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Home My WebLink About51-22 Site Plan rev 042324C001COVER SHEET 1" = 1000'HACKWOODS - SVWCSITE DEVELOPMENT PLAN - PHASES 1&2LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAVICINITY MAPSCALE: 1" = 1000'OWNERWESTMINSTER-CANTERBURY OF WINCHESTER INC300 WESTMINSTER CANTERBURY DRIVE, 22603WINCHESTER, VIRGINIA540-665-5935DEVELOPERWESTMINSTER-CANTERBURY OF WINCHESTER, INC.300 WESTMINSTER CANTERBURY DRIVE, 22603WINCHESTER, VIRGINIA540-665-5935HACKWOODS - SVWC LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA12/07/2020KAS20-12 2039Plan RevisionsRev. NoRev. DateComment0103-02-2021Addressed Frederick County Inspections Department Comments0203-12-2021Addressed City Utility and Building Official Comments0304-09-2021Addressed FC Public Works & City Comments0404-12-2021Addressed FC GIS & Planning Comments0509-01-2021City Planning 2nd Rnd Comments0601-11-2022City SWM Comments0703-04-2022FC Comments (Fox Dr)0808-09-2022City & County Submission (Phased Plan)0912-07-2022City & County Comments1003-16-2023Update 'F-F', 'G-G', & Storm Str. 102A-106 Profiles1103-22-2023Update Waterline H and Fire Meter Vault1211-27-2023Waterline F Revision1301-08-2024Changed Pavilion to Patio Space1401-29-2024Sidewalk Connection to Main Campus1503-01-2024Update Ellipse1603-28-2024Adjusted Villas 1 & 2 Patio GradingDATEFREDERICK COUNTY APPROVALZONING ADMINISTRATOR* SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVALLIST OF SERVICES: CIVIL ENGINEERING I GIS I LAND SURVEYING I ENVIRONMENTAL I ANALYTICAL LABORATORY I QUALITY CONTROL TESTING & INSPECTIONS Gas:Washington GasP.O. Box 2400Winchester, VA 22604(540) 869-1111Water/Sewer:City of Winchester Public Utilities15 North Cameron StreetWinchester, VA. 22601(540) 667-1815Power:UTILITY NOTICE REQUIREDContractors shall notify all public utility operators who maintain underground utility lines in thearea of proposed excavating or blasting at least two (2) working days, but not more than ten (10)working days, prior to commencement of excavation or demolition. Names and telephonenumbers of the operators of underground utility lines appear below. These numbers shall also beused to serve in an emergency condition.CALL "MISS UTILITY"VIRGINIA UTILITY PROTECTION SERVICE (VUPS) AT 811 OR 1-800-552-7001, 48 HOURSPRIOR TO THE START OF WORK. EXCAVATORS MUST NOTIFY ALL PUBLIC UTILITYOPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OFPROPOSED EXCAVATING OR BLASTING AND HAVE THOSE FACILITIES LOCATED BY THEUTILITY COMPANIES PRIOR TO COMMENCING EXCAVATION. THE EXCAVATOR ISRESPONSIBLE FOR COMPLIANCE WITH ALL COUNTY REQUIREMENTS, VIRGINIA CODEAND REGULATIONS.VerizonP.O. Box 17398Baltimore, MD 21297(301) 954-6282Communications:Comcast Comunications195 Rainville RoadWinchester, VA 22602(540) 504-0942Shenandoah Valley Electric Coop3463 Valley PikeWinchester, VA 22602(540) 450-2051151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #51-22CITY OF WINCHESTERSP NUMBER: SP-20-664FREDERICK COUNTYCITY OF WINCHESTERDATECITY OF WINCHESTER APPROVALDIRECTOR OF PLANNING* SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVALSheet List TableSheet NumberSheet TitleRev. No.Rev. DateC001Cover Sheet1603-28-2024C002Frederick County General Notes and Legend0912-07-2022C003City of Winchester General Notes and Legend05 08-31-2021C003ADEVELOPMENT PLAN APPROVAL LETTER0508-31-2021C004Project Information0508-31-2021C005Boundary and Existing Topography0508-31-2021C100E&S Phase I0808-09-2022C100AE&S Phase I for Phase 2 Development0808-09-2022C101E&S Phase II0808-09-2022C102E&S Narrative0508-31-2021C103E&S Details0508-31-2021C104E&S Details0508-31-2021C105E&S Sediment Basin Details0601-18-2022C106E&S Sediment Basin Details for Phase 2Development0808-09-2022C200Overall Site & Utility Plan1503-01-2024C201Site Plan1503-01-2024C202Site Plan1503-01-2024C203Site Plan1401-29-2024C204Site Plan - Phase 1 Only1503-01-2024C205Utility Plan1211-27-2023C206Utility Plan1211-27-2023C207Utility Plan1103-22-2023C208Utility Plan - Phase 1 Only0912-07-2022C209Overall Grading Plan1503-01-2024C210Grading Plan0808-09-2022C211Grading Plan0808-09-2022C212Grading Plan1603-28-2024C213Grading Plan1603-28-2024C214Grading Plan1603-28-2024C215Grading Plan0808-09-2022C216Grading Plan1401-29-2024C217Grading Plan - Phase 11503-01-2024C218Life Safety Plan1503-01-2024C219Life Safety Details0912-07-2022C300BMP Map & VRRM Summary0601-18-2022C301SWM Divides Map0601-18-2022C301ASWM OFFSITE DIVIDES MAP0508-31-2021C302SWM Profiles1003-16-2023C303SWM Details1003-16-2023C304SWM Details0808-09-2022C305SWM Details - Underground Detention0912-07-2022C400Road Profiles0508-31-2021C401Road Profiles0508-31-2021C402Road Profiles0912-07-2022C403Road Profiles0508-31-2021C404Road Profiles0508-31-2021C500Sanitary Sewer Profiles0912-07-2022C501Sanitary Sewer Profiles0808-09-2022C502Sanitary Sewer Profiles0508-31-2021C503Sanitary Sewer Profiles0508-31-2021C510Storm Sewer Profiles0808-09-2022C511Storm Sewer Profiles1103-22-2023C512Storm Sewer Profiles0808-09-2022C513Storm Sewer Profiles0912-07-2022C514Storm Sewer Profiles1003-16-2023C515Storm Sewer Calculations0808-09-2022C516Storm Sewer Calculations0808-09-2022C517Storm Sewer Calculations0808-09-2022C518Storm Channel Computations0508-31-2021C520Waterline Profiles0912-07-2022C521Waterline Profiles1211-27-2023C521AWaterline Profiles1103-22-2023C522Fire Service Line Profiles0912-07-2022C523Fire Service Line Profiles0808-09-2022C600Site Details0508-31-2021C601Site Details0808-09-2022C602City of Winchester Details1103-22-2023C603VDOT Details0508-31-2021C604VDOT Details0508-31-2021C605VDOT Details0509-01-2021L1.00Layout & Materials Sheet Index0508-31-2021L1.01Layout & Materials Plan Connector Drive0508-31-2021L1.02Layout & Materials Plan Ellipse and ParkLayout0508-31-2021L1.03Layout & Materials Plan South End0508-31-2021L1.04Layout & Materials Plan Fox Road Entranceand Meadow1503-01-2024L1.05Layout and Materials Plan East Entry Drive0508-31-2021L1.06Layout & Materials Plan South Buffers0508-31-2021L3.01Illustrative Retaining Wall Elevations0508-31-2021L4.00Detail Sheet 10508-31-2021L4.01Detail Sheet 20508-31-2021L4.02Detail Sheet 30508-31-2021L4.03Stream Details0508-31-2021L5.00Soils Plan - North0508-31-2021L5.01Soils Plan - South0508-31-2021L6.00Minimum Planting Plan Overview0808-09-2022L6.01Minimum Planting Plan North End 10912-07-2022L6.02Minimum Planting Plan North End 20912-07-2022L6.03Minimum Planting Plan Roundabout0912-07-2022L6.04Minimum Planting Plan Park and Ellipse0912-07-2022L6.05Minimum Planting Plan Villas 7-100912-07-2022L6.06Minimum Planting Plan Entrance and Meadow0912-07-2022L6.07Minimum Planting Plan North South Buffer0912-07-2022L6.08Typical Villa Minimum Planting0912-07-2022L6.08Wall Details0912-07-2022L6.20Minimum Planting Notes and Details0912-07-2022L6.21Minimum Plant Schedule0912-07-2022PH1Site Lighting Photometrics1504-15-2024PH2Photometrics Light Fixture Cutsheets1503-01-2024PH3Photometrics Light Fixture Cutsheets1503-01-2024E0.3Electrical Site Plan1504-15-2024Rev. No.Date1603-28-2024 N/A C002FREDERICK COUNTY GENERAL NOTES AND LEGENDRev. No.Date 09 12-07-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA12/07/2020 KAS 20-12 2039151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664 LEGEND PROPOSED SAN. LAT. CLEANOUT PROPOSED CENTERLINE EXISTING SPOT ELEVATION STORM DRAIN STRUCTURE IDENTIFIER SANITARY MANHOLE IDENTIFIER PROPOSED SPOT ELEVATION EXISTING CURB AND GUTTER PROPOSED EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT PROPOSED STORM SEWER WITH INLET EXISTING STORM SEWER WITH INLET PROPOSED TELEPHONE LINE EXISTING TELEPHONE LINE TRANSITION TO REVERSE CURB PROPOSED CURB AND GUTTER PROPOSED ELECTRIC SERVICE EXISTING ELECTRIC SERVICE PROPOSED SANITARY SEWER WITH MANHOLE EXISTING SANITARY SEWER WITH MANHOLE PROPOSED GAS LINE EXISTING GAS LINE FENCELINE FLOW LINE PROPOSED WATERLINE W/ TEE PROPERTY LINE EXISTING TELEPHONE PEDESTAL EXISTING WATERLINE W/ TEE EXISTING UTILITY POLE/GUIDE WIRE SIGNS PROPOSED REDUCER EXISTING FIRE HYDRANT/VALVE/METER INDICATES THE NUMBER OF TYP. PARKING SPACES PARKING INDICATOR HANDICAP PARKING PROPOSED BUILDING ENTRANCE VEHICLES PER DAY COUNT PROPOSED FIRE HYDRANT/VALVE/METER LIGHT POLE EXISTING TREE LINE EXISTING EASEMENT PROPOSED EASEMENT EXISTING CENTERLINE EXISTING INDEX CONTOUR EXISTING INTERMEDIATE CONTOUR PROPOSED CONTOUR PROJECT INFORMATION FIRE MARSHAL'S NOTE GENERAL PLAN AND CONSTRUCTION NOTES Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshal's Office. GENERAL 1.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 AND this plan set is signed and sealed by a licensed professional. Any work, planning, scheduling, material purchases and/or construction 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 to this 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 legal responsibility which may be required by the code of Virginia or any County enacted local ordinance, nor does it guarantee the issuance of any required permits by the County, State, VDOT or any other governing Agency. 3.An approved set of plans as well as all applicable permits and required documents must be available at the construction site at all 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 these plans. GE and/or the Engineer is not responsible for any Contractor's schedules or failure to carry out the work. GE and/or the Engineer is not responsible for acts of omissions by the Contractor, Subcontractor, or their agents, employees, or any other person performing portions of the work. 5.Methods and materials used in the construction of the improvements herein shall conform to current County Construction Standards and Specifications and/or current VDOT Standards and Specifications. Should a conflict between design 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 and construction 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 these plans shall be marked and protected in accordance with state law. The developer or contractor shall be responsible for marking, installing protecting and maintaining protection of any known sites during construction and in the event that any unknown gravesites is discovered during construction, the Owner and Engineer must be notified immediately and adequate protection from construction shall be installed immediately. PERMITS AND INSPECTIONS 1.The Developer or his agent shall be responsible for obtaining all required permits from the appropriate State and/or local agencies and to comply with their requirements and all applicable National, State and Local laws and shall be responsible for obtaining any required permits from the Virginia Department of Environmental Quality (DEQ) or the United States Army Corp of Engineers for any plan wetland disturbance as may be shown on these plans. They shall also be responsible the identification and 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 obtain a Land Disturbance Permit from the Frederick County Public Works Department and shall be responsible for filing a Virginia Stormwater Management Program (VSMP) registration statement for the construction site as required by law . They shall also be responsible for obtaining and maintaining on site a Stormwater Pollution Prevention Plan (SWPPP). The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. 3.Upon completion of all construction activities and permanent site stabilization, the Developer shall submit to Frederick County Public Works Department a DEQ Notice of Termination form, a copy of the sites construction inspection log book, an engineer certified red-lined as-built of the approved plans with computations for all permanent stormwater management facilities, water quality, and stormwater conveyance systems, a recorded copy of the required BMP Maintenance Agreement (if needed) , any VSMP Permit maintenance fees (if required), and a written request to Frederick County Planning for bond release. The Developer 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 existing State right-of-way. 5.The Contractor, Owner or Developer shall be responsible for scheduling all required State and local inspections and for the securing of any third party inspection/testing service to insure construction compliance with these plans and specifications and shall keep and maintain a site inspection log book. It is Greenway Engineering's recommendation that a third party inspection/testing service be employed to ensure that project is compliant and that materials installed meet the details and specifications 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 building permit. 7.Individual sign permits will be required from the Zoning Office for all free standing and/or facade signs prior to erecting the sign and may require a separate building permit. UTILITIES 1.The location of existing utilities shown in these plans are taken from existing available records and may not be representative of exact locations. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as 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 conflicts arising from this existing utility verification or if during the course of construction, any object of an unusual nature is encountered, the contractor shall cease work in that area and immediately notify Greenway Engineering at (540) 662-4185 and/or the proper authority. Greenway Engineering or any engineer associated with these plans shall not be responsible or liable for any construction cost that may be associated with the installation or reinstallation any utility or other improvements if not 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. Any required 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 and advise them that all grading shall conform to the approved plans, and further that the utility companies shall be responsible for honoring 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 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. 6.The developer shall be responsible for notifying Frederick Water and all other appropriate utility companies prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. 7.All sanitary sewers, water mains and appurtenances shall be constructed in accordance with the current standards and specifications of Frederick Water. 8.When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to the Frederick County Public Works Department prior to issuance of grading and/or site development permits. 9.The developer shall be responsible for any damage to the existing streets and/or utilities which may occur as a result of construction 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 upon developed structural shop drawings as provided by the manufacturer. Contractor shall make adjustments to pipe alignments base on provided shop drawings. Greenway Engineering will not be held responsible or liable for any discrepancies or changes caused by the structural design. Contractor may submit shop drawings to Greenway Engineering for review and approval at contractor's expense. Shop drawings will be reviewed for compliance with design plans. The Owner or Developer will be responsible 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, structural base design, electrical design, photometrics and or other lighting information shown hereon is as specified by others and is included for informational purposes only, as directed by the Owner, Developer and/or public agency requirements. Greenway Engineering has not performed any lighting and/or dry utility design and does not warrant and is not responsible for the degree and/or adequacy of illumination on this project or the adequacy of the dry utility to service the site. Any changes to the lighting design, once the plan is approved, shall be approved by the County prior to installation. SITEWORK 1.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 site before removal or placing of fill material. Earthwork clearing shall extend a minimum of 10' beyond all building and pavement limits 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 standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable (Non-structural fills 85% to 90%). Structural fills shall extend a minimum of 5' beyond the limits of all foundation elements at bearing elevation. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. No visual pumping, no rocks larger than 6-inches. Materials classified as OL, OH, MH or PT are not suitable for use as structural fill. All fill should be placed on stable subgrades. Fill should not be placed on surfaces that are muddy or frozen, or have not been approved by testing and/or proof-rolling. All fill material compacted by heavy compaction equipment should be placed in maximum 10-inch loose lifts. All fill material compacted by hand-operated tampers or light compaction equipment should be placed in maximum 4-inch loose lifts. Fill placed on sloping ground should be properly benched into residual soils such that a smooth interface will not be present. Fill material placed below and extending 10 feet beyond the foundations for the structure should be compacted to at least 98% of maximum dry density 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 of horizontal cuts beginning at the intersection with original ground and continuing at each vertical intersection with the previous cut. Material removed during benching shall be placed and compacted as embankment material. For existing slopes steeper than 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 than 12:1, 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 design only. Final pavement design shall be based upon actual CBR values. The Contractor or Developer shall be responsible for field tests per VDOT standards to obtain actual CBR values for final design. Final pavement designs will be approved by VDOT and/or the Owner/Developer, which ever applicable, prior to installation. GE shall be held harmless from all costs, time delays and/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 to ACI practices or as otherwise specified per structural design. All concrete areas requiring a separate permit shall be designed by a registered professional structural engineer. 9.The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure 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 Traffic Control Devices (MUTCD). 11.The exact location of all guard rails and paved ditches will be determined by VDOT personnel. "A joint inspection will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and where guard rail and/or paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Rail and 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 receptacle shall be provided at the construction site. 15.All excavations shall be benched according to OSHA regulations to permit safe entry. PERMANENT STORMWATER MANAGEMENT EMBANKMENTS 1.Satisfactory fill materials for use in constructing permanent stormwater management facility embankments shall include materials classified in ASTM D-2487 as GC, GM, SC, SM, CL, or MI groups. Soils must contain a minimum of 20% plus No. 200 sieve and be "Well Graded" material, with no stones greater than 6 inches, mixed with the clay. A minimum of three samples shall 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 fill shall be compacted with a sheepsfoot, rubber-tired or vibratory roller to a density of 100% of maximum dry density with a moisture 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 beside pipes or structures shall be placed in horizontal layers not to exceed 4 inches in depth and shall be compacted by hand tampers. Fill material shall completely fill all spaces under and beside pipes. Equipment should not be driven within 4 feet of any structure part during backfilling operation and shall never be driven over until compacted fill has been placed to a depth specified 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 slopes no steeper than 1:1 and located at or upstream of the embankment centerline. The impervious core shall extend up to the 10-year water surface elevation (see engineering design). The surface of the embankment shall be covered with a minimum 6 inches of clean topsoil and stabilized with grass. 5.Stormwater management facility earthen embankments shall not be greater than 25' in height measured from the downstream toe of slope to the top of the embankment with embankment slopes no steeper than 2:1and a combined minimum upstream and downstream slope of 5:1. The minimum top width of the embankment shall be 8' for embankments 14' or less in height and shall be level. 6.Any groundwater seepage encountered during cutoff trench construction shall be drained by means of a foundation drain to the outside/ downstream toe of the embankment slope. Foundation drains shall be downstream and outside of the limits of the cutoff trench. The constructed foundation drain section shall be an excavated 2' x 2' trench backfilled with hand compacted #57 stone 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/ ASBUILTS 1.All stake-out to be performed by GE. If the contractor does not utilize GE for stake-out then the contractor assumes all liability for 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 is complete. 4.All stormwater collection, stormwater management and water quality features must be inspected by Engineer of Record during construction. As-built certification, required to terminate VSMP permit and bond release with the County upon the completion of the project, must be completed by GE. TOPOGRAPHY 1.Topography shown on this plan has been conducted per the VA Administrative code 18VAC10-20-382 and the minimum standards and procedures set forth in chapter 4 (§ 54.1-400 et seq.) of Title 54.1 of the Code of Virginia. This plan shows the design assumptions utilizing these accuracy standards. Inverts and other elevations shown hereon must be field verified by the contractor prior to construction. If a discrepancy is found, the contractor shall cease work in that area and immediately notify Greenway Engineering. Greenway Engineering shall be held harmless for any discrepancies or conflicts if not notified immediately. 2.Contractor shall confirm all existing tie-in points of this project prior to the start of construction. GE shall be notified of any discrepancies between actual field conditions and the approved plan prior to the start of construction. USECLASS * TRIP RATE TRIP GENERATION DATA UNITS VPD * TAKEN FROM ITE TRIP GENERATION 9TH EDITION Parcel Identification No:53-A-64 (Inst. No. 4466) Street Address:Not Yet Determined Project Site Area:11.65 Acres (County), 21.31 Acres Total Current Zoning:RP Current Use:Unimproved Proposed Use:Multifamily Dwellings Previously Approved Plans:MDP #01-21, SP #03-21 Maximum Building Height:60' (80' if meets requirements in 165-402.09 Section J) Proposed Building Height:49' (See sheet C004) Maximum Accessory Building Height:20' Multifamily Dwelling Units: 6 Villas with 58 units (County), 97 units Total (County & City) Allowed Dwelling Units:20 units/acre (165-402.05(B)) Proposed Dwelling Units:5 units/acre Required Recreation Units:1 recreation unit per 30 dwelling units (165-402.08(B)) Required Recreation Units:1.93 rec. units or equivalent value at $32,500 unit = $62,725 Proposed Recreation Units:Trail "A" and Trail "B" with associated retaining walls (equivalent value =$70,000) Required Setbacks Provided Setbacks From Public ROW:35' From Public ROW: 170' to Fox Drive From Off-Street From Off-Street Parking Lot/Driveway: 20'Parking Lot/Driveway:20' Private Access (N/A Garage units) Side:50'Side:50'+ (120') Rear:50'Rear:50'+ (80') Rear for Balconies and Decks:20'Rear for Balconies and Decks:20'+ (70') Accessory Structures:5'Accessory Structures:5' Parking Setbacks Provided Parking Setbacks From Street or Road ROW:10' From Street or Road ROW:10'+ From Property Lines:5' From Property Lines:5'+ Sign Setbacks Provided Sign Setbacks Front:10'Front:N/A Side:10'Side:N/A Rear:10' Minimum Building Spacing for Multifamily Residential Development is 35' (165-402.09(J)) Parking Spaces Required: 2 per dwelling unit = 2 spaces x 58 dwelling units = 116 Spaces Parking Spaces Provided:134 Spaces Surface: 76 Spaces (6 ADA Spaces) Garage: 58 Spaces (1 ADA Space) Open Space Calculations: Required - 30% =3.50 Acres Provided - 30% Min. =See detailed open space calculations provided on sheet L5.00 Outdoor Lighting:Outdoor lighting shall comply with §165-201.07 B and E Signs:All signs shall conform to §165-201.06 of the Frederick County zoning ordinance. A freestanding monument sign, not to exceed 15-ft in height and 100 square feet (SF) in sign area, is permitted. A separate sign permit is required. Waivers:We request waiver of curb around driveways to Villa (apartments) buildings for LID. (165-202.03(D)(3)(c)) Continuing Care Retirement Community255 2.40/unit 58 (County) 232.80 ILU Dwellings as Part of a 39 (City) TRAFFIC ACCESS There are two proposed entrances located on Fox Drive to provide access to the site. Both entrances are located within the City of Winchester. The proposed entrances have been vested with the CIty of Winchester during the City CUP process. The entrances have been deemed acceptable by the City and will be managed by the City of Winchester. A third access location to the site connects to the Westminster Canterbury main campus. There are no county/VDOT entrances proposed. WATER & SEWER DEMAND Design intent is for multi family development in the available land bays within the county and city areas. We are anticipating a use/demand of 42,000 GPD for water and sewer usage for the whole of the site (city and county) with approximately 31,000 GPD associated with the county side of the development. Per Frederick Water / City of Winchester agreement (copies included on sheet C004), all water and sewer services will be provided, collected and treated by the City of Winchester. FREDERICK COUNTY INSPECTION DEPARTMENT NOTES 1.Building shall comply with The Virginia Uniform Statewide Building Code, Section 310 (R-Residential Use Group), and Section 311 (S-Storage Use Group) of the Virginia Building Code/2015. Other codes that apply are ICC/ ANSI A117.1-2009 Accessible and Usable Buildings and Facilities and Virginia Energy Code/2015. 2.New apartments shall meet height and area as required in T506. Buildings shall be provided with an approved NFPA 13 system. Separation of Garage and Residential as required per T707.3.10. 3.All required exits shall meet ANSI A117.1-09. 4.An accessible route shall be provided to each common area including the pavilion. 5.Accessible parking spaces shall comply with Section 1106.2. R-2 require 2%. 6.Handicap parking shall comply with ANSI A117.1-09. Van accessible parking shall have a minimum of 11" width with 5' unloading area or a minimum of 8' unloading area with an 8' width. Maximum 2% slope required for parking and unloading. 7.The accessible parking shall be dispersed to the various entrances. 8.Grade shall be sloped away from foundations a min 6" in 10' per compliance with Section 1804.4. 9.Retaining walls require permitting. 10.Fire pump/storage building requires a permit. 11.Please note the requirements in Chapter 17 of VBC for special inspection requirements on the type of structure (Soils, concrete, etc.) Geotechnical report is required for soil. N/A C003CITY OF WINCHESTER GENERAL NOTES AND LEGENDRev. No.Date 05 08-31-2021HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA12/07/2020 KAS 20-12 2039151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664 12 735.4 12 6 100 330 400 330 To comply with Americans with Disabilities Act (ADA), the contractor shall construct the handicapped parking spaces not to exceed 2% in slope; both in longitudinal and cross slope. Additionally, the access route from the parking space and/or right-of-way shall not exceed 5% in longitudinal and cross slope. 1. 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. CITY OF WINCHESTER GENERAL NOTES 1.All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal, or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. 2.All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. 3.When working on City of Winchester right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. 4.Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by City of Winchester. 5.Prior to initiation of work, Contractor shall be responsible for acquiring all necessary City of Winchester land use permits for any work on City of Winchester right-of-way. 6.If required by the City of Winchester, a pre construction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, Developer, VDOT, Engineer of Record, utility companies and the City of Winchester prior to initiation of work. 7.Contractor shall notify the local City of Winchester when work is to begin or cease for any undetermined length of time. City of Winchester will also require 48 hours notice for any inspection. 8.The Contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. 9.Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 10.All water and sewer lines within existing or proposed City of Winchester right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. 11.Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the Engineer and the City of Winchester. Work shall cease in that vicinity until an adequate design can be determined by the Engineer and approved by the City of Winchester. 12.All undercut areas and borrow material shall be inspected and approved by the City of Winchester inspector prior to placement of fill. 13.All roadway fill, base, subsurface material and back fill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of City of Winchester Inspector density test performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to City of Winchester prior to final City of Winchester approval. 14.VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by City of Winchester Inspector. 15.The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet City of Winchester minimum design standards and is the developer's responsibility. 16.If required by the City of Winchester, copies of all invoices for materials within any dedicated street right-of-way must be provided to the City of Winchester Inspector prior to acceptance of work. Unit and total prices may be obscured. 17.Prior to acceptance by City of Winchester of any streets, any required street signage and/or pavement markings must be installed by the developer or, at City of Winchester's discretion, by The City of Winchester on an account receivable basis. 18.Final location of CG-12 curb ramps shall be determined by the City of Winchester's Inspector. 19.All retaining walls, enclosure walls, and fencing (non-guard rail) require separate zoning fence/wall permit application. 20. All retaining walls with 3' or more of unbalanced fill require a separate building permit. 1. Greenway Engineering, Inc. (GE) 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 AND this plan set is signed and sealed by a licensed professional. Any work, planning, scheduling, material purchase and. or construction prior to approvals and licensed/professional sealing will be performed at the risk of the personnel authorizing work. GE shall be held harmless from any costs, time delay and/or material changes incurred on work started before this plan set receives approvals and seals. 2. Methods and materials used in the construction of the improvements herein shall conform to current City of Winchester Construction Standards and Specifications and/or current VDOT Standards and Specifications. 3. The Engineer shall not have control over or charge of and shall not be responsible for construction means, methods, techniques, sequences or procedures nor for safety precautions and programs in connection with work shown on these plans. The Engineer is not responsible for the contractor's schedules or failure to carry out the work. The Engineer is not responsible for acts of omissions of the contractor, subcontractor, or their agents or employees, or any other person performing portions of the work. 4. The Contractor, Owner or Developer shall be responsible for securing any third party inspection/testing service to insure construction compliance with these plans and specifications. It is Greenway Engineering's recommendation that a third party inspection/testing service be employed to ensure that project is completed and materials installed to meet the details and specifications in these plans. 5. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as 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 conflicts arising from this existing utility verification or if during the course of construction, any object of an unusual nature is encountered, the contractor shall cease work in that area and immediately notify Greenway Engineering at (540) 662-4185 and/or the proper authority. Greenway Engineering or any engineer associated with these plans shall not be responsible or liable for any construction cost that may be associated with the installation or reinstallation any utility or other improvements if not notified of any discrepancies between actual field conditions and the approved plan. 6. The approval of these plans in no way relieve the developer, the contractor, or their agents of any legal responsibility which may be required by the code of Virginia or any other ordinance enacted by the City nor does it guarantee the issuance of any required permit by the City of Winchester, VDOT or any other Agency. 7. An approved set of plans and all applicable permits must be available at the construction site at all times during construction. A representative of the developer must be available at all times during construction. 8. Prior to the initiation of any land disturbing activities, the Developer, the Contractor or the Responsible Land Disturber shall obtain a Land Disturbance Permit from the City of Winchester Engineer's office. The Contractor, Developer or his agent shall be responsible for obtaining a Virginia Stormwater Management Program (VSMP) Permit and shall be responsible for the registration of the construction site as required by law. They shall also be responsible for obtaining and maintaining on site a Stormwater Pollution Prevention Plan (SWPPP). The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. 9. The Developer or his agent shall be responsible for obtaining any required permits from the Virginia Department of Environmental Quality (DEQ) or the United States Army Corp of Engineers for any plan wetland disturbance as shown on these plans. They shall also be responsible the identification and delineation of any wetlands that may be present on the construction site. 10. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that public streets are maintained in a clean, mud and dust free condition at all times. 11. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and the City of Winchester prior to any construction activities within existing State right-of-way. 12. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of this construction project within or contiguous to the existing right-of-way. 13. Warning signs, markers, barricades or flagmen should be in accordance with the State and Federal Manual on Uniform Traffic Control Devices (MUTCD). 14. The exact location of all guard rails and paved ditches will be determined by VDOT personnel. "A joint inspection will be held with the Developer, City of Winchester Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and where guard rail and/or paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 15. All unsuitable material shall be removed from the construction limits of the site plan before placing embankment. 16. All pavement sections shown on these approved plans are based on a minimum CBR value of 6 and are for preliminary design only. Final pavement design shall be based upon actual field tested CBR values. The Contractor shall be responsible for field tests per VDOT standards to obtain actual CBR values for final design. Final pavement designs will be approved by VDOT and/or the Owner/Developer, which ever applicable, prior to installation. 17. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to the City Engineering Department prior to issuance of grading and/or site development permits. 19. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. 20. The Contractor shall be responsible to supply all utility companies with copies of the approved plans and advise them that all grading shall conform to the approved plans, and further that the utility companies shall be responsible for honoring these plans and the finished grades in the installation of their utility lines. 21. All utilities to be located underground. 22. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. 23. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. 24. All parking lot/street light and dry utility design shall be performed and provided separately by others. All dry utility and or lighting information shown hereon is as specified by others and is included for informational purposes only, as directed by the Owner, Developer and/or public agency requirements. Greenway Engineering has not performed the lighting and/or dry utility design and does not warrant and is not responsible for the degree and/or adequacy of illumination on this project or the adequacy of the dry utility to service the site. 25. All sanitary sewers, water mains and appurtenances shall be constructed in accordance with the current standards and specifications of the City of Winchester. 26. 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 upon developed structural shop drawings as provided by the manufacturer. Contractor shall make adjustments to pipe alignments base on provided shop drawings. Greenway Engineering will not be held responsible or liable for any discrepancies or changes caused by the structural design. Contractor may submit shop drawings to Greenway Engineering for review and approval at contractor's expense. Shop drawings will be reviewed for compliance with design plans. The Contractor shall be responsible for any redesign as a result of structural shop drawing design. 27. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to the City of Winchester Engineering Department prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. 28. Refer to Geotechnical Engineer for methods, materials and details for construction of all earthwork activities. 29. Any retaining wall 2 ft. or greater in height shall require the issuance of a separate building permit. 30. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 31. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected in accordance with state law. In the event gravesites are discovered during construction, the owner and engineer must be notified immediately. 32. Individual sign permits will be required from the Zoning Office for all free standing and/or facade signs prior to erecting the sign and may require a separate building permit.. Fire Lane Markings and Signage: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshal's Office. * Taken from ITE Trip Generation 9th Edition CLASS USE DWELLING UNITS * TRIP RATE VPD TRIP GENERATION DATA FIRE MARSHAL'S NOTE HANDICAPPED PARKING NOTE GENERAL NOTES WINCHESTER PUBLIC SERVICES NOTES 1.Construction may not begin until plans are approved and a pre-construction meeting has been held. 2.These plans are in conformance with City of Winchester standards and ordinances, any deviation or change in these plans shall be approved by the Zoning Administrator prior to construction. 3.Signs: Signage must conform with the standards of the City of Winchester Zoning Ordinance, Section 18-8. 4.Outdoor Lighting: Any road or parking lot lighting shall conform with the standards of the City of Winchester Zoning Ordinace Sections 19-4-13, 19-5-8, and 19-5-8.1* PROPOSED SAN. LAT. CLEANOUT PROPOSED CENTERLINE EXISTING SPOT ELEVATION STORM DRAIN STRUCTURE IDENTIFIER SANITARY MANHOLE IDENTIFIER PROPOSED SPOT ELEVATION EXISTING CURB AND GUTTER PROPOSED EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT PROPOSED STORM SEWER WITH INLET EXISTING STORM SEWER WITH INLET PROPOSED TELEPHONE LINE EXISTING TELEPHONE LINE TRANSITION TO REVERSE CURB PROPOSED CURB AND GUTTER PROPOSED ELECTRIC SERVICE EXISTING ELECTRIC SERVICE PROPOSED SANITARY SEWER WITH MANHOLE EXISTING SANITARY SEWER WITH MANHOLE PROPOSED GAS LINE EXISTING GAS LINE FENCELINE FLOW LINE PROPOSED WATERLINE W/ TEE PROPERTY LINE EXISTING TELEPHONE PEDESTAL EXISTING WATERLINE W/ TEE EXISTING UTILITY POLE/GUIDE WIRE SIGNS PROPOSED REDUCER EXISTING FIRE HYDRANT/VALVE/METER INDICATES THE NUMBER OF TYP. PARKING SPACES PARKING INDICATOR HANDICAP PARKING PROPOSED BUILDING ENTRANCE VEHICLES PER DAY COUNT PROPOSED FIRE HYDRANT/VALVE/METER LIGHT POLE EXISTING TREE LINE EXISTING EASEMENT PROPOSED EASEMENT EXISTING CENTERLINE EXISTING INDEX CONTOUR EXISTING INTERMEDIATE CONTOUR PROPOSED CONTOUR PROJECT INFORMATION LEGEND NOTES Continuing Care Retirement Community255 2.40/unit 58 (County) 232.80 ILU Dwellings as Part of a 39 (City) There are two proposed entrances located on Fox Drive to provide access to the site. Both entrances are located within the City of Winchester. The proposed entrances have been vested with the CIty of Winchester during the City CUP process. The entrances have been deemed acceptable by the City and will be managed by the City of Winchester. A third access location to the site connects to the Westminster Canterbury main campus. There are no county/VDOT entrances proposed. TRAFFIC ACCESS Design intent is for multi family development in the available land bays within the county and city areas. We are anticipating a use/demand of 42,000 GPD for water and sewer usage for the whole of the site (city and county) with approximately 31,000 GPD associated with the county side of the development. Per Frederick Water / City of Winchester agreement (copies included on sheet C004), all water and sewer services will be provided, collected and treated by the City of Winchester. WATER & SEWER DEMAND 111-01-04 654 Fox Drive 9.66 Acres (City), 21.31 Acres Total 9.05 Acres LR w/ PUD Overlay Unimproved Age-Restricted Multifamily Villa Dwellings R2 (apartment) with separate U (private garage) VA NFPA 13R (apartment) & NFPA 13 (private garage) 35' 25' 15' 55' 49' (See sheet C004) 3 Stories & Basement 10' 15' 15' 5' 5' 5' Total Lot Area = 9.66 Acres = 420,790 SF Total Floor Area = 101,858 SF Building Area/Lot Area = 0.24 < 1.0 4 Villas with 39 units (1 & 2 Bedroom) City, 97 units Total (City & County) 1 per dwelling unit = 1 space x 39 dwelling units = 39 Spaces Use: R2 90 Spaces Surface: 51 Spaces (4 ADA Spaces) Garage: 39 Spaces (1 ADA Space) Required: 45% 9.66 AC. x 0.45 = 4.35 Acres or 189,355 SF Proposed: See detailed open space calculations provided on sheet L5.00 Parcel Identification No. Street Address: Project Site Area: Disturbed Area: Current Zoning: Current Use: Proposed Use: Use Group: Construction Type: Sprinkler System: Required Setbacks: Main Buildings: Rear: Side: Maximum Building Height: Proposed Building Height: Proposed Stories: Parking Setback: Front: Rear: Side: Sign Setback: Front: Rear: Side: FAR Calculation: Multifamily Dwelling Units: Parking Required: Parking Provided: Open Space Calculations: The developer has provided a larger SWM facility to contribute toward regional SWM. Due to the developer's commitment to the enhanced SWM approach, full frontage improvements on Fox Drive are not required, and the developer has instead provided a 5' ROW dedication and grading (mainly filling) of a 5' wide strip along Fox Drive to accommodate future road and pedestrian improvements by others. FOX DR PUBLIC IMPROVEMENT NOTE N/A C003ADEVELOPMENT PLAN APPROVAL LETTERRev. No.Date 05 08-31-2021HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA12/07/2020 KAS 20-12 2039151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664 PROPOSED TREES 100'75'INACTIVEBUFFER25'ACTIVEBUFFER10'10'10'10'10' 100' TYPE "C" FULL SCREEN RESIDENTIAL SEPARATION BUFFER (LANDSCAPING & 2 ROWS ADDITIONAL EVERGREEN TREES) PROPOSED TREES 50'30'INACTIVEBUFFER20'ACTIVEBUFFER50' TYPE "B" FULL SCREEN RESIDENTIAL SEPARATION BUFFER (EX. WOODLANDS & SUPPLEMENTAL TREES) 50' STRIP OF MATURE WOODLANDS 2 ROWS 6' TALL EVERGREEN TREES 50'30'INACTIVEBUFFER20'ACTIVEBUFFER50' TYPE "B" FULL SCREEN RESIDENTIAL SEPARATION BUFFER (EX. WOODLANDS) 50' STRIP OF MATURE WOODLANDS 50' STRIP OF MATURE WOODLANDS 100'75'INACTIVEBUFFER25'ACTIVEBUFFER100' TYPE "C" FULL SCREEN RESIDENTIAL SEPARATION BUFFER (EX. WOODLANDS)50'151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664PROJECT INFORMATIONHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIARev. No.Date 05 08-31-2021 N/A C004 12/07/2020 KAS 20-12 2039 FREDERICK COUNTY BUFFERS NOT TO SCALE Note: Per 165-203.03(B)(2), supplemental evergreen plantings satisfy the opaque fence requirement. A 50-foot-wide strip of mature woodlands satisfies the full screen requirement. A B X WV UT SR C Q P O N M L K C J I H G F E D C N 75 °23 '40 " E - 190 .31 ' S 20°49'42" E - 120.43' S 18°38'01" E - 269.66' S 03°1 3' 3 9 " E - 2 1 6. 4 0' S 08°0 3' 4 9" E - 2 4 1. 7 2' S 20°42'28" W - 965.74'N 67°09'15" W - 412.99'N 68°00'22" W - 185.50'PROPOSED CITY OF WINCHESTER WATER ESMT. N 15°27'03" E - 385.45' N 16°05'26" E - 282.11' N 16°05'26" E - 282.08' N 4 8 ° 4 3 ' 4 5 " E - 21 3 . 2 4 ' 20 4 . 7 2 ' N 15°27'03" E - 385.45' N 16°00'58" E - 215.77' N 16°00'58" E - 215.74' PROP. 5' ROW DEDICATION PROP. 5' ROW DEDICATION FREDERICK COUNTYCITY OF WINCHESTER151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664 SURVEY AND TOPOGRAPHIC INFORMATION 2. Aerial, horizontal and vertical control surveys were Dated: 3. Aerial topographic mapping performed by: 1. Boundary survey was performed by: performed by: Date Dated:Painter-Lewis, P.L.C.October 24, 2018 2020Greenway Engineering Greenway Engineering January 2020 BOUNDARY AND EXISTING TOPOGRAPHYRev. No.Date 05 08-31-2021HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 60' C005 12/07/2020 KAS 20-12 2039 ADJACENT PROPERTY OWNERS INFORMATION P.I.N Owner Deed Book and Page Number or Instrument Number Zone Use A RP Dwelling B 53D-2-44 Meckrich LLC 120006324 RP C 53D-1-42A Tudor Square Home 642/101 RP D 53D-1-21 Kay V Kline 961/426 RP E 53D-1-20 Kim J Reese 657/296 RP F 53D-1-19 Joshua R Hamman 150008154 RP G 53D-1-18 Philip C & Diana N Haines Trustees and Jeffery L & Nancy E Doll Trustees 120014144 RP H 53D-1-17 Kerrie J Bridge 190009059 RP I 53D-1-16 Timothy W Palmer 180002935 RP K 53D-1-14 Timothy W Emmart RP L 53D-1-13 Kim R Greenfield 110010369 RP M 53D-1-12 Paula R Kidwell 020022823 RP N 53D-1-11 Margaret C Fishel 150006661 RP O 53D-1-10 Daniel Edward & Judith Hayes Shaughnessy RP P 53D-1-9 Charles C & Adelaide A Turnbull 050013045 RP Q 53D-1-8 Kathryn B Hawkins 190014017 RP R 53D-1-7 Andrew M Palmer 110008554 RP S 53D-1-6 Diane G Tusing RP T 53D-1-5 Rosalie B Lewis 972/1430 RP U 53D-1-4 Timothy A Gano 848/787 RP V 53D-1-3 Skylar B Shimp 140001875 RP W 53D-1-2 Lyle E Cady Jr.851/592 RP X 53D-1-1 Alicia Himes 200000628 RP 930/170 170006707 796/1378 J 53D-1-15 Ronald K Davis 040006185 RP 53D-2-43 Equity Trust Company Custodian for Benefit of Andre R Fontaine IRA 180009834 Dwelling Dwelling Dwelling Dwelling Dwelling Dwelling Dwelling Dwelling Dwelling Dwelling Dwelling Dwelling Dwelling Dwelling Dwelling Dwelling Dwelling Dwelling Dwelling Dwelling Dwelling Dwelling Green space A B X W V UT SR C Q P O N M L K C J I H G F E D C LCG LCG LCG LCG LCG LCG LCG AREA TO SB #1 A=64.95 AC.FREDERICK COUNTYCITY OF WINCHESTERSSSSSSSSSSSSCFS CFS CFS CFS TO EX STR A=0.87 AC. C=0.80 TO 36" CFS #1 A=1.46 AC. C=0.60 TO 24" CFS #2 A=0.59 AC. C=0.60 *TO 12" CFS #3 A=0.26 AC. C=0.60 CFS CFS LCG CFS LCG CFS LCG 131 130 799.5796792800802804806808798.5794798804806808806808804802806808804802808804800796806802798794800802DRY STORAGE WET STORAGE DRY STORAGE WET STORAGE 12" COMPOST FILTER SOCK DIVERSION BERM 12" COMPOST FILTER SOCK DIVERSION BERM 12" COMPOST FILTER SOCK DIVERSION BERM COMPOST FILTER SOCK TO BE REMOVED AFTER INSTALLATION OF UNDERGROUND SWM FACILITY SEE NOTE 4 THIS SHEET. TREE SAVE BUFFER TREE SAVE BUFFER TREE SAVE BUFFER TREE SAVE BUFFER TREE SAVE BUFFER TREE SAVE BUFFER INITIAL LIMITS OF CLEARING FOR E&S CONTROLS (E&S PHASE 1A) INITIAL LIMITS OF CLEARING FOR E&S CONTROLS (E&S PHASE 1A) E&S PHASE 1A (INSTALL BOX CULVERT) E&S PHASE 1A (INSTALL PERIMETER CONTROLS) E&S PHASE 1A (INSTALL CE) E&S PHASE 1A (INSTALL CE) E&S PHASE 1B (INSTALL SEDIMENT BASIN) E&S PHASE 1B (INSTALL SEDIMENT BASIN) E&S PHASE 1A (OUTLET DEVICE MAY BE INSTALLED SIMULTANEOUSLY WITH BOX CULVERTS) E&S PHASE 1B (INSTALL SEDIMENT BASIN EMBANKMENT) TEMPORARY RISER APPROX. LOCATION OF A POTENTIAL SPRING NOTICED DURING GEOTECHNICAL EVALUATION OF SITE DESIGN HIGH WATER (100YR STORM) = 805.12'^^^^^^^^ ^ ^ ^^^^^^^^^^^^^^^ ^ ^ ^^^^^^^^^^ ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ ^^^ ^^^^^^^^ ^^^ STAGING AREA CFS CFS SMF DESIGN HIGH WATER (100YR STORM) = 805.12'800 800 796798 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664E&S PHASE IRev. No.Date 08 08-09-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 60' C100 12/07/2020 KAS 20-12 2039 AREA OF CONCERN - CONTRACTOR TO INVESTIGATE CONDITIONS FOR STABILITY AND CONSULT WITH A GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL REQUIREMENTS SHOULD IT BE DETERMINED AREA IS UNSTABLE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SMART FENCE/SUPER SILT FENCE TEMPORARY DIVERSION DIKE CULVERT INLET PROTECTION ROCK CHECK DAMS SILT FENCE LIMITS OF CLEARING & GRADING DRAINAGE DIVIDES OUTLET PROTECTION NO. KEY SYMBOL DESCRIPTION 3.09 3.08 3.20 3.05 3.18 3.02 LCG OP DD CIP CFS SF CE CD SAFETY FENCE/TREE PROTECTION3.01/ 3.38 SAF 3.32 PS PERMANENT SEEDING IP STORM DRAIN INLET PROTECTION3.07 3.36 B/M SOIL STABILIZATION BLANKETS & MATTING EROSION/SEDIMENT CONTROL LEGEND STORMWATER CONVEYANCE CHANNEL3.17 SCC TEMPORARY SEDIMENT BASIN3.14 SB 3.31 TS TEMPORARY SEEDING SSFSMF COMPOST FILTER SOCK NOTES: 1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOIL STABILIZATION BLANKETS (EC-2). 2.SUPER SILT FENCE AND ACF ENVIRONMENTAL SMART FENCE OR FILTREXX COMPOST FILTER SOCK MAY BE USED IN LIEU OF ONE ANOTHER WITH VARIANCE FROM FREDERICK COUNTY & CITY OF WINCHESTER BY APPROVAL OF THIS PLAN. 3.COMPOST FILTER SOCKS SHALL BE PLACED ON LEVEL CONTOUR AND ENDS PLACED UPSLOPE TO PREVENT RUNOFF FROM BYPASING. 4.COMPOST FILTER SOCK SHOWN ACROSS WESTMINSTER CANTERBURY DRIVE IS TEMPORARY AND ONLY TO BE INSTALLED FOR INSTALLATION OF UNDERGROUND SWM (DETENTION) FACILITY AND TO BE REMOVED AFTER INSTALLATION IS COMPLETE AND STABILIZED. SOCK IS ONLY TO BE INSTALLED WHILE THAT SECTION OF ROAD IS CLOSED FOR CONSTRUCTION OF SWM FACILITY. 5.LANNY DRIVE SHALL NOT BE USED AS A CONSTRUCTION ENTRANCE FOR DEVELOPMENT OF THIS SITE. 6.SEDIMENT BASIN SHALL REMAIN IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA IS STABILIZED. 7.SEE SHEET C604 FOR OUTLET PROTECTION COMPUTATIONS. 8.CONTRACTOR TO INVESTIGATE LOCATION OF POTENTIAL SPRING AS NOTED IN THE GEOTECHNICAL REPORT. FURTHER EVALUATION DURING CONSTRUCTION TO VERIFY/DETERMINE ACTUAL NEEDS FOR DRAINAGE OF POTENTIAL SPRING AREA. FSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWSSSSSS S S WWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W WWWWWWWWM WMWM WM WM FSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWW W W W NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAIN S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE D R A I N S T O W A T E R W A Y S NYLOPLA S T DUCTILE IRO N DO NOT PO L L U T E D R A I N S T O W A T E R W A Y S NYLOPLA S T DUCTILE IRO N DO NOT PO L L U T E D R A I N S T O W A T E R W A Y S NYLOPLASTDUCTILE IRONDO NOT POLLU T E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRA I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WA T E R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE I R O N DO NOT POLLU T E D R A I N S T O W A T E R W A Y S NYLOPLAS T DUCTILE IRON DO NOT POL L U T E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IR O N DO NOT POLLUT E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IR O N DO NOT POLLU T E D R A I N S T O WATERWAYSNYLOPLASTDUCTILE IRON DO NOT POLLUT E D R A I N S T O WATERWAYSNYLOPLASTDUCTILE IRO N DO NOT POLLUTE DRAINS TO W A T E R W A Y S NYLOPLA S TDUCTILE IRONDO NOT POLLU T E D R A I N S T O W A T E R W A Y S NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST 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 WATERWAYSDO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAI N S T O WATER W A Y S DO NOT PO L L U T E DUCTILE IRON NYLOPLAST DRAINS TO W A T E R W A Y S DO NOT POLLUTE DUCTILE I RON NYLOPLAST DRAINS TO WATER W A Y S NYLOPLA S T DUCTILE IRON DO NOT POLL U T E D R A I N S T O WATER W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPL A S T DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLA S T DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE I R O N DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T E RWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE I R O N DO NOT POLLU T E D R A I N S T O W A T E R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWA Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DRAINS TO WATE RWAYS DO NOT PO L L U T E DUCTILE IRON NYLOPLAS T DUCTILE IRON DO NOT POL L U T E D R A I N S T O W A T E R W A Y S NYLOPLAST DRAINS TO WAT E RWAYS DO NOT P O L L U T E DUCTILE IRONNYLOPLASTDRAINS TO WATE RWAYS DO NOT POL L U T E DUCTILE IRON DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS 6 7 8 910 PROP. WET POND PROP. WET POND PROP. INGRESS/ EGRESS EASEMENT BOLD ROCKDRIVEFELDSPAR CT.TRAVERTINEWAY BOLD ROCK DRIVE BASALT CT.WM NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O WATE R W A Y S PHASE 1 PHASE 2 NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W ATE R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T E R WAY S FREDERICK COUNTYCITY OF WINCHESTER49A49B TEMPORARY CONSTRUCTION ACCESS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYSSSS SSSSSSSSSSSPROP. TYPE 3 BARRICADE w/ ROAD CLOSED SIGN (R11-2) DO NOT POLL U T E DUCTILE I R O N NYLOPLAST DRAINS TO W A T E RWAYS WWWFSWFSWFSWWW FSWDO NOT POLLUTE DUCTILE IR O N NYLOPLAST DRAINS TO WATER W A Y S DO NOT POLLU T E DUCTILE IRON NYLOPL A S T DRAINS TO WATE R W A Y S DO NOT POL L U T E DUCTILE IRON NYLOPLA S T DRAINS TO W A T E R W A Y S 18 17 16 15 14 19 20 21 22 2728 42 29 41 30 31 33 77 46 47 12 11 10 84 86 88 89 103 107 104 108 105 109 87 87A 1 3A 3 128 131 130 32A 38 39 35B 73A 18 17 16 15 14 13 19 20 21 22 23 24 25A 2728 36 37 44 42 29 41 30 31 33 77B 77 7675 74 73 56 55 54 53 57 49 50 51 52 45 46 47 48 12 11 10 11A 12A 84 86 88 89 102A 103 107 104 108106 105 109 111 110 87 87A 2 1 3A 3 128 127 131 130 3232B 38 39 40 35 25 32C 56A 56B 56C 56D 56E 56F 56G 77A 56AA 20A 35C 35A 40A 40B 109A 77C 77D 43A43B43C 33C33B 33A 45A 102 73B 73C73D 37A 102B 106B 106A 106C 43 PROP. TYPE 3 BARRICADE w/ ROAD CLOSED SIGN (R11-2) 02 80 INV3:13 : 1 3:1 3:1 02 30 INV 13 90 INV 812 814 816 818 820 806 808 810 814812810808808810812814804806816814812810808806818818 805804806804814814820 LCG LCG LCG LCG LCG LCG LCG LCG CFS CFS CFS CFS CFS CFS CFS *COMPOST FILTER SOCK TO BE REMOVED AFTER INSTALLATION OF UNDERGROUND SWM FACILITY 12" COMPOST FILTER SOCK DIVERSION BERM 12" COMPOST FILTER SOCK DIVERSION BERM CFS SMF CFS CFS CFS APPROX. LOCATION OF CHAIN LINK FENCE. EXACT LOCATION TO BE DETERMINED BY CONTRACTOR AT TIME OF INSTALLATION. APPROX. LOCATION OF CHAIN LINK FENCE. EXACT LOCATION TO BE DETERMINED BY CONTRACTOR AT TIME OF INSTALLATION. GATE GATE GATE DRY STORAGE WET STORAGE TEMPORARY RISER CONVERT TEMPORARY CULVERT TO SEDIMENT BASIN NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAIN S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE D R A I N S T O W A T E R W A Y S NYLOPLA S T DUCTILE IRO N DO NOT PO L L U T E D R A I N S T O W A T E R W A Y S NYLOPLA S T DUCTILE IRO N DO NOT PO L L U T E D R A I N S T O W A T E R W A Y S NYLOPLASTDUCTILE IRONDO NOT POLLU T E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRA I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WA T E R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE I R O N DO NOT POLLU T E D R A I N S T O W A T E R W A Y S NYLOPLAS T DUCTILE IRON DO NOT POL L U T E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IR O N DO NOT POLLUT E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IR O N DO NOT POLLU T E D R A I N S T O WATERWAYSNYLOPLASTDUCTILE IRON DO NOT POLLUT E D R A I N S T O WATERWAYSNYLOPLASTDUCTILE IRO N DO NOT POLLUTE DRAINS TO W A T E R W A Y S NYLOPLA S TDUCTILE IRONDO NOT POLLU T E D R A I N S T O W A T E R W A Y S NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST 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 WATERWAYSDO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAI N S T O WATER W A Y S DO NOT PO L L U T E DUCTILE IRON NYLOPLAST DRAINS TO W A T E R W A Y S DO NOT POLLUTE DUCTILE I RON NYLOPLAST DRAINS TO WATER W A Y S NYLOPLA S T DUCTILE IRON DO NOT POLL U T E D R A I N S T O WATER W A Y SDO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO W A T E R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPL A S T DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLA S T DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE I R O N DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T E RWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE I R O N DO NOT POLLU T E D R A I N S T O W A T E R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWA Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DRAINS TO WATE RWAYS DO NOT PO L L U T E DUCTILE IRON NYLOPLAS T DUCTILE IRON DO NOT POL L U T E D R A I N S T O W A T E R W A Y S NYLOPLAST DRAINS TO WAT E RWAYS DO NOT P O L L U T E DUCTILE IRONNYLOPLASTDRAINS TO WATE RWAYS DO NOT POL L U T E DUCTILE IRON DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O WATE R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W ATE R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T E R WAY S TO STR. 56 A=0.12 AC. C=0.54 TO EX STR A=0.87 AC. C=0.80 TO 36" CFS #1 A=1.46 AC. C=0.60 TO 12" CFS #3 A=0.26 AC. C=0.60 TO STR. 73D A=0.00 AC. C=0.30 TO STR. 73C A=0.06 AC. C=0.38 TO STR. 73B A=0.02 AC. C=0.38 ROOF DRAINS TO STR. 35C & 20A A=0.13 AC. C=0.90 ROOF DRAINS TO STR. 41 A=0.06 AC. C=0.90 ROOF DRAINS TO STR. 52 A=0.13 AC. C=0.90 ROOF DRAINS TO STR. 48 & 16 A=0.13 AC. C=0.90 ROOF DRAINS TO STR. 40B A=0.06 AC. C=0.90 ROOF DRAINS TO STR. 33B & 43C A=0.13 AC. C=0.90 ROOF DRAINS TO STR. 30 A=0.06 AC. C=0.90 TO STR. 23 A=0.31 AC. C=0.38 TO STR. 25 A=0.02 AC. C=0.41 TO STR. 21 A=0.27 AC. C=0.31 TO STR. 24 A=0.06 AC. C=0.34 TO STR. 17 A=0.04 AC. C=0.86 TO STR. 18 A=0.05 AC. C=0.85 TO STR. 16 A=0.31 AC. C=0.48 TO STR. 15 A=0.21 AC. C=0.82 TO STR. 14 A=0.07 AC. C=0.87 TO STR. 47 A=0.17 AC. C=0.82 TO STR. 46 A=0.07 AC. C=0.90 TO STR. 48 A=0.10 AC. C=0.76 TO STR. 50 A=0.18 AC. C=0.89 TO STR. 57 A=0.10 AC. C=0.40 TO STR. 11 A=0.29 AC. C=0.62 TO STR. 12 A=0.11 AC. C=0.85 TO STR. 51 A=0.32 AC. C=0.79 TO STR. 73 A=0.02 AC. C=0.86 TO STR. 75 A=0.12 AC. C=0.89 TO STR. 76 A=0.08 AC. C=0.87 TO STR. 74 A=0.02 AC. C=0.90 TO STR. 86 A=0.16 AC. C=0.67 TO STR. 84 A=0.20 AC. C=0.64 TO STR. 36 A=0.27 AC. C=0.33 TO STR. 19 A=0.06 AC. C=0.88 TO STR. 20 A=0.23 AC. C=0.73 TO STR. 87 A=0.07 AC. C=0.35 TO STR. 88 A=0.12 AC. C=0.34 TO STR. 89 A=0.29 AC. C=0.38 TO STR. 77 A=0.21 AC. C=0.79 ROOF DRAINS TO STR. 32C & 77C A=0.13 AC. C=0.90 TO STR. 30 A=0.14 AC. C=0.85 TO STR. 42 A=0.15 AC. C=0.88 TO STR. 29 A=0.15 AC. C=0.78 TO STR. 33 A=0.11 AC. C=0.90 TO STR. 37 A=0.07 AC. C=0.69 TO STR. 28 A=0.09AC. C=0.85 TO STR. 41 A=0.08 AC. C=0.53 TO STR. 39 A=0.34 AC. C=0.27 TO STR. 38 A=0.09 AC. C=0.27 TO STR. 27 A=0.03 AC. C=0.89 TO STR. 105 A=0.28 AC. C=0.60 TO STR. 106 A=0.12 AC. C=0.79 TO STR. 108 A=0.28AC. C=0.34 TO STR. 104 A=0.03 AC. C=0.80 TO STR. 103 A=0.09 AC. C=0.67 TO STR. 107 A=0.92 AC. C=0.37 TO STR. 111 A=0.70 AC. C=0.71 ROOF DRAINS TO STR. 25A A=0.07 AC. C=0.90 TO STR. 11A A=0.20 AC. C=0.81 TO STR. 12A A=0.15 AC. C=0.87 TO EX. STR. 203 A=1.80 AC. C=0.54 TO STR. 87A A=0.04 AC. C=0.30 TO STR. 31 A=0.13 AC. C=0.78 TO STR. 22 A=0.18 AC. C=0.36 TO STR. 20A A=0.07 AC. C=0.87 TO STR. 35C A=0.17 AC. C=0.62 TO STR. 25A A=0.09AC. C=0.32 TO STR. 35A A=0.14 AC. C=0.41 TO STR. 40B A=0.00 AC. C=0.44 TO STR. 77C A=0.02 AC. C=0.90 TO STR. 56F A=0.02AC. C=0.46 TO STR. 56G A=0.06 AC. C=0.60 TO STR. 56B A=0.00 AC. C=0.41 TO STR. 56E A=0.01 AC. C=0.61 TO STR. 35B A=0.13 AC. C=0.30 TO STR. 44 A=0.08 AC. C=0.79TO STR. 43A A=0.01 AC. C=0.90 TO STR. 43C A=0.01 AC. C=0.90 TO STR. 32 A=0.01 AC. C=0.56 TO STR. 32A A=0.00 AC. C=0.90TO STR. 32C A=0.02 AC. C=0.88 TO STR. 77A A=0.04 AC. C=0.81 TO STR. 87B A=0.01 AC. C=0.85 TO STR. 73A A=0.08 AC. C=0.78 TO STR. 54 A=0.16 AC. C=0.90 TO STR. 56A A=0.01 AC. C=0.86 TO STR. 56D A=0.01 AC. C=0.66 TO STR. 56C A=0.04 AC. C=0.40 TO STR. 56AA A=0.02 AC. C=0.52 TO STR. 40 A=0.02 AC. C=0.66 TO STR. 40A A=0.03 AC. C=0.71 TO STR. 35 A=0.08 AC. C=0.90 TO STR. 52 A=0.03 AC. C=0.38 TO STR. 33B A=0.03 AC. C=0.90 TO STR. 37A A=0.00 AC. C=0.30 TO STR. 43 A=0.00 AC. C=0.90 TO STR. 110 A=0.12 AC. C=0.77 ROOF DRAINS TO STR. 89 A=0.06 AC. C=0.90 TO SEDIMENT BASIN A=13.61 AC. C=0.70 DESIGN HIGH WATER (25YR STORM CLOGGED) = 810.71' 100 YR WSE (CLOGGED) = 811.09' TO STR. 55 A=0.14 AC. C=0.74 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664E&S PHASE I FOR PHASE 2 DEVELOPMENTRev. No.Date 08 08-09-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 50' C100A 12/07/2020 KAS 20-12 2039 AREA OF CONCERN - CONTRACTOR TO INVESTIGATE CONDITIONS FOR STABILITY AND CONSULT WITH A GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL REQUIREMENTS SHOULD IT BE DETERMINED AREA IS UNSTABLE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SMART FENCE/SUPER SILT FENCE TEMPORARY DIVERSION DIKE CULVERT INLET PROTECTION ROCK CHECK DAMS SILT FENCE LIMITS OF CLEARING & GRADING DRAINAGE DIVIDES OUTLET PROTECTION NO. KEY SYMBOL DESCRIPTION 3.09 3.08 3.20 3.05 3.18 3.02 LCG OP DD CIP CFS SF CE CD SAFETY FENCE/TREE PROTECTION3.01/ 3.38 SAF 3.32 PS PERMANENT SEEDING IP STORM DRAIN INLET PROTECTION3.07 3.36 B/M SOIL STABILIZATION BLANKETS & MATTING EROSION/SEDIMENT CONTROL LEGEND STORMWATER CONVEYANCE CHANNEL3.17 SCC TEMPORARY SEDIMENT BASIN3.14 SB 3.31 TS TEMPORARY SEEDING SSFSMF COMPOST FILTER SOCK NOTES: 1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOIL STABILIZATION BLANKETS (EC-2). 2.SEE SHEET C604 FOR OUTLET PROTECTION COMPUTATIONS. NOTE: SEDIMENT BASIN #2 ONLY NEEDED IF DOWNSTREAM SEDIMENT BASIN #1 HAS BEEN CONVERTED TO STORMWATER MANAGEMENT FACILITY (WET POND) FSW FSW FSW FSW FSW FSW FSW FSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWG GGGGGGG GG SSS SSSSSS S S SSSSSW W W W WWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W WWWWWWWWMWM WM WMWM WM WM WM GG FSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSW FSW FSW FSW FSW FSW FSW FSW FSW FSW FSW FSW FSWWM WM W W W W NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERW A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATER W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAIN S T O W A T E R W A Y S NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAIN S T O W A T E R W A Y S NYLOPLAS T DUCTILE IRON DO NOT POL L U T E D R A I N S T O W A T E R W A Y S NYLOPLAS T DUCTILE IRON DO NOT POL L U T E D R A I N S T O W A T E R W A Y SNYLOPLASTDUCTILE IRONDO NOT PO L L U T E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAIN S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DR A I N S T O W A T E R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT PO L L U T E D R A I N S T O W A T E R W A Y S NYLOPLASTDUCTILE IRONDO NOT POLLU T E D R A I N S T O W A T E R W A Y S NYLOPLA S T DUCTILE IRO N DO NOT PO L L U T E D R A I N S T O W A T E R W A Y S NYLOPLASTDUCTILE IRONDO NOT POLLUT E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE I R O N DO NOT PO L L U T E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE I R O N DO NOT PO L L U T E D R A I N S T O WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WA T E R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WA T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRA I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WA T E R W A Y S NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST 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 WATERWAYSNYLOPLASTDUCTILE IRON DO NOT POL LUTE DR A I N S T O W A T E R W A YS DO NOT POLLUTE DUCTILE I R O N NYLOPLAST DRAINS TO W A TERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T ERWAYS DO NOT POLLUTE DUCTILE IR ON NYLOPL A S T DRAINS TO W A T E R W A Y S DO NOT POL L U T E DUCTILE IRON NYLOPLAS T DRAINS TO W A T E R W A Y S NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRA I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE D R A I N S TO W A T E R W A Y S 73 72 71 70 69 65 64 59 60 55 54 53 79 81 82 71A 85 93 94 95 97 98 99 100 72 71 70 69 68 67 66 65 64 63 59 60 61 79 80 81 82 71A 85 92 93 94 95 96 97 98 99 100 96A 83A 80A NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRO N DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLU T E DRAINS T O W A T E R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATER W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAS T DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLU T E D R AINS TO W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE D RAIN S T O WATE R W A Y S NYLOPLAST DUCTILE IR O N DO NOT POLLUT E D R A I N S T O W A T E R W A Y S DO NOT POLLU T E DUCTILE IRO N NYLOPL A S T DRAINS TO WA T E R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLA S T DRAINS TO W A T E R W A YS DO NOT POLL U T E DUCTILE I R O N DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DRAINS T O WATERW A Y S DO NOT POLLUT E DUCTILE IRON DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATER W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS 82A NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLU T E D R A I N S T O W A T E R W A Y S 61B 61A 61C DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS 80C 80B NYLOPL A S T DRAINS TO W A T E R W A YS DO NOT POLLU T E DUCTILE I R O N NYLOPL A S T DRAINS TO W A T E R W A YS DO NOT POLLU T E DUCTIL E I R O N DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS 200 201 101 101A 2 1 3 4 5 6 7 8 910R=5'R=5'R=5'R=5'R=5'R=4.5'R=5'R=5'R=5' R=5'R=5'R=5'R=10'R=5'R= 5 'R=5'R=5' R=5'R=5'R= 5 'R=5'R=5'R=5'R=133 7. 5' R = 7 9 . 5 ' R=412.5' R=1207. 5' R=1 0 4 . 5 ' PROP. PATIO (TYP.) PROP. CROSSWALK (TYP.) PROP. WET POND PROP. WET POND RTC RTC RTC RTC 3 4 5 1 2 PROP. VILLA USE: R2 CONST. TYPE: VA HEIGHT: 60' AREA: 20,987 SF (VUSBC 503) SPRINKLER SYSTEM: 13R PROP. 5' S/W PROP. 5' S/W PROP. VILLA USE: R2 CONST. TYPE: VA HEIGHT: 60' AREA: 23,402 SF (VUSBC 503) SPRINKLER SYSTEM: 13R PROP. VILLA USE: R2 CONST. TYPE: VA HEIGHT: 60' AREA: 23,760 SF (VUSBC 503) SPRINKLER SYSTEM: 13R PROP. VILLA USE: R2 CONST. TYPE: VA HEIGHT: 60' AREA: 23,760 SF (VUSBC 503) SPRINKLER SYSTEM: 13R PROP. VILLA USE: R2 CONST. TYPE: VA HEIGHT: 60' AREA: 20,152 SF (VUSBC 503) SPRINKLER SYSTEM: 13R PROP. CROSSWALK (TYP.) CG-12B PROP. CROSSWALK (TYP.) CG-12B PROP. STAIRS W/HANDRAIL CG-12B R=136 2. 5' R=29.5' R=29.5' R=1182. 5' R=38 7.5' PROP. GARAGE (TYP.) PROP. GARAGE (TYP.) PROP. GARAGE (TYP.) PROP. GARAGE (TYP.) PROP. GARAGE (TYP.) PROP. BALCONY (TYP.) PROP. BALCONY (TYP.) PROP. BALCONY (TYP.) PROP. BALCONY (TYP.) PROP. BALCONY (TYP.) 58.14' 43.74' 24.0' 12 .0 ' 12. 5 '12.2'18.0'18.0'18.0' 18.0' 18.0' 18.0'26.0'26.0'11.0'18.0 ' 18.0' 24.0' 18.0'12.0'11.0 '20.0 ' 18.0'12.0 '12.3 '12.0'12.3'20.0'18.0'12.0 '12.3 ' 20.0'24.0'12. 0 ' 24.0'12 .0 ' 18.0' 12 . 0 '12.5 '12.0 ' 20.0' 18.0' 24.0' 20.0'12.0 '10.0 ' 35.0'12.0 '11.0 '5.0 '12.0 '12.0 '12.0 '12. 0 ' 12. 5 '12. 0 ' 12. 0 ' 12. 0 ' 12. 0 ' 12. 0 '12.0 '12.0'12.0 '12.0'5.0 '10.0 '18.0 ' 22.0'18.0 ' 22.0' 22.0'18.0 ' 22.0'22.0'20. 2 ' 22.0'18 .0 ' 22.0'18.0 '18.0 ' 22.0'20.0'12.3 ' 12. 5 ' PROP. PEDESTRIAN BRIDGE PROP. PEDESTRIAN BRIDGE PROP. 5' TRAIL "B" PROP. RETAINING WALL (TYP.) LIMITS OF DISTURBANCE (TYP.) PROP. GENERATOR PAD (TYP.) PROP. GENERATOR PAD (TYP.) PROP. GENERATOR PAD (TYP.) PROP. INGRESS/ EGRESS EASEMENT 11.0'R=5'R= 3 '10.0 '10.0 ' 29.4' 11. 0 ' 10. 0 ' 5.0 '24.0'10. 0 '5.0'18.0' 18.0'10.0'20.0'18.0'11.0' 5.0'20.0 ' R=5' 10.0' 10.0' 10.0'18.0 'R=5'18.0' R=5'R=5'R=5'R=5' CG-12B CG-12B CG-12B CG-12B CG-12B CG-12B CG-12B PROP. CROSSWALK (TYP.) PROP. CROSSWALK (TYP.)CG-6BOLD ROCKDRIVEFELDSPAR CT.TRAVERTINEWAY BOLD R O C K DRIVE BOLD ROCK DRIVE BOLD R O C K DRIVE BASALT CT.WM PROP. ROUNDABOUT SIGN (W2-6) 71B NYLOPLAST DUCTILE IRON DO NOT PO L L U T E D R A I NS T O W A T E R W A Y S PHASE 1 PHASE 2 PROP. YIELD SIGN WWWWWWWWWWWW W W W W W W NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRO N DO NOT POLLU T E D R A I N S T O W A TER W A Y S 100'75'FREDERICK COUNTYCITY OF WINCHESTERDO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYSSSS SSSSSSSSSSS54.9' DO NOT POLLUTE DUCTILE IR O N NYLOP L A S T DRAINS TO W A T E RWAYS WWWFSWFSWFSWWW GGG FSWDO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WA T E RWAYS DO NOT POLLUTE DUCTILE I R O N NYLOPLAST DRAINS TO WATER W A Y S DO NOT POLLUTE DUCTILE I R O N NYLOPL A S T DRAINS TO WATER W A Y S 18 17 16 15 14 19 20 21 22 2728 42 29 41 30 31 33 77 46 47 12 11 10 84 86 88 89 103 107 104 108 105 109 87 87A 1 3A 3 128 131 130 32A 38 39 35B 73A 18 17 16 15 14 13 19 20 21 22 23 24 25A 2728 36 3744 42 29 41 30 31 33 77B 77 7675 74 73 56 55 54 53 57 49 50 51 52 45 46 47 48 12 11 10 11A 12A 84 86 88 89 102A 103 107 104 108106 105 109 111 110 87 87A 2 1 3A 3 128 127 131 130 3232B 38 39 40 35 25 32C 56A 56B 56C 56D 56E 56F 56G 77A 56AA 20A 35C 35A 40A 40B 109A 77C 77D 43A43B43C 33C33B 33A 45A 102 73B 73C73D 37A 102B 106B 106A 106C 43 NOSE DOWN CURB PROP. CURB TRANSITION3:12FE= 864.37 1FE= 853.70 GAR= 843.70 2FE= 863.60 1FE= 852.93 GAR= 842.93 2FE= 844.33 1FE= 833.67 GAR= 823.67 2FE= 860.30 1FE= 849.63 GAR= 839.63 2FE= 842.77 1FE= 832.10 GAR= 822.10 BUILDING PAD FUTURE DEVELOPMENT 5R "H" "H" "K" "K" "L" "L" "M" "N" "M" "N" 822 820842860 854 856 858 852 862 860 854 856 858 852 854 856 858 858 860 854 856 8 4 2 8 4 0 842852 83884084284484684883483683282 8 826 824 822838 838842822822822 822 842 808 810 824 820 822 81081281481681883 2 8 3 4 83 0 826824822820818 820 816 818 820 8248228248228208 1 8 8 4 6 8 4 8 8 5 0 852 822822 822 840838 842 842 842832 830828824 826852826"I" "I" "J" "J" 824 826 824 82 8 82 8 828 844 842 844 846 848 850 852 818 816 814 812 806 805 8088208 2 4 822805 806 804 8208 2 0 822842 LCG LCG LCG LCG LCG LCG LCG LCG LCG LCG CFS CFS CFS CFS CFS CFS CFS *COMPOST FILTER SOCK TO BE REMOVED AFTER INSTALLATION OF UNDERGROUND SWM FACILITY 12" COMPOST FILTER SOCK DIVERSION BERM 12" COMPOST FILTER SOCK DIVERSION BERM CFS SMF CFS CFS CFS APPROX. LOCATION OF CHAIN LINK FENCE. EXACT LOCATION TO BE DETERMINED BY CONTRACTOR AT TIME OF INSTALLATION. APPROX. LOCATION OF CHAIN LINK FENCE. EXACT LOCATION TO BE DETERMINED BY CONTRACTOR AT TIME OF INSTALLATION. GATE GATE GATE PROP. GRAVEL STORAGE PAD NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERW A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERW A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATER W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WA T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRA I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WA T E R W A Y S NYLOPLASTDUCTILE IRON DO NOT POL LUTE DR A I N S T O W A T E R W A YS NYLOPLAST DUCTILE IRONDO NOT POLLUTE D R A I N S TO W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRO N DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLU T E DRAINS T O W A T E R W A Y S NYLOPLAST DRAINS T O WATERW A Y S DO NOT POLLUT E DUCTILE IRON NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATER W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS TO STR. 56 A=0.12 AC. C=0.54 TO EX STR A=0.87 AC. C=0.80 TO 36" CFS #1 A=1.46 AC. C=0.60 TO 12" CFS #3 A=0.26 AC. C=0.60 TO STR. 73D A=0.00 AC. C=0.30 TO STR. 73C A=0.06 AC. C=0.38 TO STR. 73B A=0.02 AC. C=0.38 ROOF DRAINS TO STR. 80A & 101 A=0.13 AC. C=0.90 ROOF DRAINS TO STR. 82, 80, & 71 A=0.13 AC. C=0.90 ROOF DRAINS TO STR. 82A, 74, & 72 A=0.13 AC. C=0.90 ROOF DRAINS TO STR. 70 A=0.06 AC. C=0.90 ROOF DRAINS TO STR. 83, 71B, & 71A A=0.06 AC. C=0.90 ROOF DRAINS TO STR. 61 A=0.13 AC. C=0.90 ROOF DRAINS TO STR. 35C & 20A A=0.13 AC. C=0.90 ROOF DRAINS TO STR. 41 A=0.06 AC. C=0.90 ROOF DRAINS TO STR. 52 A=0.13 AC. C=0.90 ROOF DRAINS TO STR. 48 & 16 A=0.13 AC. C=0.90 ROOF DRAINS TO STR. 40B A=0.06 AC. C=0.90 ROOF DRAINS TO STR. 33B & 43C A=0.13 AC. C=0.90 ROOF DRAINS TO STR. 30 A=0.06 AC. C=0.90 ROOF DRAINS TO STR. 61B A=0.13 AC. C=0.90 ROOF DRAINS TO STR. 94 A=0.06 AC. C=0.90 TO STR. 23 A=0.31 AC. C=0.38 TO STR. 25 A=0.02 AC. C=0.41 TO STR. 21 A=0.27 AC. C=0.31 TO STR. 24 A=0.06 AC. C=0.34 TO STR. 17 A=0.04 AC. C=0.86 TO STR. 18 A=0.05 AC. C=0.85 TO STR. 16 A=0.31 AC. C=0.48 TO STR. 15 A=0.21 AC. C=0.82 TO STR. 14 A=0.07 AC. C=0.87 TO STR. 47 A=0.17 AC. C=0.82 TO STR. 46 A=0.07 AC. C=0.90 TO STR. 48 A=0.10 AC. C=0.76 TO STR. 50 A=0.18 AC. C=0.89 TO STR. 57 A=0.10 AC. C=0.40 TO STR. 11 A=0.29 AC. C=0.62 TO STR. 12 A=0.11 AC. C=0.85 TO STR. 51 A=0.32 AC. C=0.79 TO STR. 61 A=0.10 AC. C=0.80 TO STR. 66 A=0.03 AC. C=0.30 TO STR. 67 A=0.02 AC. C=0.52 TO STR. 65 A=0.29AC. C=0.80 TO STR. 64 A=0.28 AC. C=0.80 TO STR. 80 A=0.09 AC. C=0.72 TO STR. 82 A=0.09 AC. C=0.84 TO STR. 79 A=0.24 AC. C=0.77 TO STR. 69 A=0.08 AC. C=0.80 TO STR. 70 A=0.07 AC. C=0.80 TO STR. 71 A=0.05 AC. C=0.90 TO STR. 81 A=0.21 AC. C=0.77 TO STR. 73 A=0.02 AC. C=0.86 TO STR. 75 A=0.12 AC. C=0.89 TO STR. 76 A=0.08 AC. C=0.87 TO STR. 74 A=0.02 AC. C=0.90 TO STR. 86 A=0.16 AC. C=0.67 TO STR. 84 A=0.20 AC. C=0.64 TO STR. 85 A=0.12 AC. C=0.44 TO STR. 100 A=0.34 AC. C=0.41 TO STR. 99 A=0.13 AC. C=0.37 TO STR. 98 A=0.10 AC. C=0.41 TO STR. 97 A=0.23 AC. C=0.36 TO STR. 96 A=0.06 AC. C=0.40 TO STR. 95 A=0.17 AC. C=0.38 TO STR. 94 A=0.30 AC. C=0.38 TO STR. 93 A=0.13 AC. C=0.38 ROOF DRAINS TO STR. 99 A=0.06 AC. C=0.90 ROOF DRAINS TO STR. 85 & 100 A=0.06 AC. C=0.90 TO STR. 36 A=0.27 AC. C=0.33 TO STR. 19 A=0.06 AC. C=0.88 TO STR. 20 A=0.23 AC. C=0.73 TO STR. 87 A=0.07 AC. C=0.35 TO STR. 88 A=0.12 AC. C=0.34 TO STR. 89 A=0.29 AC. C=0.38 TO STR. 77 A=0.21 AC. C=0.79 ROOF DRAINS TO STR. 32C & 77C A=0.13 AC. C=0.90 TO STR. 30 A=0.14 AC. C=0.85 TO STR. 42 A=0.15 AC. C=0.88 TO STR. 29 A=0.15 AC. C=0.78 TO STR. 33 A=0.11 AC. C=0.90 TO STR. 37 A=0.07 AC. C=0.69 TO STR. 28 A=0.09AC. C=0.85 TO STR. 41 A=0.08 AC. C=0.53 TO STR. 39 A=0.34 AC. C=0.27 TO STR. 38 A=0.09 AC. C=0.27 TO STR. 27 A=0.03 AC. C=0.89 TO STR. 105 A=0.28 AC. C=0.60 TO STR. 106 A=0.12 AC. C=0.79 TO STR. 108 A=0.28AC. C=0.34 TO STR. 104 A=0.03 AC. C=0.80 TO STR. 103 A=0.09 AC. C=0.67 TO STR. 107 A=0.92 AC. C=0.37 TO STR. 111 A=0.70 AC. C=0.71 ROOF DRAINS TO STR. 25A A=0.07 AC. C=0.90 TO STR. 11A A=0.20 AC. C=0.81 TO STR. 12A A=0.15 AC. C=0.87 TO EX. STR. 203 A=1.80 AC. C=0.54 TO STR. 87A A=0.04 AC. C=0.30 TO STR. 31 A=0.13 AC. C=0.78 TO STR. 22 A=0.18 AC. C=0.36 TO STR. 20A A=0.07 AC. C=0.87 TO STR. 35C A=0.17 AC. C=0.62 TO STR. 25A A=0.09AC. C=0.32 TO STR. 35A A=0.14 AC. C=0.41 TO STR. 40B A=0.00 AC. C=0.44 TO STR. 77C A=0.02 AC. C=0.90 TO STR. 56F A=0.02AC. C=0.46 TO STR. 56G A=0.06 AC. C=0.60 TO STR. 56B A=0.00 AC. C=0.41 TO STR. 56E A=0.01 AC. C=0.61 TO STR. 35B A=0.13 AC. C=0.30 TO STR. 44 A=0.08 AC. C=0.79 TO STR. 96A A=0.18 AC. C=0.34 TO STR. 43A A=0.01 AC. C=0.90 TO STR. 43C A=0.01 AC. C=0.90 TO STR. 32 A=0.01 AC. C=0.56 TO STR. 32A A=0.00 AC. C=0.90TO STR. 32C A=0.02 AC. C=0.88 TO STR. 77A A=0.04 AC. C=0.81 TO STR. 87B A=0.01 AC. C=0.85 TO STR. 73A A=0.08 AC. C=0.78 TO STR. 59 A=0.11 AC. C=0.83 TO STR. 54 A=0.16 AC. C=0.90 TO STR. 71A A=0.07 AC. C=0.46 TO STR. 68 A=0.04 AC. C=0.54 TO STR. 61B A=0.05 AC. C=0.61 TO STR. 60 A=0.24 AC. C=0.71 TO STR. 61C A=0.03 AC. C=0.82 TO STR. 56A A=0.01 AC. C=0.86 TO STR. 56D A=0.01 AC. C=0.66 TO STR. 56C A=0.04 AC. C=0.40 TO STR. 56AA A=0.02 AC. C=0.52 TO STR. 72 A=0.05 AC. C=0.89 TO STR. 40 A=0.02 AC. C=0.66 TO STR. 40A A=0.03 AC. C=0.71 TO STR. 35 A=0.08 AC. C=0.90 TO STR. 52 A=0.03 AC. C=0.38 TO STR. 33B A=0.03 AC. C=0.90 TO STR. 37A A=0.00 AC. C=0.30 TO STR. 43 A=0.00 AC. C=0.90 TO STR. 82A A=0.00 AC. C=0.34 TO STR. 71B A=0.03 AC. C=0.61 TO STR. 83 A=0.01 AC. C=0.63TO STR. 83A A=0.01 AC. C=0.67 TO STR. 80A A=0.18 AC. C=0.63 TO STR. 61A A=0.00 AC. C=0.50 TO STR. 110 A=0.12 AC. C=0.77 ROOF DRAINS TO STR. 89 A=0.06 AC. C=0.90 DESIGN HIGH WATER (100YR STORM) = 805.12' DRY STORAGE WET STORAGE DESIGN HIGH WATER (100YR STORM) = 805.12' DRY STORAGE WET STORAGE TO STR. 55 A=0.14 AC. C=0.74 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664E&S PHASE IIRev. No.Date 08 08-09-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 50' C101 12/07/2020 KAS 20-12 2039 AREA OF CONCERN - CONTRACTOR TO INVESTIGATE CONDITIONS FOR STABILITY AND CONSULT WITH A GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL REQUIREMENTS SHOULD IT BE DETERMINED AREA IS UNSTABLE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SMART FENCE/SUPER SILT FENCE TEMPORARY DIVERSION DIKE CULVERT INLET PROTECTION ROCK CHECK DAMS SILT FENCE LIMITS OF CLEARING & GRADING DRAINAGE DIVIDES OUTLET PROTECTION NO. KEY SYMBOL DESCRIPTION 3.09 3.08 3.20 3.05 3.18 3.02 LCG OP DD CIP CFS SF CE CD SAFETY FENCE/TREE PROTECTION3.01/ 3.38 SAF 3.32 PS PERMANENT SEEDING IP STORM DRAIN INLET PROTECTION3.07 3.36 B/M SOIL STABILIZATION BLANKETS & MATTING EROSION/SEDIMENT CONTROL LEGEND STORMWATER CONVEYANCE CHANNEL3.17 SCC TEMPORARY SEDIMENT BASIN3.14 SB 3.31 TS TEMPORARY SEEDING SSFSMF COMPOST FILTER SOCK NOTES: 1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOIL STABILIZATION BLANKETS (EC-2). 2.SEE SHEET C604 FOR OUTLET PROTECTION COMPUTATIONS. 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664 MINIMUM CONSTRUCTION STANDARDS An erosion and sediment control program adopted with this plan must be consistent with the VSECH for 9VAC25-840-40 minimum standards: 1.Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 14 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2.During construction of the project, soil stock piles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3.A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. 4.Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land-disturbing activity and shall be made functional before upslope land disturbance takes place. 5.Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6.Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a.The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b.Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a 100-year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7.Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 8.Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9.Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10.All storm sewer inlets that are made operable during construction shall be protected so that sediment-laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11.Before newly constructed stormwater conveyance channels or pipes are made operational, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 12.When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 13.When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. 14.All applicable federal, state and local requirements pertaining to working in or crossing live watercourses shall be met. 15.The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. 16.Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a.No more than 500 linear feet of trench may be opened at one time. b.Excavated material shall be placed on the uphill side of trenches. c.Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off-site property. d.Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e.Restabilization shall be accomplished in accordance with this chapter. f.Applicable safety requirements shall be complied with. 17.Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land-disturbing activities. 18.All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the VESCP authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19.Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria. Stream restoration and relocation projects that incorporate natural channel design concepts are not man-made channels and shall be exempt from any flow rate capacity and velocity requirements for natural or man-made channels: a.Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural or man-made receiving channel, pipe or storm sewer system. For those sites where runoff is discharged into a pipe or pipe system, downstream stability analyses at the outfall of the pipe or pipe system shall be performed. b.Adequacy of all channels and pipes shall be verified in the following manner: (1)The applicant shall demonstrate that the total drainage area to the point of analysis within the channel is one hundred times greater than the contributing drainage area of the project in question; or (2)(a) Natural channels shall be analyzed by the use of a two-year storm to verify that stormwater will not overtop channel banks nor cause erosion of channel bed or banks. (b)All previously constructed man-made channels shall be analyzed by the use of a 10-year storm to verify that stormwater will not overtop its banks and by the use of a two-year storm to demonstrate that stormwater will not cause erosion of channel bed or banks; and (c)Pipes and storm sewer systems shall be analyzed by the use of a 10-year storm to verify that stormwater will be contained within the pipe or system. c.If existing natural receiving channels or previously constructed man-made channels or pipes are not adequate, the applicant shall: (1)Improve the channels to a condition where a 10-year storm will not overtop the banks and a two-year storm will not cause erosion to the channel, the bed, or the banks; or (2)Improve the pipe or pipe system to a condition where the 10-year storm is contained within the appurtenances; (3)Develop a site design that will not cause the pre-development peak runoff rate from a two-year storm to increase when runoff outfalls into a natural channel or will not cause the pre-development peak runoff rate from a 10-year storm to increase when runoff outfalls into a man-made channel; or (4)Provide a combination of channel improvement, stormwater detention or other measures which is satisfactory to the VESCP authority to prevent downstream erosion. d.The applicant shall provide evidence of permission to make the improvements. e.All hydrologic analyses shall be based on the existing watershed characteristics and the ultimate development condition of the subject project. f.If the applicant chooses an option that includes stormwater detention, he shall obtain approval from the VESCP of a plan for maintenance of the detention facilities. The plan shall set forth the maintenance requirements of the facility and the person responsible for performing the maintenance. g.Outfall from a detention facility shall be discharged to a receiving channel, and energy dissipators shall be placed at the outfall of all detention facilities as necessary to provide a stabilized transition from the facility to the receiving channel. h.All on-site channels must be verified to be adequate. i.Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipe system, or to a detention facility. j.In applying these stormwater management criteria, individual lots or parcels in a residential, commercial or industrial development shall not be considered to be separate development projects. Instead, the development, as a whole, shall be considered to be a single development project. Hydrologic parameters that reflect the ultimate development condition shall be used in all engineering calculations. k.All measures used to protect properties and waterways shall be employed in a manner which minimizes impacts on the physical, chemical and biological integrity of rivers, streams and other waters of the state. l.Any plan approved prior to July 1, 2014, that provides for stormwater management that addresses any flow rate capacity and velocity requirements for natural or man-made channels shall satisfy the flow rate capacity and velocity requirements for natural or man-made channels if the practices are designed to (i) detain the water quality volume and to release it over 48 hours; (ii) detain and release over a 24-hour period the expected rainfall resulting from the one year, 24-hour storm; and (iii) reduce the allowable peak flow rate resulting from the 1.5, 2, and 10-year, 24-hour storms to a level that is less than or equal 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 is equal to the runoff volume from the site when it was in a good forested condition divided by the runoff volume from the site in its proposed condition, and shall be exempt from any flow rate capacity and velocity requirements for natural or man-made channels as defined in 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 velocity requirements of § 62.1-44.15:52 A of the Act and this subsection shall be satisfied by compliance 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 such land-disturbing activities are in accordance with 9VAC25-870-48 of the Virginia Stormwater Management Program (VSMP) Regulation or are exempt pursuant to subdivision C 7 of § 62.1-44.15:34 of the Act. n.Compliance with the water quantity minimum standards set out in 9VAC25-870-66 of the Virginia Stormwater Management Program (VSMP) Regulation shall be deemed to satisfy the requirements of this subdivision 19.E&S NARRATIVERev. No.Date 05 08-31-2021HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAN/A C102 12/07/2020 KAS 20-12 2039 EROSION AND SEDIMENT CONTROL NARRATIVE Description: The project will consist of the construction of 10 multi-family dwellings and associated utilities and SWM facilities. The property is located in Frederick County and the City of Winchester Virginia and zoned RP and LR respectively. The site is located east of the intersection of Fox Drive and Fort Braddock Court. A total of 20.95 acres 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 wooded. The majority of the site drains from north to south to an existing storm drain system and then to Abrams Creek. The site also drains west to east to existing storm drain system and then to Opequon Creek. Typical slopes range between 1.5% and 16%. Adjacent areas: The site is bounded by Fox Drive to the west, residential property to the north, south, and east. Adjacent properties are zoned RP and LR. Offsite areas: No offsite areas will be impacted by this project. Soils: The existing soil conditions were obtained from the NRCS Soils Survey. Refer to the soils map this sheet. Critical areas: No critical areas are identified with this project. Erosion And Sediment Control Measures: Unless otherwise indicated, all vegetative and structural erosion and sediment control measures shall be constructed and maintained according to the minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook. Structural Measures: Phase I: Phase IA: Install Safety Fence (3.01) and tree protection as shown on the plans to prevent access to critical areas. Install Temporary Construction Entrance with Wash Rack (3.02) as shown on the plans to minimize sediment carried onto roadway. Install silt fence (3.05), super silt fence, and compost filter sock as shown on the plans to intercept and detain small amounts of sediment from disturbed areas during construction in order to prevent sediment from leaving the site. Install storm drain inlet protection (3.07) as shown on plans to prevent sediment from entering storm drainage systems prior to permanent stabilization of the disturbed area. Culvert inlet protection (3.08) shall be located at culvert entrances as shown to prevent sediment from entering, accumulating in and being transferred by the culvert prior to permanent stabilization of the disturbed area. Install box culvert for permanent SWM facility/temporary sediment basin prior to sediment basin being operational to allow for construction of box culverts. Phase IB: Install Temporary Sediment Basins (3.14), as shown on plans, to detain sediment-laden runoff from disturbed areas long enough for the majority of the sediment to settle out. Note: Sediment Basin #1 will become a permanent stormwater facility upon completion of the project. Contractor is to install the permanent SWM structures associated with the pond during Phase I E&S measures. The structure must be modified in order to serve as temporary sediment basins. SWM basins shall not be converted from temporary sediment basins until their respective drainage areas are completed and fully stabilized. Outlet protection (3.18) shall be installed on all outlets as shown on the plan sheets. 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. Soil stabilization blankets & matting (3.36) shall be installed over steep 3:1 or greater cut and fills slope which have been brought to final grade and seeded to protect from rill and gully erosion. Phase II: Phase I controls shall remain into Phase II for the duration of the project or until drainage area is stabilized. Culvert inlet protection (3.08) shall be located at culvert entrances as shown to prevent sediment from entering, accumulating in and being transferred by the culvert prior to permanent stabilization of the disturbed area. 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 shall redirect the concentrated flow away from the fill slope by installing diversion dike and divert the runoff to sediment traps or sediment basins. Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1 or greater) and as needed to stabilize disturbed areas. Vegetative Measures: Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven (7) days to denuded areas that may not be at final grade but will remain dormant for longer than fourteen (14) days. Permanent soil stabilization shall be applied to all areas that are to be left dormant for more than one year. Topsoil that has been stockpiled shall be surrounded with silt fence and protected by mulch and/or temporary vegetation immediately after grading. All earth berms, diversions and sediment trap embankments are to be machine-compacted, seeded and mulched (hay mulch or straw) for temporary and/or permanent vegetative cover immediately after construction Erosion control mats shall be installed over steep (3:1) cut and fills slope which have been brought to final grade and seeded to protect from rill and gully erosion. Management Strategies: Construction shall be sequenced such that grading operations will begin and end as quickly as possible. The site superintendent shall be responsible for the installation and maintenance of all erosion and sediment control measures. Maintenance of these measures throughout the project is critical to the effectiveness of the program. After areas above controls have been stabilized, the controls shall be cleaned up and removed. Electric power, telephone, storm, sanitary, water & gas supply trenches are to be compacted, seeded and mulched within five (5) days after backfilling. No more than 500 feet are to be open at any one time. All cut and fill slopes are to be seeded and mulched within five (5) days of completion of grading. Drainage swales shall be stabilized with check dams until vegetation has been well established, at which time the check dams shall be removed. Devices listed above are considered minimum erosion and sediment controls. Additional control measures may be necessary due to contractor phasing or other unforeseen conditions. It is the contractor's responsibility to provide additional measures to those shown, as needed, in order to control erosion and contain sediment on site. All measures shall be installed according to the standards and specifications in the Virginia Erosion and Sediment Control Handbook. Stormwater Management: Increased runoff from this development will be controlled by the Project's stormwater management facilities. Maintenance Program: All control measures shall be inspected daily by the site superintendent or his representative and within 24 hours after any storm event greater than 0.5 inches of rain per 24-hour period. Any damaged structural measures are to be repaired by the end of the day. Seeded areas shall be checked regularly to ensure that a good stand of grass is maintained. All areas shall be fertilized and reseeded as needed until grass is established. Trapped sediment is to be removed as required to maintain 50% trap efficiency and disposed of by spreading on site. Inlet protection shall be checked regularly for sediment build-up. If the gravel outlet is clogged by sediment, it shall be removed and cleaned or replaced immediately. The contractor is responsible for keeping existing public roads in a clean, dust and mud free, condition at all times. Erosion and sediment control program: Phase I Phase IA 1.Hold pre-construction meeting on site with inspector. 2.Install construction entrance. 3.Clearing and grubbing for sediment control devices only. Initial limits of clearing and grading shown for installation of sediment control devices. 4.Placement of sediment control devices (perimeter sediment controls). 5.Install double box culvert for permanent SWM facility/temporary sediment basin. Phase IB 6.Install temporary sediment basin. 7.Obtain inspector's approval prior to beginning grading operations. 8.Clear and grub main area of site protected by installed E&S controls. Phase II 9.Rough grade remainder of site. 10.Install drainage devices with sediment control. 11.Final grading. 12.Restoration and stabilization of disturbed areas. 13.Clean road box culverts of any remaining sediment. 14.Remove erosion and sediment control measures with the approval of the inspector. ALL areas to be stabilized 100% prior to installation of wetland cells and or bioretention basins. Note: The Frederick County Public Works and Engineering Department or The City Of Winchester retain the right to add and/or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and the environment. Seeding schedule (soil stabilization): 1.All 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 Top Clover. 6.Mulch all seeded areas with straw mulch applied at a rate of 3,500 lbs per acre anchored with cutback 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 and repeated as needed to control dust. Permanent Stormwater Management Facility Maintenance Program: This project has been designed to provide water quantity and water quality protection measures per the Virginia Department of Environmental Quality requirements. Below is a project specific list of tasks for inspection and maintenance with references to maintenance documents published by other parties but considered a part of this program. Please review this document and all referenced documents at the start of the maintenance program to fully understand the needs for proper operation and maintenance of these installed stormwater management facilities. At a minimum, the following inspection and maintenance items must be provided for the facilities included in this program. Task Frequency Vegetation Maintenance Twice Per Year (keep structures clear/berms free of woody species) Inspection for animal burrows Twice per Year Repair/eradicate invasive animals Within 30 days of inspection Visual Inspection for proper operation Monthly or after a significant rain event (removal of trash, removal of blockage, erosion) Visual Inspection of BMP orifices in SWM Ponds 2,8 Monthy Repair of damage due to rain events Within 30 days of inspection (repair erosion, remove sediment, remove blockage) If any of the inspections result in finding damage or blocked structures, the owner must take action to make the necessary repairs. All repair and damage must be back to original conditions shown in the construction plans. For more detailed information on inspection and maintenance of specific design items shown on the construction plans please refer to either the “VDOT BMP Maintenance Manual - June 2016' (available at http://www.virginiadot.org/business/resources/BMP_Maintenance_Manual_20160913.pdf ) or the Virginia Department of Environmental Quality's Stormwater Management's stormwater publications (available at http://www.deq.virginia.gov/Programs/Water/StormwaterManagement/Publications.aspx). DEQ publications will provide details for specific water quantity or water quality design methods. If the project includes proprietary stormwater treatment systems, please refer to the manufacturer's recommendations for inspection, operation and maintenance to ensure the systems operate at the design parameters. 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664E&S DETAILSRev. No.Date 05 08-31-2021HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAN/A C103 12/07/2020 KAS 20-12 2039 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664E&S DETAILSRev. No.Date 05 08-31-2021HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAN/A C104 12/07/2020 KAS 20-12 2039 102 101 100FLOWFLOW 2"x2" WOODEN STAKES PLACED @ 10' O.C. COMPOST FILTER SOCK EXISTING CONTOURS UNDISTURBED AREA PLAN VIEW COMPOST FILTER SOCK 2" x 2" WOODEN STAKES PLACED @ 10' O.C. BLOWN / PLACED FILTER MEDIA UNDISTURBED AREADISTURBED AREA SECTION VIEW NOTES: 1.COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE SOCK SHALL BE EXTENDED AT LEAST 8' UP SLOPE AT 45° TO THE MAIN SOCK ALIGNMENT. 2.TRAFFIC SHALL NOT BE PERMITTED TO CROSS FILTER SOCKS. 3.ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2 THE ABOVE GROUND HEIGHT OF THE SOCK AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN. 4.SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURER'S SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF INSPECTION. 5.BIODEGRADABLE FILTER SOCK SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 6.UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH SHALL BE CUT OPEN AND THE MULCH SPREAD AS A SOIL SUPPLEMENT. 7.COMPOST SHALL MEET THE FOLLOWING STANDARDS OR APPROVED MANUFACTURER'S RECOMMENDATIONS. ORGANIC MATTER CONTENT ORGANIC PORTION Ph MOISTURE CONTENT PARTICLE SIZE SOLUBLE SALT CONCENTRATION 80% - 100% (DRY WEIGHT BASIS) FIBROUS AND ELONGATED 5.5 - 8.0 35% - 55% 98% PASS THROUGH 1" SCREEN 5.0 dS MAXIMUM COMPOST FILTER SOCK DISTURBED AREA 12" MIN. TABLE 4.2 Material Type 3 mil HDPE 5 mil HDPE 5 mil HDPE Multi-Filament Polypropylene (MFPP) Heavy Duty Multi-Filament Polypropylene (HDMFPP) Material Characteristics Photo- degradable Photo- degradable Bio- degradable Photo- degradable Photo- degradable 12" 18" 24" 32" 12" 18" 24" 32" 12" 18" 24" 32" 12" 18" 24" 32" 12" 18"Sock Diameters Mesh Opening 3/8"3/8"3/8"3/8"1/8" Textile Strength 26 psi 26 psi 44 psi 202 psi 100% at 1000 hr. 100% at 1000 hr. 23% at 1000 hr. 23% at 1000 hr. Ultraviolet Stability % Original Strength (ASTM G-155) 2 years1 year6 months9 months6 months Minimum Functional Longevity Twy-ply systems Inner Containment Netting Composite Polypropylene Fabric (Woven layer & non-woven fleece mechanically fused via needle punch) HDPE biaxial net Continuously wound Fusion-welded junctures 3/4" x 3/4" Max. aperture size Outer Filtration Mesh 3/16" Max. aperture size Sock fabrics composed of burlap may be used on projects lasting 6 months or less. Table 4.1 COMPOST SOCK FABRIC MINIMUM SPECIFICATIONS Filtrexx & JMD 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664E&S SEDIMENT BASIN DETAILSRev. No.Date 06 01-18-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAN/A C105 12/07/2020 KAS 20-12 2039 SEDIMENT BASIN CONVERSION TO SWM BASIN NOTES: 1.THE DETAIL ABOVE SHOWS THE PERMANENT RISER AND OUTFALL STRUCTURE IN COLOR GRAY AND TEMPORARY E&S MODIFICATIONS 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, INSTALL A TEMPORARY E&S RISER ON THE LOW FLOW (ORIFICE) REVERSE PIPE WITH TEMPORARY DEWATERING ORIFICE AND DEWATER DEVICE. 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 E&S RISER AND DEWATERING DEVICE. -INSTALL POND GCL LINER -INSTALL ENDWALL AND BMP TRASH RACK ON END OF LOW FLOW REVERSE PIPE. -SEE SHEETS C303 AND C304 FOR SWM BASIN DETAILS. STORMWATER MANAGEMENT BASIN 1 PRINCIPAL RISER SECTION SEDIMENT BASIN CONVERSION NTS 100 YR WS ELEV = 805.12' INV.=797.0 PROP. TOP OF RISER ELEV =802.60 18" RCP ASTM C-361 (RUBBER GASKETS W.T. JOINT S ) REVERSE PIPE 3' DIA CMP DRY STORAGE ELEV = 802.60' INSTALL 3-6" DEWATERING ORIFICES = 800.50' WET STORAGE ELEV = 800.50' 0.5' TRASH RACK & ANIT-VORTEX DEVICE NOT SHOWN FOR CLARITY TEMP. PERFORATED POLYETHYLENE DRAINAGE PIPE DEWATERING SYSTEM SEE DETAIL THIS SHEET 6' STEEL BASE (1/4" THICK, SQUARE SEEL BASE) 3.0' 0.5' EMERGENCY SPILLWAY ELEV = 803.60' 1.0' TEMPORARY RISER FOR E&S 2 YR WS ELEV =802.79' 25 YR WS ELEV =804.54' TOP OF EMBANKMENT ELEV = 808.20' 2.5' 2.5' OF STONE, GRAVEL, OR COMPACTED SOIL 18" RCP ASTM C-361 (RUBBER GASKETS W.T. JOINTS) 3:1 PRECAST RCP BASE AND RISER STRUCTURE (VDOT A4 CONCRETE) - INSIDE 4' DIA. CONCRETE FILL FOR BUOYANCY INV = 791.05 18" RCP ASTM C-361 (RUBBER GASKETS W.T. JOINTS) REVERSE PIPE PROP. G R A D E TOP OF RISER ELEV =808.20 INV.=799.5 INV.=791.15 10" DIP DRAIN INV = 784.55 3:1 TOP OF EMBANKMENT ELEV.=808.20 12' WIDE 6.5' 4' 2 YR Routing 25 YR Routing 100 YR Routing Primary = Riser Structure Secondary = Emergency Spillway Primary = Riser Structure Secondary = Emergency Spillway Primary = Riser Structure Secondary = Emergency Spillway 0.5'TOP OF RISER= 809.60' TEMP. PERFORATED POLYTHYLENE DRAINAGE PIPE DEWATERING SYSTEM. SEE DETAIL THIS SHEET TRASH RACK & ANTI-VORTEX DEVICE NOT SHOWN FOR CLARITY DRY STORAGE ELEV = 809.60' WET STORAGE ELEV = 808.00' 2 YR WS ELEV = 809.64' 25 YR CLOGGED WS ELEV = 810.71' 100 YR CLOGGED WS ELEV = 811.09' PROP. G R A D E = 3 : 1 PRO P . G R A D E = 3 : 1 TOP OF EMBANKMENT ELEV= 813.90' INV. OUT = 802.30' ORIFICE INV. = 808.00' 6" ORIFICE 4'2.5'8'X8' 1/4" STEEL PLATE 5.3'X5.3' ANTI-SEEP COLLARS 4:1 PHREATIC LINE TEMP. RISER FOR E&S 10' CL I RIP-RAP 2' INV. IN = 802.80' TEMPORARY 100' - 36" CMP @0.50% EX. GRADE 49A 49B 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664E&S SEDIMENT BASIN DETAILS FOR PHASE 2 DEVELOPMENTRev. No.Date 08 08-09-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAN/A C106 12/07/2020 KAS 20-12 2039 2 YR Routing 25 YR Routing 100 YR Routing Primary = Riser Structure Primary = Riser Structure Primary = Riser Structure · · · LO W VOL T A G E U01 FIRE P U M P U02 1 2 23 4 5 6 6 667 7 8910 11 12 13 14 15 16 ELE C T R I C B E L L 8" 6" 6" 6"6"6" 6" 6"6"6" FIR E P U M P U02 LOW VOL T A G E U01 4"FD - 4 4"FD - 4 3"V U P 3"V U P , 3"V T R 4" 4"4"4" 4" 4"S A N , R E F E R T O C I V I L SW G S F O R C O N T I N U A T I O N GC O INV E L E V = - 3 ' - 0 " ± B F F BE L F L BEL F L ABV C L G NYLOPLAST DUCTILE IR O N DO NOT POLLUTE DR A I N S T O W A T E R W A Y S NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DR A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAIN S T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLU T E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUT E D R A I N S T O W A T E R W A Y S DO NOT POLLU T E DUCTILE I R O N NYLOPLA S T DRAINS TO WAT E R W A Y S DO NOT POLLUTE DUCTILE IR O N NYLOPLAST DRAINS TO WATE R W A Y S 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 IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYSNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAS T DUCTILE IR O N DO NOT POLLUTE D R AINS TO WATER W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T ER W A Y S DO NOT POLL U T E DUCTILE I R O N NYLOPL A S T DRAINS TO W A T E R W AY S NYLOPLAS T DUCTILE IRO N DO NOT POLLU T E D R A IN S T O W AT E R W A YS NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T ER W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S TO W A T E RW A Y S NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATER W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATER W A Y S NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLU T E DUCTILE I R O N NYLOPLAS T DRAINS TO W A T E R W AY S DO NOT POLLUTE DUCTILE IR O N NYLOPLAST DRAINS TO WAT E R W A Y S DO NOT POLLUTE DUCTILE IRO N NYLOPLAST DRAINS TO WATE R W A Y S DO NOT POLLU T E DUCTILE IR O N NYLOPLA S T DRAINS TO WAT E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POL L U T E D R AINS TO WATER W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DR A INS TO W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLL U TE DRA I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DR A I N S TO WAT E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLU T E DUCTILE I R O N NYLOPLA S T DRAINS TO W A T E R W AY S DO NOT POLLUT E DUCTILE I R O N NYLOPL A S T DRAINS TO W A T E R W AY S DO NOT POL L U T E DUCTILE I R O N NYLOPLA S T DRAINS TO W A T E R W AY S NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON DO NOT POL L U T E DUCTILE I R O N NYLOPLAST DRAINS TO WATERW A Y S NYLOPLAST DRAINS TO WATERWAYSDO NOT POLLUTE DUCTILE IRON DO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSDO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYSDO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS MAINTE N A N C E M01MAINT E N A N C E M01 3/4"C W S E R V I C E , R E F E R T O CIVIL D W G S F O R C O N T I N U A T I O N BEL G R A D E 3/4" 3/4"C W U P 3/4"WH-1@ 1'-6 " A F F DO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYS NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON DO NOT POLLUTE DUCTILE IR O N NYLOPLAST DRAINS TO WATE R W A Y S BOLD ROCK DRIVE FELDSPARCT.TRAVERTINEWAYBOLD ROCKDRIVE BOLD ROCKDRIVEBOLD ROCKDRIVE BASALT CT.WMNYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS PHASE 1PHASE 2NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS FREDERICK COUNTY CITY OF WINCHESTER DO NOT POLLUTE DUCTILE IR O N NYLOPLAST DRAINS TO WATE R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS B2E2G2H2I2J2BCDFGHJKLM2NOPIC2D2F2K2EAF33421561079847.96' 108.21'141.66'249.99'435.39'60.07'567.79'485.83'496.83'80.14'76' 90.34'159.35'217.78'494.56'347.73'337.11'208.24'456.66 ' 211.02'582.78'54.89'353.37'360.3'85.81'220.56'420.28'449.37'43.74'87.29'116.74'343.78'102.3'92.67'226.17'363.86'119.95'144.7'131.99'170.83'217.07'233.32'237.8'260.89'280.69'58'5.51'4 9 . 5 '26.59'30.25'43.03 ' 32.26' 22.93' 24.89'36.52' 73.27' 57.43'59.32'29.66'34.4'32.2'32.2'33.18'38. 4 2 ' 23.86' 23.38' 22.93' 21.44'MPHASE 1PHASE 21450 1440146114711430142061014106001400163167OVERALL SITE & UTILITY PLAN HACKWOODS - SVWC LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #51-22CITY OF WINCHESTERSP NUMBER: SP-20-664Rev. No.Date1503-01-20241" = 60'C20012/07/2020KAS20-12 2039SHEETS C203 & C207SHEETS C201 & C205SHEETS C202 & C206 N 67°09'15" W - 412.99'N 68°00'22" W - 185.50'N 15°27'03" E - 385.45' N 15°27'03" E - 385.45' N 16°00'58" E - 215.77' N 16°00'58" E - 215.74' NYLOPLAST DUCTILE IRONDO NOT POLLU T E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POL L U T E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLU T E D R A I N S T O W A T E R W A Y S NYLOP L A S T DUCTILE I R O N DO NOT P O L L U T E D R A I N S T O W A T E R W A Y S NYLOPLA S T DUCTILE I R O N DO NOT P O L L U T E D R A I N S T O W A T E R W A Y S NYLOPLAS T DUCTILE IRON DO NOT PO L L U T E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLU T E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POL L U T E D R A I N S T O W A T E R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOP L A S T DUCTILE I R O N DO NOT P O L L U T E D R A I N S T O W A T E R W A Y S NYLOPLASTDUCTILE IRON DO NOT PO L L U T E D R A I N S T O W A T E R W A Y S NYLOPLAS TDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPL A S TDUCTILE IRON DO NOT P O L L U T E D RAINS TO WATE R W A Y S NYLOPLAS TDUCTILE IRON DO NOT P O L L U T E DRAINS TO W A T E R W A Y S NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST 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 WATERWAYSNYLOPLASTDUCTILE IRON DO NOT P O L L U TE DRAIN S T O W ATERW A Y S DO NOT PO L L U T E DUCTILE I R ON NYLOPLAS T DRAINS TO WATERW A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLA S T DUCTILE IRON DO NOT POLLUTE DRAIN S T O W ATERWA Y S NYLOPLAST DUCTILE IRO N DO NOT POLLUTE DRAINS T O W A T E RWAYS NYLOPL A S T DUCTILE IRONDO NOT POLLUTE DRAINS TO WATE R WA Y S NYLOPLA S T DUCTILE IR O N DO NOT POL L U T E D RAINS T O W A T ERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE I R O N DO NOT POLLUTE DRAINS TO WATERWAYSDO NOT POLL U T E DUCTILE I R ON NYLOPLAS T DRAINS TO WA T E R W A YS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DRAINS TO WAT E R WAYS DO NOT POL L U T E DUCTILE IRON NYLOPLA S T DUCTILE I R O N DO NOT P O L L U T E D R A I N S T O W A T E R W A Y S NYLOPLAST DRAINS T O WATERW A Y S DO NOT POLLUTE DUCTILE IR ONNYLOPLAST DRAINS T O WATERW A YS DO NOT POLLUT E DUCTILE IRO N DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWA Y S PROP. PATIO (TYP.) PROP. WET POND PROP. WET POND 6 7 8 910 PROP. VILLA USE: R2 CONST. TYPE: VA HEIGHT: 60' AREA: 19,651 SF (VUSBC 503) SPRINKLER SYSTEM: 13R PROP. PATIO (TYP.) PROP. GARAGE (TYP.) PROP. GARAGE (TYP.) PROP. GARAGE (TYP.) PROP. GARAGE (TYP.)PROP. GARAGE (TYP.) PROP. BALCONY (TYP.) PROP. BALCONY (TYP.) PROP. BALCONY (TYP.) PROP. BALCONY (TYP.) PROP. BALCONY (TYP.) 58.29' 80.14'12.5'12.3'12.3'9.0'12.0'12.3'12.5'11.0'9.0'26.0'26.0'9.0'12.0'12.0'12.0'12.0'20.0' 20.0'20.0'20.0' 20.0' 18. 0 '12.0'22. 0 '20.0 ' 20. 0 ' 20. 0 ' 20.0' 20.0'20.0'20.0'12.0'12.0'9.0'20.0' 20.0' 20.0' 20.3'22.0'12.0'12.0'12.0'12.0'20.0' 24.0'18.0' 20.3' 24.0'18.0'26.0'120.0'20.0'39.5'12.0'12.0'12.0'12.5'10.5'9.0'12.0'11.0'5.0'12.0'12.5'12.0'12.0'11.0'5.0'12.0'12.0'12.0'12.0'11.0'5.0'22.0'18.0'22.0'18.0'22.0'18.0'22.0'18.0'22.0' 20.0' 35.0'10.0'10.0'12.0'12.0'12.5'12.0'12.5'12.0'PROP. VILLA USE: R2 CONST. TYPE: VA HEIGHT: 60' AREA: 19,651 SF (VUSBC 503) SPRINKLER SYSTEM: 13R PROP. VILLA USE: R2 CONST. TYPE: VA HEIGHT: 60' AREA: 23,864 SF (VUSBC 503) SPRINKLER SYSTEM: 13R PROP. VILLA USE: R2 CONST. TYPE: VA HEIGHT: 60' AREA: 23,760 SF (VUSBC 503) SPRINKLER SYSTEM: 13R PROP. VILLA USE: R2 CONST. TYPE: VA HEIGHT: 60' AREA: 20,152 SF (VUSBC 503) SPRINKLER SYSTEM: 13R 80'50' PROP. RETAINING WALL (TYP.) PROP. RETAINING WALL (TYP.) PROP. RETAINING WALL (TYP.) PROP. 5' TRAIL LIMITS OF DISTURBANCE (TYP.) LIMITS OF DISTURBANCE (TYP.)PROP. ENTRY GATE PROP. GENERATOR PAD (TYP.) PROP. GENERATOR PAD (TYP.) PROP. GENERATOR PAD (TYP.) PROP. STAIRS 20.0' 20.0' 60.0' 20.0' PROP. TYPE 3 BARRICADE w/ ROAD CLOSED SIGN (R11-2) 27.0' PROP. INGRESS/ EGRESS EASEMENT 20.0'22.0'20.0' 20.0'20.0'26.1'9.0'9.0'9.0'20.0' 20. 0 '5.0'12.0'10.5'12.0'20.0' 14. 0 ' 14.0' PROP. STAIRS W/HANDRAIL 14.0'BOLD ROCKDRIVEFELDSPAR CT. BOLD ROCK DRIVE BASALT CT.3.0'3.0'3.3'18.0'3.0'3.0'3.2'3.2'4.9' 4.9 '3.6'3.0'3.0'3.0'FREDERICK COUNTYCITY OF WINCHESTERPROP. GRAVEL TEMPORARY STAGING AEA DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS PROP. GUARDRAIL PROP. GUARDRAIL PROP. TYPE 3 BARRICADE w/ ROAD CLOSED SIGN (R11-2)54.9'13.2'18.6'13.3' 281.4' 7.0' 5.0'4.0' 8.4' 14.7' CURB TRANSITION CG-6 TO RTC PROP. 5' TRAIL "A" (TYP.) PROP. 5' SIDEWALK (TYP.) CG-12B PROP. 5' S/W PROP. CROSSWALK (TYP.) CG-12B CG-12B CG-12B PROP. CROSSWALK (TYP.) PROP. CROSSWALK (TYP.) CG-12B CG-12B PROP. CROSSWALK (TYP.) CG-12B PROP. PATIO (TYP.) R=8' R=8' CURB TRANSITION CG-6 TO RTC R=187.5'R=387.5'R=1362.5' R=1182.5' PROP. PEDESTRIAN BRIDGE MINI-ROUNDABOUT PROP. 5' ASPHALT SIDEWALK (TYP.) CG-12B CG-12B CG-12B CG-12B PROP. STOP SIGN PROP. YIELD SIGN PROP. CROSSWALK (TYP.) PROP. CROSSWALK (TYP.) CROSSWALK CG-12B PROP. STOP BAR CG-12B CG-12B CG-12B 2.5' (W) CURB CUT (2" DEPRESS.) NOSE DOWN CURB (TYP.) CG-12B CG-12B CG-12B CG-12B 3.0' (W) CURB CUT (2" DEPRESS.) 3.0' (W) CURB CUT (2" DEPRESS.) 2.5' (W) CURB CUT (2" DEPRESS.) CURB FLUSH W/EP (SEE NOTE) 3.0' (W) CURB CUT (2" DEPRESS.) CURB FLUSH W/EP (SEE NOTE) CURB FLUSH W/EP (SEE NOTE) 4.0' (W) CURB CUT (2" DEPRESS.) CONC. GUTTER CURB FLUSH W/EP (SEE NOTE) PROP. STOP SIGN PROP. STOP BAR NOSE DOWN CURB (TYP.)NOSE DOWN CURB (TYP.) NOSE DOWN CURB (TYP.) NOSE DOWN CURB (TYP.) NOSE DOWN CURB (TYP.) NOSE DOWN CURB (TYP.) NOSE DOWN CURB (TYP.) TURN CURB INTO WALL PROP. STREET SIGN PROP. ROUNDABOUT SIGN (W2-6) PROP. WARNING SIGN "NO SWIMMING" PROP. WARNING SIGN "NO SWIMMING" PROP. WARNING SIGN "NO SWIMMING" PROP. WARNING SIGN "NO SWIMMING" PROP. WARNING SIGN "NO SWIMMING" PROP. STREET SIGN PROP. DOUBLE STREET SIGN PROP. DOUBLE STREET SIGN PROP. WARNING SIGN "NO SWIMMING" CURB TRANSITION CG-6R TO CG-6 CURB TRANSITION CG-6R TO CG-6 PROP. STOP SIGN PROP. STOP BAR PROP. 5' S/W LAT: 39.200949 LON:-78.179683 PROP. MONUMENT SIGN (DESIGN BY OTHERS) CG-12B R = 5 'R=5'R = 5 'R=5'R=5'R=5'R = 5 ' R = 5 'R=5'R = 5 'R=5'R = 5 'R=4'R=5' R=5'R=5'R= 5 'R=5'R = 4 ' R=5'R= 5 ' R=3' R = 4 'R=5'R=5'R=5 ' R=212 . 5 ' R=34.5'R=79.5 ' R=1337.5' R=1207.5' R=35'R=430'R=28'R=40'R=49.5 ' R=2 9 . 5 'R= 1 0 4 . 5 'R=50'R=28'R=370'R= 3 0 ' R=30' R = 3 0 ' R=8' R=5'R= 8 'R= 5 ' R=8'R= 8 ' R=18'R= 1 8 'CG-6CG-2CG-6CG-2CG-6CG-6RTCRTCRTCR=29.5'R=5'R=5'R=5' R=4' CG-F CG-F CG-FCG-R CG-R CG-F CG-RCG-R CG-F CG-R C G - F C G - RCG-FCG-RC G - R CG-R CG-FCG-R CG-R CG-F CG-R CG-6R3R 3R 4R 18 17 16 15 14 19 20 21 22 2728 42 29 41 30 31 33 46 47 12 11 10 89 109 1 3A 3 128 131 130 32A 38 39 35B 18 17 16 15 14 13 19 20 21 22 23 24 25A 2728 36 37 44 42 29 41 30 31 33 57 49 50 51 52 45 46 47 48 12 11 10 11A 12A 89 109 111 110 2 1 3A 3 128 127 131 130 3232B 38 39 40 35 25 32C 56A 56B 56C 56D 56E 56F 56G 20A 35C 35A 40A 40B 109A 77C 77D 43A43B43C 33C33B 33A 45A 37A 43 253.7'90.7'NOSE DOWN CURB PROP. CURB TRANSITION PROP. CURB TRANSITION NOSE DOWN CURB PROP.CONCRETE PAVERS (TYP.) (SEE SHEET L1.04) RIBBON CURB PROP. CONCRETE PAVERS (TYP.) (SEE SHEET L1.04) PROP. SWM ACCESS (GRASS) PROP. RIP-RAP PROP. RIP-RAP PROP. RIP-RAP PROP. RIP-RAP PROP. RIP-RAP PROP. RIP-RAP PROP. RIP-RAP PROP. RIP-RAP PROP. RIP-RAP PROP. RIP-RAP PROP. RIP-RAP PROP. RIP-RAP PROP. RIP-RAP PROP. RIP-RAP PHASE 1 PHASE 2 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664SITE PLANRev. No.Date 15 03-01-2024HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 30' C201 12/07/2020 KAS 20-12 2039 MATCH LINE SHEET C203 MATCH LINE SHEET C202NOTES: 1.ACCESSIBLE ROUTE MAX RUNNING SLOPE 5% AND MAX CROSS SLOPE 2%. 2.ALL SIDEWALK 5' WIDTH UNLESS NOTED OTHERWISE. 3.MAIL BOXES FOR RESIDENTIAL UNITS LOCATED INTERNAL TO THE BUILDING. 4.GARBAGE COLLECTION FOR RESIDENTIAL UNITS LOCATED INTERNAL TO THE BUILDING. 5.PROPERTY OWNER IS TO CONSERVE THE 50' MATURE WOODLAND FULL SCREEN FOR RESIDENTIAL SEPARATION BUFFER. THE PROPERTY OWNER IS NOT ALLOWED TO CLEAR THIS VEGETATION. 6.ALL ROOF LEADER CONNECTION TO DOWNSPOUT SHALL BE PER ARCHITECT DETAIL. 7.POWER,COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FOR REFERENCE PURPOSES IN COORDINATION OF CONSTRUCTION. DESIGN OF THESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANY PROVIDING THE SERVICE. IF ANY CONFLICTS BETWEEN THE CIVIL PLAN AND UTILITY COMPANY PLANS, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TO DETERMINE THE BEST COURSE OF ACTION. 8.HANDRAILS SHALL BE PROVIDED AT ALL EXTERIOR STAIRS AND RAMPS. LOCATION OF HANDRAILS TO BE DETERMINED IN THE FIELD AND PROVIDE 5' WIDE ACCESS. 9.RETAINING WALL DESIGN BY OTHERS (STRUCTURAL ENGINEER). SEE LANDSCAPE SHEETS FOR DETAILS OF HANDRAIL/GUARDRAIL FOR SIDEWALKS, RAMPS, STAIRS, RETAINING WALLS, CULVERTS AND BRIDGES. 10.SEE LANDSCAPE SHEETS OF STAIRS DETAILS. THE NUMBER OF RISERS ARE LISTED ON THE GRADING PLAN SHEETS . S 08° 0 3' 4 9" E - 2 4 1. 7 2' S 03°1 3' 3 9 " E - 2 1 6. 4 0' S 18°38'01" E - 269.66'N 75 °23 '40 " E - 190 .31 ' S 20°49'42" E - 120.43' B X W V U T S R C Q P O N M L K C J I H G F E D C N 15°27'03" E - 385.45' N 16°05'26" E - 282.11' N 4 8 ° 4 3 ' 4 5 " E - 2 1 3 . 2 4 ' 20 4 . 7 2 ' N 16°05'26" E - 282.08' N 15°27'03" E - 385.45'ELECTRIC BELL8"6"6"6"6"6"6"6"6"6"4"FD-44"FD-43"V UP3"V UP,3"VTR 4"SAN, REFE R T O CIVILSWGS F OR C ONTIN UATI ON GCO INV ELEV = -3'-0"± BFFBEL FLBEL FLABV CLG NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRA I N S T O W A T E R W A Y S NYLOPLAST DUCTILE I R O N DO NOT PO LLUTE DRAINS T O W A T E R W A Y S NYLOPL A S T DUCTILE I R O N DO NOT P O LLUTE DRAINS T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T E RWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE D R A I N S T O WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUT E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE D R A I N S T O W A T E R W A Y S NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRON DO NOT P O L L U T E DRAIN S T O W ATERWA Y S DO NOT POL L UTE DUCTILE IRON NYLOPLAST DRAINS T O W A TERWA Y S DO NOT P O L L U T E DUCTIL E IRON NYLOPL A ST DRAINS TO WATE R W A Y S DO NOT PO L L UTE DUCTILE I RON NYLOPL A ST DRAINS TO WATE R W A Y S NYLOPLASTDUCTILE IRON DO NOT P O L L U T E DRAIN S T O W ATERWA Y SNYLOPLAST DUCTILE IR O N DO NOT POL L U T E D RAINS T O W A T ERWAYS 73 72 71 70 69 65 64 59 60 55 54 53 79 81 82 71A 85 93 94 95 97 98 99 100 72 71 70 69 68 67 66 65 64 63 59 60 61 79 80 81 82 71A 85 92 93 94 95 96 97 98 99 100 96A 83A 80A NYLOPLA S T DUCTILE I R ON DO NOT POLLUTE DRAINS T O W A T ERWAYS NYLOPLAST DUCTILE I R ON DO NOT POLLUTE DRAINS TO WATERW AY S NYLOPLASTDUCTILE IRON DO NOT P O L L U TE DRAIN S T O WATERW A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWA Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLA S T DRAINS T O WATERW A YS DO NOT POLLUTE DUCTILE IRO N DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAIN S T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRA I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS T O W A T E R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS 82A NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WA T E R W A Y S 61B 61A 61C 3/4"CW SERVICE, REFER TOCIVIL DWGS FOR CONTINUATIONBEL GRADE3/4"CW UP3/4"WH-1@ 1'-6" AFFDO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS 80C 80B 200 201 101 101A R=5'R=5'R=5'R=5'R=5'R=4.5'R=5'R=5'R=5' R=5'R=5'R=5'R=10'R=5'R= 5 'R=5'R=5' R=5'R=5'R= 5 'R=5'R=5'R=5'R=133 7. 5' R = 7 9 . 5 ' R=412.5' R=1207. 5' R=1 0 4 . 5 ' PROP. PATIO (TYP.) PROP. CROSSWALK (TYP.) RTC RTC RTC RTC 3 4 5 6 1 2 PROP. VILLA USE: R2 CONST. TYPE: VA HEIGHT: 60' AREA: 20,987 SF (VUSBC 503) SPRINKLER SYSTEM: 13R PROP. 5' S/W PROP. 5' S/W PROP. VILLA USE: R2 CONST. TYPE: VA HEIGHT: 60' AREA: 23,402 SF (VUSBC 503) SPRINKLER SYSTEM: 13R PROP. VILLA USE: R2 CONST. TYPE: VA HEIGHT: 60' AREA: 23,760 SF (VUSBC 503) SPRINKLER SYSTEM: 13R PROP. VILLA USE: R2 CONST. TYPE: VA HEIGHT: 60' AREA: 23,760 SF (VUSBC 503) SPRINKLER SYSTEM: 13R PROP. VILLA USE: R2 CONST. TYPE: VA HEIGHT: 60' AREA: 19,651 SF (VUSBC 503) SPRINKLER SYSTEM: 13R PROP. VILLA USE: R2 CONST. TYPE: VA HEIGHT: 60' AREA: 20,152 SF (VUSBC 503) SPRINKLER SYSTEM: 13R PROP. CROSSWALK (TYP.) CG-12B PROP. CROSSWALK (TYP.) CG-12B PROP. STAIRS W/HANDRAIL CG-12B BUILDING R=13 6 2. 5' R=29.5' R=29.5' R=1182 . 5' R=387.5' PROP. GARAGE (TYP.) PROP. GARAGE (TYP.) PROP. GARAGE (TYP.) PROP. GARAGE (TYP.) PROP. GARAGE (TYP.) PROP. GARAGE (TYP.) PROP. BALCONY (TYP.) PROP. BALCONY (TYP.) PROP. BALCONY (TYP.) PROP. BALCONY (TYP.) PROP. BALCONY (TYP.) PROP. BALCONY (TYP.) 58.14' 43.74' 24.0'12.0 ' 12. 5 '12.2'18.0'18.0'18.0' 18.0' 18.0' 18.0'10.0'26.0'26.0'11.0'18.0 '9.0'18.0' 24.0'18.0' 20.3' 24.0'20.0'18.0' 24.0' 18.0'12.0'11.0 '20.0 ' 18.0'12.0 '12.3 '12.0'12.3'20.0'18.0'12.0 '12.3 ' 20.0'24.0'12. 0 ' 24.0'12.0 ' 18.0'12.0 '12.5 '12.0 ' 20.0' 18.0' 24.0' 20.0'12.0 '10.0 '26.0'11.0'5.0'12.0 '11.0 '5.0 '12.0 '12.0 '12.0 '12.0 ' 12. 5 '12.0 ' 12. 0 ' 12. 0 ' 12. 0 ' 12. 0 '12.0 '12.0'12.0'12.0'5.0 '10.0 '11.0'5.0'18.0 ' 22.0'18.0 ' 22.0' 22.0'18.0 ' 22.0'22.0'20. 2 '22.0'18.0 ' 22.0'18.0 '18.0 ' 22.0'20.0'12.0'12.0'12.5'12.0'12.5'12.0'12.3 ' 12. 5 ' PROP. PEDESTRIAN BRIDGE PROP. PEDESTRIAN BRIDGE 22. 0 ' PROP. 5' TRAIL "B" PROP. RETAINING WALL (TYP.) PROP. RETAINING WALL (TYP.) LIMITS OF DISTURBANCE (TYP.) PROP. GENERATOR PAD (TYP.) PROP. GENERATOR PAD (TYP.) PROP. GENERATOR PAD (TYP.) 20.0'11.0'R=5'R= 3 '10.0 '9.0'10.0'10.0 ' 29.4' 11. 0 ' 10. 0 ' 5.0 '24.0'10. 0 '5.0'18.0' 18.0'10.0'20.0'18.0'11.0' 5.0'20.0 ' R=5' 10.0' 10.0' 10.0'18.0 'R=5'18.0' R=5'R=5'R=5'R=5' 20.0' CG-12B CG-12B CG-12B CG-12B CG-12B CG-12B CG-12B PROP. CROSSWALK (TYP.) PROP. CROSSWALK (TYP.)CG-6BOLD R O C K DRIVE BOLD R O C K DRIV E FIRE PUMP HOUSE W M PROP. ROUNDABOUT SIGN (W2-6) 71B NYLOPLA S T DUCTILE IR O N DO NOT P O L L UTE D R A I N S T O WA T E R W A Y S PHASE 1 PHASE 2 PROP. RETAINING WALL (TYP.)PROP. YIELD SIGN NYLOPLA S T DUCTILE IR O N DO NOT P OLLU T E D R A I N S TO W A T E R W AYS NYLOP L A S T DUCTILE I R O N DO NOT POLLU T E D R A I N S TO W A T E R W AYS 100'75'PROP. GRAVEL TEMPORARY STAGING AEA 54.9' DO NOT POLLUTE DUCTILE IRO N NYLOPLAST DRAINS TO WATER W A Y S CURB TRANSITION CG-6 TO RTC PROP. 5' TRAIL "A" (TYP.) PROP. CROSSWALK (TYP.) CG-12B PROP. PATIO (TYP.) MOUNTABLE ISLAND PROP. MINI-ROUNDABOUT PROP. YIELD SIGN PROP. CROSSWALK (TYP.) CG-12B CG-12B CG-12B CG-12B PROP. STREET SIGN PROP. STREET SIGN PROP. ROUNDABOUT SIGN (W2-6) PROP. ROUNDABOUT SIGN (W2-6) PROP. YIELD SIGN CG-12B PROP. STREET SIGN PROP. STOP SIGN PROP. STOP BAR PROP. 5' S/W WALL MIN. 4" ABOVE S/W RIBBON CURB R = 5 'R=5'R = 5 'R=5'R= 5 'R=5'R=1337.5' R=40.5'R=40.5'R=30'R= 1 3 8 ' R=2 9 . 5 ' R= 4 0 . 5 'R= 3 0 'R= 1 6 2 ' C G - 6 RTCRTCC G - 6 CG-3R=29.5'CG-R 77 84 86 88 87 87A 73A 77B 77 7675 74 73 56 55 54 53 57 84 86 88 87 87A 32B32C 56A 56B 56C 56D 56E 56F 56G 77A 56AA 77C 77D 73B 73C73D NOSE DOWN CURB PROP. CURB TRANSITION PROP. CURB TRANSITION RIBBON CURB NOSE DOWN CURB PROP.CONCRETE PAVERS (TYP.) (SEE SHEET L1.04) RIBBON CURB PROP. CONCRETE PAVERS (TYP.) (SEE SHEET L1.04) PROP. RIP-RAP PROP. RIP-RAP PROP. RIP-RAP PROP. RIP-RAP PROP. RIP-RAP RIP-RAP PHASE 1 PHASE 2 5' PROPOSED 5' ROW DEDICATION 35'151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664SITE PLANRev. No.Date 15 03-01-2024HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 30' C202 12/07/2020 KAS 20-12 2039 MATCH LINE SHEET C203 MATCH LINE SHEET C201NOTES: 1.ACCESSIBLE ROUTE MAX RUNNING SLOPE 5% AND MAX CROSS SLOPE 2%. 2.ALL SIDEWALK 5' WIDTH UNLESS NOTED OTHERWISE. 3.MAIL BOXES FOR RESIDENTIAL UNITS LOCATED INTERNAL TO THE BUILDING. 4.GARBAGE COLLECTION FOR RESIDENTIAL UNITS LOCATED INTERNAL TO THE BUILDING. 5.PROPERTY OWNER IS TO CONSERVE THE 50' MATURE WOODLAND FULL SCREEN FOR RESIDENTIAL SEPARATION BUFFER. THE PROPERTY OWNER IS NOT ALLOWED TO CLEAR THIS VEGETATION. 6.ALL ROOF LEADER CONNECTION TO DOWNSPOUT SHALL BE PER ARCHITECT DETAIL. 7.POWER,COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FOR REFERENCE PURPOSES IN COORDINATION OF CONSTRUCTION. DESIGN OF THESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANY PROVIDING THE SERVICE. IF ANY CONFLICTS BETWEEN THE CIVIL PLAN AND UTILITY COMPANY PLANS, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TO DETERMINE THE BEST COURSE OF ACTION. 8.HANDRAILS SHALL BE PROVIDED AT ALL EXTERIOR STAIRS AND RAMPS. LOCATION OF HANDRAILS TO BE DETERMINED IN THE FIELD AND PROVIDE 5' WIDE ACCESS. 9.RETAINING WALL DESIGN BY OTHERS (STRUCTURAL ENGINEER). SEE LANDSCAPE SHEETS FOR DETAILS OF HANDRAIL/GUARDRAIL FOR SIDEWALKS, RAMPS, STAIRS, RETAINING WALLS, CULVERTS AND BRIDGES. 10.SEE LANDSCAPE SHEETS OF STAIRS DETAILS. THE NUMBER OF RISERS ARE LISTED ON THE GRADING PLAN SHEETS . S 08° 0 3' 4 9" E - 2 4 1. 7 2' S 03°1 3' 3 9 " E - 2 1 6. 4 0' PROPOSED CITY OF WINCHESTER WATER ESMT. X W V U T S R C Q P O N M L ELECTRIC BELL8"6"6"6"6"6"6"6"6"6"4"FD-44"FD-43"V UP 3"V UP,3"VTR 4"SAN, REFER T O CIVIL SWGS F OR C ONTINU A TI ON GCO INV ELEV = -3'-0"± B FFBEL FLBEL FLABV CLG NYLOPLAST DUCTILE I R O N DO NOT P O L L U T E D R A I N S T O W A T E R W A Y S NYLOPL A S T DUCTILE I R O N DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO W A T E R W A Y S NYLOPL A S T DUCTILE I R O N DO NOT P O L L U T E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTIL E IRON DO NOT POLLUTE D R A I N S T O W A T E RWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T E RWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE D R A I N S T O WATERWAYS NYLOP L A S TDUCTILE IRON DO NOT P O L L U T E D RAINS TO WATE R W A Y S NYLOPLASTDUCTILE IRON DO NOT POLLUTE D R A I N S TO WATE R W A Y S DO NOT P OLLUTE DUCTILE IRONNYLOPLAST DRAINS TO WATER W A Y S NYLOPLA S T DUCT I LE IRON DO NOT POLLUT E D R A I N S TO WA T E R W A YS DO NOT POLLUTE DUCTILE IRONNYLOPLAST DRAINS TO W A T E R W AYS DO NOT POLLUTE DUCTILE IRONNYLOPLAST DRAINS TO W A T E R W AYS 85 98 99 100 85 98 99 100 NYLOPLAST DUCTILE IRO N DO NOT POLLUTE DRAINS TO W A T E R W A YSNYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATE R WA Y S NYLOPLAST DUCTILE I R ON DO NOT POLLUTE DRAINS T O WA T ERWAYS NYLOPL ASTDUCTILE IRON DO NOT POLLUTE D R A I N S TO WATE R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRA I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WA T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WA T E R W A Y S NYLOPLASTDUCTILE I R O N DO NOT POLLUTE DRAINS TO WATERWAYS3/4"CW SERVICE, REFER TOCIVIL DWGS FOR CONTINUATIONBEL GRADE3/4"CW UP3/4"WH-1@ 1'-6" AFF5 R=5'R=10'R=5'R= 5 ' PROP. PATIO (TYP.) 5 6 7 PROP. VILLA USE: R2 CONST. TYPE: VA HEIGHT: 60' AREA: 23,760 SF (VUSBC 503) SPRINKLER SYSTEM: 13R PROP. VILLA USE: R2 CONST. TYPE: VA HEIGHT: 60' AREA: 19,651 SF (VUSBC 503) SPRINKLER SYSTEM: 13R STORAGE BUILDING R=29.5'PROP. GARAGE (TYP.) PROP. GARAGE (TYP.) PROP. GARAGE (TYP.) PROP. BALCONY (TYP.) PROP. BALCONY (TYP.) PROP. BALCONY (TYP.) PROP. BALCONY (TYP.)43.74' 80.14'5.5 '12.2'10.0'12.5'20.0' 20.0' 20.3'22.0'12.0'12.0'12.0'12.0'20.0' 18.0' 24.0'18.0' 20.3' 24.0'20.0'18.0' 24.0' 18.0'12.0'11.0 '20.0 '26.0'24 . 0 '12.0'12.5'12.0'12.0'12.0'5.0 '10.0 '11.0'5.0'18.0 '12.0'12.0'12.5'12.0'12.5'12.0'PROP. VILLA USE: R2 CONST. TYPE: VA HEIGHT: 60' AREA: 19,651 SF (VUSBC 503) SPRINKLER SYSTEM: 13R PROP. RETAINING WALL (TYP.) LIMITS OF DISTURBANCE (TYP.) PROP. PROP. GENERATOR PAD (TYP.) PROP. GENERATOR PAD (TYP.) PROP. STAIRS R= 3 '10.0'18.0'TRAVERTINEWAY BOLD ROCK DRIVE3.2'FIRE PUMP HOUSE W M PHASE 1 PHASE 2 PROP. TYPE 3 DO NOT POLLU T E DUCTILE I R ON NYLOPLAS T DRAIN S TO WA T E R W A YSDO NOT POLLUTE DUCTILE IRONNYLOPLAST DRAINS TO W A TERWA Y S DO NOT PO L L UTE DUCTIL E IRON NYLOPL A ST DRAINS TO WATE R W A Y S DO NOT PO L L UTE DUCTILE IRON NYLOPLAST DRAINS T O W A TERWA Y S LON:-78.176459 LAT:39.202546 CURB TRANSITION CG-6 TO RTC PROP. 5' SIDEWALK (TYP.) CG-12B CG-12B CG-12B R=1362.5' PROP. UNDERGROUND SWM FACILITY CURB TRANSITION CG-6 TO CG-6R CURB TRANSITION CG-6 TO CG-6R PROP. YIELD SIGN PROP. CROSSWALK (TYP.) CG-12B PROP. STOP BAR PROP. STOP SIGN CURB FLUSH W/EP (SEE NOTE) CURB FLUSH W/EP (SEE NOTE) 4.0' (W) CURB CUT (2" DEPRESS.) CONC. GUTTER CURB FLUSH W/EP (SEE NOTE)NOSE DOWN CURB (TYP.) NOSE DOWN CURB (TYP.) TURN CURB INTO WALL PROP. STREET SIGN PROP. ROUNDABOUT SIGN (W2-6) PROP. DOUBLE STREET SIGN PROP. ROUNDABOUT SIGN (W2-6) PROP. YIELD SIGN CG-12B PROP. STREET SIGN EXTEND RETAINING WALL MIN. 4" ABOVE S/W PROP. 5' SIDEWALK (TYP.) RELOCATE L.P. BEHIND S/W RELOCATE L.P. BEHIND S/W RELOCATE L.P. BEHIND S/W CG-12B R = 5 'R=5'R = 5 'R=5'R=5'R=5'R = 5 ' R = 5 ' R=1337.5'R=40.5'R=30'R= 1 3 8 'R=104'R=83'R= 2 5 ' R=5' R=2 9 . 5 ' R= 4 0 . 5 'R= 3 0 'R= 1 6 2 'R=80'R=107'R=25' C G - 6 RTCRTCC G - 6 CG-3CG-6CG-6CG-6R CG-6R CG-R CG-R CG-F CG-R 42 30 31 33 77 84 86 88 89 103 107 104 108 105 87 87A 32A 42 30 31 33 77B 77 7675 74 84 86 88 89 102A 103 107 104 108106 105 87 87A 3232B32C 77A 40A 40B 77C 77D 43B43C 33C33B 33A 102 102B 106B 106A 106C PROP. RIP-RAPCITY OF WINCHESTERFREDERICK COUNTYPROP. 5' SIDEWALK PROP. CROSSWALK (TYP.) PROP. TRUNCATED DOMES (TYP.) PROP. RETAINING WALL PROP. 5' SIDEWALK 4'151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664SITE PLANRev. No.Date 14 01-29-2024HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 30' C203 12/07/2020 KAS 20-12 2039 MATCH LINE SHEET C202 NOTES: 1.ACCESSIBLE ROUTE MAX RUNNING SLOPE 5% AND MAX CROSS SLOPE 2%. 2.ALL SIDEWALK 5' WIDTH UNLESS NOTED OTHERWISE. 3.MAIL BOXES FOR RESIDENTIAL UNITS LOCATED INTERNAL TO THE BUILDING. 4.GARBAGE COLLECTION FOR RESIDENTIAL UNITS LOCATED INTERNAL TO THE BUILDING. 5.PROPERTY OWNER IS TO CONSERVE THE 50' MATURE WOODLAND FULL SCREEN FOR RESIDENTIAL SEPARATION BUFFER. THE PROPERTY OWNER IS NOT ALLOWED TO CLEAR THIS VEGETATION. 6.ALL ROOF LEADER CONNECTION TO DOWNSPOUT SHALL BE PER ARCHITECT DETAIL. 7.POWER,COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FOR REFERENCE PURPOSES IN COORDINATION OF CONSTRUCTION. DESIGN OF THESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANY PROVIDING THE SERVICE. IF ANY CONFLICTS BETWEEN THE CIVIL PLAN AND UTILITY COMPANY PLANS, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TO DETERMINE THE BEST COURSE OF ACTION. 8.HANDRAILS SHALL BE PROVIDED AT ALL EXTERIOR STAIRS AND RAMPS. LOCATION OF HANDRAILS TO BE DETERMINED IN THE FIELD AND PROVIDE 5' WIDE ACCESS. 9.RETAINING WALL DESIGN BY OTHERS (STRUCTURAL ENGINEER). SEE LANDSCAPE SHEETS FOR DETAILS OF HANDRAIL/GUARDRAIL FOR SIDEWALKS, RAMPS, STAIRS, RETAINING WALLS, CULVERTS AND BRIDGES. 10.SEE LANDSCAPE SHEETS OF STAIRS DETAILS. THE NUMBER OF RISERS ARE LISTED ON THE GRADING PLAN SHEETS . MATCH LINE SHEET C201 S 08° 0 3' 4 9" E - 2 4 1. 7 2' S 03°1 3' 3 9 " E - 2 1 6. 4 0' S 18°38'01" E - 269.66' X W V U T S R C Q P O N M L K C J I N 15°27'03" E - 385.45' N 16°05'26" E - 282.11' N 4 8 ° 4 3 ' 4 5 " E - 2 1 3 . 2 4 ' 20 4 . 7 2 ' N 16°05'26" E - 282.08' N 15°27'03" E - 385.45'ELECTRIC BELL8"6"6"6"6"6"6"6"6"6"4"FD-44"FD-43"V UP 3"V UP,3"VTR 4"SAN, REFER T O CIVIL SWGS F OR C ONTINU A TI ON GCO INV ELEV = -3'-0"± B FFBEL FLBEL FLABV CLG NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T E RWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T E RWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE D R A I N S T O WATERWAYS NYLOPLA S TDUCTILE IRON DO NOT P O L L U T E D RAINS TO WATE R W A Y S NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRO N NYLOPLAST DRAINS TO WATER W A Y S NYLOPLA S T DUCTILE IRON DO NO T POLLUT E D R A I N S TO WA T E R W A YS DO NOT POLLUTE DUCTILE IRONNYLOPLAST DRAINS TO W A T E R W AYS DO NOT POLLUTE DUCTILE IRONNYLOPLAST DRAINS TO W A T E R W AYS NYLOPLASTDUCTILE IRON DO NOT P O L L U TE DRAIN S T O WATERW A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IR O N DO NOT POLLUTE DRAIN S T O W ATERWA YSNYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS T O W A T E RWAYS NYLOPLAST DUCTILE I R ON DO NOT POLLUTE DRAINS TO WATERW A YS NYLOP LASTDUCTILE IRON DO NOT POLLUTE D R A I N S TO WATE R W A Y S NYLOPLASTDUCTILE I R O N DO NOT POLLUTE DRAINS TO WATERWAYS3/4"CW SERVICE, REFER TOCIVIL DWGS FOR CONTINUATIONBEL GRADE3/4"CW UP3/4"WH-1@ 1'-6" AFFPROP. WET POND 6 10 PROP. VILLA USE: R2 CONST. TYPE: VA HEIGHT: 60' AREA: 19,651 SF (VUSBC 503) SPRINKLER SYSTEM: 13R BUILDING PROP. GARAGE (TYP.) PROP. GARAGE (TYP.) PROP. BALCONY (TYP.) 80.14'10.0'12.5'12.3'9.0'12.0'20.0' 20.0' 20.3'22.0'12.0'12.0'12.0'12.0'20.0' 18.0' 24.0'18.0' 20.3' 24.0'20.0'26.0'12.0'12.5'12.0'12.0'11.0'5.0'12.0'22.0'18.0'22.0'18.0'11.0'5.0'12.0'12.0'12.5'12.0'12.5'12.0'22. 0 ' PROP. VILLA USE: R2 CONST. TYPE: VA HEIGHT: 60' AREA: 20,152 SF (VUSBC 503) SPRINKLER SYSTEM: 13R 80'50' PROP. RETAINING WALL (TYP.) PROP. RETAINING WALL (TYP.) PROP. 5' TRAIL PROP. GENERATOR PAD (TYP.) PROP. STAIRS 20.0' PROP. TYPE 3 BARRICADE w/ ROAD CLOSED SIGN (R11-2) 27.0' 20.0'22.0'20.0'9.0'10.0'20.0' 14.0' FELDSPAR CT.BASALT CT.3.0'3.2'3.0'FIRE PUMP HOUSE WM NYLOPLA S T DUCTILE IR O N DO NOT PO L L U T E DRA I N S T O W ATER W A Y S PHASE 1 PHASE 2 PROP. RETAINING WALL (TYP.) NYLOPLA S T DUCTILE I R O N DO NOT POLLU T E D R A I N S TO W A T E R W AYS NYLOPLA S T DUCTILE IR O N DO NOT P O L L UTE D R A I N S T O WA T E R W A Y S 100'75'FREDERICK COUNTYCITY OF WINCHESTER49A49B PROP. GRAVEL TEMPORARY STAGING AEA TEMPORARY CONSTRUCTION ACCESS PROP. TYPE 3 BARRICADE w/ ROAD CLOSED SIGN (R11-2) DO NOT POLLU T E DUCTILE I R ON NYLOPLAS T DRAINS TO WA T E R W A YS CURB TRANSITION CG-6 TO RTC PROP. 5' TRAIL "A" (TYP.) PROP. CROSSWALK (TYP.) CG-12B CG-12B PROP. CROSSWALK (TYP.) CG-12B PROP. PATIO (TYP.) MOUNTABLE ISLAND R=1362.5' R=1182.5' PROP. PEDESTRIAN BRIDGE PROP. MINI-ROUNDABOUT PROP. YIELD SIGN PROP. CROSSWALK (TYP.) PROP. CROSSWALK (TYP.) CG-12B CG-12B CG-12B CG-12B 3.0' (W) CURB CUT (2" DEPRESS.) CURB FLUSH W/EP (SEE NOTE) CURB FLUSH W/EP (SEE NOTE) 4.0' (W) CURB CUT (2" DEPRESS.) CONC. GUTTER CURB FLUSH W/EP (SEE NOTE) NOSE DOWN CURB (TYP.) NOSE DOWN CURB (TYP.) NOSE DOWN CURB (TYP.) TURN CURB INTO WALL PROP. STREET SIGN PROP. STREET SIGN PROP. ROUNDABOUT SIGN (W2-6) PROP. DOUBLE STREET SIGN PROP. ROUNDABOUT SIGN (W2-6) PROP. YIELD SIGN CG-12B PROP. STREET SIGN PROP. STOP SIGN PROP. STOP BAR PROP. 5' S/W EXTEND RETAINING WALL MIN. 4" ABOVE S/W RIBBON CURB R = 5 'R=5'R = 5 'R=5'R=5'R=5'R = 5 ' R = 5 'R=5'R= 5 'R=5'R = 4 ' R=1337.5' R=1207.5' R=40.5'R=40.5'R=30'R= 1 3 8 ' R=2 9 . 5 ' R= 4 0 . 5 'R= 3 0 'R= 1 6 2 ' R=30' R = 3 0 ' C G - 6 RTCRTCC G - 6 CG-3R=29.5'CG-F CG-RCG-R CG-R CG-R CG-F CG-R 30 31 33 77 84 86 88 89 109 87 87A 32A 73A 30 31 33 77B 77 7675 74 73 56 55 54 53 57 49 50 51 52 84 86 88 89 109 111 110 87 87A 3232B32C 56A 56B 56C 56D 56E 56F 56G 77A 56AA 77C 77D 33B 33A 73B 73C73D PROP. CURB TRANSITION RIBBON CURB NOSE DOWN CURB PROP. TYPE 3 BARRICADE w/ ROAD CLOSED SIGN (R11-2) PROP.CONCRETE PAVERS (TYP.) (SEE SHEET L1.04) RIBBON CURB PROP. CONCRETE PAVERS (TYP.) (SEE SHEET L1.04) PROP. RIP-RAP PROP. RIP-RAP RIP-RAP PROP. RIP-RAP PROP. RIP-RAP PROP. RIP-RAP PHASE 1 PHASE 2 TEMPORARY CULVERT 5' PROPOSED 5' ROW DEDICATION 35'151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664SITE PLAN - PHASE 1 ONLYRev. No.Date 15 03-01-2024HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 30' C204 12/07/2020 KAS 20-12 2039 MATCH LINE SHEET C203 MATCH LINE SHEET C201NOTES: 1.ACCESSIBLE ROUTE MAX RUNNING SLOPE 5% AND MAX CROSS SLOPE 2%. 2.ALL SIDEWALK 5' WIDTH UNLESS NOTED OTHERWISE. 3.MAIL BOXES FOR RESIDENTIAL UNITS LOCATED INTERNAL TO THE BUILDING. 4.GARBAGE COLLECTION FOR RESIDENTIAL UNITS LOCATED INTERNAL TO THE BUILDING. 5.PROPERTY OWNER IS TO CONSERVE THE 50' MATURE WOODLAND FULL SCREEN FOR RESIDENTIAL SEPARATION BUFFER. THE PROPERTY OWNER IS NOT ALLOWED TO CLEAR THIS VEGETATION. 6.ALL ROOF LEADER CONNECTION TO DOWNSPOUT SHALL BE PER ARCHITECT DETAIL. 7.POWER,COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FOR REFERENCE PURPOSES IN COORDINATION OF CONSTRUCTION. DESIGN OF THESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANY PROVIDING THE SERVICE. IF ANY CONFLICTS BETWEEN THE CIVIL PLAN AND UTILITY COMPANY PLANS, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TO DETERMINE THE BEST COURSE OF ACTION. 8.HANDRAILS SHALL BE PROVIDED AT ALL EXTERIOR STAIRS AND RAMPS. LOCATION OF HANDRAILS TO BE DETERMINED IN THE FIELD AND PROVIDE 5' WIDE ACCESS. 9.RETAINING WALL DESIGN BY OTHERS (STRUCTURAL ENGINEER). SEE LANDSCAPE SHEETS FOR DETAILS OF HANDRAIL/GUARDRAIL FOR SIDEWALKS, RAMPS, STAIRS, RETAINING WALLS, CULVERTS AND BRIDGES. 10.SEE LANDSCAPE SHEETS OF STAIRS DETAILS. THE NUMBER OF RISERS ARE LISTED ON THE GRADING PLAN SHEETS . BUILDING PAD FUTURE DEVELOPMENT NYLOPLAST DUCTILE IRONDO NOT POLLUTE D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRO NDO NOT POLLUT E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE D R AI N S T O W A T E R W A Y S NYLOPLA S T DUCTILE IRON DO NOT P O L L U T E D R A I N S T O W A T E R W A Y S NYLOP L A S T DUCTIL E I R O N DO NOT P O L L U T E D R A I N S T O W A T E R W A Y S NYLOPLA S T DUCTILE I R O N DO NOT P O L L U T E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLU T E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUT E D R A I N S T O W A T E R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT P O L L U T E D R A I N S T O W A T E R W A Y S NYLOPLAS T DUCTILE I R O N DO NOT PO L L U T E D R A I N S T O W A T E R W A Y S NYLOPLA S T DUCTILE I R O N DO NOT P O L L U T E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE D R A I N S T O WATERWAYS NYLOPL A S TDUCTILE IRON DO NOT P O L L U T E DRAINS TO WAT E R W A Y S NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST 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 NYLOP L ASTDUCTILE IRON DO NOT POL LUTE DR A I N S T O WATER W A Y S DO NOT POLLU T E DUCTILE IRONNYLOPLAST DRAINS T O W A T ERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAS T DUCTILE I R O N DO NOT POLLUTE DRAINS T O WA T ERWAYSNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATE R WA Y S NYLOPLAST DUCTILE IR O N DO NOT POLLUTE DRAINS T O W A T ERWAYS NYLOP L ASTDUCTILE IRON DO NOT POLLUTE D R A I N S TO WATE R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOP L A S T DUCTIL E I R O N DO NOT POLLUTE DRAINS TO WATERWAYSDO NOT PO L L U T E DUCTILE IRONNYLOPLAST DRAINS TO WATERW A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DRAINS T O W ATERWA Y S DO NOT POLLU T E DUCTILE IRO NNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO W A T E R W A Y S NYLOPLA S T DRAINS T O WATERW A Y S DO NOT POLLUTE DUCTILE IRO N NYLOPLA S T DRAINS TO W A T ERWAYS DO NOT P O L LUTE DUCTILE IRO N DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS 35.0'BOLD ROCKDRIVEFELDSPAR CT. BOLD ROCK DRIVE BASALT CT.FREDERICK COUNTYCITY OF WINCHESTERDO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS 54.9' 18 17 16 15 14 19 20 21 22 2728 42 29 41 30 31 33 46 47 12 11 10 89 109 1 3A 3 128 131 130 32A 38 39 35B 18 17 16 15 14 13 19 20 21 22 23 24 25A 2728 36 37 44 42 29 41 30 31 33 57 49 50 51 52 45 46 47 48 12 11 10 11A 12A 89 109 111 110 2 1 3A 3 128 127 131 130 3232B 38 39 40 35 25 32C 56A 56B 56C 56D 56E 56F 56G 20A 35C 35A 40A 40B 109A 77C 77D 43A43B43C 33C33B 33A 45A 37A 43 B2 E2 G2 H2 I2 J2 B C2 D2 F2 K2 A F3 6 10 7 9 8 PROP. FUTURE 8" CITY W/L F PROP. 20' W/L ESM'T PROP. 20' SAN. SEW. ESM'T PROP. 20' W/L ESM'T PROP. 20' W/L ESM'T PROP. 20' W/L ESM'T PROP. 20' SAN. SEW. ESM'T PROP. 20' SAN. SEW. ESM'T PROP. ROOF DRAIN STM PIPE PROP. ROOF DRAIN STM PIPE SWM ACCESS (GRASS) SWM DOUBLE 6'X6' BOX CULVERT 10+0011+00 12+00 PROP. SWM RISER PROP.10' CL AI RIP-RAP PROP. 10' CL AI RIP-RAP 10' CL I RIP-RAP PROP. 10' CL I RIP-RAP PROP. 10' CL I RIP-RAP PROP. 10' CL AI RIP-RAP PROP. POND DRAIN PROP. GATE VALVE PROP. SWM BASIN PROP. SWM BASIN PROP. 10' CL I RIP-RAP PROP. 30' CL I RIP-RAP PROP. GUARDRAIL (MATCH RETAINING WALL GUARDRAIL) PROP. GUARDRAIL (MATCH RETAINING WALL GUARDRAIL) 10 + 0 0 13+0014+00 15+00 16+00 30+00 31+00 32+00 33+00 34+00 35+00 36+0036+05.610+0011+0010+0011+00 11+96.2 10+0011+0012+0012+88.40+0011+00 12+00 13+00 14+00 15+0016+00PROP. 5' CL AI RIP-RAP PROP. 5' CL AI RIP-RAP PROP. 5' CL AI RIP-RAP PROP. 5' CL AI RIP-RAP PROP. 5' CL AI RIP-RAP FRENCH DRAIN FRENCH DRAIN FRENCH DRAIN FRENCH DRAIN 14+00 15+00 16+00 17+00 18+00 1 8 + 8 0 . 7 6 10+0011+0011+52.5010+0011+00 12+00 13+00 14+00 15+00 16+00 2-45° BEND PHASE 1 PHASE 2 16+37.7011+0011+51.1212+00 13+00 1 4 + 0 0 15+00 16+00 18+00 19+00 10+0011+0012+0 0 13+00 14+00 13+ 5 8 . 0 9 1420 610 1410 600 14 0 0 4" SAN. LAT PROP. 8" SAN. SEW. PROP. 8" CITY W/L "B" PROP. 8" CITY W/L "B" PROP. SAN. MH PROP. SAN. MH PROP. 8" SAN. SEW. PROP. SANITARY SEWER MANHOLE (TYP.) CONNECT PROP. WATER LINE TO EX. WATER LINE CONNECT PROP. 8" SANITARY SEWER TO EX. 8" SANITARY SEWER PROP. 6" PRIVATE FIRE SERVICE LINE "Z" PROP. 6" PRIVATE FIRE SERVICE LINE "Z" 8"X8" TEE 3-8" G.V. PROP. FDC PROP. FDC PROP. FDC PROP. FDC PROP. FDC 1-11.25° BEND 1-22.5° BEND 2-22.5° BEND 1-22.5° BEND 1-22.5° BEND 1-11.25° BEND 8"X8" TEE 8"X8" TEE 1-8" G.V., 8"X6" REDUCER 1-8" G.V., 8"X6" REDUCER PROP. 2" DOMESTIC WATER SERVICE PROP. 1.5" WATER METER PROP. 2" DOMESTIC WATER SERVICE PROP. 1.5" WATER METER PROP. 2" DOMESTIC WATER SERVICE PROP. 1.5" WATER METER PROP. 2" DOMESTIC WATER SERVICE PROP. 1.5" WATER METER PROP. 2" DOMESTIC WATER SERVICE PROP. 1.5" WATER METER PROP. GAS LAT. PROP. GAS LAT. PROP. GAS LAT. PROP. GAS LAT. PROP. 4" SAN. LAT. PROP. 4" SAN. LAT. PROP. 4" SAN. LAT. PROP. 8" SAN. SEW. PROP. GAS LINE PROP. GAS LINE PROP. FH PROP. FH (HP) 8"X6" TEE CONNECT PROP. 8" W/L TO EX. 6" W/L PROP. 6" FIRE SERVICE LAT. PROP. 6" FIRE SERVICE LAT. PROP. 6" FIRE SERVICE LAT. PROP. 6" FIRE SERVICE LAT. 8"X6" TEE CONNECT PROP. 8" W/L TO EX. 6" W/L 1-8" G.V.CONNECT PROP. 8" SAN. SEW. TO EX. 8" SAN. SEW. 8"X8" TEE 3-8" G.V. 8"X8" TEE 1-8" G.V., 8"X6" REDUCER 8"X8" TEE 1-8" G.V., 8"X6" REDUCER 1-8" G.V., 8"X6" REDUCER 8"X8" TEE 1-8" G.V., 8"X6" REDUCER 8"X8" TEE 1-8" G.V., 8"X6" REDUCER 2-6" G.V. 8" PROP CITY W/L "D" 8" PROP CITY W/L "C" 8" PROP CITY W/L "A" 8" PROP CITY W/L "A" 8" PROP CITY W/L "F" PROP. 6" PRIVATE FIRE SERVICE LINE "Z" PROP. 4" SAN. LAT. PROP. 4" SAN. LAT. PROP. 4" SAN. LAT. PROP. CLEANOUT (TYP.) PROP. CLEANOUT (TYP.) PROP. CLEANOUT (TYP.) PROP. 1.5"x2" REDUCER PROP. 1.5"x2" REDUCER PROP. 1.5"x2" REDUCER PROP. 1.5"x2" REDUCER PROP. 1.5"x2" REDUCER PROP. 8"x6" REDUCER 1-8" G.V. 8"X8" TEE PROP. 6" FIRE SERVICE LAT. 6"X6" TEE 6"X6" TEE6"X6" TEE PROP. FH PROP. FH PROP. FH PROP. FH PROP. FH TEST PIT TEST PIT TEST PIT TEST PIT TEST PIT TEST PIT CONTRACTOR TO COORDINATE WITH OVERHEAD UTILITY OPERATOR TO ENSURE THE APPROPRIATE VEHICLE CLEARANCES ARE ACHIEVED CONTRACTOR TO COORDINATE WITH OVERHEAD UTILITY OPERATOR TO ENSURE THE APPROPRIATE VEHICLE CLEARANCES ARE ACHIEVED 1-45° BEND 1-22.5° BEND 2-11.25° BEND PROP. GAS METER PROP. GENERATOR PROP. GAS METER PROP. GENERATOR PROP. SAN. MH 6"X6" TEE PROP. SAN. MH 2-45° BEND PROP. GAS LAT. PROP. GAS METER PROP. GENERATOR PROP. GAS LAT. PROP. GAS LAT. 1-22.5° BEND 2-11.25° BEND PROP. SAN. MH PROP. ROOF DRAIN (TYP.) PROP. ROOF DRAIN (TYP.) PROP. 4" SAN. LAT. PROP. 6" PRIVATE FIRE SERVICE LINE "X" PROP. 6" PRIVATE FIRE SERVICE LINE "W" PROP. 4" SAN. LAT. PROP. 4" SAN. LAT. PROP. 4" SAN. LAT. PROP. ROOF DRAIN (TYP.) PROP. ROOF DRAIN (TYP.) PROP. ROOF DRAIN (TYP.) 6" SAN. LAT 4"X6" REDUCER 2-45° BEND FIRE METER VAULT PROP. 6" PRIVATE FIRE SERVICE LINE "Y" 8" PROP CITY W/L "H" 45° BEND APPROX. LOCATION OF FIRE SERVICE LINE PER FIRE SPRINKLER DESIGNER 15+04.87PROP. 20' W/L ESM'T CAP PROP W/L. END CONSTRUCTION.UTILITY PLANHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 12 11-27-2023 1" = 30' C205 12/07/2020 KAS 20-12 2039MATCH LINE SHEET C206MATCH LINE SHEET C207 NOTES: 1.SEE NOTES ON SHEET C206. BUILDING PAD FUTURE DEVELOPMENTLOWVOLTAGEU01FIRE PUMPU021223456666778910111213141516ELECTRIC BELL8"6"6"6"6"6"6"6"6"6"FIRE PUMP U02LOW VOLTAGE U014"FD-44"FD-43"V UP 3"V UP,3"VTR 4"4"4"4"4"4"SAN, REFER T O CIVIL SWGS F OR C ONTINU A TI ON GCO INV EL EV = -3'-0"± BFFBEL FLBEL FLABV CL G NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T E RWAYS NYLOPLAST DUCTILE IRON DO NOT POLLU T E D R A I N S T O WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE D R A I N S T O WATERWAYS NYLOPLA S TDUCTILE IRON DO NOT P O L L U T E D RAINS TO WATE R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRO NDO NOT POLLUTE D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLL U T E D R A I N S T O W A T E R W A Y S NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POL LUTE DR A I N S T O WATER W A Y S DO NOT POLLUTE DUCTILE IRONNYLOPLAST DRAINS TO WATER W A Y S DO NOT POL L UTE DUCTILE IRONNYLOPLAST DRAINS TO W A T E R W AYS DO NOT POLLUTE DUCTILE IRONNYLOPLAST DRAINS TO W A T E R W AYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DR A I N S T O WATER W A Y SNYLOPLASTDUCTILE IRON DO NOT P O L L U T E DRAIN S T O W ATERWA Y S 73 72 71 70 69 65 64 59 60 55 54 53 79 81 82 71A 85 93 94 95 97 98 99 100 72 71 70 69 68 67 66 65 64 63 59 60 61 79 80 81 82 71A 85 92 93 94 95 96 97 98 99 100 96A 83A 80A NYLOPLAST DUCTILE IRO N DO NOT POLLUTE DRAINS TO WATE RW A Y SNYLOPLASTDUCTILE IRO N DO NOT POLLUTE DRAINS TO W A T E RW A YS NYLOPLA S T DUCT I LE IRON DO NOT POLLUT E D R A I NS TO W A T E R W AYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DRAINS TO WATER W A Y S DO NOT POLLU T E DUCTILE I RON DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWA Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WA T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO W A T E R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS 82A NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRA I N S T O W A T E R W A Y S 61B 61A 61C 3/4"CW SERVICE, REFER TOCIVIL DWGS FOR CONTINUATIONBEL GRADE3/4"3/4"CW UP3/4"WH-1@ 1'-6" AFFDO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS 80C 80B 200 201 101 101A BOLD R O C K DRIVE BOLD R O C K DRIV E WM 71B NYLOPLAST DUCTILE IRO N DO NOT PO L L U T E DRA I N S T O W ATER W A Y S PHASE 1 PHASE 2 NYLOPLA S T DUCTILE I R O N DO NOT PO L L UTE D R A I N S T O WA T E R W A Y S NYLOPLA S T DUCTILE IR O N DO NOT P O L L UTE D R A I N S T O WA T E R W A Y S DO NOT POLL U T E DUCTILE IR ON NYLOPLAS T DRAINS TO WA T E R W A YS 77 84 86 88 87 87A 73A 77B 77 7675 74 73 56 55 54 53 57 84 86 88 87 87A 32B32C 56A 56B 56C 56D 56E 56F 56G 77A 56AA 77C 77D 73B 73C73D C D FG H J K L M2 N O P I E F3 PROP. 8" CITY W/L "B" PROP. 8" CITY W/L "B" PROP. SAN. MH PROP. 8" SAN. SEW. 3 4 2 1 5 6 PROP. 6" PRIVATE FIRE SERVICE LINE "Z" PROP. SAN. MH PROP. SAN. MH 1-22.5° BEND 1-22.5° BEND 1-22.5° BEND 2-22.5° BEND 2-22.5° BEND 1-22.5° BEND 1-45° BEND PROP. 1.5" WATER METER PROP. 2" DOMESTIC WATER SERVICE PROP. 1.5" WATER METER PROP. 2" DOMESTIC WATER SERVICE PROP. 1.5" WATER METER PROP. 2" DOMESTIC WATER SERVICE PROP. 1.5" WATER METER PROP. 2" DOMESTIC WATER SERVICE PROP. 1.5" WATER METER 8"X8" TEE, 3-8" G.V. PROP. FDC PROP. FDC PROP.FDC PROP. FDC PROP. FDC PROP. GAS LAT. PROP. GAS LAT. PROP. ROOF DRAIN (TYP.) PROP. GAS LAT. PROP. 4" SAN. LAT. PROP. 4" SAN. LAT.PROP. 4" SAN. LAT. PROP. 4" SAN. LAT. PROP. 4" SAN. LAT. PROP. 4" SAN. LAT. PROP. GAS LINE PROP. FH PROP. 6" FIRE SERVICE LAT. PROP. 6" FIRE SERVICE LAT. PROP. 6" FIRE SERVICE LAT. PROP. 6" FIRE SERVICE LAT. PROP. 20' SAN. SEW. ESM'T PROP. 20' SAN. SEW. ESM'T PROP. 20' SAN. SEW. ESM'T PROP. 20' SAN. SEW. ESM'T PROP. 20' W/L ESM'T PROP. 20' W/L ESM'T 1-8" G.V., 8"X6" REDUCER 8"X8" TEE 1-8" G.V., 8"X6" REDUCER 8"X8" TEE 8"X8" TEE 1-8" G.V., 8"X6" REDUCER 8"X8" TEE 1-8" G.V., 8"X6" REDUCER 8"X8" TEE 1-8" G.V., 8"X6" REDUCER 8"X8" TEE 1-8" G.V., 8"X6" REDUCER PROP. ROOF DRAIN STM PIPE PROP. ROOF DRAIN STM PIPE PROP. ROOF DRAIN STM PIPE PROP. ROOF DRAIN STM PIPE 12+00 13+00 14+00 15+00 1 6 + 0 0 1 6 + 7 5 . 9 8 10+00 11+00 12+00 13+0 0 14+0015 + 0 0 16+00 17+0018+00 18+84. 8 4 8" PROP CITY W/L "F" PROP. 6" PRIVATE FIRE SERVICE LINE "Z" PROP. 10' CL AI RIP-RAP PROP. 10' CL AI RIP-RAP PROP. 10' CL AI RIP-RAP PROP. 10' CL AI RIP-RAP PROP. CLEANOUT (TYP.) PROP. CLEANOUT (TYP.) PROP. 1.5"x2" REDUCER PROP. 1.5"x2" REDUCER PROP. 1.5"x2" REDUCER PROP. 1.5"x2" REDUCER PROP. 1.5"x2" REDUCER 6"X6" TEE 6"X6" TEE 1-11.25° BEND 2-45° BEND PROP. 1.5"x2" REDUCER PROP. FH PROP. FH PROP. FH PROP. FH PROP. FH PROP. TRENCH DRAIN PROP. GAS METER PROP. GENERATOR PROP. GAS METER PROP. GENERATOR 1-11.25° BEND PROP. 2" DOMESTIC WATER SERVICE 6"X6" TEE PROP. GAS METER PROP. GENERATOR PROP. SAN. MH PROP. ROOF DRAIN (TYP.) PROP. ROOF DRAIN (TYP.) PROP. 4"x6" REDUCER PROP. 6" SAN. LAT. PROP. 4" SAN. LAT. PROP. 4" SAN. LAT. 15+00 16+00 17+00 18+00 19+0 0 20+0021+00 2 2 + 0 023+0024+00 26+00 27+00 28+00 29+00 30+00 25+00 11+00 12+00 13+00 PROP. 6" PRIVATE FIRE SERVICE LINE "W" 5' CL AI RIP-RAP FRENCH DRAIN FRENCH DRAIN 1 0+ 0 0 11+0 0 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+0 0 22+0023 + 0 0 23 + 1 2 . 6 8 PROP. 10' CL I RIP-RAP M 18+05. 4 5 13+25.3 8 17+65.70 PROP. GAS LINE PROP. GAS LINE PHASE 1 PHASE 2 10+07.0010+00CAP PROP. SAN. LINE 19+00 14501440 1461 1471 1430 1420 4" WATER SPICKET 11.25° BEND PROP. FH 1-8" G.V., 8"x6" REDUCER 2-45° BEND 3 4" WATER SERVICE 4" SAN. LAT PROP. FIRE PUMP BLDG PROP. FDC PROP. 6" PRIVATE FIRE SERVICE LINE "Z" PROP. FDC 8"X8" TEE 8"X8" TEE 1-8" G.V., 8"X6" REDUCER PROP. 2" DOMESTIC WATER SERVICE PROP. 1.5" WATER METER PROP. 8" SAN. SEW. PROP. GAS LINE PROP. GAS LINE PROP. FH (HP) PROP. 6" FIRE SERVICE LAT. CONNECT PROP. 8" SAN. SEW. TO EX. 8" SAN. SEW. 1-8" G.V., 8"X6" REDUCER PROP. 4" SAN. LAT. PROP. 1.5"x2" REDUCER 6"X6" TEE PROP. FH PROP. GAS METER PROP. GAS LAT. 2-11.25° BEND PROP. ROOF DRAIN (TYP.) 2-8" G.V. PROP. 4" SAN. LAT. 6" SAN. LAT 4"X6" REDUCER 8"X8" TEE 2-45° BEND 8"X8" TEE 2-8" G.V. 6"X6" TEE 8" PROP CITY W/L "E" 8"X8" TEE, 1-8" G.V. 2-45° BEND 1-45° BEND 1-22.5° BEND 11.25° BEND FIRE METER VAULT 2-45° BEND PROP. 6" PRIVATE FIRE SERVICE LINE "Y" 6"X6" TEE 11.25° BEND 11.25° BEND 8" PROP CITY W/L "H"12+10.3710+001 1+ 0 011+79.3510+00 10+64.82 167 CAP TEE 11+0010+00CAP W/L. END CONSTRUCTION. PROP. FUTURE 8" CITY W/L F PROP. 20' W/L ESM'T 1 0 + 6 9 . 5 2 UTILITY PLANHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 12 11-27-2023 1" = 30' C206 12/07/2020 KAS 20-12 2039 MATCH LINE SHEET C207 MATCH LINE SHEET C205NOTES: 1.ALL STORM ROOF DRAIN LEADERS, UNLESS OTHERWISE REFERENCED, SHALL BE 6" PVC SDR-35. ROOF LEADER CONNECTION TO DOWNSPOUT SHALL BE PER ARCHITECT DETAIL. USE INSERTA-TEE FOR ROOF DRAIN LEADERS (LATERALS) TO MAIN STORM SEWER RUNS. 2.CLEANOUTS FOR ROOF DRAIN LEADERS LOCATED IN SIDEWALKS OR DRIVEWAYS SHALL BE FLAT DUCTILE IRON OR APPROVED EQUAL METAL COVER. CLEANOUTS LOCATED IN DRIVEWAYS SHALL BE TRAFFIC RATED. 3.POWER,COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FOR REFERENCE PURPOSES IN COORDINATION OF CONSTRUCTION. DESIGN OF THESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANY PROVIDING THE SERVICE. IF ANY CONFLICTS BETWEEN THE CIVIL PLAN AND UTILITY COMPANY PLANS, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TO DETERMINE THE BEST COURSE OF ACTION. 4.THE FIRE SERVICE WATER LINE SIZE AND MATERIAL SHALL BE CONFIRMED BY THE MEP FOR THE VILLAS. GREENWAY ENGINEERING DID NOT MODEL THE PRIVATE FIRE SERVICE WATER LINE. 5.CONTRACTOR TO TEST PIT THE EXISTING SANITARY SEWER STUB ON LANNY DRIVE TO CONFIRM THE DEPTH OF THE EXISTING SEWER BEFORE ORDERING MATERIALS AND CONSTRUCTION OF PROPOSED MANHOLE. CONTRACTOR TO NOTIFY ENGINEER OF TEST PIT SCHEDULE TO CONFIRM DEPTH OF UTILITY AND DESIGN. 6.A 1.5" T-10 NEPTUNE WATER METER WITH READING CAPACITY PER CITY OF WINCHESTER REQUIREMENTS. A 2" SERVICE LINE IS PROPOSED WITH A 2"X1.5" REDUCER BEFORE AND AFTER THE METER BOX TO ALLOW FOR A 1.5" METER AND METER SETTING. THIS WILL PROVIDE A 2" SERVICE LINE TO THE VILLA BUILDING WITH A 1.5" METER. INSTALL PER DETAIL WD-4 OF THE CITY OF WINCHESTER STANDARDS MANUAL, SIZING FOR THE WATER METER FOR THE RESIDENTIAL BUILDING BASED UPON 50 GPM AND 2" SERVICE LINE ENTERING THE BUILDING PER MEP. 7.CL52 CEMENT-LINED DUCTILE IRON PIPE TO BE USED FOR WATER LINES UNLESS OTHERWISE SPECIFIED. 8.CL52 CEMENT-LINED DUCTILE IRON PIPE TO BE USED FOR FIRE SERVICE WATER LINES UNLESS OTHERWISE SPECIFIED. 9.SDR 26 PVC HEAVY WALL TO BE USED FOR GRAVITY SANITARY SEWER LINES UNLESS OTHERWISE SPECIFIED. 10.GAS METER LOCATION IS APPROXIMATE. CLEARANCE NEEDS CONFIRMED BY ARCHITECTS AND WASHINGTON GAS ENGINEERS. 11.SEE SHEET C604 FOR OUTLET PROTECTION COMPUTATIONS. 12.FIRE METER SHALL BE 8" HP FIRE TURBINE AND PER CITY DETAIL WD-6. FIRE METER SHALL BE FURNISHED BY DEVELOPER AND APPROVED BY THE DEPARTMENT OF PUBLIC UTILITIES. PROPOSED CITY OF WINCHESTER WATER ESMT. 8 4 8 LOW VOLTAGE U01FIRE PUMPU021223456666778910111213141516ELECTRIC BELL8"6"6"6"6"6"6"6"6"6"FIRE PUMP U02LOW VOLTAGE U014"FD-44"FD-43"V UP 3"V UP,3"VTR 4"4"4"4"4"4"SAN, REFER T O CI VIL SWGS F OR C ONTINU A TI ON GCO INV ELEV = -3'-0"± B FFBEL FLBEL FLABV CLG NYLOPLAST DUCTILE I R O N DO NOT P O L L U T E D R A I N S T O W A T E R W A Y S NYLOPLAS T DUCTIL E I R O N DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE D R A I N S T O WATERWAYSNYLOPLASTDUCTILE IRON DO NOT POLLUTE D R A I N S TO WATE R W A Y S DO NOT POLLUTE DUCTILE IRONNYLOPLAST DRAINS TO WATER W A Y S NYLOPLA S T DUCTILE IR O N DO NOT POLLUT E D R A I NS TO W A T E R W AYS DO NOT POLLUTE DUCTILE IRONNYLOPLAST DRAINS TO W A T E R W AYS DO NOT POLLUTE DUCTILE IRONNYLOPLAST DRAINS TO W A T E R W AYS 8585 MAINTENANCEM01MAINTENANCEM013/4"CW SERVICE, REFER TOCIVIL DWGS FOR CONTINUATIONBEL GRADE3/4"3/4"CW UP3/4"WH-1@ 1'-6" AFFTRAVERTINEWAY WM PHASE 1 PHASE 2 DO NOT POLL UTE DUCTILE IRONNYLOPLAST DRAINS T O W A TERWA Y S DO NOT P O L L UTE DUCTILE I R ON NYLOPLAS T DRAINS TO WATE R W A Y S DO NOT POLLUTE DUCTILE IRONNYLOPLAST DRAINS T O W A TERWA Y S 86 88 89 103 107 104 108 105 87 87A 77B 86 88 89 102A 103 107 104 108106 105 87 87A 77A 40A 40B 102 102B 106B 106A 106C 6 71420 1410 3 4" WATER SPICKET 1-8" G.V., 8"x6" REDUCER 2-45° BEND 3 4" WATER SERVICE 4" SAN. LAT PROP. FIRE PUMP BLDG PROP. FDC PROP. FDC PROP. 2" DOMESTIC WATER SERVICE PROP. GAS LINE PROP. 6" FIRE SERVICE LAT. PROP. UNDERGROUND SWM FACILITY PROP. 6" PROP. 6" FIRE SERVICE LAT. TEST PIT EX. GAS LINE TO BE DEEPENED / RELOCATED AT ROAD CROSSING AS NECESSARY PER WASHINGTON GAS DETAILS PROP. GAS METER PROP. GENERATOR PROP. ROOF DRAIN (TYP.) 1-45° BEND 1-22.5° BEND FIRE METER VAULT 2-45° BEND 6"X6" TEE 11.25° BEND 8" PROP CITY W/L "H"11+79.3510+64.82 RELOCATE FW 8" W/L 45° BEND 45° BEND 45° BEND 45° BEND 163 167 10+00UTILITY PLANHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 11 03-22-2023 1" = 30' C207 12/07/2020 KAS 20-12 2039 MATCH LINE SHEET C206 MATCH LINE SHEET C205 NOTES: 1.ALL STORM ROOF DRAIN LEADERS, UNLESS OTHERWISE REFERENCED, SHALL BE 6" PVC SDR-35. ROOF LEADER CONNECTION TO DOWNSPOUT SHALL BE PER ARCHITECT DETAIL. USE INSERTA-TEE FOR ROOF DRAIN LEADERS (LATERALS) TO MAIN STORM SEWER RUNS. 2.CLEANOUTS FOR ROOF DRAIN LEADERS LOCATED IN SIDEWALKS OR DRIVEWAYS SHALL BE FLAT DUCTILE IRON OR APPROVED EQUAL METAL COVER. CLEANOUTS LOCATED IN DRIVEWAYS SHALL BE TRAFFIC RATED. 3.POWER,COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FOR REFERENCE PURPOSES IN COORDINATION OF CONSTRUCTION. DESIGN OF THESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANY PROVIDING THE SERVICE. IF ANY CONFLICTS BETWEEN THE CIVIL PLAN AND UTILITY COMPANY PLANS, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TO DETERMINE THE BEST COURSE OF ACTION. 4.THE FIRE SERVICE WATER LINE SIZE AND MATERIAL SHALL BE CONFIRMED BY THE MEP FOR THE VILLAS. GREENWAY ENGINEERING DID NOT MODEL THE PRIVATE FIRE SERVICE WATER LINE. 5.CONTRACTOR TO TEST PIT THE EXISTING SANITARY SEWER STUB ON LANNY DRIVE TO CONFIRM THE DEPTH OF THE EXISTING SEWER BEFORE ORDERING MATERIALS AND CONSTRUCTION OF PROPOSED MANHOLE. CONTRACTOR TO NOTIFY ENGINEER OF TEST PIT SCHEDULE TO CONFIRM DEPTH OF UTILITY AND DESIGN. 6.A 1.5" T-10 NEPTUNE WATER METER WITH READING CAPACITY PER CITY OF WINCHESTER REQUIREMENTS. A 2" SERVICE LINE IS PROPOSED WITH A 2"X1.5" REDUCER BEFORE AND AFTER THE METER BOX TO ALLOW FOR A 1.5" METER AND METER SETTING. THIS WILL PROVIDE A 2" SERVICE LINE TO THE VILLA BUILDING WITH A 1.5" METER. INSTALL PER DETAIL WD-4 OF THE CITY OF WINCHESTER STANDARDS MANUAL, SIZING FOR THE WATER METER FOR THE RESIDENTIAL BUILDING BASED UPON 50 GPM AND 2" SERVICE LINE ENTERING THE BUILDING PER MEP. 7.CL52 CEMENT-LINED DUCTILE IRON PIPE TO BE USED FOR WATER LINES UNLESS OTHERWISE SPECIFIED. 8.CL52 CEMENT-LINED DUCTILE IRON PIPE TO BE USED FOR FIRE SERVICE WATER LINES UNLESS OTHERWISE SPECIFIED. 9.SDR 26 PVC HEAVY WALL TO BE USED FOR GRAVITY SANITARY SEWER LINES UNLESS OTHERWISE SPECIFIED. 10.GAS METER LOCATION IS APPROXIMATE. CLEARANCE NEEDS CONFIRMED BY ARCHITECTS AND WASHINGTON GAS ENGINEERS. 11.SEE SHEET C604 FOR OUTLET PROTECTION COMPUTATIONS. 12.FIRE METER SHALL BE 8" HP FIRE TURBINE AND PER CITY DETAIL WD-6. FIRE METER SHALL BE FURNISHED BY DEVELOPER AND APPROVED BY THE DEPARTMENT OF PUBLIC UTILITIES. 02 80 INV 02 30 INV 13 90 INVLOWVOLTAGEU01FIRE PUMP U021223456666778910111213141516ELECTRIC BELL8"6"6"6"6"6"6"6"6"6"FIRE PUMPU02LOWVOLTAGEU01 4"FD-44"FD-43"V UP3"V UP,3"VTR4"4"4"4"4"4"SAN, REFE R TO CIVILSWGS F OR C ONTIN UATI ON GCO INV ELEV = -3'-0"± BFFBEL FL BEL FL ABV CLG NYLOP L A S TDUCTILE IRON DO NOT PO L L U T E D RAINS TO WATE R W A Y S NYLOPL A S TDUCTILE IRON DO NOT P O L L U T E D RAINS TO WATE R W A Y S NYLOPLAST DUCTILE I R O N DO NOT POLLUTE DRA I N S T O W A T E R WAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T E RWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSDO NOT POLLUTE DUCTILE I RON NYLOPL A ST DRAINS TO W A T E R W AYS NYLOPLASTDUCTILE IRON DO NOT PO L L U T E DRAIN S T O W ATERWA Y S DO NOT POLL U T E DUCTILE I R ON NYLOPLAS T DRAINS TO WA T E R W A YS DO NOT POLL U T E DUCTILE I R ON NYLOPLAS T DRAINS TO WATERW A Y S NYLOPLAST DUCTILE IR O N DO NOT POL L U T E D RAINS TO W A T E RWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLA S T DUCTILE IRON DO NOT POLLUTE DRAINS TO W A T E R WAYS NYLOPLAST DUCTILE IR O N DO NOT POLLUTE DRAINS TO WAT ER W A YS NYLOPL A ST DUCTILE IRON DO NOT POLLUTE DRAIN S T O WATERWA Y S NYLOPLAST DUCTILE IR O N DO NOT POL L U T E D RAINS TO W A T E RWAYS NYLOPL A S T DUCTILE I R O N DO NOT P O L L U T E D R A I N S T O W A T E R W A Y SMAINTENANCEM013/4"CW SERVICE, REFER TOCIVIL DWGS FOR CONTINUATIONBEL GRADE3/4"3/4"CW UP3/4"WH-1@ 1'-6" AFFFELDSPAR CT.BASALT CT.W M NYLOPL A S T DUCTILE IR ON DO NOT P OLL U T E D R A I NS T O W A T E RWA Y S PHASE 1 PHASE 2 NYLOPLAST DUCTILE IRON DO NOT PO L L U T E D R AINS T O W A T E RWA Y S NYLOPLAST DUCTILE IRO N DO NOT POL L U T E D RAIN S T O W A TER W A Y S FREDERICK COUNTYCITY OF WINCHESTER49A49BDO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS T O W A TERWA Y S 30 31 33 77 84 86 88 89 109 87 87A 32A 73A 30 31 33 77B 77 7675 74 73 56 55 54 53 57 49 50 51 52 84 86 88 89 109 111 110 87 87A 3232B32C 56A 56B 56C 56D 56E 56F 56G 77A 56AA 77C 77D 33B 33A 73B 73C73D B F2 K2 A F3 PROP. 20' SAN. SEW. ESM'T PROP. 20' SAN. SEW. ESM'T 10+00PROP. 10' CL AI RIP-RAP PROP. 10' CL AI RIP-RAP 14+00 15+00 16+00 17+00 18+00 29+00 30+00 31+00 16+00PROP. 5' CL AI RIP-RAP FRENCH DRAIN FRENCH DRAIN FRENCH DRAIN 14+00 15+00 16+00 14+00 15+00 16+00 17+00 15+04.8718+05. 4 5 10+81.46 13+25.3 8 17+65.70 PHASE 1 PHASE 2 10+07.0016+37.70PROP. 10' CL I RIP-RAP10+00CAP PROP. SAN. LINE TEMPORARY CULVERT 18+00 19+00 1420 610 3 4" WATER SPICKET 11.25° BEND PROP. FH 1-8" G.V., 8"x6" REDUCER 2-45° BEND 3 4" WATER SERVICE 4" SAN. LAT PROP. FIRE PUMP BLDG PROP. FDC PROP. SAN. MH PROP. SANITARY SEWER MANHOLE (TYP.) PROP. 6" PRIVATE FIRE SERVICE LINE "Z" PROP. FDC PROP. FDC 8"X8" TEE 8"X8" TEE 1-8" G.V., 8"X6" REDUCER 1-8" G.V., 8"X6" REDUCER PROP. 2" DOMESTIC WATER SERVICE PROP. 1.5" WATER METER PROP. 2" DOMESTIC WATER SERVICE PROP. 1.5" WATER METER PROP. 2" DOMESTIC WATER SERVICE PROP. GAS LAT. PROP. 8" SAN. SEW. PROP. GAS LINE PROP. GAS LINE PROP. GAS LINE PROP. FH (HP) PROP. 6" FIRE SERVICE LAT. PROP. 6" FIRE SERVICE LAT. 8"X6" TEE CONNECT PROP. 8" W/L TO EX. 6" W/L 1-8" G.V.CONNECT PROP. 8" SAN. SEW. TO EX. 8" SAN. SEW. 8"X8" TEE 1-8" G.V., 8"X6" REDUCER 1-8" G.V., 8"X6" REDUCER 2-6" G.V. 8" PROP CITY W/L "F" PROP. 6" PRIVATE FIRE SERVICE LINE "Z"PROP. 4" SAN. LAT. PROP. 4" SAN. LAT. PROP. CLEANOUT (TYP.) PROP. 1.5"x2" REDUCER PROP. 1.5"x2" REDUCER 6"X6" TEE PROP. FH PROP. FH PROP. FH TEST PIT TEST PIT PROP. GAS METER PROP. GENERATOR 6"X6" TEE PROP. GAS LAT. 2-11.25° BEND PROP. ROOF DRAIN (TYP.) 2-8" G.V. SERVICE LINE "X" PROP. 4" SAN. LAT. PROP. ROOF DRAIN (TYP.) 6" SAN. LAT 4"X6" REDUCER 8"X8" TEE 2-45° BEND 8"X8" TEE 2-8" G.V. 6"X6" TEE 8" PROP CITY W/L "E" 8"X8" TEE, 1-8" G.V. 2-45° BEND 1-45° BEND 1-22.5° BEND 11.25° BEND FIRE METER VAULT 2-45° BEND PROP. 6" PRIVATE FIRE SERVICE LINE "Y" 6"X6" TEE 11.25° BEND 11.25° BEND 8" PROP CITY W/L "H"12+10.3710+0011+0011+79.3510+0 0 10+64.82 163 167 CAP TEE 11+0010+0015+04.87PROP. 20' W/L ESM'T CAP PROP W/L. END CONSTRUCTION.UTILITY PLAN - PHASE 1 ONLYHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 09 12-07-2022 1" = 30' C208 12/07/2020 KAS 20-12 2039 MATCH LINE SHEET C207 MATCH LINE SHEET C205NOTES: 1.ALL STORM ROOF DRAIN LEADERS, UNLESS OTHERWISE REFERENCED, SHALL BE 6" PVC SDR-35. ROOF LEADER CONNECTION TO DOWNSPOUT SHALL BE PER ARCHITECT DETAIL. USE INSERTA-TEE FOR ROOF DRAIN LEADERS (LATERALS) TO MAIN STORM SEWER RUNS. 2.CLEANOUTS FOR ROOF DRAIN LEADERS LOCATED IN SIDEWALKS OR DRIVEWAYS SHALL BE FLAT DUCTILE IRON OR APPROVED EQUAL METAL COVER. CLEANOUTS LOCATED IN DRIVEWAYS SHALL BE TRAFFIC RATED. 3.POWER,COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FOR REFERENCE PURPOSES IN COORDINATION OF CONSTRUCTION. DESIGN OF THESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANY PROVIDING THE SERVICE. IF ANY CONFLICTS BETWEEN THE CIVIL PLAN AND UTILITY COMPANY PLANS, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TO DETERMINE THE BEST COURSE OF ACTION. 4.THE FIRE SERVICE WATER LINE SIZE AND MATERIAL SHALL BE CONFIRMED BY THE MEP FOR THE VILLAS. GREENWAY ENGINEERING DID NOT MODEL THE PRIVATE FIRE SERVICE WATER LINE. 5.CONTRACTOR TO TEST PIT THE EXISTING SANITARY SEWER STUB ON LANNY DRIVE TO CONFIRM THE DEPTH OF THE EXISTING SEWER BEFORE ORDERING MATERIALS AND CONSTRUCTION OF PROPOSED MANHOLE. CONTRACTOR TO NOTIFY ENGINEER OF TEST PIT SCHEDULE TO CONFIRM DEPTH OF UTILITY AND DESIGN. 6.A 1.5" T-10 NEPTUNE WATER METER WITH READING CAPACITY PER CITY OF WINCHESTER REQUIREMENTS. A 2" SERVICE LINE IS PROPOSED WITH A 2"X1.5" REDUCER BEFORE AND AFTER THE METER BOX TO ALLOW FOR A 1.5" METER AND METER SETTING. THIS WILL PROVIDE A 2" SERVICE LINE TO THE VILLA BUILDING WITH A 1.5" METER. INSTALL PER DETAIL WD-4 OF THE CITY OF WINCHESTER STANDARDS MANUAL, SIZING FOR THE WATER METER FOR THE RESIDENTIAL BUILDING BASED UPON 50 GPM AND 2" SERVICE LINE ENTERING THE BUILDING PER MEP. 7.CL52 CEMENT-LINED DUCTILE IRON PIPE TO BE USED FOR WATER LINES UNLESS OTHERWISE SPECIFIED. 8.CL52 CEMENT-LINED DUCTILE IRON PIPE TO BE USED FOR FIRE SERVICE WATER LINES UNLESS OTHERWISE SPECIFIED. 9.SDR 26 PVC HEAVY WALL TO BE USED FOR GRAVITY SANITARY SEWER LINES UNLESS OTHERWISE SPECIFIED. 10.GAS METER LOCATION IS APPROXIMATE. CLEARANCE NEEDS CONFIRMED BY ARCHITECTS AND WASHINGTON GAS ENGINEERS. 11.SEE SHEET C604 FOR OUTLET PROTECTION COMPUTATIONS. 12.FIRE METER SHALL BE 8" HP FIRE TURBINE AND PER CITY DETAIL WD-6. FIRE METER SHALL BE FURNISHED BY DEVELOPER AND APPROVED BY THE DEPARTMENT OF PUBLIC UTILITIES. A B X W V UT SR C Q P O N M L K C J I H G F E D C NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WAT E R W A Y S NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO W A T E R W A Y S NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IR O N DO NOT POLLUTE DRAINS TO W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLU T E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAIN S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WA T E R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAS T DUCTILE IR O N DO NOT POL L U T E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRO N DO NOT POL L U T E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O WATERWAYS NYLOPLAS T DUCTILE IRON DO NOT POLLUTE DRA I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRA I N S T O W A T E R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO W A T E R W A Y S NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO W A T E R W A Y S NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRON DO NOT POLLU T E D R A I N S T O W A T E RWAYS DO NOT POL L U T E DUCTILE IRON NYLOPLAST DRAINS TO W A T E R W A Y S NYLOPLASTDUCTILE IRON DO NOT POLLU T E D R A I N S T O W A T ERWAYS DO NOT POLLUTE DUCTILE IRO N NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUT E DUCTILE IRON NYLOPL AST DRAINS TO W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUT E D R A INS TO W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLA S T DUCTILE IRON DO NOT POLLUTE DRAINS TO WATER W A Y S NYLOPLAST DUCTILE IR O N DO NOT POLLUTE DRA I N S T O W A T E R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST 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 DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T E R WAYS NYLOPLAST DUCTILE IRON DO NOT POLL UTE D R A I N S T O W A T E R WA Y S NYLOPLAST DUCTILE IR O N DO NOT POLLUTE D R A I N S T O W A T E R W A Y S DO NOT POLLUTE DUCTILE IR O N NYLOPLAST DRAINS TO WAT E R WAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DRAINS TO WATE R W A YS DO NOT POLLU T E DUCTILE IRON DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DRAINS TO W A T E R W A Y S DO NOT POLLU T E DUCTILE IRON DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERW A Y S NYLOPLAST DUCTILE IRO N DO NOT POLLU T E D R A I N S T O W A T E R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DRAINS TO WA T E R W A Y S DO NOT POLLUTE DUCTILE IR O N NYLOPLAS T DRAINS TO WA T E R W A YS DO NOT POLLUTE DUCTIL E I R ON DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS 2 1 3 4 5 6 7 8 910 PROP. WET POND PROP. WET POND PROP. INGRESS/ EGRESS EASEMENT BOLD ROCKDRIVEFELDSPAR CT.TRAVERTINEWAY BOLD R O C K DRIVE BOLD ROCK DRIVE BOLD R O C K DRIVE BASALT CT.WM NYLOPLAST DUCTILE IRON DO NOT POLLUT E D R A I N S T O WAT E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAI N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRO N DO NOT POLLUTE DR A I N S T O W A T E RWA Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLU T E DUCTILE I R O N NYLOPL A S T DRAINS TO WATE R W A Y S DO NOT POLLU T E DUCTILE IRON NYLOPLAS T DRAINS TO WAT ERWAYS DO NOT POLLUTE DUCTILE IRONNYLOPLAST DRAINS TO WAT ERWAYS DO NOT POLLUTE DUCTILE IRONNYLOPLAST DRAINS TO WATE R W A Y S CURB TRANSITION CURB TRANSITION FREDERICK COUNTYCITY OF WINCHESTERPHASE 1 PHASE 2 PROP. GRAVEL TEMPORARY STAGING AEA 31 26 EX 31 39 EX 31 32 EX3116 EX 37 31 EX EP 37 31 EX EP 37 08 37 08 36 97 32 89 EX 33 02 EX 31 10 TOP 31 18 LP 31 25 TW=836.00 BW=834.56 MATCHEX. S/WMATCH EX. EP 30 79 EX 30 49 EX 31 25 SW 31 25 SW 31 35 SW3135 SW 31 56 SW 31 66 SW 7.3%11.8%1.4%12.2% 11.9%6.6%1.8%37 83 37 73 37 60 37 70 11.7%MATCH EX EP MATCH EX EP MATCH EX S/W 37 18 37 18 MATCH EX. CONC. DOOR LANDING PROP. S/W SLOPEMATCHES EX.11.8% TW=838.29 BW=837.70 TW=833.77 BW=833.77 37 69 EX FL 37 61 EX FL 37 74 37 82 37 42 37 32 38 16 38 04 TW=838.20 BW=836.45 MATCH EX EP836 832836838836834 834%2.0%2.0CITY OF WINCHESTERFREDERICK COUNTY151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664OVERALL GRADING PLANRev. No.Date 15 03-01-2024HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 60' C209 12/07/2020 KAS 20-12 2039 SHEET C210 SHEET C211 SHEET C216 SHEET C212SHEET C213 SHEET C215 SHEET C214 NYLOPLASTDRAINS TO WATERW AYS DO NOT POLLUTEDUCTILE IRONBOLD ROCKDRIVEFELDSPAR CT. 18 17 16 15 14 46 47 12 11 10 109 1 3A 3 128 131 130 18 17 16 15 14 13 45 46 47 12 11 10 11A 12A 109 2 1 3A 3 128 127 131 130 109A 45A 14 18 12 924.84.4%5.212 43%3.6%2.1%1.26 FOREBAY #2 SWM RISER "B" SWM LOW FLOW CONTROL GATE VALVE SWM OUTFALL POND DRAIN DEEP POOL CURB TRANSITION CURB TRANSITION NORMAL POOL WSE = 799.5 5'FOREBAY #1 5'5'5'5' AQUATIC/SAFETY BENCH 10' 10' AQUATIC BENCH NORMAL POOL WSE = 799.5 "D" PROVIDE POSITIVE DRAINAGE 60 MIL SYNTHETIC LINER TO ENCOMPASS ENTIRE FACILITY UP TO 10YR WSE 60 MIL SYNTHETIC LINER TO ENCOMPASS ENTIRE FACILITY UP TO 10YR WSE ARMOUR SPILLWAY WITH NA GREEN SHOREMAX REINFORCED WITH P300 ARMOUR SPILLWAY WITH NA GREEN P300 CLASS I RIP-RAP (T=26") CLASS I RIP-RAP (T=26") 5' AQUATIC/ SAFETY BENCH 6'WETLAND SHELF ZONE 1 (-6" TO -12") WETLAND SHELF ZONE 2 (0" TO -6")81081281481660 MIL SYNTHETIC LINER TO ENCOMPASS ENTIRE FACILITY UP TO 10YR WSE 60 MIL SYNTHETIC LINER TO ENCOMPASS ENTIRE FACILITY UP TO 10YR WSE 10' AQUATIC BENCH 10' SAFETY BENCH10'10'10'10'WETLAND SHELF ZONE 3 (0" TO +12")80830'18' TOP OF BERM = 12' 10' 10' AQUATIC BENCH 11' SAFETY BENCH SWM ACCESS SWM ACCESS NORMAL POOL WSE = 799.5 10' AQUATIC BENCH 10YR WSE = 802.99 10YR WSE = 802.99 10' SAFETY BENCH 11'TOP OF BERM = 12'10' "C" "A" "B" "C" 10YR WSE = 802.99 10YR WSE = 802.99 TW=807.78 BW=806.50 TW=808.56 BW=805.80 TW=808.61 BW=805.80 TW=808.15 BW=805.60 TW=808.32 BW=805.60 810812 812812 806 808 810 812810792799.5798.5796794798792 799.5 798.5 796 794 798 792799.5798.5796794798808 806 810 812 814 806 808806810814 814 814 816 818804808802 804 805 796 800 802802.5 802.7 801 804 802 804 805 800 805 800 799.5 798.5 798 799.5 798. 5 798 798 796 800 800 798 796 806804802800798804802804802798.5 798.7 801 80 1 801 800802804806806804802800798796800802804806808796798806806804802800792799.5798.5796794798806 804 802 800 806808 7947943R 3R 4R 812 810 814 808 94 00 GND 98 50 INV 97 85 INV 13 85 OLR 13 74 13 78 SW 13 60 13 49 14 54 14 43 13 78 SW 13 68 SW 13 68 SW 14 11 13 00 10 85 TOP 1462 SW 1472 SW1474 SW 1464 SW 12 15 SW1234 SW 10 51 SW 10 41 SW 09 91 SW 09 81 SW 09 40 SW 10 51 SW 09 50 SW 09 81 SW 09 91 SW 08 64 SW 08 54 SW 08 58 SW 08 48 SW 01 50 INV 95 00 GND 04 00 GND 04 00 GND 00 00 GND 00 00 GND 00 00 GND 03 90 GND 03 90 GND 03 90 GND 04 00 GND 03 90 GND 03 90 GND 03 90 GND 08 20 GND 08 20 GND 08 20 GND 08 20 GND 08 20 GND 08 20 GND 00 64 EP 00 00 EP 08 20 GND 06 87 GND 07 11 GND 07 35 GND 13 88 SW 13 98 EP 13 96 EP 13 97 SW 13 94 SW 13 88 SW 11 88 SW 11 88 SW1178 SW 11 78 SW 10 28 SW 10 28 SW1018 SW 10 18 SW 08 68 SW 08 68 SW 08 58 SW 08 63 SW 07 90 SW 07 80 SW 07 30 SW 06 66 SW 06 32 SW MATCH EX. EP ELEVATION MATCH EX. EP ELEVATION MATCH EX. EP ELEVATION PROP.10' CL AI RIP-RAP PROP. 10' CL AI RIP-RAP PROP. 10' CL AI RIP-RAP PROP. 10' CL I RIP-RAP PROP. 10' CL AI RIP-RAP PROP. 10' CL I RIP-RAP PROP. 10' CL I RIP-RAP 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664GRADING PLANRev. No.Date 08 08-09-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 20' C210 12/07/2020 KAS 20-12 2039 MATCH LINE SHEET C211 MATCH LINE SHEET C215NOTES: 1.ACCESSIBLE ROUTES SHOWN WITH RED DASH HAVE A MAX. RUNNING SLOPE 5% AND MAX. CROSS SLOPE 2%. 2.PROPERTY OWNER IS TO CONSERVE THE 50' MATURE WOODLAND FULL SCREEN FOR RESIDENTIAL SEPARATION BUFFER. THE PROPERTY OWNER IS NOT ALLOWED TO CLEAR THIS VEGETATION. 3.HANDRAILS SHALL BE PROVIDED AT ALL EXTERIOR STAIRS AND RAMPS. LOCATION OF HANDRAILS TO BE DETERMINED IN THE FIELD AND PROVIDE 5' WIDE ACCESS. 4.ALL DOOR THRESHOLDS ARE GRADED WITH 0' DROP FROM INTERIOR TO EXTERIOR. 5.TW= PROPOSED GROUND GRADE AT THE TOP OF WALL, HIGH SIDE OF RETAINING WALL. ACTUAL RETAINING WALL MAY EXTEND ABOVE GRADE, SEE DESIGN BY OTHERS. SAFETY FENCING TO BE INSTALLED ALONG RETAINING WALLS WHERE NECESSARY PER HEIGHT REQUIREMENTS, TO BE INSTALLED BY OTHERS. 6.BW= PROPOSED FINISHED GRADE AT THE BOTTOM OF THE WALL, LOW SIDE OF RETAINING WALL. ACTUAL RETAINING WALL WILL EXTEND BELOW GRADE, SEE DESIGN BY OTHERS. 7.BUILDING PERMIT IS REQUIRED FOR RETAINING WALLS WITH 3' OR MORE OF UNBALANCED FILL. 8.NO EROSION, SEDIMENTATION, OR FLOODING DOWNGRADIENT PROPERTIES WILL TAKE PLACE FROM THE UNCONTROLLED SHEET FLOW COMING OF THE SITE. 9.THE STORMWATER MANAGEMENT POND WILL BE PRIVATELY OWNED. NYLOPLAS T DUCTILE IRO NDO NOT PO L L U T E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLU T E D R A I N S T O W A T E R W A Y S NYLOPLA S T DUCTILE IRONDO NOT POLL U T E D R A I N S T O W A T E R W A Y SNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLO P L A S TDUCTILE IRONDO NO T P O L L U T E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRO NDO NOT POLL U T E D R AI N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRO NDO NOT POL L U T E D R A I N S T O W A T E R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATER W A Y S NYLOPL A S T DUCT I L E I R O N DO N O T P O L L U T E D R A I N S T O W A T E R W A Y S NYLOPLASTDUCTILE IRONDO NOT POLLUTE D R A I N S T O W A T E R W A Y S NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT P OLLU TE DRAI NS T O WA TER WAY S NYLOP L A S T DUCTIL E I R O N DO NOT POLLUTE D R A I N S T O W A T E R W A Y S DO NOT PO L L UTE DUCTILE IRONNYLOPLASTDRAINS TO W ATERWA Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERW A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLASTDRAINS TO W ATERWAYS DO NOT POLLUTEDUCTILE IRONNYLOPLASTDUCT I L E I R O N DO NOT POLLUTE D R A I N S T O W A T E R W A Y S NYLOPLASTDRAINS TO WATERWAYSDO NOT POLLUTEDUCTILE IRONNYLOPLASTDRAINS TO WAT ERWAY S DO NOT POLLUTE DUCTILE IRONDO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAY S PROP. WET POND PROP. RETAINING WALL (TYP.)PROP. RETAINING WALL (TYP.) LIMITS OF DISTURBANCE (TYP.) PROP. GENERATOR PAD (TYP.) PROP. GENERATOR PAD (TYP.) PROP. STAIRS PROP. INGRESS/ EGRESS EASEMENT PROP. STAIRS W/HANDRAIL FELDSPAR CT. BOLD ROCK DRIVE DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERW A Y S 18 17 16 15 14 19 20 21 22 2728 42 29 41 46 47 1 38 39 35B 18 17 16 15 14 13 19 20 21 22 23 24 25A 2728 36 37 44 42 29 41 45 46 47 48 2 1 38 39 40 35 25 20A 35C 35A 40A 40B 43A43B43C 33C33B 33A 45A 37A 43 20 32 30 92 14 18 12 92 23 00 LP 09 80 LP3:1%1.0%2.0%1.0%1.0%1.0%1.0%2.0%2.0%2.0%1.0%1.0%1.0 %1.0%1.0%1.0%2.0%4.7%4.8%4.4%4.9%1.1%5.2%1.0%5.3% 4.2 %2.3 %1.5%1.5 %4.7 % 1. 4 %2.0 %4.0 %1.1%4.1%1.3%4.5%1.4% 3. 5 % 4. 6 % 1. 5 %1.5 12 43 %4.0 %3.6%3.0 %2.0 %2.5%2.5%2.1%2.1%2.0 %1.26 2FE= 847.07 1FE= 836.40 GAR= 826.40 2FE= 841.07 1FE= 830.40 GAR= 820.40 2FE= 835.49 1FE= 824.82 GAR= 814.82 2FE= 836.36 1FE= 825.69 GAR= 815.69 FOREBAY #2 SWM RISER SWM LOW FLOW CONTROL SWM OUTFALL CURB TRANSITION CURB TRANSITION5'5' AQUATIC/SAFETY BENCH NORMAL POOL WSE = 799.5 "D" PROVIDE POSITIVE DRAINAGE MEET & MATCH EX. EP & CURB TW=851.45 BW=846.50 TW=846.00 BW=845.90 TW=846.10 BW=826.86 TW=845.70 BW=826.65 TW=845.30 BW=827.00 TW=837.75 BW=826.60 TW=834.27 BW=826.70 TW=826.00 BW=826.00 TW=820.40 BW=820.40 TW=827.00 BW=820.70 TW=835.00 BW=821.30 TW=836.20 BW=821.60 TW=835.80 BW=821.30 TW=829.70 BW=820.65 TW=830.10 BW=820.80 TW=830.10 BW=821.20 TW=830.07 BW=820.80 TW=819.30 BW=819.30 TW=828.00 BW=820.60 TW=829.60 BW=820.62 TW=830.07 BW=820.85 TW=816.00 BW=815.80 TW=824.00 BW=815.00 TW=824.49 BW=815.00 TW=824.20 BW=814.90 TW=834.92 BW=834.87 TW=835.95 BW=833.03 TW=836.00 BW=832.96 TW=836.00 BW=832.32 TW=836.07 BW=832.55 TW=852.60 BW=835.93 TW=819.97 BW=819.95 TW=823.20 BW=820.55 TW=824.11 BW=822.25 TW=824.21 BW=822.48 TW=824.43 BW=822.97 TW=827.77 BW=827.40 TW=826.70 BW=823.50 TW=824.20 BW=824.10 TW=823.96 BW=823.93 TW=824.49 BW=822.96 TW=836.40 BW=826.40 TW=836.35 BW=826.20 TW=826.10 BW=826.10 TW=828.00 BW=826.10 TW=829.10 BW=826.10 TW=836.23 BW=830.00 TW=833.24 BW=833.19 TW=835.67 BW=833.30 TW=836.00 BW=831.60 TW=835.57 BW=835.57 TW=836.00 BW=830.93 TW=831.00 BW=816.20 TW=830.85 BW=815.65 TW=824.49 BW=815.20 TW=824.40 BW=815.20 TW=829.00 BW=816.00 TW=824.00 BW=815.60 TW=822.00 BW=820.30 TW=846.53 BW=836.35 TW=835.78 BW=833.07 ARMOUR SPILLWAY WITH NA GREEN P300 60 MIL SYNTHETIC LINER TO ENCOMPASS ENTIRE FACILITY UP TO 10YR WSE SWM ACCESS 10YR WSE = 802.99 EMERGENCY SPILLWAY ARMOUR SPILLWAY WITH NA GREEN SHOREMAX REINFORCED WITH P300 TOP OF BERM = 12'"E" "E" "D" "D" "A" 1 8 '10'10YR WSE = 802.99 TW=807.78 BW=806.50 TW=808.56 BW=805.80 TW=808.61 BW=805.80 TW=808.15 BW=805.60 TW=808.32 BW=805.60 812812832830808810812814816818826 824 822 812 806 808 810 812810799.5798.5796798802 804 828836826852846 842 846 8 4 4 826 828826814 814 814 8 1 4 818 816822824 8 2 0822 824824 826828830832810820 820802 804 805 812814816818820822824826828814 836 836 820824834 832 830 83 0 83 0 820 844 848 820820 838 836 834 832 830 828826824822796 798 796 804801 80 1 812812800802804806808796798806806804802800802 804 8048068007943R 3R 4R 812 810 814 808 GND 36 36 36 27 15 61 15 61 15 61 35 65 SW 36 03 SW 36 07 GND 36 03 SW 36 27 GND 36 16 SW 36 36 36 27 32 32 GND 32 30 GND 32 10 GND 31 30 GND 31 00 GND 30 50 GND 31 00 GND 30 40 GND 31 60 GND 31 40 GND 31 1 GND 30 55 GND 15 69 GND 15 69 GND 15 69 15 69 15 69 24 82 24 73 24 82 24 73 14 74 14 74 14 74 14 74 14 74 24 82 24 73 24 49 GND 24 49 GND 24 49 GND 24 25 GND 24 73 GND 24 49 GND 24 49 GND 24 49 GND 24 49 GND 24 32 GND 24 32 GND 24 49 GND 23 69 GND 2399 GND 24 19 GND2462 SW 24 49 SW 24 35 SW 24 45 SW 24 20 SW 24 10 SW 24 20 SW 24 10 SW 24 00 SW2410 SW 24 49 GND 24 49 GND 24 32 GND 23 80 GND 24 32 GND 24 32 GND 24 32 GND 24 32 GND 24 20 GND 24 32 GND 23 35 GND 23 50 GND 24 30 BP 24 49 GND 24 20 GND 23 95 GND 29 35 80 36 32 36 32 36 32 36 40 GND 36 40 GND 36 40 46 74 GND 46 74 GND 45 50 GND 46 74 GND4707 47 07 46 98 4698 46 60 GND 46 45 GND46 74 GND 45 47 GND 46 57 GND 46 74 GND4674 GND 46 64 GND 26 40 SW 26 40 SW 26 32 26 32 46 53 GND 46 67 GND 45 81 GND 45 95 GND 46 10 GND 36 10 SW 36 15 SW 36 10 SW 36 23 SW 36 35 SW 36 40 36 05 SW 36 40 GND 36 40 GND 36 40 36 29 SW36 35 SW3595 SW3590 SW 26 40 26 33 SW 26 40 26 26 SW 26 26 SW 25 29 25 33 25 12 25 14 25 76 26 052611 26 11 25 76 24 57 25 78 25 91 46 37 GND 46 20 GND 46 00 GND 45 30 GND4650 GND 45 65 GND 45 20 GND 45 50 GND 46 00 GND 46 84 GND 25 66 26 10 GND 26 60 GND 26 70 GND 26 00 GND 26 10 GND 25 82 SW 25 47 26 05 SW 36 08 SW3619 SW 35 90 20 32 19 63 19 50 19 30 19 671996 20 40 19 99 19 82 19 63 19 88 20 26 SW 20 32 20 40 20 40 20 40 20 40 20 40 GND 21 00 GND 30 31 30 40 30 31 30 40 19 28 19 17 19 20 SW 30 40 30 31 SW 30 31 SW 29 95 SW 29 95 SW 18 15 17 73 20 32 20 32 20 32 19 71 19 41 19 56 18 84 18 56 18 04 19 99 19 84 19 59 19 05 GND 19 70 GND 19 30 GND 20 26 SW 20 36 SW 20 24 SW 20 34 SW 20 40 GND 20 26 SW 20 80 SW 20 30 SW 18 80 TOP 30 07 GND 30 07 GND 30 07 GND 30 07 GND 30 07 GND 30 07 GND 29 82 GND 30 07 GND 30 07 GND 30 07 GND 30 07 GND 30 07 GND 30 07 GND 30 07 GND 30 07 GND 29 80 GND 29 00 TOP 29 45 OLR 29 80 GND 29 80 GND 29 80 GND 29 80 GND 29 80 GND 29 80 GND 29 80 GND 29 80 GND 26 90 GND 21 20 GND 14 82 14 82 14 82 14 74 13 85 OLR 13 74 14 68 SW 13 78 SW 13 60 13 49 14 58 SW 14 68 SW 14 54 SW 14 54 14 43 15 55 SW 14 64 SW 14 72 SW 1462 SW 15 42 SW 15 52 SW1559 SW 1549 SW 14 72 SW 14 62 SW 15 59 SW 15 49 SW SW SW 26 30 SW 26 30 SW 14 82 GND 14 82 GND 14 82 GND 14 82 GND 13 78 SW 13 68 SW 13 68 SW 14 31 14 11 13 91 13 20 TOP 24 49 GND 14 18 12 96 13 091370 13 00 13 14 13 32 13 14 13 381364 1390 14 34 13 74 14 30 14 04 10 85 TOP 13 22 GND 14 70 GND 1462 SW 1472 SW1474 SW 1464 SW 12 15 SW 14 81 14 61 1506 14 96 14 56 30 85 GND 36 27 GND 36 03 GND 32 55 GND 25 47 25 19 24 96 SW 27 00 GND 26 10 GND 26 00 GND 24 49 SW 22 99 SW 33 03 SW 33 03 SW 32 96 SW3331 GND 35 95 GND 35 90 TOP 22 93 SW 2425 GND 23 69 GND 24 00 GND 24 49 GND 20 08 20 04 20 22 2056 2030 2020 19 44 19 30 SW 19 76 OLR 2020 20 10 TOP 26 60 TOP 27 00 GND 29 00 TOP 29 40 OLR 29 92 GND 3007 GND 19 42 OLR 19 42 OLR 29 52 GND 29 32 GND 29 02 GND 29 80 GND 21 60 GND 46 20 GND 52 30 BP 45 00 TOP 45 00 TOP4560 BP 45 53 GND4660 GND 45 25 BP 51 45 GND 26 20 GND 26 24 SW 36 40 36 30 SW 36 30 SW 36 20 SW 36 20 SW 36 32 GND 36 10 SW 36 02 SW 52 60 GND 51 80 GND 26 37 SW 29 56 GND 35 77 33 30 SW 33 40 SW 35 87 3567 SW 35 51 SW3561 SW 35 72 SW 35 57 OLR 13 14 12 34 SW 13 21 19 901995 19 24 19 24 19 56 19 56 14 41 1394 13 99 16 00 GND 15 60 GND 19 49 19 80 GND 26 48 SW 26 05 SW 25 95 SW 25 99 SW 25 59 SS 2595 SW 26 38 SW 25 14 3570 35 63 LP 20 09 TOP 10 51 SW 10 50 GND 39 80 TOP 35 35 TOP 35 50 GND 10 41 SW 09 40 SW 10 51 SW 09 50 10 30 BP 14 76 TOP 15 26 BP 20 66 TOP 21 06 BP 28 24 TOP 28 74 BP 40 30 BP 46 17 TOP 08 20 GND 00 80 EP 00 47 EP 00 64 EP 00 00 EP 99 60 EP 98 10 EX EP 99 80 EP 99 80 EP 00 30 EP 00 22 EP 05 40 GND 05 60 GND 01 80 GND 01 32 GND 08 20 GND 00 70 GND 01 50 GND 05 60 GND 05 40 GND 98 36 EX EP 99 66 EP 05 80 BP 05 80 BP 01 26 GND 01 75 GND 06 05 GND 06 29 GND0593 GND 06 87 GND 07 11 GND 07 35 GND 04 76 GND 05 00 GND 04 52 GND 05 20 GND 05 20 BP 05 20 GND 46 44 GND 46 65 GND 13 88 SW 13 98 EP 13 96 EP 13 97 SW 13 94 SW 13 88 SW 11 88 SW 11 88 SW1178 SW 11 78 SW 10 28 SW 10 28 SW1018 SW 10 18 SW 08 68 SW 08 68 SW 08 58 SW 08 63 SW 07 90 SW 07 80 SW 07 30 SW 06 66 SW 25 74 SW 26 03 OLR 25 92 OLR 06 32 PROP. STAIRS W/HANDRAIL PROP. STAIRS W/HANDRAIL 3R 6R PROP. STAIRS W/HANDRAIL 4R 10 9 8 7 PROP.10' CL AI RIP-RAP PROP. 10' CL AI RIP-RAP PROP. 10' CL AI RIP-RAP 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664GRADING PLANRev. No.Date 08 08-09-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 20' C211 12/07/2020 KAS 20-12 2039 MATCH LINE SHEET C210MATCH LINE SHEET C212ACCESSIBLE ROUTE -MAX. RUNNING SLOPE 5% -MAX. CROSS SLOPE 2% KEY NOTES: 1.ACCESSIBLE ROUTES SHOWN WITH RED DASH HAVE A MAX. RUNNING SLOPE 5% AND MAX. CROSS SLOPE 2%. 2.PROPERTY OWNER IS TO CONSERVE THE 50' MATURE WOODLAND FULL SCREEN FOR RESIDENTIAL SEPARATION BUFFER. THE PROPERTY OWNER IS NOT ALLOWED TO CLEAR THIS VEGETATION. 3.HANDRAILS SHALL BE PROVIDED AT ALL EXTERIOR STAIRS AND RAMPS. LOCATION OF HANDRAILS TO BE DETERMINED IN THE FIELD AND PROVIDE 5' WIDE ACCESS. 4.ALL DOOR THRESHOLDS ARE GRADED WITH 0' DROP FROM INTERIOR TO EXTERIOR. 5.TW= PROPOSED GROUND GRADE AT THE TOP OF WALL, HIGH SIDE OF RETAINING WALL. ACTUAL RETAINING WALL MAY EXTEND ABOVE GRADE, SEE DESIGN BY OTHERS. SAFETY FENCING TO BE INSTALLED ALONG RETAINING WALLS WHERE NECESSARY PER HEIGHT REQUIREMENTS, TO BE INSTALLED BY OTHERS. 6.BW= PROPOSED FINISHED GRADE AT THE BOTTOM OF THE WALL, LOW SIDE OF RETAINING WALL. ACTUAL RETAINING WALL WILL EXTEND BELOW GRADE, SEE DESIGN BY OTHERS. 7.BUILDING PERMIT IS REQUIRED FOR RETAINING WALLS WITH 3' OR MORE OF UNBALANCED FILL. 8.NO EROSION, SEDIMENTATION, OR FLOODING DOWNGRADIENT PROPERTIES WILL TAKE PLACE FROM THE UNCONTROLLED SHEET FLOW COMING OF THE SITE. 9.THE STORMWATER MANAGEMENT POND WILL BE PRIVATELY OWNED. NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T E R W A Y S NYLOPLASTDUCTILE IRO N DO NOT POLL U TE DRAINS TO W A T E R W AYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS T O W A T ERWAYS NYLOP LAST DUC T I L E IRON DO N O T POLLUTE DRAINS T O W A TERWAYS NYLOPLAST DUCTILE IR O N DO NOT POLL U T E D R A I N S T O W A T E R W A Y S NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAS TDUCTILE IRO N DO NOT POLLUT E DRAINS T O WATERW A YS DO NOT POLLUT E DUCTILE IRON NYLOPLASTDRAINS TO WAT E RWAYS NYLOPLAST DUCTILE I RON DO NOT PO L L UTE DRA I N S TO WA T E RWAYS DO NOT POLL U T E DUCTILE IRONNYLOPLASTDRAINS TO WA T ERWAYS DO NOT POLL U TE DUCTILE IRONNYLOPLASTDRAINS TO WA T ERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLU T E DRAINS T O WATE R WAYS NYLOPLAS TDUCTILE IRO N DO NOT POLL U TE DRAI N S TO WA T E RWAYS 73 72 71 59 60 55 54 53 81 82 71A 85 100 72 71 59 60 61 81 82 71A 85 100 83A NYLOPLAST DUCTILE IR ON DO NOT PO L L UTE DRA I N S TO WA T E RWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERW A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERW A Y S NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DR A IN S TO WAT E RWAYSNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAIN S TO WATER WAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO W ATERWA Y S NYLOPLAST DUCTILE IR ON DO NOT PO L L UTE DRA I N S TO WA T ERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T E R W A Y S 82A NYLOPLAST DUCTILE IRON DO NOT POLLUTE DR A I N S T O W A T E R W A Y S NYLO P L A S T DUCTILE IRON DO NO T P O L L U T E D R A I N S T O W A T E R W A Y S 61A PROP. RETAINING WALL (TYP.) PROP. GENERATOR PAD (TYP.) PROP. GENERATOR PAD (TYP.) FELDSPAR CT.TRAVERTINEWAY BOLD R O C K DRIVE BOLD R O C K W M 71B NYLOPLA S T DUCTILE I R ON DO NOT P O LLUT E D R AINS T O WATE R W A YS PHASE 1 PHASE 2 NYLO P L A ST DUCTILE IRO N DO NOT PO L L U T E DR A I N S TO W A T E RWA Y S NYLOP L AST DUCTI L E IRON DO NOT PO L L U TE D R A I N S TO W A TER W A Y S PROP. TYPE 3 BARRICADE w/ ROAD CLOSED SIGN (R11-2) DO NOT P OLLUTE DUCTILE IRONNYLOPLASTDRAINS TO W ATERWA Y S 30 31 33 77 84 86 88 89 87 87A 32A 73A 30 31 33 77B 77 7675 74 73 56 55 54 53 57 49 50 51 52 84 86 88 89 87 87A 3232B32C 56A 56B 56C 56D 56E 56F 56G 77A 56AA 40B 77C 77D 33B 33A 73B 73C73D PROP. TYPE 3 BARRICADE w/ ROAD CLOSED SIGN (R11-2) 77 41 88 42 11 42 21 42 44 42 55 42 69 42 79 44 26 43 07 21 22 OLR 21 12 20 97 20 87 20 65 20 54 43 62 43 62 43 62 43 70 43 704370 43 70 43 62 43 62 43 70 43 70 GND 43 62 43 62 43 62 53 70 43 22 43 43 42 82 43 12 43 02 42 32 42 10 43 42 43 05 42 314256 42 17 42 33 42 454293 42 85 53 61 53 61 53 17 53 17 53 70 53 70 53 61 43 70 GND 43 70 GND 43 70 GND 53 10 GND 53 37 GND 53 37 GND 53 37 GND 53 37 GND 53 37 GND 53 37 GND 53 37 GND 53 11 GND 53 37 GND 53 37 GND 53 61 53 20 GND 53 20 GND 53 20 GND 53 20 GND 53 20 GND 53 20 GND 53 20 GND 53 37 GND 53 00 BP 53 20 GND 53 20 GND5320 GND 53 20 GND 53 20 GND 53 37 GND 53 20 GND %2.0%1.0%1.0%1.03:153 37 GND 43 70 GND 43 55 GND 85 42 85 42 85 42 85 42 71 42 93 GND 42 93 GND 60 GND 52 60 GND 52 60 GND 52 43 GND 52 43 GND 52 05 GND5243 GND 52 43 GND 42 87 GND 41 60 TOP 42 13 42 35 42 74 42 95 42 18 41 97 42 10 OLR 43 41 43 15 42 59 42 90 43 40 43 30 53 37 GND 53 37 GND 50 80 TOP 52 20 GND 43 70 GND 23 59 23 67 23 59 23 59 23 45 23 67 GND 23 29 53 20 GND 53 20 GND 22 74 22 33 22 02 22 02 22 10 GND2202 22 10 GND 22 02 22 02 22 10 22 10 22 10 22 02 22 02 42 77 42 68 42 68 42 44 42 44 42 77 42 774268 22 10 GND 22 10 GND 4214 GND 42 44 GND 42 44 GND 2196 SW 42 14 GND 42 44 GND 42 44 GND 42 68 42 27 GND 42 14 GND 42 20 GND 42 44 GND 42 20 GND 42 44 GND %2.0%1.0%1.0%1.042 44 GND 42 00 GND 21 05 SW 21 03 SW 22 10 4214 GND4214 GND 42 14 GND 22 02 22 02 42 41 SW 21 83 22 02 43 00 GND 41 00 TOP 43 43 41 89 41 91 42 90 42 79 42 26 42 78 42 43 42 4642 62 42 80 42 09 42 98 42 63 21 83 42 00 GND 38 33 GND 39 20 GND 37 30 GND 40 30 GND 38 25 GND 22 00 GND 21 56 42 44 GND 42 44 GND 21 66 21 22 21 03 21 12 20 82 20 76 20 99 21 58 21 48 21 22 42 44 GND40 92 GND 38 90 GND 41 60 GND 42 14 GND %1.0%1.0%2.0%1.0%2.0%2.0%2.0%1.0%1.0%2.0%1.021 50 BP 21 52 BP 21 20 21 75 23 29 22 48 23 75 GND 22 85 GND 23 48 GND 22 58 GND %4.9%1.8%4.8 20 72 TOP 43 00 GND 4350 GND4320 GND 4320 GND 43 00 GND %1.0 22 20 %4.9%1.0%5.3%4.242 80 SW 43 56 SW %4.5 %3.9 22 00 GND 22 00 GND %1.6%1.5 % 1. 5 %2.0 %0.721 93 22 00 SW 21 90 SW%1.0%4.3 22 00 SW 21 90 SW %4.0 21 53 SW 21 06 21 06 20 76 %1.5 2078 GND %1.5 %1.5 21 45 21 60 42 50 GND 41 96 GND 42 80 GND 43 35 GND 42 35 SW4225 SW 41 90 TOP 41 60 TOP 42 22 GND 42 26 SW 42 44 GND 42 10 GND 42 14 SW70 SW%4.2 42 80 SW 42 70 SW 42 70 SW%5.0%1.8 43 53 43 43 43 60 SW 43 50 SW 43 53 43 434360 SW 43 50 SW %4.4%1.0 42 05 OLR %3.1 %3.0 %1.3 %4.0%1.5 %4.5 %2.0 %1.5 %1.0 53 20 GND 53 37 GND 42 48 42 39 42 50 SW 42 29 OLR %1.5 %1.5%4.853 20 GND 53 20 GND 52 60 GND 53 48 GND 52 43 GND 52 35 GND 52 85 GND 51 65 GND 43 75 GND 43 25 GND 52 39 GND 52 78 GND 52 99 GND GND 52 15 GND 42 86 43 18 42 80 42 91 43 02 43 12 42 83 %1.26 %2.0%2.02FE= 864.37 1FE= 853.70 GAR= 843.70 2FE= 842.77 1FE= 832.10 GAR= 822.10 2FE= 856.97 1FE= 846.30 GAR= 836.30 2FE= 836.36 1FE= 825.69 GAR= 815.69 FF= 847.02 FF= 847.95 CURB TRANSITION TW=851.45 BW=846.50 TW=835.70 BW=816.10 TW=835.60 BW=815.95 TW=835.30 BW=816.10 TW=834.92 BW=834.87 TW=835.95 BW=833.03 TW=836.00 BW=832.96 TW=836.00 BW=832.32 TW=836.07 BW=832.55 TW=828.91 BW=820.73 TW=820.10 BW=820.10 TW=834.23 BW=821.88TW=837.50 BW=822.00 TW=838.25 BW=822.00 TW=838.25 BW=822.00 TW=842.44 BW=822.25 TW=842.50 BW=822.30 TW=843.20 BW=823.33 TW=843.20 BW=823.59 TW=841.96 BW=822.85 TW=842.80 BW=823.75 TW=831.65 BW=816.60 TW=826.35 BW=816.10 TW=829.65 BW=816.70 TW=852.60 BW=835.93 TW=850.95 BW=837.50 TW=855.80 BW=836.50 TW=833.24 BW=833.19 TW=833.50 BW=833.45 TW=835.67 BW=833.30 TW=836.00 BW=831.60 TW=836.23 BW=835.73 TW=835.57 BW=835.57 TW=855.88 BW=836.85 TW=835.95 BW=835.95TW=846.21 BW=836.10 TW=839.15 BW=835.95 TW=838.00 BW=835.95 TW=854.37 BW=845.80 TW=856.30 BW=846.25 TW=854.00 BW=845.43 TW=845.28 BW=845.25 TW=845.03 BW=843.68 TW=842.18 BW=842.15 TW=842.77 BW=842.10 TW=842.03 BW=842.03 TW=845.00 BW=842.15 TW=854.00 BW=837.10 TW=852.60 BW=842.87 TW=852.60 BW=842.80 TW=852.15 BW=843.25 TW=852.35 BW=843.75 TW=853.60 BW=843.30 TW=853.67 BW=843.64 TW=853.37 BW=843.64 TW=853.05 BW=843.35 TW=850.70 BW=843.35 TW=844.10 BW=844.00 TW=845.85 BW=841.20 TW=845.85 BW=840.58 TW=846.16 BW=839.93 TW=852.42 BW=836.50 TW=851.92 BW=837.10 TW=846.53 BW=836.35 TW=835.78 BW=833.07 "M" "N" "N"842860 854 856 858 852 862 860 854 856 858 822822822 822 842 808 8108468 4 8 8 5 0 85 2 822822 822 842 842 842852TW=842.58 BW=842.58 TW=842.72 BW=842.10 TW=843.07 BW=834.50 TW=842.80 BW=830.30 TW=843.20 BW=834.00 TW=842.20 BW=840.20 TW=842.45 BW=837.60 TW=842.10 BW=837.60 TW=841.60 BW=841.22 TW=841.22 BW=841.22 TW=834.25 BW=834.25 TW=834.25 BW=833.00 TW=835.75 BW=830.60 TW=837.75 BW=828.35 TW=839.10 BW=828.35 TW=838.00 BW=836.10 TW=833.20 BW=827.25 TW=833.20 BW=825.70 TW=829.80 BW=827.90 TW=826.00 BW=816.30 TW=823.80 BW=819.10 TW=822.00 BW=822.00 TW=842.25 BW=839.00 TW=841.80 BW=839.20 TW=819.65 BW=819.65 TW=819.25 BW=818.00 TW=818.60 BW=812.00 TW=816.50 BW=810.50 TW=815.80 BW=812.00 TW=815.21 BW=815.21 60 MIL SYNTHETIC LINER TO ENCOMPASS ENTIRE FACILITY UP TO 10YR WSE 806 805 TW=846.64 BW=846.62 TW=846.90 BW=846.17 TW=846.97 BW=845.61 TW=847.02 BW=846.60 TW=855.38 BW=847.91 TW=854.42 BW=847.07 TW=855.78 BW=847.87 TW=855.00 BW=847.02 VAULT FLUSH WITH GRADE RETAINING WALL TO EXTEND MIN. 4" ABOVE S/W TW=846.00 BW=845.90 TW=849.67 BW=844.60 TW=807.78 BW=806.50 TW=808.15 BW=805.60 TW=807.40 BW=806.00 TW=808.32 BW=805.60 805 806 804 40 40 GND 41 20 GND 842840838836834832842 840838836822 8 5 2 8 5 0 8 6 0 8 5 4 8 5 6 8 5 8 85 2 85 0 854 856 858 856 858 852 854 856 8 5 2 8 5 4 836836836852 852 854 816 818 820 810 81683282082683 6 834830 826 828 830 838 840 826828 836 8 3 4 830 8 3 2 83883282 2 824 82482683 8 840 828 836 836 836 856 854 8 4 2 8 4 2 814 812 84 8 85 0 85285 4 812 810 814 808 8 4 2 842 842 35 83 BP 34 90 GND 35 50 GND 36 36 36 27 35 60 GND 36 03 GND 36 03 GND 36 36 36 27 36 03 GND 36 03 GND 35 70 GND 35 36 GND 15 61 15 61 35 70 GND 35 00 SW 35 20 SW 35 65 SW 36 03 SW 36 07 GND 36 03 SW 36 27 GND 36 16 SW 35 13 SW 36 36 36 27 32 32 GND 32 30 GND 32 10 GND 31 31 60 GND 15 69 GND 15 69 GND 15 15 69 15 69 15 69 15 61 15 61 47 23 46 62 47 02 GND 47 02 GND 47 90 47 87 55 78 GND 55 78 GND 55 28 GND 54 67 GND 55 60 BP 54 50 GND 50 90 GND 55 00 GND 51 40 GND 49 40 GND 47 87 46 40 GND 46 22 46 22 46 22 46 30 GND 46 30 GND 46 30 56 64 GND 56 64 GND 56 07 GND5607 GND 56 46 GND 56 46 GND 56 27 GND5664 GND 56 97 56 97 56 88 5689 56 50 GND 56 35 GND 56 64 GND 54 64 GND 56 34 GND 56 64 GND5664 GND 56 40 GND 35 66 35 41 35 29 35 04 35 80 35 913651 35 81 35 76 36 30 SW 36 30 SW 36 22 36 22 56 25 GND 56 50 GND 56 00 GND 56 00 GND 55 40 GND 46 20 SW 45 95 SW 46 05 SW 45 04 OLR4504 SW 46 14 SW 46 25 SW 46 30 45 95 SW46 05 SW 46 30 GND 46 30 GND 50 40 TOP 55 40 BP 53 10 TOP 53 60 BP 45 87 43 15 44 40 TOP 45 87 43 75 44 69 45 55 45 00 44 90 44 82 44 56 44 20 44 80 44 58 45 38 46 30 46 19 SW 46 25 SW 45 85 SW4580 SW 54 80 GND 36 30 35 18 36 14 SW 36 22 SW 36 30 36 15 SW 39 55 GND 35 00 TOP 35 10 TOP 35 46 OLR 35 32 OLR 34 30 36 15 SW 36 32 36 32 36 32 36 40 GND 36 40 GND 36 40 47 07 4698 46 60 GND 363610 SW 36 40 36 29 SW36 35 SW3595 SW3590 SW 36 08 SW3619 SW 35 90 3519 3528 35 05 TOP 14 79 OLR 14 68 14 54 14 43 15 55 SW 15 42 SW 15 52 SW1559 SW 1549 SW 15 59 SW 15 49 SW 15 51 SW 15 41 SW 49 41 HP 39 24 HP 39 05 SW 39 00 SW 35 10 SW 35 12 SW 34 25 SW 34 35 SW 29 39 SW 28 24 SW 29 49 SW 28 34 SW 32 45 SW 32 55 SW 30 97 SW 31 07 SW 35 95 SW 35 85 SW 21 90 SW 22 00 SW 20 58 SW 20 43 SW 20 61 SW 20 48 SW 38 00 SW 37 90 SW 38 90 SW 39 14 SW 34 75 TOP 27 00 GND 27 70 BP 25 00 TOP 34 00 TOP 29 38 TOP 31 57 TOP 19 90 TOP 22 70 TOP 35 17 GND 20 10 GND 1462 SW 1472 SW1474 SW 1464 SW 14 75 14 64 13 95 TOP 15 02 15 10 15 201540 14 96 15 90 15 60 1576 15 41 15 29 15 56 15 36 19 43 SW 15 60 GND 16 60 GND 16 00 GND 36 03 GND 35 86 GND 35 86 GND 35 03 SW 36 27 GND 36 03 GND3603 GND 35 86 GND 32 55 GND 20 84 GND 20 22 GND 42 68 GND 43 23 GND 44 20 44 47 44 47 45 55 45 72 33 03 SW 33 03 SW 32 96 SW3487 GND 33 31 GND 35 95 GND 35 90 TOP 52 30 BP 51 45 GND 36 30 SW 36 20 SW 36 10 SW 37 50 GND 50 95 GND 52 60 GND 51 80 GND5150 GND 35 95 GND3627 SW 54 34 GND 54 34 GND 55 70 GND 56 20 GND 56 05 GND 36304630 46 20 SW 46 15 SW 46 08 SW4605 SW 42 10 SW 45 02 SW 45 14 SW 4514 SW 45 98 SW 46 08 SW4596 SW 56 50 GND 55 75 GND5590 GND 37 10 GND 37 00 GND 41 75 TOP 48 00 TOP 48 20 BP 35 77 33 30 SW 33 40 SW 35 87 3567 SW 35 51 SW3561 SW 35 72 SW 3557 OLR 15 23 35 70 3529 3580 36 12 SW 36 22 SW 35 95 SW35 72 SW35 55 SW 35 50 SW 35 39 SW3562 SW35 45 SW 35 63 LP 28 21 TOP 22 53 GND 47 95 46 97 GND 46 78 GND 47 88 SW 47 82 SW 47 98 SW 47 75 SW 48 03 SW 47 85 SW 47 02 47 02 47 00 SW 46 78 SW 46 44 GND 46 65 GND 44 02 44 59 44 50 TOP4465 44 37 45 00 45 25 BP 45 19 07 70 SW 07 60 SW 48 30 GND 48 86 SW 48 86 SW4856 SW 48 46 SW 49 00 SW 49 10 SW 47 95 SW 48 05 SW 49 50 GND 48 68 SW 48 78 SW 48 36 SW 48 46 SW 07 90 SW 07 80 SW0743 SW 07 30 SW 07 30 SW 07 30 SW 07 30 SW 07 53 SW 07 00 SW 06 73 SW 06 66 SW 06 70 SW 06 83 SW 41 51 EP 41 36 EP 41 53 SW4163 SW 41 82 SW 41 72 SW 42 20 SW 42 20 SW 42 06 SW 41 84 SW 42 06 SW 41 70 SW 06 85 SW 06 32 PROP. STAIRS W/HANDRAIL 6R PROP. STAIRS W/HANDRAIL 5R 4R PROP. STAIRS W/HANDRAIL 15 19 15 17 19 53 19 48 8188164250 GND GND 44 00 GND 43 83 GND GND 43 94 GND 43 00 GND 4270 GND 4188 SW4188 SW 4225 GND 44 00 GND %4.2 842TW=841.95 BW=841.85 X 1 5 10 6 PROP. 10' CL AI RIP-RAP LANDSCAPE ROCK RETAINING WALL PHASE 1 PHASE 2 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664GRADING PLANRev. No.Date 16 03-28-2024HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 20' C212 12/07/2020 KAS 20-12 2039MATCH LINE SHEET C211MATCH LINE SHEET C213MATCH LINE SHEET C215 MATCH LINE SHEET C216 ACCESSIBLE ROUTE -MAX. RUNNING SLOPE 5% -MAX. CROSS SLOPE 2% KEY NOTES: 1.ACCESSIBLE ROUTES SHOWN WITH RED DASH HAVE A MAX. RUNNING SLOPE 5% AND MAX. CROSS SLOPE 2%. 2.PROPERTY OWNER IS TO CONSERVE THE 50' MATURE WOODLAND FULL SCREEN FOR RESIDENTIAL SEPARATION BUFFER. THE PROPERTY OWNER IS NOT ALLOWED TO CLEAR THIS VEGETATION. 3.HANDRAILS SHALL BE PROVIDED AT ALL EXTERIOR STAIRS AND RAMPS. LOCATION OF HANDRAILS TO BE DETERMINED IN THE FIELD AND PROVIDE 5' WIDE ACCESS. 4.ALL DOOR THRESHOLDS ARE GRADED WITH 0' DROP FROM INTERIOR TO EXTERIOR. 5.TW= PROPOSED GROUND GRADE AT THE TOP OF WALL, HIGH SIDE OF RETAINING WALL. ACTUAL RETAINING WALL MAY EXTEND ABOVE GRADE, SEE DESIGN BY OTHERS. SAFETY FENCING TO BE INSTALLED ALONG RETAINING WALLS WHERE NECESSARY PER HEIGHT REQUIREMENTS, TO BE INSTALLED BY OTHERS. 6.BW= PROPOSED FINISHED GRADE AT THE BOTTOM OF THE WALL, LOW SIDE OF RETAINING WALL. ACTUAL RETAINING WALL WILL EXTEND BELOW GRADE, SEE DESIGN BY OTHERS. 7.BUILDING PERMIT IS REQUIRED FOR RETAINING WALLS WITH 3' OR MORE OF UNBALANCED FILL. 8.NO EROSION, SEDIMENTATION, OR FLOODING DOWNGRADIENT PROPERTIES WILL TAKE PLACE FROM THE UNCONTROLLED SHEET FLOW COMING OF THE SITE. 9.THE STORMWATER MANAGEMENT POND WILL BE PRIVATELY OWNED. NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAI N S T O W A T E R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE IR O N DO NOT POLL U T E D R A I N S T O W A T E R W A Y S NYLOPLAS TDUCTILE IRO N DO NOT POLL U TE DRAI N S TO WAT E RWAYS 71 70 69 79 81 82 71A 93 94 95 97 98 99 100 71 70 69 79 80 81 82 71A 93 94 95 96 97 98 99 100 96A 80A DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAI N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRA I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DR A I N S T O W A T E R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERW A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERW A Y S 82A NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T E R W A Y S 61A DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS 80C 80B 58.14' 43.74' 18.0' 18.0' 18.0' 11.0'18.0 ' 18.0'12.0 '12.3'12.0'12.3'20.0'18.0'12.0 '12.3 ' 20.0'12.0 '12.5 '12.0 ' 12. 0 ' 12. 0 ' 12. 0 '12.0 '12.0'12.0 ' 22.0'18.0 ' 22.0'22.0'20. 2 ' PROP. RETAINING WALL (TYP.) PROP. GENERATOR PAD (TYP.) PROP. GENERATOR PAD (TYP.) PROP. GENERATOR PAD (TYP.) 29.4'24.0'11.0' 5.0'20.0' 10.0' 10.0' 10.0'18.0 ' 38 92 38 92 SW(OLR) 40 25 40 62 41 46 41 63 41 77 41 88 42 11 42 43 43 62 53 37 GND 53 37 GND 53 37 GND 53 20 GND 53 20 GND5320 GND 53 20 GND 42 85 42 85 42 85 42 93 42 93 42 93 42 85 42 85 42 93 GND4285 42 85 42 85 52 93 42 71 52 84 52 84 52 40 52 40 52 93 52 93 52 84 42 93 GND 42 93 GND 42 93 GND 52 51 GND 52 60 GND 52 60 GND 52 60 GND 52 60 GND 43 06 SW 52 60 GND 52 60 GND 52 60 GND 52 51 GND 52 60 GND 52 60 GND 52 84 52 43 GND 52 43 GND 52 43 GND 52 05 GND 52 43 GND 52 43 GND 52 43 GND5248 GND 52 60 GND 52 20 BP 52 43 GND 52 43 GND 52 30 GND 52 43 GND 52 43 GND 52 60 GND %2.0%1.0%1.0%1.042 87 GND 41 60 TOP 42 13 42 35 42 74 42 95 42 18 41 97 42 10 OLR 43 41 43 15 42 59 42 90 43 40 43 30 53 37 GND 53 37 GND 51 60 TOP 50 80 TOP 52 00 BP 52 00 BP 52 20 GND 43 70 GND 23 59 23 67 23 59 23 59 44 33 23 45 23 67 GND 23 29 39 55 40 05 40 95 39 55 39 50 39 50 38 30 TOP 39 15 39 55 42 46 39 35 3995 39 80 40 45 41 43 41 35 49 6349544921 GND %1.049 63 49 54 %1.039 63 GND 39 63 GND 30 49 30 GND 49 00 GND 49 30 GND 48 90 GND 49 30 GND 49 30 GND 49 30 GND 49 30 GND 49 13 GND 49 30 GND 49 13 GND 49 13 GND %2.0%2.052 60 GND 52 60 GND 52 60 GND 52 43 GND 41 90 GND 52 60 GND 52 43 GND 53 20 GND 52 43 GND 52 43 GND 52 43 GND 49 13 GND 49 18 GND 51 60 TOP 51 00 TOP 51 70 BP 49 13 GND 39 50 GND 47 55 TOP 39 55 39 55 39 63 39 63 39 63 3949 SW 22 74 22 33 41 25 SW 4150 SW 43 00 GND 41 00 TOP 21 75 23 29 22 48 23 75 GND 22 85 GND 23 48 GND 22 58 GND 43 00 GND 4350 GND4320 GND 4320 GND 43 00 GND % 4. 9 %4.6 41 80 SW %1.5 43 90 TOP 41 02 TOP 41 15 SW 41 40 SW 42 50 GND 41 96 GND 42 80 GND 42 10 GND 4276 42 66 42 73 SW 42 83 SW %4.7%1.8 41 70 SW 41 80 SW 41 70 SW 4275 4265%1.1%4.242 73 SW 42 83 SW 42 05 OLR 38 85 SW38 75 49 30 GND 49 30 GND 49 30 GND 39 15 39 74 41 30 39 74%2.0%2.0% 0. 0 39 28 39 25 39 743950 40 05%2.9 40 77 39 65 GND 39 95 SW 39 95 SW 39 38 GND 39 40 GND 41 25 GND 41 65 GND 40 25 41 56 % 3. 13953 SW 39 43 SW 39 363946 % 1. 0 38 99 SW(OLR) 38 82 SW 39 07 TC(OLR) 38 94 SW 39 04 SW 39 05 SW 39 15 SW 39 19 SW 39 09 SW 39 29 SW 39 19 SW 39 57 SW 39 47 SW 40 69 GND 41 12 GND 52 60 GND 53 48 GND 52 43 GND 52 35 GND 52 85 GND 52 60 GND 51 65 GND 43 75 GND 43 25 GND 51 80 GND 52 20 GND 52 30 GND 52 02 GND 50 15 BP 51 50 GND 52 20 GND 52 43 GND 41 58 GND 40 60 GND 40 10 GND 49 18 GND 49 21 GND 47 80 GND 48 20 GND 48 00 TOP 47 80 GND 48 63 BP 49 13 GND 49 13 GND 48 83 GND 49 13 GND 48 92 GND 49 09 GND 49 88 GND 49 98 GND 51 00 GND 51 38 GND 51 90 GND 52 00 GND 50 98 GND 50 09 GND 50 88 GND 49 80 TOP 50 25 GND 2FE= 863.60 1FE= 852.93 GAR= 842.93 2FE= 860.30 1FE= 849.63 GAR= 839.63 5R TW=843.70 BW=841.12 TW=839.87 BW=839.85 TW=842.70 BW=840.23 TW=842.50 BW=822.30 TW=843.20 BW=823.33 TW=843.20 BW=823.59 TW=841.96 BW=822.85 TW=842.80 BW=823.75 TW=843.96 BW=841.44 TW=843.23 BW=833.54TW=842.00 TW=847.90 BW=847.80 TW=849.30 BW=839.55 TW=849.30 BW=839.30 TW=848.50 BW=846.85 TW=852.60 BW=842.34 TW=852.70 BW=841.90 TW=851.75 BW=846.00 TW=850.25 BW=850.15 TW=852.60 BW=842.87 TW=852.60 BW=842.80 TW=852.15 BW=843.25 TW=852.35 BW=843.75 TW=853.60 BW=843.30 TW=853.67 BW=843.64 852 862 860 854 856 858 852 854 856 858 858 860 854 856 8 4 2 8 4 0 842852 846848842822842 842852844 842 844 846 848 850 852 52 51 GND 52 60 GND 44 24 44 24 44 00 44 00 44 33 44 33 44 24 43 40 GND 44 00 GND 4250 GND 43 00 GND 44 12 GND 44 00 GND 44 24 43 83 GND 43 82 GND 43 70 GND 44 00 GND %2.0%1.0%1.0%1.044 00 GND 43 85 GND 43 75 GND 42 63 GND 43 94 GND 43 00 GND 4270 GND 42 70 GND 44 00 GND 43 00 GND 4188 SW4188 SW 4360 SW 4392 SW 43 70 GND 4225 GND 44 00 GND %4.2 842TW=841.95 BW=841.85 A B X W V U T S R C Q P O N M L K C J I H G F E D C 3 2 4 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664GRADING PLANRev. No.Date 16 03-28-2024HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 20' C213 12/07/2020 KAS 20-12 2039MATCH LINE SHEET C212MATCH LINE SHEET C214 ACCESSIBLE ROUTE -MAX. RUNNING SLOPE 5% -MAX. CROSS SLOPE 2% KEY NOTES: 1.ACCESSIBLE ROUTES SHOWN WITH RED DASH HAVE A MAX. RUNNING SLOPE 5% AND MAX. CROSS SLOPE 2%. 2.PROPERTY OWNER IS TO CONSERVE THE 50' MATURE WOODLAND FULL SCREEN FOR RESIDENTIAL SEPARATION BUFFER. THE PROPERTY OWNER IS NOT ALLOWED TO CLEAR THIS VEGETATION. 3.HANDRAILS SHALL BE PROVIDED AT ALL EXTERIOR STAIRS AND RAMPS. LOCATION OF HANDRAILS TO BE DETERMINED IN THE FIELD AND PROVIDE 5' WIDE ACCESS. 4.ALL DOOR THRESHOLDS ARE GRADED WITH 0' DROP FROM INTERIOR TO EXTERIOR. 5.TW= PROPOSED GROUND GRADE AT THE TOP OF WALL, HIGH SIDE OF RETAINING WALL. ACTUAL RETAINING WALL MAY EXTEND ABOVE GRADE, SEE DESIGN BY OTHERS. SAFETY FENCING TO BE INSTALLED ALONG RETAINING WALLS WHERE NECESSARY PER HEIGHT REQUIREMENTS, TO BE INSTALLED BY OTHERS. 6.BW= PROPOSED FINISHED GRADE AT THE BOTTOM OF THE WALL, LOW SIDE OF RETAINING WALL. ACTUAL RETAINING WALL WILL EXTEND BELOW GRADE, SEE DESIGN BY OTHERS. 7.BUILDING PERMIT IS REQUIRED FOR RETAINING WALLS WITH 3' OR MORE OF UNBALANCED FILL. 8.NO EROSION, SEDIMENTATION, OR FLOODING DOWNGRADIENT PROPERTIES WILL TAKE PLACE FROM THE UNCONTROLLED SHEET FLOW COMING OF THE SITE. 9.THE STORMWATER MANAGEMENT POND WILL BE PRIVATELY OWNED. NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRA I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POL L U T E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IR O N DO NOT POL L U T E D R A I N S T O W A T E R W A Y S NYLOPLAS T DUCTILE IRO N DO NOT POLL U T E D R A I N S T O W A T E R W A Y S 71 70 69 65 64 79 71A 93 94 95 71 70 69 68 67 66 65 64 63 79 80 71A 92 93 94 95 80A NYLOPLASTDUCTIL E IRONDO NOT POLLUTE DRAINS T O WATERW AY SNYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO W A TERWAY S NYLOPLASTDRAINS TO WATE RWAYS DO NOT POLLUTEDUCTILE IRONDO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERW A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATER W A Y S 61B 61A 61C DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS 80C 80B 200 201 101 101A 58.14' 24.0'12.0 ' 12. 5 ' 18.0'18.0'18.0' 18.0'18.0 '18.0'12.0 ' 20.0'24.0'12. 0 ' 24.0'12.0 '12.0 '12.5 '12.0 '12.0 ' 12. 5 '12.0 ' 12. 0 ' 12. 0 ' 12. 0 ' 12. 0 ' 22.0'22.0'20. 2 '22.0'18.0 '20.0'12. 5 ' PROP. RETAINING WALL (TYP.) LIMITS OF DISTURBANCE (TYP.) PROP. GENERATOR PAD (TYP.) PROP. GENERATOR PAD (TYP.)11.0'10.0 ' 29.4' 11. 0 ' 10. 0 ' 5.0 '24.0'10. 0 '5.0'18.0' 18.0'10.0'20.0'18.0'11.0' 5.0'20.0'18.0 ' 36 63 37 24 38 92 38 92 SW(OLR) 40 25 40 62 41 46 41 63 41 32 06 30 74 23 19 22 49 42 85 42 93 GND4285 42 93 GND 33 59 33 59 33 67 GND3359 33 67 GND 23 59 23 59 23 67 23 67 23 67 23 67 23 59 23 59 44 33 23 45 23 67 GND 23 67 GND 23 53 SW 23 53 SW 23 29 33 59 33 59 44 00 GND 39 55 39 55 40 05 40 95 39 55 39 50 39 50 38 30 TOP 39 15 39 55 39 35 3995 39 80 49 6349544921 GND %1.049 63 49 54 %1.039 63 GND 39 63 GND 39 63 GND 39 63 GND 49 30 GND 49 30 GND 49 30 GND 49 00 GND 49 30 GND 48 90 GND 49 30 GND 49 30 GND 49 30 GND 49 30 GND 49 13 GND 49 30 GND 49 13 GND 49 13 GND %2.0%2.039 55 38 82 38 85 38 70 38 30 38 25 37 15 37 65 38 70 49 13 GND 49 13 GND 49 13 GND 49 18 GND 49 13 GND 39 50 GND 47 55 TOP 39 55 39 55 39 55 39 55 39 55 39 63 39 63 39 63 39 63 39 63 3949 SW 39 43 SW 39 53 SW 39 43 SW 39 36 SW 39 53 SW 39 06 SW 38 75 SW 23 35 SW 23 30 SW 23 20 SW 23 30 SW2426 GND 23 76 GND 23 47 23 47 SW 22 74 22 33 22 90 22 79 23 67 GND 23 50 GND 33 49 SW 33 31 SW 33 00 SW 32 95 SW 33 33 33 20 33 40 33 10 32 80 32 77 33 10 41 25 SW 4150 SW 43 00 GND 41 00 TOP 21 75 23 29 22 48 23 75 GND 22 85 GND 23 48 GND 22 58 GND 43 00 GND 4350 GND4320 GND 4320 GND 43 00 GND %4.6%2.9 %1.4 %2.0 %1.1% 4. 9 % 2. 0 41 80 SW %1.5 43 90 TOP 41 02 TOP %1.4%4.3%2.8 33 10 SW 33 05 SW %1.0 32 39 32 70 32 48 32 57 32 52 32 68 32 88 %1.5 32 96 32 36 32 70 34 00 GND 3400 GND 33 80 GND 33 54 GND 33 26 GND 32 97 GND 33 10 GND 41 15 SW 41 40 SW 42 50 GND 41 96 GND 42 80 GND 42 10 GND 38 70 SW 38 80 SW %4.7 41 70 SW 41 80 SW 41 70 SW 38 85 SW38 75 SW 49 30 GND 49 30 GND 49 30 GND 39 15 39 74 41 30 39 74%2.0%2.0% 0. 0 39 28 39 25 39 743950 40 05%2.9 40 77 39 65 GND 39 95 SW 39 95 SW 39 38 GND 39 40 GND 41 25 GND 41 65 GND 40 25 % 3. 13953 SW 23 57 SW 23 47 SW 23 57 SW 39 43 SW 39 363946 % 1. 0 % 2. 0 39 26 SW 38 80 38 85 SW 39 16 SW 37 75 38 22 37 95 37 95 38 22 38 25 38 66 %1.5%2.0%2.038 10 38 99 SW(OLR) 38 82 SW 39 07 TC(OLR) 38 94 SW 39 04 SW 39 26 GND 38 76 GND 48 70 GND 39 05 SW 39 15 SW 39 19 SW 39 09 SW 39 29 SW 39 19 SW 39 57 SW 39 47 SW 28 31 SW 28 21 SW 40 69 GND 41 12 GND 40 GND 49 18 GND 49 21 GND 47 80 GND 48 20 GND 48 00 TOP 47 80 GND 48 63 BP 49 13 GND 49 13 GND 48 83 GND 49 13 GND 37 27 GND 37 55 GND 37 45 GND 36 57 GND 37 55 GND 47 00 GND %1.5 22 90 TOP 23 50 TOP 26 87 SW 26 97 SW 28 80 SW2890 SW 2FE= 844.33 1FE= 833.67 GAR= 823.67 2FE= 860.30 1FE= 849.63 GAR= 839.63 5R TW=843.70 BW=841.12 TW=839.87 BW=839.85 TW=842.70 BW=840.23 TW=842.50 BW=822.30 TW=843.20 BW=823.33 TW=843.20 BW=823.59 TW=841.96 BW=822.85 TW=842.80 BW=823.75 TW=843.96 BW=841.44 TW=833.51 BW=826.00 TW=833.10 BW=833.05 TW=833.67 BW=824.81 TW=844.00 BW=833.63 TW=843.23 BW=833.54TW=842.00 BW=833.80 TW=836.35 BW=834.00 TW=834.00 BW=834.00 TW=847.90 BW=847.80 TW=849.30 BW=839.55 TW=849.30 BW=839.30 TW=848.50 BW=846.85 TW=838.42 BW=838.42 TW=840.40 BW=838.76 TW=846.50 BW=839.26 TW=849.30 BW=839.55 TW=848.85 BW=838.85 TW=852.70 BW=841.90 "H" "H" "K" "K" 8 4 2 8 4 0 842 83884084284484684883483683282 8 826 824 822 838 8388428228 3 2 8 3 4 8 3 0 826824822820840838 832 830828824 826826"I" "I" "J" "J" 824 826 824 82 8 82 8 828844 824822822 826 820 818 20 20 00 19 20 00 20 19 80 19 %5.021 13820 82244 24 44 24 44 00 44 00 44 33 44 33 44 24 43 40 GND 44 00 GND 4250 GND 43 00 GND 44 12 GND 44 00 GND 44 24 43 83 GND 43 82 GND 43 70 GND 44 00 GND %2.0%1.0%1.0%1.044 00 GND 43 85 GND 43 75 GND 42 63 GND 43 94 GND 43 00 GND 4270 GND 42 70 GND 44 00 GND 43 00 GND 4188 SW4188 SW 4360 SW 4392 SW 43 70 GND 4225 GND 44 00 GND %4.2 842TW=841.95 BW=841.85 A B D C 3 2 PROP. 10' CL AI RIP-RAP PROP. 10' CL AI RIP-RAP PROP. 10' CL AI RIP-RAP PROP. 10' CL AI RIP-RAP RELOCATE GUY WIRES 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664GRADING PLANRev. No.Date 16 03-28-2024HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 20' C214 12/07/2020 KAS 20-12 2039MATCH LINE SHEET C215MATCH LINE SHEET C213 ACCESSIBLE ROUTE -MAX. RUNNING SLOPE 5% -MAX. CROSS SLOPE 2% KEY NOTES: 1.ACCESSIBLE ROUTES SHOWN WITH RED DASH HAVE A MAX. RUNNING SLOPE 5% AND MAX. CROSS SLOPE 2%. 2.PROPERTY OWNER IS TO CONSERVE THE 50' MATURE WOODLAND FULL SCREEN FOR RESIDENTIAL SEPARATION BUFFER. THE PROPERTY OWNER IS NOT ALLOWED TO CLEAR THIS VEGETATION. 3.HANDRAILS SHALL BE PROVIDED AT ALL EXTERIOR STAIRS AND RAMPS. LOCATION OF HANDRAILS TO BE DETERMINED IN THE FIELD AND PROVIDE 5' WIDE ACCESS. 4.ALL DOOR THRESHOLDS ARE GRADED WITH 0' DROP FROM INTERIOR TO EXTERIOR. 5.TW= PROPOSED GROUND GRADE AT THE TOP OF WALL, HIGH SIDE OF RETAINING WALL. ACTUAL RETAINING WALL MAY EXTEND ABOVE GRADE, SEE DESIGN BY OTHERS. SAFETY FENCING TO BE INSTALLED ALONG RETAINING WALLS WHERE NECESSARY PER HEIGHT REQUIREMENTS, TO BE INSTALLED BY OTHERS. 6.BW= PROPOSED FINISHED GRADE AT THE BOTTOM OF THE WALL, LOW SIDE OF RETAINING WALL. ACTUAL RETAINING WALL WILL EXTEND BELOW GRADE, SEE DESIGN BY OTHERS. 7.BUILDING PERMIT IS REQUIRED FOR RETAINING WALLS WITH 3' OR MORE OF UNBALANCED FILL. 8.NO EROSION, SEDIMENTATION, OR FLOODING DOWNGRADIENT PROPERTIES WILL TAKE PLACE FROM THE UNCONTROLLED SHEET FLOW COMING OF THE SITE. 9.THE STORMWATER MANAGEMENT POND WILL BE PRIVATELY OWNED. NYLOPLAST DUCTILE IRON DO NOT POLLU T E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT PO L L U T E D R A I N S T O W A T E R W A Y S 64 59 60 54 53 64 63 59 60 61 NYLOPLASTDUCTILE IRON DO NOT P O LLUTE D R A INS TO W A TERWAY S 61A 61C 200 PROP. WET POND PROP. GARAGE (TYP.) PROP. BALCONY (TYP.) 18.0'26.0'18.0'12.0 '12.5 ' 20.0' 35.0'12.0 '12.0 '12.0 '22.0'18.0 ' 22.0'18.0 ' 22.0' PROP. 5' TRAIL "B" 29.4' BOLD R O C K DRIV E BASALT CT.FREDERICK COUNTYCITY OF WINCHESTER54.9' 109 54 53 49 109 111 110 BUILDING PAD FUTURE DEVELOPMENT 60 MIL SYNTHETIC LINER TO ENCOMPASS ENTIRE FACILITY UP TO "K" "K" "L" "L" "M" "N" "M" "N" 822 820 824 822 822808 810 824 820 822 810812814816818826824822820818 820 816 818 820 8248228248228208 1 8 822 TW=819.25 BW=818.00 TW=818.60 BW=812.00 818 816 814 812 806 805 808"C"8208 2 4 822TW=808.15 BW=805.60 TW=808.32 BW=805.60 805 806 804 8 1 8 816 818 820 810 816 818820 806804802814 812 822 824 822 826 07 SW 07 30 SW 07 30 SW 07 30 SW 07 30 SW 07 53 SW 07 00 SW 06 73 SW 06 66 SW 06 70 SW 06 83 SW 06 85 SW 06 32 SW MATCH EX. EP ELEVATIONMATCH EX. EP ELEVATION8208 2 0 822PROP. 10' CL AI RIP-RAP PROP. 10' CL AI RIP-RAP PROP. 10' CL I PROP. 10' CL AI RIP-RAP PHASE 1 PHASE 2 PROP. GRAVEL TEMPORARY STAGING AEA 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664GRADING PLANRev. No.Date 08 08-09-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 20' C215 12/07/2020 KAS 20-12 2039 MATCH LINE SHEET C212 MATCH LINE SHEET C214MATCH LINE SHEET C210NOTES: 1.ACCESSIBLE ROUTES SHOWN WITH RED DASH HAVE A MAX. RUNNING SLOPE 5% AND MAX. CROSS SLOPE 2%. 2.PROPERTY OWNER IS TO CONSERVE THE 50' MATURE WOODLAND FULL SCREEN FOR RESIDENTIAL SEPARATION BUFFER. THE PROPERTY OWNER IS NOT ALLOWED TO CLEAR THIS VEGETATION. 3.HANDRAILS SHALL BE PROVIDED AT ALL EXTERIOR STAIRS AND RAMPS. LOCATION OF HANDRAILS TO BE DETERMINED IN THE FIELD AND PROVIDE 5' WIDE ACCESS. 4.ALL DOOR THRESHOLDS ARE GRADED WITH 0' DROP FROM INTERIOR TO EXTERIOR. 5.TW= PROPOSED GROUND GRADE AT THE TOP OF WALL, HIGH SIDE OF RETAINING WALL. ACTUAL RETAINING WALL MAY EXTEND ABOVE GRADE, SEE DESIGN BY OTHERS. SAFETY FENCING TO BE INSTALLED ALONG RETAINING WALLS WHERE NECESSARY PER HEIGHT REQUIREMENTS, TO BE INSTALLED BY OTHERS. 6.BW= PROPOSED FINISHED GRADE AT THE BOTTOM OF THE WALL, LOW SIDE OF RETAINING WALL. ACTUAL RETAINING WALL WILL EXTEND BELOW GRADE, SEE DESIGN BY OTHERS. 7.BUILDING PERMIT IS REQUIRED FOR RETAINING WALLS WITH 3' OR MORE OF UNBALANCED FILL. 8.NO EROSION, SEDIMENTATION, OR FLOODING DOWNGRADIENT PROPERTIES WILL TAKE PLACE FROM THE UNCONTROLLED SHEET FLOW COMING OF THE SITE. 9.THE STORMWATER MANAGEMENT POND WILL BE PRIVATELY OWNED. XX NYLOPLASTDUCTILE IRON DO NOT POLLUTE D R A I N S T O WATERWAYSNYLOPLASTDUCTILE IRON DO NOT P OLLUTE D R AINS TO WATERW A YS DO NOT P OLLUTE DUCTILE IRONNYLOPLASTDRAINS T O WATERW A YS NYLOPLAS TDUCTILE IRO N DO NOT POLL U TE DRAI N S TO WAT E RWAYS DO NOT POLLU T E DUCTILE IRONNYLOPLASTDRAINS T O WATER WAYS DO NOT POLLU T E DUCTILE IRONNYLOPLASTDRAINS T O WATERW A YS 8585 PROP. RETAINING WALL (TYP.) LIMITS OF DISTURBANCE (TYP.) PROP. GENERATOR PAD (TYP.)TRAVERTINEWAY W M PHASE 1 PHASE 2 DO NOT P O LLUTE DUCTILE IRONNYLOPLASTDRAINS T O WATERW A YS DO NOT POLL U TE DUCTILE IRONNYLOPLASTDRAINS TO W A TERWAY S DO NOT POLLUTE DUCTILE IRON NYLOPLASTDRAINS TO WAT E RWAYS 86 88 89 103 107 104 108 105 87 87A 77B 86 88 89 102A 103 107 104 108106 105 87 87A 77A 40B 102 102B 106B 106A 106C %2.0%2.0%1.0%1.0%1.0%1.0 %1.0 2FE= 856.97 1FE= 846.30 GAR= 836.30 FF= 847.02 FF= 847.95 TW=851.45 BW=846.50 TW=852.60 BW=835.93 TW=850.95 BW=837.50 TW=855.80 BW=836.50TW=855.88 TW=854.37 BW=845.80 TW=856.30 BW=846.25 TW=854.00 BW=845.43 TW=854.00 BW=837.10 TW=852.42 BW=836.50 TW=851.92 BW=837.10 TW=846.53 BW=836.35 860 858862 8 4 8 8 5 0 "G" "F""F"TW=846.64 BW=846.62 TW=846.90 BW=846.17 TW=846.97 BW=845.61 TW=847.02 BW=846.60 TW=855.38 BW=847.91 TW=854.42 BW=847.07 TW=855.78 BW=847.87 TW=855.00 BW=847.02 VAULT FLUSH WITH GRADE RETAINING WALL TO EXTEND MIN. 4" ABOVE S/W TW=846.00 BW=845.90 TW=849.67 BW=844.60 SIDEWALK FLUSH WITH EX CURB & 2% CROSS SLOPE SIDEWALK FLUSH WITH EX CURB & 2% CROSS SLOPE "G" 8 3 2 850 840 830 840 838 836 842 844 846 848 832 834 836 838 842 8448468 5 2 8 5 0 8 6 0 8 5 4 8 5 6 8 5 8 85 2 85 0 854 856 858 856 858 852 854 856 8 5 2 8 5 4 836836852 852 854 840 838 836834856 85484084484484684 8 85 0 85284 8 85 4 83 28302967 EX EP 30 53 EP 31 20 EP 28 97 EX EP 29 19 EX EP 31 55 EX EP 31 72 EX EP 31 08 EP 31 35 EX EP 47 23 46 62 47 02 GND 47 02 GND 47 90 47 87 55 78 GND 55 78 GND 55 28 GND 54 67 GND 55 60 BP 54 50 GND 50 90 GND 55 00 GND 51 40 GND 49 40 GND 47 87 46 40 GND 46 22 56 64 GND 56 64 GND 56 07 GND5607 GND 56 46 GND 56 46 GND 56 27 GND5664 GND 56 97 56 97 56 88 5689 56 50 GND 56 35 GND 56 64 GND 54 64 GND 56 34 GND 56 64 GND5664 GND 56 40 GND 3580 35 913651 35 81 35 76 36 22 56 25 GND 56 50 GND 56 00 GND 56 00 GND 55 40 GND 50 40 TOP 55 40 BP 53 10 TOP 53 60 BP 45 87 43 15 44 40 TOP 45 87 43 75 44 69 45 00 46 30 46 19 SW 46 25 SW 45 85 SW4580 SW 54 80 GND 36 32 36 32 47 07 4698 46 60 GND 36 40 36 29 SW36 35 SW3595 SW3590 SW 36 08 SW3619 SW 35 90 49 41 HP 52 30 BP 51 45 GND 37 50 GND 50 95 GND 52 60 GND 51 80 GND5150 GND 54 34 GND 54 34 GND 55 70 GND 56 20 GND 56 05 GND 45 98 SW 46 08 SW4596 SW 56 50 GND 55 75 GND5590 GND 37 10 GND 37 00 GND 48 00 TOP 48 20 BP 35 703580 31 20 EP 47 95 46 97 GND 46 78 GND 47 88 SW 47 82 SW 47 98 SW 47 75 SW 48 03 SW 47 85 SW 47 02 47 02 47 00 SW 46 78 SW 46 44 GND 46 65 GND 44 02 44 59 44 50 TOP4465 44 37 45 00 45 25 BP 45 19 39 14 SW 39 04 SW 39 64 SW4116 SW4129 SW 41 19 SW 41 99 SW 43 04 SW 43 14 SW 41 89 SW 48 30 GND 48 86 SW 48 86 SW4856 SW 48 46 SW 49 00 SW 49 10 SW 41 39 GND 47 03 SW 46 47 SW 46 20 SW 45 70 SW 44 67 SW 43 92 SW 43 67 SW 41 06 SW 39 54 SW 43 57 SW 43 82 SW 44 57 SW 45 60 SW 46 10 SW 46 37 SW 46 93 SW 47 95 SW 48 05 SW 39 44 GND 40 37 GND 49 50 GND 48 68 SW 48 78 SW 48 36 SW 48 46 SW MATCH EX. EP ELEVATION MATCH EX. EP ELEVATION MATCH EX. EP ELEVATION CURB TRANSITION CURB TRANSITION 838 834 830 826 832836838836 832 828824822820 828 830 836834834X 31 26 EX 31 39 EX 31 32 EX3116 EX 37 31 EX EP 32 89 EX 33 02 EX 31 10 TOP 31 18 LP 31 25 TW=836.00 BW=834.56 MATCH EX. EP CONTRACTOR TO RAISE TOP 30 79 EX 30 49 EX 31 25 SW 31 25 SW 31 35 SW3135 SW 31 56 SW 31 66 SW 7.3%11.8%1.4%12.2% 11.9%6.6%1.8%37 83 37 73 MATCH EX EP MATCH EX EP MATCH EX S/W 37 MATCH EX. CONC. DOOR LANDING TW=838.29 BW=837.70 TW=833.77 BW=833.77 37 69 EX FL 37 61 EX FL 37 74 37 82 37 42 37 32 38 16 38 04 TW=838.20 BW=836.45 MATCH EX EP 832836838836834 834%2.0%2.0CITY OF WINCHESTERFREDERICK COUNTY151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664GRADING PLANRev. No.Date 14 01-29-2024HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 20' C216 12/07/2020 KAS 20-12 2039 MATCH LINE SHEET C212 ACCESSIBLE ROUTE -MAX. RUNNING SLOPE 5% -MAX. CROSS SLOPE 2% KEY NOTES: 1.ACCESSIBLE ROUTES SHOWN WITH RED DASH HAVE A MAX. RUNNING SLOPE 5% AND MAX. CROSS SLOPE 2%. 2.PROPERTY OWNER IS TO CONSERVE THE 50' MATURE WOODLAND FULL SCREEN FOR RESIDENTIAL SEPARATION BUFFER. THE PROPERTY OWNER IS NOT ALLOWED TO CLEAR THIS VEGETATION. 3.HANDRAILS SHALL BE PROVIDED AT ALL EXTERIOR STAIRS AND RAMPS. LOCATION OF HANDRAILS TO BE DETERMINED IN THE FIELD AND PROVIDE 5' WIDE ACCESS. 4.ALL DOOR THRESHOLDS ARE GRADED WITH 0' DROP FROM INTERIOR TO EXTERIOR. 5.TW= PROPOSED GROUND GRADE AT THE TOP OF WALL, HIGH SIDE OF RETAINING WALL. ACTUAL RETAINING WALL MAY EXTEND ABOVE GRADE, SEE DESIGN BY OTHERS. SAFETY FENCING TO BE INSTALLED ALONG RETAINING WALLS WHERE NECESSARY PER HEIGHT REQUIREMENTS, TO BE INSTALLED BY OTHERS. 6.BW= PROPOSED FINISHED GRADE AT THE BOTTOM OF THE WALL, LOW SIDE OF RETAINING WALL. ACTUAL RETAINING WALL WILL EXTEND BELOW GRADE, SEE DESIGN BY OTHERS. 7.BUILDING PERMIT IS REQUIRED FOR RETAINING WALLS WITH 3' OR MORE OF UNBALANCED FILL. 8.NO EROSION, SEDIMENTATION, OR FLOODING DOWNGRADIENT PROPERTIES WILL TAKE PLACE FROM THE UNCONTROLLED SHEET FLOW COMING OF THE SITE. 9.THE STORMWATER MANAGEMENT POND WILL BE PRIVATELY OWNED. 10.THE PROPOSED SIDEWALK TO THE MAIN CAMPUS FOLLOWS THE EXISTING ROAD AND TERRAIN. SIDEWALK LONGITUDINAL SLOPE WILL EXCEED 5% SLOPE IN SOME AREAS. THE SIDEWALK CROSS SLOPE IS 2% MAX. THE SIDEWALK IS NOT INTENDED TO BE AN ADA ROUTE. X W V UT SR C Q P O N M L K C J I X W V U T S R C Q P O N M L K C J I NYLOP L A S TDUCTILE IRON DO NOT PO L L U T E DRAINS TO WAT E R W A Y S NYLOPLA S T DUCTILE I R O N DO NOT P O LLUTE DRAINS T O W A T E R W A Y S NYLOPL A S T DUCTILE I R O N DO NOT P O LLUTE DRAINS T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T E RWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT P O L L U T E DUCTILE I RON NYLOPL A ST DRAINS TO W A T E RWAYS NYLOPLASTDUCTILE IRON DO NOT P O L L U TE DRAIN S T O WATERW A Y S DO NO T POLLUTE DUCTILE IRO N NYLOPLAST DRAINS TO W A T ERWAYS DO NOT PO LLUTE DUCTILE I RON NYLOPLAST DRAINS TO W A T E R W AYS NYLOPLASTDUCTILE IRON DO NOT P O L L U T E DRAIN S T O W ATERWA Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWA Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPL A S T DUCTILE IRON DO NOT POLLUTE DRAINS T O W A T ERWAYSNYLOPLAST DUCTILE IRO N DO NOT POLLUTE DRAINS TO WATE RW A Y S NYLOPLA S T DUCTILE I R O N DO NOT POLLUTE DRAINS T O W A T E RWAYS NYLOPL ASTDUCTILE IRON DO NOT POLLUTE D R A I N S TO WATE R W A Y S NYLOPLAS TDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS FELDSPAR CT.BASALT CT.W M NYLOPLAS T DUCTILE I R O N DO NOT POL L U T E DR A I N S T O WAT E R W A Y S PHASE 1 PHASE 2 NYLOPLA S T DUCTILE I R O N DO NOT P O L L U T E DR A I N S T O WAT E R W A Y S NYLOPLAST DUCTILE IRO N DO NOT PO L L U T E D R AINS T O W A T E RWA Y S 100'75'FREDERICK COUNTYCITY OF WINCHESTER49A49B TEMPORARY CONSTRUCTION ACCESS PROP. TYPE 3 BARRICADE w/ ROAD CLOSED SIGN (R11-2) DO NOT POLLU T E DUCTILE I R ON NYLOPLAS T DRAINS TO WATERW A Y S 30 31 33 77 84 86 88 89 109 87 87A 32A 73A 30 31 33 77B 77 7675 74 73 56 55 54 53 57 49 50 51 52 84 86 88 89 109 111 110 87 87A 3232B32C 56A 56B 56C 56D 56E 56F 56G 77A 56AA 77C 77D 33B 33A 73B 73C73D PROP. TYPE 3 BARRICADE w/ ROAD CLOSED SIGN (R11-2) 43 43 41 89 41 91 42 90 42 26 42 43 42 4642 62 42 80 42 09 42 63 %1.0%1.0%2.0%1.0%2.0%2.0%2.0%1.0%1.0%2.0%1.0 %4.9%1.0%5.3%4.2%3.9 %1.6%1.5 % 1. 5 %2.0 %0.7%3.1 %3.0 %1.3 %4.0%1.5 %4.5 %2.0 %1.5 %1.0 02 80 INV3:13 : 1 3:1 3:1 43 00 02 30 INV 13 90 INV 42 86 43 18 42 80 42 91 43 02 43 12 42 83 %1.26 %2.0%2.02FE= 856.97 1FE= 846.30 GAR= 836.30 2FE= 836.36 1FE= 825.69 GAR= 815.69 FF= 847.02 FF= 847.95 CURB TRANSITION TW=835.70 BW=816.10 TW=835.60 BW=815.95 TW=835.30 BW=816.10 TW=834.92 BW=834.87 TW=835.95 BW=833.03 TW=836.00 BW=832.96 TW=831.65 BW=816.60 TW=826.35 BW=816.10 TW=829.65 BW=816.70 TW=852.60 BW=835.93 TW=855.80 BW=836.50 TW=833.24 BW=833.19 TW=833.50 BW=833.45 TW=835.67 BW=833.30 TW=836.00 BW=831.60 TW=836.23 BW=835.73 TW=835.57 BW=835.57 TW=855.88 BW=836.85 TW=835.95 BW=835.95TW=846.21 BW=836.10 TW=839.15 BW=835.95 TW=838.00 BW=835.95 TW=854.37 BW=845.80 TW=856.30 BW=846.25 TW=854.00 BW=845.43 TW=845.28 BW=845.25 TW=845.03 BW=843.68 TW=842.18 BW=842.15 TW=842.77 BW=842.10 TW=842.03 BW=842.03 TW=845.00 BW=842.15 TW=854.00 BW=837.10 TW=845.85 BW=841.20 TW=845.85 BW=840.58 TW=846.16 BW=839.93 TW=852.42 BW=836.50 TW=846.53 BW=836.35 TW=835.78 BW=833.07 TW=842.58 BW=842.58 TW=842.72 BW=842.10 TW=843.07 BW=834.50 TW=842.80 BW=830.30 TW=843.20 BW=834.00 TW=842.20 BW=840.20 TW=842.45 BW=837.60 TW=842.10 BW=837.60 TW=841.60 BW=841.22 TW=841.22 BW=841.22 TW=834.25 BW=834.25 TW=834.25 BW=833.00 TW=835.75 BW=830.60 TW=837.75 BW=828.35 TW=839.10 BW=828.35 TW=838.00 BW=836.10 TW=833.20 BW=825.70 TW=829.80 BW=827.90 TW=826.00 BW=816.30 TW=823.80 BW=819.10 TW=822.00 BW=822.00 TW=842.25 BW=839.00 TW=841.80 BW=839.20 TW=819.65 BW=819.65 TW=819.25 BW=818.00 TW=818.60 BW=812.00 TW=816.50 BW=810.50 TW=815.80 BW=812.00 TW=815.21 BW=815.21 60 MIL SYNTHETIC LINER TO ENCOMPASS ENTIRE FACILITY UP TO 10YR WSE 812 814 816 818 820 806 808 810 814812810808808810812814804806816814812810808806818818 805804806804814814"C" 820 TW=846.64 BW=846.62 TW=846.90 BW=846.17 TW=846.97 BW=845.61 TW=847.02 BW=846.60 TW=855.00 BW=847.02 VAULT FLUSH WITH GRADE RETAINING WALL TO EXTEND MIN. 4" ABOVE S/W TW=846.00 BW=845.90 TW=849.67 BW=844.60 TW=807.78 BW=806.50 TW=808.15 BW=805.60 TW=807.40 BW=806.00 TW=808.32 BW=805.60842840838836834832 8 1 8 842 840838836822 8 5 2 8 5 0 8 6 0 8 5 4 8 5 6 8 5 8 85 2 85 0 854 856 858 856 858 852 854 856 8 5 2 8 5 4 836836836852 852 854 816 818 820 810 816832816 81882082082683 6 834830 826 828 830 838 840 826 828 836 8 3 4 830 8 3 2 838 83282 2 824 82482683 8 840 828 836 836 836 856 854 8 4 2 8 4 2 806804814 812 822 822 824 822 826 820 818 812 810 814 808 8 4 2 842 842 35 83 BP 34 90 GND 35 50 GND 36 36 36 27 35 60 GND 36 03 GND 36 03 GND 36 36 36 27 36 03 GND 36 03 GND 35 70 GND 35 36 GND 15 61 15 61 35 70 GND 35 00 SW 35 20 SW 35 65 SW 36 03 SW 36 07 GND 36 03 SW 36 27 GND 36 16 SW 35 13 SW 32 32 GND 32 30 GND 32 15 69 GND 15 69 GND 15 69 15 69 15 69 15 61 15 61 47 23 46 62 47 02 GND 47 02 GND 47 90 47 87 54 50 GND 50 90 GND 55 00 GND 51 40 GND 49 40 GND 47 87 46 40 GND 46 22 46 22 46 22 46 30 GND 46 30 GND 46 30 56 64 GND 56 64 GND 56 07 GND5607 GND 56 46 GND 56 46 GND 56 27 GND5664 GND 56 97 56 97 56 88 5689 56 50 GND 56 35 GND 56 64 GND 54 64 GND 56 34 GND 56 64 GND5664 GND 56 40 GND 35 66 35 41 35 29 35 04 3580 35 913651 35 81 35 76 36 30 SW 36 30 SW 36 22 36 22 56 25 GND 56 50 GND 56 00 GND 56 00 GND 55 40 GND 46 20 SW 45 95 SW 46 05 SW 45 04 OLR4504 SW 46 14 SW 46 25 SW 46 30 45 95 SW46 05 SW 46 30 GND 46 30 GND 50 40 TOP 55 40 BP 53 10 TOP 53 60 BP 45 87 43 15 44 40 TOP 45 87 43 75 44 69 45 55 45 00 44 90 44 82 44 56 44 20 44 80 44 58 45 38 46 30 46 19 SW 46 25 SW 45 85 SW4580 SW 54 80 GND 36 30 35 18 36 14 SW 36 22 SW 36 30 36 15 SW 39 55 GND 35 00 TOP 35 10 TOP 35 46 OLR 35 32 OLR 34 30 36 15 SW 36 32 36 32 36 32 36 40 GND 36 40 GND 36 40 36 10 SW 36 40 36 29 SW363595 SW3590 SW 36 08 SW3619 SW 35 90 3519 3528 35 05 TOP 14 79 OLR 14 68 14 54 15 55 SW 15 42 SW 15 52 SW1559 SW 1549 SW 15 59 SW 15 49 SW 15 51 SW 15 41 SW 39 24 HP 39 05 SW 39 00 SW 35 10 SW 35 12 SW 34 25 SW 34 35 SW 29 39 SW 28 24 SW 29 49 SW 28 34 SW 32 45 SW 32 55 SW 30 97 SW 31 07 SW 35 95 SW 35 85 SW 21 90 SW 22 00 SW 20 58 SW 20 43 SW 20 61 SW 20 48 SW 38 00 SW 37 90 SW 38 90 SW 39 14 SW 34 75 TOP 27 00 GND 27 70 BP 25 00 TOP 34 00 TOP 29 38 TOP 31 57 TOP 19 90 TOP 22 70 TOP 35 17 GND 20 10 GND 1462 SW 1472 SW1474 SW 1464 SW 14 75 14 64 13 95 TOP 15 02 15 10 15 201540 14 96 15 90 15 60 1576 15 41 15 29 15 56 15 36 19 43 SW 15 60 GND 16 60 GND 16 00 GND 36 03 GND 35 86 GND 35 86 GND 35 03 SW 36 27 GND 36 03 GND3603 GND 35 86 GND 32 55 GND 20 84 GND 20 22 GND 42 68 GND 43 23 GND 44 20 44 47 44 47 45 55 45 72 33 03 SW 33 03 SW 32 96 SW3487 GND 33 31 GND 35 95 GND 35 90 TOP 52 30 BP 51 45 GND 37 50 GND 50 95 GND 52 60 GND 51 80 GND5150 GND 35 95 GND3627 SW 54 34 GND 54 34 GND 55 70 GND 56 20 GND 56 05 GND 36304630 46 20 SW 46 15 SW 46 08 SW4605 SW 42 10 SW 45 02 SW 45 14 SW 4514 SW 45 98 SW 46 08 SW4596 SW 56 50 GND 55 75 GND5590 GND 37 10 GND 37 00 GND 41 75 TOP 48 00 TOP 48 20 BP 35 77 33 30 SW 33 40 SW 35 87 3567 SW 3551 SW3561 SW 3572 SW 3557 OLR 15 23 3570 3529 3580 36 12 SW 36 22 SW 35 95 SW35 72 SW35 55 SW 35 50 SW 35 39 SW3562 SW35 45 SW 35 63 LP 28 21 TOP 22 53 GND 46 97 GND 46 78 GND 47 88 SW 47 82 SW 47 98 SW 47 75 SW 48 03 SW 47 85 SW 47 02 47 02 47 00 SW 46 78 SW 46 44 GND 44 02 44 59 44 50 TOP4465 44 37 45 00 45 25 BP 45 19 07 70 SW 07 60 SW GND 48 68 SW 48 78 SW 48 36 SW 48 46 SW 07 90 SW 07 80 SW0743 SW 07 30 SW 07 30 SW 07 30 SW 07 30 SW 07 53 SW 07 00 SW 06 73 SW 06 66 SW 06 70 SW 06 83 SW 41 51 EP 41 36 EP 41 53 SW4163 SW 41 82 SW 41 72 SW 42 20 SW 42 20 SW 42 06 SW 41 84 SW 42 06 SW 41 70 SW 06 85 SW 06 32 SW MATCH EX. EP ELEVATIONMATCH EX. EP ELEVATION PROP. STAIRS W/HANDRAIL 6R PROP. STAIRS W/HANDRAIL 5R 4R PROP. STAIRS W/HANDRAIL 15 19 15 17 19 53 19 48 818816X W V U T S R C Q P O N M L K C J 10 6 PROP. 10' CL AI RIP-RAP PROP. 10' CL AI RIP-RAP LANDSCAPE ROCK RETAINING WALL PHASE 1 PHASE 2 PROP. 10' CL AI RIP-RAP PROP. GRAVEL TEMPORARY STAGING AEA 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664GRADING PLAN - PHASE 1Rev. No.Date 15 03-01-2024HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 30' C217 12/07/2020 KAS 20-12 2039MATCH LINE SHEET C213MATCH LINE SHEET C215NOTES: 1.ACCESSIBLE ROUTES SHOWN WITH RED DASH HAVE A MAX. RUNNING SLOPE 5% AND MAX. CROSS SLOPE 2%. 2.PROPERTY OWNER IS TO CONSERVE THE 50' MATURE WOODLAND FULL SCREEN FOR RESIDENTIAL SEPARATION BUFFER. THE PROPERTY OWNER IS NOT ALLOWED TO CLEAR THIS VEGETATION. 3.HANDRAILS SHALL BE PROVIDED AT ALL EXTERIOR STAIRS AND RAMPS. LOCATION OF HANDRAILS TO BE DETERMINED IN THE FIELD AND PROVIDE 5' WIDE ACCESS. 4.ALL DOOR THRESHOLDS ARE GRADED WITH 0' DROP FROM INTERIOR TO EXTERIOR. 5.TW= PROPOSED GROUND GRADE AT THE TOP OF WALL, HIGH SIDE OF RETAINING WALL. ACTUAL RETAINING WALL MAY EXTEND ABOVE GRADE, SEE DESIGN BY OTHERS. SAFETY FENCING TO BE INSTALLED ALONG RETAINING WALLS WHERE NECESSARY PER HEIGHT REQUIREMENTS, TO BE INSTALLED BY OTHERS. 6.BW= PROPOSED FINISHED GRADE AT THE BOTTOM OF THE WALL, LOW SIDE OF RETAINING WALL. ACTUAL RETAINING WALL WILL EXTEND BELOW GRADE, SEE DESIGN BY OTHERS. 7.BUILDING PERMIT IS REQUIRED FOR RETAINING WALLS WITH 3' OR MORE OF UNBALANCED FILL. 8.NO EROSION, SEDIMENTATION, OR FLOODING DOWNGRADIENT PROPERTIES WILL TAKE PLACE FROM THE UNCONTROLLED SHEET FLOW COMING OF THE SITE. 9.THE STORMWATER MANAGEMENT POND WILL BE PRIVATELY OWNED. MATCH LINE SHEET C212 MATCH LINE SHEET C214 LOW VOLTAG E U01FIRE P U MP U02 122 345666677 8910111213 141516ELEC T RIC B EL L 8"6"6"6"6" 6"6"6"6"6"FIRE PUMP U02LOWVOLTAG E U014"FD-4 4"FD-43"V UP 3"V UP, 3"VTR 4"4" 4"4"4" 4"SAN, R EFE R T O CI VIL SWGS F O R C ONTIN U ATI O N GCO INV ELE V = -3'-0"± BFF BEL F L BEL F L ABV C L G FSW FSW FSW FSW FSW FSW FSW FSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWG G G G G G G G GGGGGGGGGGGGGGGG GG G GGSSS SSSSSS S S SSSSSW W W W WWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W WWWWWWWWMWM WM GG GGFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSW FSW FSW FSW FSW FSW FSW FSW FSW FSW FSW FSW FSWWM WM W W W W NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATER W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERW A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRA I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DR AI N S T O W A T E R W A Y S NYLOPLA S T DUCTILE IRON DO NOT PO L L U T E D R A I N S T O W A T E R W A Y S NYLOPLAS T DUCTILE IRON DO NOT POL L U T E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IR O N DO NOT POLLUT E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAI N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DR A I N S T O W A T E R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE IR O N DO NOT POLLUT E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE I R O N DO NOT POLLU T E D R A I N S T O W A T E R W A Y S NYLOPLASTDUCTILE IRONDO NOT POLLUT E D R A I N S T O W A T E R W A Y S NYLOPLA S TDUCTILE IRONDO NOT POLLUTE DRAINS TO W A T E R W A Y S NYLOPLASTDUCTILE IRONDO NOT PO L L U T E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUT E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO W A T E R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WA T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WA T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WA T E R W A Y S NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRON DO NOT PO L L U T E DRAINS T O W A T E R W A Y S DO NOT POLL U T E DUCTILE IR O N NYLOPLAST DRAINS TO W A T E RWAYS NYLOPLAST DUCTILE IR O N DO NOT POLLUTE D R A I N S T O WATERW A Y S DO NOT POLLUTE DUCTILE IR O N NYLOPLAST DRAINS TO WATER W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAS T DRAINS TO WATE R W A Y S NYLOPLASTDUCTILE IRON DO NOT POLLU T E DRAIN S T O W A T E R W A YS NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O WATER W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRO N DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DR A I NS TO W A T E R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTIL E I R ON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLA ST DUCTILE I R O N DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IR O N DO NOT POLLUTE DRAINS TO WATER W A Y S NYLOPLAST DUCTILE IR O N DO NOT POLLUTE DRAI N S TO W A T E R W A Y S NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRA I N S T O WA T E R W A YS NYLOPLASTDUCTILE IR O N DO NOT POLLUT E D R A I N S T O W A T E R W A Y S DO NOT POLLUTE DUCTILE I R O N NYLOPL A S T DRAINS TO WATER W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPL A S T DRAINS TO W A T E RWAYS DO NOT POLLUTE DUCTILE IR O N DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DRAINS T O WATERW A Y S DO NOT POLLUT E DUCTILE IRON DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERW A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLU T E D R A I N S T O W A T E R W A Y SMAINTENANCEM01MAINTENANCEM013/4"CW SERVICE, REFER TOCIVIL DWGS FOR CONTINUATIONBEL GRADE3/4"3/4"CW UP3/4"WH-1@ 1'-6" AFFDO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DRAINS TO W A T E R W A Y S DO NOT POLL U T E DUCTILE IR O N NYLOPLAST DRAINS TO W A T E R W A YS DO NOT POLLU T E DUCTILE IR O N DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS 2 1 3 4 5 6 7 8 910 BOLD ROCKDRIVEFELDSPAR CT.TRAVERTINEWAY BOLD R O C K DRIVE BOLD ROCK DRIVE BOLD R O C K DRIVE BASALT CT.NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R AINS T O W A T E R W A Y S PHASE 1 PHASE 2 WWWWWWWWWWWW W W W W W W NYLOPLAST DUCTILE IRON DO NOT PO L L U T E D R A I N S T O WAT E R W A Y S NYLOPLAST DUCTILE IRO N DO NOT POLLUT E D R A I N S T O W A T E RWA Y S 100'75'FREDERICK COUNTYCITY OF WINCHESTERDO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYSSSS SSSSSSSSSSSDO NOT POL L U T E DUCTILE IRON NYLOPLAST DRAINS TO WATERWA Y S WWWFSWFSWFSWWW GGG FSWDO NOT POLLU T E DUCTILE IRON NYLOP L AST DRAINS TO WA T E R W A Y S DO NOT POLLUTE DUCTILE I R O N NYLOPLAST DRAINS TO WATER W A Y S DO NOT POLLUTE DUCTILE IR O N NYLOPLAST DRAINS TO WATER W A Y S PROP. FDC PROP. FDC PROP. FDC PROP. FDC PROP. FDC PROP. FDC PROP. FDC PROP. FDC PROP. FDC PROP. FDC PROP. FDC PROP. FIRE HYDRANT W/ SIGN TYPE "D" PROP. FIRE HYDRANT W/ SIGN TYPE "D" PROP. FIRE HYDRANT W/ SIGN TYPE "D" PROP. FIRE HYDRANT W/ SIGN TYPE "D" PROP. FIRE HYDRANT W/ SIGN TYPE "D" PROP. FIRE HYDRANT W/ SIGN TYPE "D" PROP. FIRE HYDRANT W/ SIGN TYPE "D" PROP. FIRE HYDRANT W/ SIGN TYPE "D" PROP. FIRE HYDRANT W/ SIGN TYPE "D" PROP. FIRE HYDRANT W/ SIGN TYPE "D" PROP. FIRE HYDRANT W/ SIGN TYPE "D" PROP. FIRE HYDRANT W/ SIGN TYPE "D" PROP. ENTRANCE GATE (SEE NOTE 1 THIS SHEET) R=18' R = 1 8 ' PROP. HAMMERHEAD 24' SIGN TYPE "C" SIGN TYPE "A" SIGN TYPE "A"SIGN TYPE "C" SIGN TYPE "A" SIGN TYPE "A" SIGN TYPE "D"SIGN TYPE "D" PROP. FIRE PUMP ROOM PROP. FIRE HYDRANT W/ SIGN TYPE "D" SIGN TYPE "C" SIGN TYPE "A" PROP. FIRE HYDRANT W/ SIGN TYPE "D" PROP. FIRE HYDRANT W/ SIGN TYPE "D" PROP. CONCRETE PAVERS (SEE SHEET L1.04) PROP. FDC SIGN TYPE "D" SIGN TYPE "D" SIGN TYPE "D" SIGN TYPE "D" SIGN TYPE "D" SIGN TYPE "D" SIGN TYPE "D" SIGN TYPE "D" SIGN TYPE "D" SIGN TYPE "D" SIGN TYPE "D" SIGN TYPE "D" SIGN TYPE "D" SIGN TYPE "D"LIFE SAFETY PLANHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 15 03-01-2024 1" = 50' C218 12/07/2020 KAS 20-12 2039 NOTES: 1.IF A MOTORIZED GATE IS INSTALLED AT THE ENTRANCE THEN A KNOX BOX GATE CONTROL WILL BE REQUIRED. IF A MANUAL GATE WITH A LOCK IS INSTALLED THEN A KNOX BOX PAD LOCK WILL BE REQUIRED. 2.CITY OF WINCHESTER NO PARKING SIGNS TO BE UTILIZED ON BOTH COUNTY AND CITY SIDE FOR UNIFORMITY. 3.24' WIDE STREETS UTILIZE STANDARD CG-6 CURB. WIDTH IS MEASURED FR0M FACE OF CURB TO FACE OF CURB AS CURB IS NOT TRAVERSABLE. 4.26' WIDE STREET UTILIZE ROLL TOP CURB. WIDTH IS MEASURED FROM BACK OF CURB TO BACK OF CURB AS ROLL TOP CURB IS TRAVERSABLE. 5.ALL VILLA BUILDINGS PROVIDED WITH SPRINKLER SYSTEM 13R 6.DESIGNATES PAINTED YELLOW CURB PER DETAILS & NOTES ON SHEET C219 *THIS VIEW FOR FIRE LANE MARKINGS ONLY 12"7'-0"12" DIA.18" (TYP)COLOR NOTE: BLACK + WHITE GRAPHICS 2" SQUARE BLACK SIGN POST W/PYRAMID CAP SLOPE TOP OF CONCRETE FOOTING TO DRAIN (TYP)LIFE SAFETY DETAILSHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 09 12-07-2022 N/A C219 12/07/2020 KAS 20-12 2039 SEE NOTE 1 BELOW NOTES: 1.USE CITY OF WINCHESTER "FIRE LANE" AND "F.D.C." SIGNS FOR UNIFORMITY ON BOTH SIDES OF THE SITE (CITY AND COUNTY SIDE). A B X WV UT SR C Q P O N M L K C J I H G F E D C A B X W V U T S R C Q P O N M L K C J I H G F E D C FSW FSW FSW FSW FSWFSWFSWFSWFSWFSWFSWFSWG G G G G GGGGGGGGGG G GSSSS S SSSW W WWWWWWWWWWWWWWW W W W W W W W W W W W WWWWWWMWM WM WM WM WM WM WM G GFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSW FSW FSW FSW FSW FSW FSW WM WM W W NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATE R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAY S NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRA I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERW A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWA Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAI N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUT E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DR A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRA I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS T O W A T E R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO W A T E R W A Y S NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO W A T E R W A Y S NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DR A I N S TO WA T E R W A Y S DO NOT POLLUTE DUCTILE IRO N NYLOPLAST DRAINS TO WATERW A Y S NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS T O W A T E R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERW A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAY S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS T O W A T E RWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DR A I N S T O W A T E R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLASTDUCTILE 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 IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRA I N S T O W A T E R W A Y S NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAIN S T O W A T E R W AYS NYLOPLAST DUCTILE IRON DO NOT POLLUT E D R A I N S T O W A T E R W A Y S DO NOT POLLUT E DUCTILE IRON NYLOPLAST DRAINS TO WATERWAY S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAS T DRAINS TO WATE R W A Y S DO NOT POL L U T E DUCTILE IRON DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DRAINS TO WATERWAYS DO NOT POL L U T E DUCTILE IRON DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T E R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DRAINS TO W A T E R W A Y S DO NOT POLLU T E DUCTILE IRON NYLOPLAST DRAINS TO WATERW A Y S DO NOT POL L U T E DUCTILE IRON DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS BOLD ROCKDRIVEFELDSPAR CT.TRAVERTINEWAY BOLD R O C K DRIVE BOLD ROCK DRIVE BOLD R O C K DRIVE BASALT CT.WM NYLOPLAST DUCTILE IRON DO NOT POLLUTE DR A I N S T O W A T ERW A Y S PHASE 1 PHASE 2 WWWWWWWW W W W NYLOPLAST DUCTILE IRON DO NOT POLLUTE DR A I N S T O W A T E R W A Y S NYLOPLASTDUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T ERW A Y S DO NOT POLLUTEDUCTILE IRON NYLOPLAST DRAINS TO WATERWAYSSS SSSSSSSDO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS WWFSWFSWGDO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAY S DO NOT POLLUTE DUCTILE IR O N NYLOPLAST DRAINS TO WATE RWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAS T DRAINS TO WATERWAY S A B GRID M E R I D I A N VA NO R T H Z O N E N A D 8 3 MARGARET LANEFORT BRADDOCK COURTPONDVIEW DRIVELANNY DRIVE MARI O N ST R E ET OLD FORT ROAD WESTMINSTER CANTERBUR Y D R I V E WES T MI N S T E R C A N T E R B U R Y D RI V E (PRIV A T E)COTTAGE DRIVE (PRIVATE)WES T MI N S T E R C A N T E R B U R Y D RI V E TUDO R D RI V E PROJECT SITE AREA FOR VRRM COMPUTATIONS PROJECT SITE AREA FOR VRRM COMPUTATIONS PROJECT SITE AREA FOR VRRM COMPUTATIONSPROJECT SITE AREA FOR VRRM COMPUTATIONS WET POND LEVEL 2 WET POND LEVEL 2 FOX DRIVE 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664BMP MAP & VRRM SUMMARYHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIARev. No.Date 06 01-18-2022 1"=80' C300 12/07/2020 KAS 20-12 2039 VRRM PROJECT SITE AREA LIMITS DRAINAGE AREA LABELS VRRM SITE AREA TREATED BY BMP DEVICES (WET POND, MANUFACTURED TREATMENT DEVICE) BMP LEGEND A, B, C, D, E IMPERVIOUS AREA (BUILDINGS, ROADS, ETC.) SITE BOUNDARY (PARCEL) (STORMTECH CHAMBER WITH ISOLATOR ROW 40% REMOVAL EFFICIENCY) FREDERICK COUNTYCITY OF WINCHESTER17C 17E 14B 13E 14B 13C 14D 14D 13C 13E 13D 14C 17C 17E16C516C 200 514B 514C 516C 14C 13D 16C 200 DA #1 PRE 20.30 AC CN = 59 DA #3 PRE 37.45 AC CN = 68 SOIL BOUNDARY (TYP) SOIL BOUNDARY (TYP)SOIL MAP UNIT SYMBOL (TYP) SOIL MAP UNIT SYMBOL (TYP) GRID M E R I D I A N VA NOR T H Z O N E N A D 8 3 TC FLOW PATH TC FLOW PATH TC FLOW PATH TC FLOW PATH TC FLOW PATH STUDY POINT #3 TC FLOW PATH STUDY POINT #1 STUDY POINT #2 TC FLOW PATH EX. STR 100A STUDY POINT #1 ROOF DRAINS TO EX100A-EX100 DA=0.27 C=0.90 ROOF DRAINS TO EX101-EX100A DA=0.21 C=0.90 STM STR EX100A STM STR EX100STM STR EX101 STUDY POINT #5 XSEC #10 XSEC #11 XSEC #12 XSEC #13 XSEC #14 EX 18" CMP EX 24" CMP DA #2 PRE 3.64 AC CN = 83 DA #5 PRE 1.49 AC CN = 79 DA #6 PRE 1.74 AC CN = 82DA #7A PRE 0.05 AC CN = 55 DA #7B PRE 0.17 AC CN = 74 DA #7C PRE 0.36 AC CN = 58 DA #7D PRE 0.21 AC CN = 95 DA #8B PRE 2.05 AC CN = 56 DA #8A PRE 0.09 AC CN = 59 DA #4 PRE 2.66 AC CN = 73 DA #1C 0.03 AC CN = 77 DA #12 2.63 AC CN = 86 DA #11 2.61 AC CN = 86 DA #10 0.35 AC CN = 89 DA #5A 0.56 AC CN = 82 DA #1B 0.52 AC CN = 62 LOWVOLTAGEU01 FIRE PUMP U02 1 2 2 34 5 6 66 67 7 8 9 10 11 12 13 14 15 16 ELECTRIC BE L L 8" 6" 6"6"6" 6"6"6" 6" 6"FIRE PUMPU02 LOWVOLTAG E U01 4"FD-4 4"FD-4 3"V UP 3"V UP,3"VTR 4"4"4"4" 4" 4"SAN, REF E R T O C I V IL SWGS F O R C ON T I N U AT I O N GCO INV ELEV = - 3'- 0 " ± B F F BEL FL BEL FL ABV CL G NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYS DO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATER W A Y S NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATER W A Y S NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTEDUCTILE IRONNYLOPLASTDRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTEDUCTILE IRONNYLOPLASTDRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTEDUCTILE IRONNYLOPLASTDRAINS TO WATERWAYS DO NOT POLLUTEDUCTILE IRONNYLOPLASTDRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYS DO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYS DO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYS DO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATER W A Y S DO NOT POLLUTEDUCTILE IRONNYLOPLASTDRAINS TO WATERWAYS DO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYS DO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYS DO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYS NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON DO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYS NYLOPLASTDRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON DO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYS DO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS MAINTEN A N CE M01 MAINTENA N C E M01 3/4"CW S ERV I C E, R E F ER T O CIVIL DW GS F OR C O NTI N UA T I O NBEL GR A DE 3/4"3/4"CW U P 3/4"WH-1 @ 1'-6" AFF DO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYS NYLOPLASTDRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON DO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS FREDERICK COUNTYCITY OF WINCHESTERDO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYS DO NOT POLLUTEDUCTILE IRONNYLOPLASTDRAINS TO WATERWAYS DO NOT POLLUTEDUCTILE IRONNYLOPLASTDRAINS TO WATERWAYS DO NOT POLLUTEDUCTILE IRONNYLOPLASTDRAINS TO WATERWAYS DO NOT POLLUTEDUCTILE IRONNYLOPLASTDRAINS TO WATERWAYS 17C 17E 14B 13E 14B 13C 14D 14D 13C 13E 13D 14C 17C 17E16C516C 200 514B 514C 516C 14C 13D 16C 200 SOIL BOUNDARY (TYP) SOIL BOUNDARY (TYP)SOIL MAP UNIT SYMBOL (TYP) SOIL MAP UNIT SYMBOL (TYP) GRID M E R I D I A N VA NOR T H Z O N E N A D 8 3 TC FLOW PATH TC FLOW PATH TC FLOW PATH TC FLOW PATH TC FLOW PATH TC FLOW PATH STUDY POINT #1 STUDY POINT #2 STUDY POINT #3 DA #4 2.66 AC CN = 73 DA #2 3.64 AC CN = 83 DA #5 1.33 AC CN = 79 DA #1 20.16 AC CN = 83 DA #1A 0.51 AC CN = 81 DA #6 1.74 AC CN = 82 DA #7B 0.26 AC CN = 68 DA #7A 1.48 AC CN = 70 DA #7C 0.10 AC CN = 66 DA #7D 0.21 AC CN = 92 DA #8B 0.59 AC CN = 58 DA #1B 0.43 AC CN = 76 DA #5A 0.06 AC CN = 85 DA #1C 0.03 AC CN = 77 TC FLOW PATH ROOF DRAINS TO EX100A-EX100 DA=0.27 C=0.90 ROOF DRAINS TO EX101-EX100A DA=0.21 C=0.90 STM STR EX100A STM STR EX100STM STR EX101 DA #12 2.63 AC CN = 86 DA #11 2.61 AC CN = 85 DA #10 0.35 AC CN = 89 XSEC #10 XSEC #11 XSEC #12 XSEC #13 XSEC #14 EX 18" CMP EX 24" CMP DA #3 37.45 AC CN = 68 STUDY POINT #5 SWM DIVIDES MAPHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 06 01-18-2022 1"=180' C301 12/07/2020 KAS 20-12 2039 PRE-DEVELOPED DRAINAGE POST-DEVELOPED DRAINAGE SWM Summary: The proposed stromwater facilities (wet pond and underground detention) are privately owned and maintained. The water quality requirements will be met by removal of phosphorus with the level 2 wet pond and a manufactured filtering device (isolator row) in the underground detention facility. The storm water requirements (channel and flood protection) were met by proposed SWM facilities (level 2 wet pond & underground detention). The level 2 wet pond was increased in size to over-detain storm events to protect downstream properties. An existing stormwater pond located at the intersection Fort Braddock Court and Fox Drive was not included in this analysis. The VA Runoff Reduction Method (VRRM) was used to verify BMP requirements were met. HydroCAD software version 10 build 15 was used to route the stormwater management facility to verify SWM requirements were met. PHASE 1 PHASE 2 STUDY POINT #3 STUDY POINT #2 STUDY POINT #4 DA #8 PRE 1.917 AC CN = 56.5 Storm Str. # EX 200 Storm Str. # EX 196 DA to Str. # EX 200 2.531 AC CN = 78.7 Q10 = 6.14 cfs DA to Str. # EX 196 5.629 AC CN = 83.2 Q10 = 24.82 cfs GRID M E R I D I A N VA NOR T H Z O N E N A D 8 3 17C 200 Storm Str. # EX 198 Storm Str. # EX 199 Storm Str. # EX 197 Storm Str. # EX 196 Storm Str. # EX 195 GRID M E R I D I A N VA NOR T H Z O N E N A D 8 3 17C SWM OFFSITE DIVIDES MAPHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 05 08-31-2021 AS SHOWN KAS 20-12 2039 01/22/2021 PRE-DEVELOPED DRAINAGE PRE-DEVELOPED DRAINAGE C301A Offsite SWM Narrative: Study point #2 releases into a manmade stormwater conveyance system. The existing stormwater system was analyzed during the pre-development conditions. The existing 24" storm sewer pipe number Ex 195-196 was determined to experience localized flooding during the 10 year storm event. The capacity of the existing pipe is 22.40 cfs and the pre-development flow to the pipe was computed at 30.96 cfs. Underground detention has been provided at study point #2 to release the post-development peak flow rate for the 10 year 24 hours storm event less than pre-development per 9VAC25-870-66-C2b. See stormwater report for additional information regarding post-development detention. 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 780 785 790 795 800 805 810 130 TOP=806.179+008+508+00 11+30= VDOT DOUBLE BOX CULVERTWING "G" TYPE I (2:1)INV OUT = 798.501YR WSE=800.72 10YR WSE= 802.99 LINER (TYP.) MIN 1' TOPSOIL & SYNTHETIC LINER (ENTIRE FACILITY TO 10YR WSE) 100YR WSE= 805.84** (NORMAL) 100YR WSE= 807.01** (CLOGGED) 10' AQUATIC BENCH 10' SAFETY BENCH 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 12.0'TOP OF EMBANKMENT ELEV.=808.20 62' - 18" RCP ASTM C-361 (RUBBER GASKETS W.T. JOINTS) @ 1.21%3:110+00=DI-1EX. INV OUT = 790.20INV. IN = 790.3010+62= RISER STRUCTURE (4')INV OUT = 791.05 (18")INV IN = 799.5 (18" REV. PIPE)PROP. TOP=792.35EX. TOP=792.351 TOP=808.203:1NORMAL POOL WSE=799.5 (Tv=77,100 ft3)11+04=EW-1 (18"), LOW FLOWORIFICE(15") SEE LOW FLOWORIRICIE DETAIL SHEET C303INV IN = 797.002 TOP=799.50EX. GRADE PROP. GRADE 42'-18" RCP ASTM C-361 (RUBBER GASKETS W.T. JOINTS) REVERSE PIPE @ -5.95% 4.0' CONTROLLED FILL - EMBANKMENT TO BE CONSTRUCTED WITH CLAY CORE 1:1 SIDE SLOPES CONCRETE CRADLE 10' AQUATIC BENCH 780 785 790 795 800 805 810 780 785 790 795 800 805 810 EX. 757.4'-18" HDPE @ 1.54% 10' SAFETY BENCH3:1EX. 101 1YR WSE=800.72 10YR WSE=802.99 100YR WSE=807.01** (CLOGGED) 100YR WSE= 805.84* (NORMAL) 3.7% PHREATIC LINE 4:1MIN 1' TOPSOIL & SYNTHETIC OR CLAY LINER (ENTIRE FACILITY TO 10YR WSE) CUT-OFF TRENCH 4.0' MIN. DEPTH WITH 1:1 SIDE SLOPES OR FLATTER 4.0' LINER (TYP.) 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 TOP OF EMBANKMENT ELEV.=808.20 3:110+00= RISER STRUCTURE (4')INV OUT = 791.05 (18")INV IN = 799.5 (18" REV. PIPE)INV IN = 791.15 (10" DRAIN)1 TOP=808.20NORMAL POOL WSE=799.5 (Tv=77,100 ft3)10+86= UPTURNED ELBOWW/ TRASH GUARDINV IN = 791.503 EX. GRADE PROP. GRADE 86'-10" DIP (POND DRAIN) @ 0.41% 10' AQUATIC BENCH 3.5% 780 785 790 795 800 805 810 780 785 790 795 800 805 810 10' SAFETY BENCH3:11YR WSE=800.72 10YR WSE=802.99 100YR WSE=807.01** (CLOGGED) 100YR WSE= 805.84* (NORMAL)10+15= 10" GATE VALVE& BOXTOP=806.003A LINER (TYP.) MIN 1' TOPSOIL & SYNTHETIC OR CLAY LINER (ENTIRE FACILITY TO 10YR WSE) 9+50 10+00 10+50 11+00 790 795 800 805 810 790 795 800 805 810 10+0010+49.52PROPOSED GRADE NAG SHOREMAX NAG P300 EXISTING GRADE MIN 1' TOPSOIL 785 785 9+50 10+00 10+50 11+00 785 790 795 800 805 810 785 790 795 800 805 810 10+0010+47.15MIN 1' TOPSOIL EXISTING GRADE 100YR DEPTH = 1.00' (CLOGGED) NAG SHOREMAX NAG P300 PROPOSED GRADE100YR DEPTH = 0.39' (NORMAL) 100YR DEPTH = 0.56' (CLOGGED) 100YR DEPTH = 0.11' (NORMAL) TOP OF EMBANKMENT ELEV.=808.20 10+00= VDOT DOUBLE BOX CULVERTWING "G" TYPE I (2:1)INV OUT = 797.85131 TOP=805.52NORMAL POOL WSE=799.5 (Tv=77,100 ft3) PROP. GRADE 130'-6'x6' (SPANxHGHT) DOUBLE BOX CULVERT @ 0.50% 10' AQUATIC BENCH 10' SAFETY BENCH 130 TOP=806.1712.0'11+30= VDOT DOUBLE BOX CULVERTWING "G" TYPE I (2:1)INV OUT = 798.503:1 5% 1' LINER TURN-DOWN (TYP.) EX. GRADE CUT-OFF TRENCH 4.0' MIN. DEPTH WITH 1:1 SIDE SLOPES OR FLATTER 4.0' 4.0'CONTROLLED FILL - EMBANKMENT TO BE CONSTRUCTED WITH CLAY CORE 1:1 SIDE SLOPES 3:10.72' MIN CLEARANCE VDOT CLASS A4 CONCRETE CRADLE, FULLY ENCOMPASSING BOTTOM RADIUS OF W/L 3' MIN. PROP.W/L XING 780 785 790 795 800 805 810 9+50 10+00 10+50 11+00 11+50 805 810 815 820 825 830 805 810 815 820 825 830 10+22.14 = MH-1INV OUT = 820.50 (15")INV IN = 821.11 (15" MANIFOLD)INV IN = 821.13 (18" BOTTOM CONNECTION)INV IN = 820.50 (6" UNDERDRAIN)BOTTOM=817.00 (BUOYANCE FILL)TOP = 825.60102B 10+00.00 = EX. CURB INLETEX. INV OUT = 820.04INV IN = 820.30EX. TOP = 825.09200EX. EX. 13 7' - 15" R C P @ 3.90 %PROP. 8" W/L XING800 800 1.5' MIN. UNDERGROUND SWM STONE LAYER STONE LAYER SYNTHETIC LINER INSTALL PER MANUFACTURER REQUIREMENTS (ENTIRE FACILITY) POND LINER NON-WOVEN GEOTEXTILE (OR EQUAL) 10YR HGL 22' - 15" ADS N-12 @0.90% EXISTING GRADE 9+50 10+00 10+50 11+00 11+50 805 810 815 820 825 830 835 805 810 815 820 825 830 835 102A 16' - 1 5 " ADS N - 1 2 @ 2.80 % EXISTING GRADE PROP. GRADE 10+77.47 = MH-1INV OUT = 821.01 (24" ISOLATOR)INV OUT = 821.75 (15" MANIFOLD)INV IN = 823.15INV SUMP=819.00STONE LAYER STONE LAYER UNDERGROUND SWM SYNTHETIC LINER INSTALL PER MANUFACTURER REQUIREMENTS (ENTIRE FACILITY) POND LINER NON-WOVEN GEOTEXTILE (OR EQUAL)TOP = 830.4010YR HGL SWM PROFILESHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 10 03-16-2023 C302 12/07/2020 KAS 20-12 2039 AS SHOWN **CLOGGED - THE 100 YEAR WATER SURFACE ELEVATION (WSE) ASSUMES ALL OPENINGS BELOW THE TOP OF THE RISER ARE CLOGGED AND THE STARTING WSE IS AT THE TOP OF THE RISER. **NORMAL - THE 100 YEAR WATER SURFACE ELEVATION (WSE) ASSUMES ALL OPENINGS BELOW THE TOP OF THE RISER ARE OPEN AND THE STARTING WSE IS AT THE INVERT OF THE REVERSE PIPE. NOTE: 1.SEE GRADING PLAN SHEETS (C209 - C216) FOR CROSS SECTION ALIGNMENTS. SWM DETAILSHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 10 03-16-2023 N/A C303 12/07/2020 KAS 20-12 2039 NOTE: 1.SWM FACILITY CONSTRUCTION TO COMPLY WITH RECOMMENDATIONS FROM GEOTECHNICAL REPORT. 18" RCP ASTM C-361 (RUBBER GASKETS W.T. JOINTS) 4' 6.5' **THE 100 YEAR WATER SURFACE ELEVATION (WSE) ASSUMES ALL OPENINGS BELOW THE TOP OF THE RISER ARE CLOGGED AND THE STARTING WSE IS AT THE SPILLWAY WEIR. *"NORMAL" 100 YR WSE ASSUMES ALL OPENINGS ARE FUNCTIONING AND STARTING WSE IS AT THE NORMAL POOL. 3:1 STORMWATER MANAGEMENT MANHOLE SECTION NTS PRECAST RCP BASE AND RISER STRUCTURE (VDOT A4 CONCRETE) - INSIDE 4' DIA. CONCRETE FILL FOR BUOYANCY NORMAL POOL WS ELEV 799.50' INV = 791.05 18" RCP ASTM C-361 (RUBBER GASKETS W.T. JOIN T S ) REVERSE PIPE PROP. G R A D E TOP OF RISER ELEV =808.20 INV.=799.5 INV.=791.15 10" DIP DRAIN INV = 784.55 1 YR WS ELEV 800.72' 10 YR WS ELEV 802.99' 100 YR WS ELEV (CLOGGED) 807.01'** 100 YR WS ELEV (NORMAL) 805.84'* SEE LOW FLOW ORIFICE DETAIL (THIS SHEET) 3:1 TOP OF EMBANKMENT ELEV.=808.20 12' WIDE STORMWATER MANAGEMENT BASIN 1 PRINCIPAL RISER PLAN VIEW NTS TOP TRASH RACK NOT SHOWN FOR CLARITY 18" PIPE PRECAST RCP BASE AND RISER STRUCTURE (VDOT A4 CONCRETE) - INSIDE 4' x 4' 18" PIPE 4'4' 10" DRAIN CLAY LINER NOTES: 1.A CLAY LINER SHOULD HAVE A MINIMUM THICKNESS OF 24 INCHES AND SHOULD COMPLY WITH THE SPECIFICATIONS PROVIDED IN TABLE 3.07-3. 2.A LAYER OF COMPACTED TOPSOIL (MINIMUM 6-12 INCHES THICK) SHOULD BE PLACED OVER THE LINER BEFORE SEEDING WITH AN APPROPRIATE SEED MIXTURE (REFER TO VESCH, 1992 EDITION). 3.A SYNTHETIC LINER WITH A MINIMUM THICKNESS OF 60 MIL. OR OTHER LINER TYPES MAY BE USED IF SUPPORTING DOCUMENTATION IS PROVIDED VERIFYING THE LINER MATERIAL'S PERFORMANCE. 15" DIA. ORIFICE (LOW FLOW) 15" DIA. ORIFICE (LOW FLOW) 18" PIPE 1 4" STEEL PLATE BOLTED TO EW-1 VDOT EW-1 VDOT EW-1 1 4" STEEL PLATE BOLTED TO EW-1 LOW FLOW ORIFICE DETAIL NTS PLASTIC SOLUTIONS BMP TRASH RACK CONC. APRON (SLAB) 5' WIDE AQUATIC BENCH ( FOR SAFETY PURPOSES)3:1 SIDE SLOPE3:1 SIDE SLOPEAQUATIC BENCH DETAIL-FOREBAY NOT TO SCALE FOREBAY ONLY 12"4% LINER (TYP.) 10' WIDE AQUATIC BENCH 10' WIDE SAFETY BENCH 3:1 SIDE SLOPE3:1 SIDE SLOPEAQUATIC & SAFETY BENCH DETAIL NOT TO SCALE 10% M A X 5% MAX FOREBAYS & DEEP POOLS LINER (TYP.) UNDERGROUND DETENTIONUNDERGROUND DETENTION 820.50 SWM CONTROL STR. SECTION (STM 102B) NTS 15" ADS N-12 @ 0.90% 18" ADS N-12 821.13 820.50 10 YR W.S.E. = 823.83 INTERNAL WEIR WALL 4' 0.5' 1.9' 824.00 822.10 820.50 INTERNAL WEIR WALL DETAIL 6" ORIFICE 1 YR W.S.E. = 821.75 3.5' FOR BUOYANCY 1.5' MIN. 825.60 PRECAST RCP BASE AND RISER STRUCTURE (VDOT A4 CONCRETE) - INSIDE 4' DIA. 18" PIPE 15" PIPE 15" PIPE 6" PIPE PLAN VIEW CHAMBER (SEE DETAILS SHEET C305) 4000 PSI CONCRETE PRECAST RCP BASE AND RISER STRUCTURE PER AASHTO M199 - 4' DIAMETER INTERNAL WEIR WALLIN OUT 3.5' 821.11 SWM DETAILSHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 08 08-09-2022 N/A C304 12/07/2020 KAS 20-12 2039 60 98 51 88 0.696 FOREBAY #1 NOT TO SCALE SIDE VIEW NOTES: 1.REINFORCING STEEL ASTM A615, GRADE 60. MINIMUM BAR LAP 20". 2.MINIMUM SOIL BEARING 2,000 PSF TO BE FIELD VERIFIED. 3.COMPACTED SOILS, AS NEEDED, TO BE MIN. 95% OF ASTM D-698/VTM-1. 4.WEIR WALL TO BE INSTALLED LEVEL AT GRADE SHOWN IN PLANS. 5.NAGP300 TO BE TURNED DOWN 1' AT BOTH SIDES OF SPILLWAY WEIR 12' PROPOSED GRADE SHOREMAX FLUSH WITH TOP OF WEIR WALL 4.0' CONCRETE WEIR WALL (8" VDOT CLASS A3) 2' 12"x24" FOOTING (VDOT 21A) #4's, 24" O.C. (V.) NAG P300 COMPACTED EARTH SYNTHETIC LINER 2.0' #4's, 12" O.C. (H.)1.0 ' NORMAL POOL 26''NAG SHOREMAX CLASS I RIP-RAP 1.0'FOREBAY #2 NOT TO SCALE SIDE VIEW NOTES: 1.REINFORCING STEEL ASTM A615, GRADE 60. MINIMUM BAR LAP 20". 2.MINIMUM SOIL BEARING 2,000 PSF TO BE FIELD VERIFIED. 3.COMPACTED SOILS, AS NEEDED, TO BE MIN. 95% OF ASTM D-698/VTM-1. 4.WEIR WALL TO BE INSTALLED LEVEL AT GRADE SHOWN IN PLANS. 5.NAGP300 TO BE TURNED DOWN 1' AT BOTH SIDES OF SPILLWAY WEIR 12' PROPOSED GRADE NAG P300 FLUSH WITH TOP OF WEIR WALL 4.0' CONCRETE WEIR WALL (8" VDOT CLASS A3) 2' 12"x24" FOOTING (VDOT 21A) #4's, 24" O.C. (V.) NAG P300 COMPACTED EARTH SYNTHETIC LINER 2.0' #4's, 12" O.C. (H.)1.0 ' NORMAL POOL 26''CLASS I RIP-RAP 1.0'FOREBAY #1 NOT TO SCALE 30' WEIR WIDTH PROPOSED GRADE FRONT VIEW 40' LENGTH 3:1NOTE: SHOREMAX TO BE FLUSH WITH TOP OF CONCRETE WEIR WALL. WEIR WALL TO BE LEVEL. CONCRETE WEIR (VDOT CLASS A3) 5'5' 4.0' ELEV =805.0ELEV =804.0ELEV =804.0 3: 1 FOREBAY #2 NOT TO SCALE 18' WEIR WIDTH PROPOSED GRADE FRONT VIEW 28' LENGTH 5:1NOTE: NAG P300 TO BE FLUSH WITH TOP OF CONCRETE WEIR WALL. WEIR WALL TO BE LEVEL. CONCRETE WEIR (VDOT CLASS A3) 5'5' 4.0' ELEV =801.0ELEV =800.0ELEV =800.0 5: 1 EMERGENCY SPILLWAY NOT TO SCALE 18' WEIR WIDTH PROPOSED GRADE FRONT VIEW 28' LENGTH NOTE: SHOREMAX TO BE FLUSH WITH TOP OF CONCRETE WEIR WALL. WEIR WALL TO BE LEVEL. CONCRETE WEIR (VDOT CLASS A3) 5'5' 4.0' ELEV =808.2 ELEV =806.0 ELEV =805.8 EMERGENCY SPILLWAY NOT TO SCALE SIDE VIEW NOTES: 1.REINFORCING STEEL ASTM A615, GRADE 60. MINIMUM BAR LAP 20". 2.MINIMUM SOIL BEARING 2,000 PSF TO BE FIELD VERIFIED. 3.COMPACTED SOILS, AS NEEDED, TO BE MIN. 95% OF ASTM D-698/VTM-1. 4.WEIR WALL TO BE INSTALLED LEVEL AT GRADE SHOWN IN PLANS. 5.NAGP300 TO BE TURNED DOWN 1' AT BOTH SIDES OF SPILLWAY WEIR 10'PROPOSED GRADE SHOREMAX FLUSH WITH TOP OF WEIR WALL 4.0' CONCRETE WEIR WALL (8" VDOT CLASS A3) 2' 12"x24" FOOTING (VDOT 21A) #4's, 24" O.C. (V.) 5:1 NAG SHOREMAX NAG P300 COMPACTED EARTH 60 MIL SYNTHETIC LINER 2.0' #4's, 12" O.C. (H.)1.0 ' NAG P300 ELEV= 805.2 ELEV= 805.2 5:1 ELEV =805.8 1' 4.6' 3:1 ELEV =805.2 3: 1 ELEV= 805.8 SWM DETAILS - UNDERGROUND DETENTIONHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 09 12-07-2022 N/A C305 12/07/2020 KAS 20-12 2039 NOTES: 1.CONTRACTOR SHALL AS-BUILT THE UNDERGROUND STORAGE BY A LICENSED PROFESSIONAL SURVEYOR DURING CONSTRUCTION TO CONFIRM THE PROPOSED ELEVATIONS SHOWN ON THIS SHEET. 2.CONTRACTOR SHALL CHECK AND NOTIFY ENGINEER OF THE BEARING CAPACITY OF THE INSITU SOILS TO CONFIRM CORRECT BASE STONE DEPTH PRIOR TO BASE STONE PLACEMENT. 3.THE UNDERGROUND STORAGE SHALL NOT BE INSTALLED UNTIL THE MANUFACTURERS REPRESENTATIVE HAS CONDUCTED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS. 4.THE CONTRACTOR MAY UTILIZE OTHER PRODUCT THAT HAS BEEN APPROVED AS EQUAL AND HAS BEEN APPROVED BY VADEQ. CONTRACTOR TO NOTIFY THE ENGINEER ACCORDINGLY. 5.SEE SWM REPORT FOR OUTLET STRUCTURE DIMENSIONS *AS-BUILT REQ'D ELEV.=831.50 *AS-BUILT REQ'D *AS-BUILT REQ'D *AS-BUILT REQ'D ELEV.=825.00 ELEV.=823.50 ELECTRIC BELL8"6"6"6"6"6"6"6"6"6"4"FD-44"FD-43"V UP3"V UP,3"VTR4"SAN, REFER TO CIVILSWGS FOR CONTINUATIONGCOINV ELEV = -3'-0"± BFFBEL FLBEL FLABV CLGFSWFSWFSWFSWFSWFSWGGGGGGGGGG SWWWWWWWWWWWMWMGFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWNYLOPLAST DUCTILE I R O N DO NOT POLLUTE D R A I N S TO WA T E R W A Y S NYLOPLASTDUCTILE IRON DO NOT POLLUT E D R A I NS TO W A T E R W A Y S NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE I R O N DO NOT POLLU T E D RA I N S T O W A T E RW A Y S NYLOPLASTDUCTILE IRON DO NOT POLLUT E DRAINS T O W A T E R W A Y S NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSDO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYSDO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTEDUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WAT E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAY S7372 7170595554818271A8510072717059818271A8510083ADO NOT POLLUT E DUCTILE IR ON NYLOPLAST DRAINS TO WATER WAYS DO NOT POLLUTE DUCTILE IR ON NYLOP LAST DRAINS TO W A T E R W A Y S DO NOT POLLUTE DUCTILE I R O N NYLOPLAST DRAINS TO WATER W A Y S NYLOPLAST DUCTILE I R O N DO NOT POLLU T E D RA I N S T O W A T E RW A Y S DO NOT POLLUTE DUCTILE IR O N NYLOPLA S T DRAINS TO WATER W A Y S NYLOPLASTDUCTILE IRON DO NOT POLLUTE D R A INS TO W A T E R W A YS 82ANYLOPLASTDUCTILE IRON DO NOT POLLUTE D RAINS T O W A T E R WAYS3/4"CW SERVICE, REFER TOCIVIL DWGS FOR CONTINUATIONBEL GRADE3/4"CW UP3/4"WH-1@ 1'-6" AFF15TRA V E R TI N E WAY BOLD ROCKDRIVEWM71BNYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS PHASE 1PHASE 2WWWNYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAY S NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYSWW WFSWFSWFSWWWGGGDO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS 778486881031071041081058787A73A77B7776757473565554848688102A1031071041081061058787A56C56D56E56F56G77A56AA77C10273B73C73D102B106B106A106C3:1842860854856858852862860854856858822822822 842846848850852822 822842842842852818820832850840830840842842840838836822838836842844846848832834836838842844846852850860854856858852850854856858856858816818820820840838836834836834830826828830832822824824826838840856854842842840844 84484684885085284885484283284284283081884210+00 PC=10+30.161 1 + 0 0 PT=11+73.1 6 12+00PC=12+43.2 3 1 3 + 0 0 14+00 PT=15+0016+0017+00 PROP. EP L1 C 1 L2C2 L3C3 L4 17+27 PROP. SIDEWALK 24'12'12' 14+84.57 PROP. GAS LINE EX. GAS LINE ESM'T PROP. STORM STRUCTURE CURB TRANSITION CG-6 TO RTC CG-6CG-6RT CRTC CG-6 CG-6 26' HP PROP. ROUNDABOUT GUTTER CG-3 CG-2 PC= 1 5 + 4 6 . 1 9 PT=16+74.74 PROP. W/L PROP. MOUNTABLE ISLAND STRIP 835 840 845 850 855 860 865 870 830 835 840 845 850 855 860 865 870 875830.20831.71833.76836.15838.65841.15843.65846.15848.40849.38848.97847.17844.69842.32842.642.00%3.52% SD= 1000.00 5.00% VC = 100.00 SD= 1000.00 K-Value= 67.6 4.9 8 % VC = 180.00 SD= 154.86 K-Value= 18.0 2.00% VC = 40.00 SD= 64.92 K-Value= 5.7 SAG= 16+66.51 ELEV.= 842.09 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+00 820 825 830 820 825 (ELEV = 841.80')17+27 = Road 1 End10+17.00 = PVI(ELEV = 830.54)10+37.00 = PVC10+87.00 = PVI11+37.00 = PVT16+58.00 = PVI16+78.00 = PVT10+12.00 = PVC10+22.00 = PVT13+70.00 = PVC15+50.00 = PVT(ELEV = 847.17)16+38.00 = PVC(ELEV = 851.65)14+60.00 = PVI17+12.00 = PVI17+17.00 = PVI(ELEV = 842.98)(ELEV = 833.00)(ELEV = 842.88)12+43.23 = PC14+84.57 = PT16+74.74 = PTCREST = 14+60.21 ELEV. = 849.41830.44831.24835.50847.15842.80VC = 10.00 K-Value= 6.6 11+73.16 = PT15+46.19 = PT842.202.00% 2.00%10+30.16 = PC849.24847.36842.15831.00837.31840.82COMPACT FILL AS REQUIRED IN THE SPECIFICATIONS ELEV. @ PROP RD C/L COMPACT FILL AS REQUIRED IN THE SPECIFICATIONS EXISTING GRADE @ C/L EXISTING GRADE @ C/L PROP. GRADE @ C/L 10+00 = EX. WESTMINSTER CANTERBURY DRIVE C/L15" STORM SEW. XING15" STORM SEW. XING15" STORM SEW. XINGPROP. GRADE @ C/L 18" STORM SEW. XING18" STORM SEW. XINGCG-3 CG-2 17+16.00 = CG-216+86.50 = ROUNDABOUT GUTTER16+89.00 = ROUNDABOUT GUTTER17+11.00 = CG-3EX. 15" STORM SEW. XING830.72830.56833.19849.41842.158" W/L XING6" FSL XING-2.00%-2.00% 10'3' 4'5'3'13' 3:1 MA X 3:1 M A X SIDEWALK (TYP)UD-4 UNDERDRAIN ROLLTOP CURB NOT TO SCALE BASE SUBBASE BITUMINOUS CONCRETE 10'3' 13'3'5'4' 3:1 MA X 3:1 M A X -2.00% PRIVATE ROAD - ROLLTOP CURB TYPICAL SECTION 1' LIMITS OF SUBBASE -2.00%-2.00% 10'2.5' 4.5'5'3'12' 3:1 MAX 3:1 M A X SIDEWALK (TYP) CG-6 CURB 10'2.5' 12'3'5'4.5' 3:1 MA X 3:1 M A X -2.00% PRIVATE ROAD - STANDARD CURB TYPICAL SECTION 1' UD-4 UNDERDRAIN BASE SUBBASE BITUMINOUS CONCRETELIMITS OF SUBBASE NOT TO SCALE 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664ROAD PROFILESRev. No.Date 05 08-31-2021HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAC400 12/07/2020 KAS 20-12 2039 V: 1" = 5' H: 1" = 50' TRAVERTINE WAY PRIVATE STREET SEE TYPICAL SECTION THIS SHEET TRAVERTINE DR. TRAVERTINE DR. Road 1 NOT TO SCALE TYPICAL PAVEMENT SECTION #1 6" SUBBASE VDOT STD. 21A 1.5" SM-9.5A SURFACE COURSE SEE SPECIFICATIONS FOR DETAILS) (COMPACTED TO 98% DENSITY COMPACTED SUBGRADE OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 3. SOIL TEST PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. 3" BM-25.0A INTERMEDIATE COURSE 2" IM-19.0A INTERMEDIATE COURSE GG GGSSWWWWWWWWW W W W W W WMG FSWFSWWWNYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS T O W A T E R W A Y S DO NOT POLLUTE DUCTILE IR O N NYLOPLAST DRAINS TO WA T E R W A Y S DO NOT POLLUTE DUCTILE IR O N NYLOPLAST DRAINS TO WATE R W A Y S DO NOT POLLUTE DUCTILE I R O N NYLOPLAS T DRAINS TO W A T E R W A Y S NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON 8BOLD ROCK DRIVE FSW 18171615141920222712111031281311301817161514192022232425A2712111011A12A31281311302520A35CL1 C1 C2C7L4CONTI N U A T I O N L I N E SEE S H E E T C402 10+00 PC10+43.9911+00 12+00 13+ 0 0 PC/PT=13+37.0014+00 39+00 PT= 3 9 + 6 9 . 2 9 40+0040+01.37PROP VARIABLE WIDTH SAN SEW ESM'T PROP 20' WIDTH WATER LINE ESM'T PROP EP 15+0020'26'20'PROP SIDEWALK PROP EP PROP SAN SEW PROP W/L CG-6 C G - 6 RTC RTC CURB TRANSITION CG-6 TO RTC CG-6 CG-6 CG-2 CG-2 CG-2 CG-2 RTCRTCPT=15+41 . 4 1 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 800 805 810 815 820 825 830 835 840 845 795 800 805 810 815 820 825 830 835 840 845809.14810.14811.14811.64812.24813.02813.99815.14816.39818.23818.98819.3110+11.00 = PVI(ELEV = 809.64)2.00%2.00%11+00.00 = PVI(ELEV = 808.14)VC = 100.00 SD= 199.22 K-Value= 27.2 SAG= 10+95.60 ELEV.= 808.60 5.00%13+25.00 = PVI(ELEV = 812.64)VC = 100.00 SD= 280.00 K-Value= 33.3 0.62%14+45.00 = PVI(ELEV = 818.64)VC = 100.00 SD= 201.59 K-Value= 22.8 785 790 795 785 790 10+50.00 = PVC11+50.00 = PVT12+75.00 = PVC13+75.00 = PVT13+95.00 = PVC14+95.00 = PVT15+40.00 = PVC816.14818.95819.2310+43.99 = PC13+37.00 = PT/PC15+41.41 = PT808.60813.46819.24ELEV. @ PROP RD C/L CONTINUATION LINE SEE SHEETC402COMPACT FILL AS REQUIRED IN THE SPECIFICATIONS PROP. GRADE @ C/L EXISTING GRADE @ C/L 4.7 0 % 1.68%810.15808.60808.9810+00.00 = EX. FOX DRIVE C/L15" STORM SEW. XING15" STORM SEW. XING15" STORM SEW. XING8" SAN. SEW.X-ING10+35.00 = CG-211+01.23 = CG-211+23.02 = CG-211+82.68 = CG-2PROP. 6'X6' BOX CULVERT PROP. TRAFFIC ISLAND 4" SAN. LAT. X-ING4" SAN. LAT. X-ING8" W/L XING8" W/L XING-2.00%-2.00% 10'3' 4'5'3'13' 3:1 MAX 3:1 M A X SIDEWALK (TYP)UD-4 UNDERDRAIN ROLLTOP CURB NOT TO SCALE BASE SUBBASE BITUMINOUS CONCRETE 10'3' 13'3'5'4' 3:1 MA X 3:1 M A X -2.00% PRIVATE ROAD - ROLLTOP CURB TYPICAL SECTION 1' LIMITS OF SUBBASE -2.00%-2.00% 10'2.5' 4.5'5'3'12' 3:1 MA X 3:1 M A X SIDEWALK (TYP) CG-6 CURB 10'2.5' 12'3'5'4.5' 3:1 MA X 3:1 M A X -2.00% PRIVATE ROAD - STANDARD CURB TYPICAL SECTION 1' UD-4 UNDERDRAIN BASE SUBBASE BITUMINOUS CONCRETELIMITS OF SUBBASE NOT TO SCALE 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664ROAD PROFILESRev. No.Date 05 08-31-2021HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAC401 12/07/2020 KAS 20-12 2039 V: 1" = 5' H: 1" = 50' BOLD ROCK DR. PRIVATE STREET SEE TYPICAL SECTION ON THIS SHEET BOLD ROCK DR. BOLD ROCK DR. Road 2 NOT TO SCALE TYPICAL PAVEMENT SECTION #1 6" SUBBASE VDOT STD. 21A 1.5" SM-9.5A SURFACE COURSE COMPACTED SUBGRADE OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 3. SOIL TEST PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. 3" BM-25.0A INTERMEDIATE COURSE 2" IM-19.0A INTERMEDIATE COURSE SEE SPECIFICATIONS FOR DETAILS) (COMPACTED TO 98% DENSITY FSW FSW FSW FSW FSW FSW FSW FSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWG G G G G G G GGGGGGGGGGGGGGG G G GSSS SSS S S W W WWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W WWWM WM WM WMWM WM WM WMG G GG FSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSW FSW FSW FSW FSW FSW FSW FSW FSW FSW WM WM W NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE 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 PO L L U T E DRAI N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT PO LLUT E D R A I N S T O W A T E RWA Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S TO W A T E R W A Y S NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATER W A Y S NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLL U T E D R A I N S TO W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T E R WAY S NYLOPLAST DUCTILE IRO N DO NOT POLLU T E DRAI N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLU T E D R A I N S T O W ATERWA Y S 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 IRON DO NOT POLLUTE DRAINS TO W A T ER W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATE R W A Y S NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE I R O N DO NOT POLLU T E D R A I N S T O W A T E R W A Y SNYLOPLASTDUCTILE IRONDO NOT POL L U T E D R A I N S T O W A T E R W A Y S 73 72 71 70 69 65 64 5960 55 54 53 79 81 82 71A 93 94 95 72 71 70 69 68 67 66 65 64 63 5960 61 79 80 81 82 71A 92 93 94 95 83A 80A NYLOPLA S T DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE I R O N DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLA S T DUCTILE IRO N DO NOT PO L L U T E D R A I N S T O W A T E R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAIN S TO W A T ERWA Y S NYLOPLAST DUCTILE I R O N DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE I R O N DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE I R O N DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAS T DUCTILE IRON DO NOT POL L U T E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O WATE R W A Y S NYLOPLAST DUCTILE IRON DO NOT PO L LUTE D R A I N S T O W A T E R WAY S DO NOT PO L L U T E DUCTILE IR O N NYLOPL A S T DRAINS TO WAT E R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLASTDRAINS TO W A T E R W A Y S DO NOT P O L L U T E DUCTILE I R O N DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS 82A NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUT E D R A I N S T O W A T E RWA Y S 61B 61A 61C DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS 80C 80B NYLOPLAS T DRAINS TO WATER W A Y S DO NOT POLLUTEDUCTILE I R O N NYLOPLAS T DRAINS TO W A T E R W A Y S DO NOT P O L L U T E DUCTILE IRON DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS 200 101 101A 2 1 3 4 6 7 8 9 10 FELD S P A R CT. BOLD ROCK DRIVE BOL D R O C K DRI V E BOLD ROCK DRIVE 71B NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRA I N S T O W A T E R W A Y S WWWWWWWWWWW W W W W W W W NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T E R W A Y S 49A 49B DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYSSSSS SSSSSDO NOT POLLU T E DUCTILE I R O N NYLOPLAST DRAINS TO WA T E R W A Y S WFSWFSW19 21 22 27 28 42 29 41 30 31 33 77 46 47 32A 38 39 35B 73A 19 21 22 23 24 25A 27 28 36 37 44 42 29 41 30 31 33 77 76 75 74 73 56 55 54 53 57 49 50 51 52 46 47 48 32 32B 38 39 40 35 25 32C 56A 56B 56C 56D 56E 56F 56G 56AA 20A 35C 35A 40A 40B 77C 77D 43A 43B 43C33C 33B 33A 73B 73C 73D 37A 43 C2L2 C3 C4C5 C6 L3 CONTINUATION LINE SEE SHEET C401CONTIN U A T I O N LI N E SEE SH E E T C403 PC/PT=13+37 .00 16+ 0 0 17+ 0 0 18+ 0 0 19+0 0 20+00 21+00 22+00 23+00 24+00 26+00 27+ 0 0 28+0029+00 30+0 0 31+00 32+00 33+00 34+00 35+00 36+00 37+ 0 0 38+ 0 0 PROP EP PROP EP 25+00 1 5 + 0 0 PT=37+32.7726' 26' 26' 26' PROP GAS LINE PROP WL PROP SAN SEW PROP STORM STRUCTURES PROP STORM STRUCTURES PROP. ROUNDABOUT GUTTER CG-3 CG-2 PROP. MINI. ROUNDABOUT PROP STORM STRUCTURES PROP STORM STRUCTURES PROP. MOUNTABLE ISLAND PC/PT=31+41.70PC/PT=29+66.54PT=15+41.41PC/PT= 26+52.5614+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 800 805 810 815 820 825 830 835 840 845 850 795 800 805 810 815 820 825 830 835 840 845 850 855818.98819.31820.26822.12824.60827.10829.60832.10834.60837.10839.55841.44842.65843.17843.05842.80842.55842.30842.05841.80841.55841.16840.42839.48838.54837.21835.10832.600.62% 5.00%16+00.00 = PVI(ELEV = 819.60)VC = 120.00 SD= 175.80 K-Value= 27.4 0.50%20+80.90 = PVI(ELEV = 843.64)VC = 200.00 SD= 220.83 K-Value= 36.4 CREST= 21+62.72 ELEV.= 843.19 1.88%25+05.00 = PVC25+55.00 = PVI(ELEV = 841.27)26+05.00 = PVTVC = 100.00 SD= 529.97 K-Value= 72.2 27+00.00 = PVC27+50.00 = PVI(ELEV = 837.60)28+00.00 = PVTVC = 100.00 SD= 263.32 K-Value= 32.1 790 795 79014+95.00 = PVT15+40.00 = PVC16+60.00 = PVT19+80.90 = PVC21+80.90 = PVT818.95819.23822.60838.64843.14841.52840.3315+41.41 = PT17+59.91 = PC26+52.56 = PC/PT819.24827.59839.43ELEV. @ PROP RD C/L CONTINUATION LINE SEE SHEETC401CONTINUATION LINE SEE SHEETC403PROP. GRADE @ C/L EXISTING GRADE @ C/L PROP. GRADE @ C/L 21+55.98 = 0+00 ROAD 1 CONNECTION15" STORM SEW. XINGEXISTING GRADE @ C/L COMPACT FILL AS REQUIRED IN THE SPECIFICATIONS 15" STORM SEW. XINGCOMPACT FILL AS REQUIRED IN THE SPECIFICATIONS 21+15.48 = ROUNDABOUT GUTTER21+17.98 = ROUNDABOUT GUTTER21+93.98 = ROUNDABOUT GUTTER21+96.48 = ROUNDABOUT GUTTER21+39.98 = CG-321+44.98 = CG-221+67.06 = CG-221+72.07 = CG-38" ROOF DRAIN X-ING15" STORM SEW. XING15" STORM SEW. X-ING4" SAN. LAT. X-ING4" SAN. LAT. X-ING4" SAN. LAT. X-ING6" ROOF DRAIN X-ING4" SAN. LAT. X-ING4" SAN. LAT. X-ING6" SAN. LAT. X-ING18" STORM SEW. XING18" STORM SEW. XING4" SAN. LAT. X-ING4" SAN. LAT. X-ING4" SAN. LAT. X-ING4" SAN. LAT. X-ING4" SAN. LAT. X-ING4" SAN. LAT. X-ING6" SAN. LAT. X-ING6" FSL X-ING6" GAS X-ING6" GAS X-ING6" GAS X-ING6" GASX-ING151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664ROAD PROFILESRev. No.Date 09 12-07-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAC402 12/07/2020 KAS 20-12 2039 V: 1" = 5' H: 1" = 50' BOLD ROCK DR. PRIVATE STREET SEE TYPICAL SECTION ON SHEET 401 FSW FSW FSW FSW FSW FSW FSW FSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWG G G G G G G G G GGGGGGGGGGGGGGG G G GSSS SSSSSS S S SW W W W WWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W WWWMWM WM WMWM WM WM WMG G GFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSW FSW FSW FSW FSW FSW FSW FSW FSW FSW FSW FSW FSW WM WM W W W W NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WA T E R W A Y S NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WAT E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO W A T E R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLU T E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRO N DO NOT POL L U T E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUT E DRAIN S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERW A Y S NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAY S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST 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 WATERWAYSNYLOPLASTDUCTILE IRON DO NOT POLLU T E D R AINS TO WATERWAYSNYLOPLASTDUCTILE IR O N DO NOT POL L U T E D R A I N S T O W A T E R W A Y S NYLOPLA S T DUCTILE I R O N DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPL A S T DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLU T E D R A I N S T O W A T E R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IR O N DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLA S T DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IR O N DO NOT POL L U T E D R AINS TO WATERWAYSNYLOPLASTDUCTILE IRON DO NOT POLLUTE D R A I N S T O WA T E R W A Y S NYLOPLAST DUCTILE I R O N DO NOT POLLUT E D R A I N S T O W A T E R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLASTDRAINS TO W A T E R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPL A S T DRAINS T O W A T E R W AYS DO NOT P O L LUTE DUCTILE IRON DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLASTDRAINS TO W A T E R W A Y S DO NOT POL L U T E DUCTIL E IRON DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IR O N DO NOT PO L L U T E D R AINS TO W A T E R W A Y S NYLOPLASTDRAINS TO WATERWAYS DO NOT P O L L U T E DUCTILE I R O N NYLOPL A S T DRAINS TO W A T E R WAYS DO NOT P O L L U T E DUCTILE IRON DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS 2 13 4 8 9 10 FELDSPA R CT. BOLD ROC K DRIVE BOLD R O C K DRIVE BOLD R O C K DRIVE NYLOPLAST DUCTILE IRON DO NOT POLLU T E D R A I NS T O W A T E R W AY S WWWWWWWWWWWW W W W W W W NYLOPLAST DUCTILE IRON DO NOT POLLUTE D RA I N S T O W A T ER W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O WA T E R W A Y S FREDERICK COUNTYCITY OF WINCHESTERDO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYSS SSSSSSSFSWC2L2 C3 C4C5 C6 L3 C7 L 4 13+0014+0016+00 17+00 18+00 19+00 20+00 21+00 22+0023+00 24+00 26+00 27+002 8 + 0 0 29+00 30+ 0 0 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00PT=39+69.294 0 + 0 0 4 0 + 0 1 . 3 7 CONTI N U A TI O N LI N E SEE S H E E T C402 WATER LINE ESM'TPROP EPPROP VARIABLE WIDTH SAN SEW ESM'T 25+00 15 + 0 0 PT=37+32.77PROP SAN SEW PROP W/L PROP VARIABLE WIDTH SAN SEW ESM'T PROP. MINI. ROUNDABOUT PROP GAS LINE PROP SAN SEW PROP WL PROP WL PROP WL EMERGENCY ACCESS ROAD RTC RTC RTC RTC PROP STORM STRUCTURES PROP STORM STRUCTURES PC/PT=31+41.70PC/P T = 2 9 + 6 6 . 5 4 PC= 17+59.91 PC=38+67.81PT=15+41.41PC/PT= 26+52 .56 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 800 805 810 815 820 825 830 835 840 845 850 795 800 805 810 815 820 825 830 835 840 845 850 855835.10832.60830.10827.60825.10822.85821.58821.32821.20820.95820.70820.45819.86818.43816.53815.32814.90814.65814.40814.15813.90813.65813.40812.84811.02811.715.0 0 %28+00.00 = PVT0.50%30+15.00 = PVC30+70.00 = PVI(ELEV = 821.60)31+25.00 = PVTVC = 110.00 SD= 162.73 K-Value= 24.4 3.93 %33+05.90 = PVC33+55.90 = PVI(ELEV = 820.17)34+05.90 = PVTVC = 100.00 SD= 243.50 K-Value= 29.1 0.50%34+30.90 = PVC34+80.90 = PVI(ELEV = 815.25)35+30.90 = PVTVC = 100.00 SD= 220.67 K-Value= 29.1 38+70.90 = PVC39+00.90 = PVI(ELEV = 813.15)39+30.90 = PVC & PVTVC = 60.00 SD= 177.68 K-Value= 13.3 39+50.90 = PVI(ELEV = 810.65)39+70.90 = PVTVC = 40.00 SD= 62.96 K-Value= 5.5 SAG= 39+58.60 ELEV.= 810.96 790 795 790 2.22% 2.00% 2.00%824.35820.42818.20817.22815.00813.30811.65811.0939+86.37 = PVI(ELEV = 811.44)39+91.37 = PVI(ELEV = 811.54)40+01.37 = ROAD END29+66.54 = PC/PT31+41.70 = PC/PT37+32.77 = PT38+67.81 = PC39+69.29 = PT826.77821.24813.99813.32811.06(ELEV = 811.74)ELEV. @ PROP RD C/L CONTINUATION LINE SEE SHEETC402COMPACT FILL AS REQUIRED IN THE SPECIFICATIONS COMPACT FILL AS REQUIRED IN THE SPECIFICATIONS COMPACT FILL AS REQUIRED IN THE SPECIFICATIONS PROP. GRADE @ C/L EXISTING GRADE @ C/L PROP. GRADE @ C/L EXISTING GRADE @ C/L 8" SAN. SEW.X-ING24" STORM SEW. XING24" STORM SEW. XING15" STORM SEW. XING24" STORMSEW. XING33+60.53 = START OF EMERGENCY ACCESS ROAD ELLIPSE35+11.40 = START OF EMERGENCY ACCESS ROAD ELLIPSE34+50 = END BOLD ROCK DRIVE & BEGIN FELDSPAR OVERLOOKBOLD ROCK DRIVE FELDSPAR CT.15" STORM SEW. XING6" GASX-ING151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664ROAD PROFILESRev. No.Date 05 08-31-2021HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAC403 12/07/2020 KAS 20-12 2039 V: 1" = 5' H: 1" = 50' BOLD ROCK DR. & FELDSPAR CT. PRIVATE STREET SEE TYPICAL SECTION ON SHEET 401 FSWFSWFSWFSWFSWFSWFSWFSWFSWFSWGGGGGGGGSSSWWWWWWWWWWWWWWWWWWWMWMWMG FSWFSWFSWFSWFSWFSWFSWFSWFSWNYLOPLAST 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 IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IR O N DO NOT PO L L U T E D R A I N S T O WATERWA Y S DO NOT POLLU T E DUCTIL E I RO N NYLOP L A S T DRAINS TO WA T E R W AY S NYLOPLA S T DUCTILE IRO N DO NOT PO L L U T E D R A I NS T O W AT E R W AY S NYLOPLAST DUCTILE IR O N DO NOT POLLUT E D R A IN S T O W A T E R WA Y S DO NOT POLLU T E DUCTILE I R ON NYLOP L A S T DRAINS TO WA T E R W AY S DO NOT POLLU T E DUCTILE I R ON NYLOPL A S T DRAINS TO WATE R W A Y S DO NOT PO L L U T E DUCTILE IR O N NYLOPLA S T DRAINS TO W A T E R W A Y S DO NOT POLL U T E DUCTILE IR O N NYLOPLAS T DRAINS TO W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT PO L L UTE DRAINS T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT PO L L U T E D R AINS TO W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T E RWAYS NYLOPLAST DUCTILE IRON DO NOT POLL U T E D R AINS TO W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS 671035.0'FELDSPARCT.BOLD ROCKDRIVEBASALT CT.100'75' FREDERICK COUNTY CITY OF WINCHESTER SSSSSSSSSSSSS54.9'"N""N"822820808810824820822810 812 814 816 818 824 822 820 818818816814812806805808 80580680484 2 840 838 836834 83 2 83 0818 80880681081281485285483 6 836 836 84682682881481 6 824826 82 8 8308328168 1 8 820802804805826 836830838840826 82883683483083283882 6 838840828836836836856854806 80480280079880 4 8 0 2 8018013R3R4R8128108148088428 1 6C6 10+00 PROP EP 27' PROP SAN SEW PROP W/L EX. FIBER OPTIC LINE EX. W/L EX. SAN SEW PROP STORM STRUCTURE CG- 6 CG-6 35' L1 11+00 TEMP. GRAVEL PAD PROP. TYPE 3 BARRICADE w/ ROAD CLOSED SIGN (R11-2) 80'50'11+85.69 PROP. ROUNDABOUT9+50 10+00 10+50 11+00 11+50 12+00 12+50 805 810 815 820 825 800 805 810 815 820 825 830819.34818.02818.045.4 5 % 2.50%10+11.00 = PVI(ELEV = 818.74)10+15.00 = PVC10+65.00 = PVI(ELEV = 817.39)11+15.00 = PVT, EPVC = 100.00 SD= 165.94 K-Value= 23.6 SAG= 10+74.11 ELEV.= 817.90818.64ROAD 3818.25ELEV. @ PROP RD C/L 800 10+00 = EX. FOX DRIVE C/LPROP. GRADE @ C/L PROP. GRAVEL STORAGE PAD 3:1 COMPACT FILL AS REQUIRED IN THE SPECIFICATIONS EXISTING GRADE @ C/L15" STORM SEW. XING-2.00%-2.00% 10'2.5' 4.5'5'3'12' 3:1 MAX 3:1 M A X SIDEWALK (TYP) CG-6 CURB 10'2.5' 12'3'5'4.5' 3:1 MA X 3:1 M A X -2.00% PRIVATE ROAD - STANDARD CURB TYPICAL SECTION 1' UD-4 UNDERDRAIN BASE SUBBASE BITUMINOUS CONCRETELIMITS OF SUBBASE NOT TO SCALE 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664ROAD PROFILESRev. No.Date 05 08-31-2021HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAC404 12/07/2020 KAS 20-12 2039 V: 1" = 5' H: 1" = 50' BASALT CT. PUBLIC STREET SEE TYPICAL SECTION ON THIS SHEET BASALT CT. Road 3 NOT TO SCALE TYPICAL PAVEMENT SECTION #1 6" SUBBASE VDOT STD. 21A 1.5" SM-9.5A SURFACE COURSE COMPACTED SUBGRADE OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 3. SOIL TEST PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. 3" BM-25.0A INTERMEDIATE COURSE 2" IM-19.0A INTERMEDIATE COURSE SEE SPECIFICATIONS FOR DETAILS) (COMPACTED TO 98% DENSITY 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 800 805 810 815 820 825 830 835 840 845 800 805 810 815 820 825 830 835 840 845 51' - 8" SDR 35/26 @0.51% 336' - 8" PVC SDR 26 @0.50% 158' - 8" PVC SDR 26 @0.50% 131' - 8" PVC SDR 26 @0.50% 42' - 8" PVC S D R 2 6 @5.00 % 46' - 8" PVC SDR 2 6 @1.79% 46' - 8" PVC S D R 2 6 @5.8 1 % 66' - 8 " PVC S D R 2 6 @4.65 % 42' - 8" PVC SDR 26 @0.50% 73' - 8" PVC SDR 26 @0.50% 160' - 8" PVC SDR 26 @0.50% 100' - 8" PVC SDR 26 @0.50% 75' - 8" SDR 35/ 2 6 @2.00% MH A MH B MH C MH D MH E MH F MH G MH H MH I MH J MH K MH L MH M TOP=818.13TOP=822.00TOP=823.86TOP=827.49TOP=829.74TOP=832.17TOP=834.74TOP=837.64TOP=838.67TOP=840.08TOP=841.69TOP=842.19TOP=842.570+91 =4" LAT. (59.31')L24 - INV=839.43STA20+81.75ELEV832.45CROWN832.796" SAN. SEW. LAT6" SAN. SEW. LAT8" W/L X-INGGAS X-INGGAS X-ING18" STM XING15" STM6" ROOF DRAINXING15" STM8" ROOF DRAINXINGAPPROX. LOC.EX. 6" W/L X-INGAPPROX. LOC EX F.O. XINGXING6" SAN. SEW. LAT4" SAN. SEW. LATXING4" SAN. SEW. LAT4" SAN. SEW. LAT4" SAN. SEW. LAT4" SAN. SEW. LATPROPOSED GRADE EXISTING GRADE 10+00.00=EX. MHEX. TOP=819.00INV OUT=810.9310+51.45=MH-1INV OUT=811.19INV IN=811.4413+87.13=MH-1INV OUT=813.12INV IN=813.2215+45.10=MH-1INV OUT=814.01INV IN=814.26INV OUT=814.91INV IN=820.65INV IN=815.1617+18.16=MH-1INV OUT=822.76INV IN=823.0117+64.03=MH-1INV OUT=823.83INV IN=824.0818+09.82=MH-1INV OUT=826.74INV IN=826.9918+76.22=MH-1INV OUT=830.08INV IN=830.3319+18.20=MH-1INV OUT=830.54INV IN=830.7919+90.90=MH-1INV OUT=831.15INV IN=831.2521+51.25=MH-1INV OUT=832.05INV IN=832.1522+51.25=MH-1INV OUT=832.65INV IN=832.7523+26.25=MH-1INV OUT=834.25MH M2 16+75.98=MH-1 DROP MANHOLE822 820 852 854 856 858 8 4 2 8 4 0 842852 83884084284484684883483683282 8 826 824 822 838 838842822822822 822 842 808 810 824 820 822 8128148168188 3 2 8 3 4 83 0 826824822820818 820 816 818 820 8248228248228208 1 8822822 822 840838 842 842 842832 830828824 826826 824 826 824 82 8 82 8 828 844 842 844 846 848 850 852 818 816 814 812 806 805 820824822805 806 804 8 1 8 842 840838836822 816 818 820 810 81682082082683 6 834830 826 828 830 838 840 826 828 836 8 3 4 830 8 3 2 8 3 8 83282 2 824 82482683 8 840 828 836 836 814 812 822 822 824 822 826 820 818 808 8 4 2 842 842 8208 2 0 822818816842 FSW FSW FSW FSW FSW FSW FSW FSWFSWFSWFSWFSWFSWFSWFSWG G G G GGGGGGGGGGG G G SSS SSSSSW W W W WWWWWWWWWW W W W W WMWM WM GG FSWFSWFSW FSW FSW FSW FSW FSW FSW FSW FSW FSW FSW FSW FSWWM WM NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRA I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRA I N S T O W A T E R W A Y S NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS T O W A T E R W A Y S NYLOPLA S T DUCTILE IRO N DO NOT POLL U T E D R A I N S T O WATERW A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATER W A Y SNYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLA S T DUCTILE IRON DO NOT POLLUTE D R A I N S T O WATER W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPL AST DRAINS TO WATE R W A Y S DO NOT POLLUTE DUCTILE IRON DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS 2 1 3 4 10 BOLD R O C K DRIVE BOLD R O C K DRIVE BASALT CT.NYLOPLAST DUCTILE IRO N DO NOT POLL U TE D R A I N S T O W A T E R WAY S WWWWWWWWWWWW W W W W W W NYLOPLAST DUCTILE IRON DO NOT POLLUTE DR A I N S T O W A T E R WAYS NYLOPLAST DUCTILE IRON DO NOT POLLU T E D R AIN S T O W A T E R W A Y S 100'75'B CD E F G H J K L M2 N O P A I M 8" PVC S a n. S e w 8" PVC San. Se w 8" PVC San. Sew 6" PVC San. Sew. Lat. 20' Wide San. Sew. Esmt. (Typ.) 20' Wide San. Sew. Esmt. (Typ.) 20' Wide San. Sew. Esmt. (Typ.) Tie-In ( Ex. MH)SANITARY SEWER PROFILESHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 09 12-07-2022 C500 12/07/2020 KAS 2039 2039 AS SHOWN PLAN VIEW 50 SCALE NOTE: GAS LINE SHOWN FOR INFORMATIONAL PURPOSES ONLY. FINAL DESIGN, LOCATION AND DEPTH TO BE COMPLETED BY WASHINGTON GAS. 92' - 8" PVC SDR 26 @0.50%10+00.00=MH-1INV OUT=814.91INV IN=815.16INV IN=818.0110+91.92=MH-1INV OUT=815.62INV IN=815.7211+61.35=MH-1INV OUT=816.07INV IN=816.17TOP=827.49TOP=823.04TOP=821.3469' - 8" PVC SDR 26 @0.50%24" STM XING6" W/L X-INGEXISTING GRADE PROPOSED GRADE 18" MIN.12+88.35=MH-1INV OUT=816.81INV IN=816.81TOP=820.66127' - 8" PVC SDR 26 @0.50%4" SAN. SEW. LAT4" SAN. SEW. LAT4" SAN. SEW. LAT4" SAN. SEW. LAT9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 805 810 815 820 825 830 805 810 815 820 825 830 MH E MH N MH O MH P 2" W/L X-ING2" W/L X-ING6" W/L X-ING822 820 852 854 856 858 8 4 2 8 4 0 842852 83884084284484684883483683282 8 826 824 822 838 838842822822822 822 842 808 810 824 820 822 81281481681883 2 8 3 4 83 0 826824822820818 820 816 818 820 8248228248228208 1 8822822 822 840838 842 842 842832 830828824 826826 824 826 824 828 82 8 828844 842 844 846 848 850 852 818 816 814 812 806 805 820824822805 806 804 8 1 8 842 840838836822 816 818 820 810 81682082082683 6 834830 826 828 830 838 840 826 828 836 8 3 4 830 8 3 2 83883282 2 824 82482683 8 840 828 836 836 814 812 822 822 824 822 826 820 818 808 8 4 2 842 842 8208 2 0 822818816842 FSW FSW FSW FSW FSW FSW FSW FSWFSWFSWFSWFSWFSWFSWFSWG G G G GGGGGGGGGGG G G SSS SSSSSW W W W WWWWWWWWWW W W W W WMWM WM GG FSWFSWFSW FSW FSW FSW FSW FSW FSW FSW FSW FSW FSW FSW FSWWM WM NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERW A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRA I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WAT E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WA T E R W A Y S NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLU T E DRAINS T O W A T E R W A Y S NYLOPLAST DUCTILE IR O N DO NOT POLLUTE D R A I N S T O WATERW A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IR O N DO NOT POLLUTE D R A I N S T O WATER W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOP L AST DRAINS TO WATE R W A Y S DO NOT POLLUTE DUCTILE IRON DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERW A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS 2 1 3 4 10 BOLD R O C K DRIVE BOLD R O C K DRIVE BASALT CT.NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T E R WAY S WWWWWWWWWWWW W W W W W W NYLOPLAST DUCTILE IRON DO NOT POLLU TE D R A I N S T O W A T E R WAY S NYLOPLAST DUCTILE IRO N DO NOT POLL U T E D R AIN S T O W A T E R W A Y S 100'75'B CD E F G H J K L M2 N O P A I M 8" PVC S a n. S e w 8" PVC San. Se w 8" PVC San. Sew 6" PVC San. Sew. Lat. 20' Wide San. Sew. Esmt. (Typ.) 20' Wide San. Sew. Esmt. (Typ.) 20' Wide San. Sew. Esmt. (Typ.) Tie-In ( Ex. MH)SANITARY SEWER PROFILESHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 08 08-09-2022 C501 12/07/2020 KAS 2039 2039 AS SHOWN NOTE: GAS LINE SHOWN FOR INFORMATIONAL PURPOSES ONLY. FINAL DESIGN, LOCATION AND DEPTH TO BE COMPLETED BY WASHINGTON GAS. PLAN VIEW 50 SCALE 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 770 775 780 785 790 795 800 805 810 815 820 825 830 835 840 845 770 775 780 785 790 795 800 805 810 815 820 825 830 835 840 845 207' - 8 " D I P C L 5 2 @ 3 . 6 6 % 84' - 8" PVC SD R 2 6 @1.20% 259' - 8 " P V C S D R 2 6 @ 3 . 2 5 % 160' - 8 " S D R 3 5/ 2 6 @ 4. 2 5 % 80' - 8 " S D R 3 5/ 2 6 @4.00 % MH B2 MH C2 MH D2 MH E2 MH F2 MH F3 10+00.44= EX MH-1EX. INV OUT=784.84EX. INV IN=785.01**11+51.12=MH-1INV OUT=791.02**INV IN=791.2713+58.09=MH-1 DROP MANHOLEINV OUT=798.85INV IN=806.00INV IN=799.1014+41.65=MH-1INV OUT=807.00INV IN=807.2517+00.45=MH-1 DROP MANHOLEINV OUT=815.66INV IN=820.5018+60.45=MH-1INV OUT=827.30INV IN=827.4019+40.45=MH-1INV OUT=830.60INV IN=830.60TOP=798.52TOP=817.11TOP=818.96TOP=828.19TOP=836.22TOP=840.08EX 15 1' - 8 " C L A Y @ 3 . 9 9 %GAS X-ING8" W/L X-ING6" FSWX-INGGAS X-ING15" STM XING18" STM XING15" STM XING15" STM XINGPROPOSED WEIR WALL4' CONTRACTOR TO REPLACE 10' OF EX CLAY PIPE WITH PVC SDR26 PER CITY FIELD INSPECTOR. **TEST PIT AND INVERT INFORMATION BY PERRY ENGINEERINGEX TOP=793.1420+50 MH A2 6" SAN. SEW. LAT4" SAN. SEW. LAT4" SAN. SEW. LAT4" SAN. SEW. LAT4" SAN. SEW. LAT4" SAN. SEW. LAT4" SAN. SEW. LATCONTRACTOR TO TEST PIT EX. SANITARY STUB TO DETERMINE DEPTH BEFORE CONSTRUCTION AND ORDERING MATERIALS 812812842840838836834832830808810812814816818826 824 822 802 804 828836826 826 828826814816 814 814 8 1 4 818 816822824 8 2 0822 824824 826828830832810820 82082082683 6 812814816818820822824826828830 838 840 826 828 836 8 3 4 830 8 3 2 83882482683 8 840 828 814 836 836 836 820824820820828826824822 812812806802 804 8048068004R 812 814 8 4 2 818816FSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWG G G G G G G GGGGGGGGSSSSSS S S WWWWWWWWWWWWWW W W W W W W W W W W W W W W WWM WMWM WM WMG GFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWW W W W NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRA I N S T O W A T E R W A Y S NYLOPLAST DUCTILE I R O N DO NOT POLLU T E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE I R O N DO NOT POLLU T E D R A I N S T O W A T E R W A Y S NYLOPLA S T DUCTILE IRO N DO NOT POLLUTE DRAINS TO WATERW A Y S NYLOPLASTDUCTILE IR O N DO NOT POL L UTE DRAINS TO W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT PO L L UTE DRAINS TO W A T E R W A Y S NYLOPLAST DUCTILE I R ON DO NOT POLLUTE DRAINS T O W A T E R W A Y S NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE I R O N DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE I R ON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATER W A Y S NYLOPLASTDUCTILE IRON DO NOT POL LUTE DR A I N S T O W A T E R W A YS NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S TO W A T E RWAY S NYLOPLASTDUCTILE IRONDO NOT POLLUT E D R A I N S T O W A T E R W A Y S DO NOT POLLUTE DUCTILE IR O N NYLOPL A ST DRAINS TO WA T E RWAYS NYLOPL A S T DRAINS TO W A T E R W A YS DO NOT POLL U T E DUCTILE I R O N NYLOPLAST DUCTILE I R O N DO NOT POLLU T E D R A I N S T O W A T E R W A Y S NYLOPL AST DRAINS TO WATERW A Y S DO NOT POLL U TE DUCTILE IRON NYLOP L AST DRAINS TO WATERW A Y S DO NOT POLLUTE DUCTILE IRON DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS 6 7 8 910 FELDSPAR CT. BOLD ROCK DRIVE DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYSS SSSSSFSWNOSE DOWN B2 A2C2 D2 E2 G2 I2J2K2 F3 F2 8" PVC San. Sew 8" PVC San. Sew 8" PVC San. Sew 20' Wide San. Sew. Esmt. (Typ.) 20' Wide San. Sew. Esmt. (Typ.)SANITARY SEWER PROFILESHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 05 08-31-2021 C502 12/07/2020 KAS 2039 2039 AS SHOWN NOTE: GAS LINE SHOWN FOR INFORMATIONAL PURPOSES ONLY. FINAL DESIGN, LOCATION AND DEPTH TO BE COMPLETED BY WASHINGTON GAS. PLAN VIEW 50 SCALE 40' - 8 " DIP C L 5 2 @3.7 0 % 79' - 8 " PVC S D R 2 6 @3.7 0 % 109' - 8" PVC S D R 2 6 @1.50% 108' - 8" PVC SDR 26 @0.50% 160' - 8" PVC SDR 2 6 @ 1 . 0 0 %10+00.00=MH-1INV OUT=798.85INV IN=799.10INV IN=806.0010+39.52=MH-1INV OUT=800.56INV IN=800.8111+18.16=MH-1INV OUT=803.72INV IN=803.9712+27.19=MH-1INV OUT=805.61INV IN=805.7113+35.18=MH-1INV OUT=806.25INV IN=806.3514+95.18=MH-1INV OUT=807.95TOP=817.11TOP=815.11TOP=812.02TOP=812.91TOP=813.64TOP=814.434" SAN. SEW. LAT4" SAN. SEW. LAT4" SAN. SEW. LAT4" SAN. SEW. LATEXISTING GRADE PROPOSED GRADE 790 795 800 805 810 815 820 790 795 800 805 810 815 820 MH C2 MH G2 MH H2 MH I2 MH J2 MH K2 15" STM XING15" STM XING24" STM XING15" STM XING9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+502" W/L X-ING2" W/L X-INGCOMPACT FILL AS REQUIRED IN THE SPECIFICATIONS 812812842840838836834832830808810812814816818826 824 822 812 806 808 810 812810802 804 828 854 856 856 858 8 5 2 8 5 4 836836836826852 846 842 846 8 4 4 826 828826814816 814 814 8 1 4 818 816822824 8 2 0822 824824 826828830832810820 820820802 804 805826836 812814816818820822824826828830 838 840 826 828 836 8 3 4 830 8 3 2 838824826838 840 828 814 836 836 836 820824834 832 830 83 0 83 0 820 844 856 854 820820 838 836 834 832 830 828826824822812812808796798806806804802800802 804 8048068007943R 3R 4R 812 810 814 808 8 4 2 818816FSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWG G G G G G G GGGGGGGGSSSSSS S S WWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W WWM WMWM WM WMG GFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWW W W W NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DR A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRA I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IR O N DO NOT POLLUT E D R A I N S T O W A T E R W A Y S NYLOPLAS T DUCTILE IRON DO NOT POL L U T E D R A I N S T O W A T E R W A Y S NYLOPLAS TDUCTILE IRONDO NOT POL L U T E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAIN S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS T O W A T E R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLU T E D R A I N S T O W A T E R W A Y S NYLOPLASTDUCTILE IRONDO NOT POLLU T E D R A I N S T O W A T E R W A Y S NYLOPLA S T DUCTILE IRO N DO NOT PO L L U T E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IR O N DO NOT POLLU T E D R A I N S T O WATERWAYSNYLOPLASTDUCTILE I R O N DO NOT PO L L UTE DRAINS TO W A T E R W A Y S NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO W A T E R W A Y S NYLOPLAST DUCTILE IR ON DO NOT POL L UTE DRAINS TO W A T E R W A Y S NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST 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 IRO N DO NOT POLLUTE D R A I N S T O WATER W A Y S DO NOT POLLUTE DUCTILE IR O N NYLOPLAST DRAINS TO WATE R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAS T DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE I R O N DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POL L U T E D R AINS TO W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DR A I N S T O WA T E R W AYS NYLOPLASTDUCTILE IR O N DO NOT POLLUT E D R A I N S T O W A T E R W A Y S DO NOT POLLUTE DUCTIL E IRONNYLOPLAST DRAINS TO WATERWAY S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DRAINS TO W A T E R W A YS DO NOT POLL U T E DUCTILE IR O N NYLOPLAST DUCTILE I R O N DO NOT POLLU T E D R A I N S T O W A T E R W A Y S NYLOPLAST DRAINS TO WATERWAYS DO NOT POLL U T E DUCTILE IRONNYLOPLASTDRAINS TO WATE RWAYS DO NOT PO L L U T E DUCTILE IRON DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS 6 7 8 910 FELDSPAR CT. BOLD ROCK DRIVE DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYSSS SSSSSSFSWB2 A2C2 D2 E2 G2 H2 I2J2K2 F3 F2 8" PVC San. Sew 8" PVC San. Sew 8" PVC San. Sew 20' Wide San. Sew. Esmt. (Typ.) 20' Wide San. Sew. Esmt. (Typ.) 20' Wide San. Sew. Esmt. (Typ.)SANITARY SEWER PROFILESHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 05 08-31-2021 C503 12/07/2020 KAS 2039 2039 AS SHOWN NOTE: GAS LINE SHOWN FOR INFORMATIONAL PURPOSES ONLY. FINAL DESIGN, LOCATION AND DEPTH TO BE COMPLETED BY WASHINGTON GAS. PLAN VIEW 50 SCALE 29' - 15" ADS N-12 @0.52% 60' - 15" ADS N-12 @0.50% 17' - 15" ADS N-12 @0.52% 11' - 15" ADS N-12 @0.50% 44' - 15" ADS N-12 @0.50%29'- 15" ADS N-12 @11.25 % 53' - 12" ADS N-12 @0.51%25' - 12" ADS N-12 @8.00 % 10YR HGL PROPOSED GRADE EXISTING GRADEPROPOSED GRADE EXISTING GRADE 10YR HGL 10YR HGL 10YR HGL PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE GAS X-INGCOMPACT FILL AS REQUIRED IN THE SPECIFICATIONS GAS X-INGGAS X-INGGAS X-ING8" W/L X-ING8" SAN. SEW. X-ING6" FSW X-ING37' - 24" ADS N-12 @0.94% COMPACT FILL AS REQUIRED IN THE SPECIFICATIONS GAS XINGGAS XING8" SAN. SEW. X-ING8" W/L X-ING8" W/L X-ING8" SAN. SEW. X-ING18" MIN. 18" MIN. 18" MIN. 18" MIN. 18" MIN.GAS XING71' - 24" ADS N-12 @0.84% 37' - 24" ADS N-12 @0.80% 17' - 24" ADS N-12 @0.65% 47' - 24" ADS N-12 @0.63% 29' - 15" ADS N-12 @0.86%8" W/L X-INGGAS XING18" MIN. COMPACT FILL AS REQUIRED IN THE SPECIFICATIONS EXISTING GRADE PROPOSED GRADE 10YR HGL 30' - 15" ADS N-12 @0.99% 29' - 15" ADS N-12 @0.69%8" W/L X-ING8" SAN. SEW. X-INGGAS X-ING18" MIN. 10' CLASS AI RIP-RAP FOREBAY 10YR WSE = 802.99 PROPOSED GRADE EXISTING GRADE COMPACT FILL AS REQUIRED IN THE SPECIFICATIONS 10YR HGL 15' - 15" ADS N-12 @0.66% 18' - 15" ADS N-12 @0.51% 10YR WSE = 802.99 FOREBAY 10' CLASS AI RIP-RAP 8" W/L X-ING18" MIN. 68' - 24" ADS N-12 @0.59% 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 785 790 795 800 805 810 815 820 825 830 835 790 795 800 805 810 815 820 825 830 835 17 19 20 20A 21 22 23 24 25 25A 0+68.35=DI-3B - 6'INV OUT=803.40INV IN=804.15INV IN=811.300+97.45=DI-3B - 6'INV OUT=804.30INV IN=804.551+57.16=DI-3B - 6'INV OUT=804.85INV IN=805.102+78.54=NYP-18PINV OUT=805.75INV IN=806.003+48.54=NYP-18PINV OUT=811.15INV IN=811.404+73.54=NYP-18PINV OUT=824.80INV IN=825.055+13.54=NYP-15PINV OUT=825.25INV IN=825.505+37.81=NYP-15PINV OUT=825.63TOP=812.93TOP=816.52TOP=816.62TOP=818.88TOP=809.80TOP=814.76TOP=820.66TOP=828.24TOP=829.00TOP=829.000+00 0+50 810 815 820 825 830 835 810 815 820 825 830 835 29 41 0+17.42=NYP-15PINV OUT=818.84TOP=826.60TOP=823.000+00 0+50 1+00 1+50 2+00 2+50 795 800 805 810 815 820 825 830 835 795 800 805 810 815 820 825 830 835 19 27 28 35 36 1+96.16=NYP-30PINV OUT=815.03INV IN=816.23INV IN=816.23INV IN=815.282+39.96=NYP-15PINV OUT=816.45INV IN=816.702+69.28=NYP-15PINV OUT=820.00TOP=816.52TOP=819.22TOP=820.04TOP=820.04TOP=820.09TOP=820.10TOP=827.000+00 0+50 1+00 805 810 815 820 825 830 805 810 815 820 825 83035B 35C 0+00.00=NYP-30PINV OUT=815.03INV IN=815.28INV IN=816.23INV IN=816.230+53.25=NYP-15PINV OUT=815.55TOP=820.09TOP=818.80785 0+00 0+50 810 815 820 825 830 810 815 820 825 830 37 44 0+00.00=NYP-30PINV OUT=818.75INV IN=819.00INV IN=819.000+25.00=NYP-18PINV OUT=821.00TOP=822.68TOP=824.280+00.00=DI-3B - 6'INV OUT=818.25INV IN=818.75INV IN=818.75INV IN=822.6035B 35A -0+50 0+00 0+50 1+00 1+50 2+00 2+50 785 790 795 800 805 810 815 785 790 795 800 805 810 815 13 14 15 16 17 18 0+00.00= EW-1INV OUT=800.100+71.46=DI-3B - 6'INV OUT=800.70INV IN=800.951+08.85=DI-3B - 6' (SAG)INV OUT=801.25INV IN=802.081+25.56=NYP-30PINV OUT=802.19INV IN=802.451+72.82=DI-3B - 4'INV OUT=802.75INV IN=806.00INV IN=803.002+01.81=DI-3B - 4'INV OUT=806.25INV IN=806.25TOP=803.27TOP=811.92TOP=810.92TOP=810.85TOP=812.93TOP=812.930+00 - 6" LAT - (45.00')L100 - Inv=807.418" SAN. SEW XING8" SAN. SEW XING-0+50 0+00 0+50 1+00 1+50 790 795 800 805 810 815 820 790 795 800 805 810 815 820 45 45A 46 47 48 0+00.00=EW-1INV OUT=800.000+15.00=MHINV OUT=800.10INV IN=803.450+45.37=DI-3B - 6'INV OUT=803.75INV IN=808.750+74.37=DI-3B - 6'INV OUT=808.95INV IN=809.200+91.88=NYP-15PINV OUT=809.29INV IN=809.29TOP=802.25TOP=805.73TOP=813.80TOP=813.80TOP=813.200+18 - 4" LAT - (10.62')L51 - Inv=810.530+18 - 6" LAT - (30.43')L45 - Inv=810.740+00.00=DI-3B - 4'INV OUT=802.75INV IN=803.00INV IN=806.00107' - 18" A D S N - 1 2 @1.78% 50' - 18" ADS N-1 2 @1.77% 29' - 18" ADS N-12 @0.52%0+46 - 4" LAT - (17')L343 - Inv=817.230+00.00=DI-3B - 6'INV OUT=803.40INV IN=811.30INV IN=804.151+06.93=DI-3B - 4'INV OUT=813.20INV IN=813.451+56.66=DI-3B - 6'INV OUT=814.33INV IN=814.58INV IN=816.101+85.66=DI-3B - 6'INV OUT=814.73INV IN=814.9810YR HGL 121' - 15" ADS N-12 @0.54% 70' - 1 5" ADS N- 1 2 @ 7. 3 6 %60' - 15" ADS N-12 @8.50 %65' - 15" ADS N-12 @11.23 % 40' - 15" ADS N-12 @0.50% 24' - 15" ADS N-12 @0.54%4+08.54=NYP-18PINV OUT=816.50INV IN=817.500+00 - 6" LAT - (19')L96 - Inv=807.540+00 - 4" LAT - (32')L333 - Inv=821.150+60 - 4" LAT - (14')L318 - Inv=826.580+37 - 4" LAT - (23')L327 - Inv=824.830+27 - 4" LAT - (10')L315 - Inv=827.140+20 - 4" LAT - (5')L311 - Inv=827.010+11 - 4" LAT - (4')L313 - Inv=826.890+24 - 6" LAT - (7')L25 - Inv=826.94STORM SEWER PROFILESHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 08 08-09-2022 C510 12/07/2020 KAS 20-12 2039 V: 1" = 5' H: 1" = 50' NOTE: GAS LINE SHOWN FOR INFORMATIONAL PURPOSES ONLY. FINAL DESIGN, LOCATION AND DEPTH TO BE COMPLETED BY WASHINGTON GAS. 13' - 15" ADS N-12 @0.75% 27' - 15" ADS N-12 @0.55% 10YR HGL 10YR HGL PROPOSED GRADE PROPOSED GRADE EXISTING GRADE EXISTING GRADE 33' - 15 " ADS N - 1 2 @3.06 % 10YR HGL PROPOSED GRADE EXISTING GRADE 31' - 18" ADS N-12 @0.64% 38' - 18" ADS N-12 @1.05% 169' - 15" ADS N-12 @0.50% 10YR HGL PROPOSED GRADE EXISTING GRADE 58' - 18 " ADS N - 1 2 @2.61 %64' - 15" ADS N-12 @8.71 % 10YR HGL PROPOSED GRADE EXISTING GRADE 29' - 15" ADS N-12 @0.51% 12' - 15" ADS N-12 @0.84% 29' - 15" ADS N-12 @0.52% 33' - 15" ADS N-12 @0.61% FRENCH DRAIN @ 0.50% MIN (4" CORRUGATED P.E. PERFORATED PIPE) 13' - 15" ADS N-12 @0.79% COMPACT FILL AS REQUIRED IN THE SPECIFICATIONS GAS XING8" W/L XING6" FSW XING22' - 15" ADS N-12 @4.55% 29' - 15" ADSN-12 @0.52% 15' - 15" ADS N-12 @3.67%GAS X-ING10YR HGL 8" W/L X-ING6" FSW X-ING15' - 18" ADS N-12 @3.50% 28' - 18" ADS N-12 @0.60%6" FSW X-ING8" W/L X-ING6" FSW X-ING148' - 18" ADS N-12 @1.46% PROPOSED GRADE PROPOSED GRADE EXISTING GRADE EXISTING GRADE 10YR HGL INV= 835.37 (4") 59' - 18" ADS N-1 2 @1.98% PROPOSED GRADE EXISTING GRADE GASXING10YR HGL COMPACT FILL AS REQUIRED IN THE SPECIFICATIONS 18" MIN. 18" MIN. 18" MIN. 18" MIN. 18" MIN. 0+00 0+50 815 820 825 830 835 840 815 820 825 830 835 84056C56D 0+00.00=NYP-18PINV OUT=826.00INV IN=826.25INV IN=826.250+13.33=NYP-15PINV OUT=826.35INV IN=826.35TOP=829.88TOP=829.760+00 0+50 810 815 820 825 830 835 810 815 820 825 830 835 56A 57 0+00.00=NYP-18PINV OUT=821.20INV IN=821.45INV IN=821.450+27.40=NYP-15PINV OUT=821.60INV IN=821.60TOP=828.21TOP=825.00-0+50 0+00 0+50 1+00 1+50 820 825 830 835 840 845 850 820 825 830 835 840 845 850 71 81 82 82A 0+00.00=DI-3B - 4'INV OUT=833.10INV IN=836.55INV IN=833.60INV IN=836.950+29.00=DI-3B - 6'INV OUT=836.70INV IN=836.950+51.00=NYP-15PINV OUT=837.95INV IN=838.200+83.70=NYP-15PINV OUT=839.20INV IN=839.20TOP=841.85TOP=841.86TOP=841.60TOP=842.600+22 - 4" LAT - (52')Inv=840.310+33 - 6" LAT - (47')Inv=840.738" SAN. XING-0+50 0+00 0+50 815 820 825 830 835 840 845 815 820 825 830 835 840 845 71 71A 0+00.00=DI-3B - 4'INV OUT=833.10INV IN=836.95INV IN=833.60INV IN=836.550+15.00=NYP-15PINV OUT=837.50INV IN=837.50TOP=841.85TOP=841.000+15 - 4" LAT - (16')Inv=839.350+15 - 4" LAT - (28')Inv=839.430+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 825 830 835 840 845 850 855 860 825 830 835 840 845 850 855 860 84 86 87 87A 88 89 0+00.00=DI-3B - 6'INV OUT=838.75INV IN=839.00INV IN=839.000+28.40=DI-3B - 6'INV OUT=839.17INV IN=839.420+43.52=NYP-18PINV OUT=839.95INV IN=840.200+74.54=NYP-18PINV OUT=840.40INV IN=845.501+12.53=NYP-18PINV OUT=845.90INV IN=846.152+81.50=NYP-15INV OUT=847.00INV IN=847.00TOP=844.62TOP=844.62TOP=844.40TOP=849.02TOP=853.10TOP=850.401+65 - 4" LAT - (17')Inv=850.011+19 - 4" LAT - (20')Inv=849.640+95 - 4" LAT - (25')Inv=850.010+70 - 4" LAT - (18')Inv=849.214" SAN. XING-0+50 0+00 0+50 1+00 1+50 2+00 825 830 835 840 845 850 855 860 825 830 835 840 845 850 855 860 76 84 85 0+00.00=DI-3B - 6' (SAG)INV OUT=836.20INV IN=837.25INV IN=836.450+57.51=DI-3B - 6'INV OUT=838.75INV IN=839.00INV IN=839.001+21.83=NYP-15PINV OUT=844.60INV IN=844.60TOP=842.05TOP=844.62TOP=848.000+43 - 6" LAT - (4')Inv=843.72-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 790 795 800 805 810 815 820 825 830 835 840 845 790 795 800 805 810 815 820 825 830 835 840 845 28 29 30 31 32 32A 32B 32C 0+00.00=DI-3B - 6'INV OUT=814.33INV IN=816.10INV IN=814.583+17.95=DI-3B - 6'INV IN=830.253+47.35=DI-3B - 6'INV OUT=830.40INV IN=830.653+59.94=NYP-24PINV OUT=830.75INV IN=831.70INV IN=831.004+00.71=NYP-24PINV OUT=832.20INV IN=832.554+33.55=NYP-15PINV OUT=832.75INV IN=832.75TOP=820.04TOP=826.60TOP=835.20TOP=835.44TOP=835.10TOP=835.86TOP=836.03TOP=837.620+84 - 4" LAT - (21')Inv=820.250+46 - 4" LAT - (13')Inv=819.291+60 - 6" LAT - (11')Inv=830.710+97 - 4" LAT - (12')Inv=828.890+73 - 4" LAT - (18')Inv=828.530+54 - 4" LAT - (33')Inv=827.890+12 - 6" LAT - (33')Inv=833.400+29 - 4" LAT - (6')Inv=833.800+07 - 4" LAT - (6')Inv=833.720+28 - 4" LAT - (12')Inv=833.920+33 - 4" LAT - (6')Inv=833.938" SAN. XING4" SAN. XING1+47.67=DI-3B - 6'INV OUT=818.25INV IN=822.60INV IN=818.75INV IN=818.75INV IN=835.21 (4")-0+50 0+00 0+50 1+00 820 825 830 835 840 845 850 820 825 830 835 840 845 850 73 73A 0+00.00=DI-3B - 6'INV OUT=829.95INV IN=834.10INV IN=834.410+58.51=DI-3C - 6'INV OUT=835.26INV IN=835.26TOP=842.81TOP=842.38-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 805 810 815 820 825 830 835 840 845 850 855 805 810 815 820 825 830 835 840 845 850 855 68' - 1 5 " ADS N - 1 2 @3.7 3 %17'- 15" ADS N-12 @8.41 %51' - 15" ADS N-12 @9.22 %35'- 15" ADS N-12 @8.51 %53' - 15" ADS N-12 @9.00 % 40' - 15" ADS N-12 @0.50% 42' - 15 " ADS N - 1 2 @2.79 % 35B 37 37A 38 39 40 40A 40B 0+00.00=NYP-30PINV OUT=815.03INV IN=816.23INV IN=815.28INV IN=816.230+67.61=NYP-30PINV OUT=818.75INV IN=819.00INV IN=819.000+84.61=NYP-18PINV OUT=820.43INV IN=824.001+35.61=NYP-18PINV OUT=828.70INV IN=832.001+70.85=NYP-18PINV OUT=835.00INV IN=836.252+24.20=NYP-15PINV OUT=841.05INV IN=841.302+64.20=NYP-15PINV OUT=841.50INV IN=841.753+06.20=NYP-15PINV OUT=842.92TOP=820.09TOP=822.68TOP=827.36TOP=835.35TOP=839.80TOP=845.00TOP=845.00TOP=846.170+33 - 4" LAT - (34')Inv=843.320+31 - 4" LAT - (7')Inv=843.110+07 - 4" LAT - (16')Inv=843.870+39 - 4" LAT - (9')Inv=844.260+14 - 4" LAT - (8')Inv=843.37PROPOSED GRADE EXISTING GRADE 10YR HGL PROPOSED GRADE INV OUT=829.003+71.92=NYP-24PINV OUT=831.80INV IN=832.05170' - 1 5 " A D S N - 1 2 @ 3 . 7 6 % 18" MIN.8" W/L X-INGSTORM SEWER PROFILESHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 11 03-22-2023 C511 12/07/2020 KAS 20-12 2039 V: 1" = 5' H: 1" = 50' NOTE: GAS LINE SHOWN FOR INFORMATIONAL PURPOSES ONLY. FINAL DESIGN, LOCATION AND DEPTH TO BE COMPLETED BY WASHINGTON GAS. 73' - 15" ADS N-12 @0.61% 98' - 15" ADS N-12 @0.51% 29' - 15 " ADS N - 1 2 @3.1 0 % 49' - 15 " ADS N - 1 2 @2.95 % 28' - 15" ADS N-12 @0.55% 63' - 15" ADS N-12 @0.55% 6' - 15" ADS N-12 @0.83% 44' - 15" ADS N- 1 2 @2.25% 37' - 15" ADS N-1 2 @2.00% 10YR HGL PROPOSED GRADE EXISTING GRADE 10YR HGL PROPOSED GRADE EXISTING GRADE COMPACT FILL AS REQUIRED IN THE SPECIFICATIONS GAS X-ING8" W/L X-ING8" W/L X-ING6" FSW X-ING29' - 15" ADS N-12 @ 0.52% 20' - 15" ADS N-12 @ 0.75% 35' - 15" ADS N-12 @ 2.93% 10' CLASS AI RIP-RAP 35.97' - ABT, Inc POLYDRAIN @ 0.6% W/ DUCTILE IRON GRATE (H20/ADA/HEEL PROOF) CHANNEL No. 0.150 - 050 2' - 4" SDR-35 @2.40% 10YR HGL 10YR HGL EXISTING GRADE EXISTING GRADE PROPOSED GRADE PROPOSED GRADE 51' - 30" ADS N-12 @0.50% 29' - 24" ADS N-12 @1.05% 99' - 24" ADS N - 1 2 @1.21% 42' - 24" ADS N-12 @1.55% 29' - 24" ADS N-12 @1.72% 31' - 24" ADS N-12 @1.63% 130' - 24" ADS N-12 @0.50% 87' - 24" ADS N-12 @0.52% 45' - 18" ADS N-12 @0.51% 53' - 18" ADS N-12 @0.51%GAS X-ING8" W/L X-INGGAS X-INGPROPOSED GRADE EXISTING GRADE 10YR HGL COMPACT FILL AS REQUIRED IN THE SPECIFICATIONS 10' CLASS AI RIP-RAP 28' - 24" ADS N-12 @0.72% 29' - 24" ADS N-12 @0.52% 42' - 18" ADS N-1 2 @2.00%25' - 15" ADS N-12 @10.00 % 117' - 15" AD S N - 1 2 @ 1 . 6 3 % 20' - 15" ADS N-12 @0.50% 12' - 15" ADS N-12 @0.85% 40' - 1 5 " ADS N - 1 2 @4.13 % 8' - 15" ADS N-12 @10.14% 18' - 1 5 " ADS N - 1 2 @4.23 % PROPOSED GRADE EXISTING GRADE 10YR HGL COMPACT FILL AS REQUIRED IN THE SPECIFICATIONS 10' CLASS AI RIP-RAP 8" W/L X-ING18" MIN. 18" MIN. 18" MIN. 18" MIN. 18" MIN. 47' - 15" ADS N-12 @0.50%GAS X-ING18" MIN. COMPACT FILL AS REQUIRED IN THE SPECIFICATIONS 8" W/L X-ING29' - 15" ADS N-12 @0.50% 25' - 15" ADS N-1 2 @1.98% 10YR WSE = 802.99 10' CLASS AI RIP-RAP 10YR WSE = 802.99 18' - 15" ADS N-12 @0.56% 13' - 15" ADS N-12 @0.77% -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 790 795 800 805 810 815 820 825 830 790 795 800 805 810 815 820 825 83055 59 60 61 61A 61B 2+00.42=NYP-15PINV OUT=817.05INV IN=817.302+49.64=NYP-15PINV OUT=818.75INV IN=819.002+77.61=TIE TO PIPE WITH INSERTA TEE3+40.90=NYP-15PINV OUT=819.50INV IN=819.50TOP=820.09TOP=820.60TOP=821.09TOP=820.72TOP=822.52TOP=822.900+29 - 4" LAT - (6')Inv=818.430+49 - 4" LAT - (8')Inv=820.110+10 - 4" LAT - (10')Inv=821.090+60 - 4" LAT - (9')Inv=820.840+51 - 4" LAT - (13')Inv=821.210+32 - 4" LAT - (14')Inv=820.980+19 - 4" LAT - (15')Inv=821.120+04 - 4" LAT - (9')Inv=821.114" SAN. XING4" SAN. XING4" SAN. XING4" SAN. XING0+00.00=TEE TO PIPE WITH INSERTA TEE-0+50 0+00 0+50 800 805 810 815 820 825 830 800 805 810 815 820 825 830 61C INV OUT=819.15INV IN=819.15INV IN=819.150+06.00=NYP-15PINV OUT=819.20INV IN=819.20TOP=822.600+00 0+50 1+00 1+50 790 795 800 805 810 815 820 825 790 795 800 805 810 815 820 825 109A 109 110 111 0+00.00= ES-1INV OUT=800.000+44.48= MH-1INV OUT=801.00INV IN=806.501+17.73=DI-3C - 6'INV OUT=814.00INV IN=814.00TOP=801.25TOP=810.00TOP=817.94TOP=817.970+00 0+50 1+00 820 825 830 835 840 845 850 820 825 830 835 840 845 850 69 79 80 80A 0+00.00=DI-3B - 6'INV OUT=831.50INV IN=834.10INV IN=831.750+28.99=DI-3B - 6'INV OUT=834.25INV IN=834.500+48.99=NYP-18PINV OUT=834.65INV IN=834.900+83.50=NYP-15PINV OUT=835.91INV IN=837.80TOP=839.44TOP=839.44TOP=838.30TOP=839.318" SAN. XING0+18 - 6" LAT - (39')Inv=837.980+00 - 6" LAT - (87')Inv=838.650+00 - 8" LAT - (34')Inv=835.98810 815 810 815 0+00.00=DI-3B - 6'INV OUT=813.45INV IN=813.700+73.24=DI-3B - 6'INV OUT=814.15INV IN=814.401+71.42=DI-3B - 6'INV OUT=814.90INV IN=816.150+50 - 6" LAT - (27')Inv=816.070+72 - 6" LAT - (19')Inv=816.460+85.16=CHANNEL No. 150 INV. = 837.841+21.13=CHANNEL No. 50 INV. = 838.06INV OUT=837.84INV IN=837.8480B 80C TOP=839.15TOP=839.15-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 805 810 815 820 825 830 835 840 845 850 805 810 815 820 825 830 835 840 845 850 63 64 65 66 67 68 69 70 71 72 0+00.00= ES-1INV OUT=817.000+51.20=DI-3B - 8'INV OUT=817.26INV IN=821.350+80.20=DI-3B - 8'INV OUT=821.65INV IN=821.901+79.61=NYP-30PINV OUT=823.10INV IN=825.002+21.61=NYP-24PINV OUT=825.65INV IN=827.652+50.64=NYP-24PINV OUT=828.15INV IN=831.002+81.23=DI-3B - 6'INV OUT=831.50INV IN=831.75INV IN=834.104+10.83=DI-3B - 4'INV OUT=832.40INV IN=832.654+97.44=DI-3B - 4'INV OUT=833.10INV IN=833.60INV IN=836.55INV IN=836.955+95.12=DI-3B - 4'INV OUT=834.10INV IN=837.75TOP=819.50TOP=826.36TOP=826.38TOP=832.68TOP=833.05TOP=837.93TOP=839.44TOP=841.40TOP=841.85TOP=842.350+41 - 6" LAT - (6.19')Inv=824.610+05 - 4" LAT - (15.99')Inv=834.810+26 - 6" LAT - (8.27')Inv=835.200+39 - 6" LAT - (60.11')Inv=838.078" SAN. XING5+42.46= PIPE TO BE CONNECTED WITH INSERTA TEE-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 800 805 810 815 820 825 830 835 840 845 800 805 810 815 820 825 830 835 840 845 53 54 55 56 58AA 56A 56B 56C 56E 56F 56G 0+00.00= ES-1INV OUT=812.000+98.62=NYP-18PINV OUT=815.71INV IN=816.50INV IN=816.501+24.11=NYP-15PINV OUT=819.05INV IN=819.302+40.85=NYP-18PINV OUT=821.20INV IN=821.45INV IN=821.452+60.91=NYP-18PINV OUT=821.55INV IN=825.902+72.59=NYP-18PINV OUT=826.00INV IN=826.25INV IN=826.253+12.52=NYP-18PINV OUT=827.90INV IN=828.153+20.90=NYP-18PINV OUT=829.00INV IN=830.603+38.62=NYP-15PINV OUT=831.35INV IN=831.35TOP=813.50TOP=820.09TOP=820.09TOP=820.55TOP=822.71TOP=828.21TOP=829.38TOP=829.88TOP=831.57TOP=834.00TOP=834.750+27.75=DI-3B - 6'INV OUT=812.20INV IN=813.300+56.75=DI-3B - 6'INV OUT=813.45INV IN=814.87INV IN=813.70INV IN=814.87-0+50 0+00 0+50 1+00 1+50 795 800 805 810 815 820 825 795 800 805 810 815 820 825 49 50 51 52 TOP=814.68TOP=814.68TOP=813.950+25 - 8" LAT - (16.74')L344 - Inv=811.690+25 - 6" LAT - (25.55')L60 - Inv=811.690+00.00= ES-1INV OUT=805.120+47.00=DI-3B - 6'INV OUT=805.36INV IN=809.660+76.00=DI-3B - 6'INV OUT=809.80INV IN=810.051+01.31=NYP-15PINV OUT=810.5572 83A 83 6+08.12=NYP-18PINV OUT=837.85INV IN=838.106+26.01=NYP-15PINV OUT=838.20INV IN=838.20TOP=842.35TOP=841.900+18 - 4" LAT - (16')Inv=840.080+13 - 4" LAT - (28')Inv=840.357+00TOP=841.60GAS XING18" MIN. COMPACT FILL AS REQUIRED IN THE SPECIFICATIONS 36' - 15 " ADS N - 1 2 @2.80 %0+80.23=DI-3C - 6'INV OUT=807.50INV IN=813.256" FSW X-INGSTORM SEWER PROFILESHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 08 08-09-2022 C512 12/07/2020 KAS 20-12 2039 V: 1" = 5' H: 1" = 50' NOTE: GAS LINE SHOWN FOR INFORMATIONAL PURPOSES ONLY. FINAL DESIGN, LOCATION AND DEPTH TO BE COMPLETED BY WASHINGTON GAS. 60' - 15" ADS N-12 @1.65% 64' - 15" ADS N-12 @0.55% 16' - 15" ADS N-12 @0.61% 10YR HGL EXISTING GRADE PROPOSED GRADE 17'- 15" ADS N- 1 2 @4.20 % 44' - 36" ADS N-12 @1.02% 45' - 24 " CMP @3.1 5 % 10YR HGL EXISTING GRADE PROPOSED GRADE 39' - 18" ADS N-12 @0.51% 49' - 18 " ADS N - 1 2 @2.77 % 99' - 18 " A D S N - 1 2 @3.4 5 % 63' - 18" ADS N-12 @1.03% 60' - 15" ADS N-12 @0.50% 37' - 15" ADS N-12 @0.55% 64' - 15" ADS N-12 @0.79% 35' - 15" ADS N-12 @0.72% 65' - 15" ADS N-12 @0.61% 10YR HGL EXISTING GRADE PROPOSED GRADE 98' - 1 5 " ADS N - 1 2 @4.41 % 48' - 4" PVC @1.81% FRENCH DRAIN (4" CORRUGATED P.E. PERFORATED PIPE) 27' - 15" ADS N-12 @0.60% 48' - 4" ADS N-12 @1.08% 9' - 15" ADS N-12 @3.77% 10YR HGL PROPOSED GRADE EXISTING GRADE PROPOSED GRADE 10YR HGL COMPACT FILL AS REQUIRED IN THE SPECIFICATIONS COMPACT FILL AS REQUIRED IN THE SPECIFICATIONS COMPACT FILL AS REQUIRED IN THE SPECIFICATIONS EXISTING GRADE12'- 15" ADS N-12 @9.91 % COMPACT FILL AS REQUIRED IN THE SPECIFICATIONS PROPOSED GRADE EXISTING GRADE 10YR HGL GAS X-ING6" FSW X-ING8" W/L X-ING10' CLASS AI RIP-RAP 17' CLASS I RIP-RAP 40' - 15" ADS N-12 @0.51% EXISTING GRADE PROPOSED GRADE 10YR HGL 53' - 18" ADS N-12 @1.00% 38'- 18" CMP @5.1 9 % PROPOSED GRADE EXISTING GRADE 10YR WSE = 802.99 10' CLASS AI RIP-RAP COMPACT FILL AS REQUIRED IN THE SPECIFICATIONS EXISTING PIPE TO REMAIN 18" MIN. 18" MIN. -0+50 0+00 0+50 1+00 1+50 2+00 790 795 800 805 810 815 790 795 800 805 810 815 10 11 12 12A 0+00.00= ES-1INV OUT=802.560+59.94=DI-3C - 6'INV OUT=803.55INV IN=803.80INV IN=803.801+23.94=DI-3C - 6'INV OUT=804.15INV IN=804.401+40.41=DI-3B - 6'INV OUT=804.50INV IN=804.50TOP=803.81TOP=808.42TOP=808.42TOP=808.50-0+50 0+00 0+50 790 795 800 805 810 815 790 795 800 805 810 815 11 11A 0+00.00=DI-3C - 6'INV OUT=803.55INV IN=803.80INV IN=803.800+16.67=DI-3B - 8'INV OUT=804.50INV IN=804.50TOP=808.42TOP=808.480+00 0+50 1+00 790 795 800 805 810 815 820 790 795 800 805 810 815 820 127 EX 1 EX 2 0+00.00= ES-1INV OUT=802.700+44.27= MH-1INV OUT=803.15INV IN=805.160+89.73=DI-1INV OUT=806.59INV IN=806.59TOP=805.70TOP=813.03TOP=810.52-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 820 825 830 835 840 845 850 855 860 820 825 830 835 840 845 850 855 860 92 93 94 95 96A 96 97 98 99 100 0+00.00= ES-1INV OUT=836.900+39.25=NYP-18PINV OUT=837.10INV IN=837.350+87.92=NYP-18PINV OUT=838.70INV IN=840.201+86.48=NYP-18PINV OUT=843.60INV IN=843.852+49.59=NYP-18PINV OUT=844.50INV IN=844.753+09.59=NYP-15PINV OUT=845.05INV IN=845.303+46.10=NYP-15PINV OUT=845.50INV IN=845.754+09.67=NYP-15PINV OUT=846.25INV IN=846.504+44.58=NYP-15PINV OUT=846.75INV IN=847.005+09.91=NYP-15PINV OUT=847.40INV IN=847.40TOP=838.40TOP=841.02TOP=843.90TOP=847.55TOP=849.81TOP=849.80TOP=851.00TOP=851.60TOP=851.60TOP=850.800+34 - 4" LAT - (36')Inv=841.610+29 - 4" LAT - (33')Inv=842.380+87 - 4" LAT - (29')Inv=846.210+72 - 4" LAT - (16')Inv=846.580+47 - 4" LAT - (16')Inv=845.990+13 - 4" LAT - (51')Inv=846.610+60 - 4" LAT - (15')Inv=847.730+28 - 4" LAT - (21')Inv=848.490+48 - 4" LAT - (15')Inv=848.590+23 - 4" LAT - (17')Inv=848.560+29 - 4" LAT - (19')Inv=849.810+06 - 4" LAT - (11')Inv=848.590+65 - 4" LAT - (8')Inv=848.740+24 - 4" LAT - (38')Inv=850.07-0+50 0+00 0+50 1+00 1+50 2+00 2+50 815 820 825 830 835 840 845 850 815 820 825 830 835 840 845 850 77 77C 77D 0+00.00=DI-3B - 6' (SAG)INV OUT=836.60INV IN=837.45INV IN=836.850+30.85=BENDINV OUT=838.81INV IN=838.810+63.65=BENDINV OUT=840.25INV IN=840.250+89.81=CROSSINV OUT=841.40INV IN=841.400+97.48=NYP-15PINV OUT=841.74INV IN=844.481+45.64=CLEANOUTINV OUT=845.35INV IN=845.35TOP=842.05TOP=846.020+17 - 4" LAT - (29')Inv=843.440+26 - 6" LAT - (53')Inv=843.556" SAN. XING33 33A 33B 33C 0+39.51=NYP-15PINV OUT=831.20INV IN=831.45INV IN=834.961+23.30=CLEANOUTINV OUT=835.48INV IN=835.48TOP=835.05TOP=835.63TOP=836.150+17 - 6" LAT - (28')Inv=832.710+27 - 6" LAT - (51')Inv=833.50TOP=845.14-0+50 0+00 0+50 1+00 820 825 830 835 840 845 820 825 830 835 840 845 71B INV OUT=833.83INV IN=834.08INV IN=833.830+12.30=NYP-15PINV OUT=835.30INV IN=835.30TOP=841.600+12 - 4" LAT - (9')Inv=840.040+00.00=TEE TO PIPE WITH INSERTA TEE0+75.14=NYP-15PINV OUT=831.9532 0+00.00=NYP-24PINV OUT=830.75INV IN=831.00INV IN=831.70TOP=835.10-0+50 0+00 0+50 1+00 1+50 2+00 810 815 820 825 830 835 840 810 815 820 825 830 835 840 0+66.13=CROSS-0+50 0+00 0+50 1+00 1+50 790 795 800 805 810 815 790 795 800 805 810 815 128 EX 20 EX 21 0+00.00= ES-1INV OUT=800.000+53.47= MH-1INV OUT=800.53INV IN=803.540+91.74=DI-1INV OUT=805.53INV IN=805.53TOP=801.50TOP=808.33TOP=807.3310' CLASS AI RIP-RAP 10YR WSE = 804.77 10YR WSE = 804.77 INV OUT=831.61INV IN=831.61STORM SEWER PROFILESHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 09 12-07-2022 C513 12/07/2020 KAS 20-12 2039 V: 1" = 5' H: 1" = 50' NOTE: GAS LINE SHOWN FOR INFORMATIONAL PURPOSES ONLY. FINAL DESIGN, LOCATION AND DEPTH TO BE COMPLETED BY WASHINGTON GAS. 7' - 15" ADS N-12 @0.71% 28' - 15" ADS N-12 @0.54% 34' - 15" ADS N-12 @0.59% FRENCH DRAIN @ 0.50% MIN (4" CORRUGATED P.E. PERFORATED PIPE) PROPOSED GRADE EXISTING GRADE 10YR HGL 6" FSW XING8" W/L X-ING29' - 15" ADS N-12 @0.52% 15' - 15" ADS N-12 @0.67% INV= 825.33 (4") 60' - 18" ADS N-12 @1.00% 10' CLASS AI RIP-RAP EXISTING GRADE PROPOSED GRADE 10YR HGL 0+00.00 = DI-3B - 6'INV OUT = 826.50INV IN = 826.75INV IN = 826.750+28.02 = DI-3B - 8'INV OUT = 827.50INV IN = 827.50TOP = 831.54TOP = 831.560+00.00 = DI-3B - 4'INV OUT = 833.00INV IN = 833.25INV IN = 833.250+28.00 = DI-3B - 6'INV OUT = 833.50INV IN = 833.50TOP = 837.54TOP = 837.5428' - 15" ADS N-12 @ 2.68% 10YR HGL 10YR HGL PROPOSED GRADE PROPOSED GRADE EXISTING GRADE EXISTING GRADE 28' - 15" ADS N-12 @ 0.89% 18' - 18 " ADS N - 1 2 @2.50 % 54' - 18" ADS N-12 @0.55% 24' - 18" ADS N-12 @0.62% 29' - 18" ADS N-12 @0.52%41' - 15" ADS N-12 @8.41 % 28' - 15" ADS N-1 2 @1.96%8" W/L X-ING6" FSW X-INGGASX-ING8" W/L X-ING6" FSW X-ING30' - 18" ADS N-12 @ 2.80%GAS X-INGPROPOSED GRADE EXISTING GRADE 10YR HGL 18" MIN. 18" MIN.18" MIN. 18" MIN. 18" MIN. 100' - 36" CMP @0.50% PROPOSED GRADE EXISTING GRADE 10' CLASS I RIP-RAP SWM 10YR WSE = 803.19 -0+50 0+00 0+50 1+00 1+50 2+00 795 800 805 810 815 820 825 830 835 795 800 805 810 815 820 825 830 835 29 42 43 43A 43B 43C 0+51.07=NYP-15PINV OUT=822.00INV IN=822.250+78.86=NYP-15PINV OUT=822.40INV IN=822.601+12.71=NYP-15PINV OUT=822.80TOP=826.60TOP=826.60TOP=826.19TOP=825.98TOP=826.20TOP=826.200+07 - 4" LAT - (33')Inv=823.840+28 - 4" LAT - (5')Inv=823.750+06 - 4" LAT - (5')Inv=823.670+34 - 4" LAT - (6')L8 - Inv=823.980+28 - 4" LAT - (3')Inv=823.778" SAN. XING4" SAN. XING0+00.00=DI-3B - 6'INV OUT=818.25INV IN=818.75INV IN=818.75INV IN=822.600+29.00=DI-3B - 6'INV OUT=818.90INV IN=819.150+44.02=NYP-15PINV OUT=819.25INV IN=821.95INV IN=825.16 (4")INV IN=825.02 (4")-0+50 0+00 0+50 1+00 805 810 815 820 825 830 805 810 815 820 825 830 200 201 0+00.00= ES-1INV OUT=819.200+59.76=DI-1INV OUT=819.80INV IN=819.80TOP=819.20TOP=823.508" SAN. XING-0+50 0+00 0+50 815 820 825 830 835 840 815 820 825 830 835 840 103 107 820 825 830 835 840 845 820 825 830 835 840 845 104 108 -0+50 0+00 0+50 -1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 805 810 815 820 825 830 835 840 845 850 855 805 810 815 820 825 830 835 840 845 850 855 56 73B 73 74 75 76 77 77A 77B TOP=820.55TOP=824.00TOP=828.66TOP=835.94TOP=842.81TOP=842.85TOP=841.75TOP=842.05TOP=842.05TOP=843.96TOP=844.500+30 - 6" LAT - (13.31')Inv=837.290+28 - 6" LAT - (56.47')Inv=842.916" SAN XING0+00.00=NYP-18PINV OUT=815.71INV IN=816.50INV IN=816.500+27.87=NYP-18PINV OUT=817.20INV IN=820.010+55.87=NYP-18PINV OUT=820.710+99.87=NYP-18PINV IN=829.501+47.82=DI-3B - 4'INV OUT=835.25INV IN=835.502+02.27=NYP-18PINV OUT=835.80INV IN=836.052+26.40=DI-3B - 6' (SAG)INV OUT=836.20INV IN=836.45INV IN=837.252+55.40=DI-3B - 6' (SAG)INV OUT=836.60INV IN=836.85INV IN=837.452+96.40=NYP-15PINV OUT=840.30INV IN=840.553+24.40=NYP-15PINV OUT=841.10INV IN=841.109+50 10+00 10+50 11+00 11+50 790 795 800 805 810 815 790 795 800 805 810 81549B 49A 10+00.00= ES-1INV OUT=802.80INV IN=802.8010+99.68=EW-1INV OUT=802.30TOP=805.80TOP=806.6310YR WSE = 810.21 28' - 18" ADS N - 1 2 @2.50 % 28' - 18" ADS N - 1 2 @2.50 % 44' - 18" ADS N-1 2 @1.98% 56 73B 73C 73D INV OUT=825.94TOP=820.55TOP=824.00INV IN=825.071+17.87=DI-3B - 6'INV OUT=829.95INV IN=834.41INV IN=834.10805 810 815 820 825 830 835 840 845 805 810 815 820 825 830 835 840 845 104' - 1 5" A D S N- 1 2 @6.0 3 % 61' - 1 5 " ADS N - 1 2 @4.53 % 28' - 15" ADS N-12 @0.89% 102A 102 103 104 105 106 00+00.00=MH-1INV SUMP=819.00INV IN=823.1500+17.29=MH-1INV OUT=823.60INV IN=826.25INV IN=825.5800+39.16=DI-3B - 6'INV OUT=826.50INV IN=826.75INV IN=826.7501+42.77=DI-3B - 4'INV OUT=833.00INV IN=833.25INV IN=833.2502+03.51=DI-3B - 6'INV OUT=836.00INV IN=836.2502+31.51=DI-3B - 6'INV OUT=836.50INV IN=836.50TOP=830.40TOP=830.40TOP=831.54TOP=837.54TOP=840.58TOP=840.58INV OUT=821.75 (15" MANIFOLD)INV OUT=821.01 (24" ISOLATOR)PROPOSED GRADE EXISTING GRADE 10YR HGL -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 22' - 15" ADS N-12 @ 1.14% 16' - 15" ADS N-12 @ 2.80% 9+50 10+00 10+50 11+00 11+50 810 815 820 825 830 835 840 845 810 815 820 825 830 835 840 845 64' - 1 2" SDR 3 5/ 2 6 @5.9 5 % 101A 101 10+00.00= EW-1INV OUT=831.1310+63.75= BEND10+83.61= CLEANOUTINV OUT=836.10INV IN=836.10TOP=833.38TOP=839.230+46 - 6" LAT - (39')L174 - Inv=836.42EXISTING GRADE 10' CLASS AI RIP-RAP COMPACT FILL AS REQUIRED IN THE SPECIFICATIONS PROPOSED GRADE 10YR HGL 10+92.66= DOWNSPOUTINV OUT=836.907' - 6" SDR 35/26 @6.47% 2' - 12" SDR 35/26 @5.95%BLDGGAS X-ING18" MIN. 20' - 12" SDR 35/26 @5.95%10+85.76= 12"x6" REDUCERINV OUT=836.23INV IN=836.48STORM SEWER PROFILESHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 10 03-16-2023 C514 12/07/2020 KAS 20-12 2039 V: 1" = 5' H: 1" = 50' NOTE: GAS LINE SHOWN FOR INFORMATIONAL PURPOSES ONLY. FINAL DESIGN, LOCATION AND DEPTH TO BE COMPLETED BY WASHINGTON GAS. 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664STORM SEWER CALCULATIONSHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIARev. No.Date 08 08-09-2022 N/A C515 12/07/2020 KAS 20-12 203910 YR FLOW = 52.5 CFS 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664STORM SEWER CALCULATIONSHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIARev. No.Date 08 08-09-2022 N/A C516 12/07/2020 KAS 20-12 2039 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664STORM SEWER CALCULATIONSHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIARev. No.Date 08 08-09-2022 N/A C517 12/07/2020 KAS 20-12 2039 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664STORM CHANNEL COMPUTATIONSHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIARev. No.Date 05 08-31-2021 N/A C518 12/07/2020 KAS 20-12 2039 CHANNEL SECTION "H" NOT TO SCALE PEAK FLOW DEPTH VELOCITY 2 YR STORM EVENT:1.37 CFS --1.49 FPS 10 YR STORM EVENT:2.57 CFS 0.33'-- CHANNEL SLOPE 4.0% n=0.05 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE CHANNEL SECTION "L" NOT TO SCALE 3.5:1 3:1 5.0' PEAK FLOW DEPTH VELOCITY 2 YR STORM EVENT:12.96 CFS --3.14 FPS 10 YR STORM EVENT:25.17 CFS 0.84'-- CHANNEL SLOPE 1.7% n=0.035 (sides) & 0.04 (bottom) CHANNEL SECTION "I" PEAK FLOW DEPTH VELOCITY 2 YR STORM EVENT:2.74 CFS --2.58 FPS 10 YR STORM EVENT:7.31 CFS 0.58'-- CHANNEL SLOPE 1.13% n=0.035 CHANNEL SECTION "M" PEAK FLOW DEPTH VELOCITY 2 YR STORM EVENT:13.34 CFS --2.98 FPS 10 YR STORM EVENT:25.94 CFS 0.86'-- CHANNEL SLOPE 1.5% n=0.035 (sides) & 0.04 (bottom) PEAK FLOW DEPTH VELOCITY 2 YR STORM EVENT:2.84 CFS --2.94 FPS 10 YR STORM EVENT:7.61 CFS 0.54'-- CHANNEL SLOPE 3.65% n=0.037 CHANNEL SECTION "J" PEAK FLOW DEPTH VELOCITY 2 YR STORM EVENT:16.95 CFS --3.39 FPS 10 YR STORM EVENT:32.20 CFS 0.85'-- CHANNEL SLOPE 2.0% n=0.035 (sides) & 0.04 (bottom) PEAK FLOW DEPTH VELOCITY 2 YR STORM EVENT:10.99 CFS --3.52 FPS 10 YR STORM EVENT:21.66 CFS 0.58'-- CHANNEL SLOPE 3.5% n=0.035 (sides) & 0.04 (bottom) NOTES: 1.NORTH AMERICAN GREEN EROSION CONTROL MATERIALS DESIGN SOFTWARE WAS USED TO GENERATE COMPUTATION FOR CHANNELS WITH SPECIAL LINING. 2.FHWA HYDRAULIC TOOLBOX 4.2 SOFTWARE USED TO GENERATE CHANNEL COMPUTATIONS. CHANNEL SECTION "N" CHANNEL SECTION "K" 3 : 1 15:112:1 10 YR WSE EXISTING CHANNEL/SWALE 3:1 3:1 2.0' 10 YR WSE TRAPEZOID SWALE GRASS COVER 3:1 3:1 2.0'1.0'10 YR WSE TRAPEZOID SWALE GRASS COVER WITH NA GREEN SC150 LINING OR APPROVED EQUAL 3.0'3.0' TRAPEZOID SWALE GRASS COVER PARABOLIC LOW FLOW CHANNEL (RECIRCULATING) WITH RIVER COBBLE MIX (SEE LANDSCAPE SHEETS FOR MIX) ASSUME LOW FLOW CHANNEL IS FULL (NO VOLUME) 10:1 3.5:1 5.0'0.70'TRAPEZOID SWALE GRASS COVER WITH NA GREEN SC150 LINING OR APPROVED EQUAL PARABOLIC LOW FLOW CHANNEL (RECIRCULATING) WITH RIVER COBBLE MIX (SEE LANDSCAPE SHEETS FOR MIX) ASSUME LOW FLOW CHANNEL IS FULL (NO VOLUME) 7.0'2.5' 10 YR WSE 10 YR WSE 3.5:1 5.0' TRAPEZOID SWALE GRASS COVER PARABOLIC LOW FLOW CHANNEL (RECIRCULATING) WITH RIVER COBBLE MIX (SEE LANDSCAPE SHEETS FOR MIX) ASSUME LOW FLOW CHANNEL IS FULL (NO VOLUME) 10 YR WSE 4:1 5:1 5.0' TRAPEZOID SWALE GRASS COVER PARABOLIC LOW FLOW CHANNEL (RECIRCULATING) WITH RIVER COBBLE MIX (SEE LANDSCAPE SHEETS FOR MIX) ASSUME LOW FLOW CHANNEL IS FULL (NO VOLUME) 10 YR WSE 5:1 TRAPEZOID SWALE GRASS COVER WITH NA GREEN SC150 LINING OR APPROVED EQUAL ON 3:1 SLOPES 3.0'1.0' 9+50 10+00 10+50 11+00 11+50 12+00 785 790 795 800 805 810 815 820 785 790 795 800 805 810 815 820 9+50 10+00 10+50 11+00 11+50 12+00 12+50 785 790 795 800 805 810 815 820 785 790 795 800 805 810 815 820 10+00 = 36+05.6 W/L"B" / 11+96.2 W/L"D"8"x8" TEE, 3-8" G.V.EX. GRADE @ PIPE C/L PROP. GRADE @ PIPE C/L 1.5' MIN.10+00.0 = APPROX LOCATIONEX 6" W/L CONNECTION8"x6" REDUCER, 8" G.V.11+96.2 =36+05.6 W/L"B" / 10+00 W/L"C"8"x8" TEE3-8" G.V.8" CL 5 2 DI P EX W/L ELEVATION ESTIMATED. CONTRACTOR TO FIELD VERIFY PRIOR TO START OF CONSTRUCTION 3' MIN. 3' MIN.11+60.8 = 12+88.4 W/L"A" / 10+00 W/L"B"8"x8" TEE3-8" G.V.COMPACT FILL AS REQUIRED IN THE SPECIFICATIONS 8" C L 5 2 D I P COMPACT FILL AS REQUIRED IN THE SPECIFICATIONS EX. GRADE @ PIPE C/L PROP. GRADE @ PIPE C/L 8" C L 5 2 DI P 10+00 = 18+03.4 W/L"B"8"x8" CROSS, 4-8" G.V.,22.5° VERT. BEND3' MIN.8" CL 52 D IP 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 785 790 795 800 805 810 815 820 825 830 835 840 845 850 11+87.2 = 8"X8" TEE, 8" G.V.,8"X6" REDUCER, FH ASSEMBLY10+00 = 12+88.4 W/L"A" / 11+60.8 W/L"C"8"x8" TEE3-8" G.V.13+74.2 = 8"X8" TEE, 8" G.V.,8"X6" REDUCER, FH ASSEMBLY18+03.4 = 10+00 W/L"F"8"x8" TEE3-8" G.V.18+57.3 = 8"X8" TEE, 8" G.V.,8"X6" REDUCER, FH ASSEMBLY19+92.6 = 8"X8" TEE, 8" G.V.,8"X6" REDUCER, FH ASSEMBLY22+72.7 = 8"X8" TEE, 8" G.V.,8"X6" REDUCER, FH ASSEMBLY24+61.7 = 8"X8" TEE, 8" G.V.,8"X6" REDUCER, FH ASSEMBLYPROP. GRADE @ PIPE C/L PROP. GRADE @ PIPE C/L EX. GRADE @ PIPE C/L EX. GRADE @ PIPE C/L COMPACT FILL AS REQUIRED IN THE SPECIFICATIONS COMPACT FILL AS REQUIRED IN THE SPECIFICATIONS 3' MIN. 3' MIN. 1.5' MIN. 1.5' MIN. 1.5' MIN. 1.5' MIN. 1.5' MIN. 8" CL 52 D I P 8" CL 52 DIP 8" CL 52 DIP 8" CL 52 DIP 10+59.2 = 11.25° HORIZ. BEND10+47.2 = 22.5° HORIZ. BEND10+10.0 = 22.5° HORIZ. BEND8" SAN XING11+82.9 = 22.5° HORIZ. BEND9+50 10+00 10+50 795 800 805 810 815 820 825 22.5° VERT. BEND15" STRM XING15" STRM XING15"STRM XINGTEST PIT11+75.3 = 2" TAP VILLA 98" SAN XING6" SAN XING13+62.3 = 2" TAP VILLA 1017+97.6 = 2" TAP VILLA 120+97.8 = 22.5° HORIZ. BEND21+28.7 = 22.5° HORIZ. BEND21+75.8 = 22.5° HORIZ. BEND22+06.7 = 22.5° HORIZ. BEND22+53.8 = 22.5° HORIZ. BEND + 11.25° VERT. BEND23+10.6 = 2" TAP VILLA 3GAS XING22+84.7 = 22.5° HORIZ. BEND23+31.7 = 22.5° HORIZ. BEND20+50.7 = 22.5° HORIZ. BEND19+78.3 = 2" TAP VILLA 224" STRM XING15" STRM XING15" STRM XING24" STRM XING24" STRM XING15" STRM XING9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 785 790 795 800 805 810 815 785 790 795 800 805 810 815 10+00.0 = APPROX LOCATION EX 6" W/L CONNECTION6"X8" TEE, 8" G.V.PROP. GRADE @ PIPE C/L EX. GRADE @ PIPE C/L EX W/L ELEV. ESTIMATED. CONTRACTOR TO FIELD VERIFY PRIOR TO START OF CONSTRUCTION COMPACT FILL AS REQUIRED IN THE SPECIFICATIONS 8" C L 5 2 D I P 8" CL 52 DIP 0.71' MIN CLEARANCE VDOT CLASS A4 CONCRETE CRADLE, FULLY ENCOMPASSING BOTTOM RADIUS OF W/L 1.5' MIN. 3' MIN. DOUBLE BOX CULVERT 12+88.4 = 10+00 W/L"B" / 11+60.8 W/L"C"8"x8" TEE3-8" G.V.APPROX. LOC.EX. F.O. XING15" STRM XING22.5° BEND22.5° BENDTEST PITTEST PIT4" SAN XING4" SAN XING10+00 1.5' MIN. 1.0' MIN.WATERLINE PROFILESHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 09 12-07-2022 C520 12/07/2020 KAS 20-12 2039 V: 1" = 5' H: 1" = 50' 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 785 790 795 800 805 810 815 820 825 830 835 840 845 850 22+72.7 = 8"X8" TEE, 8" G.V.,8"X6" REDUCER, FH ASSEMBLY24+61.7 = 8"X8" TEE, 8" G.V.,8"X6" REDUCER, FH ASSEMBLY25+73.9 = 8"X8" TEE, 8" G.V.,8"X6" REDUCER, FH ASSEMBLY26+43.0 = 8"X8" TEE, 8" G.V.,8"X6" REDUCER, FH ASSEMBLY28+87.6 = 10+00 W/L"E"8"x8" TEE2-8" G.V.28+05.4 = 8"X8" TEE, 3-8" G.V.,8"x6" REDUCER, FH ASSEMBLY29+96.3 = 8"X8" TEE, 8" G.V.,8"X6" REDUCER, FH ASSEMBLY30+54.8 = 8"X8" TEE, 8" G.V.,8"X6" REDUCER, FH ASSEMBLY33+01.7 = 8"X8" TEE, 8" G.V.,8"X6" REDUCER, FH ASSEMBLY34+81.7 = 8"X8" TEE, 8" G.V., 8"X6"REDUCER, FH ASSEMBLY35+83.0 = 8"X8" TEE, 8" G.V., 8"X6" REDUCER, FH ASSEMBLY36+05.6 = 10+00 W/L"C" / 11+96.2 W/L"D"8"x8" TEE3-8" G.V.PROP. GRADE @ PIPE C/L PROP. GRADE @ PIPE C/L EX. GRADE @ PIPE C/L EX. GRADE @ PIPE C/L COMPACT FILL AS REQUIRED IN THE SPECIFICATIONS 3' MIN. 3' MIN. 3' MIN. 1.5' MIN. 1.5' MIN. 1.5' MIN. 1.5' MIN. 1.5' MIN. 1.5' MIN. 8" CL 52 DIP 8" C L 5 2 D I P 8" CL 52 D I PROOF DRAIN XINGROOFDRAINXING1.0' MIN. COMPACT FILL AS REQUIRED IN THE SPECIFICATIONS 1.5' MIN.6" SAN XING6" SAN XING21+75.8 = 22.5° HORIZ. BEND22+06.7 = 22.5° HORIZ. BEND22+53.8 = 22.5° HORIZ. BEND + 11.25° VERT. BEND23+10.6 = 2" TAP VILLA 3GAS XING22+84.7 = 22.5° HORIZ. BEND23+31.7 = 22.5° HORIZ. BEND25+30.3 = 2" TAP VILLA 427+14.9 = 2" TAP VILLA 530+48.9 = 2" TAP VILLA 632+50.4 = 2" TAP VILLA 735+18.0 = 11.25° HORIZ. BEND35+37.9 = 22.5° HORIZ. BEND35+52.4 = 2" TAP VILLA 835+95.6 = 22.5° HORIZ. BENDGAS XINGGAS XING15" STRM XING15" STRM XING18" STRM XING15" STRM XING15" STRM XING18" STRM XING4" SAN XING4" SAN XING4" SAN XING4" SAN XING4" SAN XING4" SAN XING1.5' MIN.4" SAN XINGGAS XING4" SAN XING1.5' MIN.4" SAN XING6" FSLGAS XING4" SAN XING4" SAN XING1.5' MIN. 1.5' MIN. 1.0' MIN. 1.5' MIN. 1.5' MIN.10+00 = 18+03.4 W/L"B"8"x8" CROSS, 4-8" G.V.,22.5° VERT. BEND3' MIN.8" CL 52 D IP 8" CL 5 2 D I P EX. GRADE @ PIPE C/L 11.25° VERT. BENDCOMPACT FILL AS REQUIRED IN THE SPECIFICATIONS PROP. GRADE @ PIPE C/L EX. GRADE @ PIPE C/L 16+37.7 = APPROX LOCATIONEX 6" W/L CONNECTION6"X8" TEE, 2-6" G.V., 1-8" G.V.EX W/L ELEVATION ESTIMATED. CONTRACTOR TO FIELD VERIFY PRIOR TO START OF CONSTRUCTION 8" CL 52 DIP APPROX. LOC.EX. F.O. XING1.5' MIN. 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+00 795 800 805 810 815 820 825 795 800 805 810 815 820 825 22.5° VERT. BEND10+92.5 = 45° HORIZ. BEND11.25° BEND15" STRM XINGTEST PITTEST PIT10+69.5 = CAP WATERLINE.END OF CONSTRUCTION15+04.87 = CAP WATERLINE.END OF CONSTRUCTION8" CL 5 2 D I P 14+43.6 = 45°HORIZ. BEND14+24.5 = 45°HORIZ. BENDFUTURE WATERLINE PHASE WATERLINE PROFILESHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 12 11-27-2023 C521 12/07/2020 KAS 20-12 2039 V: 1" = 5' H: 1" = 50' 9+50 10+00 10+50 11+00 11+50 12+00 12+50 820 825 830 835 840 845 850 855 860 820 825 830 835 840 845 850 855 860 18" STRM XING18" STRM XING1.5' MIN. 1.5' MIN. 8" CL 52 DIP 6" F/L XING1.5' MIN.10+94.3 = 8"x8" TEE, 1-8" G.V.11+31.0 = 11.25° HORIZ. BEND11+54.5 = 45° HORIZ. BEND11+58.7 = 45° HORIZ. BEND11+65.8 = 1-8" G.V., 8"X6" REDUCER11+79.3 = FIRE HYDRANT ASSEMBLY10+00 = 28+87.6 W/L"B"8"x8" TEE, 2-8" G.V.10+04.7 = 45° HORIZ. BEND10+18.0 = 45° HORIZ. BENDPROP. GRADE @ PIPE C/L EX. GRADE @ PIPE C/L 9+50 10+00 10+50 11+00 11+50 820 825 830 835 840 845 850 855 860 820 825 830 835 840 845 850 855 860 FIRE PUMP STATION FF = 847.0218" STRM XING1.5' MIN.6" FSL XING1.5' MIN.10+00 = 10+94.3 W/L"E"8"x8" TEE, 1-8" G.V.10+08.0 = 11.25° HORIZ. BEND10+15.2 = 45° HORIZ. BEND10+24.7 = 45° HORIZ. BEND10+56.0 = 45° HORIZ. BEND10+58.9 = 45° HORIZ. BEND10+64.8 = CONNECTION TO FIRE PUMP BLDG10+57.4 = 45° VERT. BEND10+52.7 = 45° VERT. BEND10+48.7 = 45° VERT. BEND10+39.1 = FIRE METER VAULT8" CL 52 DIP PROP. GRADE @ PIPE C/L EX. GRADE @ PIPE C/L 10+47.3 = 45° VERT. BENDWATERLINE PROFILESHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 11 03-22-2023 C521A 12/07/2020 KAS 20-12 2039 V: 1" = 5' H: 1" = 50' 10+0010+5011+0011+5012+0080080581081582082583083580080581081582082583083512+08.79 = 6"x6" TEE VILLA 1 FIRE SERVICE LATERAL 16+59.26 = 6"x6" TEE VILLA 10 FIRE SERVICE LATERAL 17+24.11 = 10+00 FIRE SERVICE LINE "X", 6"x6" TEE 18+80.76 = CONNECTION VILLA 9 10+00 = CONNECTION VILLA 2 10+00 = 6"X6" TEE, FIRE SERVICE LATERAL 11+52.50 = 6"X6" TEE, FIRE SERVICE LATERAL PROP.GRADE @PIPE C/LPROP.GRADE @PIPE C/LEX. GRADE@ PIPE C/LEX. GRADE@ PIPE C/L6" CL 52 DIP3'MIN.3'MIN.3'MIN.3'MIN.3'MIN.3'MIN.3'MIN.COMPACT FILL ASREQUIRED IN THESPECIFICATIONSSEE ARCHITECTURAL &STRUCTURAL DETAIL 4/SO.1"TYP BACKFILL FOR PIPINGUNDER CONC FTG." ON GENERAL NOTES &TYPICAL DETAILS SHEET (BYOTHERS)15" STM XING 8" SAN XING 45° VERT. BEND 45° VERT. BEND 11.25° VERT. BEND 11.25° VERT. BEND10+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0079580080581081582082583083584079580080581081582082583083584015" STM XING 4" SAN LAT XING 15" STM XING 4" SAN LAT XING6" ROOF DRAIN XING 4" SAN LAT XING6" ROOF DRAIN XING15" STM XING 15" STM XING 4" SAN LAT XING 4" SAN LAT XING 15" STM XING GARAGE FLOOR = 823.67VILLA 2 GARAGE FLOOR = 814.82 VILLA 9 18+48.73 = 45° HORIZ. BEND 18+52.24 = 45° HORIZ. BEND 18+74.93 = 45° HORIZ. BEND GAS XING GAS XING 8" W/L XING 10+20.7 = 45° HORIZ. BEND10+30.9 = 45° HORIZ. BEND 1.5'MIN.1.5'MIN.1.5'MIN.1.5'MIN.1.5'MIN.1.5'MIN.1.5'MIN.1.5'MIN.1.5'MIN.1.5'MIN.1.5'MIN.4" SAN LAT XING 6" ROOF DRAIN XING 4" ROOF DRAIN XING1.5'MIN.6" CL 52 DIP1.0'1.0'1.5'MIN.1.0'MIN.9+5010+0010+5011+0011+5012+0012+5082082583083584084585085586082082583083584084585085586018" STRM XING 15" STRM XING 15" STRM XING 8" W/L XING10+57.94 = 11.25° HORIZ. BEND 11+38.56 = 16+90.68 F/L "Z", 6"x6" TEE 1.5'MIN.1.5'MIN.1.5'MIN.1.5'MIN.EX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/L86586510+05.47= 45° HORIZ. BEND 10+00.00 = FIRE PUMP BUILDING 10+29.10 = 11.25° HORIZ. BEND 10+10.40 = 45° HORIZ. BEND FIRE PUMP BUILDING = 847.02 FIRE SERVICE LINE PROFILES HACKWOODS - SVWC LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #51-22CITY OF WINCHESTERSP NUMBER: SP-20-664Rev. No.Date0912-07-2022C52212/07/2020KAS20-12 2039V: 1" = 5'H: 1" = 50'NOTES:1.THE FIRE SERVICE WATER LINE SIZE AND MATERIAL SHALL BE CONFIRMED BY THE MEP THAT DESIGNEDTHE FIRE PUMP BUILDING FOR THE VILLAS. GREENWAY ENGINEERING DID NOT MODEL THE PRIVATE FIRESERVICE WATER LINE.2.RESTRAINTS PER CITY OF WINCHESTER DETAILS (SEE SHEET C602) 9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+0020+5021+0021+5022+0022+5023+0023+5024+007958008058108158208258308358408458507958008058108158208258308358408458506" CL 52 DIP13+22.71 = 6"x6" TEE, VILLA 7 FIRE SERVICE LATERAL 16+90.68 = 12+11.24 F/L"Y" 6"x6" TEE 18+77.69 = 6"x6" TEE, VILLA 5 FIRE SERVICE LATERAL 18+61.97 = 6"x6" TEE, VILLA 5 FIRE SERVICE LATERAL 20+47.83 = 6"x6" TEE, VILLA 4 FIRE SERVICE LATERAL EX. GRADE@ PIPE C/LEX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/LPROP.GRADE @PIPE C/LPROP.GRADE @PIPE C/L1.5'MIN.1.5'MIN.3'MIN.15+24.62 = 6"x6" TEE, VILLA 6 FIRE SERVICE LATERAL 10+00 = CONNECTIONVILLA 8 23+12.68 = CONNECTION VILLA 3 3'MIN.3'MIN.3'MIN.FIRE SERVICE LINE PROFILES8558556" SAN XING 8" W/L XING 4" SAN XING 11.25° VERT. BEND 11.25° VERT. BEND 11.25° VERT. BEND 11.25° HORIZ. BEND ROOF DRAIN XING GAS XING ROOF DRAIN XING 10+24.97 = 22.5° HORIZ. BEND10+18.00 = 45° HORIZ. BEND 45° HORIZ. BEND 45° HORIZ. BEND GARAGE FLOOR = 820.40VILLA 8 GARAGE FLOOR = 839.63 VILLA 3 15" STORM XING 15" STM XING 15" STM XING15" STM XINGROOF DRAIN XING 15" STM XING 4" SAN XING 18" STM XING 4" SAN XING GAS XING1.5'MIN.1.5'MIN.4" SAN XING13+35.04 = 11+52.50 FIRE SERVICE LINE "X",6"x6" TEE 4" SAN XING 1.5'MIN.GAS XING 4" SAN XING 1.5'MIN.6" ROOF DRAIN XING 4" SAN XING 4" SAN XING 4" SAN XING 4" SAN XING 1.5'MIN.1.5'MIN.1.5'MIN.FIRE SERVICE LINE PROFILES HACKWOODS - SVWC LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #51-22CITY OF WINCHESTERSP NUMBER: SP-20-664Rev. No.Date0808-09-2022C52312/07/2020KAS20-12 2039V: 1" = 5'H: 1" = 50'NOTES:1.THE FIRE SERVICE WATER LINE SIZE AND MATERIAL SHALL BE CONFIRMED BY THE MEP THAT DESIGNEDTHE FIRE PUMP BUILDING FOR THE VILLAS. GREENWAY ENGINEERING DID NOT MODEL THE PRIVATEFIRE SERVICE WATER LINE.2.RESTRAINTS PER CITY OF WINCHESTER DETAILS (SEE SHEET C602) CG-6R - 6" REV. CURB & GUTTER N.T.S. 10/29/14 VER 1 2"R 6" 6" 4" 2' NOTES: 1. CURB SHALL MEET CURRENT SPECIFICATIONS OF VDOT STANDARD CG-6 2. LONGITUDINAL SLOPE OF GUTTER SHALL MATCH SLOPE OF PAVEMENT 3. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST 7" MIN. 13" MIN 1":1' CG-R - 6" FLAT REV. CURB & GUTTER N.T.S. 10/29/14 VER 1 2"R 6" 6" 4" 2' NOTES: 1. CURB SHALL MEET CURRENT SPECIFICATIONS OF VDOT STANDARD CG-6 2. LONGITUDINAL SLOPE OF GUTTER SHALL MATCH SLOPE OF PAVEMENT 3. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST 7" MIN. 13" MIN 50:1 CG-F - 6" FLAT CURB & GUTTER N.T.S. 10/29/14 VER 1 2"R 6" 6" 4" 2' NOTES: 1. CURB SHALL MEET CURRENT SPECIFICATIONS OF VDOT STANDARD CG-6 2. LONGITUDINAL SLOPE OF GUTTER SHALL MATCH SLOPE OF PAVEMENT 3. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST 7" MIN.13" MIN 50:1 SITE DETAILSHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 05 08-31-2021 N/A C600 12/07/2020 KAS 20-12 2039 MOUND TOP OF CONCRETE FILL 8" DIA. SCHEDULE 40 STEEL PIPE FILLED WITH CONCRETE AND PAINTED YELLOW 18" DIA. CONCRETE ENCASEMENT BOLLARD DETAIL N.T.S. 10/28/14 VER 1 4' 7' 3' 2" MIN 2- 12" #6 REBAR EACH WAY THROUGH PIPE CONCRETE SIDEWALK N.T.S. 11/11/15 VER 1 -2% 4" 4000 PSI VDOT A3 CONCRETE 4" SUBBASE (21-A STONE) WIDTH VARIES SEE SITE PLAN COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) 6x6 WWMW2.9/2.9 LANNY DRIVE HAMMERHEAD NOT TO SCALE TYPICAL PAVEMENT SECTION #2 4" SUBBASE VDOT STD. 21A 1.5" SM-9.5A SURFACE COURSE VDOT VTM-1 METHOD) AT OPTIMUM MOISTURE CONTENT (COMPACTED TO 95% DENSITY COMPACTED SUBGRADE OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 3. SOIL TEST PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. 4" BM-25.0A INTERMEDIATE COURSE VILLA DRIVEWAYS NOT TO SCALE TYPICAL PAVEMENT SECTION #3 4" BASE VDOT STD. 21A 2" SM-9.5A SURFACE COURSE VDOT VTM-1 METHOD) AT OPTIMUM MOISTURE CONTENT (COMPACTED TO 95% DENSITY COMPACTED SUBGRADE OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 3. SOIL TEST PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. NOTE: 1.SEE SHEET C400 FOR TYPICAL PAVEMENT SECTION #1 DETAIL FOR ROAD 1 2.SEE SHEET C404 FOR TYPICAL PAVEMENT SECTION #1 DETAIL FOR ROAD 3 11' MIN. VAN18' OR 20'STRIPED AREA HANDICAPPED SYMBOLS FC EP 5.0' MIN. 7.0' MAX. 4" STEEL PIPE FILLED WITH CONCRETE DISPLAY CONDITIONS 24" 6"6" 9" RESERVED PARKING 12" 2'WHEEL STOP WITH EP SIGN (SEE DETAIL) HANDICAPPED PARKING N.T.S. 03/17 VER 1 NOTE: RAMP FOR HANDICAPPED MUST BE LOCATED AT SAME POINT ADJACENT TO THE STRIPED AISLE. LIGHT COLORED REFLECTIVE BACKGROUND MAT'L. DARK COLORED 2" LETTERS & 3/8" BORDER INTERNATIONAL SYMBOL OF ACCESSIBILITY PENALTY, $100-500 Fine, TOW-AWAY-ZONE LIGHT COLORED 1" LETTERS DARK COLORED REFLECTIVE BACKGROUND MATERIAL SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE OBSCURED BY VEHICLE PARKED IN SPACE. 5' VAN ACCESSIBLE SPACE OR ALTERNATE 8' FOR VAN SPACE 8' ALT. VAN RTC ROLLTOP CURB N.T.S. 6/6/18 VER 1 PAVEMENT 2' 11"9" NOTES: 1. CURB SHALL MEET CURRENT SPECIFICATIONS OF VDOT STANDARD CG-6 2. LONGITUDINAL SLOPE OF GUTTER SHALL MATCH SLOPE OF PAVEMENT 3. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, CLASS A4 IF PRECAST 1'R=1.25' R=1.5' 6" 1' FACE OF CURB 1.5'2" INVERT LINE 2'2' 4' 3 4" rad.3 4" rad. 5.0%5.0% Finish grade (Slope var.) Finish grade (Slope var.) 0.6' (Typ.) 2" (Typ.)2" (Typ.)6" rad. 0.5' #4 @ 7" centers #4 @ 12" centers VALLEY GUTTER N.T.S. NOTES: 1. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, CLASS A4 IF PRECAST SITE DETAILSHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 08 08-09-2022 N/A C601 12/07/2020 KAS 20-12 2039 CITY OF WINCHESTER DETAILSHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 11 03-22-2023 N/A C602 12/07/2020 KAS 20-12 2039 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664VDOT DETAILSRev. No.Date 05 08-31-2021HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAN/A C603 12/07/2020 KAS 20-12 2039 SQUARE TUBE STEEL SIGN POSTS - Square tube steel sign posts shall be fabricated from hot rolled. carbon sheet steel, structural steel quality, conforming to the requirements of ASTM A1011, grade 50 except the yield strength after cool forming shall be 60,000 psi minimum. The steel gauge shall be 14 gauge for the 2 inch by 2 inch post and 10 gauge for the 2 1/2 inch by 2 1/2 inch posts. Posts (inside and outside) shall be galvanized in accordance with the requirements of ASTM A653. Coating Designation G-90. Post shall use an in ground anchor system that provides a stable installation and allows easy replacement of the sign post into the anchor system after vehicular impact. Post shall conform to the breakaway requirements of AASHTO's Standard Specifications for Structural Supports for Highway Signs, Luminaries, and Traffic Signals (1994 Edition including revisions). The Contractor shall provide a copy of the FHWA's acceptance letter indicating compliance with breakaway requirements at the time of catalog submission of the posts. Posts shall have 7/16 inch (+/- 1/64 inch) openings or knockouts spaced 1 inch on centers on all four sides. Post shall be installed in accordance with the manufacturer's recommendations. 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #51-22CITY OF WINCHESTERSP NUMBER: SP-20-664VDOT DETAILSRev. No.Date0508-31-2021HACKWOODS - SVWC LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAN/AC60412/07/2020KAS20-12 2039DI-3 CURB TRANSITIONN.T.S.6/7/18VER #1VDOT DI-3 TYP2'2" LOCALDEPRESSION2'CG-6 CURBROLLTOP CURBFACE OF CURBEPCURBTRANSITIONFACE OF CURBROLLTOP CURBCURBTRANSITIONEP2'2'CG-6 CURB 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #51-22 CITY OF WINCHESTER SP NUMBER: SP-20-664VDOT DETAILSRev. No.Date 05 09-01-2021HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAN/A C605 12/07/2020 KAS 20-12 2039 POND 2O L D F O R T R O A DF O R T B R A D D O C K C O U R T P O N D V I E W D R I V E M A R I O N S T R E E TW E S T M I N S T E RC A N T E R B U R Y D R I V EVILLA 10VILLA6VILLA7VILLA9VILLA8T U D O R D R I V EL A N N YD R I V EF O X D R I V EF E L D S P A R O V E R L O O KB O L D R O C K D R I V ET R A V E R T I N E D R I V EFREDERICK COUNTY CITY OF WINCHESTERPL PLPLPLPLFOREBAY 1FOREBAY 2POND 1LIMITS OF PHASE1LIMITS OF PHASE1L1.00LAYOUT & MATERIALS SHEET INDEX( IN FEET )GRAPHIC SCALENORTH1 inch = 60 ft.6030601200SHEETS L1.01 & L6.01151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 ENGI NEERI NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTER SPNUMBER: #SP-20-664HACKWOODS - SVWC LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA8/31/2021PDM2039AS SHOWNKEY PLANQUAD 4 678910No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECT8/31/2021Rev. No.DateSHEETS L1.05 & L6.05SHEETS L1.03 & L6.03SHEETS L1.04 & L6.04SHEETS L1.02 & L6.02SHEETS L1.06& L6.06SHEETS L1.05& L6.05 XXTP(ROUNDABOUT)(ROUNDABOUT)PEDESTRIAN GUARDRAIL(SEE SHEET L4.02)CONCRETE PAVER 1COBBLE PAVER 2VEHICULAR GUARDRAIL(SEE SHEET L4.02)4" ADS DRAIN PIPETREE PROTECTION(SEE SHEET L4.02)FRENCH DRAINASPHALT PATHWAYBRICK PAVERSBROOM FINISHED CONCRETELegend1. ALL ROADSIDE SIDEWALKS SHALL BE CONSTRUCTED UNIFORMALLY AT 4'-0" OFF BACK OF CURB.2. SEE ARCHITECTURAL PLANS FOR SITE WALLS, UNLESS OTHERWISE NOTED.General Notes:TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP TPTPTPTPTP TP TP TP TP TP TP FSW FSW FSWFSWGGGGGGGGGGGGGGGGGGGGGGGGGGGGGSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWMWW W W W W W WFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWNYLOPLAST 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 IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT PO L L U T E D RAINS TO W A T E R W A YS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERW A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRA I N S T O W A T E R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYL O PL AST NYLOPLAST DUCTILE IRON DO NOT POL L U T E DRAIN S T O WATER W A YS NYLOPLAST DUCTILE IRONDO NOT POLLUTE D RAINS T O WATERW A Y S FSW FSW FSW FSW FSW FSW FSW FSW WSWMPHASE 1PHASE 2DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS 850854852856858860860858856854848846 8448428408388368348588568548588608 5 6846850854852856858860860858856854848846844842840838836834 8588568548588608 5 68463:15%5%5%3:15%5%5%84 2 84 0 838 836836 85285086085485685885285085485685885685885285485685285483683683884083683483083283883 2 838840828856854842842 15'-0" BRL15'-0" BRL25'-0" BRL25'-0" BUILDING REAR LINE CHALETSTONESEGMENTAL WALLCONCRETEPAVINGVEHICULARPAVERTREEPROTECTIONB O L D R O C K D R I V EFUTUREPAVILION8'x 9'LANDINGW/ BRICKBORDER (TYP)8.4'x 9'LANDINGW/ BRICKBORDER (TYP)PARKINGAREASTORAGEBUILDINGFIREPUMPHOUSEVILLA6XXXXX XXX XXXXX X X XXXXXXXX5'-0"5'-0"TYP5'-0"TYP5'-0"5'-0"5'-0"5'-0"TYPTRANSFORMERON CONC. PAD4" ADSDRAINPIPELIGHT POLE TYP.(SEE ELECTRICALPLANS)RETAINING WALL(SEE ARCH.)EXISTINGTREE CANOPYEXISTINGTREE CANOPY(TYP.)FIRE HYDRANT(TYP.)RETAINING WALL(SEE ARCH.)HVAC(SEE ELEC. TYP)FIRE HYDRANT(TYP.)AREA DRAIN(SEE CIVIL TYP.)TRANSFORMERON CONC. PAD(SEE ELEC. TYP)RETAINING WALL(SEE ARCH.)CG-12(SEECIVILTYP)CLEANOUT(SEE CIVIL TYP.)ROOF DRAIN(SEE CIVIL TYP.)5L1.04L4.006L1.01L4.001L1.01L4.004L1.01L4.005L1.01L4.02CHALET5151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 ENGI NEER I NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTER SPNUMBER: #SP-20-664HACKWOODS - SVWC LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA8/31/2021PDM2039AS SHOWNKEY PLANQUAD 4 678910No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARC H ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARC H ITECT8/31/2021Rev. No.DateLAYOUT & MATERIALS PLAN CONNECTOR DRIVE L1.01( IN FEET )GRAPHIC SCALENORTH1 inch = 20 ft.201020400MATCH LINE SHEET L1.04MATCH LINE SHEET L1.02 MATCH LINE SHEET L1.05T R A V E R T I N E D R I V E TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP TP TP TP TP TP TP TP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSW FSW FSW FSW FSW FSW FSW FSW FSW FSW FSW FSWGGGGGGGGGGGG GGGGGGGGGGGGG G G G G G G GGGGGGGGGGGGGGGGGGGGGGGGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWMWMWMWMG G G G G G G G G FS W G G G G G G G G FSW FSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWWWWWNYLO P L A S T DUCTIL E I R O N DO NO T P O L L U T E D RA I N S T O W A T E R W A Y S NYLOPL A S T DUCTIL E I R ON DO NO T P O L L U T E D R A I N S T O W A T E R W A Y S NYLO P L A S T DUCTIL E I R O N DO NO T P O L L U T E D RA I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOP L A S T DUCTIL E IR O N DO NOT P O L L U T E D R A I N S T O W A T E R W A Y S NYLO P L A S T DUCT I L E I RO N DO NO T P O L L U T E D R A I N S T O W A T E R W A Y S DO N O T P OL L U T E DUC T IL E IR O N NYLOP LA S T DRAINS TO W A TE RW A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS DO NO T PO LL U TE DUC T I L E I RON NYL O PL AS T DRAIN S T O W A T ER WA Y S DO NO T PO LL U TE DUCT I L E I RON NYL O PL A ST DRAIN S T O W AT E R W A Y S DO NO T PO L L U TE DUC T I L E I RON NYL O PL AST DRAINS TO W A TE RW A Y S NYLOPLAST DRAINS TO WATE R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DRAINS TO WATERW A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATE R W A Y S DO NOT POLLUTE DUCTILE IRON DO N O T P OL L U T E DUC T I LE IRO N NYLOP LA S T DRAINS TO W A TE RW A Y S DO N O T P OL L U T E DUC T IL E IR O N NYLO P LA S T DRAINS TO W A TE RW AY S 8488468448368348328308528208228188168148128108088068048028008 2 0824826828 8 2 2 8248268288308328348368388408428548508408428388488468448368348328308528208228188168148128108088068048028008 2 0824826828 8 2 2 8248268288308328348368388408428548508408428388 1 2 812812836834832830 8268248228128068088108 1 2 8 0 4 8068 0 8 8 1 0 828852852854836836836 826 852852854846842846844826828826814 814814814818816822824820822824824826828 830832820820802804805836814836836836820824 834832830830830820844848820820838836834832830828 826 824 822801805806804814 25'-0" BRL25'-0" BRL BRICKPAVER PATIOCONCRETEPAVINGCONCRETESTEPSTREEPROTECTIONCONCRETESTEPSBRICKPAVER PATIOB O L D R O C K D R I V EF E L D S P A RO V E R L O O KSEGMENTAL WALLSCREENFENCESCREENFENCEL D S P A RE R L O O KSEGMENTALPAVER PATIO8'x 9'LANDINGW/ BRICKBORDER (TYP)8.4'x 9'LANDINGW/ BRICKBORDER (TYP)DRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAY12'X18'PATIO12'X18'PATIO22'X18'PATIOVILLA8VILLA9VILLA10VILLA7PARKINGAREAPARKINGAREAPARKINGAREAPARKINGAREAPARKINGAREAPARKINGAREADRIVEWAYDRIVEWAYDRIVEWAY7'x 9'LANDING(TYP)GENERATORGENERATORGENERATORBOULDERWALL BOULDERWALLCHALETSTONEX XXXXXXXXX5'-0" TYP 5'-0" TYP 5'-0"TYP5'- 0 " 5'- 0 "5'-0"5'-0"5'-0"5'-0" TYP5'-0"5'-0" 5'-0" 5'-0"5'-0"5'-6"5'-0"5'-0"5'-0"5'-6"5'-0"5'-0"5'-0"5'-0"AREA DRAIN(SEE CIVILTYP.)FIREHYDRANT(TYP.)RETAINING WALL(SEE ARCH.)LIGHT POLE(SEE ARCH. ELEC.)HVACHVACHVACCROSSWALKS(BY OTHERS)AREA DRAIN(SEE CIVILTYP.)RETAINING WALL(SEE ARCH.)RETAINING WALL(SEE ARCH.)TRANSFORMERON CONC. PADELEC. SWITCHRETAINING WALL(SEE ARCH.)RETAINING WALL(SEE ARCH.)EXISTING TREETO REMAINTRANSFORMERON CONC. PADELEC. SWITCH4" ADSDRAINPIPE4" ADSDRAINPIPEUTILITYEASEMENTUTILITYEASEMENTEXISTINGTREE CANOPYCG-12(TYP)RETAINING WALL(SEE ARCH.)RETAINING WALL(SEE ARCH.)RETAINING WALL(SEE ARCH.)RETAINING WALL(SEE ARCH.)EMERGENCY SPILLWAYRETAINING WALL(SEE ARCH.)HVACSEE ELEC. TYP)ETAINING WALL(SEE ARCH.)ROOF DRAIN(SEE CIVIL TYP.)HVAC(SEE ELEC. TYP)3L1.02L4.001L1.02L4.0011.02L4.015L4.02L1.021L1.02L4.013L1.02L4.006L4.00L1.023L1.02L4.013L1.02L4.016L1.02L4.002L1.06L4.032L1.02L4.035L1.02L4.00FUTURE WELLAND HOSE BIBLOCATION OF FUTUREPUMP HOUSEXXTP(ROUNDABOUT)(ROUNDABOUT)PEDESTRIAN GUARDRAIL(SEE SHEET L4.02)CONCRETE PAVER 1COBBLE PAVER 2VEHICULAR GUARDRAIL(SEE SHEET L4.02)4" ADS DRAIN PIPETREE PROTECTION(SEE SHEET L4.02)FRENCH DRAINASPHALT PATHWAYBRICK PAVERSBROOM FINISHED CONCRETELegend1. ALL ROADSIDE SIDEWALKS SHALL BE CONSTRUCTED UNIFORMALLY AT 4'-0" OFF BACK OF CURB.2. SEE ARCHITECTURAL PLANS FOR SITE WALLS, UNLESS OTHERWISE NOTED.General Notes:151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 ENGI NEER I NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTER SPNUMBER: #SP-20-664HACKWOODS - SVWC LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA8/31/2021PDM2039AS SHOWNKEY PLANQUAD 4 678910No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARC H ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARC H ITECT8/31/2021Rev. No.DateLAYOUT & MATERIALS PLAN ELLIPSE AND PARK LAYOUT L1.02( IN FEET )GRAPHIC SCALENORTH1 inch = 20 ft.201020400MATCH LINE SHEET L1.03MATCH LINE SHEET L1.01 MATCH LINE SHEET L1.05 TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPSSSSS S SWWWWWWWWWWW W W W W W W W W W W W W W W W810804802806808812814816818804802800798 7968028008108048028068088128148168188048028007987968028008108 1 2 8128188128068088108 1 2 8 0 0 8 0 2 8 0 4 8068 0 8 8 1 0 792 799.5 798.5 796 794 798806804802792800799.5798.57967947987 9 2 7 9 9 . 5 7 9 8 . 5 7 9 6 7 9 4 7 9 8808806810812814806808 806 810816818 8 0 6 8 0 8 808802804805796800802802.5802.7801804802804805800805800799.5798.5798799.5798.5798798796800800798796806804802800 798804802 804 802 798.5798.7801801801814812810808818818 80580680481435'-0" BRL35'-0" BRL 35'-0" BRL VEHICULARGUARDRAILASPHALT PATHF O X D R I V EB A S A L TC O U R T B O L D R O C K D R I V E BENCH(TYP.)WATER LEVELTYP.WATER LEVELTYP.F O X D R I V EPOND 1FOREBAY 1FOREBAY 2ENTRY DRIVEPOND 2BOULDERWALL5'-0"TYP5'-0"TYP5'-0"TYPBMP ACCESSCROSSWALKS(BY OTHERS)REINFORCED TURF(REFER TO CIVIL DWG)8" INTAKE LINE FORPHASE 2RECIRCULATINGSTREAM PUMPCG-12(TYP)UTILITYEASEMENTCG-12(TYP)4L1.06L4.022L1.06L4.0021.06L4.022L1.06L4.03PEDESTRIANBRIDGE11.06L4.038" INTAKE LINE FORPHASE 2 WELLMAKE UPFUTURE WELLAND HOSE BIBLOCATION OF FUTUREPUMP HOUSE(ROUNDABOUT)(ROUNDABOUT)CONCRETE PAVER 1COBBLE PAVER 2BRICK PAVERSBROOM FINISHED CONCRETELegend1. ALL ROADSIDE SIDEWALKS SHALL BE CONSTRUCTED UNIFORMALLY AT 4'-0" OFF BACK OF CURB.2. SEE ARCHITECTURAL PLANS FOR SITE WALLS, UNLESS OTHERWISE NOTED.General Notes:XXTPPEDESTRIAN GUARDRAIL(SEE SHEET L4.02)VEHICULAR GUARDRAIL(SEE SHEET L4.02)4" ADS DRAIN PIPETREE PROTECTION(SEE SHEET L4.02)FRENCH DRAINASPHALT PATHWAY151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 ENGI NEER I NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTER SPNUMBER: #SP-20-664HACKWOODS - SVWC LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA8/31/2021PDM2039AS SHOWNKEY PLANQUAD 4 678910No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARC H ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARC H ITECT8/31/2021Rev. No.DateLAYOUT & MATERIALS PLAN SOUTH END L1.03( IN FEET )GRAPHIC SCALENORTH1 inch = 20 ft.201020400MATCH LINE SHEET L1.02MATCH LINE SHEET L1.04 MATCH LINE SHEET L1.06 XXTP(ROUNDABOUT)(ROUNDABOUT)PEDESTRIAN GUARDRAIL(SEE SHEET L4.02)CONCRETE PAVER 1COBBLE PAVER 2VEHICULAR GUARDRAIL(SEE SHEET L4.02)4" ADS DRAIN PIPETREE PROTECTION(SEE SHEET L4.02)FRENCH DRAINASPHALT PATHWAYBRICK PAVERSBROOM FINISHED CONCRETELegend1. ALL ROADSIDE SIDEWALKS SHALL BE CONSTRUCTED UNIFORMALLY AT 4'-0" OFF BACK OF CURB.2. SEE ARCHITECTURAL PLANS FOR SITE WALLS, UNLESS OTHERWISE NOTED.General Notes:8328308288268248228208188168148128108 0 8 8 0 6 8068088108128148168188428408388368348328308 2 8 8268248168148128108088068048328308288268248228208188168148128108 0 8 8 0 6 8068088108128148168188428408388368348328308 2 8 826824816814812810808806804FSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWGGGGGGGGGGGGGGGWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWFSWNYLOPLAST DUCTILE I R O N DO NOT POLLUTE D R A I N S TO WATE R W A Y S NYLOP LA ST DUC T IL E IR O N DO NO T P O LL UT E D RA I NS TO WA TE RW AY S DO NO T PO LL U TE DUC T I LE I RON NYL O PL AS T DRAIN S T O W A T ER WA Y S NYLOPL AS T DUCTIL E IRO N DO N O T PO L LU TE DR A IN S T O W AT ER WA YS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAIN S T O W A T E R W A Y S DO NO T PO L L U TE DUC T IL E IR O N NYLO P LA S T DRAIN S T O W A T ER WA Y S DO NO T PO L L U TE DUC T IL E IR O N NYLO P LA S T DRAIN S T O W A T ER WA Y S DO NO T PO L L U TE DUC T I L E I RON NYL O P L AS T DRAINS TO W A TE RW AY S DO NOT PO L L U TE DUC T I L E I RON NYL O PL AS T DRAIN S T O W A T ER WA Y S NYLOPLAST DUCTILE IRON DO NOT PO L L U T E D R AINS TO WA T E R W A Y S W W W W W W W W W NYLOPLAST DUCTILE IRON DO NOT POLLUT E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T E R W A Y S 8128148158168188208 0 6 8088108088108128148048068 1 6 8 1 4 8 1 2 8 1 0 8 0 8 8 0 6 8 1 8 804 8148 1 4 842842840838 836 822818 8 1 6816818820810 81 6 8 2 0 820826 836834 8308268288308388408 2 6 8288368348308328388 3 2 822824824 82 6 838840828814812FUTUREPAVILIONXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXX XXXXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X 35'-0" BRL PEDESTRIANBRIDGE #3SEGMENTALWALLSSEGMENTALWALLGUARDRAIL(TYP.)GUARDRAIL(TYP.)F E L D S P A RO V E R L O O KFUTURE BUILDING SITECHALETSTONESEGMENTAL WALLVEHICULARGUARDRAILASPHALT PAVINGFUTURE BUILDING SITEBOULDERWALL5'-0"5'-0"5'-0"TYPRETAINING WALL(SEE ARCH.)4" ADS DRAINPIPE4" ADSDRAINPIPEFRENCH DRAIN (TYP.)4" ADS DRAIN PIPERETAINING WALL(SEE ARCH.)(TYP.)6L1.04L4.006L1.04L4.001L1.04L4.0211.04L4.025L1.04L4.006L1.01L4.004L1.03L4.022L1.04L4.002L1.04L4.03CHALETSTONE5L1.04L4.00BOLLARD, TYP.SEE LABELSHEET L4.05VEHICULAR PAVERDETAIL1L1.04L1.04SAND SET PEDESTRIANPAVERS IN AREAS OUTSIDEOF DRIVE AISLEPAVER ROWLOCKTYP.EXISTING CONC.EDGINGTURFTURFLIGHT POLETYP.LOW LIGHTBOLLARD TYP.151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 ENGI NEER I NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTER SPNUMBER: #SP-20-664HACKWOODS - SVWC LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA8/31/2021PDM2039AS SHOWNKEY PLANQUAD 4 678910No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARC H ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARC H ITECT8/31/2021Rev. No.DateLAYOUT & MATERIALS PLAN FOX ROAD ENTRANCE AND MEADOW L1.04( IN FEET )GRAPHIC SCALENORTH1 inch = 20 ft.201020400FREDERICK COUNTY CITY OF WINCHESTER MATCH LINE SHEET L1.03PHASE 1PHASE 2MATCH LINE SHEET L1.0180 MM VEHICULAR RATEDCONCRETE PAVERS1" SAND SETTING BED8" CONC. BASE - 4000 PSI @28 DAYSW/#4 REBAR @ 6" O/C EA. WAY - 3" CLR.1" WEEP HOLES - 6' O/C OR AT LOW SPOTS -FILLED WITH FINE AGGREGATE, COVEREDWITH FILTER FABRIC8" VDOT #21A STONE BASECOMPACTED SUBGRADE TO 95%SCALE:1VEHICULAR PAVER DETAIL1 1/2" = 1'-0"L1.04 T P T P T P TP TP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPT P T P TP TPTPTPTPTPTPTP854852850848846844842840838836834832830840838836834842844854852850848846844842840838836834832830840838836834842844840 832850840830840838836842844846848832834836838842844846 8408388 3 6 83 415'-0" BRLCONCRETEPAVINGTREEPROTECTIONT R A V E R T I N E D R I V E5'-0"TYP5'-0"TYP1L1.05L4.005L1.05L4.02PROPOSED UNDERGROUNDSWM FACILITY - SEE CIVILXXTP(ROUNDABOUT)(ROUNDABOUT)PEDESTRIAN GUARDRAIL(SEE SHEET L4.02)CONCRETE PAVER 1COBBLE PAVER 2VEHICULAR GUARDRAIL(SEE SHEET L4.02)4" ADS DRAIN PIPETREE PROTECTION(SEE SHEET L4.02)FRENCH DRAINASPHALT PATHWAYBRICK PAVERSBROOM FINISHED CONCRETELegend1. ALL ROADSIDE SIDEWALKS SHALL BE CONSTRUCTED UNIFORMALLY AT 4'-0" OFF BACK OF CURB.2. SEE ARCHITECTURAL PLANS FOR SITE WALLS, UNLESS OTHERWISE NOTED.General Notes:151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 ENGI NEER I NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTER SPNUMBER: #SP-20-664HACKWOODS - SVWC LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA8/31/2021PDM2039AS SHOWNKEY PLANQUAD 4 678910No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARC H ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARC H ITECT8/31/2021Rev. No.DateLAYOUT & MATERIALS PLAN EAST ENTRY DRIVE L1.05MATCH LINE SHEET L1.04MATCH LINE SHEET L1.02 ( IN FEET )GRAPHIC SCALENORTH1 inch = 20 ft.201020400 TPTPTPTPTPTPTPTPTPTPTPTPTPTP TP T P T P TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPSSSSSSSSWWWWWWWDO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYS DO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS 80079880280480 6 8 0 8 8 1 0 81281481681882279679482080079880280480 6 8 0 8 8 1 0 812814816818822796794820808 810 812 814 816 818 796 798 806806 804 802 800 802804804 806 810820 80081281481681882082282482682825'-0" BRL25'-0" BRLVEHICULARGUARDRAIL L A N N YD R I V EPARKINGRETAINING WALL(SEE ARCH.)OVERFLOWSLOPESTABILIZATIONMAT (REFER TOCIVIL DWG)EMERGENCY SPILLWAY(SEE CIVIL)L4.004L4.02L1.05BMP ACCESSEASEMENT15'-0" BRLTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP804802800798796794806804802800798796794806800 802 804 806 806 804 802 800 798 796 794 799.5 80 4 8 0 6 35'-0" BRL35'-0" BRL EXISTING TREECANOPYBMP ACCESSEASEMENT15'-0" BRLXXTP(ROUNDABOUT)(ROUNDABOUT)PEDESTRIAN GUARDRAIL(SEE SHEET L4.02)CONCRETE PAVER 1COBBLE PAVER 2VEHICULAR GUARDRAIL(SEE SHEET L4.02)4" ADS DRAIN PIPETREE PROTECTION(SEE SHEET L4.02)FRENCH DRAINASPHALT PATHWAYBRICK PAVERSBROOM FINISHED CONCRETELegend1. ALL ROADSIDE SIDEWALKS SHALL BE CONSTRUCTED UNIFORMALLY AT 4'-0" OFF BACK OF CURB.2. SEE ARCHITECTURAL PLANS FOR SITE WALLS, UNLESS OTHERWISE NOTED.General Notes:151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 ENGI NEER I NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTER SPNUMBER: #SP-20-664HACKWOODS - SVWC LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA8/31/2021PDM2039AS SHOWNKEY PLANQUAD 4 678910No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARC H ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARC H ITECT8/31/2021Rev. No.DateLAYOUT & MATERIALS PLAN SOUTH BUFFERS L1.06( IN FEET )GRAPHIC SCALENORTH1 inch = 20 ft.201020400MATCH LINE SHEET L1.03MATCH LINE 'A'MATCH LINE 'A'MATCH LINE SHEET L1.02 84083083582581582081082082581583082542" RAKEDGUARDRAIL42" RAKED GUARDRAIL42" RAKEDGUARDRAIL42" RAKED GUARDRAILEQEQEQEQEQEQSTEP DOWN WALL IN6" INCREMENTSSTEP DOWNWALL IN 6"INCREMENTSEQ.EQ.EQ.EQ.EQ.EQ.EQ.BOULDERS AT SIDEOF WALLBOULDERS AT SIDEOF WALLEQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.STEP DOWNWALL IN 6"INCREMENTSCLELLIPSE CENTERLINE NOTE: ALIGN STEP DOWNSIN WALL WITH ELLIPSECENTERLINEEQ.EQ.EQ.ALIGNALIGN WALL MEETSCONC. WALLAND RAILINGSEE ARCH.DRAWINGSSTEP DOWNWALL IN 6"INCREMENTSBOULDERS AT SIDEOF WALLFINISHED GRADEBEHIND WALLFINISHED GRADEBEHIND WALLFINISHED GRADEBEHIND WALLFINSHED GRADEBEHIND WALL8353'-83 4" 3'-6"3'-6" 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 ENGI NEER I NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTER SPNUMBER: #SP-20-664HACKWOODS - SVWC LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA8/31/2021PDM2039AS SHOWNNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARC H ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARC H ITECT8/31/2021Rev. No.DateSCALE:5PARK WALL E1/8" = 1'-0"L3.0SCALE:4PARK WALL D1/8" = 1'-0"L3.0SCALE:3PARK WALL C1/8" = 1'-0"L3.0SCALE:2PARK WALL B1/8" = 1'-0"L3.0ILLUSTRATIVE RETAINING WALL ELEVATIONS L3.01 CONTROL JOINTCOMPACTEDSUBGRADE4" MIN. VDOT #21ACOMPACTED STONE BASELIGHT BROOM FINISHPERPENDICULAR TODIRECTION OF TRAVELHAND TOOLED CONTROL JOINTS-1/2" MAXIMUM x 3/4" DEPTH-LOCATE AS PER PLANSWWF 6X6 - W2.9 X W2.9CONSTRUCTION JOINTEXPANSION JOINT - 24' O.C.1/2" BITUMINOUS EXPANSIONJOINT FILLERTOOLED EDGE W/ 1/2" RADIUSNOTE:ALL JOINTS MUST BEHAND TOOLED. NOEXCEPTIONS. NO SAWCUTSTOOLED EDGE W/ 1/2" RADIUSPOLYURETHANE CAULKTOOLED EDGE W/ 1/2" RADIUSCOMPACTEDSUBGRADE4" MIN. VDOT #21ACOMPACTED STONE BASE4" CONCRETE SLAB-3000 PSI @ 28 DAYSCOMPACTEDSUBGRADE4" MIN. VDOT #21ACOMPACTED STONE BASEWWF 6X6 - W2.9 X W2.94" CONCRETE SLAB-3000 PSI @ 28 DAYS4" CONCRETE SLAB-3000 PSI @ 28 DAYSWWF 6X6 - W2.9 X W2.9COMPACTED SUBGRADE TO 95%4" MIN. VDOT #21A COMPACTEDSTONE BASE3/4" MORTAR SETTING BED2 1/4" BRICK PAVER4" CONC SLABWWF 6X6 - W2.9 X W2.95'4" 21-A COMPACTEDSTONE BASECOMPACTED SUBGRADE TO 95%1 1/2" SM-2B BITUMINOUSPAVEMENT1 1/8"TYP.3"T.W. ELEV.=VARIES: SEE PLANB.W. ELEV.=VARIES: SEE PLAN6"42" GUARDRAIL ANCHOREDIN 12" X 36" ROUND FOOTINGCONCRETESIDEWALK3" SEGMENTAL WALL CAP;SECURE WITH WATERPROOFCONSTRUCTION ADHESIVESEGMENTAL RETAININGWALL BLOCKPROPOSED FINISH GRADECOMPACTED SUBGRADE TO95% PROCTOR DENSITYREINFORCED BACKFILLCOMPACTED TO 95%PROCTOR DENSITYLIMITS OF EXCAVATIONFOR WALL GRID4" PERF. DRAIN PIPE. TEEOUT DRAINPIPE EVERY50' MIN. THROUGH WALLW/ WALL DRAIN PROWEEP DRAINREMOVE LIP FROMBOTTOM ROW OF BLOCK#21A FOOTINGGEOGRID TYP.NOTES:1. SEGMENTAL WALL GRIDS &DESIGN SHALL BE INSTALLED PERDESIGN CALCULATIONS OFSTRUCTURAL ENGINEER.CONTRACTOR SHALL VERIFYWITH STRUCTURAL ENGINEERPRIOR TO START OF WALLCONSTRUCTION.2. WALL BLOCK TO BE HARINGTON3" & 6" 3-PC WALL BY KEYSTONEW/ MATCHING 3" X 10" WALL CAP4" OF 3-5" RIVER ROCKON FILTER FABRIC4" PERF. PIPE TO DAYLIGHT1'-0"1'-6"2'-6"WRAP STONE IN FILTERFABRICPLANTING SOIL#57 STONESEGMENTAL FREESTANDINGWALL BLOCK80 MM VEHICULAR RATEDCONCRETE PAVERS1" SAND SETTING BED8" CONC. BASE - 4000 PSI @28 DAYSW/#4 REBAR @ 6" O/C EA. WAY - 3" CLR.1" WEEP HOLES - 6' O/C OR AT LOW SPOTS -FILLED WITH FINE AGGREGATE, COVEREDWITH FILTER FABRIC8" VDOT #21A STONE BASECOMPACTED SUBGRADE TO 95%5-8" CHALETSTONE SWALEMULCHFILTER FABRICWIDTH VARIESSEE PLANSCLVARIESVARIES MORTAR SET PAVERSIN HERRINGBONEPATTERN AS SHOWNSOLDIER COURSEBORDERSLOPE 2%PORCH COLUMNTYP.PAVING FLUSHW/ CONC PORCHMITER CORNERAS SHOWNVILLACAULKED EXPANSIONJOINTL4.003NOTES:1. PAVERS TO BESTANDARD SIZE 4X8PAVERS W/ 3/8 MORTARJOINTS TYP.2. PATIO SIZE ANDWALKWAY CONNECTIONSVARY - SEE LAYOUTPLANSEQ.EQ.NOTES:1. PAVERS TO BE STANDARD SIZE 4X8PAVERS W/ 3/8 MORTAR JOINTS TYP.2. LANDING SIZE AND WALKWAYCONNECTIONSVARY - SEE LAYOUT PLANSSOLDIER COURSEBORDERMITER CORNERAS SHOWNCONCSIDEWALKCONCFRONTLANDINGCONCSIDEWALKVILLACAULKED EXPANSIONJOINT TYP.CONCSIDEWALKL4.007CONTROLJOINT1/2" BITUMINOUS EXPANSIONJOINT FILLERTOOLED EDGE W/ 1/2" RADIUSPOLYURETHANE CAULK1'-0"4X8 BRICK PAVER SOLDIERCOURSE W 1" MORTAR SETTINGBED AND 3/8" JOINTSCOMPACTED SUBGRADE TO 95%(TURNDOWN WIRE)SEGMENTAL RETAININGWALL BLOCKSEGMENTAL FREESTANDINGWALL BLOCK3" SEGMENTAL WALL CAPFINISHED GRADEBEYONDFINISHED GRADENOTE:WHERE WALL STEPS DOWN WITHFINISHED GRADE INCORPORATEFREESTANDING WALL BLOCKWHERE BACK OF WALL ISEXPOSED.SEGMENTAL RETAININGWALL BLOCK BEYONDUSE FREESTANDING CORNERBLOCK AT EXPOSED ENDSINCORPORATE FREESTANDINGWALL BLACK WHEREVER BACK OFBLOCK IS EXPOSEDFINISHED GRADE3" WALL CAP TYP.RETAINING WALL SECTIONBACK SIDE OF RETAINING WALLSEGMENTAL FREESTANDINGWALL BLOCK AND CAP BEYONDMATCH SETBACK OFRETAINING WALL BLOCK151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 ENGI NEER I NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTER SPNUMBER: #SP-20-664HACKWOODS - SVWC LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA8/31/2021PDM2039AS SHOWNKEY PLANQUAD 4 678910No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARC H ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARC H ITECT8/31/2021Rev. No.DateSCALE:1SECTIONCONCRETE PAVING1" = 1'-0"L4.00SCALE:3SECTIONMORTARED BRICK PAVERS1" = 1'-0"L4.00SCALE:2SECTIONASPHALT WALK1 1/2" = 1'-0"L4.00SCALE:6SECTIONSEGMENTAL RETAINING WALL 1" = 1'-0"L4.00SCALE:4SECTIONVEHICULAR PAVER DETAIL1 1/2" = 1'-0"L4.00SCALE:5SECTIONCHALET STONE SWALE1 1/2" = 1'-0"L4.00SCALE:9PLANREAR PATIO PAVING DETAIL1/4" = 1'-0"L4.00SCALE:10PLANFRONT LANDING ENLARGEMENT1/4" = 1'-0"L4.00SCALE:7SECTIONBRICK BANDING1 1/2" = 1'-0"L4.00SCALE:8SECTIONWALL BLOCK PLACEMENT1 1/2" = 1'-0"L4.00DETAIL SHEET 1 L4.00 EQ.1"6"12" MIN12" TYP.1/2" R1 1/2" ALUMINUM POST & HANDRAIL-POWDER COATED DARK BRONZE FINISH-CORE DRILL & FILL WITH HYDRAULICCEMENT- CAULK AROUND BASEFLUSH WITH SURROUND. SUBMIT PAINTSAMPLE FOR APPROVAL1"3'-0"12"X12"X12" CONCRETE FOOTING3000 PSI @ 28 DAYSSLOPE TO NOSEOF STEP 1/8" PERFOOT1/2" RADIUS @ NOSENOTES:PROVIDE HANDRAILSHOP DRAWINGSFOR REVIEW,INSTALL PER CODE.SEE PLAN FOREXACT NUMBER OFRISERS PERLOCATION.12" MIN4" MIN. 2'-0" MIN.STAIR RISERS BEYONDHEIGHT VARIES, SEE GRADING PLAN 3'-0"CONCRETELANDING - SEEDETAIL 1/L400CAULK EXP. JOINTEQ.CONCRETE FOOTING3000 PSI @ 28 DAYSWITH KEY WAY#4 CONT. REBAR AT 12" O.C.#4 REBAR WITH 'L'FOOT AT 12" O.C.ALTERNATE DIRECTION3" CLEARMIN.8"10"6"CONCRETE FOOTING3000 PSI @ 28 DAYS-TURNED DOWN SLABAT ALL HANDRAIL POINTSSHOWN ON PLAN.1 1/2" ALUMINUM POST-POWDER COATED DARKBRONZE FINISH-CORE DRILL & FILL WITHHYDRAULIC CEMENT- CAULK AROUND BASE FLUSHWITH SURROUND3" MIN CLR.R 3"START OFRADIUS15"15"START OFRADIUS1/2" CAULKEDEXPANSION JOINTCONCRETE WALL; SEEARCH. DRAWINGSFOR ADDITIONAL DETAIL4"10"X10"X12"CONCRETE FOOTING3000 PSI @ 28 DAYSCONCRETE BASE-3,500 PSI @ 28DAYS WITH #4 REBAR @ 12" O.C.EA. WAY - 3" CLR,4" VDOT #57 STONECOMPACTED SUBGRADEWALL FOOTING BEYONDCAULK EXP. JOINT (TYP.)CONCRETE WALKWAY, TYP.SEE DETAIL 1 THIS SHEET1'-4"LENGTH AND NUMBER OF STAIRS VARIESCONCRETE WALL WITH1/4" CHAMFER;SEE ARCH. DRAWINGSFOR ADDITIONAL DETAIL9"5'-0" WALKWAY WIDTH10" 4"4" FROST DEPTH1'-0"1'-0"(2) #4 REBAR - (CONT.)3" CLEARFIRELANE HEAVY DUTYCOMPACTED STONE BASE -SEE CIVIL DWGS. FOR DETAILSGRASSPAVE SYSTEM4000 PSI CONCRETEBORDERLAWN, SEE PLANT LIST FOR SPECIESCOMPACTED SANDYGRAVEL BASE4"18" DIA.2"7'-912"COMPACTEDSUBGRADENOTES:1.ALL WOOD TO BE 'SAWN'PRESSURE TREATED PINE2.ALL FASTENERS TO BEGALVANIZED SCREWS ORGALVANIZED DECKING SCREWS3.FENCE PAINTED TO MATCHBUILDING TRIM3 4" (TYP.)34" (TYP.)34" (TYP.)5'-10" 6'-0" 6'-0" 2"5'-10"DOG EARED1X6 SOLID CELLULARPVC PALES6x6 WOOD POST4'-0"VDOT #57 STONECOMPACTEDSUBGRADEVDOT #57 STONE18" DIA.HEAVY DUTYGATE LATCHHEAVY DUTY GATEHINGE TYP.1"CONCSIDEWALK2X4 WOODRAILS W/BEVELED TOPTYP.6X6 WOODPOST BEYOND1X6 SOLID CELLULARPVC PALES2" 3'-0"6"FENCE RAILS TYP.512"512"SCALE:1SECTIONCONCRETE STEPS3/4" = 1'-0"L4.01SCALE:2GRASSPAVE PAVEMENTNTSL4.01SCALE:3GENERATOR SCREENING FENCE3/4" = 1'-0"L4.01151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 ENGI NEERI NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTER SPNUMBER: #SP-20-664HACKWOODS - SVWC LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA8/31/2021PDM2039AS SHOWNKEY PLANQUAD 4 678910No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECT8/31/2021Rev. No.DateDETAIL SHEET 2 L4.01 NOTE:IT IS NOT RECOMMENDEDTO LOCATE ANCHOR BOLTSUNTIL BENCH IS IN PLACE.WIDENED ASPHALTPAD FOR BENCHESAND 1 WHEELCHAIRPARKING SPACEANCHOR BENCH TO ASPHALTPAD USING 3/8" GROUTEDASPHALT ANCHOR (4 TOTAL)3'-6" ASPHALT PAD5' ASPHALT PATH(2/L4.00)6" MIN.ALUMINUM PARKSTYLE BENCHEXISTING GRADE4'-0"GALVANIZED CHAIN LINKFENCE TO BE PLACED PERPLANSEE PLAN FOR DIMENSIONALUMINUM FENCE SUPPLY GUARDRAIL COMPONENTS1.73022765End Bracket Top2.73022771End BracketBottom13.3.730238632 ½" IntermediateBracket*IntermediatePost14.Top Rail(Cover)15.4.73022735Vertical SwivelTop*Items not shown in photograph5.73022753Vertical SwivelBottom416.73022741Horizontal SwivelTop*7.73022759Horizontal SwivelBottom*8.730435212 ½" Ball andSocket SwivelBracket* - WRAP*139.73023879Ball and SocketSwivelBracket* - FLAT*10.730239282 ½" Side MountPost Flange*11.73022783Decorative EndCap**Items not shown in photographALUMINUM FENCESUPPLYGUARDRAIL5231514End Post12.Panel1210'-0"4'-0" 6"ASPHALTWALK6"3'-6"BENCHSCALE:1SECTIONMETAL GUARDRAIL1/2" = 1'-0"L4.02SCALE:2BENCH MOUNTING DETAIL1 1/2" = 1'-0"L4.02SCALE:4SECTIONVEHICULAR GUARDRAILNTSL4.02SCALE:5SECTIONTREE PROTECTION1/4" = 1'-0"L4.02SCALE:3BENCH PAD DETAIL1" = 1'-0"L4.02151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 ENGI NEER I NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTER SPNUMBER: #SP-20-664HACKWOODS - SVWC LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA8/31/2021PDM2039AS SHOWNKEY PLANQUAD 4 678910No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARC H ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARC H ITECT8/31/2021Rev. No.DateDETAIL SHEET 3 L4.02 ASPHALT PATHASPHALT PATHB O A R D W A L K8 X 8 BULKHEAD815815BOULDERS AT EACH ENDOF BULKHEADBOULDERS AT EACHEND OF BULKHEADMEDIUM BOULDER (TYP)LARGE BOULDER (TYP)20'-0"8'-0"8 X 8 BULKHEADSTONE BOULDER WALL;MAX. HEIGHT 3'; MAX SLOPE1:1FINISHEDGRADEFINISHEDGRADEFINISHED GRADEAT SIDE OF WALLBOULDER WALLSCALE 3/4" = 1' - 0"BOULDER PLACEMENT AT BRIDGE AND STREAM (TYPICAL)NTSILLUSTRATIVE STREAM CROSSING SECTIONSCALE 1/2" = 1' - 0"21151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 ENGI NEER I NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTER SPNUMBER: #SP-20-664HACKWOODS - SVWC LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA8/31/2021PDM2039AS SHOWNKEY PLANQUAD 4 678910No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARC H ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARC H ITECT8/31/2021Rev. No.DateSTREAM DETAILS L4.033 FSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWNYLOPLAST DUCTIL E I R O N DO NOT POLLUTE DRA I N S T O W A T E R W A Y S NYLOPLA S T DUCTILE I R O N DO NOT P O L L U T E D R A I N S TO WATERWAYS NYLOPLA S T DUCTILE IRON DO NOT P O L L U T E D R A I N S TO WATERWAYS NYLOPLA S T DUCTILE I R O N DO NOT P O L L U T E D R A I N S TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT PO L L U T E DUCTILE I R ON NYLOPLAST DRAINS TO WATE R W A Y S DO NOT PO L L U T E DUCTILE IRON NYLOPLAST DRAINS T O W ATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLA S T DRAINS TO W A T ERWAYS NYLOPLAST DUCTIL E IRON DO NOT PO L L U T E DRAINS T O W A T E RWAYS DO NOT PO L L U T E DUCTILE IRON NYLOPLAST DRAINS TO WATE R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSFSWFSWFSWFSWFSW WWWWWWNYLOPLA S T DUCTILE I R O N DO NOT PO L L U T E DR A I N S T O WA T E R W A YS PHASE 1 PHASE 2 NYLOP L A S T DUCTILE I R O N DO NOT P O L L U T E DRAI N S T O WAT E R W A Y S NYLOPLA S T DUCTILE I R O N DO NOT PO L L U T E D R AINS T O W A T E RWA Y S 812 814 815 816 818 820 806 808 810 808804806804814FSWFSWFSWNYLOPLA S T DUCTILE IRON DO NOT P O L L U T E D R A I N S TO WATERWAYS DO NOT PO L L U T E DUCTILE I R ON NYLOPLAST DRAINS TO WATE R W A Y S DO NOT PO L L U T E DUCTILE IRON NYLOPLAST DRAINS T O W ATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO W A T ERWAYSPHASE 1 PHASE 2 ( IN FEET ) GRAPHIC SCALE NORTH 1 inch = 30 ft. 30 15 30 600 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #03-21 CITY OF WINCHESTER SP NUMBER: #SP-20-664HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA8/31/2021 PDM 2039 AS SHOWN KEY PLAN QUAD 4 6 7 8 910 No. PHILLIP DEAN MERRITT 0406 000978 AINIGRI V FOHTLAEWNOMMOC LICENS ED LANDSCA P E A R CHITECTNo. PHILLIP DEAN MERRITT 0406 000978 AINIGRI V FOHTLAEWNOMMOC LICENS ED LANDSCA P E A R CHITECT8/31/2021 Rev. No.DateMATCHLINE - SEE SHEET L5.01L5.00 L5.01 MATC H LI N E MATC H LI N E L5.00SOILS PLAN - NORTHSOILS LEGEND 12" TOPSOIL DEPTH (SHRUB & PERENNIAL BED) 6" TOPSOIL DEPTH (LAWN) INSTALL SOIL TO DEPTH SHOWN IN DETAILS A & B ON SHEET L6.12 (TREES) WETLANDS / PERENNIAL MIX GRASS PAVE SOILS MIX *PER MANUFACTURER'S SPECIFICATIONS FSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSW FSW FSW FSW FSW FSW FSWFSW FSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWNYLOPLAST DUCTILE I R O N DO NOT P O L L U T E D R A I N S T O W A T E RW A Y S NYLOPLAS T DUCTILE IR O N DO NOT P O L L U T E D R A I N S T O W A T E RW A Y S NYLOPL A S T DUCTILE I R O N DO NOT POL L U T E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE I R O N DO NOT P O L L U T E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTIL E I RO N DO NOT P O L L U T E D R A I N S T O W A T E RW A Y S DO NOT PO L L U T E DUCTI L E I RO N NYLO P L A ST DRAINS T O W A TE R WA Y S DO NOT PO L L U T E DUCTIL E I R O N NYLO P L A ST DRAINS T O W A T E R W AY S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSDO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYSNYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSDO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT PO L L U T E DUCT I LE IR ON NYLOP L AS T DRAINS TO W AT E RW A Y S DO NOT PO L L U T E DUCTI L E I RO N NYLO P L A ST DRAINS T O W A T E R W AY S DO NOT P O L L U T E DUCTI L E I RO N NYLOP L AS T DRAINS TO W AT E RW A Y S NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON DO NOT P O L L U T E DUCT I LE I R O N NYLOP L A S T DRAINS TO W AT E RW A Y S DO NOT P O L L U T E DUCTI L E I RO N NYLOP L AS T DRAINS T O W A TE R WA Y S 806 808810814812810808808810812814804806816814812810808806818818 805804 806804814814 ( IN FEET )GRAPHIC SCALENORTH1 inch = 30 ft.301530600151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 ENGI NEER I NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTER SPNUMBER: #SP-20-664HACKWOODS - SVWC LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA8/31/2021PDM2039AS SHOWNKEY PLANQUAD 4 678910No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARC H ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARC H ITECT8/31/2021Rev. No.DateMATCHLINE - SEE SHEET L5.00 L5.01SOILS LEGEND12" TOPSOIL DEPTH (SHRUB & PERENNIAL BED)6" TOPSOIL DEPTH (LAWN)INSTALL SOIL TO DEPTH SHOWN IN DETAILS A & BON SHEET L6.12 (TREES)WETLANDS / PERENNIAL MIXGRASS PAVE SOILS MIX *PER MANUFACTURER'SSPECIFICATIONSL5.01SOILS PLAN - SOUTH VILLA5VILLA4VILLA3VILLA 2VILLA1VILLA10VILLA6VILLA7VILLA9VILLA8FUTURE PHASE OFDEVELOPMENT100'-0"TYPE CRESIDENTIALSEPARATIONBUFFER 50'-0"TYPE BRESIDENTIALSEPARATIONBUFFERF O X D R I V EL A N N YD R I V EB O L D R O C K D R I V EF E L D S P A R C O U R TB O L D R O C K D R I V ET R A V E R T I N EW A Y( IN FEET )GRAPHIC SCALENORTH1 inch = 60 ft.6030601200FREDERICK COUNTY VARIABLE WIDTHLANDSCAPE BUFFERPER PUDLANDSCAPEDNATURE TRAILLANDSCAPED PARKOPEN AIRPAVILIONMULTI-USE LAWNEX TREE CANOPY TOREMAIN TYP.CITY OF WINCHESTER FREDERICK COUNTY CITY OF WINCHESTERSHEET L6.02SHEET L6.03SHEET L6.04SHEET L6.05PROJECT INFO - CITY OF WINCHESTERPROPERTY ZONING: LR LOW DENSITY RESIDENTIAL DISTRICT W/PUD OVERLAYADJACENT PROPERTIES ZONING: LR LOW DENSITY RESIDENTIALDISTRICTAPPLICABLE ORDINANCES:SEC. 13-1-6.1 REQUIRED COMMON OPEN SPACESEC. 13.1-17 OFF-STREET PARKINGSEC. 19-5-6 LANDSCAPINGLANDSCAPE REQUIREMENTS13.1-17 a.: ALL PARKING SCREENED FROM STREET VIEW BYLANDSCAPING, FENCES OR WALLS AS REQUIRED19-5-6.1: OPEN SPACE REQUIRED: 45% OPEN SPACE PROVIDED: 64%19-5-6.2: N/A19-5-6.3: N/A19-5-6.4 a.: LANDSCAPED AREA ADJACENT TO R.O.W. PROVIDEDWITH 2-1/2" CALIPER TREE AT 35' O.C.19-5-6.4 b.: N/A19-5-6.4 c.: ONE TREE PER 2,000 S.F. MIN. FOR INTERIOR PARKINGAND ROADS. THERE ARE 64,070 S.F. OF PROPOSED INTERIORROADS & PARKING - 32 TREES REQUIRED AND PROVIDED19-5-6.4 d.: BUFFER SCREENING: PER REZONING DOCUMENTS, INCLEARED AREAS, A SINGLE ROW OF EVERGREEN TREES SPACEDAT 4' WITH MIN. 5' HT. ARE PROVIDED.19-5-6.4 e.: TREES FOR BUILDING HEIGHT: EXISTING TREES TOREMAIN TO COUNT TOWARDS REQUIREMENTS OF THIS SECTION.19-5-6.4 f.: ALL LANDSCAPED AREAS TO BE LANDSCAPED WITHGROUNDCOVER OR MULCH AS REQUIRED.19-5-6.4 g.: PROVIDED RECREATIONAL AREAS INCLUDE ITEMSLISTED BELOW TO MEET 20% MINIMUM REQUIREMENT. 1. 26% (1.4 AC.) OF OPEN SPACE IS DESIGNATED AS LANDSCAPEDNATURE AREAS WITH PAVED WALKING PATHS (STORM WATERPOND S.F. NOT INCLUDED). REFER TO ATTACHED DESIGNDEVELOPMENT DRAWINGS FOR PLANNED LANDSCAPING INTHOSE AREAS.19-5-6.4 h.: LANDSCAPE PLAN PROVIDED AS REQUIRED. MIN TREESIZE: 2" CALIPER.19-5-6.4 i.: FOUNDATION PLANTING PROVIDED BETWEEN OFFSTREET PARKING AND STREET AS REQUIRED. REFER TO L6.07 FORTYPICAL SCREENING PLANTINGS.19-5-6.4 j.: LANDSCAPE SHALL BE MAINTAINED BY OWNER ASREQUIRED.ADDITIONAL REZONING LANDSCAPE PROVISIONSTHE FOX DRIVE STREETSCAPE AUGMENTED WITH ACCENTPLANTINGSTHE PRIMARY ENTRANCE OFF FOX DRIVE WILL BE AUGMENTEDWITH SHADE TREES, ORNAMENTAL TREES AND SHRUB BEDS.WINCHESTER OPEN SPACE CALCULATIONSROADWAY0.97 AC10%MULTIFAMILY3.05 AC32%OPEN SPACE5.40 AC58%TOTALS9.42 AC100%PROJECT INFO - FREDERICK COUNTYPROPERTY ZONING: MULTIFAMILYADJACENT PROPERTIES ZONING: RPAPPLICABLE ORDINANCES:165-202.01 OFF STREET PARKING165-203.01 BUFFERS AND LANDSCAPING165-402.07 RP OPEN SPACE REQUIREMENTSLANDSCAPE REQUIREMENTS165-202.01D. (13) (a): A MINIMUM OF ONE TREE PER EVERY 2,000 S.F. OFIMPERVIOUS PARKING IS PROVIDED AS REQUIRED. SEE TYPICAL VILLAPLANTING PLAN FOR DETAILS.TOTAL IMPERVIOUS PARKING: 43,000TOTAL TREES REQUIRED 22TOTAL TREES PROVIDED: 37165-202.01D. (13) (b): A MINIMUM OF 5% OF PARKING LOT INTERIOR ISLANDSCAPED AS REQUIRED. SEE TYPICAL VILLA PLANTING PLAN FOR DETAILS.TOTAL PARKING SPACES: 73TOTAL INTERIOR PARKING LOT SHADE TREES REQUIRED 8 (1 PER 10 SPACESREQUIRED).TOTAL INTERIOR PARKING LOT SHADE TREES PROVIDED: 12165-203.01A (1): STREET TREES PROVIDED ALONG FOX DRIVE AT 1 TREE PER 35'WITH MIN. 2 1/2" CALIPER.165-203.01A (2) (a): ORNAMENTAL LANDSCAPING PROVIDED AT VILLAS ASREQUIRED (LOT TYPE L - AGE-RESTRICTED MULTIFAMILY HOUSING). SEE SHEETL5.01 FOR TYPICAL VILLA PLANTING PLAN.1 ORNAMENTAL TREE PER 2 UNITS AND 3 SHRUBS PER PER 2 UNITSTOTAL UNITS: 60ORNAMENTAL TREES REQUIRED 30ORNAMENTAL TREES TREES PROVIDED: 30SHRUBS REQUIRED: 90SHRUBS PROVIDED: 90+::165-203.01A (3): EXISTING TREE CANOPY MEETS PUD REZONINGREQUIREMENTS.165-203.01B (1): PLANT SELECTIONS FOR REQUIRED PLANTINGS SELECTEDFROM LIST OF ACCEPTABLE TREES AND SHRUBS.165-203.01B (2): ALL REQUIRED TREES SHALL MEET SPECIFICATIONS ANDPROCEDURES ESTABLISHED BY THE AMERICAN NURSERY AND LANDSCAPEASSOCIATION. DECIDUOUS TREES ARE A MIN. OF 1 1/4" CALIPER.STREET TREES ALONG FOX DRIVE ARE 2-1/2" CALIPER.165-203.01B (3): LANDSCAPE SHALL BE MAINTAINED BY OWNER AS REQUIRED.165-203.01C: EX TREE CREDITS - N/A. ALL REQUIRED LANDSCAPING REQUIREDTO MEET SEC. 165-203.01 WILL BE IN ADDITION TO ANY EXISTING TREES THATARE PRESERVED.165-203.02: BUFFER REQUIREMENTS TO BE MET BY PRESERVATION OF MATURECANOPY ALONG PROPERTY LINES AUGMENTED WITH ADDITIONAL PLANTINGSAS SHOWN ON PLANS.SCREEN 'A' - 80 L.F.PLANTS REQUIRED: 8 EVERGREEN TREES, 8 DECIDUOUS TREES AND 8 SHRUBSPLANTS PROVIDED: 8 EVERGREEN TREES, 8 DECIDUOUS TREES, AND 8 SHRUBSOPAQUE HEDGE FOR FULL SCREEN REQUIREMENT: 36 SIX FEET SHRUBSSCREEN 'B' - 60 L.F.EXISTING ESTABLISHED TREES TO MEET TREE REQUIREMENTOPAQUE SCREEN FOR FULL SCREEN REQUIREMENT: A DOUBLE ROW OFEVERGREEN TREESTREES REQUIRED: 12TREES PROVIDED:13SCREEN 'C' - 230 L.F.EXISTING ESTABLISHED TREES TO MEET TREE REQUIREMENTOPAQUE SCREEN FOR FULL SCREEN REQUIREMENT: A DOUBLE ROW OF 50EVERGREEN TREESSCREEN 'D' - 260 L.F.EXISTING ESTABLISHED TREES TO MEET TREE REQUIREMENTOPAQUE HEDGE FOR FULL SCREEN REQUIREMENT: 50 SIX FOOT SHRUBSTREES REQUIRED:46TREES PROVIDED: 46165-402.07A: OPEN SPACE REQUIRED: 30%. OPEN SPACE PROVIDED: 30%165-402.08: RECREATIONAL UNITS REQUIRED: 58 UNITS / 30 = 1.93 REC. UNITS.PROVIDED RECREATIONAL AREAS MEETING THE INTENT OF THE ORDINANCEINCLUDE ITEMS LISTED BELOW. REFER TO ATTACHED DESIGN DEVELOPMENTDRAWINGS FOR PLANNED LANDSCAPING.1.27,000 S.F. OF LANDSCAPED PARK WITH PAVED PATHS AND MULTI-USELAWNADDITIONAL REZONING LANDSCAPE PROVISIONS 1. FOX DRIVE STREETSCAPE AUGMENTED WITH ACCENT PLANTINGS 2. THE PRIMARY ENTRANCE OFF FOX DRIVE WILL BE AUGMENTED WITHSHADE TREES, ORNAMENTAL TREES AND SHRUB BEDS.FREDERICK COUNTY OPEN SPACE CALCULATIONSROADWAY1.16 AC10%MULTIFAMILY6.99 AC60%OPEN SPACE3.5 AC30%TOTALS11.65 AC100%LANDSCAPE CALCULATIONS:CONC STEPSTYP.PEDESTRIANBRIDGE TYP.PHASE 1PHASE 2151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 ENGI NEERI NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTERSP NUMBER: SP-20-664SITE PLANRev. No.Date88/9/2022HACKWOODS - SVWC LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 30'L6.0012/07/2020PM20398/18/2022No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECT SHEET L6.01POND 1FOREBAY 2FOREBAY 1POND 2SHEET L6.06SHEET L6.07SHEET L6.07PHASE 1PHASE 2L6.00MINIMUM PLANTING PLAN OVERVIEW 8268468428408508548588488448428408388368388368348 3 2830 8288 2 4 844846846842852854856858860862852856852862860854856858852854856858858860854856842840842852838840842844846848 834 836 824822842838842 840838 84284 2824826 852844842844846848850852 852862860854856858852854856858858860854856842840842852838840842844846848 834 836 824822842838842 840838 84284 2824826 852844842844846848850852FSW FSW FSWFSWFSWFSWGGGGGGGGGGSSSSSSSWM WMG G GGG FSW FSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSW F SW FS W FS WFSW WMDO NO T PO L L U TE DUC T I L E I RON NYL O PL AST DRAIN S T O W A T ER WA Y S NYLO P L A S T DUCTIL E I R ON DO NOT P O L L U T E D R A I N S T O W A T E R W A Y S NYLO P LA S T DUCTIL E IR O N DO NOT P O L L U T E D R A I N S T O W A T E R W A Y S NYLOP L AS T DUCT I L E I RO N DO NO T P O L L U T E D R A I N S TO W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS T O W A T E R W A Y S NYLOPLAST DUCTILE IRON DO NOT POL L U T E DRAIN S T O WATER W A YS NYLOPLAST DUCTILE IRON DO NOT POL L U T E DRAIN S T O WATER W A YS DO N O T P OL L U T E DUC T IL E IR O N NYLOP LA S T DRAINS TO W A TE RW AY S NYLO PL AS T DUCTI L E I RO N DO NO T PO L L U TE DR A IN S T O W AT ER WA Y S NYLO PL AS T DUCT I LE IR ON DO N O T P OL L U T E D RA I NS TO W A TE RW A Y S NYLO PL AS T DUCTI L E I RO N DO NO T PO L L U TE DR A IN S T O W AT ER WA Y S NYLOP L A S T DUCT I LE IR ON DO NO T PO L L U TE DR A I N S T O W A T ER WA Y S NYLO P L A S T DUCT I LE IR ON DO N O T P OL L U T E D RA I NS TO W A TE RW A Y S DO N O T P OL L U T E DUC T IL E IR O N NYLOP LA S T DRAINS TO W A TE RW AY S DO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYSDO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYS WWWW W W W WWWWWWWWWWWWWWWLAWNLAWNVILLA 4SEE SHEET L6.07 FORTYPICAL VILLAPLANTING PLANPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPORCHPATIOEX. VEGETAT ION TO REMA IN& FULF ILL BUFFER REQ .LAWN1 SUGARMAPLE2 BLACK GUM2 BLACK GUM2 BLACK GUM1 BLACK GUM3 BLACK GUM1 'HAPPIDAZE'SWEET GUMVILLA 2SEE SHEET L6.07 FORTYPICAL VILLAPLANTING PLANVILLA 3SEE SHEET L6.07 FORTYPICAL VILLAPLANTING PLANUTILITY EASEMENTSIDEWALKTYP.7 AMERICANHOLLY3 EASTERN REDCEDAR3 WHITE PINE3 AMERICAN HOLLY3 EASTERN RED CEDAR2 WHITE PINETRANSFORMERJUNCTIONBOX1 WHITE PINE2 WHITE PINE6 EASTERN REDCEDAR4 EASTERN RED CEDAR3 AMERICAN HOLLY2 AMERICAN HOLLY1 WHITE PINE4 RED MAPLE1 RED MAPLEEX TREECANOPY3 EASTERN RED CEDAR3 WHITE PINE1 WHITE PINE3 AMERICAN HOLLY3 AMERICANHOLLY1 EASTERN REDCEDAR1 EASTERN REDCEDAR1 WHITE PINEPARKINGBOLD ROCKDRIVE1 RED MAPLE2 SOURWOOD50'-0" TYPE 'B' RESIDENTIALBUFFER100'-0" TYPE 'C' RESIDENTIAL BUFFERSCREEN 'B' - 60 LFDOUBLE ROW OF EVERGREENTREES FOR FULL SCREENREQUIREMENTSCREEN 'C' - 230 LFROW OF DOUBLE TREES FORFULL SCREEN REQUIREMENTFESCUE TURFWILDFLOWEREX. TREE CANOPYNATIVE GRASS/SYMBOLS BELOW INDICATE PLANNEDPLANTINGS BY OWNER OVER AND ABOVEMINIMUM REQUIREMENTS.SEED MIX1 GAL. PERENNIALRAIN GARDENMIXSEED MIXWET MEADOWPLANT LEGENDZOYSIA TURF- ELLIPSE ONLY1 GAL. PERENNIALPARKMIXMATCHLINE - SEE SHEET L6.02MATCHLINE - SEE SHEET L6.03 ( IN FEET )GRAPHIC SCALENORTH1 inch = 20 ft.201020400TURFSTRIPTURF STRIPHVACTYP.SIDEWALK TYP.151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 ENGI NEERI NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTERSP NUMBER: SP-20-664Rev. No.Date88/9/2022HACKWOODS - SVWC LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 30'12/07/2020PM2039KEY PLANQUAD 4 234156789108/18/2022No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECT GENERATORENCLOSUREGENERATORENCLOSUREGENERATORENCLOSUREL6.01MINIMUM PLANTING PLAN NORTH END 1 830834832828826824822820826824 82 2 834 83 2 8288268248 3 8 832834830826 8 2 4 8 2 2 8 2 0 8328 3 0 828 8268268248268248288288 2 8822 826820818824822834 83 2 8288268248 3 8 832834830826 8 2 4 8 2 2 8 2 0 8328 3 0 828 8268268248268248288288 2 8822 826820818824822GGGGG GSSSSS S S S S GGGWMNYLOPLAST DRAINS TO WATERWA Y S DO NOT POLLUTE DUCTILE IRON WWWWWWWWWWWWW W W W W WEX. TREE CANOPYFOX DRIVEMAPLE2 'HAPPIDAZE'SWEET GUM3 SUGAR MAPLE7 BASSWOOD @ 35' O.C.15 LITTLE HENRY SWEETSPIRE15 LITTLE HENRY SWEETSPIRE9 ROBIN RED HOLLY9 ROBIN RED HOLLYOVERHEADUTILITY36 PRAGUEVIBURNUM @ 6' O.C.LANDSCAPE BUFFER2 EASTERN RED CEDAR1 KOUSA DOGWOOD1 KOUSA DOGWOOD1 CRYPTOMERIA1 CRYPTOMERIA1 RED MAPLEUTILITYEASEMENT8 WHITE PINE4 OVERCUP OAK4 RED MAPLE8 WAX MYRTLEBOLD ROCKDRIVEFUTUREPLANTING BEDFUTUREPLANTING BEDFUTURERAIN GARDEN2 SOURWOOD100'-0" TYPE 'C'RESIDENTIAL BUFFER 35'-0" BRL FESCUE TURFWILDFLOWEREX. TREE CANOPYNATIVE GRASS/SYMBOLS BELOW INDICATE PLANNEDPLANTINGS BY OWNER OVER AND ABOVEMINIMUM REQUIREMENTS.SEED MIX1 GAL. PERENNIALRAIN GARDENMIXSEED MIXWET MEADOWPLANT LEGENDZOYSIA TURF- ELLIPSE ONLY1 GAL. PERENNIALPARKMIXMATCHLINE - SEE SHEET L6.01MATCHLINE - SEE SHEET L6.04 ( IN FEET )GRAPHIC SCALENORTH1 inch = 20 ft.201020400151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 ENGI NEERI NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTERSP NUMBER: SP-20-664Rev. No.Date88/9/2022HACKWOODS - SVWC LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 30'12/07/2020PM2039KEY PLANQUAD 4 234156789108/18/2022No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECT TURFSTRIPL6.02MINIMUM PLANTING PLAN NORTH END 2 850854852856858860860858856854 8488468448428408388368348588568548528588608 5 684684 2 860854856858852860854856858846848850852852 84 2 84 0 838 836842840838 836 8528508608548568588528508548568588568588528548568528548368368348308308388408368348308328388 3 2 83884082883685685484284284 2 860854856858852860854856858846848850852852 84 2 84 0 838 836842840838 836 8528508608548568588528508548568588568588528548568528548368368348308308388408368348308328388 3 2 838840828836856854842842FSW FSW FSWFSWFSW GGGGGGGGGGGGGGGGGSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWMWMWW W W W W W WG FSWFSW FSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWNYLOPLAST 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 IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE I R O N DO NOT PO L L U T E D R AINS TO WA T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO W A T E R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NO T PO LL U TE NYL O PL A ST DRAIN S T O W A T ER WA Y S NYL O PL A ST DRAIN S T O W A T ER WA Y S DO NO T PO L L U TE DUC T I L E I RON NYL O PL AST DRAINS TO W A TE RW AY S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS T O WATER W A YS NYLOPLAST DUCTILE IRONDO NOT POLLUTE D R A INS TO W A T ERWAYS NYLOPLAST DUCTILE IRON DO NOT PO L L UTE DR A I N S TO W A T ERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS FSW FSW FSW FSW FSW FSW FSW FSW WWMWNYLOPLAST DUCTILE IRON DO NOT POLLUTE DR A I N S T O W A T E R W A Y S 25'-0" EX TREE BUFFERVILLA 5SEE SHEET L6.07 FORTYPICAL VILLAPLANTING PLANVILLA 6SEE SHEET L6.07 FORTYPICAL VILLA PLANTINGPLANPUMPHOUSEMECHANICALROUNDABOUTPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPAVILIONPORCHPATIOEX. VEGETATION TO REMAIN& FULFILL BUFFER REQ.FUTURE BEDLINEPARKINGTRAVERTINE WAYPHASE 1PHASE 21 PINK DOGWOOD1 PINK DOGWOOD8 BAYBERRY1 PAWPAW3 LOBLOLLY PINE200 ST. JOHN'S WORT18 'HEAVY METALSWITCHGRASS13 BOXWOOD 'BUDDY'5 FOTHERGILLA5 DIERVILLA 'KODIAK BLACK'5 AMERICAN HOLLY6' O.C.5 SKIP LAUREL 6' O.C.4 PRAGUE VIBURNUM5 SKIP LAUREL 6' O.C.5 SKIP LAUREL 6' O.C.1 WHITE PINE2 AMERICAN HOLLY4 PRAGUE VIBURNUM5 AMERICAN HOLLY6' O.C.4 SKIP LAUREL 6' O.C.UTILITY EASEMENT3 YELLOWWOOD10 JUNIPER 'AMIDAK'1 FLOWERING DOGWOOD1 BLACKHAW2 DISTYLIUM 'COPPERTONE'17 COTONEASTER7 DIERVILLA 'KODIAK BLACK'9 SILKY DOGWOOD5 ALLEGHENY VIBURNUM20 SUMAC 'GRO-LOW'1 BLACK GUM2 BAYBERRY4 BLUE ARROW JUNIPER1 BAYBERRY1 BLACKHAWLAWNLAWNHVACTYP.HVAC3 VIBURNUM 'BLUE MUFFIN1 OVERCUP OAK1 INKBERRYDENSABOLD ROCKDRIVEBOLD ROCKDRIVE1 SOURWOOD4 TULIP POPLAR4 TULIP POPLAR1 SOURWOOD2 BLACK GUM1 BLACK GUM100 ST. JOHN'S WORTLIGHT POLETYP.LIGHTTYP.1 BLACK GUM5 PRAGUE VIBURNUM5 PRAGUE VIBURNUM4 SKIP LAUREL 6' O.C.5 SKIP LAUREL 6' O.C.FESCUE TURFWILDFLOWEREX. TREE CANOPYNATIVE GRASS/SYMBOLS BELOW INDICATE PLANNEDPLANTINGS BY OWNER OVER AND ABOVEMINIMUM REQUIREMENTS.SEED MIX1 GAL. PERENNIALRAIN GARDENMIXSEED MIXWET MEADOWPLANT LEGENDZOYSIA TURF- ELLIPSE ONLY1 GAL. PERENNIALPARKMIXMATCHLINE - SEE SHEET L6.05 ( IN FEET )GRAPHIC SCALENORTH1 inch = 20 ft.201020400151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 ENGI NEERI NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTERSP NUMBER: SP-20-664Rev. No.Date88/9/2022HACKWOODS - SVWC LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 30'12/07/2020PM2039KEY PLANQUAD 4 234156789108/18/2022No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECT MATCHLINE - SEE SHEET L6.01 MATCHLINE - SEE SHEET L6.04L6.03MINIMUM PLANTING PLAN ROUNDABOUT SCREEN 'D' - 260 LFOPAQUE 6' HEDGEFOR FULL SCREENREQUIREMENT5/15/23 DRONE PHOTO OF BUFFER BEHIND VILLA 6VILLA 67/13/23 PHOTO SHOWING THE AREA BEHIND THE MAINTENANCE BUILDING WHERETWO DEAD ASH TREES WILL BE REMOVED7/13/23 SHOWING AREA BETWEEN VILLAS 6 & 7 WHERE TWO DEAD TREES (MARKEDWITH ORANGE PAINT) WILL BE REMOVED8/10/2023 REVISION NOTES:1. PROPOSED ADDITIONS TO BUFFER PLANTINGSSHOWN IN RED AND UNDERLINED2. LOCATIONS ARE APPROXIMATE AND WILL BEADJUSTED IN THE FIELD TO WORK WITH EXISTINGTREES AND PROVIDE THE MOST EFFECTIVESCREENING.3. REFER TO SHEET L6.21 FOR BUFFERREMEDIATION PLANT SPECIES AND QUANTITIESPROPOSED TREE REMOVAL IN COUNTY BUFFER(2) DEAD ASH(2) DEAD UNIDENTIFIEDBUFFER REMEDIATION1. FOR RESIDENCES A-G, THE FOLLOWING WILL BEPROVIDED FOR PLANTING IN THE ADJACENTBUFFER:(3)6-8' UNDERSTORY TREES(1)2 1/2" CALIPER DECIDUOUS TREE(3)8-10' EVERGREEN TREES2. FOR THE COUNTY BUFFER, AN ADDITIONAL (7)UNDERSTORY TREES WILL BE ADDED TO THEBUFFER.EVERGREEN SCREENINGHEDGE RELOCATEDTOWARDS REAR PROPERTYLINE WHERE FEASIBLERESIDENCE A3 SERVICEBERRY3 FLOWERINGDOGWOOD2 SERVICEBERRY2 WHITE PINE1 SILVERBELL1 SERVICEBERRY 8328308288268248228208188168148128108 0 8 8 0 6 8068088108128148168188328308 2 8 826824818816814812810808806804822820822822 822822822842808810824820822818820816818820824 822 824 822 820 8228228228428188168148128068058128148158168188208 0 6 8088108088108128148048068 1 6 8 1 4 8 1 2 8 1 0 8 0 8 8 0 6 8 1 8 804 8148 1 4822824822820822 842842840 838 822818 8 1 6816818820810 81 6 8 2 0 820826 834 8308268288308 2 6 82883 2 822824824 82 6814812 822820822822 822822822842808810824820822818820816818820824 822 824 822 820 8228228228428188168148128068058128148158168188208 0 6 8088108088108128148048068 1 6 8 1 4 8 1 2 8 1 0 8 0 8 8 0 6 8 1 8 804 8148 1 4822824822820822 842842840 838 822818 8 1 6816818820810 81 6 8 2 0 820826 834 8308268288308 2 6 82883 2 822824824 82 6814812FSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSW FSWFSWFSWFSWFSWFSWFSWFSWFSWFSWGGGGGGGGGGGGGGSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWGG FSWWMNYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOP LA ST DUC T IL E IR O N DO NO T P O LL UT E D RA I NS TO WA TE RW AY S DO NO T PO LL U TE DUC T I L E I RON NYL O PL A ST DRAIN S T O W AT E R W A Y S NYLOPL AS T DUCTI LE I RON DO N OT PO L LU TE DR A IN S T O W AT ER WA YS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS DO NO T PO LL U TE DUC T I L E I RON NYL O PL A ST DRAIN S T O W AT E R W A Y S DO NO T PO LL U TE DUC T I L E I RON NYL O PL A ST DRAIN S T O W A T ER WA Y S DO N O T P OL L U T E DUC T IL E IR O N NYLOP LA S T DRAINS TO W A TE RW A Y S NYLOPLA S T DUCTILE I R O N DO NOT P OLLUTE DRA I N S T O W ATERWAYS DO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYSWWWWWWWW W NYLOPLAST DUCTILE IRON DO NOT POLLUT E D R A I N S T O W A T E R W A Y SWWWWWWW WWWNYLOPLAST DUCTILE IRON DO NOT POLLUTE DR A I N S T O W A T E R W A Y S 20'-0"LANDSCAPEBUFFER VILLA 1SEE SHEETL6.07 FORTYPICALVILLAPLANTINGPLANPARKINGPARKINGPARKINGPARKINGPARKINGELLIPSEPORCHPATIOASPHALT PATHPARKINGPHASE 1PHASE 2PHASE 1PHASE 2PHASE 2PHASE 11 KOUSA DOGWOOD1 WAX MYRTLE8 CLETHRA 'RUBY SPICE'5 TULIP POPLAR3 INKBERRY5 RHODODENDRON5 LOBLOLLY PINE5 INKBERRY7 BOTTLEBRUSH BUCKEYE7 BOTTLEBRUSH BUCKEYE18 SWEETSPIRE1 LOBLOLLY3 SILVERBELL1 LOBLOLLY1 BLACKHAW7 RHODODENDRON16 SWEETSPIRE'LITTLE HENRY'1 PINK DOGWOOD4 WHITE CLETHRA7 COTONEASTER2 FLOWERING DOGWOOD7 SWEETSPIRE'LITTLE HENRY'1 PINK DOGWOOD3 INKBERRY28 SWEETSPIRE'LITTLE HENRY'9 NINEBARK250 ST. JOHN'S WORT450 ST. JOHN'S WORT6 INKBERRY 'DENSA'17 SWITCHGRASS 'HEAVY METAL'6 DIERVILLA'KODIAK BLACK'6 CLETHRA 'HUMMINGBIRD'1 SILVERBELL7 CALYCANTHUS6 VIBURNUM 'BLUE MUFFIN2 CRYPTOMERIA15 LITTLE HENRY SWEETSPIRE15 LITTLE HENRY SWEETSPIRE15 LITTLE HENRY SWEETSPIRE9 ROBIN RED HOLLY9 ROBIN RED HOLLY9 ROBIN RED HOLLYI YELLOW SAUCER MAGNOLIA1 EASTERN RED CEDAR2 KOUSA DOGWOOD2 CRYPTOMERIA1 KOUSA DOGWOOD1 CRYPTOMERIA1 CRYPTOMERIA1 EASTERN RED CEDAR1 YELLOW SAUCER MAGNOLIA1 CRYPTOMERIA13 BASSWOOD @ 35' O.C.UTILITY EASEMENT9 FOTHERGILLA5 FOTHERGILLA9 ROBIN RED HOLLY1 BLACKHAW6 BASSWOOD9 ROBIN RED HOLLY1 KOUSA DOGWOOD1 CRYPTOMERIA1 WHITE PINE1 OVERCUP OAK3 RED CEDAR8 WAX MYRTLE5 WAX MYRTLE3 ARROWWOOD2 AMERICAN HOLLY5 WAX MYRTLE3 WHITE PINE3 ARROWWOOD5 WAX MYRTLE3 ARROWOOD8 PINK CLETHRA1 WHITE PINE7 PINK CLETHRA11 SWEETSPIRE1 OVERCUP OAK2 OVERCUP OAK4 RED MAPLE15 LITTLE HENRY SWEETSPIRE1 EASTERNRED CEDAR1 SOURWOOD19 ALLEGHENY VIBURNUM1 BLACKHAW1 YELLOWWOOD4 WAX MYRTLEFUTUREPLANTINGBEDFUTUREPLANTINGBEDFUTUREPLANTINGBEDFUTUREPLANTINGBEDFUTUREPLANTINGBEDASPHALT PATH2 'HAPPIDAZE'SWEET GUM3 'HAPPIDAZE'SWEET GUM2 'HAPPIDAZE'SWEET GUM3 WHITE CLETHRAHVACTYP.FESCUE TURFWILDFLOWEREX. TREE CANOPYNATIVE GRASS/SYMBOLS BELOW INDICATE PLANNEDPLANTINGS BY OWNER OVER AND ABOVEMINIMUM REQUIREMENTS.SEED MIX1 GAL. PERENNIALRAIN GARDENMIXSEED MIXWET MEADOWPLANT LEGENDZOYSIA TURF- ELLIPSE ONLY1 GAL. PERENNIALPARKMIXMATCHLINE - SEE SHEET L6.06 ( IN FEET )GRAPHIC SCALENORTH1 inch = 20 ft.201020400151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 ENGI NEERI NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTERSP NUMBER: SP-20-664Rev. No.Date88/9/2022HACKWOODS - SVWC LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 30'12/07/2020PM2039KEY PLANQUAD 4 234156789108/18/2022No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECT MATCHLINE - SEE SHEET L6.03MATCHLINE - SEE SHEET L6.02 F O X D R I V EL6.04MINIMUM PLANTING PLAN PARK AND ELLIPSE 8488468448368348328308528208228188168148128108088068048028008 2 0824826828 8 2 2 824826828830832834836838840842854850840842838805804814 8 1 2 812836834832830 8268248228128068088108 1 2 8 1 0 828852854836836836 826 852852854846842846844826828 826814 814814814818816822824820822824824826828 830832820820802804805836814836836836820824 834832830830830820844848820820838836834832830828 826 824 822801 8 0 6 8 0 8805804 814 8 1 2 812836834832830 8268248228128068088108 1 2 8 1 0 828852854836836836 826 852852854846842846844826828 826814 814814814818816822824820822824824826828 830832820820802804805836814836836836820824 834832830830830820844848820820838836834832830828 826 824 822801 8 0 6 8 0 8 FSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSW FSW FSW FSW FSW FSW FSW FSW FSW FSW FSW FSWGGGGGG GGGGGGG G G GGGGGGGGGGGGSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWMWMWMWMG G G G FS W G G G G FSW FSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWWWWNYLOP L A S T DUCT I L E I RO N DO NOT P O L L U T E D R A I N S T O W A T E R W A Y S NYLO P LA S T DUCTIL E I R O N DO NO T P O L L U T E D R A I N S T O W A T E R W A Y S NYLO P LA S T DUCTI L E I R O N DO NOT P O L L U T E D R A I N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLO P L A S T DUCTIL E I R O N DO NO T P O L L U T E D R A I NS T O W A T E R W A Y S NYLOP L A S T DUCTI L E I R O N DO NOT P O L L U T E D R A I N S T O W A T E R W A Y S DO NO T PO LL U TE DUC T I LE I RON NYL O PL AST DRAIN S T O W A T ER WA Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOP L A S T DUCTI L E I R O NDO NOT POL L U T E D R AI N S T O W A T E R W A Y S NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS DO NO T P O L L UT E DUC T I L E I RON NYL O P L AS T DRAINS TO W A TE RW AY S DO N O T P OL L U T E DUC T I L E I RON NYL O PL AST DRAINS TO W A TE RW AY S DO N O T P OL L U T E DUC T IL E IR O N NYLOP LA S T DRAINS TO W A TE RW AY S NYLOPLAST DRAINS TO WATE R W A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DRAINS TO WATERW A Y S DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERW A Y S DO NOT POLLUTE DUCTILE IRON DO NOT PO L L U TE DUC T I LE I RON NYL O P L AS T DRAIN S T O W A T ER WA Y S DO N O T P OL L U T E DUC T IL E IR O N NYLOP LA S T DRAIN S T O W A T ER WA Y S UTILITY EASEMENT25'-0" EX LANDSCAPE BUFFERPARKINGVILLA 7SEE SHEET L6.07 FORTYPICAL VILLA PLANTINGPLANVILLA 8SEE SHEET L6.07 FORTYPICAL VILLA PLANTINGPLANVILLA 9SEE SHEET L6.07 FORTYPICAL VILLA PLANTINGPLANVILLA 10SEE SHEET L6.07 FORTYPICAL VILLA PLANTINGPLANGENERATORENCLOSUREPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPORCHPATIOPORCHPATIOPORCHPATIOPORCHPATIOEX. VEGETATION TO REMAIN& FULFILL BUFFER REQ.HVACBOLD ROCKDRIVEFELDSPARCOURT3 SILKY DOGWOOD200 ST. JOHN'S WORT13 BOXWOOD 'BUDDY'5 DIERVILLA 'KODIAK BLACK'5 EASTERN RED CEDAR5 CRYPTOMERIA5 PINUS STROBUSWHITE PINE13 SCARLET OAK11 OVERCUP OAK7 SUGAR MAPLE3 SKIP LAUREL 6' O.C.5 AMERICAN HOLLY6' O.C.5 SKIP LAUREL 6' O.C.AREA PREVIOUSLYSHOWN ASTURF TO REMAINAS TREE CANOPY4 PRAGUE VIBURNUM3 AMERICAN HOLLY 6' O.C.4 SKIP LAUREL 6' O.C.5 PRAGUE VIBURNUM5 AMERICAN HOLLY 6' O.C.4 SKIP LAUREL 6' O.C.UTILITY EASEMENTUTILITY EASEMENTUTILITYEASEMENT1 SOURWOOD8 INKBERRY5 PINK CLETHRA1 SOURWOOD1 LOBLOLLY PINE1 BLACK GUM1 SWEETBAY MAGNOLIA3 SILKY DOGWOOD6 'LITTLE HENRY'SWEETSPIRE1 RED MAPLE2 RIVER BIRCH1 RIVER BIRCH3 SWEETBAYMAGNOLIA1 RIVER BIRCH1 BLACKHAW1 SWEETBAYFUTURE RAINGARDENLIGHT POLETYP.GENERATORENCLOSUREHVAC TYP.GENERATORENCLOSURELIGHT TYP.TRANSFORMER5 AMERICAN HOLLY 6' O.C.3 SKIP LAUREL 6' O.C.5 CRYPTOMERIA5 SKIP LAUREL 6' O.C.5 PRAGUE VIBURNUM4 PRAGUE VIBURNUM5 SKIP LAUREL 6' O.C.1 SKIP LAUREL 6' O.C.6 AMERICANHOLLY 6' O.C.FESCUE TURFWILDFLOWEREX. TREE CANOPYNATIVE GRASS/SYMBOLS BELOW INDICATE PLANNEDPLANTINGS BY OWNER OVER AND ABOVEMINIMUM REQUIREMENTS.SEED MIX1 GAL. PERENNIALRAIN GARDENMIXSEED MIXWET MEADOWPLANT LEGENDZOYSIA TURF- ELLIPSE ONLY1 GAL. PERENNIALPARKMIX( IN FEET )GRAPHIC SCALENORTH1 inch = 20 ft.201020400151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 ENGI NEERI NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTERSP NUMBER: SP-20-664Rev. No.Date88/9/2022HACKWOODS - SVWC LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 30'12/07/2020PM2039KEY PLANQUAD 4 234156789108/18/2022No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECT MATCHLINE - SEE SHEET L6.03 MATCHLINE - SEE SHEET L6.06MATCHLINE - SEE SHEET L6.07 L6.05MINIMUM PLANTING PLAN VILLAS 7-10 EVERGREEN SCREENINGHEDGE RELOCATEDTOWARDS REARPROPERTY LINE WHEREFEASIBLEEVERGREEN SCREENINGHEDGE RELOCATEDTOWARDS REAR PROPERTYLINE WHERE FEASIBLERESIDENCE BRESIDENCE CRESIDENCE DRESIDENCE ERESIDENCE FRESIDENCE G8/10/2023 REVISION NOTES:1. PROPOSED CHANGES/ADDITIONS TO BUFFERPLANTINGS SHOWN IN RED AND UNDERL.INED2. LOCATIONS ARE APPROXIMATE AND WILL BEADJUSTED IN THE FIELD TO WORK WITH EXISTINGTREES AND PROVIDE THE MOST EFFECTIVESCREENING.3. REFER TO SHEET L6.21 FOR BUFFERREMEDIATION PLANT SPECIES AND QUANTITIESPROPOSED TREE REMOVAL IN CITY BUFFER(4) AILANTHUSPROPOSED TREE REMOVAL TREE PROTECTIONZONE OUTSIDE BUFFER(1) AILANTHUS(1) TULIP POPLARBUFFER REMEDIATION1. FOR RESIDENCES A-G, THE FOLLOWING WILL BEPROVIDED FOR PLANTING IN THE ADJACENTBUFFER:(3)6-8' UNDERSTORY TREES(1)2 1/2" CALIPER DECIDUOUS TREE(3)8-10' EVERGREEN TREES2. FOR EXCESS CLEARING BEHIND VILLA 8, THEFOLLOWING IS PROPOSED:(5) 8-10' SOUTHERN MAGNOLIA(3) 2 1/2" BLACK GUM(6) 3-4' ARROWWOOD VIBURNUM5 RED CEDAR2 SLIVERBELL1 FLOWERINGDOGWOOD1 FLOWERING DOGWOOD1 FLOWERINGDOGWOOD1 REDBUD1 SERVICEBERRY1 REDBUD1 WHITE PINE1 WILLOW OAK1 WILLOW OAK2 WHITE PINE3 RED CEDAR1 WHITE PINE1 WILLOW OAK2 WHITE PINE1 WILLOW OAK1 RED CEDAR1 RED MAPLE2 REDBUD2 REDBUD3 SERVICEBERRY2 DOGWOOD1 SOUTHERNMAGNOLIA2 SOUTHERNMAGNOLIA1 WILLOW OAK3 RED CEDAR1 BLACK GUM3 ARROWWOOD3 ARROWWOOD1 WHITE PINE2 BLACK GUM1 WILLOW OAK1 WHITEPINE1 WHITE PINE1 REDBUD3 SERVICEBERRY3 SERVICEBERRY 810804802806808812814816818804802800798796804802800810812814816818820818808 814812810808818818 805806804814 8108 1 2818812806808810 8 1 2 8 1 0 792 799.5 798.5 796 794 798792799.5798.57967947987 9 2 7 9 9 . 5 7 9 8 . 5 7 9 6 7 9 4 7 9 8808806810812814806808 806 810816818 8 0 8 802804805796800802802.5802.7801804802804805800805800799.5798.5798799.5798.5798798796800800798796806804802800 798804802 804 802 798.5798.78018018018 0 0 8 0 2 8 0 4 8 0 6 8 0 8 792 799.5 798.5 796 794 7988068048028008 0 6 808810812814816818820818808 814812810808818818 805806804814 8108 1 2818812806808810 8 1 2 8 1 0 792 799.5 798.5 796 794 798792799.5798.57967947987 9 2 7 9 9 . 5 7 9 8 . 5 7 9 6 7 9 4 7 9 8808806810812814806808 806 810816818 8 0 8 802804805796800802802.5802.7801804802804805800805800799.5798.5798799.5798.5798798796800800798796806804802800 798804802 804 802 798.5798.78018018018 0 0 8 0 2 8 0 4 8 0 6 8 0 8 792 799.5 798.5 796 794 7988068048028008 0 6 808GSSS WWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W UTILITY EASEMENTUTILITYEASEMENT20'-0" LANDSCAPE BUFFER POND 2PHASE 1PHASE 2NORMAL WATERLEVEL, TYP.BOULDERS TYPICAL32 DWF PLUM YEW5 WILLOW OAKSEASONAL COLORSEASONALCOLOR8 DISTYLIUM24 SUNSHINELIGUSTRUM8 DISTYLIUM3 SILKY DOGWOOD1 BALD CYPRESS3 SWEETBAYMAGNOLIA1 BALD CYPRESS1 BALD CYPRESS6 PINK CLETHRA23 INKBERRY11 PINK CLETHRA1 WAX MYRTLE7 SILKY DOGWOOD3 SILKYDOGWOOD8 INKBERRY3 BUTTONBUSH7 SWEETSPIRE11 INKBERRY1 RIVER BIRCH1 WAX MYRTLE13 SWEETSPIRE1 RED MAPLE29 DWF PLUM YEW18 SUNSHINELIGUSTRUM3 HIGAN CHERRY15LITTLE HENRY SWEETSPIRE15 LITTLE HENRY SWEETSPIRE9 ROBIN RED HOLLY9 ROBIN RED HOLLY2 CRYPTOMERIA20 MAJESTIC JADE LAUREL2 KOUSA DOGWOOD2 CRYPTOMERIA1 KOUSA DOGWOOD2 CRYPTOMERIA1 KOUSA DOGWOODOVERHEADUTILITY3 BASSWOOD @ 35' O.C.20 MAJESTIC JADE LAUREL7 EDWARD GOUCHER ABELIA20' UTILITYEASEMENT8 INKBERRY5 PINK CLETHRA1 SOURWOOD1 LOBLOLLY PINE1 BLACK GUM1 SWEETBAY MAGNOLIA7 EDWARD GOUCHER ABELIA1 RIVER BIRCH1 RIVER BIRCH2 SWEETGUM7 LITTLE HENRY SWEETSPIRE6 INKBERRY6 CLETHRA 'RUBY'26 LITTLE HENRY SWEETSPIRE3 SILKY DOGWOOD3 RIVER BIRCH1 SWEETBAY MAGNOLIA1 SWEETGUM3 SWEETBAY MAGNOLIA10 INKBERRY5 WAX MYRTLE3 INKBERRY1 SILKY DOGWOOD5 INKBERRY1 SILKY DOGWOOD9 LITTLE HENRYSWEETSPIRE6 LITTLE HENRY SWEETSPIRE6 INKBERRY1 BUTTONBUSH1 SILKY DOGWOOD9 INKBERRY1 SILKY DOGWOOD2 SILKY DOGWOOD4 INKBERRY4 INKBERRY6 INKBERRY5 PINK CLETHRA6 PINK CLETHRA1 BUTTONBUSH17 INKBERRY7 INKBERRY1 BLACKHAW5 WILLOW OAK6 BASSWOOD@ 35' O.C.15 LITTLE HENRY SWEETSPIRE9 ROBIN RED HOLLY1 KOUSA DOGWOOD1 CRYPTOMERIA5 BUTTONBUSH1 BALD CYPRESS3 SWEETBAYMAGNOLIA1 BALDCYPRESS1 BLACKGUM1 SWAMPCHESTNUTOAK1 LOBLOLLY PINE11 INKBERRY10 INKBERRY4 BUTTONBUSH3 SPICEBUSH4 'LITTLE HENRY' SWEETSPIRE3 BUTTONBUSH6 PINK CLETHRA5 LITTLE HENRYSWEETSPIRE9 INKBERRY9 BUTTONBUSH3 SWEETBAY MAGNOLIA3 PINK CLETHRA2 SILKY DOGWOOD9 PINK CLETHRA3 SPICEBUSH6 'LITTLE HENRY'SWEETSPIRE16 INKBERRY8 SILKY DOGWOOD3 INKBERRY1 WHITE PINE1 OVERCUP OAK3 RED CEDAR8 WAX MYRTLE5 WAX MYRTLE3 ARROWWOODVIBURNUM2 AMERICAN HOLLY1 AMERICANHOLLY5 WAX MYRTLE3 WHITE PINE3 ARROWWOODVIBURNUM5 WAX MYRTLE3 ARROWOODVIBURNUM8 PINK CLETHRA12 SWEETSPIRE8 PINK CLETHRA1 WHITE PINE7 PINK CLETHRA1 WAX MYRTLE11 SWEETSPIRE4 BLACK GUM5 CALYCANTHUS1 OVERCUP OAK2 OVERCUP OAK1 SWEETGUM1 RED MAPLE4 RED MAPLE1 SWEETBAY MAGNOLIA3 SILKY DOGWOOD1 SILKY DOGWOOD1 LOBLOLLY PINE2 SWAMP WHITE OAK3 SPICEBUSH7 LITTLE HENRY SWEETSPIRE3 LITTLE HENRY SWEETSPIRE1 CRYPTOMERIA1 SWAMP WHITE OAK1 SWEETBAY MAGNOLIA3 HIGAN CHERRYB O L D R O C K D R I V E 3 BUTTONBUSH3 BUTTONBUSH1 SUGAR MAPLE1 BLACKGUM3 SWAMP WHITE OAK2 RIVER BIRCH1 RIVER BIRCHASPHALT PATHZONE 1ZONE 2ZONE 3ZONE 1 (6" TO 12" BELOW WATER LEVEL)WATER WEED (34%)POND WEED (33%)WILD CELERY (33%)ZONE 2 (0" TO 6" BELOW WATER LEVEL)ARROW ARUM (20%)PICKEREL WEED (20%)WILD RICE (20%)BROAD-LEAF ARROWHEAD (20%)COMMON THREE SQUARE (20%)BMP PLUGS AND WET MEADOW SEED MIXZONE 3 (0" TO 12" ABOVE WATER LEVEL)SWEET FLAG (15%)SOFTSTEM BULRUSH (14%)COMMON RUSH (14%)CARDINAL FLOWER (14%)BLUEFLAG IRIS (15%)SWAMP MILKWEED (14%)TURTLEHEAD (14%)*NOTE - OVERSEED ZONE 3WITH WET MEADOW SEED MIXFESCUE TURFWILDFLOWEREX. TREE CANOPYNATIVE GRASS/SYMBOLS BELOW INDICATE PLANNEDPLANTINGS BY OWNER OVER AND ABOVEMINIMUM REQUIREMENTS.SEED MIXPLANT LEGENDZOYSIA TURF- ELLIPSE ONLY1 GAL. PERENNIALRAIN GARDENMIXSEED MIXWET MEADOW1 GAL. PERENNIALPARKMIXMATCHLINE - SEE SHEET L6.07( IN FEET )GRAPHIC SCALENORTH1 inch = 20 ft.201020400151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 ENGI NEERI NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTERSP NUMBER: SP-20-664Rev. No.Date88/9/2022HACKWOODS - SVWC LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 30'12/07/2020PM2039KEY PLANQUAD 4 234156789108/18/2022No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECT MATCHLINE - SEE SHEET L6.05MATCHLINE - SEE SHEET L6.04 F O X D R I V E1 LOBLOLLY PINE16 SHENANDOAHSWITCHGRASS1 SWEETBAY MAGNOLIA7 SILKY DOGWOOD6 PINK CLETHRA5 INKBERRY1 LOBLOLLY PINEL6.06MINIMUM PLANTING PLAN ENTRANCE AND MEADOW 800798802804806 808810 812814816818822796794820808 810 812 814 816 818 802804810820 812814816818820822824826828812812796798806806804802800802804804806800794808810812814816818802804810820 812814816818820822824826828812812796798806806804802800802804804806800794SSSWWWWWWW DO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYS DO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYSDO NOT POLLUTE DUCTILE IRONNYLOPLASTDRAINS TO WATERWAYSPARKING VARIABLE WIDTHEX TREE BUFFEREX. VEGETATION TO REMAIN& FULFILL BUFFER REQ.10 LITTLEHENRYSWEETSPIRE1 SILKYDOGWOOD5 CRYPTOMERIAUTILITYEASEMENT6 SILKY DOGWOOD1 WAX MYRTLE7 PINK CLETHRA14 SWEETSPIRE12 INKBERRY3 SWEETSPIRELANNY DRIVE1 RIVERBIRCH5 CRYPTOMERIA1 EX. CANOPY TREE5 EASTERN RED CEDAR5 WHITE SPRUCE1 EX. CANOPY TREE1 EX. CANOPY TREE1 EX. CANOPY TREE1 RED CEDAR5 WHITE PINE7 CRYPTOMERIA18 EMERALD ARBORVITAE@4' O.C.36 EMERALD4 WHITE SPRUCEFUTUREPLANTINGBEDFUTUREPLANTINGBEDFUTUREPLANTINGBED15' BRL25'-0" EXLANDSCAPEBUFFER FESCUE TURFWILDFLOWEREX. TREE CANOPYNATIVE GRASS/SYMBOLS BELOW INDICATE PLANNEDPLANTINGS BY OWNER OVER AND ABOVEMINIMUM REQUIREMENTS.SEED MIX1 GAL. PERENNIALRAIN GARDENMIXSEED MIXWET MEADOWPLANT LEGENDZOYSIA TURF- ELLIPSE ONLY1 GAL. PERENNIALPARKMIX804802800798796794806799.5 798.5 80 4 800 802 804 806 806 804 802 800 798 796 799.5 798.5 794 799.5 798.5 80 4 800 802 804 806 806 804 802 800 798 796 799.5 798.5 794OVERHEADUTILITY 9 ROBIN RED HOLLY15 SWEETSPIREASPH A L T P A T H ASPH A L T P A T H1 SWEETBAYMAGNOLIA3 SILKYDOGWOOD8 INKBERRY3 BUTTONBUSH10 LITTLEHENRYSWEETSPIRE1 SILKYDOGWOOD3 BUTTONBUSH5 SWEETSPIRE5 LITTLE HENRYSWEETSPIRE11 INKBERRY5 LITTLE HENRYSWEETSPIRE11 PINKCLETHRA9 SWEETSPIRE5 LITTLE HENRYSWEETSPIRE8 INKBERRY5 LITTLE HENRYSWEETSPIRE5 LITTLE HENRYSWEETSPIRE11 WHITECLETHRA9 INKBERRY3 BASSWOOD @ 35' O.C.36 EMERALDARBORVITAE@4' O.C.7 CRYPTOMERIA5 SOUTHERN MAGNOLIA36 EMERALD ARBORVITAE@4' O.C.15' BRL( IN FEET )GRAPHIC SCALENORTH1 inch = 20 ft.201020400151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 ENGI NEERI NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTERSP NUMBER: SP-20-664Rev. No.Date88/9/2022HACKWOODS - SVWC LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 30'12/07/2020PM2039KEY PLANQUAD 4 234156789108/18/2022No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECT MATCHLINE - SEE SHEET L6.06 MATCHLINE - SEE SHEET L6.05 L6.07MINIMUM PLANTING PLAN NORTH SOUTH BUFFER 1 AMELANCHIER 'AUTUMN BRILLIANCE' SERVICEBERRY 3 BUXUS 'GREEN VELVET' GREEN VELVET BOXWOOD PERENNIALS @ 18" O.C. TYP. 3 BUXUS 'GREEN VELVET' GREEN VELVET BOXWOOD 6 ABELIA 'RADIANCE' RADIANCE ABELIA 3 ABELIA 'RADIANCE' RADIENCE ABELIA PERENNIALS @ 18" O.C. 2 BUXUS 'GREEN VELVET' GREEN VELVET BOXWOOD5 NANDINA 'GULFSTREAM' GULFSTREAM NANDINA 9 ILEX CRENATA 'BENNETT'S COMPACTA' JAPANESE HOLLY 5 ILEX CRENATA 'BENNETT'S COMPACTA' JAPANESE HOLLY 5 AZALEA 'IMPERIAL QUEEN PERENNIALS @ 18" O.C. 5 AZALEA 'IMPERIAL QUEEN 5 ABELIA 'KALEIDOSCOPE' KALEIDOSCOPE ABELIA 1 HYDRANGEA 'LITTLE LIME' PEEGEE HYDRANGEA 1 HYDRANGEA 'LITTLE LIME' PEEGEE HYDRANGEA 1 PRUNUS SUBHIRTELLA VAR. AUTUMNALIS HIGAN CHERRY 1 PRUNUS SUBHIRTELLA VAR. AUTUMNALIS HIGAN CHERRY 6 CEPHALOTAXUS HARRINGTONIA 'PROSTRATA' DWARF PLUM YEW PERENNIALS @ 18" O.C. PARKING PARKING PARKING PORCH PATIO 1 HYDRANGEA 'LITTLE LIME' PEEGEE HYDRANGEA 1 THUJA 'EMERALD GREEN' EMERALD GREEN ARBORVITAE 1 AMELANCHIER 'AUTUMN BRILLIANCE' SERVICEBERRY PERENNIALS @ 18" O.C. TURFTURF TURF TURF TURF FUTURE PLANTINGS FUTURE PLANTINGS FUTURE PLANTINGS FUTURE PLANTINGS GENERATOR ENCLOSURE TYPICAL VILLA EX. TREE CANOPY SYMBOLS BELOW INDICATE PLANNED PLANTINGS BY OWNER OVER AND ABOVE MINIMUM REQUIREMENTS. Plant Legend ( IN FEET ) GRAPHIC SCALE NORTH 1 inch = 10 ft. 10 5 10 200 TYPICAL UNIT PLANTING: FREDERICK COUNTY REQUIREMENTS (165-203.01): LOT TYPE I: 3 SHRUBS PER 2 UNITS & 1 ORNAMENTAL TREE PER 2 UNITS - 10 UNITS - REQ: 15 SHRUBS & 5 ORNAMENTAL TREES - PROVIDED: +- 50 SHRUBS & 5 ORNAMENTAL TREES 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664SITE PLANRev. No.Date 8 8/9/2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 30' L6.00 12/07/2020 PM 2039 8/18/2022 No. PHILLIP DEAN MERRITT 0406 000978 AINIGRI V FOHTLAEWNOMMOC LICENS E D LANDSCA P E A R CHITECTNo. PHILLIP DEAN MERRITT 0406 000978 AINIGRI V FOHTLAEWNOMMOC LICENS E D LANDSCA P E A R CHITECTL6.08 1 1/8" TYP.3"T.W. ELEV.=VARIES: SEE PLAN B.W. ELEV.=VARIES: SEE PLAN 6"42" GUARDRAIL ANCHORED IN 12" X 36" ROUND FOOTING CONCRETE SIDEWALK 3" SEGMENTAL WALL CAP; SECURE WITH WATERPROOF CONSTRUCTION ADHESIVE SEGMENTAL RETAINING WALL BLOCK PROPOSED FINISH GRADE COMPACTED SUBGRADE TO 95% PROCTOR DENSITY REINFORCED BACKFILL COMPACTED TO 95% PROCTOR DENSITY LIMITS OF EXCAVATION FOR WALL GRID 4" PERF. DRAIN PIPE. TEE OUT DRAINPIPE EVERY 50' MIN. THROUGH WALL W/ WALL DRAIN PRO WEEP DRAIN REMOVE LIP FROM BOTTOM ROW OF BLOCK #21A FOOTING GEOGRID TYP. NOTES: 1. SEGMENTAL WALL GRIDS & DESIGN SHALL BE INSTALLED PER DESIGN CALCULATIONS OF STRUCTURAL ENGINEER. CONTRACTOR SHALL VERIFY WITH STRUCTURAL ENGINEER PRIOR TO START OF WALL CONSTRUCTION. 2. WALL BLOCK TO BE HARINGTON 3" & 6" 3-PC WALL BY KEYSTONE W/ MATCHING 3" X 10" WALL CAP 4" OF 3-5" RIVER ROCK ON FILTER FABRIC 4" PERF. PIPE TO DAYLIGHT 1'-0" 1'-6" 2'-6" WRAP STONE IN FILTER FABRIC PLANTING SOIL #57 STONE SEGMENTAL FREESTANDING WALL BLOCK 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664SITE PLANRev. No.Date 8 8/9/2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 30' L6.00 12/07/2020 PM 2039 8/18/2022 No. PHILLIP DEAN MERRITT 0406 000978 AINIGRI V FOHTLAEWNOMMOC LICENS E D LANDSCA P E A R CHITECTNo. PHILLIP DEAN MERRITT 0406 000978 AINIGRI V FOHTLAEWNOMMOC LICENS E D LANDSCA P E A R CHITECTL6.08WALL DETAILS1 GUARDRAIL N.T.S.2 SEGMENTAL RETAINING WALL SECTION 1" - 1'-0" G SLOPE PLANTING TREE STAKING DETAIL NOT TO SCALE+18"REFER TO TREE STAKING DETAIL A, THIS SHEET PLANTING DETAILS D SHRUB PLANTING DETAIL NOT TO SCALE ALL PLANTS TO BE INSTALLED SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1 OR 2 INCHES ABOVE 3" LAYER OF SHREDDED HARDWOOD MULCH BACKFILL PLANTING BED WITH NATIVE SOIL EXCEPT IN AREAS WITH HEAVY CLAY, EXCESSIVE ROCKS OR CONSTRUCTION DEBRIS BACKFILL WITH LOCAL TOPSOIL CUT AND REMOVE BURLAP FROM THE TOP HALF OF THE ROOTBALL. DO NOT REMOVE BURLAP FROM BENEATH THE ROOTBALL TILL PLANTING BED TO A DEPTH OF 12 INCHES THROUGHOUT SCARIFY BOTTOM OF PIT 3" B MULTI-STEM TREE PLANTING DETAIL NOT TO SCALE EQUAL EQUAL EQUAL 4" PERF. CORRUGATED PLASTIC PIPE WITH CAP FLUSH WITH MULCH CUT AND REMOVE THE TOP HALF OF ANY WIRE BASKETS OR SPLIT THE BASKET DOWN THE MIDDLE AND FOLD ONTO THE BOTTOM OF THE PLANTING PIT EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL - TAPER EDGE OF PLANTING PIT TO GRADE AS INDICATED CUT AND REMOVE BURLAP FROM TOP HALF OF ROOTBALL -REMOVE ALL TWINE AND ROPE AROUND TRUNK AND TOP OF ROOTBALL BACKFILL PLANTING PIT WITH NATIVE SOIL - WHEN IN HEAVY CLAY, MIX GOOD QUALITY TOPSOIL WITH NATIVE SOIL TOP OF ROOTBALL TO BE AT OR SLIGHTLY ABOVE GRADE -1 OR 2 INCHES MAX. 3" LAYER OF SHREDDED HARDWOOD MULCH -MOUNDED AT EDGE TO FORM A SHALLOW SAUCER MULTI STEMMED TREES TO HAVE 3-5 TRUNKS OF SIMILAR SIZE TREE FORM PLANT MATERIAL TO HAVE FULL SHAPE AS SHOWN IN DETAIL SCARIFY BOTTOM OF PIT 3" E GROUNDCOVER PLANTING BED DETAIL NOT TO SCALE PLAN UNLESS OTHERWISE NOTED, PLANT UP TO EXISTING DRIP LINE OF ADJACENT SHRUBS EDGE OF PLANTING BED PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS AND TREES STAGGER SPACING WHERE POSSIBLE EDGE OF BUILDING OR WALK 2" LAYER OF SHREDDED HARDWOOD MULCH ALL PLANTS SHALL INSTALLED SO THAT TOP OF ROOT IS AT SAME GRADE AS ORIGINALLY GROWN TILL ALL PLANT BEDS TO A DEPTH OF 12 INCHES AND BACKFILL WITH NATIVE SOIL -IN AREAS WITH HEAVY CLAY OR ROCKY SOILS, AMEND WITH GOOD QUALITY LOCAL TOPSOIL -SEE SPECIFICATIONS F FLOWER BED PLANTING DETAIL NOT TO SCALE PLAN EDGE OF PLANTING BED STAGGERED PLANT SPACING EDGE OF BUILDING OR WALK 1" LAYER OF SHREDDED HARDWOOD MULCH ALL PLANTS SHALL INSTALLED SO THAT TOP OF ROOT IS AT SAME GRADE AS ORIGINALLY GROWN ADD 6" OF NEW TOPSOIL IN ADDITION TO THE 6" TILLED BASE FOR A 12" TOTAL DEPTH TILL ALL PLANT BEDS TO A DEPTH OF 6 INCHES AND BACKFILL WITH NATIVE SOIL -IN AREAS WITH HEAVY CLAY OR ROCKY SOILS AMEND WITH GOOD QUALITY LOCAL TOPSOIL - SEE SPECIFICATIONS C EVERGREEN TREE STAKING DETAIL NOT TO SCALE PLAN NO STAKING REQUIRED TREES 8'+TREES 6'-8' TREES UNDER 6' 4" ~ PERFORATED CORRUGATED PLASTIC PIPE WITH CAP FLUSH WITH MULCH 5'-0"EQUAL EQUAL EQUAL NO. 12 GAUGE GALVANIZED WIRE GUYS HARDWOOD STAKES 2x2x8' LONG TO BE INSTALLED OUTSIDE OF ROOTBALL 3" LAYER OF SHREDDED HARDWOOD MULCH MOUNDED AT EDGE TO FORM A SHALLOW SAUCER TOP OF ROOTBALL TO BE AT OR SLIGHTLY ABOVE GRADE -1 OR 2 INCHES MAXIMUM CUT AND REMOVE BURLAP FROM TOP HALF OF ROOTBALL -REMOVE ALL TWINE AND ROPE AROUND TRUNK AND TOP OF ROOTBALL BACKFILL PLANTING PIT WITH NATIVE SOIL -EXCEPT IN AREAS OF HEAVY CLAY, ADD GOOD QUALITY TOPSOIL TO NATIVE SOIL EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL -TAPER EDGE OF PLANTING PIT TO GRADE AS INDICATED CUT AND REMOVE THE TOP HALF OF ANY WIRE BASKETS OR SPLIT THE BASKET DOWN THE MIDDLE AND FOLD ONTO THE BOTTOM OF THE PLANTING PIT. PLACE ROOTBALL ON UNDISTURBED SOIL & SCARIFY BOTTOM OF PIT 3" 1/2" RUBBER HOSE - NEW -12" LONG MIN. A DECIDUOUS TREE STAKING DETAIL NOT TO SCALE PLAN EQUAL EQUAL EQUAL 4" PERF. CORRUGATED PLASTIC PIPE WITH CAP FLUSH WITH MULCH 5'-0"CUT AND REMOVE THE TOP HALF OF ANY WIRE BASKETS OR SPLIT THE BASKET DOWN THE MIDDLE AND FOLD ONTO THE BOTTOM OF THE PLANTING PIT EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL - TAPER EDGE OF PLANTING PIT TO GRADE AS INDICATED CUT AND REMOVE BURLAP FROM TOP HALF OF ROOTBALL -REMOVE ALL TWINE AND ROPE AROUND TRUNK AND TOP OF ROOTBALL BACKFILL PLANTING PIT WITH NATIVE SOIL - WHEN IN HEAVY CLAY, MIX GOOD QUALITY TOPSOIL WITH NATIVE SOIL TOP OF ROOTBALL TO BE AT OR SLIGHTLY ABOVE GRADE -1 OR 2 INCHES MAX. 3" LAYER OF SHREDDED HARDWOOD MULCH -MOUNDED AT EDGE TO FORM A SHALLOW SAUCER HARDWOOD STAKES 2x2x8' LONG TO BE INSTALLED OUTSIDE OF ROOTBALL NO. 12 Ga GALVANIZED WIRE GUYS 1/2" RUBBER HOSE - NEW, 12" IN LENGTH LINE OF STAKES TO BE PARALLEL TO WALK OR ROAD SCARIFY BOTTOM OF PIT 3" PLANTING NOTES: 1.CONTRACTOR SHALL VERIFY PLANT MATERIAL QUANTITIES SHOWN ON PLAN WITH TOTALS IN PLANTING SCHEDULE. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO FINAL BIDDING. UNIT PRICES SHALL BE SUBMITTED AS PART OF FINAL BID. 2.ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR TO BE IN A HEALTHY GROWING CONDITION. PLANT MATERIALS WHICH DO NOT FULFILL THIS GUARANTEE SHALL BE REPLACED AT NO COST TO THE OWNER. REPLACEMENT SHALL BE GUARANTEED THROUGHOUT THE ORIGINAL GUARANTEE PERIOD. PLANTS THAT DIE SHALL BE REPLACED IMMEDIATELY. 3.CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOT ASSUME IRRIGATION SYSTEM IS FULLY OPERATIONAL AT COMPLETION OF PLANTING INSTALLATION 4.CONTRACTOR RESPONSIBLE FOR CONTACTING MISS UTILITY PRIOR TO BEGINNING OF CONSTRUCTION FOR LOCATION OF ALL UTILITY LINES. TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT IF ANY CONFLICTS OCCUR. 5.THE LANDSCAPE ARCHITECT IS THE OWNERS REPRESENTATIVE AND SHALL BE THE APPROVING AUTHORITY FOR INFORMATION PROVIDED IN THESE PLANS AND SPECIFICATIONS. 6.ALL PLANT MATERIALS, TOPSOIL, MULCH, FERTILIZERS, SOIL AMENITIES, PLANTING SUPPLIES AND METHODS SHALL BE SUBJECT TO LANDSCAPE ARCHITECTS APPROVAL. REJECTED MATERIALS SHALL BE REMOVED FROM THE SITE WITHOUT DELAY. 7.ALL PLANT MATERIALS AND PLANTING METHODS SHALL CONFORM TO A.A.N. STANDARDS. 8.CONTRACTOR SHALL LAYOUT AND MARK LOCATION FOR ALL PLANT MATERIAL, PLANTING, AND IMPROVEMENTS SHOWN AND REQUEST IN FIELD APPROVAL FROM LANDSCAPE ARCHITECT. 9.BEDS TO CONTAIN SHRUBS OR GROUND COVER SHALL BE TILLED TO A DEPTH OF 6" AND THE SOIL CONDITIONED BY ADDING CLEAN, WELL ROTTED MANURE. IF EXISTING SOIL IS CONSIDERED TO BE UNUSABLE BY OWNER, BEDS SHALL BE TREATED TO ELIMINATE WEEDS AND WEED SEEDS. 10.ALL PLANTING BED AREAS SHALL BE COVERED WITH A 3" MINIMUM LAYER OF MEDIUM TEXTURE SHREDDED HARDWOOD MULCH UNLESS OTHERWISE NOTED. 11.ALL SUBSTITUTIONS OF PLANT MATERIAL SHALL BE REQUESTED IN WRITING TO THE LANDSCAPE ARCHITECT AND APPROVED IN WRITING BY THE OWNER. 12.ALL PLANTING OPERATIONS SHALL BE UNDER THE SUPERVISION OF AN EXPERIENCED PLANTSMAN. 13.LANDSCAPE ARCHITECT RESERVES THE RIGHT TO SELECT PLANT MATERIALS IN THE NURSERY. 14.FOR TREES BALLED IN WIRE BASKETS, CUT AND REMOVE TOP AND SIDES OF BASKET AFTER INSTALLATION. 15.LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO A.A.N. STANDARDS. SEE AMERICAN STANDARD FOR NURSERY STOCK, ANSI Z60.1-(CURRENT EDITION). 16.SOIL SHALL BE FREE OF ALL WEEDS. 17.PLANT SIZES, QUANTITIES, AND SPECIES WILL BE CHECKED BY COUNTY INSPECTION FOR COMPLIANCE WITH PLANT SCHEDULE AS APPROVED BY THE COUNTY. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR DELAY IN ISSUANCE OF CERTIFICATE OF OCCUPANCY BY THE COUNTY RESULTING FROM UNATHORIZED SUBSTITUTIONS OR DOWNSIZING. 18.UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL, AND SCHEDULE A FINAL INSPECTION FOR ACCEPTANCE BY OWNER 19.THE ONE YEAR GUARANTEE PERIOD SHALL BEGIN UPON THE OWNER'S APPROVAL AND ACCEPTANCE OF THE PLANTING INSTALLATION. THE OWNER SHALL ASSUME RESPONSIBILITY FOR MAINTENANCE INCLUDING WATERING, WEEDING, PEST CONTROL, AND FERTILIZATION. 20.CONTRACTOR SHALL REMOVE STAKING FROM TREES AT THE END OF THE ONE YEAR WARRANTY PERIOD. 21. CITY OF WINCHESTER MAINTENANCE NOTES: ·ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. ·REASONABLE PROVISIONS FOR PROTECTION FROM VEHICLES, PEDESTRIANS, SHOPPING CARTS. ·DEAD OR DYING VEGETATION SHALL BE REPLACED AT DIRECTION OF ADMINISTRATOR. ·REPLACEMENT SHRUB SIZE CONSISTENT WITH THAT EXPECTED FOR SPECIES AND TIME SINCE INSTALLATION. ·REPLACEMENT TREES AT .5" CALIPER ABOVE 2" FOR EVERY YEAR SINCE INSTALLATION UP TO 5" CALIPER.151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664SITE PLANRev. No.Date 8 8/9/2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" 30' L6.00 12/07/2020 PM 2039 8/18/2022 No. PHILLIP DEAN MERRITT 0406 000978 AINIGRI V FOHTLAEWNOMMOC LICENS E D LANDSCA P E A R CHITECTNo. PHILLIP DEAN MERRITT 0406 000978 AINIGRI V FOHTLAEWNOMMOC LICENS E D LANDSCA P E A R CHITECTL6.20MINIMUM PLANTING NOTES AND DETAILS DETAILROOT TYPEHEIGHTCALIPERSPACINGCOMMON NAMEBOTANICAL NAMEQUANTITY REMARKS TREES SHRUBS 10 QUERCUS PHELLOS WILLOW OAK AS SHOWN 2"12-14' HT.B&B A MATCHED 32 TILIA AMERICANA AMERICAN LINDEN AS SHOWN 2 1/2"12-14' HT.B&B A 20 QUERCUS LYRATA OVERCUP OAK AS SHOWN 2"12-14' HT.B&B A 12 ACER SACCHARUM SUGAR MAPLE AS SHOWN 2"12-14' HT.B&B A 10 CORNUS KOUSA 'CELESTIAL'KOUSA DOGWOOD AS SHOWN 6-8' HT.B&B A SINGLE STEM, MATCHED AT FOX DR. ENTRANCE 6 PRUNUS SUBHIRTELLA VAR. AUTUMNALIS HIGAN CHERRY AS SHOWN 6-8' HT.B&B A 46 JUNIPERUS VIRGINIANA EASTERN RED CEDAR AS SHOWN 6-8' HT.B&B C 42 CRYPTOMERIA JAPONICA CRYPTOMERIA AS SHOWN 6-8' HT.B&B C 55 ILEX OPACA AMERICAN HOLLY AS SHOWN 6-8' HT.B&B C 43 PINUS STROBUS WHITE PINE AS SHOWN 8-10' HT.B&B C 2 MAGNOLIA SOULANGIANA 'ELIZABETH'ELIZABETH MAGNOLIA AS SHOWN 6-8' HT.B&B A SINGLE STEM 17 ACER RUBRUM 'OCTOBER GLORY'RED MAPLE AS SHOWN 2"12-14' HT.B&B A 13 QUERCUS COCCINEA SCARLET OAK AS SHOWN 2"12-14' HT.B&B A 22 MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA AS SHOWN 6-8' HT.B&B B 3 OR 5 STEMS 4 CLADRASTUS KENTUCKEA YELLOWWOOD AS SHOWN 2"12-14' HT.B&B A 5 TAXODIUM DISTICHUM BALD CYPRESS AS SHOWN 2"12-14' HT.B&B A 11 BETULA NIGRA 'DURA-HEAT'RIVER BIRCH AS SHOWN MULITSTEM 6-8' HT.B&B B 3 OR 5 STEMS 1 ASIMINA TRIBOLA PAWPAW AS SHOWN 6-8' HT.B&B A SINGLE STEM 3 CORNUS FLORIDA 'CHEROKEE PRINCESS'FLOWERING DOGWOOD AS SHOWN 6-8' HT.B&B A WHITE VARIETY 4 CORNUS FLORIDA F. RUBRA FLOWERING DOGWOOD AS SHOWN 6-8' HT.B&B A PINK VARIETY 4 HALESIA CAROLINA CAROLINA SILVERBELL AS SHOWN 6-8' HT.B&B A 14 LIQUIDAMBAR STYRACIFLUA 'HAPPIDAZE'FRUITLESS SWEET GUM AS SHOWN 2"12-14' HT.B&B A 22 NYSSA SYLVATICA BLACK GUM AS SHOWN 2"12-14' HT.B&B A 15 PINUS TAEDA LOBLOLLY PINE AS SHOWN 8-10' HT.B&B C 5 VIBURNUM PRUNIFOLIUM BLACKHAW VIBURNUM AS SHOWN 6-8' HT.B&B A 7 OXYDENDRON ARBOREUM SOURWOOD AS SHOWN 2"12-14' HT.B&B A 6 QUERCUS BICOLOR SWAMP WHITE OAK AS SHOWN 2"12-14' HT.B&B A 1 QUERCUS MICHAUXII SWAMP CHESTNUT OAK AS SHOWN 2"12-14' HT.B&B A 57 PRUNUS LAUROCERASUS 'SCHIPKAENSIS SKIP LAUREL AS SHOWN 6'CONT./B&B D 6' HT. FOR REQUIRED BUFFER PLANTINGS 61 CEPHALOTAXUS HARRINGTONIA 'PROSTRATA'DWARF PLUM YEW AS SHOWN 3 GAL.18"CONT.D 34 PANICUM VIRGATUM 'SHENANDOAH'SHENANDOAH SWITCHGRASS AS SHOWN 3 GAL.CONT.D 10 JUNIPERUS COMMUNIS 'AMIDAK'AMIDAK JUNIPER AS SHOWN 3 GAL.18"CONT.D 40 PRUNUS LAURCERASUS 'MAJESTIC JADE'ENGLISH LAUREL AS SHOWN 3 GAL.21"CONT.D 112 CLETHRA ALNIFOLIA 'RUBY'PINK SUMMERSWEET AS SHOWN 3 GAL.24"CONT.D 291 ILEX GLABRA 'DENSA'DWARF INKBERRY AS SHOWN 3 GAL.21"CONT.D 378 ITEA VIRGINICA 'LITTLE HENRY'DWARF SWEETSPIRE 3' O.C.3 GAL. 18"CONT.D 17 MYRICA PENSYLVANICA NORTHERN BAYBERRY AS SHOWN 3 GAL.24"CONT.D 20 RHUS AROMATICA 'GRO-LOW'FRAGRANT SUMAC AS SHOWN 3 GAL.24"CONT.D 18 DISTYLIUM 'PIIDIST-III' PP25,304 COPPERTONE DISTYLIUM AS SHOWN 3 GAL.24"CONT.D 13 BUXUS 'BUDDY'BUDDY BOXWOOD AS SHOWN 3 GAL.24"CONT.D 14 AESCULUS PARVIFLORA BOTTLEBRUSH BUCKEYE AS SHOWN 3 GAL.24"CONT.D 59 CORNUS AMOMUM SILKY DOGWOOD AS SHOWN 3 GAL.24"CONT.D 24 COTONEASTER DAMMERI 'CORAL BEAUTY'CORAL BEAUTY COTONEASTER AS SHOWN 3 GAL.24"CONT.D 12 CALYCANTHUS FLORIDUS CAROLINA ALLSPICE AS SHOWN 3 GAL.24"CONT.D 9 VIBURNUM DENTATUM ARROWWOOD VIBURNUM AS SHOWN 3 GAL.24"CONT.D 14 ABELIA 'EDWARD GOUCHER'EDWARD GOUCHER ABELIA AS SHOWN 3 GAL.24"CONT.D 32 CEPHALANTHUS OCCIDENTALIS BUTTONBUSH AS SHOWN 3 GAL.24"CONT.D 4 JUNIPERUS SCOPULORUM 'BLUE ARROW'BLUE ARROW JUNIPER AS SHOWN 6'CONT.D 13 VIBURNUM DENTATUM 'BLUE MUFFIN'BLUE MUFFIN VIBURNUM AS SHOWN 3 GAL.24"CONT.D 19 FOTHERGILLA GARDENII DWARF FOTHERGILLA AS SHOWN 3 GAL.24"CONT.D 24 VIBURNUM RHYTIDOPHYLLOIDES 'ALLEGHENY'ALLEGHENY VIBURNUM AS SHOWN 3 GAL.24"CONT.D 18 DIERVILLA 'COPPER'DWARF BUSH HONEYSUCKLE AS SHOWN 3 GAL.24"CONT.D 18 CLETHRA ALNIFOLIA SWEET PEPPERBUSH AS SHOWN 3 GAL.24"CONT.D 9 LINDERA BENZOIN SPICEBUSH AS SHOWN 3 GAL.24"CONT.D 18 DIERVILLA RIVULARIS 'SMNDRSF' PP22,550 DIERVILLA KODIAK BLACK AS SHOWN 3 GAL.24"CONT.D MINIMUM PLANT SCHEDULE IF THERE IS A DISCREPANCY BETWEEN PLANTING PLAN AND PLANT SCHEDULE QUANTITIES, CONTACT LANDSCAPE ARCHITECT FOR CLARIFICATION. 90 ILEX X 'CONIN'ROBIN RED HOLLY AS SHOWN 6'CONT.D 41 JUNIPERUS CHINENSIS 'HETZI COLUMNARIS'HETZI JUNIPER 6' O.C. 6'CONT./B&B C 42 LIGUSTRUM 'SUNSHINE'SUNSHINE LIGUSTRUM AS SHOWN 3 GAL.24"CONT.D 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET: DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY SP NUMBER: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664SITE PLANRev. No.Date 8 8/9/2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 30' L6.00 12/07/2020 PM 2039 8/18/2022 No. PHILLIP DEAN MERRITT 0406 000978 AINIGRI V FOHTLAEWNOMMOC LICENS E D LANDSCA P E A R CHITECTNo. PHILLIP DEAN MERRITT 0406 000978 AINIGRI V FOHTLAEWNOMMOC LICENS E D LANDSCA P E A R CHITECTPARK PERENNIAL MIX - 1,200 S.F. TOTAL 100 SALVIA GUARANITICA BLUE ANISE SAGE 18" O.C.1 GAL.CONT.E PARK PERENNIAL MIX 100 PEROVSKIA ATRIPLICIFOLIA RUSSIAN SAGE 18" O.C.1 GAL.CONT.E PARK PERENNIAL MIX 100 REDBECKIA HIRTA BLACK EYED SUSAN 18" O.C.1 GAL.CONT.E PARK PERENNIAL MIX 100 ECHINACEA PURPUREA 'MAGNUS'MAGNUS PURPLE CONEFLOWER 18" O.C.1 GAL.CONT.E PARK PERENNIAL MIX 100 PHLOX PANICULATA DAVID DAVID GARDEN PHLOX 18" O.C.1 GAL.CONT.E PARK PERENNIAL MIX 100 PENSTEMON DIGITALIS BEARDTONGUE 18" O.C.1 GAL.CONT.E PARK PERENNIAL MIX 56 FLATS HYPERICUM ST. JOHN'S WORT 9" O.C.18/FLAT CONT.E ERNST FACW WETLAND MEADOW MIX ERNST VIRGINIA GENTLEMAN'S MIX 175 IRIS VERSICOLOR BLUE FLAG IRIS 18" O.C.2" PLUG E ZONE 3 175 CHELONE GLABRA TURTLEHEAD 18" O.C.2" PLUG E ZONE 3 175 LOBELIA CARDINALIS CARDINAL FLOWER 18" O.C.2" PLUG E ZONE 3 720 PELTANDRA VIRGINICA ARROW ARUM 18" O.C.2" PLUG E ZONE 2 720 ZIZANIA AQUATICA WILD RICE 18" O.C.2" PLUG E ZONE 2 1733 VALISNERIA AMERICANA WILD CELERY 18" O.C.2" PLUG E ZONE 1 720 SAGITTARIA LATIFOLIA BROAD-LEAF ARROWHEAD 18" O.C.2" PLUG E ZONE 2 175 JUNCUS EFFUSUS COMMON RUSH 18" O.C.2" PLUG E ZONE 3 720 SCIPUS PUNGENS COMMON THREE-SQUARE 18" O.C.2" PLUG E ZONE 2 720 PONTEDARIA CORDATA PICKERAL WEED 18" O.C.2" PLUG E ZONE 2 1733 POTAMOGETON PECTINATUS POND WEED 18" O.C.2" PLUG E ZONE 1 1733 ELODEA CANADENSIS WATER WEED 18" O.C.2" PLUG E ZONE 1 175 SCIRPUS VALIDUS SOFTSTEM BULRUSH 18" O.C.2" PLUG E ZONE 3 175 ASCLEPIAS INCARNATA SWAMP MILKWEED 18" O.C.2" PLUG E ZONE 3 175 ACORUS AMERICANUS SWEETFLAG 18" O.C.2" PLUG E ZONE 3 ZONE 1 WETLAND PLUGS ZONE 4 SEED MIXES 20,000 S.F. 6,000 S.F. ZONE 2 WETLAND PLUGS ZONE 3 WETLAND PLUGS DETAILROOT TYPEHEIGHTCALIPERSPACINGCOMMON NAMEBOTANICAL NAMEQUANTITY REMARKS 9 PHYSOCARPUS OPULIFOLIUS 'SUMMER WINE'SUMMER WINE NINEBARK AS SHOWN 3 GAL.24"CONT.D 69 VIBURNUM X PRAGENSE PRAGUE VIBURNUM AS SHOWN 6'B&B D 17 PANICUM VIRGATUM 'HEAVY METAL'HEAVY METAL SWITCHGRASS AS SHOWN 3 GAL.CONT.D 13 LIRIODENDRON TULIPIFERA TULIP POLAR AS SHOWN 2"12-14' HT.B&B A GRASSES 6 CLETHRA ALNIFOLIA 'HUMMINGBIRD'DWARF SUMMERSWEET AS SHOWN 3 GAL.24"CONT.D 12 RHODODENDRON 'ROSEUM PINK'PINK RHODODENDRON AS SHOWN 3 GAL.24"CONT.D 8 MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA AS SHOWN 8-10' HT.B&B D 54 THUJA OCCIDENTALIS 'EMERALD GREEN'EMERALD ARBORVITAE 4' O.C.5-6' HT.B&B D DETAILROOT TYPEHEIGHTCALIPERSPACINGCOMMON NAMEBOTANICAL NAMEQUANTITY REMARKS TREES FREDERICK COUNTY MINIMUM PLANT SCHEDULE FOR TYP. VILLA (1 OF 6) NOTE: *SEE SHEET L6.13 FOR REQUIRED PLANTS FOR VILLAS. SPECIES BASED ON TYPICAL VILLA PLANTING AND WILL VARY PER BUILDING. TYPICAL UNIT PLANTING: FREDERICK COUNTY REQUIREMENTS (165-203.01): LOT TYPE I: 3 SHRUBS PER 2 UNITS & 1 ORNAMENTAL TREE PER 2 UNITS - 10 UNITS - REQ: 15 SHRUBS & 5 ORNAMENTAL TREES - PROVIDED: +- 50 SHRUBS & 6 ORNAMENTAL TREES L6.21MINIMUM PLANT SCHEDULE3 PRUNUS SUBHIRTELLA VAR. AUTUMNALIS HIGAN CHERRY AS SHOWN 6-8' HT.B&B A 2 AMELANCHIER 'AUTUMN BRILLIANCE'AUT. BRILLIANCE SERVICEBERRY AS SHOWN 6-8' HT.B&B A 1 THUJA OCCIDENTALIS 'EMERALD GREEN'EMERALD ARBORVITAE AS SHOWN 5-6' HT.B&B D SHRUBS 6 BUXUS 'BUDDY'BUDDY BOXWOOD AS SHOWN 3 GAL.24"CONT.D 9 ABELIA 'RADIANCE'RADIANCE ABELIA AS SHOWN 3 GAL.24"CONT.D 3 HYDRANGEA PANICULATA 'LITTLE LIME'LITTLE LIME HYDRANGEA AS SHOWN 3 GAL.21"CONT.D 14 ILEX CRENATA 'COMPACTA'COMPACTA HOLLY AS SHOWN 3 GAL.21"CONT.D 10 AZALEA 'IMPERIAL QUEEN'IMPERIAL QUEEN AZALEA AS SHOWN 3 GAL.24"CONT.D 2 BUXUS 'DEE RUNK'DEE RUNK BOXWOOD AS SHOWN 3 GAL.24"CONT.D 5 NANDINA DOMESTICA 'GULFSTREAM'GULFSTREAM NANDINA AS SHOWN 3 GAL.21"CONT.D 6 CEPHALOTAXUX HARRINGTONIA 'PROSTRATA'DWARF PLUM YEW AS SHOWN 3 GAL.18"CONT.D DETAILROOT TYPEHEIGHTCALIPERSPACINGCOMMON NAMEBOTANICAL NAMEQTY COUNTY TOTAL BUFFER REMEDIATION PLANTINGS NATIVE CANOPY TREES 6 QUERCUS PHELLOS WILLOW OAK AS SHOWN 2 1/2"12-14' HT.B&B A 1 ACER RUBRUM 'OCTOBER GLORY'RED MAPLE AS SHOWN 2 1/2"12-14' HT.B&B A 3 NYSSA SYLVATICA BLACK GUM AS SHOWN 2 1/2"12-14' HT.B&B A NATIVE EVERGREEN TREES 7 JUNIPERUS VIRGINIANA EASTERN RED CEDAR AS SHOWN 8-10' HT.B&B C 11 PINUS STROBUS WHITE PINE AS SHOWN 8-10' HT.B&B C 3 MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA AS SHOWN 8-10' HT.B&B D NATIVE UNDERSTORY TREES 8 CORNUS FLORIDA 'CHEROKEE PRINCESS'FLOWERING DOGWOOD AS SHOWN 6-8' HT.B&B A 4 CERCIS CANADENSIS EASTERN REDBUD AS SHOWN 6-8' HT.B&B A 13 AMELANCHIER 'AUTUMN BRILLIANCE'AUT. BRILLIANCE SERVICEBERRY AS SHOWN 6-8' HT.B&B A NATIVE SHRUBS 6 VIBURNUM DENTATUM ARROWWOOD VIBURNUM AS SHOWN 3 GAL.24"CONT.D NOTE: NEIGHBORING RESIDENTS MAY REQUEST ALTERNATIVE NATIVE TREES SPECIES OF THE APPROPRIATE TREE CATEGORY (CANOPY, UNDERSTORY, ETC.) FROM THE MAIN PLANT SCHEDULE FOR THE PER-RESIDENCE ALLOTMENT (3 UNDERSTORY, 3 EVERGREEN, 1 CANOPY) IF DESIRED. REVISED 8/10/2023 CITY TOTAL TOTAL = 2 6 3 1 TOTAL = TOTAL = 2 10 1 3 6 10 7 3 9 10 5 2 6 19 24 3 HALESIA CAROLINA CAROLINA SILVERBELL AS SHOWN 6-8' HT.B&B A 7 REVISED 8/10/2023