The URL can be used to link to this page

Home My WebLink About03-21 Site PlanC001COVER SHEET1" = 1000' HACKWOODS - SVWC SITE DEVELOPMENT PLAN LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA VICINITY MAP SCALE: 1" = 1000' OWNER WESTMINSTER-CANTERBURY OF WINCHESTER INC 300 WESTMINSTER CANTERBURY DRIVE, 22603 WINCHESTER, VIRGINIA 540-665-5935 DEVELOPER WESTMINSTER-CANTERBURY OF WINCHESTER, INC. 300 WESTMINSTER CANTERBURY DRIVE, 22603 WINCHESTER, VIRGINIA 540-665-5935 HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA11/02/2020 KAS 20-12 2039 Plan Revisions Rev. No Rev. Date Comment 01 03-02-2021 Addressed Frederick County Inspections Department Comments 02 03-12-2021 Addressed City Utility and Building Official Comments 03 04-09-2021 Addressed FC Public Works & City Comments 04 04-12-2021 Addressed FC GIS & Planning Comments 05 09-01-2021 City Planning 2nd Rnd Comments 06 01-11-2022 City SWM Comments 07 03-04-2022 FC Comments (Fox Dr) DATE FREDERICK COUNTY APPROVAL ZONING ADMINISTRATOR * SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL LIST OF SERVICES: CIVIL ENGINEERING I GIS I LAND SURVEYING I ENVIRONMENTAL I ANALYTICAL LABORATORY I QUALITY CONTROL TESTING & INSPECTIONS Gas:Washington Gas P.O. Box 2400 Winchester, VA 22604 (540) 869-1111 Water/Sewer:City of Winchester Public Utilities 15 North Cameron Street Winchester, VA. 22601 (540) 667-1815 Power: UTILITY NOTICE REQUIRED Contractors shall notify all public utility 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. Names and telephone numbers of the operators of underground utility lines appear below. These numbers shall also be used to serve in an emergency condition. CALL "MISS UTILITY" VIRGINIA UTILITY PROTECTION SERVICE (VUPS) AT 811 OR 1-800-552-7001, 48 HOURS PRIOR TO THE START OF WORK. EXCAVATORS MUST NOTIFY ALL PUBLIC UTILITY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATING OR BLASTING AND HAVE THOSE FACILITIES LOCATED BY THE UTILITY COMPANIES PRIOR TO COMMENCING EXCAVATION. THE EXCAVATOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL COUNTY REQUIREMENTS, VIRGINIA CODE AND REGULATIONS. Verizon P.O. Box 17398 Baltimore, MD 21297 (301) 954-6282 Communications:Comcast Comunications 195 Rainville Road Winchester, VA 22602 (540) 504-0942 Shenandoah Valley Electric Coop 3463 Valley Pike Winchester, VA 22602 (540) 450-2051 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-20-664 FRE D E R I C K C O U N T Y CITY O F W I N C H E S T E R DATE CITY OF WINCHESTER APPROVAL DIRECTOR OF PLANNING * SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL Sheet List Table Sheet Number Sheet Title Rev. No Rev. Date C001 Cover Sheet 06 01-11-2022 C002 Frederick County General Notes and Legend 04 04-12-2021 C003 City of Winchester General Notes and Legend 03 04-09-2021 C003A City of Winchester PUD Concept Approval Letters 03 04-09-2021 C004 Project Information 04 04-12-2021 C005 Boundary and Existing Topography 07 03-04-2022 C100 E&S Phase I 06 01-11-2022 C101 E&S Phase II 06 01-11-2022 C102 E&S Narrative 03 04-09-2021 C103 E&S Details C104 E&S Details C105 E&S Details 06 01-11-2022 C200 Overall Site & Utility Plan 05 09-01-2021 C201 Site Plan 06 01-11-2022 C202 Site Plan 05 09-01-2021 C203 Site Plan 05 09-01-2021 C204 Utility Plan 06 01-11-2022 C205 Utility Plan 05 09-01-2021 C206 Utility Plan 05 09-01-2021 C207 Overall Grading Plan 06 01-11-2022 C208 Grading Plan 06 01-11-2022 C209 Grading Plan 06 01-11-2022 C210 Grading Plan 03 04-09-2021 C211 Grading Plan 03 04-09-2021 C212 Grading Plan 07 03-04-2022 C213 Grading Plan 07 03-04-2022 C214 Grading Plan 03 04-09-2021 C215 Life Safety Plan 03 04-09-2021 C216 Life Safety Details 03 04-09-2021 C300 BMP Map & VRRM Summary 06 01-11-2022 C301 SWM Divides Map 06 01-11-2022 C301A SWM Offsite Divides Map 03 04-09-2021 C302 SWM Profiles 06 01-11-2022 C303 SWM Details 06 01-11-2022 C304 SWM Details 06 01-11-2022 C305 SWM Details - Underground Detention C400 Road Profiles C401 Road Profiles C402 Road Profiles C403 Road Profiles C404 Road Profiles C500 Sanitary Sewer Profiles 02 03-12-2021 C501 Sanitary Sewer Profiles 02 03-12-2021 C502 Sanitary Sewer Profiles 02 03-12-2021 C503 Sanitary Sewer Profiles 02 03-12-2021 C510 Storm Sewer Profiles 03 04-09-2021 C511 Storm Sewer Profiles 03 04-09-2021 C512 Storm Sewer Profiles 03 04-09-2021 C513 Storm Sewer Profiles 03 04-09-2021 C514 Storm Sewer Profiles 03 04-09-2021 C515 Storm Sewer Calculations 06 01-11-2022 C516 Storm Sewer Calculations 06 01-11-2022 C517 Storm Channel Computations 03 04-09-2021 C520 Waterline Profiles 02 03-12-2021 C521 Waterline Profiles 02 03-12-2021 C522 Fire Service Line Profiles C600 Site Details 03 04-09-2021 C601 City of Winchester Details 05 09-01-2021 C602 VDOT Details C603 VDOT Details 03 04-09-2021 C604 VDOT Details 05 09-01-2021 L5.00 Planting Plan Overview 04 04-12-2021 L5.01 North End 1 04 04-12-2021 L5.02 North End 2 04 04-12-2021 L5.03 Planting Plan Roundabout 04 04-12-2021 L5.04 Planting Plan Park and Ellipse 04 04-12-2021 L5.05 Planting Plan Villas 7-10 04 04-12-2021 L5.06 Planting Plan Fox Drive and Meadow 04 04-12-2021 L5.07 Planting Plan South Buffers 04 04-12-2021 L5.08 Planting Plan Typical Villa 04 04-12-2021 L5.09 Planting Plan BMPs 03 04-09-2021 L5.10 Wall Details 04 04-12-2021 L5.11 Plant List, Notes, and Details 04 04-12-2021 PH1 Site Lighting Photometrics 05 08-31-2021 PH2 Photometrics Light Fixture Cutsheets PH3 Photometrics Light Fixture Cutsheets Rev. No.Date N/A C002FREDERICK COUNTY GENERAL NOTES AND LEGENDRev. No.Date 04 04-12-2021HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA11/02/2020 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: #03-21 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 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'Rear:N/A *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 03 04-09-2021HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA11/02/2020 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: #03-21 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: N/A C003ACITY OF WINCHESTER PUD CONCEPT APPROVAL LETTERSRev. No.Date 03 04-09-2021HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA11/02/2020 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: #03-21 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664PROJECT INFORMATIONHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIARev. No.Date 04 04-12-2021 N/A C004 11/02/2020 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 W V UT SR C Q P O N M L K C J I H G F E D C N 16°00'58" E - 215.74' N 15°27'03" E - 385.45' N 16°05'26" E - 282.11' N 4 8 ° 4 3 ' 4 5 " E -N 75 °23 '40 " E - 190 .31 ' S 20°49'42" E - 120.43' S 18°38' 0 1" E - 2 69. 6 6' 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. 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 2 1 3 . 2 4 ' PROP. 5' ROW DEDICATION 2 0 4 . 7 2 ' N 16°05'26" E - 282.08' N 15°27'03" E - 385.45' N 16°00'58" E - 215.77'180.49'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: #03-21 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 07 03-04-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 60' C005 11/02/2020 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 U T 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 WINCHESTERCFS 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 799.5796792800802804806808798.5794798SMF804806808806808804802799.5799 798.5 798.5799799.5 800 806808804802799.5 800 LCG CFS CFS CFS LCG^^^^^^^^ ^ ^ ^^^^^^^^^^^^^^^ ^ ^ ^^^^^^^^^^ ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ ^^^ ^^^^^^^^ ^^^ 131 130 808804800796806802798794800DESIGN HIGH WATER (100YR STORM) = 805.12' DRY STORAGE WET STORAGE DESIGN HIGH WATER (100YR STORM) = 805.12' 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 STAGING AREA 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 CHAIN LINK FENCE. EXACT LOCATION TO BE DETERMINED BY CONTRACTOR AT TIME OF INSTALLATION.802151 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-20-664E&S PHASE IRev. No.Date 06 01-11-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 60' C100 11/02/2020 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 USES 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 C603 FOR OUTLET PROTECTION COMPUTATIONS. 8408 3 2 850 840 830 840 810812 812812 800802804806806804802800798796794842840838836834832830808810812814816818826 824 822 812 800 802 804 806 808 810 812800802804806808810842860 854 856 858 852 862 860 854 856 858 852 854 856 858 858 860 854 856 850 852 8 4 2 840 8 4 0 842852850842 83884084284484684883483683282 8 826 824 822 842 838 838842822822822 822 842 822842 842840838836834832 830 828 826 824822822 8 3 4 838 840 842 8 3 4 8 3 2 830 836836 82 8 830 828 832 834 824 826 796798806806804802800792799.5798.5796794798806 804 802 792 800 799.5 798.5 796 794 798 792799.5798.5796794798802 804 804806800 808 806 802 804 810 812 814798.5799799.5 806 805 804 802.7 802.5802 800 799.5 799 798.5798 796 800 798.5 799 799.5 800 800 799.5 799 798.5 798 796 801 801 798.7 798.5 798 796 798.7 798 796 800 802 804 805 805 804 802.7 802.5802 800 806 802 803.5 805 804 803.7 801 806 801 802 803.5 805 804803.7 800806802804808806802804810828830832834824826822828 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 836836836826852 852 854 846 844 842 846 8448428 4 4 826 82882681881683 2 8 3 4 8 3 0 828 8 4 6 8 4 8 8 5 0 852 814816 814 814 814 818 8168228248 2 0822 824824826828830832 804806808808 81 8 8168168148128188108 10 834 832 830 83 0 826820830 798.5 820 820820800820 840 838 836834805 805 822 820 8 18 808 810 824 820 822 808810812814816818816 818 820 810 826824822820818 820 816 818 820 8248228248228208 1 8 8 2 0 816 818820 822 822 826 832 834 836 83 6 8 4 0 836 838 834 814824 826 824 828 82 8 812 812812810 822 WMFSWFSWFSW 18 17 16 15 14 13 19 20 21 22 23 24 25 27 34 28 36 3743 42 29 41 30 31 33 7776 75 74 73 72 71 70 69 68 67 66 65 64 63 59 60 61 56 55 54 53 57 49 50 51 52 45 46 47 48 12 11 10 11A 12A 26 79 80 81 82 71A 83 84 86 85 88 89 101 102A 103 107 104 108106 105 109 111 110 90 91 92 93 94 95 96 97 98 99 100 87 87A SSS SSSSSS S S S SSSSS2 1 3A 3 128 127 131 130WW W W W WWW W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWMWM WM WMWM WM WM WM WM WWW32 33A 38 39 40 35 22A NYLOPLAST DUCTILE IRON DO NOT POLL U T E D R AIN S T O W A T E R WA Y S 2 1 3 4 5 6 7 8 910 PROP. WET POND PROP. WET POND FREDERICK COUNTYCITY OF WINCHESTERPROP. INGRESS/ EGRESS EASEMENT BOLD ROCKDRIVEFELDSPAR CT.TRAVERTINEWAY BOLD R O C K DRIVE BOLD ROCK DRIVE BOLD R O C K DRIV E BASALT CT.73A 102 102B 87B 200 201 LCG LCG LCG LCG LCG LCG LCG LCG LCG LCG DESIGN HIGH WATER (100YR STORM) = 805.12' DRY STORAGE WET STORAGE DESIGN HIGH WATER (100YR STORM) = 805.12' DRY STORAGE WET STORAGE AREA TO SB #1 A=64.95 AC. CFS 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 12" CFS #3 A=0.26 AC. C=0.60 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 TO STR. 111 A=0.72 AC. C=0.68 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 TO STR. 22A A=0.16 AC. C=0.33 TO STR. 23 A=0.17 AC. C=0.39 TO STR. 25 A=0.31 AC. C=0.34 TO STR. 21 A=0.26 AC. C=0.31 TO STR. 24 A=0.03 AC. C=0.51 TO STR. 17 A=0.04 AC. C=0.86 TO STR. 18 A=0.06 AC. C=0.82 TO STR. 16 A=0.27 AC. C=0.46 TO STR. 15 A=0.23 AC. C=0.80 TO STR. 14 A=0.07 AC. C=0.87 TO STR. 47 A=0.26 AC. C=0.76 TO STR. 46 A=0.10 AC. C=0.90 TO STR. 48 A=0.08 AC. C=0.89 TO STR. 52 A=0.08 AC. C=0.82 TO STR. 50 A=0.09 AC. C=0.90 TO STR. 57 A=0.19 AC. C=0.74 TO STR. 11 A=0.27 AC. C=0.60 TO STR. 12 A=0.12 AC. C=0.82 TO STR. 56 A=0.27 AC. C=0.47 TO STR. 51 A=0.19 AC. C=0.78 TO STR. 54 A=0.16 AC. C=0.85 TO STR. 61 A=0.10 AC. C=0.80 TO STR. 60 A=0.23 AC. C=0.71 TO STR. 91 A=0.12 AC. C=0.82 TO STR. 66 A=0.13 AC. C=0.76 TO STR. 67 A=0.07 AC. C=0.42 TO STR. 65 A=0.15 AC. C=0.86 TO STR. 64 A=0.28 AC. C=0.80 TO STR. 80 A=0.20 AC. C=0.75 TO STR. 82 A=0.10 AC. C=0.86 TO STR. 79 A=0.24 AC. C=0.77 TO STR. 69 A=0.07 AC. C=0.88 TO STR. 70 A=0.05 AC. C=0.88 TO STR. 71 A=0.08 AC. C=0.79 TO STR. 81 A=0.21 AC. C=0.77 TO STR. 73 A=0.02 AC. C=0.82 TO STR. 75 A=0.12 AC. C=0.88 TO STR. 76 A=0.14 AC. C=0.68 TO STR. 74 A=0.02 AC. C=0.90 TO STR. 86 A=0.16 AC. C=0.63 TO STR. 84 A=0.14 AC. C=0.71 TO STR. 85 A=0.10 AC. C=0.43TO STR. 100 A=0.34 AC. C=0.40 TO STR. 99 A=0.13 AC. C=0.37 TO STR. 98 A=0.10 AC. C=0.41 TO STR. 97 A=0.22 AC. C=0.35 TO STR. 96 A=0.20 AC. C=0.37 TO STR. 101 A=0.20 AC. C=0.36 TO STR. 95 A=0.05 AC. C=0.43 TO STR. 94 A=0.34 AC. C=0.37 TO STR. 93 A=0.13 AC. C=0.37 ROOF DRAINS TO STR. 94 A=0.10 AC. C=0.90 ROOF DRAINS TO STR. 80 A=0.09 AC. C=0.90 ROOF DRAINS TO STR. 82 A=0.09 AC. C=0.90 ROOF DRAINS TO STR. 98 A=0.11 AC. C=0.90 ROOF DRAINS TO STR. 82 A=0.09 AC. C=0.90 ROOF DRAINS TO STR. 85 A=0.11 AC. C=0.90 ROOF DRAINS TO STR. 70 A=0.10 AC. C=0.90 ROOF DRAINS TO STR. 61 A=0.09 AC. C=0.85 ROOF DRAINS TO STR. 83 A=0.10 AC. C=0.90 ROOF DRAINS TO STR. 59 A=0.09 AC. C=0.90 TO STR. 34 A=0.03 AC. C=0.48 TO STR. 36 A=0.36 AC. C=0.46 ROOF DRAINS TO STR. 21 A=0.11 AC. C=0.90 TO STR. 19 A=0.06 AC. C=0.88 TO STR. 20 A=0.28 AC. C=0.69 ROOF DRAINS TO STR. 34 A=0.11 AC. C=0.90 ROOF DRAINS TO STR. 52 A=0.09 AC. C=0.90 ROOF DRAINS TO STR. 48 A=0.09 AC. C=0.90 TO STR. 87 A=0.07 AC. C=0.37 TO STR. 88 A=0.11 AC. C=0.34 TO STR. 89 A=0.21 AC. C=0.38 TO STR. 77 A=0.30 AC. C=0.77 ROOF DRAINS TO STR. 77 A=0.10 AC. C=0.90 ROOF DRAINS TO STR. 89 A=0.09 AC. C=0.90 TO STR. 30 A=0.14 AC. C=0.83 TO STR. 42 A=0.11 AC. C=0.82 TO STR. 32 A=0.01 AC. C=0.58 TO STR. 29 A=0.15 AC. C=0.78 ROOF DRAINS TO STR. 40 A=0.09 AC. C=0.90TO STR. 33 A=0.19 AC. C=0.84 TO STR. 37 A=0.03 AC. C=0.30 TO STR. 35 A=0.32 AC. C=0.58 TO STR. 28 A=0.12 AC. C=0.81 TO STR. 41 A=0.05 AC. C=0.43 TO STR. 39 A=0.48 AC. C=0.32 TO STR. 40 A=0.01 AC. C=0.85 TO STR. 38 A=0.31 AC. C=0.33 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=0.75 TO STR. 108 A=0.28AC. C=0.33 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. 110 A=0.16 AC. C=0.77 TO STR. 72 A=0.05 AC. C=0.85 TO STR. 83 A=0.01 AC. C=0.55 TO STR. 43 A=0.03 AC. C=0.85 ROOF DRAINS TO STR. 26 A=0.09 AC. C=0.90 ROOF DRAINS TO STR. 43 A=0.10 AC. C=0.90 ROOF DRAINS TO STR. 30 A=0.10 AC. C=0.90 TO STR. 68 A=0.06 AC. C=0.49 TO STR. 11A A=0.20 AC. C=0.81 TO STR. 12A A=0.15 AC. C=0.87 TO STR. 71A A=0.09 AC. C=0.48 TO EX. STR. 203 A=1.8 AC. C=0.54 TO STR. 87B A=0.03 AC. C=0.59 TO STR. 87A A=0.03 AC. C=0.30 TO STR. 55 A=0.14 AC. C=0.76 TO STR. 59 A=0.11 AC. C=0.78 TO STR. 33A A=0.02 AC. C=0.72 TO STR. 31 A=0.11 AC. C=0.84 TO STR. 73A A=0.08 AC. C=0.75 TO STR. 26 A=0.05 AC. C=0.48 TO STR. 22 A=0.15 AC. C=0.32 151 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-20-664 Rev. No.Date 06 01-11-2022 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 E&S PHASE IIHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 50' C101 11/02/2020 KAS 20-12 2039 NOTES: 1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOIL STABILIZATION BLANKETS (EC-2). 2.SEE SHEET C603 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: #03-21 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. 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.E&S NARRATIVERev. No.Date 03 04-09-2021HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAN/A C102 11/02/2020 KAS 20-12 2039 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664E&S DETAILSRev. No.Date HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAN/A C103 11/02/2020 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664E&S DETAILSRev. No.Date HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAN/A C104 11/02/2020 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664E&S DETAILSRev. No.Date 06 01-11-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAN/A C105 11/02/2020 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. JOIN T 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 NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I NS T O W A T E R W A Y S FREDERICK COUNTYCITY OF WINCHESTERBOLD ROCKDRIVEFELDSPAR CT.TRAVERTINEWAY BOLD R O C K DRIVE BOLD ROCK DRIVE BOLD R O C K DRIV E BASALT CT.47.96'108.21'141.66' 249.99'435.39'60.07'567.79' 485.83'496.83'80.14'76'90.34'15 9 . 3 5 ' 2 1 7 . 7 8 '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 . 7 4 '343.78'102.3'9 2 . 6 7 ' 226.1 7' 363.8 6' 119.9 5' 1 4 4 . 7 '131.99'170.83'217.07'233.32 '237.8 '260.89'280.69 ' 58'5.51 ' 49.5' 26. 5 9 '30.25 '43.03'32.26'22.93'24.89'36.52'73.27'57.43'59.32' 29. 6 6 ' 34 .4 '32.2 '32.2'33.18'38.42'23.86'23.38'22.93'21.44'B2 E2 G2 H2 I2 J2 BC D FG H J K L M N O P I C2 D2 F2 K2 E A14501440 1461 1471 1430 1420 610 1410 600 14 0 0 OVERALL SITE & 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 05 09-01-2021 1" = 60' C200 11/02/2020 KAS 20-12 2039 SHEETS C203 & C206 SHEETS C201 & C204 SHEETS C202 & C205 N 16°00'58" E - 215.74' N 15°27'03" E - 385.45'N 67°09'15" W - 412.99'N 68°00'22" W - 185.50'N 15°27'03" E - 385.45' N 16°00'58" E - 215.77'180.49'18 17 16 15 14 13 19 20 21 22 23 24 25 27 34 28 36 3743 42 29 41 30 31 33 57 49 50 51 52 45 46 47 48 12 11 10 11A 12A 26 89 109 111 110 2 1 3A 3 128 127 131 130 32 33A 38 39 40 35 22A NYLOPL A S T DUCTILE IR O N DO NOT P O L L U TE D R A I N S T O W A T ER W A Y S R=21 2 . 5 ' R=34.5'R=79.5' R=1337.5' R=1207.5' R=35'R=430'R=28'R=40'R= 1 0 4 . 5 'R=50'R=28'R=370'R= 3 0 ' R=30' R = 3 0 ' R=8' R=8'R=8 'R=8' R=8'R=8 ' R=18'R= 1 8 'CG-6CG-2CG-6CG-2CG-6CG-6RTCRTCCURB TRANSITION CG-6 TO RTC PROP. EMERGENCY ACCESS ROAD PROP. 6' TRAIL "A" (TYP.) PROP. 5' SIDEWALK (TYP.) PROP. PATIO (TYP.) PROP. WET POND PROP. WET POND RTC 6 7 8 910 CG-12B PROP. 5' S/WPROP. CROSSWALK (TYP.) CG-12B PROP. CG-12B PROP. CROSSWALK (TYP.) PROP. CG-12B CG-12B CG-12B PROP. CROSSWALK (TYP.) PROP. CROSSWALK (TYP.) CG-12B CG-12B PROP. CROSSWALK (TYP.) CG-12B CG-12B PROP. PAVILLION (TYP.) PROP. CURB TRANSITION PROP. CURB TRANSITION RAMP RAMP PROP. VILLA USE: R2 CONST. TYPE: VA HEIGHT: 60' AREA: 19,651 SF (VUSBC 503) SPRINKLER SYSTEM: 13R R=8' R=8' CURB TRANSITION CG-6 TO RTC R=187.5 'R=387.5'R=29.5' R=1362.5' R=1182.5' 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.) 58.32' 80.14'26.0'26.0'20.0' 20.0'20.0 ' 20.0' 20.0'20.0'18.0'26.0'120.0'20.0'39.5'12.0'12.0'12.0'22.0'18.0'22.0'18.0'22.0'18.0'22.0'18.0'22.0' 20.0' 33.0'10.0'10.0'PROP. PEDESTRIAN BRIDGE PROP. GRASS PAVE (TYP.) 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. 5' TRAIL LIMITS OF DISTURBANCE (TYP.) LIMITS OF DISTURBANCE (TYP.) PROP. ENTRY GATE PROP. GENERATOR PAD (TYP.) LANDINGS LANDINGS LANDINGS PROP. STAIRS W / HANDRAIL PROP. STAIRS PROP. STAIRS FREDERICK COUNTYCITY OF WINCHESTERPROP. RAMP W / HANDRAIL PROP. STAIRS W / HANDRAIL PROP. RAMP W / HANDRAIL PROP. STAIRS W / HANDRAIL PROP. RAMP W / HANDRAIL 20.0' 20.0' 60.0' 20.0' 27.0' TEMP. GRAVEL PAD PROP. INGRESS/ EGRESS EASEMENT CG-12B 9.0'12.0'12.3'20.0'20.0'20.0'11.0'5.0'9.0'12.3'12.0'12.0'12.0'12.0'12.0'20.0'20.0'26.1'12.3'9.0'12.0'11.0'12.0'20.0'22.0'20.0'9.0'20.0' R = 5 ' R = 5 'R=5'24.0'18.0' 20.3' 24.0'12.0'12.0'12.5'12.0'12.5'12.0'12.5'20.0' 20.0' 20.3'22.0'12.0'12.0'12.0'12.0'12.0'12.5'12.0'12.0'20.0'20.0'20.0'12.0'12.0'9.0'12.0'11.0'5.0'9.0'20.0'11.0'9.0'20. 0 ' 20. 0 '9.0'20. 0 '12.0'12.3'12.0'14. 0 '12.5'18. 0 '12.0'22. 0 '12.0'12.5'10.5'BOLD ROCKDRIVEFELDSPAR CT. BOLD ROCK DRIVE BASALT CT.PROP. CROSSWALK (TYP.) CG-12B CG-12B3.0'3.3'3.0'R=5'R=5'R = 5 ' R = 5 ' CURB FLUSH W/EP (SEE NOTE) CURB FLUSH W/EP (SEE NOTE) 4.0' (W) CURB CUT (2" DEPRESS.) CG-R CG-R CG-F CG-R CURB FLUSH W/EP (SEE NOTE)NOSE DOWN CURB (TYP.) NOSE DOWN CURB (TYP.)R=5'R=5'R=5'R = 5 ' CURB FLUSH W/EP (SEE NOTE) CG-R CG-F 3.0' (W) CURB CUT (2" DEPRESS.) NOSE DOWN CURB (TYP.)R=4'R=5' R=5' R=5'R=5'R=5'CG-12B CG-12B 3.0' (W) CURB CUT (2" DEPRESS.) CG-F CG-R C G - F C G - RCG-FCG-RC G - R NOSE DOWN CURB (TYP.) NOSE DOWN CURB (TYP.)R=5'R=5'R=5' R=4' CG-12B CG-12B 2.5' (W) CURB CUT (2" DEPRESS.) CG-F CG-F NOSE DOWN CURB (TYP.) R=5'R= 5 ' R=3' R = 4 ' 2.5' (W) CURB CUT (2" DEPRESS.) CG-FCG-R CG-R NOSE DOWN CURB (TYP.)R=5'R= 5 'R=5'R = 4 ' CG-12B CG-12B 3.0' (W) CURB CUT (2" DEPRESS.) CG-F CG-RCG-R NOSE DOWN CURB (TYP.)3.0'3.0'14.0'3.0'3.0'3.2'3.2'3.6'3.0'3.9' 3.6'5.0'5.0'CG-12B CG-12B CG-12B LAT: 39.200949 LON:-78.179683 PROP. STOP SIGN PROP. STOP BAR R=49.5 ' PROP. STOP SIGN PROP. STOP BAR PROP. YIELD SIGN 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. WARNING SIGN "NO SWIMMING" PROP. WARNING SIGN "NO SWIMMING" PROP. STREET SIGN PROP. CROSSWALK PROP. STREET SIGN PROP. ROUNDABOUT SIGN (W2-6) PROP. DOUBLE STREET SIGN PROP. STOP SIGN PROP. STOP BAR PROP. DOUBLE STREET SIGN PROP. GENERATOR PAD (TYP.) PROP. GENERATOR PAD (TYP.) PROP. GENERATOR PAD (TYP.) PROP. GENERATOR PAD (TYP.) PROP. TYPE 3 BARRICADE w/ ROAD CLOSED SIGN (R11-2) PROP. RETAINING WALL WITH GUARDRAIL (TYP.) PROP. RETAINING WALL WITH GUARDRAIL (TYP.) PROP. RETAINING WALL WITH GUARDRAIL (TYP.) PROP. GUARDRAIL PROP. GUARDRAIL CURB TRANSITION CG-6R TO CG-6 CURB TRANSITION CG-6R TO CG-6 CG-6RPROP. SWM ACCESS (GRASS) PROP.10' CL AI RIP-RAP PROP. 10' CL AI RIP-RAPPROP. 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 PROPOSED 5' ROW DEDICATION 5' 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664SITE PLANRev. No.Date 07 03-04-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 30' C201 11/02/2020 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.THE TEMPORARY GRAVEL PAD IS FOR CONTRACTOR TRAILERS AND LAYDOWN AREA FOR THE CONSTRUCTION OF BUILDING UNITS. 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° 38'0 1" E - 2 69. 6 6' N 4 8 ° 4 3 ' 4 5 " E - 2 1 3 . 2 4 ' N 15°27'03" E - 385.45' N 16°05'26" E - 282.11'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 20 4 . 7 2 ' N 15°27'03" E - 385.45' N 16°05'26" E - 282.08' 7776 75 74 73 72 71 70 69 68 67 66 65 64 63 59 60 61 56 55 54 53 57 50 51 79 80 81 82 71A 83 84 86 85 88 101 90 91 92 93 94 95 96 97 98 99 100 87 87A 33A R=5'R=5'R=5'R=1337.5' R=40.5' R=133 7. 5' R = 7 9 . 5 ' R=412.5' R=1207 . 5' R=1 0 4 . 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 ' CURB TRANSITION CG-6 TO RTC C G - 6 RTCRTCC G - 6 CG-3 CG-2 PROP. EMERGENCY ACCESS ROAD PROP. 6' TRAIL "A" (TYP.) PROP. CROSSWALK (TYP.) RTC RTC RTC RTC 3 4 5 6 1 2 PROP. CROSSWALK (TYP.) CG-12B CG-12B PROP. PAVILLION (TYP.) PROP. VILLA USE: R2 CONST. TYPE: VA HEIGHT: 60' AREA: 20,987 SF (VUSBC 503) SPRINKLER SYSTEM: 13R PROP. CURB TRANSITION PROP. CURB TRANSITION PROP. 5' S/W PROP. 5' S/W RAMP RAMP MOUNTABLE ISLAND STRIP FIRE PUMP HOUSE PROP. CROSSWALK (TYP.) CG-12B CG-12B 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 CG-12B PROP. CROSSWALK (TYP.) CG-12B CG-12B PROP. STAIRS CG-12B CG-12B R=13 6 2. 5' R=29.5' R=29.5' R=29.5' R=1182 . 5' R=3 8 7. 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.) 61' 43.74' 103.2 1' 12. 8 '18.0'26.0'26.0'11.0'18.0 '20.0 ' 20.0' 20.0' 12. 7 ' 20.0' 20.0'26.0'12. 7 ' 12. 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' 12. 0 ' PROP. PEDESTRIAN BRIDGE PROP. PEDESTRIAN BRIDGE PROP. GRASS PAVE (TYP.) PROP. MINI-ROUNDABOUT 22. 0 ' PROP. 5' TRAIL "B" PROP. RETAINING WALL WITH GUARDRAIL (TYP.) LIMITS OF DISTURBANCE (TYP.) LANDINGS LANDINGS LANDINGS PROP. RAMP W / HANDRAIL PROP. RAMP W / HANDRAIL PROP. RAMP W / HANDRAIL PROP. STAIRS W / HANDRAIL PROP. RETAINING WALL WITH GUARDRAIL (TYP.)20.0'24.0'11. 0 ' 10. 0 ' 5.0 ' 10. 0 '18.0'R=5'R=5'9.0'11.0'20.0'9.0'20.0' R=5'R=5'18.0' 18.0' 24.0'12.0 '10.0 '12.0 '11.0 '5.0 '12.3 '10.0 'R=5'R=5' R=5'R=5'R= 5 'R=5'18.0' 18.0'12.0 '12.5 '12.0 '12.0 '12.0 '12.0 ' 29.4'R=5'R=5'12.0 ' 18.0' 24.0'12.0 '12.0 '12.0 '11.0'R=5'10.0 '5.0'18.0' 18.0'10.0'20.0'R=5'CG-6R=5'R=5 ' R=5' 18.0'18.0'12.0 '12.3 ' 12. 0 ' 12. 0 ' 12. 0 '12.0 ' 11.0' 5.0'20.0' R=5'R=5'R=5'R=5'R=5' 18.0' 18.0'12.0'12.3'12.0'12.3'12.0'12.0 'R=10'R=5'R= 5 '12.3'18.0' 24.0' 18.0'12.0'11.0'20.0 '12.0'10.0' R= 3 ' 18.0' R = 5 ' R = 5 'R=5'10.0'18.0' 24.0'18.0' 20.3' 24.0'20.0'11.0'5.0'12.0'12.0'12.5'12.0'12.5'12.0'10.0'R=5'R=10' BOLD R O C K DRIVE BOLD R O C K DRIV E R= 5 'R=5'CG-12B CG-12B CG-R 5.0'CG-12B CG-12B 73A 87B PROP. YIELD SIGN PROP. YIELD SIGN PROP. YIELD SIGN PROP. CROSSWALK (TYP.) CG-12B CG-12B PROP. STREET SIGN PROP. STREET SIGN PROP. STREET SIGN PROP. ROUNDABOUT SIGN (W2-6) PROP. ROUNDABOUT SIGN (W2-6) PROP. ROUNDABOUT SIGN (W2-6) 200 201 PROP. STOP SIGN PROP. STOP BAR PROP. GENERATOR PAD (TYP.) PROP. GENERATOR PAD (TYP.) PROP. GENERATOR PAD (TYP.) PROP. GENERATOR PAD (TYP.) PROP. GENERATOR PAD (TYP.) PROP. GENERATOR PAD (TYP.) PROP. RETAINING WALL WITH GUARDRAIL (TYP.) PROP. 5' TRAIL 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. 10' CL AI RIP-RAP PROPOSED 5' ROW DEDICATION 5' 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664SITE PLANRev. No.Date 07 03-04-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 30' C202 11/02/2020 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. 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 43 42 30 31 33 7776 75 84 86 85 88 89 102A 103 107 104 108106 105 98 99 100 87 87A 32 33AR=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' CURB TRANSITION CG-6 TO RTC C G - 6 RTCRTCC G - 6 CG-3 CG-2 PROP. 5' SIDEWALK (TYP.) 5 6 7 CG-12B PROP. CROSSWALK (TYP.) CG-12B FIRE PUMP HOUSE 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 CG-12B CG-6CG-6R=29.5' R=1362.5' 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 ' 20.0'20.0 '26.0'24. 0 '18.0' PROP. UNDERGROUND SWM FACILITY PROP. VILLA USE: R2 CONST. TYPE: VA HEIGHT: 60' AREA: 19,651 SF (VUSBC 503) SPRINKLER SYSTEM: 13R LIMITS OF DISTURBANCE (TYP.) PROP. STAIRS PROP. STAIRS CG-6R CG-6RCURB TRANSITION CG-6 TO CG-6R CURB TRANSITION CG-6 TO CG-6R R=10'R=5'R= 5 '12.3'18.0' 24.0' 18.0'12.0'11.0 '20.0 '12.0'10.0 ' R= 3 ' 18.0' R = 5 ' R = 5 ' R=5'10.0'18.0' 24.0'18.0' 20.3' 24.0'20.0'11.0'5.0'12.0'12.0'12.5'12.0'12.5'12.0'10.0'12.5'20.0' 20.0' 20.3'22.0'12.0'12.0'12.0'12.0'12.0'12.5'12.0'12.0'TRAVERTINEWAY BOLD ROCK DRIVER=5'R=5'R = 5 ' R = 5 ' CURB FLUSH W/EP (SEE NOTE) CURB FLUSH W/EP (SEE NOTE) 4.0' (W) CURB CUT (2" DEPRESS.) CG-R CG-R CG-F CG-R CURB FLUSH W/EP (SEE NOTE)NOSE DOWN CURB (TYP.) NOSE DOWN CURB (TYP.)3.2'3.9' 102 102B 87B LAT: 39.202546 LON:-78.176459 PROP. STOP BAR PROP. STOP SIGN PROP. YIELD SIGN PROP. YIELD SIGN PROP. CROSSWALK (TYP.) CG-12B CG-12B PROP. STREET SIGN PROP. STREET SIGN PROP. ROUNDABOUT SIGN (W2-6) PROP. ROUNDABOUT SIGN (W2-6) PROP. DOUBLE STREET SIGN PROP. PROP. GENERATOR PAD (TYP.) PROP. GENERATOR PAD (TYP.) PROP. PROP. GENERATOR PAD (TYP.) PROP. GENERATOR PAD (TYP.) PROP. RETAINING WALL WITH GUARDRAIL (TYP.)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 05 09-01-2021HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 30' C203 11/02/2020 KAS 20-12 2039 MATCH LINE SHEET C202 MATCH LINE SHEET C201 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. 18 17 16 15 14 13 19 20 21 22 23 24 25 27 34 28 36 3743 42 29 41 30 31 33 57 49 50 51 52 45 46 47 48 12 11 10 11A 12A 26 89 109 111 110 2 1 3A 3 128 127 131 130 32 33A 38 39 40 35 22A NYLOPLAST DUCTILE IRO N DO NOT P O L L U TE D R A I N S T O W A T ER W A Y S FREDERICK COUNTYCITY OF WINCHESTERBOLD ROCKDRIVEFELDSPAR CT. BOLD ROCK DRIVE BASALT CT.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.) 6 10 7 9 8 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 2-45° BEND 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. GAS LAT. PROP. 8" CITY W/L PROP. 6" SAN. LAT. PROP. 6" SAN. LAT. PROP. 6" SAN. LAT. PROP. GAS LINE PROP. GAS LINE PROP. FH PROP. FH (HP) 6"X8" TEE, 8" G.V. 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. PROP. 6" FIRE SERVICE LAT.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 6"X8" TEE CONNECT PROP. 8" W/L TO EX. 6" W/L 1-8" G.V.CONNECT PROP. 8" SAN. SEW. TO EX. X" 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 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 SWM ACCESS (GRASS) 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+00SWM DOUBLE 6'X6' BOX CULVERT 10+0011+00 11+96.2 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" PRIVATE FIRE SERVICE LINE "Y"10+0011+0012+0012+88.40+001+00 2+00 3+00 4+005+00 6+00 PROP. SWM RISER PROP. 10' CL AI RIP-RAPPROP. 10' CL AI RIP-RAP 10' CL AI 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. 6" SAN. LAT. PROP. 6" SAN. LAT. PROP. 6" SAN. LAT. PROP. CLEANOUT (TYP.) 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. 1-11.25° BEND 1-11.25° BEND 1-11.25° BEND 6"X6" TEE 6"X6" TEE PROP. 6" FIRE SERVICE LAT. 6"X6" TEE6"X6" TEE6"X6" TEE PROP. FH PROP. FH PROP. FH PROP. FH PROP. FH PROP. SWM BASIN TEST PIT TEST PIT TEST PIT TEST PIT TEST PIT TEST PIT PROP. SWM BASIN 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 PROP. 8" SAN. SEW.10+0011+00 12+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+0017+55.19 10+0011+0012+0 0 13+00 14+00 14+74.68 11+00 12+00 13+00 14+00 15+0016+002-6" G.V. B2 E2 G2 H2 I2 J2 B C2 D2 F2 K2 A PROP. 30' CL I RIP-RAP PROP. 10' CL I RIP-RAP PROP. GUARDRAIL (MATCH RETAINING WALL GUARDRAIL) PROP. GUARDRAIL (MATCH RETAINING WALL GUARDRAIL)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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 06 01-11-2022 1" = 30' C204 11/02/2020 KAS 20-12 2039MATCH LINE SHEET C205MATCH LINE SHEET C206 NOTES: 1.SEE NOTES ON SHEET C205. 7776 75 74 73 72 71 70 69 68 67 66 65 64 63 59 60 61 56 55 54 53 57 50 51 79 80 81 82 71A 83 84 86 85 88 101 90 91 92 93 94 95 96 97 98 99 100 87 87A 33A BOLD R O C K DRIVE BOLD R O C K DRIV E 73A 87B 200 201 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. 6" PRIVATE FIRE SERVICE LINE "Z" PROP. FIRE PUMP BLDG PROP. SAN. MH PROP. SAN. MH 2-45° BEND 2-45° BEND 1-22.5° BEND 1-22.5° BEND 1-22.5° BEND 2-22.5° BEND 2-22.5° BEND 1-22.5° BEND 8"X8" TEE 3-8" G.V. 8"X8" TEE 1-8" G.V., 8"X6" REDUCER 2-45° BEND 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. 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. GAS LAT. PROP. GAS LAT. PROP. GAS LAT. PROP. 6" SAN. LAT. PROP. 6" SAN. LAT. PROP. 6" SAN. LAT. PROP. 6" SAN. LAT. PROP. 6" SAN. LAT. PROP. 6" SAN. LAT. PROP. GAS LINE PROP. GAS LINE PROP. GAS LINE PROP. FH (HP) PROP. FH PROP. 6" FIRE SERVICE LAT. PROP. 6" FIRE SERVICE LAT. PROP. 6" FIRE SERVICE LAT. PROP. 6" FIRE SERVICE LAT. PROP. 6" FIRE SERVICE LAT. PROP. FDC 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 CONNECT PROP. 8" SAN. SEW. TO EX. X" SAN. SEW. 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 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 6"X6" TEE 6" G.V. 15+00 16+00 17+00 18+00 19+0 0 20+0021+00 2 2 + 0 023+0024+0 0 26+00 27+00 28+00 29+00 30+00 8" PROP CITY W/L "E" 8" PROP CITY W/L "F" PROP. 6" PRIVATE FIRE SERVICE LINE "Z" PROP. 6" PRIVATE FIRE SERVICE LINE "Y" 6+00 7+00 8+00 9+00 10+0 0 11+0 0 12+0 0 13+0013+ 4 9 . 5 9 0+001+001+37.08PROP. 10' CL AI RIP-RAP 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. 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. 1.5"x2" REDUCER 6"X6" TEE PROP. FH PROP. FH PROP. FH 2-45° BEND 8"X6" TEE PROP. 8"x6" REDUCER 6"X6" TEE 6"X6" TEE 6"X6" TEE 1-22.5° BEND 2-45° BEND PROP. 1.5"x2" REDUCER PROP. FH PROP. FH PROP. FH PROP. FH PROP. FH PROP. 8" SAN. SEW. 12+00 13+00 14+00 15+00 1 6 + 0 0 17+00 18 + 0 019+0020+0 0 21+0 0 22+00 22+91. 3 3 10+0011+00 12+00 12+69. 4 9 17+55.19 25+0 0 11+0010+0011+00 12+00 13+000+00C D FG H J K L M N O P I F2 E 1-8" G.V.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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 05 09-01-2021 1" = 30' C205 11/02/2020 KAS 20-12 2039 MATCH LINE SHEET C206 MATCH LINE SHEET C204NOTES: 1.ALL ROOF LEADERS, UNLESS OTHERWISE REFERENCED, SHALL BE 6" PVC SDR-35. ROOF LEADER CONNECTION TO DOWNSPOUT SHALL BE PER ARCHITECT DETAIL. 2.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. 3.THE FIRE SERVICE WATER LINE SIZES SHALL BE CONFIRMED BY THE MEP FOR THE VILLA DESIGN. 4.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. 3.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. 4.CL52 CEMENT-LINED DUCTILE IRON PIPE TO BE USED FOR WATER LINES UNLESS OTHERWISE SPECIFIED. 5.CL52 CEMENT-LINED DUCTILE IRON PIPE TO BE USED FOR FIRE SERVICE WATER LINES UNLESS OTHERWISE SPECIFIED. 6.SDR 26 PVC TO BE USED FOR GRAVITY SANITARY SEWER LINES UNLESS OTHERWISE SPECIFIED. 7.GAS METER LOCATION IS APPROXIMATE. CLEARANCE NEEDS CONFIRMED BY ARCHITECTS AND WASHINGTON GAS ENGINEERS. 8.SEE SHEET C603 FOR OUTLET PROTECTION COMPUTATIONS. PROPOSED CITY OF WINCHESTER WATER ESMT. 86 85 88 89 102A 103 107 104 108106 105 87 87ATRAVERTINEWAY 102 102B 87B 6 7 PROP. FIRE PUMP BLDG 2-45° BEND PROP. 1.5" WATER METER PROP. GAS LAT. PROP. GAS LINE PROP. FDC PROP. UNDERGROUND SWM FACILITY 6" G.V.0+00PROP. 6" 2-45° BEND 8"X6" TEE PROP. 8"x6" REDUCER TEST PIT EX. GAS LINE TO BE DEEPENED / RELOCATED AT ROAD CROSSING AS NECESSARY PER WASHINGTON GAS DETAILS 1-8" G.V.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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 05 09-01-2021 1" = 30' C206 11/02/2020 KAS 20-12 2039 MATCH LINE SHEET C205 MATCH LINE SHEET C204 NOTES: 1.ALL ROOF LEADERS, UNLESS OTHERWISE REFERENCED, SHALL BE 6" PVC SDR-35. ROOF LEADER CONNECTION TO DOWNSPOUT SHALL BE PER ARCHITECT DETAIL. 2.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. 3.THE FIRE SERVICE WATER LINE SIZES SHALL BE CONFIRMED BY THE MEP FOR THE VILLA DESIGN. 4.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. 3.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. 4.CL52 CEMENT-LINED DUCTILE IRON PIPE TO BE USED FOR WATER LINES UNLESS OTHERWISE SPECIFIED. 5.CL52 CEMENT-LINED DUCTILE IRON PIPE TO BE USED FOR FIRE SERVICE WATER LINES UNLESS OTHERWISE SPECIFIED. 6.SDR 26 PVC TO BE USED FOR GRAVITY SANITARY SEWER LINES UNLESS OTHERWISE SPECIFIED. 7.GAS METER LOCATION IS APPROXIMATE. CLEARANCE NEEDS CONFIRMED BY ARCHITECTS AND WASHINGTON GAS ENGINEERS. 8.SEE SHEET C603 FOR OUTLET PROTECTION COMPUTATIONS. 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 IRON DO NOT POLLUTE D R A I N S T O W A T E R WA Y S 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 DRIV E BASALT CT.8408 3 2 850 840 830 840 810812 812812 800802804806806804802800798796794842840838836834832830808810812814816818826 824 822 812 800 802 804 806 808 810 812800802804806808810842860 854 856 858 852 862 860 854 856 858 852 854 856 858 858 860 854 856 850 852 8 4 2 840 8 4 0 842852850842 83884084284484684883483683282 8 826 824 822 842 838 838842822822822 822 842 822842 842840838836834832 830 828 826 824822822 83 4 838 840 842 8 3 4 8 3 2 830 836836 8 2 8 830 828 832 834 824 826 796798806806804802800792799.5798.5796794798806 804 802 792 800 799.5 798.5 796 794 798 792799.5798.5796794798802 804 804806800 808 806 802 804 810 812 814798.5799799.5 806 805 804 802.7 802.5802 800 799.5 799 798.5798 796 800 798.5 799 799.5 800 800 799.5 799 798.5 798 796 801 801 798.7 798.5 798 796 798.7 798 796 800 802 804 805 805 804 802.7 802.5802 800 806 802 803.5 805 804 803.7 801 806 801 802 803.5 805 804803.7 800806802804808806802804810828830832834 824826822828 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 836836836826852 852 854 846 844 842 846 8448428 4 4 826 8288268188168 3 2 8 3 4 83 0 828 8 4 6 84 8 8 5 0 852 814816 814 814 814 818 8168228248 2 0822 824824826828830832 804806808808 81 8 8168168148128188108 10 834 832 830 83 0 826820830 798.5 820 820820800820 840 838 836834805 805 822 820 81 8 808 810 824 820 822 808810812814816818816 818 820 810 826824822820818 820 816 818 820 8248228248228208 1 8 8 2 0 816 818820 822 822 826 832 834 836 836 8 4 0 836 838 834 814824 826 824 828 82 8 812 812812810 822 FREDERICK COUNTYCITY OF WINCHESTERRELOCATE 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664OVERALL GRADING PLANRev. No.Date 06 01-11-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 60' C207 11/02/2020 KAS 20-12 2039 SHEET C208 SHEET C209 SHEET C214 SHEET C210SHEET C211 SHEET C213 SHEET C212 18 17 16 15 14 13 45 46 47 12 11 10 11A 12A 109 2 1 3A 3 128 127 131 130 BOLD ROCKDRIVEFELDSPAR CT. TW=805.00 BW=803.00 14 20 14 10 12 97 12 36 FOREBAY #2 8.05.9%4.810' WETLAND SHELF ZONE 2 (ELEV=799.0) WETLAND SHELF ZONE 1 (ELEV=798.5) WETLAND SHELF ZONE 1 (ELEV=798.5) "C" "C" "A" "B" DEEP POOL TOP OF BERM = 12' 10' 10'10'10'WETL A N D B E N C H Z O N E 3 5'FOREBAY #1 5'5'5'FOREBAY #3 10'10'5'5'10' 10' MATCH EX. EP ELEVATION MATCH EX. EP ELEVATION MATCH EX. EP ELEVATION TW=805.00 BW=803.00 PROP. RAMP W/HANDRAIL %4.5WEIR @ EX"2" WEIR @ EX"2" WEIR @ EX"21" WEIR @ EX"21" MATCH EX. EP ELEVATION "B" 810812 812812 800802804806806804802800798796794812 800 802 804 806 808 810 812800802804806808810796798806806804802800792799.5798.5796794798806 804 802 792 800 799.5 798.5 796 794 798 792799.5798.5796794798800 808 806 802 804 810 812 814798.5799799.5 806 805 804 802.7 802.5802 800 799.5 799 798.5798 796 800 798.5 799 799.5 800 800 799.5 799 798.5 798 796 801 801 798.7 798.5 798 796 798.7 798 796 800 802 804 805 805 804 802.7 802.5802 800 802 803.5 803.7 801 806 801 802 803.5 805 804803.7 800806802804808806802804810814 814 814 804806808808 798.5 805 805808810812814816 816 818810 10' AQUATIC BENCH 11' SAFETY BENCH SWM ACCESS SWM RISER SWM LOW FLOW CONTROL GATE VALVE SWM OUTFALL POND DRAIN SWM ACCESS NORMAL POOL WSE = 799.5 CURB TRANSITION CURB TRANSITION 10' AQUATIC BENCH 10' SAFETY BENCH NORMAL POOL WSE = 799.5 10' SAFETY BENCH 10' AQUATIC BENCH 5' AQUATIC/SAFETY BENCH 5' AQUATIC/SAFETY BENCH 10' SAFETY BENCH 10' AQUATIC BENCH 5' AQUATIC/SAFETY BENCH 10' AQUATIC BENCH NORMAL POOL WSE = 799.5 PROVIDE POSITIVE DRAINAGE 10YR WSE = 802.99 10YR WSE = 802.99 10YR WSE = 802.99 10YR WSE = 802.99 10' WIDE WEIR ARMOUR WITH CL 1 RIP-RAP 24' WIDE WEIR ARMOUR WITH CL 1 RIP-RAP GABION WALL CHECK DAM 60 MIL SYNTHETIC LINER TO ENCOMPASS ENTIRE FACILITY UP TO 10YR WSE 60 MIL SYNTHETIC LINER TO ENCOMPASS ENTIRE FACILITY UP TO 10YR WSE 60 MIL SYNTHETIC LINER TO ENCOMPASS ENTIRE FACILITY UP TO 10YR WSE 10' SAFETY BENCH 60 MIL SYNTHETIC LINER TO ENCOMPASS ENTIRE FACILITY UP TO 10YR WSE 11' 08 20 GND 08 20 GND 08 20 GND 08 20 GND 08 20 GND 08 20 GND 94 00 GND 98 50 INV 97 85 INV 13 85 13 74 13 70 SW 13 60 13 49 14 54 14 43 00 00 GND 00 00 GND 04 00 04 00 03 00 GND 03 00 GND0300 GND 03 00 GND TOP OF BERM = 12'%2.100 64 EP 00 00 EP 08 20 GND 06 87 GND 07 11 GND 07 35 GND 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664GRADING PLANRev. No.Date 06 01-11-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 20' C208 11/02/2020 KAS 20-12 2039 MATCH LINE SHEET C209 MATCH LINE SHEET C213NOTES: 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. 18 17 16 15 14 13 19 20 21 22 23 24 25 27 34 28 36 3743 42 29 41 45 46 47 48 26 2 1 38 39 40 35 22A NYLOPLA S T DUCTILE I R ON DO NOT PO L L UTE D R AIN S T O W A T ER W A YS PROP. WET POND PROP. WET POND LIMITS OF DISTURBANCE (TYP.) PROP. GENERATOR PAD (TYP.) PROP. STAIRS W / HANDRAIL PROP. STAIRS PROP. STAIRS PROP. RAMP W / HANDRAIL PROP. STAIRS W / HANDRAIL PROP. RAMP W / HANDRAIL PROP. STAIRS W / HANDRAIL PROP. RAMP W / HANDRAIL PROP. INGRESS/ EGRESS EASEMENT FELDSPAR CT. BOLD ROCK DRIVE PROP. GENERATOR PAD (TYP.) PROP. GENERATOR PAD (TYP.) PROP. RETAINING WALL WITH GUARDRAIL (TYP.) PROP. RETAINING WALL WITH GUARDRAIL (TYP.) TW=805.00 BW=803.00 20 92 30 92 2FE= 847.07 1FE= 836.40 GAR= 826.40 14 19 32 90 15 73 14 75 14 20 14 10 12 97 12 36 15 17 23 00 LP 2FE= 841.67 1FE= 831.00 GAR= 821.00 2FE= 835.76 1FE= 825.10 GAR= 815.10 2FE= 836.75 1FE= 826.08 GAR= 816.08 08 80 LP 3 : 1 %1.0%2 . 0 %1.0%1.0%1.0%1.0%2.0%2.0%2.0%1.0%1.0%2.3 % 2. 0%2.0FOREBAY #2 %1.0%1.0%1.0%2.0%8.01R %8.0%5.9%8.0%5.0%4.8%5.0%5.51R 1R 1R % 3. 3%2.4 WETLAND SHELF ZONE 1 (ELEV=798.5) "A"5'FOREBAY #35'5'"E" "E" 1 8 '10'1R RAMP TW=805.00 BW=803.00 PROP. STAIRS W/HANDRAIL PROP. STAIRS W/HANDRAIL PROP. RAMP W/HANDRAIL PROP. RAMP W/HANDRAIL PROP. RAMP W/HANDRAIL PROP. STAIRS W/HANDRAIL PROP. STAIRS W/HANDRAIL %4.5%4.5TW=851.76 BW=846.74 TW=846.00 BW=841.67 TW=832.00 BW=825.90 TW=826.00 BW=824.60 TW=832.10 BW=821.50 TW=836.00 BW=821.58 TW=827.00 BW=821.00 TW=820.00 BW=820.00 TW=824.20 BW=822.00 TW=826.00 BW=823.40 TW=827.82 BW=827.82 TW=829.00 BW=816.60 TW=824.30 BW=815.30 TW=835.90 BW=834.00 % 1. 4%1.3%1.4% 4. 6 %1.0TW=831.00 BW=821.10 TW=828.29 BW=828.29 TW=830.29 BW=821.80 TW=829.70 BW=817.10 TW=830.40 BW=813.80 TW=830.60 BW=820.10 TW=849.00 BW=845.35 TW=841.50 BW=841.50 TW=853.00 BW=835.92 TW=830.60 BW=816.10TW=831.00 BW=816.10 TW=824.77 BW=815.10 TW=820.00 BW=815.00 TW=824.75 BW=815.50 TW=838.00 BW=826.30 TW=845.95 BW=826.40 %4.0 TW=824.70 BW=815.00 TW=840.00 BW=826.14 TW=845.00 BW=826.50 TW=845.50 BW=826.23 "D" "D"812812812832830 808810812814816818826 824 822 812 800 802 804 806 808 810 812800802804806808810796798806806804802800799.5798.5796798802 804 804806800 798.5 799 799.5 796 798.7 798 796 802 803.5 803.7 801 806 801 802 803.5 805 804803.7 828830832834824826822828836826852846 844 842 846 8448428 4 4 826 828826814 814 814 814 818 8168228248 2 0822 824824826828830832 8 1 8 8168168148128188108 10 834 832 830 83 0 826820830 798.5 820 820820800805 836 838 834 814812 812812SWM ACCESS SWM RISER SWM LOW FLOW CONTROL SWM OUTFALL CURB TRANSITION CURB TRANSITION 5' AQUATIC/SAFETY BENCH 5' AQUATIC/SAFETY BENCH NORMAL POOL WSE = 799.5 PROVIDE POSITIVE DRAINAGE MEET & MATCH EX. EP & CURB 10YR WSE = 802.99 EMERGENCY SPILLWAY 10YR WSE = 802.99 ARMOUR SPILLWAY WITH NA GREEN SHOREMAX REINFORCED WITH P300 GABION WALL CHECK DAM 60 MIL SYNTHETIC LINER TO ENCOMPASS ENTIRE FACILITY UP TO 10YR WSE 36 75 36 66 16 00 16 00 16 00 21 SW 36 37 SW 36 59 GND3639 SW 36 66 GND 36 56 SW 36 47 SW 36 75 36 673320 GND 32 40 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 50 GND 16 08 GND 16 08 GND 16 08 16 08 16 08 16 08 25 10 25 02 25 10 25 02 15 02 15 02 15 02 15 02 15 02 25 10 25 01 24 77 24 77 GND 24 77 GND 24 77 GND 24 77 GND 24 77 GND 24 77 GND 24 77 GND2477 GND 24 77 GND 24 60 GND 24 60 GND 24 77 GND 24 60 GND 24 77 GND 24 60 GND2482 SW 24 65 SW 24 46 SW 24 56 SW 24 20 SW 24 10 SW 24 25 SW 24 15 SW 24 00 SW2410 SW 24 77 GND 24 77 GND 24 60 GND 23 80 GND 24 60 GND 24 60 GND 24 60 GND 24 60 GND 24 20 GND 24 60 GND 23 35 GND2350 GND 24 50 BP 24 77 GND 24 30 GND 24 60 GND 23 23 GND 08 20 GND 08 35 76 36 32 36 32 36 32 36 40 GND 36 40 GND 36 40 46 74 GND 46 74 GND 46 17 SW4617 SW 46 56 SW 46 56 SW 46 00 GND 46 74 GND4707 47 07 46 99 4699 46 74 GND 46 45 GND46 74 GND 43 27 GND 46 57 GND 46 74 GND4674 GND 46 27 SW 46 74 GND 26 40 SW 26 40 SW 26 32 26 32 41 60 SW 46 60 GND 46 65 GND 45 95 GND 45 95 GND 36 15 SW 36 34 SW 36 28 SW 36 25 SW 36 15 SW 35 87 35 90 SW3585 SW 36 22 SW 36 31 SW 36 40 36 00 SW 36 00 SW 36 40 GND 36 40 GND 36 40 36 27 SW 36 33 SW3592 SW3582 SW 26 40 26 24 SW 26 25 SW 26 40 26 18 SW 26 21 SW 25 05 25 05 25 35 25 11 25 06 25 75 26 052615 26 25 26 16 25 89 25 81 24 57 25 86 26 02 26 23 41 33 41 38 SW4170 SW 44 20 SW4530 SW 44 30 SW4540 SW 46 37 GND 46 17 GND 41 40 GND 43 10 GND4647 GND 46 74 GND 45 65 GND 45 35 GND 45 81 GND 44 43 GND 41 20 TOP 40 00 TOP 41 00 GND 46 84 GND 40 50 BP 25 70 25 11 26 14 GND26 30 GND 26 30 GND 25 60 GND 25 10 TOP 25 75 GND 25 72 OLR 25 72 OLR 25 57 25 91 SW 36 07 SW3617 SW 35 92 35 90 SW 34 23 SW SW 34 38 SW 34 33 SW 20 92 19 632001 21 14 20 71 20 62 19 90 TOP 21 02 20 92 GND 20 86 SW 20 92 21 00 21 00 21 00 21 00 21 00 GND 21 00 GND 30 92 31 00 30 92 31 00 19 28 19 17 19 10 SW 31 00 30 91 SW 30 91 SW 30 55 SW 30 55 SW 18 20 17 68 20 92 20 92 20 92 20 30 20 10 20 20 20 20 18 85 18 45 20 50 20 37 19 85 19 88 19 90 GND 19 58 GND 19 41 GND 20 07 GND 20 86 SW 20 96 SW 20 84 SW 20 94 SW 21 00 GND 20 86 SW 20 80 SW 20 30 SW 30 67 GND 30 67 GND 30 67 GND 30 67 GND 30 67 GND 30 67 GND 30 67 GND 30 67 GND 30 67 GND 30 67 GND 30 67 GND 30 67 GND 30 67 GND 30 67 GND 30 67 GND 30 67 GND 29 50 TOP 30 00 OLR 30 50 GND 30 50 GND 30 50 GND 30 50 GND 30 50 GND 30 50 GND 30 50 GND 30 50 GND 30 50 GND 30 50 GND 29 62 BP 29 24 BP 30 00 OLR 29 00 TOP 28 83 TOP 28 00 TOP 21 10 GND 21 58 GND 15 10 15 10 15 10 15 02 13 85 13 74 14 96 SW 14 94 SW 13 70 SW 13 60 13 49 14 86 SW 14 96 SW 14 44 SW1446 SW 14 54 14 43 15 94 SW 14 57 SW 15 05 SW 14 55 SW 1440 SW 15 45 SW1544 SW 15 55 SW1553 SW 1543 SW 15 00 SW 14 90 SW 15 98 SW 15 88 SW SW SW 26 30 SW 26 30 SW 16 03 SW 03 00 GND 03 00 GND0300 GND 03 00 GND 15 10 GND 15 10 GND 15 10 GND 15 10 GND 21 30 25 29 25 33 12 961314 13 32 13 14 25 47 20 08 20 04 20 22 19 901995 25 14 19 63 19 50 TOP OF BERM = 12'%2.5%2.5%2.1%2.1%2.0 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 10 9 8 7 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664GRADING PLANRev. No.Date 06 01-11-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 20' C209 11/02/2020 KAS 20-12 2039 MATCH LINE SHEET C208MATCH LINE SHEET C210ACCESSIBLE 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. 30 31 33 7776 75 74 73 72 71 59 60 61 56 55 54 53 57 49 50 51 52 81 82 71A 83 84 86 85 88 89 100 87 87A 32 33A PROP. WET POND FELDSPAR CT.TRAVERTINEWAY BOLD R O C K DRIVE BOLD R O C K 73A 87B X TW=805.00 BW=803.00 2FE= 864.37 1FE= 853.70 GAR= 843.70 %2.0%8.0%2.0 %8.0 %2.0 % 8.0 % 2. 0 %5 . 0 %4.4 %2.0%1.0%1.0%1.03:1%2.0%1.0%1.0%1.02FE= 843.00 1FE= 832.33 GAR= 822.33 2FE= 856.97 1FE= 846.30 GAR= 836.30 15 01 15 11 16 25 15 15 15 70 32 90 35 24 2FE= 836.75 1FE= 826.08 GAR= 816.08 43 18 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 42 45 42 69 42 18 39 95 38 90 41 22 41 22 41 00 41 08 40 94 40 91 40 79 39 83 40 45 38 88 38 76 36 36 36 24 31 90 31 78 29 38 29 26 26 00 25 88 23 48 23 36 41 47 20 26 19 99 20 05 19 91 42 12 3:1%1.0%1.0%2 . 0 %1.0%2.0FF= 847.02 FF= 847.78 %2.0%2.0%1.0%1.0%4.3 %8.0 %8.0%2.0 %2.0 %2.0 %2.0%1.0%6.4%1.0%7.5%2.0FOREBAY #2%4.8%8.0%5.0%5.51R %6.4%7.5% 3.0 5'5'RAMP RAMP RAMP 1R RAMP PROP. STAIRS W/HANDRAIL 1R PROP. RAMP W/HANDRAIL TW=805.00 BW=803.00 PROP. STAIRS W/HANDRAIL PROP. RAMP W/HANDRAIL PROP. STAIRS W/HANDRAIL PROP. RAMP W/HANDRAIL PROP. STAIRS W/HANDRAIL PROP. RAMP W/HANDRAIL %0.5%4.0 TW=852.50 BW=843.54 TW=852.50 BW=843.54 TW=845.40 BW=845.40 TW=850.27 BW=843.52 TW=852.82 BW=843.70 TW=855.75 BW=847.22 TW=845.00 BW=845.00 TW=854.16 BW=845.65 TW=856.30 BW=846.24 TW=850.99 BW=837.00 TW=851.76 BW=846.74 TW=835.90 BW=834.00TW=837.00 BW=835.00 TW=840.20 BW=830.00 TW=842.80 BW=834.00 TW=842.60 BW=839.00 TW=842.80 BW=823.75 TW=842.00 BW=822.75 TW=832.00 BW=822.40TW=838.00 BW=822.70 TW=820.30 BW=820.30 TW=818.00 BW=811.00 TW=829.20 BW=817.12 % 1. 5 %1.5 %1.5 %1.5 %1.5%4.8TW=853.00 BW=835.92 TW=855.85 BW=836.22 TW=855.85 BW=835.90 TW=854.00 BW=836.50 TW=828.00 BW=823.30 TW=828.00 BW=815.80 TW=826.00 BW=816.90 TW=823.50 BW=818.00 TW=819.70 BW=819.60 "M" "N" "N" TW=835.30 BW=816.10 TW=832.00 BW=816.60842840 838836834832842860 854 856 858 852 862 860 854 856 858 842 822822822 822 842 822842 842840838836834832 830 828 826 824822822 8 3 4 838 840 842 8 3 4 8 3 2 830 836836 828 830 828 832 834 824 826 806 802 803.5 805 804 803.7 801 806 801 802 803.5 805 804803.7 8 5 2 8 5 0 8 6 0 8 5 4 8 5 6 8 5 8 8 5 2 85 0 854 856 858 856 858 852 854 856 8 5 2 8 5 4 836836836852 852 854 8188168468 4 8 8 5 0 85 2 816832820 808 810816 818 820 810 5' AQUATIC/SAFETY BENCH CURB TRANSITION CURB TRANSITION LANDING LANDING LANDING LANDING LANDING LANDING CURB TRANSITION 60 MIL SYNTHETIC LINER TO ENCOMPASS ENTIRE FACILITY UP TO 10YR WSE 77 41 88 42 11 42 21 42 44 42 55 42 69 42 79 44 26 43 07 60 21 45 21 22 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 04 43 42 43 05 42 324287 42 72 53 61 53 61 53 17 53 17 53 70 53 70 43 35 43 43 53 62 43 70 GND 43 70 GND 43 70 GND 53 37 GND 53 37 GND 53 37 GND 53 37 GND 53 37 GND 4356 43 56 53 37 GND 53 37 GND 53 37 GND 53 37 GND 53 37 GND 53 37 GND 53 62 53 20 GND 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 18 SW 51 73 SW 51 63 SW 49 64 SW 49 54 SW 47 54 SW 47 44 SW 45 44 SW 45 34 SW 53 00 BP 53 20 GND 53 20 GND5320 GND 53 20 GND 53 20 GND 53 20 GND 53 37 GND 53 20 GND 43 70 GND 43 70 GND 43 52 GND 12 43 12 43 20 43 12 43 12 42 98 43 20 GND 43 20 GND 52 87 GND 52 87 GND 52 87 GND 52 70 GND 52 70 GND 52 70 GND 52 70 GND 52 70 GND 43 70 GND 43 20 GND 41 76 TOP 42 34 42 46 42 74 42 95 42 41 42 24 42 10 OLR 43 48 43 30 42 86 43 14 43 54 43 45 43 85 GND 53 37 GND 51 00 TOP 51 30 SW 52 46 SW 43 70 GND 23 59 23 67 23 59 23 59 23 45 23 67 GND 4300 GND GND 44 00 GND 42 83 GND 43 83 GND 23 29 53 20 GND 53 20 GND 22 74 22 33 22 25 22 25 22 33 GND2225 22 33 GND 22 25 22 25 22 33 22 33 22 33 22 33 22 25 22 25 43 00 42 91 42 91 42 67 42 67 43 00 43 00 42 92 22 33 GND 22 33 GND 42 67 GND 42 67 GND 42 67 GND 22 19 SW 22 19 SW 42 67 GND 42 67 GND 42 67 GND 42 92 42 50 GND 42 50 GND 42 50 GND 42 67 GND 42 50 GND 42 50 GND 42 67 GND 42 67 GND 42 00 GND 21 05 SW 21 03 SW 22 10 42 50 GND 42 50 GND 42 50 GND 22 25 22 25 42 41 SW 21 73 GND 22 25 43 00 GND 41 00 TOP 22 15 42 00 GND 38 33 GND 41 00 GND 39 20 GND 37 30 GND 40 30 GND 38 25 GND 22 25 GND 22 30 42 67 GND 42 67 GND 22 09 21 03 21 80 21 47 22 004267 GND 40 92 GND 39 12 GND 41 60 TOP 42 25 GND 26 40 TOP 26 91 BP 26 96 GND 27 18 GND2740 GND 26 96 GND 26 96 GND 34 40 GND 36 00 BP 34 70 GND 35 50 GND 36 75 36 67 36 34 GND 36 42 GND 36 42 GND 36 75 36 66 36 42 GND 36 42 GND 35 70 GND 35 36 GND 16 00 16 00 35 59 GND 35 29 SW 36 10 SW 36 21 SW 36 37 SW 36 59 GND3639 SW 36 66 GND 36 56 SW 36 47 SW 35 38 SW 35 19 SW 36 75 36 673320 GND 32 40 GND 32 10 GND 31 31 60 GND 16 08 GND 16 08 GND 16 16 08 16 08 16 08 16 08 16 16 00 16 00 47 23 46 62 47 02 GND 47 02 GND 47 78 47 78 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 49 50 GND 47 78 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 SW5607 SW 56 46 SW 56 46 SW 56 27 GND5664 GND 56 97 56 97 56 89 5689 56 64 GND 56 35 GND 56 64 GND 54 64 GND 55 61 GND 56 64 GND5664 GND 56 17 SW 56 64 GND 35 67 35 49 35 08 34 67 35 76 35 953675 35 74 35 59 36 30 SW 36 30 SW 36 22 36 22 35 90 51 00 50 99 SW 51 09 SW 55 44 SW 55 34 SW 53 34 SW 53 24 SW 51 24 SW 56 50 GND 56 04 GND 56 00 GND 55 85 GND 55 30 GND 46 05 SW 46 24 SW 46 18 SW 46 15 SW 46 05 SW 46 04 45 98 SW 45 88 SW 46 12 SW 46 21 SW 46 30 45 90 SW 45 90 SW 46 30 GND 46 30 GND 50 40 TOP 50 70 TOP 55 40 BP 53 10 TOP 53 60 BP 44 02 44 59 45 19 45 87 45 42 45 82 43 15 44 40 TOP 45 87 43 75 44 76 45 92 44 94 44 94 44 94 45 74 46 30 46 18 SW 46 24 SW 45 82 SW4572 SW 45 82 GND 44 30 TOP 45 56 GND 36 30 35 18 36 14 SW 36 15 SW 36 30 36 08 SW 35 77 GND 35 40 BP3500 TOP 35 00 TOP 35 43 OLR 35 43 OLR 34 20 36 11 SW 36 32 36 32 36 32 36 40 GND 36 40 GND 36 40 47 07 4699 46 74 GND 36 15 SW 36 34 SW 36 36 36 15 SW 35 87 35 90 SW3585 SW 36 40 36 27 SW 36 33 SW3592 SW3582 SW 46 74 GND 21 73 21 60 21 43 21 98 23 29 22 48 23 75 GND 22 75 GND 23 48 GND 22 49 GND 20 95 TOP 44 00 GND 43 50 GND 43 00 GND 4350 GND4320 GND 4320 GND 43 00 GND 4333 GND 36 07 SW3617 SW 35 92 3496 3516 3493 35 90 SW 34 23 SW 34 28 SW 3438 SW 3433 SW3418 TOP 34 31 SW 22 20 14 79 14 68 14 54 14 43 15 94 SW 15 45 SW1544 SW 15 55 SW1553 SW 1543 SW 15 98 SW 15 88 SW 15 90 SW 15 80 SW 42 68 SW 43 52 SW 16 03 SW 03 00 GND 03 00 GND 03 49 41 HP 43 53 43 50 43 204343 22 33 42 32 42 10 42 31 42 17 20 76 20 99 44 20 15 201540 15 56 15 36 21 06 21 06 20 76 44 20 44 47 44 47 42 48 42 39 1 5 10 6 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664GRADING PLANRev. No.Date 03 04-09-2021HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 20' C210 11/02/2020 KAS 20-12 2039MATCH LINE SHEET C209MATCH LINE SHEET C211MATCH LINE SHEET C213 MATCH 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. 71 70 69 79 80 81 82 71A 101 93 94 95 96 97 98 99 100 PROP. RETAINING WALL WITH GUARDRAIL (TYP.) PROP. RAMP W / HANDRAIL PROP. GENERATOR PAD (TYP.) PROP. GENERATOR PAD (TYP.) PROP. GENERATOR PAD (TYP.) PROP. GENERATOR PAD (TYP.) PROP. GENERATOR PAD (TYP.) PROP. GENERATOR PAD (TYP.) 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 %2.0%1.0%1.0%1.02FE= 863.87 1FE= 853.20 GAR= 843.20 %2.0%1.0%1.0%1.0%1.0%1.02FE= 861.00 1FE= 850.33 GAR= 840.33%2.0%2.01R % 4. 8 1R 1R %7.4%2.8PROP. RAMP W/HANDRAIL PROP. STAIRS W/HANDRAIL TW=843.70 BW=841.12 TW=839.87 TW=842.70 BW=840.23 TW=849.50 BW=840.94 TW=850.50 BW=842.20 TW=852.50 BW=843.54 TW=852.50 BW=843.54 TW=852.87 BW=842.13 TW=842.10 TW=842.80 BW=823.75 TW=842.00 BW=822.75 %1.5 TW=852.16 BW=842.13 852 862 860 854 856 858 852 854 856 858 858 860 854 856 850 852 8 4 2 840 8 4 0 842852850842 846848842 84282238 92 39 26 40 25 40 62 41 46 41 63 41 77 41 88 42 11 42 60 43 43 62 53 37 GND 53 37 GND 53 37 GND 53 20 GND 53 20 GND5320 GND 53 20 GND 53 43 12 43 12 43 12 43 20 43 20 43 20 43 20 43 12 43 12 43 20 43 20 GND4312 43 12 43 12 53 20 42 98 53 11 53 11 52 67 52 67 53 20 53 20 42 77 42 89 53 12 43 20 GND 43 20 GND 43 20 GND 52 87 GND 52 87 GND 52 87 GND 52 87 GND 52 87 GND 43 06 SW 43 06 SW 52 87 GND 52 87 GND 52 87 GND 52 87 GND 52 87 GND 52 87 GND 53 12 52 70 GND 52 70 GND 52 70 GND 52 70 GND5270 GND 52 70 GND 52 70 GND 52 70 GND 52 87 GND 53 18 SW 52 20 BP 52 70 GND 52 70 GND 52 70 GND 52 70 GND 52 70 GND 52 70 GND 52 87 GND 52 70 GND 43 70 GND 43 20 GND 41 76 TOP 42 34 42 46 42 74 42 95 42 41 42 24 42 10 OLR 43 48 43 30 42 86 43 14 43 54 43 45 43 85 GND 53 37 GND 51 00 TOP 51 00 TOP 52 20 BP 52 20 BP 52 40 SW 51 30 SW 52 46 SW5230 SW 52 65 SW 43 70 GND 23 59 23 67 23 59 23 59 44 33 23 45 44 24 44 24 44 00 44 00 44 33 44 33 44 25 23 67 GND 44 00 GND 44 00 GND 44 00 GND 4300 GND 44 00 GND 44 00 GND 44 00 GND 44 25 43 83 GND 42 83 GND 43 83 GND 43 83 GND 44 00 GND 43 83 GND 43 83 GND 44 00 GND 23 29 44 00 GND 00 40 25 40 52 40 20 41 20 41 50 40 25 38 50 TOP 40 25 42 98 42 00 41 80 50 335025 50 00 GND 50 33 50 00 GND 50 25 40 33 GND 40 33 GND 00 50 00 GND 50 00 GND 50 00 GND 50 00 GND 50 00 GND 50 00 GND 50 00 GND 50 00 GND 40 40 GND 49 83 GND 49 83 GND 49 83 GND 49 83 GND 49 83 GND 49 39 SW 49 39 SW 49 82 SW 49 82 SW 52 87 GND 52 87 GND 52 87 GND 52 70 GND 52 70 GND 52 87 GND 42 00 SW 51 00 SW 52 70 GND 52 60 GND 49 83 GND 53 20 GND 52 70 GND 52 70 GND 52 70 GND 49 83 GND 49 83 GND 49 83 GND 49 96 SW 49 94 SW 48 80 SW 52 20 SW 52 60 SW 52 40 SW 52 40 SW 51 80 TOP 51 00 TOP 52 00 BP 48 75 GND 48 75 GND 48 75 GND 48 75 GND 49 32 GND 49 83 GND 40 25 GND 42 20 GND 51 61 GND 52 87 GND 48 40 TOP 49 00 GND 50 00 GND 51 30 GND 40 25 40 25 33 40 33 40 33 40 33 40 19 SW 4019 SW 39 11 39 19 SW 22 74 22 33 43 83 GND 43 83 GND 43 83 GND 42 41 13 SW 43 63 SW 42 63 GND 43 00 GND 41 00 TOP 23 29 22 48 23 75 GND 22 75 GND 23 48 GND 22 49 GND 44 00 GND 43 50 GND 43 00 GND 4350 GND4320 GND 4320 GND 43 00 GND 4333 GND 41 73 SW 43 02 SW 50 61 TOP 48 61 TOP 43 90 TOP 41 02 TOP 41 43 41 35 41 56 39 95 40 20 41 00 40 62 41 20 39 50 39 50 39 74 39 74 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664GRADING PLANRev. No.Date 03 04-09-2021HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 20' C211 11/02/2020 KAS 20-12 2039MATCH LINE SHEET C210MATCH 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. 71 70 69 68 67 66 65 64 63 79 80 71A 90 91 92 93 94 95 PROP. RETAINING WALL WITH GUARDRAIL (TYP.) LIMITS OF DISTURBANCE (TYP.) 200 201 PROP. GENERATOR PAD (TYP.) PROP. GENERATOR PAD (TYP.) PROP. GENERATOR PAD (TYP.) PROP. GENERATOR PAD (TYP.) A B D C %2.0%1.0%1.0%1.02FE= 844.33 1FE= 833.67 GAR= 823.67%1.0%1.02FE= 861.00 1FE= 850.33 GAR= 840.33%2.0%2.0%4.6%2.9 %2.0 %1.11R % 4. 8 1R 1R % 2. 0 %%2.8PROP. STAIRS W/HANDRAIL %2.0%2.0%1.5 TW=843.70 BW=841.12 TW=839.87 BW=839.85 TW=842.70 BW=840.23 TW=840.20 BW=838.76 TW=847.00 BW=839.26 TW=832.00 BW=832.00 TW=833.18 BW=826.00 TW=833.67 BW=824.26 TW=849.50 BW=840.94 TW=842.10 BW=833.80 TW=836.80 BW=834.36 TW=842.80 BW=823.75 TW=842.00 BW=822.75 %1.5 %1.5%1.5 %1.4 %1.0 "H" "H" "I" "I" "J" "J" "K" "K" 8 4 2 840 8 4 0 842 83884084284484684883483683282 8 826 824 822 842 838 8388428228 3 2 8 3 4 8 3 0 828826824822820826 832 834 836 83 6 8 4 0 824 826 824 82 8 82 8 38 92 39 26 40 25 40 62 41 46 41 63 41 32 06 30 74 23 19 22 49 21 60 43 12 43 43 20 GND4312 43 20 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 44 24 44 24 44 00 44 00 44 33 44 33 44 25 23 67 GND 23 67 GND 44 00 GND 44 00 GND 44 00 GND 23 53 SW 23 53 SW 4300 GND 44 00 GND 44 00 GND 44 00 GND 44 25 43 83 GND 42 83 GND 43 83 GND 43 83 GND 44 00 GND 43 83 GND 43 83 GND 44 00 GND 23 29 33 59 33 59 44 00 GND 44 00 GND 40 25 40 25 40 52 40 20 41 20 41 50 40 25 38 50 TOP 40 25 50 335025 50 00 GND 50 33 50 00 GND 50 25 40 33 GND 40 33 GND 40 33 GND 40 33 GND 50 00 GND 50 00 GND 50 00 GND 50 00 GND 50 00 GND 50 00 GND 50 00 GND 50 00 GND 50 00 GND 50 00 GND 40 40 GND 49 83 GND 49 83 GND 49 83 GND 49 83 GND 49 83 GND 49 39 SW 49 39 SW 49 82 SW 49 82 SW 40 25 39 90 BW 49 83 GND 49 83 GND 49 83 GND 49 83 GND 49 83 GND 49 83 GND 49 96 SW 49 94 SW 48 80 SW 48 75 GND 48 75 GND 48 75 GND 48 75 GND 48 75 GND 48 75 GND 49 32 GND 49 83 GND 40 25 GND 48 40 TOP 49 00 GND 50 00 GND 40 25 40 25 40 25 40 25 40 25 40 33 40 33 40 33 40 33 40 33 40 19 SW 4019 SW 40 13 SW 40 23 SW 39 11 SW 39 19 SW 40 13 SW 40 13 SW 40 06 SW 40 23 SW 39 76 SW 23 35 SW 23 30 SW 23 20 SW 23 30 SW2426 GND 24 09 GND 23 47 23 47 SW 22 74 22 33 22 90 22 79 24 17 GND 24 00 GND 23 51 GND 43 83 GND 43 83 GND 43 83 GND 33 253328 42 41 13 SW 43 63 SW 42 63 GND 43 00 GND 41 00 TOP 23 29 22 48 23 75 GND 22 75 GND 23 48 GND 22 49 GND 44 00 GND 43 50 GND 43 00 GND 4350 GND4320 GND 4320 GND 43 00 GND 4333 GND 41 73 SW 43 90 TOP 41 02 TOP 36 63 37 24 38 70 38 30 38 25 37 15 37 65 38 703775 38 10 39 26 BW 38 82 38 75 SW 38 80 33 10 32 96 32 36 40 00 TW 49 00 TW 39 95 40 20 41 00 40 62 41 20 39 50 39 50 32 80 32 77 32 39 32 70 32 48 32 57 32 52 32 68 32 88 32 70 39 74 39 74 38 22 37 95 37 95 38 22 33 31 SW 33 00 SW 33 20 33 10 19 20 INV 23 50 TOP 26 30 BP 3 2 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664GRADING PLANRev. No.Date 07 03-04-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 20' C212 11/02/2020 KAS 20-12 2039MATCH LINE SHEET C213MATCH LINE SHEET C211 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. 64 63 59 60 61 54 53 49 109 111 110 PROP. WET POND PROP. GARAGE (TYP.) PROP. BALCONY (TYP.) PROP. 5' TRAIL "B" PROP. 5' TRAIL FREDERICK COUNTYCITY OF WINCHESTERPROP. STAIRS W / HANDRAIL TEMP. GRAVEL PAD BOLD R O C K DRIV E BASALT CT.200 PROP. TYPE 3 BARRICADE w/ ROAD CLOSED SIGN (R11-2) TW=805.00 BW=803.00%7.5 FOREBAY #2 %4.6%2.9 "C"5'5'PROP. RAMP W/HANDRAIL MATCH EX. EP ELEVATIONMATCH EX. EP ELEVATION TW=805.00 BW=803.00 TW=833.18 BW=826.00 TW=818.00 BW=811.00 "K" "K" "L" "L" "M" "N" "M" "N" 824 822 822822 806 802 803.5 805 804 803.7 801 801 802 803.5 804803.7 806802804822 820 818808 810 824 820 822 808810812814816818816 818 820 810 826824822820818 820 816 818 820 8248228248228208 1 8 8 2 0 816 818820 822 822 10' SAFETY BENCH BUILDING PAD FUTURE DEVELOPMENT 60 MIL SYNTHETIC LINER TO ENCOMPASS ENTIRE FACILITY UP TO LINER TO ENCOMPASS ENTIRE FACILITY UP TO 10YR WSE 23 19 22 49 21 60 21 45 21 22 21 12 20 97 23 59 23 59 23 67 23 67 23 67 23 59 23 59 23 45 23 67 GND 23 67 GND 23 53 SW 23 53 SW 44 00 GND 23 29 23 35 SW 23 30 SW 23 20 SW 23 30 SW 23 47 22 74 22 33 22 90 22 79 23 51 GND 22 25 22 33 GND2225 22 33 GND 22 SW 21 05 SW 21 03 SW 21 73 21 73 21 60 21 43 20 95 TOP GND 4320 GND 26 00 HP 03 00 GND 03 00 GND 03 19 20 INV 822 PROP. 10' CL AI RIP-RAP PROP. 10' CL AI RIP-RAP PROP. 10' CL AI 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664GRADING PLANRev. No.Date 07 03-04-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 20' C213 11/02/2020 KAS 20-12 2039 MATCH LINE SHEET C210 MATCH LINE SHEET C212MATCH LINE SHEET C208NOTES: 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 33 84 86 85 88 89 102A 103 107 104 108106 105 87 87A LIMITS OF DISTURBANCE (TYP.)TRAVERTINEWAY 102 102B 87B PROP. GENERATOR PAD (TYP.) PROP. GENERATOR PAD (TYP.) PROP. RETAINING WALL WITH GUARDRAIL (TYP.) X %2.0%8.0%2.0 %8.0 %2.0 % 8.0 % 2. 0 %5 . 0 %4.4 %1.03:12FE= 856.97 1FE= 846.30 GAR= 836.30 MATCH EX. EP ELEVATION MATCH EX. EP ELEVATION MATCH EX. EP ELEVATION FF= 847.02 FF= 847.78 %2.0%2.0%1.0%1.0%4.3 %8.0 %8.0%2.0 %2.0 %2.0 %1.0%2.0"G" "G" "F" PROP. STAIRS W/HANDRAIL PROP. STAIRS W/HANDRAIL TW=845.40 BW=845.40 TW=850.27 BW=843.52 TW=855.75 BW=847.22 TW=845.00 BW=845.00 TW=854.16 BW=845.65 TW=856.30 BW=846.24 TW=850.99 BW=837.00 TW=851.76 BW=846.74 TW=853.00 BW=835.92 TW=855.85 BW=836.22 TW=855.85 BW=835.90 TW=854.00 BW=836.508408 3 2 850 840 830 840 860 854 856 858862 860 854 856 858 838 836 842 844 846 848 832 834 836 838 842 8448468 5 2 8 5 0 8 6 0 8 5 4 8 5 6 8 5 8 8 5 2 85 0 854 856 858 856 858 852 854 856 8 5 2 8 5 4 836836836852 852 854 8468 4 8 8 5 0 85 2 840 838 836834CURB TRANSITION CURB TRANSITION CURB TRANSITION 44 26 43 07 43 12 53 17 53 17 53 70 53 37 GND 53 37 GND 53 62 53 20 53 20 GND 53 20 GND 53 20 GND 53 20 GND 53 20 GND 53 20 GND 53 20 GND5318 SW 51 73 SW 51 63 SW 49 64 SW 49 54 SW 47 54 SW 47 44 SW 45 44 SW 45 34 SW 53 00 BP 43 52 GND 53 20 GND 30 00 EX EP 30 90 GND 31 44 GND 29 30 EX EP 29 96 EX EP 32 00 EX EP 32 23 EX EP 31 25 GND 31 45 GND 31 79 GND 47 23 46 62 47 02 GND 47 02 GND 47 78 47 78 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 49 50 GND 47 78 46 40 GND 46 22 46 22 56 64 GND 56 64 GND 56 07 SW5607 SW 56 46 SW 56 46 SW 56 27 GND5664 GND 56 97 56 97 56 89 5689 56 64 GND 56 35 GND 56 64 GND 54 64 GND 55 61 GND 56 64 GND5664 GND 56 17 SW 56 64 GND 35 67 49 35 08 67 35 76 35 953675 35 74 35 59 36 30 36 22 36 22 35 90 51 00 50 99 SW 51 09 SW 55 44 SW 55 34 SW 53 34 SW 53 24 SW 51 24 SW 56 50 GND 56 04 GND 56 00 GND 55 85 GND 55 30 GND 50 40 TOP 50 70 TOP 55 40 BP 53 10 TOP 53 60 BP 44 02 44 59 45 19 45 87 45 42 45 82 43 15 44 40 TOP 45 87 43 75 44 76 44 94 44 94 46 30 46 18 SW 46 24 SW 45 82 SW4572 SW 45 82 GND 44 30 TOP 45 56 GND 36 15 36 32 36 32 36 32 36 40 36 40 36 40 47 07 4699 46 74 GND 36 34 SW 36 36 35 87 36 40 36 27 SW 36 33 SW3592 SW3582 SW 46 74 GND 36 07 SW3617 SW 35 92 3496 3516 3493 903438 SW 49 41 HP 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-20-664GRADING PLANRev. No.Date 03 04-09-2021HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 20' C214 11/02/2020 KAS 20-12 2039 MATCH LINE SHEET C210 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. FSWFSWFSWWW W W W WWW W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWW2 1 3 4 5 6 7 8 910 FREDERICK COUNTYCITY OF WINCHESTERBOLD ROCKDRIVEFELDSPAR CT.TRAVERTINEWAY BOLD R O C K DRIVE BOLD ROCK DRIVE BOLD R O C K DRIV E BASALT CT.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. 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 SIGN TYPE "C" SIGN TYPE "A" SIGN TYPE "A"SIGN TYPE "C" SIGN TYPE "A" SIGN TYPE "D"SIGN TYPE "D" PROP. FIRE PUMP ROOM PROP. EMERGENCY ACCESS GRASSPAVE (SEE SHEET L4.01) SIGN TYPE "C" SIGN TYPE "A" PROP. "NO THRU TRAFFIC" SIGN PROP. "NO THRU TRAFFIC" SIGN SIGN TYPE "A" PROP. FIRE HYDRANT W/ SIGN TYPE "D" 24'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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 03 04-09-2021 1" = 50' C215 11/02/2020 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 C216 *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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 03 04-09-2021 N/A C216 11/02/2020 KAS 20-12 2039 WMFSWFSWG G G G GGGGGGGGGG G G GG SSS S SSSW W W WW W WWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W WWWWWWMWM WM WM WM WM WM WM WM WWNYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T ER W A Y S BOLD ROCKDRIVEFELDSPAR CT.TRAVERTINEWAY BOLD R O C K DRIVE BOLD ROCK DRIVE BOLD R O C K DRIV E BASALT CT.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 S T R E E T 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 LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE 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-20-664BMP MAP & VRRM SUMMARYHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIARev. No.Date 06 01-11-2022 1"=80' C300 11/02/2020 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 WINCHESTERDA #1 PRE 20.30 AC CN = 59 DA #3 PRE 37.45 AC CN = 68 TC FLOW PATH TC FLOW PATH TC FLOW PATH TC FLOW PATH TC FLOW PATH DA #2 PRE 3.64 AC CN = 83 DA #5 PRE 1.49 AC CN = 79 STUDY POINT #3 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 TC FLOW PATH STUDY POINT #1 STUDY POINT #2 TC FLOW PATH STUDY POINT #2 17C 17E 14B 13E 14B 13C 14D 14D 13C 13E 13D 14C 17C 17E16C516C 200 514B 514C 516C 14C 13D 16C 200 DA #4 PRE 2.66 AC CN = 73 EX. STR 100A GRID M E R I D I A N VA NOR T H Z O N E N A D 8 3 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 EX100 STM STR EX101 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 SOIL BOUNDARY (TYP) SOIL BOUNDARY (TYP)SOIL MAP UNIT SYMBOL (TYP) SOIL MAP UNIT SYMBOL (TYP) STUDY POINT #5 XSEC #10 XSEC #11 XSEC #12 XSEC #13 XSEC #14 EX 18" CMP EX 24" CMP NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS FREDERICK COUNTYCITY OF WINCHESTERDA #3 37.45 AC CN = 68 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 17C 17E 14B 13E 14B 14C 13C 14D 14D 13C 13E 13D 14C 17C 17E16C516C 200 514B 514C 516C 14C 13D 16C 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 GRID M E R I D I A N VA NOR T H Z O N E N A D 8 3 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 SOIL BOUNDARY (TYP) SOIL BOUNDARY (TYP)SOIL MAP UNIT SYMBOL (TYP) SOIL MAP UNIT SYMBOL (TYP) STUDY POINT #5 XSEC #10 XSEC #11 XSEC #12 XSEC #13 XSEC #14 EX 18" CMP EX 24" CMP 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 06 01-11-2022 1"=180' C301 11/02/2020 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. 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 STUDY POINT #4 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 03 04-09-2021 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 12.0'TOP OF EMBANKMENT ELEV.=808.20 62' - 18" RCP ASTM C-361 (RUBBER GASKETS W.T. JOINTS) @ 1.21%3:110+00=EW-1 (30")EX. 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 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 ELBOWINV 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 BENCH3:19+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 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 780 785 790 795 800 805 810 10' SAFETY BENCH 780 785 790 795 800 805 810 130 TOP=806.1712.0' WETLAND CELL WETLAND SHELF 9+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 100YR WSE=807.01** (CLOGGED) 100YR WSE= 805.84* (NORMAL) 3.7% PHREATIC LINE 4:11YR WSE=800.72 10YR WSE=802.99 100YR WSE=807.01** (CLOGGED) 100YR WSE= 805.84* (NORMAL) 1YR WSE= 800.72 10YR WSE= 802.99 100YR WSE= 805.84* (NORMAL) 100YR WSE= 807.01** (CLOGGED) MIN 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 4.0'10+15= 10" GATE VALVE& BOXTOP=806.003A 9+50 10+00 10+50 11+00 11+50 825 830 820 825 830 820 815815 10+00.00 = EX. CURB INLETINV OUT = 820.04INV IN = 820.5910+16.72 = MH-1INV OUT = 821.00INV IN = 821.00EX. TOP = 825.26TOP = 826.16EX. 13 7' - 15" R C P @ 3 . 9 0 % 17' - 1 5 " ADS N - 1 2 @ 2.45 %UNDERGROUND SWM STONE LAYER STONE LAYER 200 EX. 102B 810810 805805 EXISTING GRADE 10YR HGL 9+50 10+00 10+50 11+00 11+50 810 815 820 825 830 835 810 815 820 825 830 835 102A 10+64.54 =INV OUT = 822.50INV IN = 822.50INV SUMP=819.50TOP = 829.20STONE LAYER STONE LAYER 10YR HGL UNDERGROUND SWM 36' - 1 5 " ADS N - 1 2 @ 3.10 % EXISTING GRADE PROP. GRADE LINER (TYP.) LINER (TYP.) MIN 1' TOPSOIL & SYNTHETIC OR CLAY LINER (ENTIRE FACILITY TO 10YR WSE)3:1 LINER (TYP.) MIN 1' TOPSOIL & SYNTHETIC OR CLAY LINER (ENTIRE FACILITY TO 10YR WSE) 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 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)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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 06 01-11-2022 C302 11/02/2020 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 (C207 - C214) 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 06 01-11-2022 N/A C303 11/02/2020 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. JOI N 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. 821.00 SWM CONTROL STR. SECTION (STM 102B) NTS 15" ADS N-12 @ 2.56% 18" ADS N-12 821.63 821.00 10 YR W.S.E. = 824.27 INTERNAL WEIR WALL 4' 0.5' 1.9' 824.50 822.60 821.00 INTERNAL WEIR WALL DETAIL 6" ORIFICE 1 YR W.S.E. = 822.21 3.5' FOR BUOYANCY **THE 100 YEAR WATER SURFACE ELEVATION (WSE) ASSUMES THE LOW FLOW ORIFICE IS CLOGGED AND THE STARTING WSE IS AT THE WEIR ELEVATION. 1.5' MIN. 826.16 PRECAST RCP BASE AND RISER STRUCTURE (VDOT A4 CONCRETE) - INSIDE 4' DIA. 18" PIPE 15" PIPE 15" PIPE 6" PIPE PLAN VIEW 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.) 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' UNDERGROUND DETENTION 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 06 01-11-2022 N/A C304 11/02/2020 KAS 20-12 2039 FOREBAY #1 NOT TO SCALE 24' WEIR WIDTH PROPOSED GRADE FRONT VIEW 34' LENGTH 3:1NOTE: RIP-RAP TO BE FLUSH WITH TOP OF CONCRETE WEIR WALL. WEIR WALL TO BE LEVEL. 3: 1 CONCRETE WEIR (VDOT CLASS A3) 5' 1.0' 5' 4.0' 2.0' 2.0' RIP-RAP (VDOT CLASS 1) NOT SHOWN FOR CLARITY OF WEIR WALL ELEV =805.00 ELEV =805.00 ELEV =804.00ELEV =804.00 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. 10' PROPOSED GRADE RIP-RAP FLUSH WITH TOP OF WEIR WALL #4's, 12" O.C. (H.) 2.0' 2.0' CONCRETE WEIR WALL (8" VDOT CLASS A3) 2' 12"x24" FOOTING (VDOT 21A) #4's, 24" O.C. (V.) TYPICAL GABION BASKETS NOT TO SCALE ISOMETRIC VIEW NOTE: GABION BASKETS LENGTHS WILL VARY, BUT SHALL BE MULTIPLES (1,2,3, OR 4) OF THE 3 FOOT BASKET WIDTH. BASKET HEIGHT VARIES 1', 1.5' OR 3' (SEE PLAN DETAILS FOR HEIGHT) INDIVID U A L C E L L 3' LENG T H 3' B A S K E T WI D T H TOP/LID DIAPHRAGM GABION B A S K E T L E N G T H (3', 6', 9 ' O R 1 2 ' ) 60 98 51 88 0.696 FOREBAY #3 NOT TO SCALE FRONT VIEW NOTE: RIP-RAP TO BE FLUSH WITH TOP OF CONCRETE WEIR WALL. WEIR WALL TO BE LEVEL. FOREBAY #3 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. 10' PROPOSED GRADE RIP-RAP FLUSH WITH TOP OF WEIR WALL #4's, 12" O.C. (H.) 2.0' CONCRETE WEIR WALL (8" VDOT CLASS A3) 2' 12"x24" FOOTING (VDOT 21A) #4's, 24" O.C. (V.) 2.0' 2.0' 20' LENGTH 10' WEIR WIDTH 3: 1 5' 1.0' ELEV =801.00 ELEV =800.00 3:15'ELEV =801.00 ELEV =800.00 RIP-RAP (VDOT CLASS 1) NOT SHOWN FOR CLARITY OF WEIR WALL 4.0' CONCRETE WEIR (VDOT CLASS A3) PROPOSED GRADE 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 FOREBAY #2 GABION WALL CHECK DAM NOT TO SCALE 15' WEIR WIDTH 3' NON-WOVEN GEOTEXTILE FABRIC FRONT VIEW 3' LENGTH 1' NOTE: GABION STONE SIZE 4"-8" (AVERAGE 6") 3' BOTTOM WIDTH OF DITCH 6' LENGTH 3:1 3:1 6' LENGTH ELEV =805ELEV =803 ELEV =806 ELEV =805 ELEV =803 ELEV =806 PROPOSED GRADE FILL VOIDS WITH #57 STONE BETWEEN EDGE OF EXCAVATION AND GABION BASKETS LOWER GABION BASKET (3' W x 3' H) GABION BASKET (3' W x 3' H)LOWER GABION BASKET (3' W x 3' H) FOREBAY #2 GABION WALL CHECK DAM NOT TO SCALE 3' BURIED DEPTH 1' 3'PROPOSED GRADE SIDE VIEW BW=803 TW=805 1.0' RIP-RAP CL. I 60 MIL SYNTHETIC LINER NON-WOVEN GEOTEXTILE FABRIC 2.0' RIP-RAP CL. I 60 MIL SYNTHETIC LINER NON-WOVEN GEOTEXTILE FABRIC 2.0' #4's, 12" O.C. (H.) NON-WOVEN GEOTEXTILE FABRIC GABION BASKET (3' W x 3' H) CLEAN WASHED #57 STONE PRETREATMENT CELL NOTE: GABION STONE SIZE 4"-8" (AVERAGE 6") GRAVEL DIAPHRAGM 1.0'1.0 '1.0 '1.0 ' COMPACTED EARTH COMPACTED EARTH 60 MIL SYNTHETIC LINER COMPACTED EARTH 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date N/A C305 11/02/2020 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.=821.00* ELEV.=821.50* ELEV.=824.00* ELEV.=824.50* ELEV.=825.50 1YR WSE =822.21 10YR WSE=824.27 *AS-BUILT REQ'D *AS-BUILT REQ'D *AS-BUILT REQ'D *AS-BUILT REQ'D ELEV.=832.00 FSWFSWFSWGGGGGGGGGG SWWWWWWWWWWWWWWWMWWWG15TRA V E R TI N E WAY BOLD ROCKDRIVE84083285084083084084284286085485685885286286085485685884282282284282284284284083883683483283082882682482282283483884084283083283482482683883684284484684883283483683884284484685285086085485685885285085485685885685881884684885085282084083883683410+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+00PC= 1 5 + 4 6 . 1 916+00PT=16+74.7417+00 PROP. EP L1 C 1 L2C2 L3C3 L4 17+27 PROP. SIDEWALK PROP. W/L 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 835 840 845 850 855 860 865 870 830 835 840 845 850 855 860 865 870 875830.70831.91833.79836.15838.65841.15843.65846.15848.40849.38848.97847.17844.69842.32842.641.18%3.00% SD= 3038.12 K-Value= 5.5 5.00% VC = 100.00 SD= 1200.00 K-Value= 50.0 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 = 830.90)(ELEV = 831.05)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. = 849.41830.84831.50835.50847.15842.80VC = 10.00 K-Value= 5.5 11+73.16 = PT15+46.19 = PT842.202.00% 2.00%10+30.16 = PC849.24847.36842.15831.30837.31840.82COMPACT FILL TO A MINIMUM 95% DRY DENSITY, PER AASHTO T-99 ELEV. @ PROP RD C/L COMPACT FILL TO A MINIMUM 95% DRY DENSITY, PER AASHTO T-99 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 15" STORM SEW. XING15" STORM SEW. 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 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664ROAD PROFILESRev. No.Date HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAC400 11/02/2020 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 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. 3" BM-25.0A INTERMEDIATE COURSE 2" IM-19.0A INTERMEDIATE COURSE GG GG1817161514131920222324252712111011A12A26SS3128131130WWWWWWWWWWW W W W W W WM22A8BOLD ROCK DRIVE L1 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 PT=15+41 . 4 1 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 RTCRTC9+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 TO A MINIMUM 95% DRY DENSITY, PER AASHTO T-99 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-ING6" SAN. LAT. X-ING-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 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664ROAD PROFILESRev. No.Date HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAC401 11/02/2020 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 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. 3" BM-25.0A INTERMEDIATE COURSE 2" IM-19.0A INTERMEDIATE COURSE WMFSWFSWG G G G G GGGGGGGGGGGGGGG G G G G G G19 21 22 23 24 25 27 34 28 3637 43 42 29 41 30 31 33 77 76 75 74 73 72 71 70 69 68 67 66 65 64 63 5960 61 56 55 54 53 57 49 50 51 52 46 47 48 26 79 80 81 82 71A 83 90 91 92 93 94 95 SSS SSS S S S WW W WWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W WWMWM WM WMWM WM WM WM WM WW32 33A 38 3940 35 22A NYLOPLAST DUCTILE IRONDO NOT POLLUTE D R A I NS T O W A T E R W A Y S GG2 1 3 4 6 7 8 9 10 FEL D S P A R CT. BOLD ROCK DRIVE BOL D R O C K DRI V E BOLD ROCK DRIVE 73A 200 C2L2 C3 C4C5 C6 L3 CONTINUATI ON LINE SEE SHEET C401CONTIN U A T I O N L I N E SEE SH E E T C403 PC/PT=13+37 .00PT=15+41.4116+ 0 0 17+ 0 0 18+ 0 0 19+0 0 20+00 21+00 22+00 23+00 24+00 26+00 PC/PT= 26+52.5627+ 0 0 28+0029+00 PC/PT= 30+0 0 31+00 PC/PT=32+00 33+00 34+00 35+00 36+0 0 37+ 0 0 38+ 0 0 PROP EP PROP EP 25+00 1 5 + 0 0 PT=37+32.77PROP. MINI. ROUNDABOUT PC= 17+59.91 31+41.7029+66.54 26' 26' 26' 26' PROP GAS LINE PROP WL PROP SAN SEW PROP STORM STRUCTURES PROP STORM STRUCTURES PROP STORM STRUCTURES PROP STORM STRUCTURES RTCRT C RTC RTC RTC RTC 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 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 78579014+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 CONNECTION6" SAN. LAT. X-ING18" STORM SEW. XING15" STORM SEW. XING6" SAN.LAT. X-INGEXISTING GRADE @ C/L COMPACT FILL TO A MINIMUM 95% DRY DENSITY, PER AASHTO T-99 6" SAN. LAT. X-ING15" STORM SEW. XING6" SAN. LAT. X-ING15" STORM SEW. XING6" SAN. LAT. X-INGCOMPACT FILL TO A MINIMUM 95% DRY DENSITY, PER AASHTO T-99 15" STORM SEW. XING6" SAN. LAT. X-ING6" SAN. LAT. X-ING6" SAN. LAT. X-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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664ROAD PROFILESRev. No.Date HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAC402 11/02/2020 KAS 20-12 2039 V: 1" = 5' H: 1" = 50' BOLD ROCK DR. PRIVATE STREET SEE TYPICAL SECTION ON SHEET 401 WM G G G G G G G GGGGGGGGGGGGGGG G G G G GGSS S SSSSSS S S S SWW W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W WWWMWM WM WMWM WM WM WM WM NYLOPLAST DUCTILE IRON DO NOT POLLUTE D R A I N S T O W A T E R W A Y S GG2 13 4 8 9 10 FREDERICK COUNTYCITY OF WINCHESTERFELDSP A R CT. BOLD ROC K DRIVE BOLD R O C K DRIVE BOLD R O C K DRIVE C2L2 C3 C4C5 C6 L3 C7 L 4 13+00PC/PT= 1 3 + 3 7 . 0 0 14+00PT=15+41.4116+00 17+00 18+00 19+00 20+00 21+00 22+0023+00 24+00 26+00 PC/PT= 26+52 .5627+002 8 + 0 0 29+00 PC/PT= 30+ 0 0 31+00 PC/PT=32+00 33+00 34+00 35+00 36+00 37+00 38+00 PC=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+32.7738+67.81PC= 17+59.91 31+41.702 9+ 6 6 . 5 4 26' 26'26'26' 26' PROP 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 PROP STORM STRUCTURES PROP STORM STRUCTURES EMERGENCY ACCESS ROAD RTC RTC RTC RTC 50' 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 TO A MINIMUM 95% DRY DENSITY, PER AASHTO T-99 COMPACT FILL TO A MINIMUM 95% DRY DENSITY, PER AASHTO T-99 COMPACT FILL TO A MINIMUM 95% DRY DENSITY, PER AASHTO T-99 PROP. GRADE @ C/L EXISTING GRADE @ C/L PROP. GRADE @ C/L EXISTING GRADE @ C/L6" SAN. LAT. X-ING8" SAN. SEW.X-ING24" STORM SEW. XING15" STORM SEW. XING15" STORM SEW. XING15" STORM SEW. XING24" STORMSEW. XING34+50 = END BOLD ROCK DRIVE & BEGIN FELDSPAR OVERLOOKBOLD ROCK DRIVE FELDSPAR CT.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-20-664ROAD PROFILESRev. No.Date HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAC403 11/02/2020 KAS 20-12 2039 V: 1" = 5' H: 1" = 50' BOLD ROCK DR. & FELDSPAR CT. PRIVATE STREET SEE TYPICAL SECTION ON SHEET 401 WMGGGGGGGGSSSSSWWWWWWWWWWWWWWWWWWWWWMWMWM6710FREDERICK COUNTY CITY OF WINCHESTER FELDSPARCT.BOLD ROCKDRIVEBASALT CT. 84 2 84 0 838 836 834 8 3 2 83 08408428348328308368368288308 2 8826 800808806802804810812814798.5799799.5800798.5799799.5806802803.5805804803.7801806801802803.5805804803.7800 806 802 804 85285483 6 836 836 846826828 8 1 6 81481 6 8248 2 6 82 8 830832805820818808810824820822808 810 812 814 816 818 824 822 820 8188168 1 8 820822C610+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-635'L1 11+00 TEMP. GRAVEL PAD PROP. ACCESS GATE w/ ROAD CLOSED SIGN 80'50'11+85.69 9+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 3:1COMPACT FILL TO A MINIMUM 95% DRY DENSITY, PER AASHTO T-99 EXISTING GRADE @ C/L15" STORM SEW. XING-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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664ROAD PROFILESRev. No.Date HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAC404 11/02/2020 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 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. 3" BM-25.0A INTERMEDIATE COURSE 2" IM-19.0A INTERMEDIATE COURSE 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+50 800 805 810 815 820 825 830 835 840 845 800 805 810 815 820 825 830 835 840 845 51' - 8" PVC SDR 26 @0.50% 131' - 8" PVC SDR 26 @0.50% 42' - 8" PVC S D R 2 6 @2.50 % 46' - 8" PVC S D R 2 6 @2.50 % 46' - 8" PVC S D R 2 6 @2.50 % 66' - 8" PVC S D R 2 6 @2.52 % 42' - 8" PVC S D R 2 6 @2.50 % 73' - 8" PVC SDR 26 @0.50% 140' - 8" PVC SDR 2 6 @ 1 . 0 0 % 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 10+00.00=EX. MHEX INV OUT=810.63EX INV IN=810.93INV IN=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=814.2616+75.98=MH-1 DROP MANHOLEINV OUT=814.91INV IN=818.01INV IN=815.1617+18.16=MH-1INV OUT=819.06INV IN=819.3117+64.03=MH-1INV OUT=820.46INV IN=820.7118+09.82=MH-1INV OUT=821.86INV IN=822.1118+76.22=MH-1INV OUT=823.77INV IN=824.0219+18.20=MH-1INV OUT=825.07INV IN=825.3219+90.90=MH-1INV OUT=825.68INV IN=825.7821+51.25=MH-1INV OUT=826.58INV IN=826.6822+91.33=MH-1INV OUT=828.08EX. TOP=819.00TOP=818.13TOP=821.69TOP=822.36TOP=827.49TOP=829.74TOP=832.17TOP=834.74TOP=837.64TOP=838.67TOP=840.08158' - 8" PVC SDR 26 @0.50%336' - 8" PVC SDR 26 @0.50%6" SAN. SEW. LAT6" SAN. SEW. LAT6" SAN. SEW. LAT6" SAN. SEW. LAT6" SAN. SEW. LAT160' - 8" PVC SDR 26 @0.50%15" STORMSEW. XING15" STORMSEW. XING6" FSW X-ING6" FSW X-ING8" W/L X-ING2" W/L X-INGTOP=841.69TOP=842.39PROPOSED GRADE EXISTING GRADE APPROX. LOC.EX. 6" W/L X-INGAPPROX. LOC EX F.O. XINGGAS X-INGROOF DRAINXINGGAS X-INGROOF DRAINXINGGAS X-INGWM G GGGGGG GGGGG G G G G GS SS SSSSSWW W W W WWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W WMWM WM WM WM GGBOLD R O C K DRIVE BOLD R O C K DRIV E BASALT CT.8" PVC S a n. S e w 8" PVC San. Se w 20' Wide San. Sew. Esmt. (Typ.) 20' Wide San. Sew. Esmt. (Typ.) 8" PVC San. Sew 20' Wide San. Sew. Esmt. (Typ.) 6" P V C S a n . S e w . L a t . Tie-In ( Ex. MH) B CD F G H J K L M N O P I 10+0011+0012+0013+0014+0015+00 1 6 + 0 0 17+00 18 + 0 019+0020+0 0 21+0 0 22+00 22+91. 3 3 10+0011+00 12+00 12+69. 4 9 14+74.68 E A 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 02 03-12-2021 C500 11/02/2020 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. 9+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 92' - 8" PVC SDR 26 @0.50% MH E MH N MH O MH P 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=816.1712+69.49=MH-1INV OUT=816.71TOP=827.49TOP=823.04TOP=821.34TOP=820.766" SAN. SEW. LAT69' - 8" PVC SDR 26 @0.50%6" SAN. SEW. LAT6" SAN. SEW. LAT24" STORMSEW. XING6" W/L X-ING6" W/L X-ING2" W/L X-INGEXISTING GRADE PROPOSED GRADE 18" MIN. 108' - 8" PVC SDR 26 @0.50% WM G GGGGGG GGGGG G G G G GS SS SSSSSWW W W W WWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W WMWM WM WM WM GGBOLD R O C K DRIVE BOLD R O C K DRIV E BASALT CT.8" PVC S a n. S e w 8" PVC San. Se w 20' Wide San. Sew. Esmt. (Typ.) 20' Wide San. Sew. Esmt. (Typ.) 8" PVC San. Sew 20' Wide San. Sew. Esmt. (Typ.) 6" P V C S a n . S e w . L a t . Tie-In ( Ex. MH) B CD F G H J K L M N O P I 10+0011+0012+0013+0014+0015+00 1 6 + 0 0 17+00 18 + 0 019+0020+0 0 21+0 0 22+00 22+91. 3 3 10+0011+00 12+00 12+69. 4 9 14+74.68 E A 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 02 03-12-2021 C501 11/02/2020 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+50 775 780 785 790 795 800 805 810 815 820 825 830 835 840 775 780 785 790 795 800 805 810 815 820 825 830 835 840 EX. 14 5' - 8 " P V C SDR 2 6 @ 3 . 8 4 % 84' - 8" PVC SD R 26 @1.20% MH A2 MH B2 MH C2 MH D2 MH E2 MH F2 10+00.00=EX. MH A2EX. INV OUT=784.84EX. INV IN=785.0911+45.23=MH-1ESTIMATED EX. INV OUT=790.66ESTIMATED EX. INV IN=790.9113+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=822.5019+00.45=MH-1INV OUT=829.00EX. TOP=793.14TOP=798.07TOP=817.11TOP=818.96TOP=828.19213' - 8 " P V C SDR 2 6 @ 3 . 7 3 % 200' - 8 " P V C SDR 2 6 @ 3 . 2 5 %15" STORMSEW. XING8" W/L X-ING18" STORMSEW. XING6" FSW X-ING15" STORMSEW. XING6" FSW X-ING15" STORMSEW. XING6" SAN. SEW. LAT6" SAN. SEW. LAT6" SAN. SEW. LAT6" SAN. SEW. LAT6" SAN. SEW. LATPROPOSED GRADE EXISTING GRADE TOP=838.24ESTIMATED RANGE OF EX. SANITARY 3.5' MIN. COVER 0.5% CONTRACTOR TO TEST PIT EX. SANITARY STUB TO DETERMINE DEPTH BEFORE CONSTRUCTION AND ORDERING MATERIALS GAS X-ING259' - 8 " P V C S D R 2 6 @ 3 . 2 5 %GAS XINGPROPOSED WEIR WALL 4' WM G G G G G G GGGGGGGGGSSSSSS S S S W W W W WWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W WWM WMWM WM NYLOPLAST DUCTILE IRO N DO NOT POLLUTE D R A I N S T O W A TER W A Y S FELDSPAR CT. BOLD ROCK DRIVE B2 A2 E2 G2 H2 I2J28" PVC San. Sew 20' Wide San. Sew. Esmt. (Typ.) 20' Wide San. Sew. Esmt. (Typ.) 20' Wide San. Sew. Esmt. (Typ.) 11+0012+00 13+00 14+00 15+0016+0017+0017+55.19 10+0011+0012+0 0 13+00 14+00 14+74.68 10+00 8" PVC San. Sew C2 D2 8" PVC San. SewF2 K2 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 02 03-12-2021 C502 11/02/2020 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+50 790 795 800 805 810 815 820 790 795 800 805 810 815 820 79' - 8 " PVC S D R 2 6 @3.6 8 % 109' - 8" PVC S D R 2 6 @ 1 . 5 0 % 139' - 8" PVC SDR 26 @0.50% MH C2 MH G2 MH H2 MH I2 MH J2 MH K2 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+74.68=MH-1INV OUT=807.04TOP=817.11TOP=815.11TOP=812.02TOP=812.91TOP=813.64TOP=814.3340' - 8" PVC SDR 26 @3.65% 108' - 8" PVC SDR 26 @0.50%6" SAN. SEW. LAT6" SAN. SEW. LAT2" W/L X-ING15" STORMSEW. XING24" STORMSEW. XING15" STORMSEW. XING15" STORMSEW. XINGEXISTING GRADE PROPOSED GRADE COMPACT FILL TO 95% MAXIMUM DRY DENSITY PER ASTM D698 WM G G G G G G GGGGGGGGGSSSSSS S S S W W W W WWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W WWM WMWM WM NYLOPLAST DUCTILE IRON DO NOT POLL U T E D R A I N S T O W A T E R W A Y S FELDSPAR CT. BOLD ROCK DRIVE B2 A2 E2 G2 H2 I2J28" PVC San. Sew 20' Wide San. Sew. Esmt. (Typ.) 20' Wide San. Sew. Esmt. (Typ.) 20' Wide San. Sew. Esmt. (Typ.) 11+0012+00 13+00 14+00 15+0016+0017+0017+55.19 10+0011+0012+0 0 13+00 14+00 14+74.68 10+00 8" PVC San. Sew C2 D2 8" PVC San. SewF2 K2 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 02 03-12-2021 C503 11/02/2020 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 10 11 12 12A 11 11A 9+50 10+00 10+50 11+00 11+50 12+00 790 795 800 805 810 815 790 795 800 805 810 815 47' - 15" ADS N-12 @ 0.64%10+00.00INV OUT = 803.2510+46.95 = DI-3C (L=6')INV OUT = 803.55 (15")INV IN = 803.80 (15")INV IN = 803.80 (15")11+10.95 = DI-3C (L=6')INV OUT = 804.15INV IN = 804.4011+27.42 = DI-3B (L=6')INV OUT = 804.50TOP = 804.50TOP = 808.42TOP = 808.42TOP = 808.5010YR HGL FOREBAY #1 10YR WSE = 804.77 10' CLASS AI RIP-RAP EXISTING GRADE PROPOSED GRADE 9+50 10+00 10+50 11+00 790 795 800 805 810 815 790 795 800 805 810 815 10+00.00 = DI-3C (L=6')INV OUT = 803.55 (15")INV IN = 803.80 (15")INV IN = 803.80 (15")10+16.67 = DI-3B (L=8')INV OUT = 804.50TOP = 808.42TOP = 808.48EXISTING GRADE PROPOSED 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 87' - 15" ADS N-12 @ 0.86% 24 26 10+00.00 = NYP-18PINV OUT = 825.00INV IN = 825.25INV IN = 825.2510+86.75 = NYP-15PINV OUT = 826.00INV IN = 826.00TOP = 828.80TOP = 829.50PROPOSED GRADE EXISTING GRADE 10YR HGL 17' - 15" ADS N-12 @ 4.20% 10YR HGL 16' - 15" ADS N-12 @ 0.61% 9+50 10+00 10+50 11+00 11+50 12+00 12+50 785 790 795 800 805 810 815 785 790 795 800 805 810 815 66' - 24" ADS N-12 @0.98% 37' - 24" ADS N-12 @0.80% 47' - 24" ADS N-12 @0.63% 13 14 15 16 17 18 10+00.00=INV OUT=800.0010+66.32=DI-3B - 6'INV OUT=800.65INV IN=800.9011+03.71=DI-3B - 6' (SAG)INV OUT=801.20INV IN=801.4511+20.42=NYP-30PINV OUT=801.60INV IN=801.8511+67.68=DI-3B - 4' DROP MHINV OUT=802.15INV IN=808.75INV IN=802.4011+96.67=DI-3B - 4'INV OUT=808.90INV IN=808.90TOP=802.00TOP=811.92TOP=810.92TOP=810.85TOP=812.93TOP=812.9317'- 24" ADS N-12 @0.90%8" SAN.SEW. X-ING8" W/L X-ING8" SAN. SEW. X-INGPROPOSED GRADE EXISTING GRADE 10' CLASS AI RIP-RAP 8" W/L X-ING29' - 15" ADS N-12 @0.52% 18" MIN. 64' - 15" ADS N-12 @ 0.55% 18" MIN.10YR WSE = 802.99 10YR HGL COMPACT FILL TO A MINIMUM 95% DRY DENSITY, PER AASHTO T-99 COMPACT FILL TO A MINIMUM 95% DRY DENSITY, PER AASHTO T-99 COMPACT FILL TO A MINIMUM 95% DRY DENSITY, PER AASHTO T-99 COMPACT FILL TO A MINIMUM 95% DRY DENSITY, PER AASHTO T-998" W/L X-INGGAS XINGGAS XING18" 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+00 785 790 795 800 805 810 815 820 825 830 835 785 790 795 800 805 810 815 820 825 830 835 79' - 1 5" A D S N- 1 2 @ 6.3 1 % 60' - 15" ADS N-12 @ 1.24% 17 19 20 21 22 22A 23 24 25 10+00.00 = DI-3B - 4'INV OUT = 802.15INV IN = 802.40INV IN = 808.7510+68.35 = DI-3B - 6'INV OUT = 802.85INV IN = 803.60INV IN = 810.7510+97.45 = DI-3B - 6'INV OUT = 803.75INV IN = 804.0012+80.13 = NYP-18"INV OUT = 805.00INV IN = 805.2515+37.23 = NYP-15"INV OUT = 826.00INV IN = 826.00TOP = 812.93TOP = 816.52TOP = 816.62TOP = 814.00TOP = 820.23TOP = 828.00TOP = 829.50GAS XINGGAS XING18" MIN.18" MIN.8" SAN. SEW. X-ING68' - 24" ADS N-12 @ 0.66%8" W/L X-ING29' - 15" ADS N-12 @0.52%8" W/L X-ING18" MIN.8" SAN. SEW. X-ING183' - 15" ADS N-12 @0.55% 18" MIN.6" SAN. LAT. X-INGEXISTING GRADE PROPOSED GRADE TOP = 808.8010' - 15" ADS N-12 @ 2.92%TOP = 828.8010YR HGL COMPACT FILL TO A MINIMUM 95% DRY DENSITY, PER AASHTO T-99 54' - 1 5 " ADS N- 1 2 @ 5.0 0 % 54' - 1 5 " ADS N- 1 2 @ 5.0 0 %13+59.42 = NYP-18"INV OUT = 810.25INV IN = 810.5014+13.34 = NYP-18" DROP MANHOLEINV OUT = 813.20INV IN = 816.9014+67.26 = NYP-18" DROP MANHOLEINV OUT = 819.60INV IN = 824.7214+76.84 = NYP-18"INV OUT = 825.00INV IN = 825.25INV IN = 825.25STORM 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 03 04-09-2021 C510 11/02/2020 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. 9+50 10+00 10+50 805 810 815 820 825 805 810 815 820 825 28 34 10+00.00 = DI-3B - 6'INV OUT = 813.35INV IN = 816.35INV IN = 813.60INV IN = 817.5010+20.94 = NYP-15PINV OUT = 816.50INV IN = 816.50TOP = 820.509+50 10+00 10+50 11+00 11+50 790 795 800 805 810 815 790 795 800 805 810 815 57' - 15 " ADS N- 1 2 @ 2.63 % 45 46 47 48 10+00.00 =INV OUT = 800.0010+57.00 = DI-3B - 6' DROP MHINV OUT = 801.50INV IN = 808.7510+86.00 = DI-3B - 6'INV OUT = 809.00INV IN = 809.2511+19.66 = NYP-15PINV OUT = 809.50INV IN = 809.50TOP = 801.25TOP = 813.80TOP = 813.80TOP = 814.23EXISTING GRADE PROPOSED GRADE 10YR HGL 21' - 15" ADS N-12 @ 0.72%TOP = 820.10PROPOSED GRADE EXISTING GRADE 10YR HGL 29' - 15" ADS N-12 @ 0.86% 9+50 10+00 10+50 11+00 805 810 815 820 825 830 805 810 815 820 825 830 29 41 INV IN819.40INV IN818.50INV IN822.60INV OUT818.25INV IN819.50INV OUT819.50TOP = 826.60TOP = 823.0010YR HGL EXISTING GRADE PROPOSED GRADE 17' - 15" ADS N-12 @ 0.57%10+00.00=DI-3B - 6'10+17.42=NYP-15P9+50 10+00 10+50 820 825 830 835 840 820 825 830 835 840 32 33A 10+00.00=NYP-24PINV OUT=830.05INV IN=830.05INV IN=830.3010+32.17=NYP-15PINV OUT=831.75TOP=835.00TOP=835.00EXISTING GRADE PROPOSED GRADE 10YR HGL 9+50 10+00 10+50 11+00 820 825 830 835 840 820 825 830 835 840 32 33 10+00.00=NYP-24PINV OUT=830.05INV IN=830.30INV IN=830.0510+39.51=NYP-15PINV OUT=830.50INV IN=830.50TOP=835.01TOP=834.18PROPOSED GRADE EXISTING GRADE 10YR HGL 9+50 10+00 10+50 11+00 11+50 12+00 12+50 805 810 815 820 825 830 835 840 845 805 810 815 820 825 830 835 840 845 72' - 1 5 " ADS N - 1 2 @4.49 %60' - 15" ADS N-12 @23.00%35 37 38 39 40 10+00.00=DI-3B - 6'INV OUT=813.75INV IN=816.00INV IN=814.0010+72.38=NYP-18PINV OUT=819.25INV IN=819.5011+32.16=NYP-18PINV OUT=833.25INV IN=833.5011+67.40=NYP-18PINV OUT=835.80INV IN=836.0512+06.80=NYP-15PINV OUT=838.65INV IN=838.65TOP=820.04TOP=834.96TOP=840.00TOP=843.3439' - 1 5" ADS N- 1 2 @6.6 0 % 35' - 1 5" ADS N- 1 2 @6.5 3 %TOP=825.1410YR HGL EXISTING GRADE PROPOSED GRADE 10' CLASS AI RIP-RAP 9+50 10+00 10+50 11+00 11+50 790 795 800 805 810 815 820 825 830 790 795 800 805 810 815 820 825 830 75' - 15" ADS N-12 @0.54% 28 35 36 10+00.00=DI-3B - 6'INV OUT=813.35INV IN=813.35INV IN=816.35INV IN=817.5010+29.00=DI-3B - 6'INV OUT=813.75INV IN=814.00INV IN=816.0011+03.63=NYP-15PINV OUT=814.40INV IN=814.40TOP=820.07TOP=820.04TOP=817.9129' - 18" ADS N-12 @1.38%8" W/L X-ING8" SAN. SEW. X-INGPROPOSED GRADE EXISTING GRADE 10YR HGL 9+50 10+00 10+50 11+00 795 800 805 810 815 820 825 830 835 795 800 805 810 815 820 825 830 835 29 42 43 10+00.00=DI-3B - 6'INV OUT=818.25INV IN=818.50INV IN=819.40INV IN=822.6010+29.00=DI-3B - 6'INV OUT=818.65INV IN=818.9010+41.99=NYP-15PINV OUT=819.00INV IN=819.00TOP=826.60TOP=826.60TOP=825.1013' - 15" ADS N-12 @0.77% 29' - 15" ADS N-12 @0.52%8" SAN. SEW. X-ING8" W/L X-ING10YR HGL PROPOSED GRADE EXISTING GRADE 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 795 800 805 810 815 820 825 830 835 840 795 800 805 810 815 820 825 830 835 840 107' - 18" ADS N-12 @1.50% 50' - 18" ADS N-12 @1.51% 170' - 1 5 " A D S N - 1 2 @ 3 . 9 3 % 19 27 28 29 30 31 32 10+00.00=DI-3B - 6'INV OUT=802.85INV IN=810.75INV IN=803.6011+06.93=DI-3B - 4'INV OUT=812.35INV IN=812.6011+56.66=DI-3B - 6' DROP MANHOLEINV OUT=813.35INV IN=816.10INV IN=813.35INV IN=816.3513+04.33=DI-3B - 6' DROP MANHOLEINV OUT=818.25INV IN=822.60INV IN=818.50INV IN=819.4014+74.61=DI-3B - 6'INV OUT=829.30INV IN=829.5515+04.01=DI-3B - 6'INV OUT=829.70INV IN=829.9515+16.60=NYP-24PINV OUT=830.05INV IN=830.05INV IN=830.05INV IN=830.30TOP=816.52TOP=819.22TOP=820.04TOP=826.60TOP=835.20TOP=835.44TOP=835.0113' - 15" ADS N-12 @0.79%8" W/L X-ING8" SAN. SEW. X-INGEXISTING GRADE PROPOSED GRADE 10YR HGL 40' - 15" ADS N-12 @0.51%6" SAN.LAT. X-ING6" FSW X-ING6" FSW X-ING6" FSW X-ING6" FSW X-ING6" FSW X-ING29' - 15" ADS N-12 @0.51% 148' - 18" A D S N-12 @1.4 6 %6" FSW X-ING34' - 15" ADS N-12 @ 0.74%8" W/L X-ING6" W/L X-ING18" MIN. 18" MIN. 18" MIN. 18" MIN. 18" MIN. 18" MIN. 10YR WSE = 802.99 8" SAN. SEW. X-INGCOMPACT FILL TO A MINIMUM 95% DRY DENSITY, PER AASHTO T-99 COMPACT FILL TO A MINIMUM 95% DRY DENSITY, PER AASHTO T-99GAS X-ING18" MIN.18" MIN.GAS X-ING18" MIN.GAS X-ING18" MIN.GAS X-ING18" MIN.GAS X-ING32' - 1 5" ADS N- 1 2 @ 5.2 8 %STORM 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 03 04-09-2021 C511 11/02/2020 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. 9+50 10+00 10+50 11+00 11+50 795 800 805 810 815 820 795 800 805 810 815 82049 50 51 52 10+00.00 =INV OUT = 809.2510+22.06 = DI-3B - 6'INV OUT = 809.60INV IN = 809.8510+51.07 = DI-3B - 6'INV OUT = 810.00INV IN = 810.2510+93.36 = NYP-15PINV OUT = 810.50INV IN = 810.50TOP = 810.50TOP = 814.97TOP = 814.97TOP = 815.189+50 10+00 10+50 11+00 820 825 830 835 840 845 820 825 830 835 840 845 69 79 80 10+00.00 = DI-3B - 6'INV OUT = 831.50INV IN = 834.25INV IN = 831.7510+28.99 = DI-3B - 6'INV OUT = 834.50INV IN = 834.7510+49.56 = NYP-15PINV OUT = 835.00INV IN = 835.00TOP = 839.44TOP = 839.44TOP = 838.509+50 10+00 10+50 820 825 830 835 840 845 820 825 830 835 840 845 71 71A 10+00.00 = DI-3B - 4'INV OUT = 833.10INV IN = 837.40INV IN = 837.25INV IN = 833.6010+15.75 = NYP-15PINV OUT = 837.50INV IN = 837.50TOP = 841.85TOP = 841.0010YR HGL PROPOSED GRADE 22' -15" ADS N-12 @ 1.59% PROPOSED GRADE EXISTING GRADE 10YR HGL 16' -15" ADS N-12 @ 0.64% 10YR HGL PROPOSED GRADE EXISTING GRADE 9+50 10+00 10+50 11+00 11+50 12+00 12+50 800 805 810 815 820 825 830 800 805 810 815 820 825 830 135' - 1 5 " A D S N - 1 2 @ 4. 1 7 % 53 54 55 56 57 10+00.00=INV OUT=814.8010+20.68=DI-3B - 6'INV OUT=815.00INV IN=815.2510+49.68=DI-3B - 6'INV OUT=815.40INV IN=816.00INV IN=815.6510+88.03=NYP-15PINV OUT=817.00INV IN=817.2512+23.51=NYP-15PINV OUT=822.90INV IN=822.90TOP=814.80TOP=820.09TOP=820.09TOP=820.77TOP=826.4021' - 18" ADS N-12 @0.97% PROPOSED GRADE EXISTING GRADE 10YR HGL 9+50 10+00 10+50 11+00 11+50 12+00 12+50 805 810 815 820 825 830 805 810 815 820 825 830 73' - 15" ADS N-12 @0.55% 55 59 60 61 10+00.00=DI-3B - 6'INV OUT=815.40INV IN=815.65INV IN=816.0010+73.24=DI-3B - 6'INV OUT=816.05INV IN=816.3011+71.42=DI-3B - 6'INV OUT=816.80INV IN=817.0512+00.42=NYP-15PINV OUT=817.45INV IN=817.45TOP=820.09TOP=820.60TOP=821.09TOP=820.9529' - 15" ADS N-12 @1.38% EXISTING GRADE PROPOSED GRADE EXISTING GRADE 10' CLASS AI RIP-RAP 10' CLASS AI RIP-RAP 21' - 15" ADS N-12 @ 1.22% 29' - 15" ADS N-12 @ 0.86%8" W/L X-ING29' - 15" ADS N-12 @ 0.52%8" W/L X-ING29'- 18" ADS N-12 @0.52%8" W/L X-ING10YR HGL 98' - 15" ADS N-12 @0.51%6" SAN.SEW. X-ING6" FSW X-ING8" SAN. SEW. X-ING18" MIN. 18" MIN. 18" MIN. COMPACT FILL TO A MINIMUM 95% DRY DENSITY, PER AASHTO T-99 COMPACT FILL TO A MINIMUM 95% DRY DENSITY, PER AASHTO T-99 18" MIN.GAS X-ING18" MIN.GAS X-ING42' - 15" ADS N-12 @ 0.59% 18" MIN.GAS X-ING38' - 15" ADS N-12 @2.61% 18" MIN.GAS X-ING18" MIN.GAS X-ING9+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+50 805 810 815 820 825 830 835 840 845 805 810 815 820 825 830 835 840 845 79' - 24" A D S N - 1 2 @ 1.66% 87' - 24" ADS N-12 @ 0.52% 93' - 18" ADS N-12 @ 0.65% 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 10+00.00INV OUT = 820.0010+24.99 = DI-3B - 8'INV OUT = 820.25INV IN = 821.3510+54.00 = DI-3B - 8'INV OUT = 821.65INV IN = 821.9011+10.73 = NYP-30" DROP MHINV OUT = 822.60INV IN = 825.0011+42.16 = NYP-30" DROP MANHOLEINV OUT = 825.50INV IN = 827.4012+20.68 = NYP-30" DROP MANHOLEINV OUT = 828.70INV IN = 830.5012+72.24 = DI-3B - 6'INV OUT = 831.35INV IN = 831.75INV IN = 834.2514+01.85 = DI-3B - 4'INV OUT = 832.40INV IN = 832.6514+88.45 = DI-3B - 4'INV OUT = 833.10INV IN = 833.60INV IN = 837.25INV IN = 837.4015+86.13 = DI-3B - 6'INV OUT = 834.40INV IN = 834.65INV IN = 837.8516+78.75 = DI-3B - 4'INV OUT = 835.25INV IN = 835.50INV IN = 835.2517+08.70 = BaseINV OUT = 835.75INV IN = 836.0017+63.15 = NYP-24"INV OUT = 836.35INV IN = 836.6017+87.28 = DI-3B - 6' (SAG)INV OUT = 836.75INV IN = 837.50INV IN = 837.5018+16.28 = DI-3B - 6' (SAG)INV OUT = 837.75INV IN = 837.75TOP = 822.00TOP = 826.36TOP = 826.38TOP = 830.40TOP = 832.07TOP = 837.50TOP = 839.44TOP = 841.40TOP = 841.85TOP = 842.35TOP = 842.81TOP = 842.85TOP = 841.60TOP = 842.05TOP = 842.0525' - 24" ADS N-12 @ 1.00% 10' CLASS AI RIP-RAP 29' - 24" ADS N-12 @ 1.03%8" SAN.SEW. X-ING8" W/L X-ING18" MIN.6" W/L X-ING18" MIN. 18" MIN.GAS X-ING57' - 24" ADS N-12 @ 1.23% 18" MIN.GAS X-ING31' - 24" ADS N-12 @ 1.59% PROPOSED GRADE 10YR HGL 8" W/L X-ING8" W/L X-ING6" FSW X-ING6" FSW X-ING6" FSW X-ING18" MIN. 18" MIN. 18" MIN.18" MIN.GAS X-ING18" MIN. 18" MIN.GAS X-INGGAS X-INGEXISTING GRADE 52' - 24" ADS N-12 @ 1.65% 18" MIN. 130' - 24" ADS N-12 @ 0.50% 98' - 18" ADS N-12 @ 0.82%GAS X-ING30' - 18" ADS N-12 @ 0.83% 29' - 15" ADS N-12 @ 0.86% 24' - 18" ADS N-12 @ 0.62% 54' - 18" ADS N-12 @ 0.64%STORM 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 03 04-09-2021 C512 11/02/2020 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. 9+50 10+00 10+50 11+00 825 830 835 840 845 825 830 835 840 845 71 81 82 10+00.00 = DI-3B - 4'INV OUT = 833.10INV IN = 837.25INV IN = 833.60INV IN = 837.4010+29.00 = DI-3B - 6'INV OUT = 837.50INV IN = 837.7510+50.39 = NYP-15PINV OUT = 838.25INV IN = 838.25TOP = 841.85TOP = 841.86TOP = 841.769+50 10+00 10+50 825 830 835 840 845 825 830 835 840 845 72 83 10+00.00 = DI-3B - 4'INV OUT = 834.40INV IN = 837.85INV IN = 834.6510+22.85 = NYP-15PINV OUT = 838.00INV IN = 838.00TOP = 842.35TOP = 841.609+50 10+00 10+50 820 825 830 835 840 820 825 830 835 840 90 91 10+00.00 =INV OUT = 830.0010+32.95 = NYP-15PINV OUT = 831.50INV IN = 831.50TOP = 831.25TOP = 836.909+50 10+00 10+50 830 835 840 845 850 855 830 835 840 845 850 855 95 101 10+00.00 = NYP-18PINV OUT = 844.00INV IN = 844.25INV IN = 844.2510+27.81 = NYP-15PINV OUT = 844.50INV IN = 844.50TOP = 848.40TOP = 848.619+50 10+00 10+50 11+00 11+50 825 830 835 840 845 850 855 825 830 835 840 845 850 855 58' - 15 " ADS N - 1 2 @ 3.0 4 % 64' - 1 5" ADS N- 1 2 @ 5.4 4 % 76 84 85 10+00.00 = DI-3B - 6' (SAG)INV OUT = 836.75INV IN = 837.50INV IN = 837.5010+57.51 = DI-3B - 6'INV OUT = 839.25INV IN = 840.00INV IN = 839.5011+21.83 = NYP-15PINV OUT = 843.50INV IN = 843.50TOP = 842.05TOP = 844.62TOP = 848.199+50 10+00 10+50 830 835 840 845 850 855 830 835 840 845 850 855 87A 87B 10+00.00 = NYP-15PINV OUT = 840.45INV IN = 840.70INV IN = 845.4010+14.46 = NYP-15PINV OUT = 840.80INV IN = 840.80TOP = 849.00TOP = 844.3029' - 15" ADS N-12 @ 0.86% 10YR HGL 21' - 15" ADS N-12 @ 2.34% 23' - 15" ADS N-12 @ 0.66% PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE 10YR HGL PROPOSED GRADE EXISTING GRADE 10YR HGL 14' - 15" ADS N-12 @ 0.69% 10YR HGL PROPOSED GRADE EXISTING GRADE 33' - 1 5 " ADS N - 1 2 @ 4.5 5 % 28' - 15" ADS N-12 @ 0.90% PROPOSED GRADE EXISTING GRADE 10YR HGL PROPOSED GRADE EXISTING GRADE 10YR HGL 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 820 825 830 835 840 845 850 855 860 820 825 830 835 840 845 850 855 860 38' - 15" ADS N-12 @0.66% 169' - 15" ADS N-12 @0.50% 84 86 87 87A 88 89 10+00.00=IDI-3B - 6'INV OUT=839.25INV IN=839.50INV IN=840.0010+28.40=DI-3B - 6'INV OUT=839.65INV IN=839.9010+43.52=NYP-15PINV OUT=840.00INV IN=840.2510+74.54=NYP-15P DROP MANHOLEINV OUT=840.45INV IN=845.40INV IN=840.7011+12.53=NYP-15PINV OUT=845.65INV IN=845.9012+81.50=NYP-15PINV OUT=846.75INV IN=847.00TOP=844.62TOP=844.62TOP=844.40TOP=849.10TOP=853.10TOP=850.4015' - 15" ADS N-12 @0.66% PROPOSED GRADE EXISTING GRADE 10YR HGL 10' CLASS AI RIP-RAP 31' - 15" ADS N-12 @0.64% 28' - 15" ADS N-12 @0.53%8" W/L XING8" SAN. SEW.X-ING8" W/L X-ING6" FSW X-ING6" FSW XING6" SAN.LAT. X-ING18" MIN. 18" MIN. 18" MIN. COMPACT FILL TO A MINIMUM 95% DRY DENSITY, PER AASHTO T-99 COMPACT FILL TO A MINIMUM 95% DRY DENSITY, PER AASHTO T-99 COMPACT FILL TO A MINIMUM 95% DRY DENSITY, PER AASHTO T-99 GAS XING18" MIN.GAS XING18" MIN. 18" MIN. 9+50 10+00 10+50 11+00 825 830 835 840 845 850 825 830 835 840 845 850 59' - 18"ADS N-12 @ 8.05 % 73 73A 10+00.00 = DI-3B - 4'INV OUT = 835.25INV IN = 835.25INV IN = 835.5010+58.51 = DI-3B - 4'INV OUT = 839.96INV IN = 839.96TOP = 842.81TOP = 842.46PROPOSED GRADE 10YR HGL EXISTING GRADE 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 825 830 835 840 845 850 855 860 825 830 835 840 845 850 855 860 65' - 15" ADS N-12 @ 1.93% 49' - 15" ADS N-1 2 @ 2.50 % 99' - 1 5 " A D S N - 1 2 @ 3. 5 5 % 76' - 15" ADS N-12 @ 0.66% 77' - 15" ADS N-12 @ 0.65% 64' - 15" ADS N-12 @ 0.79% 35' - 15" ADS N-12 @ 0.72% 65' - 15" ADS N-12 @ 0.77% 92 93 94 95 96 97 98 99 100 10+00.00INV OUT = 836.0010+64.88 = NYP-18"INV OUT = 837.25INV IN = 837.5011+13.55 = NYP-18" DROP MHINV OUT = 838.72INV IN = 840.5012+12.10 = NYP-18"INV OUT = 844.00INV IN = 844.25INV IN = 844.2512+87.74 = NYP-18"INV OUT = 844.75INV IN = 845.0013+64.83 = NYP-18"INV OUT = 845.50INV IN = 845.7514+28.40 = NYP-18"INV OUT = 846.25INV IN = 846.5014+63.31 = NYP-18"INV OUT = 846.75INV IN = 847.0015+28.64 = NYP-15"INV OUT = 847.50INV IN = 847.50TOP = 837.25TOP = 841.00TOP = 844.00TOP = 848.40TOP = 850.50TOP = 851.00TOP = 851.80TOP = 851.80TOP = 851.0010' CLASS AI RIP-RAP 10YR HGL PROPOSED GRADE EXISTING GRADE STORM 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 03 04-09-2021 C513 11/02/2020 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. 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 810 815 820 825 830 835 840 845 810 815 820 825 830 835 840 845 104' - 1 5" ADS N- 1 2 @ 6.0 3 % 61' - 1 5 " ADS N - 1 2 @ 4.5 3 % 102A 102 103 104 105 106 10+00.00 =INV OUT = 822.50INV IN = 822.5010+35.53 = DROP MANHOLEINV OUT = 823.60INV IN = 826.25INV IN = 825.5810+57.40 = DI-3B - 6'INV OUT = 826.50INV IN = 826.75INV IN = 826.7511+61.01 = DI-3B - 4'INV OUT = 833.00INV IN = 833.25INV IN = 833.2512+21.75 = DI-3B - 6'INV OUT = 836.00INV IN = 836.2512+49.75 = DI-3B - 6'INV OUT = 836.50INV IN = 836.50TOP = 829.20TOP = 830.60TOP = 831.84TOP = 837.54TOP = 840.58TOP = 840.589+50 10+00 10+50 815 820 825 830 835 840 815 820 825 830 835 840 103 107 10+00.00 = DI-3B - 6'INV OUT = 826.50INV IN = 826.75INV IN = 826.7510+28.02 = DI-3B - 8'INV OUT = 827.50INV IN = 827.50TOP = 831.84TOP = 831.849+50 10+00 10+50 820 825 830 835 840 845 820 825 830 835 840 845 104 108 10+00.00 = DI-3B - 4'INV OUT = 833.00INV IN = 833.25INV IN = 833.2510+28.00 = DI-3B - 6'INV OUT = 833.50INV IN = 833.50TOP = 837.54TOP = 837.5428' - 15" ADS N-12 @ 0.89% 22' - 15" ADS N-12 @ 1.14% 36' - 15" ADS N-12 @ 3.10% PROPOSED GRADE EXISTING GRADE 10YR HGL 28' - 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% 9+50 10+00 10+50 11+00 11+50 795 800 805 810 815 820 825 795 800 805 810 815 820 825 39' - 15" ADS N-12 @ 1.00% 109 110 111 10+00.00INV OUT = 809.0010+39.28 = DI-3C - 6' DROP MHINV OUT = 809.39INV IN = 813.2510+76.77 = DI-3C - 6'INV OUT = 814.00INV IN = 814.00TOP = 810.25TOP = 817.94TOP = 817.979+50 10+00 10+50 11+00 11+50 785 790 795 800 805 810 815 820 785 790 795 800 805 810 815 820 127 EX 1 EX 2 10+00.00INV OUT = 804.0010+34.61 = PROP. MH1PROP. INV OUT = 804.28 (36" ADS-N12)EX. INV IN = 805.16 (24" CMP)10+80.06 = EX. INLETEX. INV OUT = 806.59 (24" CMP)EX. INV IN = 806.59 (24" RCP)TOP = 806.00TOP = 813.03EX TOP = 810.529+50 10+00 10+50 11+00 11+50 785 790 795 800 805 810 815 790 795 800 805 810 815 128 EX 20 EX 21 10+00.00INV OUT = 800.0010+53.47 = PROP. MH-1 DROP MHINV OUT = 800.53EX INV IN = 803.5410+91.74 = EX. INLETEX INV OUT = 805.53EX INV IN = 805.53TOP = 801.50TOP = 808.33EX TOP = 807.33PROPOSED GRADE EXISTING GRADE 10YR HGL 17' CLASS I RIP-RAP 35' - 36" ADS N-12 @ 0.80% 45' - 24" CMP @ 3.15%EX. F/O X-INGAPPROX. LOC.EX. 6" W/L X-INGAPPROX. LOC.EX. 8" SAN. X-INGAPPROX. LOC.785 PROPOSED GRADE EXISTING GRADE 10YR HGL POND 10YR WSE = 802.99 10' CLASS AI RIP-RAP EX.38' - 18" CMP @ 5.20%53' - 18" ADS N-12 @ 1.00%6" W/L X-INGAPPROX. LOC. EX.EX. F/O X-INGAPPROX. LOC.8" SAN. X-INGAPPROX. LOC. EX.EXISTING GRADE 10' CLASS AI RIP-RAP POND 10YR WSE = 802.99 37' - 15" ADS N-12 @ 2.00% STORM STUB 19' - 15" ADS N-12 @ 5.20%8" W/L X-INGPROPOSED GRADE 10YR HGL FOREBAY #1 10YR WSE = 804.77 STORM 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 03 04-09-2021 C514 11/02/2020 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664STORM SEWER CALCULATIONSHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIARev. No.Date 06 01-11-2022 N/A C515 11/02/2020 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664STORM SEWER CALCULATIONSHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIARev. No.Date 06 01-11-2022 N/A C516 11/02/2020 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664STORM CHANNEL COMPUTATIONSHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIARev. No.Date 03 04-09-2021 N/A C517 11/02/2020 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 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 9+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 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 12+53.8 = 2" TAP VILLA 98" SAN XING6" SAN XING6" F/L XING6" SAN XING12+28.5 = 8"X6" TEE, 6" G.V.,FH ASSEMBLY10+00 = 12+88.4 W/L"A" / 11+60.8 W/L"C"8"x8" TEE3-8" G.V.14+29.2 = 8"X6" TEE, 6" G.V.,FH ASSEMBLY14+38.2 = 2" TAP VILLA 1018+03.4 = 10+00 W/L"F"8"x8" TEE3-8" G.V.22.5° VERT. BEND22.5° VERT. BEND18+63.3 = 2" TAP VILLA 118+57.3 = 8"X6" TEE, 6" G.V.,FH ASSEMBLY20+07.7 = 8"X6" TEE, 6" G.V.,FH ASSEMBLY11.25° VERT. BEND20+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. BEND22+72.7 = 8"X6" TEE, 6" G.V.,FH ASSEMBLY22+75.2 = 2" TAP VILLA 3GAS XING22+84.7 = 22.5° HORIZ. BEND23+31.7 = 22.5° HORIZ. BEND24+49.1 = 8"X6" TEE, 6" G.V.,FH ASSEMBLY24+53.4 = 2" TAP VILLA 4PROP. GRADE @ PIPE C/L PROP. GRADE @ PIPE C/L EX. GRADE @ PIPE C/L EX. GRADE @ PIPE C/L COMPACT FILL TO 95% MAXIMUM DRY DENSITY PER ASTM D698 COMPACT FILL TO 95% MAXIMUM DRY DENSITY PER ASTM D698 3' MIN. 3' MIN. 3' MIN.1.5' MIN. 1.5' MIN. 1.5' MIN. 1.5' MIN. 1.5' MIN. 1.5' MIN.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 TO 95% MAXIMUM DRY DENSITY PER ASTM D698 8" C L 5 2 D I P 8" CL 52 DIP 8" CL 52 D I P 8" CL 52 DIP 8" CL 52 DIP 8" CL 52 DIP 0.72' MIN CLEARANCE VDOT CLASS A4 CONCRETE CRADLE, FULLY ENCOMPASSING BOTTOM RADIUS OF W/L 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 11.25° VERT. BEND1.5' MIN. 1.5' MIN.6" SAN XING10+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. 3' MIN. DOUBLE BOX CULVERT 11.25° VERT. BEND20+50.7 = 22.5° HORIZ. BEND20+82.8 = 2" TAP VILLA 212+88.4 = 10+00 W/L"B" / 11+60.8 W/L"C"8"x8" TEE3-8" G.V.11+60.8 = 12+88.4 W/L"A" / 10+00 W/L"B"8"x8" TEE3-8" G.V.COMPACT FILL TO 95% MAXIMUM DRY DENSITY PER ASTM D698 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 XINGCOMPACT FILL TO 95% MAXIMUM DRY DENSITY PER ASTM D698 11+82.9 = 22.5° HORIZ. BENDROOF DRAIN XINGEX. GRADE @ PIPE C/L PROP. GRADE @ PIPE C/L 8" C L 5 2 DI P ROOFAPPROX. LOC.EX. F.O. XING9+50 10+00 10+50 11+00 11+50 12+00 12+50 825 830 835 840 845 850 855 860 825 830 835 840 845 850 855 860 10+00 = 28+87.6 W/L"B"8"x8" TEE, 3-8" G.V.22.5° VERT. BEND11+81.9 = 6" G.V., FH ASSEMBLY 11+51.5 = 8"X6" REDUCER, 6"X6" TEE,6" G.V. (PUMP HOUSE)11.25° VERT. BEND11.25° VERT. BEND10+04.7 = 45° HORIZ. BEND10+18.0 = 45° HORIZ. BEND6" F/L XINGPROP. GRADE @ PIPE C/L 8" CL 52 DIP EX. GRADE @ PIPE C/L 3' MIN.1.5' MIN. 1.5' MIN. 9+50 10+00 10+50 795 800 805 810 815 820 825 22.5° VERT. BEND10+00 = 18+03.4 W/L"B"8"x8" TEE3-8" G.V., 22.5° VERT. BEND3' MIN.24" STRM XING15" STRM XING15" STRM XING18" STRM XING24" STRM XING15" STRM XING15" STRM XING15" STRM XING15" STRM XING22.5° BEND22.5° BEND15" STRM XING15"STRM XING15" STRM XING15" STRM XINGTEST PITTEST PITTEST PIT11+57.7 = 45° HORIZ. BEND11+61.8 = 45° HORIZ. 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 02 03-12-2021 C520 11/02/2020 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 6" SAN XING6" F/L XING6" SAN XING6" F/L XING6" SAN XING6" SAN XING6" SAN XING6" F/L XING6" SAN XING6" FSL21+75.8 = 22.5° HORIZ. BEND22+06.7 = 22.5° HORIZ. BEND22+53.8 = 22.5° HORIZ. BEND + 11.25° VERT. BEND22+72.7 = 8"X6" TEE, 6" G.V.,FH ASSEMBLY22+75.2 = 2" TAP VILLA 3GAS XING22+84.7 = 22.5° HORIZ. BEND23+31.7 = 22.5° HORIZ. BEND24+49.1 = 8"X6" TEE, 6" G.V.,FH ASSEMBLY24+53.4 = 2" TAP VILLA 425+73.9 = 8"X6" TEE, 6" G.V.,FH ASSEMBLY26+37.8 = 2" TAP VILLA 526+43.0 = 8"X6" TEE, 6" G.V.,FH ASSEMBLY28+87.6 = 10+00 W/L"E"8"x8" TEE3-8" G.V.28+05.4 = 8"X6" TEE, 6" G.V.,FH ASSEMBLY29+96.3 = 8"X6" TEE, 6" G.V.,FH ASSEMBLY30+47.7 = 2" TAP VILLA 630+54.8 = 8"X6" TEE, 6" G.V.,FH ASSEMBLY32+49.8 = 2" TAP VILLA 733+39.4 = 8"X6" TEE, 6" G.V.,FH ASSEMBLY34+95.3 = 8"X6" TEE, 6" G.V.,FH ASSEMBLY6" SAN XING35+18.0 = 11.25° HORIZ. BEND35+37.9 = 22.5° HORIZ. BEND35+83.0 = 8"X6" TEE, 6" G.V.,FH ASSEMBLY35+92.0 = 2" TAP VILLA 836+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 TO 95% MAXIMUM DRY DENSITY 3' MIN. 3' MIN. 3' 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. 8" CL 52 DIP 8" C L 5 2 D I P 8" CL 52 DIP 35+95.6 = 22.5° HORIZ. BENDROOFDRAINXINGGAS XINGROOFDRAINXINGGAS XINGGAS XINGGAS XING1.5' MIN. 1.5' MIN. 1.5' MIN.15" STRM XING15" STRM XING18" STRM XING15" STRM XING15" STRM XING18" STRM 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+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+00 = 18+03.4 W/L"B"8"x8" TEE3-8" G.V., 22.5° VERT. BEND3' MIN.8" C L 5 2 DI P 10+69.5 = 45° HORIZ. BEND10+92.5 = 45° HORIZ. BEND11.25° BEND8" CL 5 2 D I P EX. GRADE @ PIPE C/L 11.25° VERT. BENDCOMPACT FILL TO 95% MAXIMUM DRY DENSITY PER ASTM D698 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 5 2 D I P 14+24.5 = 45° HORIZ. BEND14+43.6 = 45° HORIZ. BENDAPPROX. LOC.EX. F.O. XING15" STRM XINGTEST PITTEST PIT1.5' 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 02 03-12-2021 C521 11/02/2020 KAS 20-12 2039 V: 1" = 5' H: 1" = 50' -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 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 795 800 805 810 815 820 825 830 835 840 845 850 795 800 805 810 815 820 825 830 835 840 845 850 6" SAN XING15" STRM XING15" STRM XING6" SAN XING15" STRM XING2" W/L XING15" STRM XING2" W/L XING6" SAN XING8" W/L XING18" STRM XING6" SAN XING2" W/L XING15" STRM XING6" SAN XING2" W/L XING15" STRM XINGGARAGE FLOOR = 821.0VILLA 8GARAGE FLOOR = 840.33VILLA 311.25° VERT. BEND6" CL 5 2 DI P 3+60.4 = 6"x6" VILLA 9 FIRE SERVICE LATERAL4+61.4 = 6"x6" VILLA 10 FIRE SERVICE LATERAL2+59.0 = 6"x6" VILLA 7 FIRE SERVICE LATERAL11.25° VERT. BEND11.25° VERT. BEND7+18.7 = 1+37.1 F/L"Y"6"x6" TEE9+05.6 = 6"x6" VILLA 5 FIRE SERVICE LATERAL9+57.4 = 6"x6" VILLA 1 FIRE SERVICE LATERAL10+91.6 = 6"x6" VILLA 4 FIRE SERVICE LATERAL11+68.9 = 6"x6" VILLA 2 FIRE SERVICE LATERAL11.25° VERT. BEND22.5° HORIZ. BEND45° HORIZ. BEND45° HORIZ. BEND0+32.73 = 45° HORIZ. BEND0+36.24 = 45° HORIZ. BEND0+00 = CONNECTIONVILLA 813+49.6 = CONNECTION VILLA 3EX. GRADE @ PIPE C/L EX. GRADE @ PIPE C/L EX. GRADE @ PIPE C/L PROP. GRADE @ PIPE C/L PROP. GRADE @ PIPE C/L PROP. GRADE @ PIPE C/L 1.5' MIN. 1.5' MIN. 1.5' MIN. 1.5' MIN. 1.5' MIN.1.5' MIN. 1.5' MIN. 3' MIN. 3' MIN. 3' MIN. 3' MIN.3' MIN. COMPACT FILL TO 95% MAXIMUM DRY DENSITY PER ASTM D698 5+96.55 = 6"x6" VILLA 6 FIRE SERVICE LATERAL6" CL 52 DIP 0+43.30 = 11.25° HORIZ. BEND0+61.44 = 11.25° HORIZ. BENDGAS XING0+68.41 = 6"x6" VILLA 8 FIRE SERVICE LATERALGAS XINGGAS XINGGAS XINGROOF DRAIN XINGGAS XINGROOF DRAIN XINGGAS 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 15" STRM XINGPUMP HOUSE FF = 847.020+00 = CONNECTIONTO PUMP HOUSE45° HORIZ. BEND45° HORIZ. BEND11.25° BEND1+37.1 = 7+18.7F/L "Z"6"x6" TEEPROP. GRADE @ PIPE C/L EX. GRADE @ PIPE C/L 3' MIN.1.5' MIN. 6" CL 52 DIP FIRE SERVICE LINE 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date C522 11/02/2020 KAS 20-12 2039 V: 1" = 5' H: 1" = 50' 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 03 04-09-2021 N/A C600 11/02/2020 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 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664 Rev. No.Date 05 09-01-2021 N/A C601 11/02/2020 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: #03-21 CITY OF WINCHESTER SP NUMBER: SP-20-664VDOT DETAILSRev. No.Date HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAN/A C602 11/02/2020 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 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-20-664VDOT DETAILSRev. No.Date 03 04-09-2021HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAN/A C603 11/02/2020 KAS 20-12 2039 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 DI-3 CURB TRANSITION N.T.S. 6/7/18 VER #1 VDOT DI-3 TYP 2' 2" LOCAL DEPRESSION 2' CG-6 CURB ROLLTOP CURB FACE OF CURB EP CURB TRANSITION FACE OF CURB ROLLTOP CURB CURB TRANSITION EP 2'2' CG-6 CURB 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 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-20-664VDOT DETAILSRev. No.Date 05 09-01-2021HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAN/A C604 11/02/2020 KAS 20-12 2039 GENERATOREX. TREE CANOPYEX. TREE CANOPYVILLA5VILLA4VILLA3VILLA 2VILLA1VILLA10VILLA6VILLA7VILLA9VILLA8FUTURE PHASE OFDEVELOPMENT50'-0" TYPE BRESIDENTIALSEPARATIONBUFFERF O X D R I V ET U D O R D R I V EL A N N YD R I V EEX. TREE CANOPYEX. TREE CANOPY100'-0" TYPE CRESIDENTIALSEPARATIONBUFFER 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, VIRGINIA11/4/2020PDM2039AS SHOWNNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECT11/4/2020Rev. No.Date44/12/2021L5.00PLANTING PLAN OVERVIEW( IN FEET )GRAPHIC SCALENORTH1 inch = 60 ft.6030601200PROJECT 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,EXISTING MATURE TREE CANOPY THAT WILL REMAIN ALONGPROPERTY LINES WILL BE AUGMENTED WITH EVERGREEN SHRUBSTO FULFILL THE INTENT OF THE ORDINANCE.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. 27% (1.5 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.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 AND ORNAMENTAL TREES.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 SURFACE IS PROVIDED AS REQUIRED. SEE TYPICAL VILLAPLANTING PLAN FOR DETAILS.165-202.01D. (13) (B): A MINIMUM OF 5% OF PARKING LOT INTERIOR ISLANDSCAPED AS REQUIRED. NO LESS THAN ONE SHADE TREE SHALL BEPROVIDED IN THE INTERIOR OF THE PARKING LOT FOR EACH 10 PARKINGSPACES.165-203.01A (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 I - AGE-RESTRICTED MULTIFAMILY HOUSING). SEE SHEETL5.01 FOR TYPICAL VILLA PLANTING PLAN.165-203.01A (3): EXISTING TREE CANOPY MEETS TREE PRESERVATIONREQUIREMENTS.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.165-402.07A: OPEN SPACE REQUIRED: 30%. OPEN SPACE PROVIDED: 73%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, OPEN AIR PAVILION,AND MULTI-USE LAWNADDITIONAL REZONING LANDSCAPE PROVISIONS 1. FOX DRIVE STREETSCAPE AUGMENTED WITH ACCENT PLANTINGS 2. THE PRIMARY ENTRANCE OFF FOX DRIVE WILL BE AUGMENTED WITHSHADE AND ORNAMENTAL TREES.FREDERICK COUNTY OPEN SPACE CALCULATIONSROADWAY1.16 AC10%MULTIFAMILY6.99 AC60%OPEN SPACE3.5 AC30%TOTALS11.65 AC100%TREE CALCULATIONSINTERIOR SHADE TREES1 PER 10 SPACES.TOTAL SURFACE PARKING SPACES: 76TREES REQUIRED: 8TREES PROVIDED: 12IMPERVIOUS AREAIMPERVIOUS PARKING AREA: 43,000TREES REQUIRED: 22TREES PROVIDED: 37SCREENINGSCREEN '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 FOOT 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 OFEVERGREEN TREESTREES REQUIRED: 46TREES PROVIDED: 46SCREEN 'D' - 260 L.F.EXISTING ESTABLISHED TREES TO MEET TREE REQUIREMENTOPAQUE HEDGE FOR FULL SCREEN REQUIREMENT: 50 SIX FOOT SHRUBSTREES REQUIRED: 46TREES PROVIDED: 46ORNAMENTAL LANDSCAPING1 TREE PER 10 UNITSTOTAL UNITS: 60TREES REQUIRED: 30TREES PROVIDED: 30FREDERICK COUNTY VARIABLE WIDTHLANDSCAPE BUFFERPER PUDLANDSCAPEDNATURE TRAILLANDSCAPEDNATURE TRAILLANDSCAPED PARKOPEN AIRPAVILIONMULTI-USE LAWNEX TREE CANOPY TOREMAIN TYP.POND 2POND 1FOREBAY 1FOREBAY 2SHEET L5.01CITY OF WINCHESTER FREDERICK COUNTY CITY OF WINCHESTERSHEET L5.02SHEET L5.03SHEET L5.04SHEET L5.05SHEET L5.06SHEET L5.07SHEET L5.07 FSWFSW GGGGGGGGGGGSSSSSSSWWW W W W W WWWWWWWWWWWWWWWWM WMGGG G 852862860854856858852854856858858860854856850852842840840842852 8 5 0 842838840 842 844 846 848 836 824822842838842 8268468428408508548588488448428408388368388368348 3 2830 8288268 2 4 844846846842852854856858860862852856852862860854856858852854856858858860854856850852842840840842852 8 5 0 842838840 842 844 846 848 836 824822842838842 852862860854856858852854856858858860854856850852842840840842852 8 5 0 842838840 842 844 846 848 836 824822842838842100'-0" SEPARATION BUFFERRETAININGWALL TYP.SIDEWALKTYP.7 ILEX OPACAAMERICAN HOLLY3 JUNIPERUS VIRGINIANAEASTERN RED CEDAR3 PINUS STROBUSWHITE PINE14 ILEX OPACAAMERICAN HOLLY18 JUNIPERUS VIRGINIANAEASTERN RED CEDAR11 PINUS STROBUSWHITE PINE50'-0" RESIDENTIAL BUFFER852862860854856858852854856858858860854856850852842840840842852 8 5 0 842838840 842 844 846 848 836 824822842838842LAWNLAWN LAWNLAWNLAWNLAWNVILLA 4SEE SHEETL5.08 FORTYPICALPLANTINGVILLA 2SEE SHEETL5.08 FORTYPICALPLANTINGGENERATORENCLOSUREPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPORCHPATIOVILLA 3SEE SHEETL5.08 FORTYPICALPLANTINGGENERATORENCLOSUREGENERATORENCLOSURE GENERATORENCLOSUREGENERATORENCLOSUREEX. VEGETAT ION TO REMA IN& FULF ILL BUFFER REQ .SCREEN B - 60' L.F.DOUBLE ROWOF EVERGREEN TREESFOR FULL SCREENREQUIREMENTSCREEN C - 230 L.F.ROW OF DOUBLETREES FOR FULL SCREENREQUIREMENT1 SUGAR MAPLE5 BLACK GUM1 SWEETGUM1 RED MAPLE1 SWEETBAYMAGNOLIA1 RED MAPLE1 SWEETBAYMAGNOLIA1 RED CEDAR1 HIGAN CHERRY2" CAL. DECID.2" CAL. ORNAMENTAL 2" EVERGREENTURFEX. TREE CANOPYSHADE TREETREETREESYMBOLS BELOW INDICATE PLANNEDPLANTINGS BY OWNER OVER AND ABOVEMINIMUM REQUIREMENTS. SPECIES WILL BEDRAWN FROM CITY/COUNTY LIST OFAPPROVED PLANTS. FINAL QUANTITIES T.B.DAT TIME OF FINAL CONSTRUCTION DRAWINGS.Plant LegendFUTURE PERENNIALBEDS BEYOND MIN.REQ.; SEE SHEET 5.11FOR SPECIESFUTURE SHRUB BEDSBEYOND MIN. REQ.; SEESHEET 5.11 FOR SPECIESFUTUREWILDFLOWER/SEEDBEYOND MIX MIN. REQ.;NATIVE SPECIES T.B.D.MATCHLINE - SEE SHEET L5.02MATCHLINE - SEE SHEET L5.03( 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 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, VIRGINIA11/4/2020PDM2039AS SHOWNKEY PLANQUAD 4 23415678910No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECT11/4/2020Rev. No.Date44/12/2021L5.01L5.01 NORTH END 1 GGGGGGSSSSS S S SSWWWWWWWWWWWWWW W W W W WMG834 836 83 2 8288268248 3 8830834832 828826824822820826824 82 2 834 836 83 2 8288268248 3 8 834 836 83 2 8288268248 3 8 100'-0" BUFFER 7 TILIA AMERICANBASSWOOD @ 35' O.C.15 ITEA VIRGINICA 'LITTLE HENRY'LITTLE HENRY SWEETSPIRE15 ITEA VIRGINICA 'LITTLE HENRY'LITTLE HENRY SWEETSPIRE9 ILEX X 'CONIN'ROBIN RED HOLLY9 ILEX X 'CONIN'ROBIN RED HOLLYRETAININGWALL TYP.SIDEWALKTYP.OVERHEADUTILITY36 VIBURNUM X PRAGENSEPRAGUE VIBURNUM @ 6' O.C.OPAQUE HEDGE FOR FULLSCREEN REQUIREMENTSCREEN A - 80 L.F.8 PINUS STROBUS4 QUERCUS LYRATA4 ACER RUBRUM8 MYRICA CERIFERA2 JUNIPERUS VIRGINIANAEASTERN RED CEDAR1 CORNUS KOUSAKOUSA DOGWOOD1 KOUSA DOGWOODCORNUS KOUSA1 CRYPTOMERIA JAPONICACRYPTOMERIA1 CRYPTOMERIA JAPONICACRYPTOMERIA834 836 83 2 8288268248 3 8 ASPHALT PATHF U T U R E S T R E AM B E D2 SUGAR MAPLE2" CAL. DECID.2" CAL. ORNAMENTAL 2" EVERGREENTURFEX. TREE CANOPYSHADE TREETREETREESYMBOLS BELOW INDICATE PLANNEDPLANTINGS BY OWNER OVER AND ABOVEMINIMUM REQUIREMENTS. SPECIES WILL BEDRAWN FROM CITY/COUNTY LIST OFAPPROVED PLANTS. FINAL QUANTITIES T.B.DAT TIME OF FINAL CONSTRUCTION DRAWINGS.Plant LegendFUTURE PERENNIALBEDS BEYOND MIN.REQ.; SEE SHEET 5.11FOR SPECIESFUTURE SHRUB BEDSBEYOND MIN. REQ.; SEESHEET 5.11 FOR SPECIESFUTUREWILDFLOWER/SEEDBEYOND MIX MIN. REQ.;NATIVE SPECIES T.B.D.MATCHLINE - SEE SHEET L5.01MATCHLINE - SEE SHEET L5.04( 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 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, VIRGINIA11/4/2020PDM2039AS SHOWNKEY PLANQUAD 4 23415678910No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECT11/4/2020Rev. No.Date44/12/2021L5.02NORTH END 2 FSW FSW FSW FSW FSW FSW FSW FSW GENERATORFSW FSW GGGGGGGGGGGGGGGGGGSSWWWWWWWWWWWWWWWWWWWWWWWWWWWMWMWW W W W W W W GG G 840 8488508528548568588508408 4 4 84 2 84 0 838 836 84684 2 860854856858852862860854856858842842840838 836 834 832834838840842834832830836828830828 854850854852856858860860858856854848846 8448428408388368348588568548528508488468448428408388588608 5 6 844846840 8488508528548568588508408 4 4 84 2 84 0 838 836 84684 2 860854856858852862860854856858842842840838 836 834 832834838840842834832830836828830828 854840 8488508528548568588508408 4 4 84 2 84 0 838 836 84684 2 860854856858852862860854856858842842840838 836 834 832834838840842834832830836828830828 85425'-0" EX TREE BUFFERRETAININGWALL TYP.,RETAININGWALL TYP.SIDEWALKTYP.5 ILEX OPACAAMERICAN HOLLY6' O.C.9 JUNIPERUS CHINENSIS'HETZII COLUMNARIS'6' O.C.9 VIBURNUM X PRAGENSEPRAGUE VIBURNUM10 MYRICA CERIFERAWAX MYRTLE 6' O.C.3 JUNIPERUS CHINENSIS'HETZII COLUMNARIS'3' O.C.1 PINUS STROBUSWHITE PINE2 ILEX OPACAAMERICAN HOLLY9 VIBURNUM X PRAGENSEPRAGUE VIBURNUM5 ILEX OPACAAMERICAN HOLLY6' O.C.840 8488508528548568588508408 4 4 84 2 84 0 838 836 84684 2 860854856858852862860854856858842842840838 836 834 832834838840842834832830836828830828 854VILLA 5SEE SHEETL5.08 FORTYPICALPLANTINGVILLA 6SEE SHEETL5.08 FORTYPICALPLANTINGPUMPHOUSEMECHANICALROUNDABOUTGENERATORENCLOSUREPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPAVILIONPORCHPATIOEX. VEGETATION TO REMAIN& FULFILL BUFFER REQ.FUTURE BEDLINE4 TULIP POPLAR4 TULIPPOPLAR3 BLACK GUM1 SWEETBAYMAGNOLIA1 BLACK GUMSCREEN D - 260 L.F.OPAQUE 6' HEDGEFOR FULL SCREENREQUIREMENT2" CAL. DECID.2" CAL. ORNAMENTAL 2" EVERGREENTURFEX. TREE CANOPYSHADE TREETREETREESYMBOLS BELOW INDICATE PLANNEDPLANTINGS BY OWNER OVER AND ABOVEMINIMUM REQUIREMENTS. SPECIES WILL BEDRAWN FROM CITY/COUNTY LIST OFAPPROVED PLANTS. FINAL QUANTITIES T.B.DAT TIME OF FINAL CONSTRUCTION DRAWINGS.Plant LegendFUTURE PERENNIALBEDS BEYOND MIN.REQ.; SEE SHEET 5.11FOR SPECIESFUTURE SHRUB BEDSBEYOND MIN. REQ.; SEESHEET 5.11 FOR SPECIESFUTUREWILDFLOWER/SEEDBEYOND MIX MIN. REQ.;NATIVE SPECIES T.B.D.MATCHLINE - SEE SHEET L5.04MATCHLINE - SEE SHEET L5.05 ( 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 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, VIRGINIA11/4/2020PDM2039AS SHOWNKEY PLANQUAD 4 23415678910No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECT11/4/2020Rev. No.Date44/12/2021L5.03PLANTING PLAN ROUNDABOUT MATCHLINE - SEE SHEET L5.01 FSW GGGGGGGGGGGGGGGGGSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWMWMGG822822 822820822822822822 822842822 842842840 838 834 83283082882682 4 8 2 2 8228348288308328348248268328308288268248228208188168148128108 0 8 8 0 6 8068088108128148168188328308 2 8 826824818816814812810808806804822822822820822822822822 822842822 842842840 838 834 83283082882682 4 8 2 2 822834828830832834824826822822822820822822822822 822842822 842842840 838 834 83283082882682 4 8 2 2 82283482883083283482482620'-0"LANDSCAPEBUFFER 15 ITEA VIRGINICA 'LITTLE HENRY'LITTLE HENRY SWEETSPIRE15 ITEA VIRGINICA 'LITTLE HENRY'LITTLE HENRY SWEETSPIRE15 ITEA VIRGINICA 'LITTLE HENRY'LITTLE HENRY SWEETSPIRE9 ILEX X 'CONIN'ROBIN RED HOLLY9 ILEX X 'CONIN'ROBIN RED HOLLY9 ILEX X 'CONIN'ROBIN RED HOLLYRETAININGWALL TYP.1 CORNUS KOUSAKOUSA DOGWOOD1 CRYPTOMERIA JAPONICACRYPTOMERIAI MAGNOLIA 'ELIZABETH'YELLOW SAUCER MAGNOLIA1 JUNIPERUS VIRGINIANAEASTERN RED CEDAR1 CORNUS KOUSAKOUSA DOGWOODCORNUS KOUSAKOUSA DOGWOOD2 CRYPTOMERIA JAPONICACRYPTOMERIA2 CRYPTOMERIA JAPONICACRYPTOMERIA1 CORNUS KOUSAKOUSA DOGWOOD1 CRYPTOMERIA JAPONICACRYPTOMERIA1 CRYPTOMERIA JAPONICACRYPTOMERIA1 JUNIPERUS VIRGINIANAEASTERN RED CEDAR1 MAGNOLIA 'ELIZABETH'YELLOW SAUCER MAGNOLIA1 CRYPTOMERIA JAPONICACRYPTOMERIA13 TILIA AMERICANBASSWOOD @ 35' O.C.822822822820822822822822 822842822 842842840 838 834 83283082882682 4 8 2 2 822834828830832834824826PEDESTRIANBRIDGE, TYP.ASPHALT PATHFUTURE STREAM BEDVILLA 1SEE SHEETL5.08 FORTYPICALPLANTINGPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGELLIPSEPORCHPATIOFUTURE PHASE OFDEVELOPMENTAS SHOWN ON L5.00OVERALL PLANTING PLANPARKGENERATORENCLOSUREGENERATORENCLOSUREBEDLINEFUTURE 2 SWEETGUM3 SWEETGUM2 SAUCERMAGNOLIA1 SWEETBAYMAGNOLIA2" CAL. DECID.2" CAL. ORNAMENTAL 2" EVERGREENTURFEX. TREE CANOPYSHADE TREETREETREESYMBOLS BELOW INDICATE PLANNEDPLANTINGS BY OWNER OVER AND ABOVEMINIMUM REQUIREMENTS. SPECIES WILL BEDRAWN FROM CITY/COUNTY LIST OFAPPROVED PLANTS. FINAL QUANTITIES T.B.DAT TIME OF FINAL CONSTRUCTION DRAWINGS.Plant LegendFUTURE PERENNIALBEDS BEYOND MIN.REQ.; SEE SHEET 5.11FOR SPECIESFUTURE SHRUB BEDSBEYOND MIN. REQ.; SEESHEET 5.11 FOR SPECIESFUTUREWILDFLOWER/SEEDBEYOND MIX MIN. REQ.;NATIVE SPECIES T.B.D.MATCHLINE - SEE SHEET L5.03MATCHLINE - SEE SHEET L5.06 ( 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 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, VIRGINIA11/4/2020PDM2039AS SHOWNKEY PLANQUAD 4 23415678910No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECT11/4/2020Rev. No.Date44/12/2021L5.04PLANTING PLAN PARK AND ELLIPSE MATCHLINE - SEE SHEET L5.01 FS W FS W FSW FSWGGGGGGG GGGGG G G G GGGGGGGGGGGGSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWMWMWMWMNYLOPLA S 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 R W A Y S G GGGG8 1 2 812812836834832830 8268248228128008028048068088108 1 2 8 0 4 8 0 6 8 0 8 8 1 0 836 836800799799.5798.7802803.5801806801802803.5805804803.78488468448368348328308528208228188168148128108088068048028008 2 0824826828 8 2 2 8248268288308328348368388408428548508408428388 1 2 812812836834832830 8268248228128008028048068088108 1 2 8 0 4 8 0 6 8 0 8 8 1 0 836 836800799799.5798.7802803.5801806801802803.5805804803.78 1 2 812812836834832830 8268248228128008028048068088108 1 2 8 0 4 8 0 6 8 0 8 8 1 0 836 836800799799.5798.7802803.5801806801802803.5805804803.725'-0" EX LANDSCAPE BUFFER 5 JUNIPERUS VIGINIANAEASTERN RED CEDAR5 CRYPTOMERIA JAPONICACRYPTOMERIA5 PINUS STROBUSWHITE PINE14 QUERCUS COCCINEASCARLET OAKEX TREE TOREMAIN11 QUERCUS LYRATAOVERCUP OAK9 ACER SACCHARUMSUGAR MAPLESIDEWALKTYP.8 MYRICA CERIFERAWAX MYRTLE 6' O.C.5 JUNIPERUS CHINENSIS'HETZII COLUMNARIS' 6' O.C.9 JUNIPERUS CHINENSIS'HETZII COLUMNARIS'6' O.C.5 CRYPTOMERIA JAPONICACRYPTOMERIA9 VIBURNUM X PRAGENSEPRAGUE VIBURNUM9 ILEX OPACAAMERICAN HOLLY6' O.C.5 ILEX OPACAAMERICAN HOLLY6' O.C.9 JUNIPERUS CHINENSIS'HETZII COLUMNARIS'6' O.C.9 VIBURNUM X PRAGENSEPRAGUE VIBURNUM5 ILEX OPACAAMERICAN HOLLY6' O.C.6 JUNIPERUS CHINENSIS'HETZII COLUMNARIS'6' O.C.3 JUNIPERUS CHINENSIS8 1 2 812812836834832830 8268248228128008028048068088108 1 2 8 0 4 8 0 6 8 0 8 8 1 0 836 836800799799.5798.7802803.5801806801802803.5805804803.7PARKINGVILLA 7SEE SHEETL5.08 FORTYPICALPLANTINGVILLA 8SEE SHEETL5.08 FORTYPICALPLANTINGVILLA 9SEE SHEETL5.08 FORTYPICALPLANTINGVILLA 10SEE SHEETL5.08 FORTYPICALPLANTINGGENERATORENCLOSUREGENERATORENCLOSUREPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPORCHPATIOPORCHPATIOPORCHPATIOFOREBAY 1GENERATORENCLOSURE GENERATORENCLOSUREGENERATOR ENCLOSURE EX. VEGETATION TO REMAIN& FULFILL BUFFER REQ.2" CAL. DECID.2" CAL. ORNAMENTAL 2" EVERGREENTURFEX. TREE CANOPYSHADE TREETREETREESYMBOLS BELOW INDICATE PLANNEDPLANTINGS BY OWNER OVER AND ABOVEMINIMUM REQUIREMENTS. SPECIES WILL BEDRAWN FROM CITY/COUNTY LIST OFAPPROVED PLANTS. FINAL QUANTITIES T.B.DAT TIME OF FINAL CONSTRUCTION DRAWINGS.Plant LegendFUTURE PERENNIALBEDS BEYOND MIN.REQ.; SEE SHEET 5.11FOR SPECIESFUTURE SHRUB BEDSBEYOND MIN. REQ.; SEESHEET 5.11 FOR SPECIESFUTUREWILDFLOWER/SEEDBEYOND MIX MIN. REQ.;NATIVE SPECIES T.B.D.MATCHLINE - SEE SHEET L5.06MATCHLINE - SEE SHEET L5.07( 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 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, VIRGINIA11/4/2020PDM2039AS SHOWNKEY PLANQUAD 4 23415678910No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECT11/4/2020Rev. No.Date44/12/2021L5.05PLANTING PLAN VILLAS 7-10 MATCHLINE - SEE SHEET L5.03 SSS SWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W8108 1 0 8 1 2 8128188128008028048068088108 1 2 8 0 0 8 0 2 8 0 4 8 0 6 8 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 8800808806802804810812814798.5799799.5806805804802.7802.5802800799.5799798.5798796800798.5799799.5800800800799799798796801801798.7798.5798796798.7798796798.5800802804805805804802.7802.5802800806802803.5805804803.7801806801802803.5805804803.78108048028068088128148168188048028007987968028008108 1 0 8 1 2 8128188128008028048068088108 1 2 8 0 0 8 0 2 8 0 4 8 0 6 8 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 8800808806802804810812814798.5799799.5806805804802.7802.5802800799.5799798.5798796800798.5799799.5800800800799799798796801801798.7798.5798796798.7798796798.5800802804805805804802.7802.5802800806802803.5805804803.7801806801802803.5805804803.78108 1 0 8 1 2 8128188128008028048068088108 1 2 8 0 0 8 0 2 8 0 4 8 0 6 8 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 8800808806802804810812814798.5799799.5806805804802.7802.5802800799.5799798.5798796800798.5799799.5800800800799799798796801801798.7798.5798796798.7798796798.5800802804805805804802.7802.5802800806802803.5805804803.7801806801802803.5805804803.720'-0" LANDSCAPE BUFFER 8 CORNUS KOUSAKOUSA DOGWOOD5 QUERCUS PHELLOSWILLOW OAK5 QUERCUS PHELLOSWILLOW OAK3 PRUNUS SUBHIRTELLA VAR. AUTUMNALISHIGAN CHERRY3 PRUNUS SUBHIRTELLA VAR. AUTUMNALISHIGAN CHERRY6 TILIA AMERICANBASSWOOD @ 35' O.C.15 ITEA VIRGINICA 'LITTLE HENRY'LITTLE HENRY SWEETSPIRE15 ITEA VIRGINICA 'LITTLE HENRY'LITTLE HENRY SWEETSPIRE15 ITEA VIRGINICA 'LITTLE HENRY'LITTLE HENRY SWEETSPIRE9 ILEX X 'CONIN'ROBIN RED HOLLY9 ILEX X 'CONIN'ROBIN RED HOLLY9 ILEX X 'CONIN'ROBIN RED HOLLY1 ACER SACCHARUMSUGAR MAPLE1 QUERCUS COCCINEASCARLET OAK9 ACER SACCHARUMSUGAR MAPLE2 MAGNOLIA VIGINIANASWEETBAY MAGNOLIA2 CRYPTOMERIA JAPONICACRYPTOMERIA20 PRUNUS 'MAJESTIC JADE'MAJESTIC JADE LAUREL7 NANDINA 'FIREPOWER'FIREPOWER NANDINA1 CLADRATUS KENTUCKEAYELLOWWOOD2 CORNUS KOUSAKOUSA DOGWOOD2 CRYPTOMERIA JAPONICACRYPTOMERIA1 CORNUS KOUSAKOUSA DOGWOOD2 CRYPTOMERIA JAPONICACRYPTOMERIA1 CORNUS KOUSAKOUSA DOGWOOD1 CORNUS KOUSAKOUSA DOGWOOD1 CRYPTOMERIA JAPONICACRYPTOMERIAOVERHEADUTILITY3 TILIA AMERICANBASSWOOD @ 35' O.C.20 PRUNUS 'MAJESTIC JADE'MAJESTIC JADE LAUREL7 ABELIA X 'EDWARD GOUCHER'EDWARD GOUCHER ABELIASEASONALCOLOR10 ABELIA 'KALEIDOSCOPEKALEIDOSCOPE ABELIA11 BUXUS 'GREEN VELVET'GREEN VELVET BOXWOOD8 CORNUS KOUSAKOUSA DOGWOOD8108 1 0 8 1 2 8128188128008028048068088108 1 2 8 0 0 8 0 2 8 0 4 8 0 6 8 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 8800808806802804810812814798.5799799.5806805804802.7802.5802800799.5799798.5798796800798.5799799.5800800800799799798796801801798.7798.5798796798.7798796798.5800802804805805804802.7802.5802800806802803.5805804803.7801806801802803.5805804803.7PEDESTRIANBRIDGE, TYP.ASPHALT PATHPOND 2POND 1FOREBAY 2FOREBAY 3FOREBAY 1NOTE:SEE SHEET L5.09FOR BMP PLANTINGNOTE:SEE SHEET L5.09FOR BMP PLANTING2" CAL. DECID.2" CAL. ORNAMENTAL 2" EVERGREENTURFEX. TREE CANOPYSHADE TREETREETREESYMBOLS BELOW INDICATE PLANNEDPLANTINGS BY OWNER OVER AND ABOVEMINIMUM REQUIREMENTS. SPECIES WILL BEDRAWN FROM CITY/COUNTY LIST OFAPPROVED PLANTS. FINAL QUANTITIES T.B.DAT TIME OF FINAL CONSTRUCTION DRAWINGS.Plant LegendFUTURE PERENNIALBEDS BEYOND MIN.REQ.; SEE SHEET 5.11FOR SPECIESFUTURE SHRUB BEDSBEYOND MIN. REQ.; SEESHEET 5.11 FOR SPECIESFUTUREWILDFLOWER/SEEDBEYOND MIX MIN. REQ.;NATIVE SPECIES T.B.D.MATCHLINE - SEE SHEET L5.05MATCHLINE - SEE SHEET L5.07( 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 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, VIRGINIA11/4/2020PDM2039AS SHOWNKEY PLANQUAD 4 23415678910No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECT11/4/2020Rev. No.Date44/12/2021L5.06PLANTING PLAN FOX DRIVE AND MEADOW MATCHLINE - SEE SHEET L5.04 SSSWWWWWWW808 810 812 814 816 818796798806806804802800 802804800804 806 800798802804806 808810 812714716718722796794820808 810 812 814 816 818796798806806804802800 802804800804 806 808 810 812 814 816 818796798806806804802800 802804800804 80612'-0"BMP ACCESSEASEMENT7 MYRICA CERIFERAWAX MYRTLE 6' O.C.3 MYRICA CERIFERAWAX MYRTLE 6' O.C.1 ILEX X 'NELLIE R.STEVENS'NELLIE STEVENSHOLLY3 ILEX X 'NELLIE R.STEVENS'NELLIE STEVENSHOLLY3 ILEX X 'NELLIE R. STEVENS'NELLIE STEVENS HOLLY3 ILEX X 'NELLIE R. STEVENS'NELLIE STEVENS HOLLY5 CRYPTOMERIA JAPONICACRYPTOMERIA5 CRYPTOMERIA JAPONICACRYPTOMERIAEX TREE CANOPY808 810 812 814 816 818796798806806804802800 802804800804 806 PARKINGVARIABLE WIDTHEX TREE BUFFEREX. VEGETATION TO REMAIN& FULFILL BUFFER REQ.15'-0"CLEARZONENO WOODY PLANTINGSWITHIN 15' OF TOE OFSLOPE2" CAL. DECID.2" CAL. ORNAMENTAL 2" EVERGREENTURFEX. TREE CANOPYSHADE TREETREETREESYMBOLS BELOW INDICATE PLANNEDPLANTINGS BY OWNER OVER AND ABOVEMINIMUM REQUIREMENTS. SPECIES WILL BEDRAWN FROM CITY/COUNTY LIST OFAPPROVED PLANTS. FINAL QUANTITIES T.B.DAT TIME OF FINAL CONSTRUCTION DRAWINGS.Plant LegendFUTURE PERENNIALBEDS BEYOND MIN.REQ.; SEE SHEET 5.11FOR SPECIESFUTURE SHRUB BEDSBEYOND MIN. REQ.; SEESHEET 5.11 FOR SPECIESFUTUREWILDFLOWER/SEEDBEYOND MIX MIN. REQ.;NATIVE SPECIES T.B.D.800 802 804 806 806 804 802 800 798 796 794 799.5 798.5 804802800798796794806800 802 804 806 806 804 802 800 798 796 794 799.5 798.5 800 802 804 806 806 804 802 800 798 796 794 799.5 798.5 3 ILEX X 'NELLIE R. STEVENS'NELLIE STEVENS HOLLY7 MYRICA CERIFERAWAX MYRTLE 6' O.C.3 TILIA AMERICANBASSWOOD @ 35' O.C.15 ITEA VIRGINICA 'LITTLE HENRY'LITTLE HENRY SWEETSPIRE9 ILEX X 'CONIN'ROBIN RED HOLLY2 CRYPTOMERIA JAPONICACRYPTOMERIA3 ILEX X 'NELLIE R. STEVENS'NELLIE STEVENS HOLLY3 ILEX X 'NELLIE R.STEVENS'NELLIE STEVENSHOLLYNELLIE STEVENSHOLLY2 ILEX X 'NELLIE R.STEVENS'NELLIE STEVENSHOLLY7 MYRICACERIFERAWAX MYRTLE6' O.C.7 MYRICA CERIFERAWAX MYRTLE 6' O.C.1 MAGNOLIA VIGINIANASWEETBAY MAGNOLIAEX TREE CANOPY800 802 804 806 806 804 802 800 798 796 794 799.5 798.5 EX. VEGETATI O N T O R E M A I N & FULFILL BU F F E R R E Q .15'-0"CLEARZONETOE OFSLOPENO WOODY PLANTINGSWITHIN 15' OF TOE OFSLOPEMATCHLINE - SEE WINDOW AT RIGHT( 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 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, VIRGINIA11/4/2020PDM2039AS SHOWNKEY PLANQUAD 4 23415678910No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECT11/4/2020Rev. No.Date44/12/2021L5.07PLANTING PLAN SOUTH BUFFERS MATCHLINE - SEE SHEET L5.05 MATCHLINE - SEE WINDOW AT LEFTMATCHLINE - SEE SHEET L5.06 2" CAL. DECID.2" CAL. ORNAMENTAL 2" EVERGREENTURFEX. TREE CANOPYSHADE TREETREETREESYMBOLS BELOW INDICATE PLANNEDPLANTINGS BY OWNER OVER AND ABOVEMINIMUM REQUIREMENTS. SPECIES WILL BEDRAWN FROM CITY/COUNTY LIST OFAPPROVED PLANTS. FINAL QUANTITIES T.B.DAT TIME OF FINAL CONSTRUCTION DRAWINGS.Plant LegendFUTURE PERENNIALBEDS BEYOND MIN.REQ.; SEE SHEET 5.11FOR SPECIESFUTURE SHRUB BEDSBEYOND MIN. REQ.; SEESHEET 5.11 FOR SPECIESFUTUREWILDFLOWER/SEEDBEYOND MIX MIN. REQ.;NATIVE SPECIES T.B.D.FSW FSW GGSSSSWWWWWWWWWWWWWWWWWWWMGGG1 AMELANCHIER 'AUTUMN BRILLIANCE'SERVICEBERRY3 BUXUS 'GREEN VELVET'GREEN VELVET BOXWOODPERENNIALS@ 18" O.C.TYP.3 BUXUS 'GREEN VELVET'GREEN VELVET BOXWOOD6 ABELIA 'RADIANCE'RADIANCE ABELIA3 ABELIA 'RADIANCE'RADIENCE ABELIAPERENNIALS@ 18" O.C.2 BUXUS 'GREEN VELVET'GREEN VELVET BOXWOOD15 ILEX CRENATA 'BENNETT'S COMPACTA'JAPANESE HOLLY5 AZALEA 'IMPERIAL QUEEN5 ABELIA 'KALEIDOSCOPE'KALEIDOSCOPE ABELIA1 HYDRANGEA 'LITTLE LIME'PEEGEE HYDRANGEA1 NYSSA SYLVATICABLACK GUM1 PRUNUS SUBHIRTELLA VAR. AUTUMNALISHIGAN CHERRY6 CEPHALOTAXUS HARRINGTONIA 'PROSTRATA'DWARF PLUM YEWPERENNIALS @18" O.C.PARKINGPARKINGPARKING1 HYDRANGEA 'LITTLE LIME'PEEGEE HYDRANGEA1 AMELANCHIER 'AUTUMN BRILLIANCE'SERVICEBERRYPERENNIALS@ 18" O.C.TURFTURFTURFTURFTURFFUTUREPLANTINGBED TYP.FUTUREPLANTINGBED TYP.FUTUREPLANTINGSGENERATORENCLOSURETYPICAL VILLA4 ILEX CRENATA 'BENNETT'S COMPACTA'JAPANESE HOLLY3 AZALEA 'IMPERIAL QUEENPERENNIALS @18" O.C.1 HYDRANGEA 'LITTLE LIME'PEEGEE HYDRANGEA1 NYSSA SYLVATICABLACK GUMNO TREES OR SHRUBSWITHIN 5' OF FDC TYP.TURFTURFFUTUREPLANTINGBED2 PRUNUS SUBHIRTELLA VAR. AUTUMNALISHIGAN CHERRYGROUNDCOVER( IN FEET )GRAPHIC SCALENORTH1 inch = 10 ft.10510200151 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, VIRGINIA11/4/2020PDM2039AS SHOWNKEY PLANQUAD 4 23415678910No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECT11/4/2020Rev. No.Date44/12/2021L5.08PLANTING PLAN TYPICAL VILLATYPICAL 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: +- 63 SHRUBS & 6 ORNAMENTAL TREES - MIN. ONE SHADE TREE PER 10 PARKING SPACES GGGGGGGGGGGG G G SSSSSSSSSSSSSSS WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W WMG 8108 1 0 8 1 2 812812800 802 804 806 806 804 802 800 798 796 794818 8128008028048068088108 1 2 8 0 0 8 0 2 8 0 4 8068 0 8 8 1 0 796 798 806 806 804 802 800 792 799.5 798.5 796 794 798806804802792800799.5798.57967947987 9 2 7 9 9 . 5 7 9 8 . 5 7 9 6 7 9 4 7 9 8 8 0 4800808806802804810812814798.5799799.5806805804802.7802.5802800799.5799798.5798796800798.5799799.5800800800799799798796801801798.7798.5798796798.7798796798.5800802804805805804802.7802.5802800806802803.5805804803.7801806801802803.5805804803.78008108008108008108 1 0 8 1 2 812812800 802 804 806 806 804 802 800 798 796 794818 8128008028048068088108 1 2 8 0 0 8 0 2 8 0 4 8068 0 8 8 1 0 796 798 806 806 804 802 800 792 799.5 798.5 796 794 798806804802792800799.5798.57967947987 9 2 7 9 9 . 5 7 9 8 . 5 7 9 6 7 9 4 7 9 8 8 0 4800808806802804810812814798.5799799.5806805804802.7802.5802800799.5799798.5798796800798.5799799.5800800800799799798796801801798.7798.5798796798.7798796798.5800802804805805804802.7802.5802800806802803.5805804803.7801806801802803.5805804803.78108 1 0 8 1 2 812812800 802 804 806 806 804 802 800 798 796 794818 8128008028048068088108 1 2 8 0 0 8 0 2 8 0 4 8068 0 8 8 1 0 796 798 806 806 804 802 800 792 799.5 798.5 796 794 798806804802792800799.5798.57967947987 9 2 7 9 9 . 5 7 9 8 . 5 7 9 6 7 9 4 7 9 8 8 0 4800808806802804810812814798.5799799.5806805804802.7802.5802800799.5799798.5798796800798.5799799.5800800800799799798796801801798.7798.5798796798.7798796798.5800802804805805804802.7802.5802800806802803.5805804803.7801806801802803.5805804803.78108 1 0 8 1 2 812812800 802 804 806 806 804 802 800 798 796 794818 8128008028048068088108 1 2 8 0 0 8 0 2 8 0 4 8068 0 8 8 1 0 796 798 806 806 804 802 800 792 799.5 798.5 796 794 798806804802792800799.5798.57967947987 9 2 7 9 9 . 5 7 9 8 . 5 7 9 6 7 9 4 7 9 8 8 0 4800808806802804810812814798.5799799.5806805804802.7802.5802800799.5799798.5798796800798.5799799.5800800800799799798796801801798.7798.5798796798.7798796798.5800802804805805804802.7802.5802800806802803.5805804803.7801806801802803.5805804803.73 MAGNOLIA VIRGINIANA3 MAGNOLIA VIRGINIANA3 MAGNOLIA VIRGINIANA3 MAGNOLIA VIRGINIANA3 MAGNOLIA VIRGINIANA3 MAGNOLIA VIRGINIANA3 MAGNOLIAVIRGINIANA3 MAGNOLIAVIRGINIANA1 BETULA NIGRA1 BETULA NIGRA1 BETULA NIGRA1 BETULANIGRA1 BETULA NIGRA1 BETULA NIGRA1 BETULA NIGRARIVER BIRCH1 BETULA NIGRA1 BETULA NIGRA1 BETULA NIGRA3 BETULA NIGRA1 BETULA NIGRA1 BETULA NIGRA1 BETULA NIGRA1 BETULA NIGRA1 TAXODIUM DISTICHUM1 TAXODIUM DISTICHUM1 TAXODIUMDISTICHUM1 TAXODIUMDISTICHUM1 TAXODIUM DISTICHUM1 TAXODIUM DISTICHUM1 TAXODIUM DISTICHUM1 TAXODIUMDISTICHUM1 TAXODIUMDISTICHUM1 TAXODIUMDISTICHUM1 TAXODIUM DISTICHUM13 ITEA VIRGINICA 'LITTLE HENRY'13 CLETHRA ALNIFOLIA 'RUBY'13 ILEX GLABRA13 CLETHRA ALNIFOLIA 'RUBY'13 ILEX GLABRA13 ILEX GLABRA13 ILEX GLABRA13 ILEX GLABRAINKBERRY13 ILEX GLABRA13 ILEX GLABRA13 ILEX GLABRA13 ILEX GLABRA13 CLETHRAALNIFOLIA'RUBY'13 ITEA VIRGINICA'LITTLE HENRY'13 ITEA VIRGINICA 'LITTLE HENRY'13 CLETHRA ALNIFOLIA 'RUBY'13 ITEA VIRGINICA'LITTLE HENRY'13 CLETHRAALNIFOLIA 'RUBY'13 ITEA VIRGINICA'LITTLE HENRY'13 ILEX GLABRATURFTURFNORMAL WATERLEVEL, TYP.NORMAL WATERLEVEL, TYP.NORMAL WATERLEVEL, TYP.TURFTURFTURF1 TAXODIUMDISTICHUM3 MAGNOLIAVIRGINIANAASPHALT PATHASPHALT PATHZONE 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%)ZONE 4 (12" TO 36" ABOVE WATER LEVEL)OBEDIENT PLANT (17%)BONESET (16%)RATTLESNAKE MASTER (17%)JOE PYE WEED (17%)IRONWEED (16%)BLUESTAR (17%)ZONE 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%)Plant LegendTURF( IN FEET )GRAPHIC SCALENORTH1 inch = 20 ft.201020400L5.09PLANTING PLAN BMPS 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.Date33/26/2021KEY PLANQUAD 4 23415678910No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARC H ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARC H ITECT11/4/2020HACKWOODS - SVWC LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA 1'-0"1"TYP.2" TYP.3"1"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 WALLBLOCKPROPOSED FINISH GRADECOMPACTED SUBGRADE TO95% PROCTOR DENSITYCONTROLLED BACKFILL#57 STONELIMITS OF EXCAVATIONFOR WALL GRID4" PERF. DRAIN PIPE WRAPPEDIN FILTER FABRIC. TEE OUT DRAINPIPE EVERY 50' MIN. THROUGH WALLREMOVE LIP FROMBOTTOM ROW OF BLOCK#57 STONE FOOTINGGEOGRID TYP.NOTE:SEGMENTAL WALL GRIDS &DESIGN SHALL BE INSTALLED PERDESIGN CALCULATIONS OFSTRUCTURAL ENGINEER.CONTRACTOR SHALL VERIFYWITH STRUCTURAL ENGINEERPRIOR TO START OF WALLCONSTRUCTION. BLOCKS TOMATCH ARCHITECTURALMATERIAL SELECTION.4" OF 3-5" RIVER ROCK4" PERF. PIPE WRAPPED INFILTER FABRIC TO DAYLIGHT1'-0"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, VIRGINIA11/4/2020PDM2039AS SHOWNNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECT11/4/2020Rev. No.Date44/12/2021L5.10WALL DETAILS1GUARDRAILNTS2SEGMENTAL RETAINING WALL SECTION1"=1'-0" 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, VIRGINIA11/4/2020PDM2039AS SHOWNNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARCH ITECT11/4/2020Rev. No.Date44/12/2021L5.11PLANT LIST, NOTES AND DETAILS PLANTING DETAILSDSHRUB PLANTING DETAILNOT TO SCALEALL PLANTS TO BE INSTALLEDSO THAT THE TOP OF THEROOTBALL IS AT THE SAMEGRADE AS ORIGINALLY GROWNOR 1 OR 2 INCHES ABOVE3" LAYER OF SHREDDEDHARDWOOD MULCHBACKFILL PLANTING BED WITHNATIVE SOIL EXCEPT IN AREASWITH HEAVY CLAY, EXCESSIVEROCKS OR CONSTRUCTIONDEBRIS BACKFILL WITH LOCALTOPSOILCUT AND REMOVE BURLAPFROM THE TOP HALF OF THEROOTBALL. DO NOT REMOVEBURLAP FROM BENEATH THEROOTBALLTILL PLANTING BED TO ADEPTH OF 12 INCHESTHROUGHOUTSCARIFYBOTTOM OFPIT 3"BMULTI-STEM TREE PLANTING DETAILNOT TO SCALEEQUALEQUALEQUAL4" PERF.CORRUGATEDPLASTIC PIPEWITH CAP FLUSHWITH MULCHCUT AND REMOVE THE TOPHALF OF ANY WIRE BASKETSOR SPLIT THE BASKET DOWNTHE MIDDLE AND FOLD ONTOTHE BOTTOM OF THEPLANTING PITEXCAVATE PLANTING PIT TOA DEPTH EQUAL TO THEDEPTH OF THE ROOTBALL- TAPER EDGE OF PLANTINGPIT TO GRADE AS INDICATEDCUT AND REMOVE BURLAPFROM TOP HALF OFROOTBALL-REMOVE ALL TWINE ANDROPE AROUND TRUNK ANDTOP OF ROOTBALLBACKFILL PLANTING PIT WITHNATIVE SOIL- WHEN IN HEAVY CLAY, MIXGOOD QUALITY TOPSOILWITH NATIVE SOILTOP OF ROOTBALL TO BE ATOR SLIGHTLY ABOVE GRADE-1 OR 2 INCHES MAX.3" LAYER OF SHREDDEDHARDWOOD MULCH-MOUNDED AT EDGE TOFORM A SHALLOW SAUCERMULTI STEMMED TREES TOHAVE 3-5 TRUNKS OF SIMILARSIZETREE FORM PLANT MATERIALTO HAVE FULL SHAPE ASSHOWN IN DETAILSCARIFYBOTTOM OFPIT 3"EGROUNDCOVER PLANTING BED DETAILNOT TO SCALEPLANUNLESS OTHERWISE NOTED,PLANT UP TO EXISTING DRIP LINEOF ADJACENT SHRUBSEDGE OF PLANTING BEDPLANT UNDER DRIP LINE OFLIMBED UP SHRUBS AND TREESSTAGGER SPACING WHEREPOSSIBLEEDGE OF BUILDING OR WALK2" LAYER OF SHREDDEDHARDWOOD MULCHALL PLANTS SHALL INSTALLED SOTHAT TOP OF ROOT IS AT SAMEGRADE AS ORIGINALLY GROWNTILL ALL PLANT BEDS TO A DEPTHOF 12 INCHES AND BACKFILL WITHNATIVE SOIL-IN AREAS WITH HEAVY CLAY ORROCKY SOILS, AMEND WITH GOODQUALITY LOCAL TOPSOIL-SEE SPECIFICATIONSFFLOWER BED PLANTING DETAILNOT TO SCALEPLANEDGE OF PLANTING BEDSTAGGERED PLANT SPACINGEDGE OF BUILDING OR WALK1" LAYER OF SHREDDEDHARDWOOD MULCHALL PLANTS SHALL INSTALLED SOTHAT TOP OF ROOT IS AT SAMEGRADE AS ORIGINALLY GROWNADD 6" OF NEW TOPSOIL INADDITION TO THE 6" TILLED BASEFOR A 12" TOTAL DEPTHTILL ALL PLANT BEDS TO A DEPTHOF 6 INCHES AND BACKFILL WITHNATIVE SOIL-IN AREAS WITH HEAVY CLAY ORROCKY SOILS AMEND WITH GOODQUALITY LOCAL TOPSOIL- SEE SPECIFICATIONSCEVERGREEN TREE STAKING DETAILNOT TO SCALEPLANNO STAKINGREQUIREDTREES 8'+TREES 6'-8'TREES UNDER 6'4" ~ PERFORATEDCORRUGATEDPLASTIC PIPE WITHCAP FLUSH WITHMULCH5'-0"EQUALEQUALEQUALNO. 12 GAUGE GALVANIZEDWIRE GUYSHARDWOOD STAKES 2x2x8'LONG TO BE INSTALLEDOUTSIDE OF ROOTBALL3" LAYER OF SHREDDEDHARDWOOD MULCH MOUNDEDAT EDGE TO FORM A SHALLOWSAUCERTOP OF ROOTBALL TO BE ATOR SLIGHTLY ABOVE GRADE -1 OR 2 INCHES MAXIMUMCUT AND REMOVE BURLAPFROM TOP HALF OF ROOTBALL-REMOVE ALL TWINE AND ROPEAROUND TRUNK AND TOP OFROOTBALLBACKFILL PLANTING PIT WITHNATIVE SOIL-EXCEPT IN AREAS OF HEAVYCLAY, ADD GOOD QUALITYTOPSOIL TO NATIVE SOILEXCAVATE PLANTING PIT TO ADEPTH EQUAL TO THE DEPTH OFTHE ROOTBALL-TAPER EDGE OF PLANTING PITTO GRADE AS INDICATEDCUT AND REMOVE THE TOPHALF OF ANY WIRE BASKETS ORSPLIT THE BASKET DOWN THEMIDDLE AND FOLD ONTO THEBOTTOM OF THE PLANTING PIT.PLACE ROOTBALL ONUNDISTURBED SOIL & SCARIFYBOTTOM OF PIT 3"1/2" RUBBER HOSE - NEW-12" LONG MIN.ADECIDUOUS TREE STAKING DETAILNOT TO SCALEPLANEQUALEQUALEQUAL4" PERF.CORRUGATEDPLASTIC PIPEWITH CAP FLUSHWITH MULCH5'-0"CUT AND REMOVE THE TOPHALF OF ANY WIRE BASKETS ORSPLIT THE BASKET DOWN THEMIDDLE AND FOLD ONTO THEBOTTOM OF THE PLANTING PITEXCAVATE PLANTING PIT TO ADEPTH EQUAL TO THE DEPTHOF THE ROOTBALL- TAPER EDGE OF PLANTING PITTO GRADE AS INDICATEDCUT AND REMOVE BURLAPFROM TOP HALF OF ROOTBALL-REMOVE ALL TWINE AND ROPEAROUND TRUNK AND TOP OFROOTBALLBACKFILL PLANTING PIT WITHNATIVE SOIL- WHEN IN HEAVY CLAY, MIXGOOD QUALITY TOPSOIL WITHNATIVE SOILTOP OF ROOTBALL TO BE AT ORSLIGHTLY ABOVE GRADE-1 OR 2 INCHES MAX.3" LAYER OF SHREDDEDHARDWOOD MULCH-MOUNDED AT EDGE TO FORM ASHALLOW SAUCERHARDWOOD STAKES 2x2x8'LONG TO BE INSTALLEDOUTSIDE OF ROOTBALLNO. 12 Ga GALVANIZED WIREGUYS1/2" RUBBER HOSE- NEW, 12" IN LENGTHLINE OF STAKESTO BE PARALLELTO WALK ORROADSCARIFYBOTTOM OFPIT 3"PLANTING NOTES:1.CONTRACTOR SHALL VERIFY PLANT MATERIAL QUANTITIES SHOWN ON PLAN WITH TOTALS INPLANTING SCHEDULE. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO FINALBIDDING. 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 GROWINGCONDITION. PLANT MATERIALS WHICH DO NOT FULFILL THIS GUARANTEE SHALL BE REPLACED AT NOCOST TO THE OWNER. REPLACEMENT SHALL BE GUARANTEED THROUGHOUT THE ORIGINALGUARANTEE PERIOD. PLANTS THAT DIE SHALL BE REPLACED IMMEDIATELY.3.CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION ANDUNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOT ASSUMEIRRIGATION SYSTEM IS FULLY OPERATIONAL AT COMPLETION OF PLANTING INSTALLATION4.CONTRACTOR RESPONSIBLE FOR CONTACTING MISS UTILITY PRIOR TO BEGINNING OFCONSTRUCTION FOR LOCATION OF ALL UTILITY LINES. TREES SHALL BE LOCATED A MINIMUM OF 5FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT IF ANY CONFLICTSOCCUR.5.THE LANDSCAPE ARCHITECT IS THE OWNERS REPRESENTATIVE AND SHALL BE THE APPROVINGAUTHORITY FOR INFORMATION PROVIDED IN THESE PLANS AND SPECIFICATIONS.6.ALL PLANT MATERIALS, TOPSOIL, MULCH, FERTILIZERS, SOIL AMENITIES, PLANTING SUPPLIES ANDMETHODS SHALL BE SUBJECT TO LANDSCAPE ARCHITECTS APPROVAL. REJECTED MATERIALS SHALLBE 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, ANDIMPROVEMENTS 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 SOILCONDITIONED BY ADDING CLEAN, WELL ROTTED MANURE. IF EXISTING SOIL IS CONSIDERED TO BEUNUSABLE 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 TEXTURESHREDDED HARDWOOD MULCH UNLESS OTHERWISE NOTED.11.ALL SUBSTITUTIONS OF PLANT MATERIAL SHALL BE REQUESTED IN WRITING TO THE LANDSCAPEARCHITECT 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 AFTERINSTALLATION.15.LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE INAN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOTCONFORM TO A.A.N. STANDARDS. SEE AMERICAN STANDARD FOR NURSERY STOCK, ANSIZ60.1-(CURRENT EDITION).16.SOIL SHALL BE FREE OF ALL WEEDS.17.PLANT SIZES, QUANTITIES, AND SPECIES WILL BE CHECKED BY COUNTY INSPECTION FORCOMPLIANCE WITH PLANT SCHEDULE AS APPROVED BY THE COUNTY. CONTRACTOR SHALL BE HELDRESPONSIBLE FOR DELAY IN ISSUANCE OF CERTIFICATE OF OCCUPANCY BY THE COUNTY RESULTINGFROM UNATHORIZED SUBSTITUTIONS OR DOWNSIZING.18.UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFYTHE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OFALL DEAD PLANT MATERIAL, AND SCHEDULE A FINAL INSPECTION FOR ACCEPTANCE BY OWNER19.THE ONE YEAR GUARANTEE PERIOD SHALL BEGIN UPON THE OWNER'S APPROVAL AND ACCEPTANCEOF THE PLANTING INSTALLATION. THE OWNER SHALL ASSUME RESPONSIBILITY FOR MAINTENANCEINCLUDING WATERING, WEEDING, PEST CONTROL, AND FERTILIZATION.20.CONTRACTOR SHALL REMOVE STAKING FROM TREES AT THE END OF THE ONE YEAR WARRANTYPERIOD.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 SINCEINSTALLATION.·REPLACEMENT TREES AT .5" CALIPER ABOVE 2" FOR EVERY YEAR SINCE INSTALLATION UP TO 5"CALIPER.PLANT MATERIAL SCHEDULEDETAILROOT TYPEHEIGHTCALIPERSPACINGCOMMON NAMEBOTANICAL NAMEQUANTITYREMARKSDECIDUOUS SHADE TREES DECIDUOUS SHRUBS EVERGREEN SHRUBS 57MYRICA CERIFERAWAX MYRTLEAS SHOWN6'CONT./B&BD 11QUERCUS PHELLOSWILLOW OAKAS SHOWN2"12-14' HT.B&BAMATCHEDEVERGREEN TREES32TILIA AMERICANAAMERICAN LINDENAS SHOWN2 1/2"12-14' HT.B&BA 11QUERCUS LYRATAOVERCUP OAKAS SHOWN2"12-14' HT.B&BA 13ACER SACCHARUMSUGAR MAPLEAS SHOWN2"12-14' HT.B&BA 26CORNUS KOUSAKOUSA DOGWOODAS SHOWN6-8' HT.B&BA SINGLE STEM36PRUNUS SUBHIRTELLA VAR. AUTUMNALISHIGAN CHERRYAS SHOWN6-8' HT.B&BA 27JUNIPERUS VIRGINIANAEASTERN RED CEDARAS SHOWN 6-8' HT.B&BC 36CRYPTOMERIA JAPONICACRYPTOMERIAAS SHOWN 6-8' HT.B&BC 51ILEX OPACAAMERICAN HOLLYAS SHOWN 6-8' HT.B&BC 28PINUS STROBUSWHITE PINEAS SHOWN 6-8' HT.B&BC DECIDUOUS ORNAMENTAL TREES 30AMELANCHIER X 'AUTUMN BRILLIANCE'SERVICEBERRYAS SHOWN6-8' HT.B&BA SINGLE STEM135ITEA VIRGINICA 'LITTLE HENRY'ITEA3' O.C.3 GAL. 18"CONT.D 91BUXUS 'GREEN VELVET'GREEN VELVET BOXWOODAS SHOWN3 GAL.21"CONT.D 100RHODODENDRON 'IMPERIAL QUEEN'IMPERIAL QUEEN AZALEAAS SHOWN3 GAL.21"CONT.D 140ILEX CRENATA 'BENNETT'S COMPACTA'BENNETT'S JAPANESE HOLLYAS SHOWN3 GAL.21"CONT.D 30HYDRANGEA PANICULATA 'LITTLE LIME'LITTLE LIME HYDRANGEA3' O.C.3 GAL.24"CONT.D 50ABELIA X 'KALEIDOSCOPE'KALEIDOSCOPE ABELIAAS SHOWN3 GAL.18"CONT.D 90ABELIA X 'RADIANCE'RADIANCE ABELIAAS SHOWN3 GAL.18"CONT.D 60CEPHALOTAXUS HARRINGTONIA 'PROSTRATA'DWARF PLUM YEWAS SHOWN3 GAL.18"CONT.D 95VIBURNUM X PRAGENSEPRAUGE VIBURNUMAS SHOWN3 GAL.6'CONT.D 81ILEX X 'CONIN'ROBIN RED HOLLYAS SHOWN6'CONT.D 4MAGNOLIA SOULANGIANA 'ELIZABETH'ELIZABETH MAGNOLIAAS SHOWN6-8' HT.B&BB SINGLE STEM10ACER RUB RUBRUM 'OCTOBER GLORY'RED MAPLEAS SHOWN2"12-14' HT.B&BA 41JUNIPERUS CHINENSIS 'HETZI COLUMNARIS'HETZI JUNIPER6' O.C. 6'CONT./B&BC 14QUERCUS COCCINEASCARLET OAKAS SHOWN2"12-14' HT.B&BA 7MAGNOLIA VIRGINIANASWEETBAY MAGNOLIAAS SHOWN6-8' HT.B&BB SINGLE STEM21ILEX 'NELLIE R. STEVENS'NELLIE STEVENS HOLLYAS SHOWN 6-8' HT.B&BC 64NANDINA 'GULFSTREAM'GULFSTREAM NANDINAAS SHOWN3 GAL.21"CONT.D 10THUJA 'EMERALD GREEN'EMERALD GREEN ARBORVITAEAS SHOWN7 GAL.4'CONT.D 40PRUNUS LAURCERASUS 'MAJESTIC JADE'ENGLISH LAURELAS SHOWN3 GAL.21"CONT.D 8LIRIODENDRON TULIPIFERATULIP POPLARAS SHOWN2"12-14' HT.B&BA PLANT MATERIAL SCHEDULE - BMPSDETAILROOT TYPEHEIGHTCALIPERSPACINGCOMMON NAMEBOTANICAL NAMEQUANTITYREMARKSTREESSHRUBS 21MAGNOLIA VIRGINIANASWEETBAY MAGNOLIAAS SHOWNMULTISTEM6'-8'B&BB 3 OR 5 STEMS12TAXODIUM DISTICHUMBALD CYPRESSAS SHOWN1 1/210'-12'B&BA 78CLETHRA ALNIFOLIA 'RUBY'PINK SUMMERSWEETAS SHOWN24"3 GALD 130ILEX GLABRA 'DENSA'INKBERRYAS SHOWN21"3 GALD 52ITEA VIRGINICA 'LITTLE HENRY'DWARF SWEETSPIREAS SHOWN21"3 GALD 120EUPATORIUM FISTULOSUMJOE PYE WEED24" O.C.2" PLUGE ZONE 4120PHYSOSTEGIA VIGINIANAOBEDIANT PLANT24" O.C.2" PLUGE ZONE 4130IRIS VERSICOLORBLUE FLAG IRIS24" O.C.2" PLUGE ZONE 3130CHELONE GLABRATURTLEHEAD24" O.C.2" PLUGEZONE 3130LOBELIA CARDINALISCARDINAL FLOWER24" O.C.2" PLUGE ZONE 3120EUPATORIUM PERFOLIATUMBONESET24" O.C.2" PLUGE ZONE 4120VERNONIA NOVEBORACENSISIRONWEED24" O.C.2" PLUGE ZONE 4530PELTANDRA VIRGINICAARROW ARUM24" O.C.2" PLUGE ZONE 2530ZIZANIA AQUATICAWILD RICE24" O.C.2" PLUGE ZONE 2850VALISNERIA AMERICANAWILD CELERY24" O.C.2" PLUGE ZONE 1530SAGITTARIA LATIFOLIABROAD-LEAF ARROWHEAD24" O.C.2" PLUGE ZONE 2130JUNCUS EFFUSUSCOMMON RUSH24" O.C.2" PLUGE ZONE 3530SCIPUS PUNGENSCOMMON THREE-SQUARE24" O.C.2" PLUGE ZONE 2530PONTEDARIA CORDATAPICKERAL WEED24" O.C.2" PLUGE ZONE 2850POTAMOGETON PECTINATUSPOND WEED24" O.C.2" PLUGE ZONE 1850ELODEA CANADENSISWATER WEED24" O.C.2" PLUGEZONE 1130SCIRPUS VALIDUSSOFTSTEM BULRUSH24" O.C.2" PLUGE ZONE 3120ERYNGIUM YUCCIFOLIARATTLESNAKE MASTER24" O.C.2" PLUGEZONE 4DETAILROOT TYPEHEIGHTCALIPERSPACINGCOMMON NAMEBOTANICAL NAMEQUANTITYREMARKSTREESSHRUBS 16BETULA NIGRARIVER BIRCHAS SHOWNMULITSTEM8'-10'B&BB 3 STEMS130ASCLEPIAS INCARNATASWAMP MILKWEED24" O.C.2" PLUGEZONE 3120AMSONIA TABERNAEMONTANABLUESTAR24" O.C.2" PLUGEZONE 4130ACORUS CALAMUSSWEETFLAG24" O.C.2" PLUGEZONE 3PERENNIALS AND WETLAND PLANTS1CLADRASTUS KENTUCKEAYELLOWWOODAS SHOWN2"12-14' HT.B&BA 9NYSSA SYLVATICABLACK GUMAS SHOWN2"12-14' HT.B&BA 6LIQUIDAMBAR STYRACIFLUA 'HAPPIDAZE'FRUITLESS SWEETGUMAS SHOWN2"12-14' HT.B&BA S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S15S1S15555S1S1S1S155555555"X" DIA.2'-6" MIN."Y""Z"STUB OUT CONDUIT 1'-0" BEYOND BASE FOR LAST LIGHTING FIXTUREIN RUN AND CAP FOR FUTURE EXTENSION OF CIRCUIT.1" CND HOMERUN OR TO ADJACENT FIXTURE.NO RUBBING OR PARGING OF CONCRETE BASE AFTER REMOVAL OF FORM.6"2'-0"S1 4'-0"POLE BASE DIMENSIONS"X"TYPEDIM"Y" "Z"GROUND ROD#4 BARE CU GND CONDEXOTHERMIC BONDNOTE 2FIN GRADE(3)#3 TIES @ 1-1/2" OC @TOP OF CONCRETE BASEANCHOR BOLTS, TYP1" CHAMFERSMOOTH FORMED FINISH ABOVE GRADEGROUTPOLEBOND TO INSIDE POLE SURFACEHANDHOLEBUSH CONDUITSLEVELING NUTS#3 TIES @ 12"(12)#6 EQ. SPACED AROUND PERIMETER 2" CLRCONCRETE BASE1" CND, NOTE 11.2.3.NOTES (BASE DETAILS):3'-0"STREETSTREET CURBRoanoke, Virginia 24011.2003540.344.6664 Fax 540.343.6925SFCS Inc. 305 South Jefferson Streetwww.sfcs.comInteriorsPlanningEngineeringArchitecture:PROJECT ENGINEEROFDRAWINGCOMM. NO.SHEETDATEREVISION DESCRIPTIONDRAWING TITLEAPPROVED BYCHECKED BYNO.DRAWN BY:::DATEPROJECT ARCHITECTPROJECT DESIGNER::PROJECT TITLEDRAWING NO.COMM NO.PLOT DATECADD VERSIONPLOT SCALEMENUSAVE DATENOVEMBER 04, 2020xxxGENERAL NOTESHACKWOODS VILLAS9/2/20218:11:53 AMBIM 360://19122.00 - SVWC - Hackwoods/19122.00 - SVWC - ELEC - CENTRAL.rvtCheckerAuthor19122.00SITE LIGHTINGPHOTOMETRICSPH-1CIW1" = 50'-0"PH-1ELECTRICAL SITE PLAN - PHOTOMETRICS1SITE LUMINAIRE SCHEDULELUMINAIRETYPEMANUFACTURER CATALOG NUMBER QTY TYPE NOM. WATTSINITIALLUMENSTEMP. COLOR(KELVENS)VOLTSTOTALCONNECTEDWATTSTOTAL RATEDWATTSMOUNTING FINISH REMARKSS1 AMERLUX LIGHTING DPS-2-T3-4L-BLK-DM 1 LED 82 8,890 4000 UNV 82 82 POST MOUNTED SATIN BLACK PROVIDE WITH #CBR40-1-24-S/BLKMOUNTING ANDAPRS4-12-BLK-GFCI-BTM 4" EXTRUDEDALUMINUM POLE..S2 BIEBERILLUMINATIONGROUPSILO-LED-24W-4K-120-277V-L-180-BK1 LED 24 2,000 4000 UNV 24 24 GRADE BLACK CLEAR POLYCARBONATE LENS1/16" = 1'-0"PH-1POLE BASE DETAIL - PHOTOMETRICS PLAN2ElumTools General Use Illuminance Results 3Calculation PointsNameAverage Maximum MinimumDetail Filled Region 1 fc 24 fc 0 fc1.ALL SITE LIGHTING WILL BE FULLY DOWNCAST, FULL CUTOFF, AND SHIELDED AND IN GENERAL CONFORMANCE WITH THE FREDERICK COUNTY ZONING ORDINANCE §165-201.07.TOTAL QUANITY OF FIXTURES:S1 = 44 S2 = 235 City 2nd rnd comments 8/31/21 Roanoke, Virginia 24011.2003540.344.6664 Fax 540.343.6925SFCS Inc. 305 South Jefferson Streetwww.sfcs.comInteriorsPlanningEngineeringArchitecture:PROJECT ENGINEEROFDRAWINGCOMM. NO.SHEETDATEREVISION DESCRIPTIONDRAWING TITLEAPPROVED BYCHECKED BYNO.DRAWN BY:::DATEPROJECT ARCHITECTPROJECT DESIGNER::PROJECT TITLEDRAWING NO.COMM NO.PLOT DATECADD VERSIONPLOT SCALEMENUSAVE DATENOVEMBER 04, 2020xxxHACKWOODS VILLAS11/4/202012:26:58 PMBIM 360://19122.00 - SVWC - Hackwoods/19122.00 - SVWC - ELEC - CENTRAL.rvtCheckerAuthor19122PHOTOMETRICS LIGHTFIXTURE CUTSHEETSPH-2TYPE S1 (1-5)TYPE S1 (3-5)TYPE S1 (5-5)TYPE S1 (2-5)TYPE S1 (4-5)TYPE S2 Roanoke, Virginia 24011.2003540.344.6664 Fax 540.343.6925SFCS Inc. 305 South Jefferson Streetwww.sfcs.comInteriorsPlanningEngineeringArchitecture:PROJECT ENGINEEROFDRAWINGCOMM. NO.SHEETDATEREVISION DESCRIPTIONDRAWING TITLEAPPROVED BYCHECKED BYNO.DRAWN BY:::DATEPROJECT ARCHITECTPROJECT DESIGNER::PROJECT TITLEDRAWING NO.COMM NO.PLOT DATECADD VERSIONPLOT SCALEMENUSAVE DATENOVEMBER 04, 2020xxxHACKWOODS VILLAS11/4/202012:27:01 PMBIM 360://19122.00 - SVWC - Hackwoods/19122.00 - SVWC - ELEC - CENTRAL.rvtCheckerAuthor19122PHOTOMETRICS LIGHTFIXTURE CUTSHEETSPH-3TYPE S1 POLE (1-3)TYPE S1 POLE (3-3)TYPE S1 POLE (2-3)