HomeMy WebLinkAbout51-22 Site PlanC001COVER SHEET1" = 1000'
HACKWOODS - SVWC
SITE DEVELOPMENT PLAN - PHASES 1&2
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, VIRGINIA12/07/2020
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)
08 08-09-2022 City & County Submission (Phased Plan)
09 12-07-2022 City & County Comments
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: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664
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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 08 08-09-2022
C002 Frederick County General Notes and Legend 09 12-07-2022
C003 City of Winchester General Notes and Legend 05 08-31-2021
C003A DEVELOPMENT PLAN APPROVAL LETTER 05 08-31-2021
C004 Project Information 05 08-31-2021
C005 Boundary and Existing Topography 05 08-31-2021
C100 E&S Phase I 08 08-09-2022
C100A E&S Phase I for Phase 2 Development 08 08-09-2022
C101 E&S Phase II 08 08-09-2022
C102 E&S Narrative 05 08-31-2021
C103 E&S Details 05 08-31-2021
C104 E&S Details 05 08-31-2021
C105 E&S Sediment Basin Details 06 01-18-2022
C106 E&S Sediment Basin Details for Phase 2
Development 08 08-09-2022
C200 Overall Site & Utility Plan 08 08-09-2022
C201 Site Plan 08 08-09-2022
C202 Site Plan 09 12-07-2022
C203 Site Plan 08 08-09-2022
C204 Site Plan - Phase 1 Only 08 08-09-2022
C205 Utility Plan 08 08-09-2022
C206 Utility Plan 09 12-07-2022
C207 Utility Plan 09 12-07-2022
C208 Utility Plan - Phase 1 Only 09 12-07-2022
C209 Overall Grading Plan 06 01-18-2022
C210 Grading Plan 08 08-09-2022
C211 Grading Plan 08 08-09-2022
C212 Grading Plan 09 12-07-2022
C213 Grading Plan 08 08-09-2022
C214 Grading Plan 08 08-09-2022
C215 Grading Plan 08 08-09-2022
C216 Grading Plan 09 12-07-2022
C217 Grading Plan - Phase 1 09 12-07-2022
C218 Life Safety Plan 09 12-07-2022
C219 Life Safety Details 09 12-07-2022
C300 BMP Map & VRRM Summary 06 01-18-2022
C301 SWM Divides Map 06 01-18-2022
C301A SWM OFFSITE DIVIDES MAP 05 08-31-2021
C302 SWM Profiles 09 12-07-2022
C303 SWM Details 09 12-07-2022
C304 SWM Details 08 08-09-2022
C305 SWM Details - Underground Detention 09 12-07-2022
C400 Road Profiles 05 08-31-2021
C401 Road Profiles 05 08-31-2021
C402 Road Profiles 09 12-07-2022
C403 Road Profiles 05 08-31-2021
C404 Road Profiles 05 08-31-2021
C500 Sanitary Sewer Profiles 09 12-07-2022
C501 Sanitary Sewer Profiles 08 08-09-2022
C502 Sanitary Sewer Profiles 05 08-31-2021
C503 Sanitary Sewer Profiles 05 08-31-2021
C510 Storm Sewer Profiles 08 08-09-2022
C511 Storm Sewer Profiles 09 12-07-2022
C512 Storm Sewer Profiles 08 08-09-2022
C513 Storm Sewer Profiles 09 12-07-2022
C514 Storm Sewer Profiles 09 12-07-2022
C515 Storm Sewer Calculations 08 08-09-2022
C516 Storm Sewer Calculations 08 08-09-2022
C517 Storm Sewer Calculations 08 08-09-2022
C518 Storm Channel Computations 05 08-31-2021
C520 Waterline Profiles 09 12-07-2022
C521 Waterline Profiles 09 12-07-2022
C521A Waterline Profiles 09 12-07-2022
C522 Fire Service Line Profiles 09 12-07-2022
C523 Fire Service Line Profiles 08 08-09-2022
C600 Site Details 05 08-31-2021
C601 Site Details 08 08-09-2022
C602 City of Winchester Details 09 12-07-2022
C603 VDOT Details 05 08-31-2021
C604 VDOT Details 05 08-31-2021
C605 VDOT Details 05 09-01-2021
L1.00 Layout & Materials Sheet Index 05 08-31-2021
L1.01 Layout & Materials Plan Connector Drive 05 08-31-2021
L1.02 Layout & Materials Plan Ellipse and Park
Layout 05 08-31-2021
L1.03 Layout & Materials Plan South End 05 08-31-2021
L1.04 Layout & Materials Plan Fox Road Entrance
and Meadow 05 08-31-2021
L1.05 Layout and Materials Plan East Entry Drive 05 08-31-2021
L1.06 Layout & Materials Plan South Buffers 05 08-31-2021
L3.01 Illustrative Retaining Wall Elevations 05 08-31-2021
L4.00 Detail Sheet 1 05 08-31-2021
L4.01 Detail Sheet 2 05 08-31-2021
L4.02 Detail Sheet 3 05 08-31-2021
L4.03 Stream Details 05 08-31-2021
L5.00 Soils Plan - North 05 08-31-2021
L5.01 Soils Plan - South 05 08-31-2021
L6.00 Minimum Planting Plan Overview 08 08-09-2022
L6.01 Minimum Planting Plan North End 1 09 12-07-2022
L6.02 Minimum Planting Plan North End 2 09 12-07-2022
L6.03 Minimum Planting Plan Roundabout 09 12-07-2022
L6.04 Minimum Planting Plan Park and Ellipse 09 12-07-2022
L6.05 Minimum Planting Plan Villas 7-10 09 12-07-2022
L6.06 Minimum Planting Plan Entrance and Meadow 09 12-07-2022
L6.07 Minimum Planting Plan North South Buffer 09 12-07-2022
L6.08 Typical Villa Minimum Planting 09 12-07-2022
L6.08 Wall Details 09 12-07-2022
L6.20 Minimum Planting Notes and Details 09 12-07-2022
L6.21 Minimum Plant Schedule 09 12-07-2022
PH1 Site Lighting Photometrics 05 08-31-2021
PH2 Photometrics Light Fixture Cutsheets
PH3 Photometrics Light Fixture Cutsheets
E0.3A Electrical Site Plan - Phase 1 05 08-31-2021
E0.3B Electrical Site Plan - Phase 2 05 08-31-2021
Rev. No.Date
09 12-07-2022
N/A
C002FREDERICK COUNTY GENERAL NOTES AND LEGENDRev. No.Date
09 12-07-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA12/07/2020
KAS
20-12
2039151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664
LEGEND
PROPOSED SAN. LAT. CLEANOUT
PROPOSED CENTERLINE
EXISTING SPOT ELEVATION
STORM DRAIN STRUCTURE IDENTIFIER
SANITARY MANHOLE IDENTIFIER
PROPOSED SPOT ELEVATION
EXISTING CURB AND GUTTER
PROPOSED EDGE OF PAVEMENT
EXISTING EDGE OF PAVEMENT
PROPOSED STORM SEWER WITH INLET
EXISTING STORM SEWER WITH INLET
PROPOSED TELEPHONE LINE
EXISTING TELEPHONE LINE
TRANSITION TO REVERSE CURB
PROPOSED CURB AND GUTTER
PROPOSED ELECTRIC SERVICE
EXISTING ELECTRIC SERVICE
PROPOSED SANITARY SEWER WITH MANHOLE
EXISTING SANITARY SEWER WITH MANHOLE
PROPOSED GAS LINE
EXISTING GAS LINE
FENCELINE
FLOW LINE
PROPOSED WATERLINE W/ TEE
PROPERTY LINE
EXISTING TELEPHONE PEDESTAL
EXISTING WATERLINE W/ TEE
EXISTING UTILITY POLE/GUIDE WIRE
SIGNS
PROPOSED REDUCER
EXISTING FIRE HYDRANT/VALVE/METER
INDICATES THE NUMBER OF TYP. PARKING SPACES
PARKING INDICATOR
HANDICAP PARKING
PROPOSED BUILDING ENTRANCE
VEHICLES PER DAY COUNT
PROPOSED FIRE HYDRANT/VALVE/METER
LIGHT POLE
EXISTING TREE LINE
EXISTING EASEMENT
PROPOSED EASEMENT
EXISTING CENTERLINE
EXISTING INDEX CONTOUR
EXISTING INTERMEDIATE CONTOUR
PROPOSED CONTOUR
PROJECT INFORMATION
FIRE MARSHAL'S NOTE
GENERAL PLAN AND CONSTRUCTION NOTES
Fire lane markings and signage:
Any "No Parking" signs and yellow painted curb locations will be installed
by field inspection at the direction of the Fire Marshal's Office.
GENERAL
1.Greenway Engineering, Inc. (GE) has issued this plan set based on project criteria dictated by the client and municipal codes.
This plan set is not considered complete or appropriate for construction until ALL necessary agencies have given approval AND
this plan set is signed and sealed by a licensed professional. Any work, planning, scheduling, material purchases and/or
construction prior to approvals and licensed/professional sealing will be performed at the risk of the personnel authorizing work.
GE shall be held harmless from all costs, time delays and/or material changes incurred on any work that is preformed prior to
this plan set being approved and sealed.
2.The approval of these plans in no way relieves the Developer, Contractor, Subcontractor, or any of their agents of any legal
responsibility which may be required by the code of Virginia or any County enacted local ordinance, nor does it guarantee the
issuance of any required permits by the County, State, VDOT or any other governing Agency.
3.An approved set of plans as well as all applicable permits and required documents must be available at the construction site at
all times during construction. A representative of the Developer must be available at all times.
4.GE and/or the Engineer shall not not be responsible for or have control over or charge of construction means, methods,
techniques, sequences or procedures, nor for safety precautions and programs in connection with any work shown on these
plans. GE and/or the Engineer is not responsible for any Contractor's schedules or failure to carry out the work. GE and/or the
Engineer is not responsible for acts of omissions by the Contractor, Subcontractor, or their agents, employees, or any other
person performing portions of the work.
5.Methods and materials used in the construction of the improvements herein shall conform to current County Construction
Standards and Specifications and/or current VDOT Standards and Specifications. Should a conflict between design
specifications and these plans occur the most stringent requirement shall apply.
6.The Developer and/or Contractor shall be responsible for constructing the site in accordance with the approved plans and
construction documents and the scope of work shall conform with grades, depths, dimensions, ect. shown hereon.
7.All known cemetery and/or gravesite locations have been identified on these plans. Any cemetery or gravesite shown on these
plans shall be marked and protected in accordance with state law. The developer or contractor shall be responsible for
marking, installing protecting and maintaining protection of any known sites during construction and in the event that any
unknown gravesites is discovered during construction, the Owner and Engineer must be notified immediately and adequate
protection from construction shall be installed immediately.
PERMITS AND INSPECTIONS
1.The Developer or his agent shall be responsible for obtaining all required permits from the appropriate State and/or local
agencies and to comply with their requirements and all applicable National, State and Local laws and shall be responsible for
obtaining any required permits from the Virginia Department of Environmental Quality (DEQ) or the United States Army Corp of
Engineers for any plan wetland disturbance as may be shown on these plans. They shall also be responsible the identification
and delineation of any wetlands that may be present on the construction site.
2.Prior to the initiation of any land disturbing activities the Responsible Land Disturber, Developer, or the Contractor shall obtain
a Land Disturbance Permit from the Frederick County Public Works Department and shall be responsible for filing a Virginia
Stormwater Management Program (VSMP) registration statement for the construction site as required by law . They shall also
be responsible for obtaining and maintaining on site a Stormwater Pollution Prevention Plan (SWPPP). The approval of these
plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control
Handbook.
3.Upon completion of all construction activities and permanent site stabilization, the Developer shall submit to Frederick County
Public Works Department a DEQ Notice of Termination form, a copy of the sites construction inspection log book, an engineer
certified red-lined as-built of the approved plans with computations for all permanent stormwater management facilities, water
quality, and stormwater conveyance systems, a recorded copy of the required BMP Maintenance Agreement (if needed) , any
VSMP Permit maintenance fees (if required), and a written request to Frederick County Planning for bond release. The
Developer shall also schedule a Final on site inspection with Frederick County Public Works Department.
4.The Contractor, Owner or Developer must obtain a VDOT Land Use Permit (Entrance) from the Office of the Resident Engineer,
Virginia Department of Transportation (VDOT) and provide to Frederick County prior to any construction activities within existing
State right-of-way.
5.The Contractor, Owner or Developer shall be responsible for scheduling all required State and local inspections and for the
securing of any third party inspection/testing service to insure construction compliance with these plans and specifications and
shall keep and maintain a site inspection log book. It is Greenway Engineering's recommendation that a third party
inspection/testing service be employed to ensure that project is compliant and that materials installed meet the details and
specifications in these plans.
6.Any retaining wall 2 ft. or greater in height shall designed by a Structural Engineer require the issuance of a separate building
permit.
7.Individual sign permits will be required from the Zoning Office for all free standing and/or facade signs prior to erecting the sign
and may require a separate building permit.
UTILITIES
1.The location of existing utilities shown in these plans are taken from existing available records and may not be representative of
exact locations. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities
as needed prior to construction. The contractor shall be responsible for the digging of all test holes that may be required,
whether recommended or not by these plans, to determine the exact location and elevation of existing utilities. If any conflicts
arising from this existing utility verification or if during the course of construction, any object of an unusual nature is
encountered, the contractor shall cease work in that area and immediately notify Greenway Engineering at (540) 662-4185
and/or the proper authority. Greenway Engineering or any engineer associated with these plans shall not be responsible or
liable for any construction cost that may be associated with the installation or reinstallation any utility or other improvements if
not notified of any discrepancies between actual field conditions and the approved plan.
2.The developer will be responsible for the relocation of any existing utilities which may be required as a result of his project. Any
required relocation of existing utilities should be completed prior to construction.
3.The Developer and/or Contractor shall be responsible to supply all utility companies with copies of the approved plans and
advise them that all grading shall conform to the approved plans, and further that the utility companies shall be responsible for
honoring these plans and the finished grades in the installation of their utility lines.
4.All proposed utilities to be located underground.
5.The Developer and/or Contractor shall notify operators who maintain underground utility lines in the area of proposed
excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of
excavation or demolition.
6.The developer shall be responsible for notifying Frederick Water and all other appropriate utility companies prior to construction
of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
sheets, and connections to existing lines.
7.All sanitary sewers, water mains and appurtenances shall be constructed in accordance with the current standards and
specifications of Frederick Water.
8.When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to
the Frederick County Public Works Department prior to issuance of grading and/or site development permits.
9.The developer shall be responsible for any damage to the existing streets and/or utilities which may occur as a result of
construction within or contiguous to an existing right-of-way or utility.
10.All stormwater piping and structures shown on these plans are only accurate to the inlet or manhole locations as shown hereon.
Detail design of stormwater structures were not provided to Greenway Engineering. Actual pipe alignments will be based upon
developed structural shop drawings as provided by the manufacturer. Contractor shall make adjustments to pipe alignments
base on provided shop drawings. Greenway Engineering will not be held responsible or liable for any discrepancies or changes
caused by the structural design. Contractor may submit shop drawings to Greenway Engineering for review and approval at
contractor's expense. Shop drawings will be reviewed for compliance with design plans. The Owner or Developer will be
responsible for any redesign as a result of structural shop drawing design.
11.All parking lot/street light and dry utility design shall be performed and provided separately by others. All dry utility, structural
base design, electrical design, photometrics and or other lighting information shown hereon is as specified by others and is
included for informational purposes only, as directed by the Owner, Developer and/or public agency requirements. Greenway
Engineering has not performed any lighting and/or dry utility design and does not warrant and is not responsible for the degree
and/or adequacy of illumination on this project or the adequacy of the dry utility to service the site. Any changes to the lighting
design, once the plan is approved, shall be approved by the County prior to installation.
SITEWORK
1.Refer to the Geotechnical Engineer Report for methods, materials and details for construction of all earthwork activities.
2.All vegetation, root material, topsoil, and any other unsuitable material shall be removed from the construction limits of the site
before removal or placing of fill material. Earthwork clearing shall extend a minimum of 10' beyond all building and pavement
limits with an additional 1 foot of clearance for each foot of fill required.
3.Controlled (Structural) fills shall be compacted to 95% of maximum dry density as determined by method "A" per standard
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable (Non-structural fills 85% to 90%). Structural fills shall extend a
minimum of 5' beyond the limits of all foundation elements at bearing elevation. Density shall be certified by a registered
professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has
been prepared, it should supersede the requirements in this note. No visual pumping, no rocks larger than 6-inches. Materials
classified as OL, OH, MH or PT are not suitable for use as structural fill. All fill should be placed on stable subgrades. Fill should
not be placed on surfaces that are muddy or frozen, or have not been approved by testing and/or proof-rolling. All fill material
compacted by heavy compaction equipment should be placed in maximum 10-inch loose lifts. All fill material compacted by
hand-operated tampers or light compaction equipment should be placed in maximum 4-inch loose lifts. Fill placed on sloping
ground should be properly benched into residual soils such that a smooth interface will not be present. Fill material placed
below and extending 10 feet beyond the foundations for the structure should be compacted to at least 98% of maximum dry
density as determined by the Standard Proctor Test Method (ASTM-D698).
4.All fills greater than 2 feet shall require compaction testing.
5.All fills with slopes steeper than 3:1 or more than 10 feet in height shall require a Slope Stability Analysis.
6.All fill embankments being constructed against slopes of existing embankments or hillsides; or across existing embankments,
hillsides, and depressions at a skew angle of 30 degrees or more or slopes are steeper than 4:1 shall be benched in a series of
horizontal cuts beginning at the intersection with original ground and continuing at each vertical intersection with the previous
cut. Material removed during benching shall be placed and compacted as embankment material. For existing slopes steeper
than 4:1 but less than 1 12:1, the bench shall be a minimum of 6 feet wide. For existing slopes steeper than 1 12:1 but less than
12:1, the bench shall be a minimum of 4 feet wide.
7.All pavement sections shown on these approved plans are based on a minimum CBR value of 6 and are for preliminary design
only. Final pavement design shall be based upon actual CBR values. The Contractor or Developer shall be responsible for field
tests per VDOT standards to obtain actual CBR values for final design. Final pavement designs will be approved by VDOT
and/or the Owner/Developer, which ever applicable, prior to installation. GE shall be held harmless from all costs, time delays
and/or material changes incurred on any work that is preformed prior to final pavement design approval.
8.Concrete for pads and/or sidewalks shall be a minimum Class A3 or 3000 psi (with air) and shall be placed in accordance to
ACI practices or as otherwise specified per structural design. All concrete areas requiring a separate permit shall be designed
by a registered professional structural engineer.
9.The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public
streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to
insure that public streets are maintained in a clean, mud and dust free condition at all times.
10.Warning signs, markers, barricades or flagmen should be in accordance with the State and Federal Manual on Uniform Traffic
Control Devices (MUTCD).
11.The exact location of all guard rails and paved ditches will be determined by VDOT personnel. "A joint inspection will be held
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to
determine if and where guard rail and/or paved ditches will be needed. The developer will be responsible for providing guardrail
and paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Rail
and Paved Ditch Specifications.
12.Any changes to the approved Landscape Plan shall be approved approved by the County prior to installation.
13.All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6"
diameter and conform to VDOT standard SB-1.
14.Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle
shall be provided at the construction site.
15.All excavations shall be benched according to OSHA regulations to permit safe entry.
PERMANENT STORMWATER MANAGEMENT EMBANKMENTS
1.Satisfactory fill materials for use in constructing permanent stormwater management facility embankments shall include
materials classified in ASTM D-2487 as GC, GM, SC, SM, CL, or MI groups. Soils must contain a minimum of 20% plus No. 200
sieve and be "Well Graded" material, with no stones greater than 6 inches, mixed with the clay. A minimum of three samples
shall be classified.
2.All fill areas shall be "Keyed In" and compacted in horizontal layers not to exceed a maximum loose lift of 8 inches thick. All fill
shall be compacted with a sheepsfoot, rubber-tired or vibratory roller to a density of 100% of maximum dry density with a
moisture content within +/- 2% of optimum per Standard Procter Test (ASTM D698) or the Modified Proctor Test (ASTM D1557)
as director by the geotechnical engineer. Compaction test shall be performed at one test per 5,000 square feet on each layer.
3.Principal spillway must be installed concurrently with fill placement and not excavated into the embankment. All fills beside
pipes or structures shall be placed in horizontal layers not to exceed 4 inches in depth and shall be compacted by hand
tampers. Fill material shall completely fill all spaces under and beside pipes. Equipment should not be driven within 4 feet of any
structure part during backfilling operation and shall never be driven over until compacted fill has been placed to a depth
specified by the structural live load capacity of the structure or pipe.
4.Embankments shall be constructed with a relatively impervious core and cutoff trench. Core material shall be classified as GC,
SC, or CL. The cutoff trench shall be excavated in impervious material a minimum of depth and width of 4 feet with side slopes
no steeper than 1:1 and located at or upstream of the embankment centerline. The impervious core shall extend up to the
10-year water surface elevation (see engineering design). The surface of the embankment shall be covered with a minimum 6
inches of clean topsoil and stabilized with grass.
5.Stormwater management facility earthen embankments shall not be greater than 25' in height measured from the downstream
toe of slope to the top of the embankment with embankment slopes no steeper than 2:1and a combined minimum upstream and
downstream slope of 5:1. The minimum top width of the embankment shall be 8' for embankments 14' or less in height and shall
be level.
6.Any groundwater seepage encountered during cutoff trench construction shall be drained by means of a foundation drain to the
outside/ downstream toe of the embankment slope. Foundation drains shall be downstream and outside of the limits of the
cutoff trench. The constructed foundation drain section shall be an excavated 2' x 2' trench backfilled with hand compacted #57
stone wrapped in geotextile fabric.
7.A geotechnical or construction inspector should be on site during embankment construction.
8.All embankment construction, compaction testing, and construction inspections shall be the responsibility of the site contractor.
CONSTRUCTION STAKE-OUT/ ASBUILTS
1.All stake-out to be performed by GE. If the contractor does not utilize GE for stake-out then the contractor assumes all liability
for accuracy of construction.
2.All cutsheet and grades are to be reviewed by Engineer of Record prior to issuance for construction.
3.Asbuilts of the SWM system is required to verify conformance with the approved plans. Please contact GE when installation is
complete.
4.All stormwater collection, stormwater management and water quality features must be inspected by Engineer of Record during
construction. As-built certification, required to terminate VSMP permit and bond release with the County upon the completion of
the project, must be completed by GE.
TOPOGRAPHY
1.Topography shown on this plan has been conducted per the VA Administrative code 18VAC10-20-382 and the minimum
standards and procedures set forth in chapter 4 (§ 54.1-400 et seq.) of Title 54.1 of the Code of Virginia. This plan shows the
design assumptions utilizing these accuracy standards. Inverts and other elevations shown hereon must be field verified by the
contractor prior to construction. If a discrepancy is found, the contractor shall cease work in that area and immediately notify
Greenway Engineering. Greenway Engineering shall be held harmless for any discrepancies or conflicts if not notified
immediately.
2.Contractor shall confirm all existing tie-in points of this project prior to the start of construction. GE shall be notified of any
discrepancies between actual field conditions and the approved plan prior to the start of construction.
USECLASS * TRIP RATE
TRIP GENERATION DATA
UNITS VPD
* TAKEN FROM ITE TRIP GENERATION 9TH EDITION
Parcel Identification No:53-A-64 (Inst. No. 4466)
Street Address:Not Yet Determined
Project Site Area:11.65 Acres (County), 21.31 Acres Total
Current Zoning:RP
Current Use:Unimproved
Proposed Use:Multifamily Dwellings
Previously Approved Plans:MDP #01-21, SP #03-21
Maximum Building Height:60' (80' if meets requirements in 165-402.09 Section J)
Proposed Building Height:49' (See sheet C004)
Maximum Accessory Building Height:20'
Multifamily Dwelling Units: 6 Villas with 58 units (County), 97 units Total (County & City)
Allowed Dwelling Units:20 units/acre (165-402.05(B))
Proposed Dwelling Units:5 units/acre
Required Recreation Units:1 recreation unit per 30 dwelling units (165-402.08(B))
Required Recreation Units:1.93 rec. units or equivalent value at $32,500 unit = $62,725
Proposed Recreation Units:Trail "A" and Trail "B" with associated retaining walls (equivalent value =$70,000)
Required Setbacks Provided Setbacks
From Public ROW:35' From Public ROW: 170' to Fox Drive
From Off-Street From Off-Street
Parking Lot/Driveway: 20'Parking Lot/Driveway:20' Private Access (N/A Garage units)
Side:50'Side:50'+ (120')
Rear:50'Rear:50'+ (80')
Rear for Balconies and Decks:20'Rear for Balconies and Decks:20'+ (70')
Accessory Structures:5'Accessory Structures:5'
Parking Setbacks Provided Parking Setbacks
From Street or Road ROW:10' From Street or Road ROW:10'+
From Property Lines:5' From Property Lines:5'+
Sign Setbacks Provided Sign Setbacks
Front:10'Front:N/A
Side:10'Side:N/A
Rear:10'
Minimum Building Spacing for Multifamily Residential Development is 35' (165-402.09(J))
Parking Spaces Required: 2 per dwelling unit = 2 spaces x 58 dwelling units = 116 Spaces
Parking Spaces Provided:134 Spaces
Surface: 76 Spaces (6 ADA Spaces)
Garage: 58 Spaces (1 ADA Space)
Open Space Calculations:
Required - 30% =3.50 Acres
Provided - 30% Min. =See detailed open space calculations provided on sheet L5.00
Outdoor Lighting:Outdoor lighting shall comply with §165-201.07 B and E
Signs:All signs shall conform to §165-201.06 of the Frederick County zoning ordinance. A
freestanding monument sign, not to exceed 15-ft in height and 100 square feet (SF)
in sign area, is permitted. A separate sign permit is required.
Waivers:We request waiver of curb around driveways to Villa (apartments) buildings for LID.
(165-202.03(D)(3)(c))
Continuing Care Retirement Community255 2.40/unit
58 (County)
232.80
ILU Dwellings as Part of a
39 (City)
TRAFFIC ACCESS
There are two proposed entrances located on Fox Drive to provide access to the site. Both entrances are
located within the City of Winchester. The proposed entrances have been vested with the CIty of
Winchester during the City CUP process. The entrances have been deemed acceptable by the City and will
be managed by the City of Winchester. A third access location to the site connects to the Westminster
Canterbury main campus. There are no county/VDOT entrances proposed.
WATER & SEWER DEMAND
Design intent is for multi family development in the available land bays within the county and city areas. We are anticipating a use/demand of
42,000 GPD for water and sewer usage for the whole of the site (city and county) with approximately 31,000 GPD associated with the county
side of the development. Per Frederick Water / City of Winchester agreement (copies included on sheet C004), all water and sewer services
will be provided, collected and treated by the City of Winchester.
FREDERICK COUNTY INSPECTION DEPARTMENT NOTES
1.Building shall comply with The Virginia Uniform Statewide Building Code, Section 310 (R-Residential Use Group), and
Section 311 (S-Storage Use Group) of the Virginia Building Code/2015. Other codes that apply are ICC/ ANSI A117.1-2009
Accessible and Usable Buildings and Facilities and Virginia Energy Code/2015.
2.New apartments shall meet height and area as required in T506. Buildings shall be provided with an approved NFPA 13 system.
Separation of Garage and Residential as required per T707.3.10.
3.All required exits shall meet ANSI A117.1-09.
4.An accessible route shall be provided to each common area including the pavilion.
5.Accessible parking spaces shall comply with Section 1106.2. R-2 require 2%.
6.Handicap parking shall comply with ANSI A117.1-09. Van accessible parking shall have a minimum of 11" width with 5'
unloading area or a minimum of 8' unloading area with an 8' width. Maximum 2% slope required for parking and unloading.
7.The accessible parking shall be dispersed to the various entrances.
8.Grade shall be sloped away from foundations a min 6" in 10' per compliance with Section 1804.4.
9.Retaining walls require permitting.
10.Fire pump/storage building requires a permit.
11.Please note the requirements in Chapter 17 of VBC for special inspection requirements on the type of structure
(Soils, concrete, etc.) Geotechnical report is required for soil.
N/A
C003CITY OF WINCHESTER GENERAL NOTES AND LEGENDRev. No.Date
05 08-31-2021HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA12/07/2020
KAS
20-12
2039151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664
12
735.4
12
6
100
330
400
330
To comply with Americans with Disabilities Act (ADA), the contractor shall construct the handicapped parking spaces not to
exceed 2% in slope; both in longitudinal and cross slope. Additionally, the access route from the parking space and/or
right-of-way shall not exceed 5% in longitudinal and cross slope.
1. The City's Water and Sewer Standards and Specifications are available at www.winchesterva.gov/engineering.
2. The contractor shall adhere to the standards and specifications in effect at the time of construction.
3. The contractor shall coordinate with and arrange for inspection by the City.
4. Exact locations of water and sewer services on new lines are to be coordinated with the City's inspector.
5. All waterlines are to be class 52 DIP.
CITY OF WINCHESTER GENERAL NOTES
1.All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road
and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state,
federal, or local regulations applicable. In the event of conflict between any of these standards, specifications or plans,
the most stringent shall govern.
2.All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and
VOSH Rules & Regulations.
3.When working on City of Winchester right-of-way, all traffic control, whether permanent or temporary, shall be in
accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers
must be certified in accordance with VDOT's January, 1994 (or latest edition
of) Road & Bridge Specifications, Section 104.04-C.
4.Design features relating to construction or to regulation, control and safety of traffic may be subject to change as
deemed necessary by City of Winchester.
5.Prior to initiation of work, Contractor shall be responsible for acquiring all necessary City of Winchester land use permits
for any work on City of Winchester right-of-way.
6.If required by the City of Winchester, a pre construction conference must be arranged and held by the engineer and/or
developer with the attendance of the contractor, Developer, VDOT, Engineer of Record, utility companies and the City of
Winchester prior to initiation of work.
7.Contractor shall notify the local City of Winchester when work is to begin or cease for any undetermined length of time.
City of Winchester will also require 48 hours notice for any inspection.
8.The Contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway
through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment
Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained
through construction.
9.Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction.
10.All water and sewer lines within existing or proposed City of Winchester right-of-way are to have minimum 36" cover
and, when possible, to be installed under roadway drainage facilities.
11.Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the
attention of the Engineer and the City of Winchester. Work shall cease in that vicinity until an adequate design can be
determined by the Engineer and approved by the City of Winchester.
12.All undercut areas and borrow material shall be inspected and approved by the City of Winchester inspector prior to
placement of fill.
13.All roadway fill, base, subsurface material and back fill of utility/storm sewer trenches shall be compacted in 6" lifts to
95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum
moisture for the full width of any dedicated street right-of-way. At the direction of City of Winchester Inspector density
test performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge
Specifications. A copy of all tests shall be submitted to City of Winchester prior to final City of Winchester approval.
14.VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined
necessary by City of Winchester Inspector.
15.The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet City of Winchester
minimum design standards and is the developer's responsibility.
16.If required by the City of Winchester, copies of all invoices for materials within any dedicated street right-of-way must be
provided to the City of Winchester Inspector prior to acceptance of work. Unit and total prices may be obscured.
17.Prior to acceptance by City of Winchester of any streets, any required street signage and/or pavement markings must be
installed by the developer or, at City of Winchester's discretion, by The City of Winchester on an account receivable
basis.
18.Final location of CG-12 curb ramps shall be determined by the City of Winchester's Inspector.
19.All retaining walls, enclosure walls, and fencing (non-guard rail) require separate zoning fence/wall permit application.
20. All retaining walls with 3' or more of unbalanced fill require a separate building permit.
1. Greenway Engineering, Inc. (GE) issued this plan set based on project criteria dictated by the client and municipal
codes. This plan set is not considered complete or appropriate for construction until ALL necessary agencies have
given approval AND this plan set is signed and sealed by a licensed professional. Any work, planning, scheduling,
material purchase and. or construction prior to approvals and licensed/professional sealing will be performed at the risk
of the personnel authorizing work. GE shall be held harmless from any costs, time delay and/or material changes
incurred on work started before this plan set receives approvals and seals.
2. Methods and materials used in the construction of the improvements herein shall conform to current City of Winchester
Construction Standards and Specifications and/or current VDOT Standards and Specifications.
3. The Engineer shall not have control over or charge of and shall not be responsible for construction means, methods,
techniques, sequences or procedures nor for safety precautions and programs in connection with work shown on these
plans. The Engineer is not responsible for the contractor's schedules or failure to carry out the work. The Engineer is
not responsible for acts of omissions of the contractor, subcontractor, or their agents or employees, or any other person
performing portions of the work.
4. The Contractor, Owner or Developer shall be responsible for securing any third party inspection/testing service to insure
construction compliance with these plans and specifications. It is Greenway Engineering's recommendation that a third
party inspection/testing service be employed to ensure that project is completed and materials installed to meet the
details and specifications in these plans.
5. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors
responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction.
The contractor shall be responsible for the digging of all test holes that may be required, whether recommended or not
by these plans, to determine the exact location and elevation of existing utilities. If any conflicts arising from this existing
utility verification or if during the course of construction, any object of an unusual nature is encountered, the contractor
shall cease work in that area and immediately notify Greenway Engineering at (540) 662-4185 and/or the proper
authority. Greenway Engineering or any engineer associated with these plans shall not be responsible or liable for any
construction cost that may be associated with the installation or reinstallation any utility or other improvements if not
notified of any discrepancies between actual field conditions and the approved plan.
6. The approval of these plans in no way relieve the developer, the contractor, or their agents of any legal responsibility
which may be required by the code of Virginia or any other ordinance enacted by the City nor does it guarantee the
issuance of any required permit by the City of Winchester, VDOT or any other Agency.
7. An approved set of plans and all applicable permits must be available at the construction site at all times during
construction. A representative of the developer must be available at all times during construction.
8. Prior to the initiation of any land disturbing activities, the Developer, the Contractor or the Responsible Land Disturber
shall obtain a Land Disturbance Permit from the City of Winchester Engineer's office. The Contractor, Developer or his
agent shall be responsible for obtaining a Virginia Stormwater Management Program (VSMP) Permit and shall be
responsible for the registration of the construction site as required by law. They shall also be responsible for obtaining
and maintaining on site a Stormwater Pollution Prevention Plan (SWPPP). The approval of these plans in no way
relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control
Handbook.
9. The Developer or his agent shall be responsible for obtaining any required permits from the Virginia Department of
Environmental Quality (DEQ) or the United States Army Corp of Engineers for any plan wetland disturbance as shown
on these plans. They shall also be responsible the identification and delineation of any wetlands that may be present on
the construction site.
10. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering
public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are
necessary to insure that public streets are maintained in a clean, mud and dust free condition at all times.
11. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
(VDOT) and the City of Winchester prior to any construction activities within existing State right-of-way.
12. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of this
construction project within or contiguous to the existing right-of-way.
13. Warning signs, markers, barricades or flagmen should be in accordance with the State and Federal Manual on
Uniform Traffic Control Devices (MUTCD).
14. The exact location of all guard rails and paved ditches will be determined by VDOT personnel. "A joint inspection will be
held with the Developer, City of Winchester Representatives, and Representatives of the Virginia Department of
Transportation (VDOT) to determine if and where guard rail and/or paved ditches will be needed. The developer will be
responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to Virginia
Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
15. All unsuitable material shall be removed from the construction limits of the site plan before placing embankment.
16. All pavement sections shown on these approved plans are based on a minimum CBR value of 6 and are for preliminary
design only. Final pavement design shall be based upon actual field tested CBR values. The Contractor shall be
responsible for field tests per VDOT standards to obtain actual CBR values for final design. Final pavement designs will
be approved by VDOT and/or the Owner/Developer, which ever applicable, prior to installation.
17. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6"
diameter and conform to VDOT standard SB-1.
18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be
provided to the City Engineering Department prior to issuance of grading and/or site development permits.
19. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines.
Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to
existing lines.
20. The Contractor shall be responsible to supply all utility companies with copies of the approved plans and advise them
that all grading shall conform to the approved plans, and further that the utility companies shall be responsible for
honoring these plans and the finished grades in the installation of their utility lines.
21. All utilities to be located underground.
22. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at
least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or
demolition.
23. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The
relocation should be done prior to construction.
24. All parking lot/street light and dry utility design shall be performed and provided separately by others. All dry utility and
or lighting information shown hereon is as specified by others and is included for informational purposes only, as
directed by the Owner, Developer and/or public agency requirements. Greenway Engineering has not performed the
lighting and/or dry utility design and does not warrant and is not responsible for the degree and/or adequacy of
illumination on this project or the adequacy of the dry utility to service the site.
25. All sanitary sewers, water mains and appurtenances shall be constructed in accordance with the current standards and
specifications of the City of Winchester.
26. All stormwater piping and structures shown on these plans are only accurate to the inlet or manhole locations as shown
hereon. Detail design of stormwater structures were not provided to Greenway Engineering. Actual pipe alignments will
be based upon developed structural shop drawings as provided by the manufacturer. Contractor shall make
adjustments to pipe alignments base on provided shop drawings. Greenway Engineering will not be held responsible or
liable for any discrepancies or changes caused by the structural design. Contractor may submit shop drawings to
Greenway Engineering for review and approval at contractor's expense. Shop drawings will be reviewed for compliance
with design plans. The Contractor shall be responsible for any redesign as a result of structural shop drawing design.
27. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor
AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer
and results submitted to the City of Winchester Engineering Department prior to pavement construction. If a
geotechnical report has been prepared, it should supersede the requirements in this note.
28. Refer to Geotechnical Engineer for methods, materials and details for construction of all earthwork activities.
29. Any retaining wall 2 ft. or greater in height shall require the issuance of a separate building permit.
30. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter
receptacle shall be provided at the construction site.
31. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected in accordance
with state law. In the event gravesites are discovered during construction, the owner and engineer must be notified
immediately.
32. Individual sign permits will be required from the Zoning Office for all free standing and/or facade signs prior to erecting
the sign and may require a separate building permit..
Fire Lane Markings and Signage:
Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire
Marshal's Office.
* Taken from ITE Trip Generation 9th Edition
CLASS USE DWELLING UNITS * TRIP RATE VPD
TRIP GENERATION DATA
FIRE MARSHAL'S NOTE
HANDICAPPED PARKING NOTE
GENERAL NOTES
WINCHESTER PUBLIC SERVICES NOTES
1.Construction may not begin until plans are approved and a pre-construction meeting has been held.
2.These plans are in conformance with City of Winchester standards and ordinances, any deviation or change in these
plans shall be approved by the Zoning Administrator prior to construction.
3.Signs: Signage must conform with the standards of the City of Winchester Zoning Ordinance, Section 18-8.
4.Outdoor Lighting: Any road or parking lot lighting shall conform with the standards of the City of Winchester Zoning
Ordinace Sections 19-4-13, 19-5-8, and 19-5-8.1*
PROPOSED SAN. LAT. CLEANOUT
PROPOSED CENTERLINE
EXISTING SPOT ELEVATION
STORM DRAIN STRUCTURE IDENTIFIER
SANITARY MANHOLE IDENTIFIER
PROPOSED SPOT ELEVATION
EXISTING CURB AND GUTTER
PROPOSED EDGE OF PAVEMENT
EXISTING EDGE OF PAVEMENT
PROPOSED STORM SEWER WITH INLET
EXISTING STORM SEWER WITH INLET
PROPOSED TELEPHONE LINE
EXISTING TELEPHONE LINE
TRANSITION TO REVERSE CURB
PROPOSED CURB AND GUTTER
PROPOSED ELECTRIC SERVICE
EXISTING ELECTRIC SERVICE
PROPOSED SANITARY SEWER WITH MANHOLE
EXISTING SANITARY SEWER WITH MANHOLE
PROPOSED GAS LINE
EXISTING GAS LINE
FENCELINE
FLOW LINE
PROPOSED WATERLINE W/ TEE
PROPERTY LINE
EXISTING TELEPHONE PEDESTAL
EXISTING WATERLINE W/ TEE
EXISTING UTILITY POLE/GUIDE WIRE
SIGNS
PROPOSED REDUCER
EXISTING FIRE HYDRANT/VALVE/METER
INDICATES THE NUMBER OF TYP. PARKING SPACES
PARKING INDICATOR
HANDICAP PARKING
PROPOSED BUILDING ENTRANCE
VEHICLES PER DAY COUNT
PROPOSED FIRE HYDRANT/VALVE/METER
LIGHT POLE
EXISTING TREE LINE
EXISTING EASEMENT
PROPOSED EASEMENT
EXISTING CENTERLINE
EXISTING INDEX CONTOUR
EXISTING INTERMEDIATE CONTOUR
PROPOSED CONTOUR
PROJECT INFORMATION
LEGEND
NOTES
Continuing Care Retirement Community255 2.40/unit
58 (County)
232.80
ILU Dwellings as Part of a
39 (City)
There are two proposed entrances located on Fox Drive to provide access to the site. Both entrances are located within the City of
Winchester. The proposed entrances have been vested with the CIty of Winchester during the City CUP process. The entrances have been
deemed acceptable by the City and will be managed by the City of Winchester. A third access location to the site connects to the
Westminster Canterbury main campus. There are no county/VDOT entrances proposed.
TRAFFIC ACCESS
Design intent is for multi family development in the available land bays within the county and city areas. We are anticipating a use/demand
of 42,000 GPD for water and sewer usage for the whole of the site (city and county) with approximately 31,000 GPD associated with the
county side of the development. Per Frederick Water / City of Winchester agreement (copies included on sheet C004), all water and sewer
services will be provided, collected and treated by the City of Winchester.
WATER & SEWER DEMAND
111-01-04
654 Fox Drive
9.66 Acres (City), 21.31 Acres Total
9.05 Acres
LR w/ PUD Overlay
Unimproved
Age-Restricted Multifamily Villa Dwellings
R2 (apartment) with separate U (private garage)
VA
NFPA 13R (apartment) & NFPA 13 (private garage)
35'
25'
15'
55'
49' (See sheet C004)
3 Stories & Basement
10'
15'
15'
5'
5'
5'
Total Lot Area = 9.66 Acres = 420,790 SF
Total Floor Area = 101,858 SF
Building Area/Lot Area = 0.24 < 1.0
4 Villas with 39 units (1 & 2 Bedroom) City, 97 units Total (City & County)
1 per dwelling unit = 1 space x 39 dwelling units = 39 Spaces
Use: R2 90 Spaces
Surface: 51 Spaces (4 ADA Spaces)
Garage: 39 Spaces (1 ADA Space)
Required: 45%
9.66 AC. x 0.45 = 4.35 Acres or 189,355 SF
Proposed: See detailed open space calculations provided on sheet L5.00
Parcel Identification No.
Street Address:
Project Site Area:
Disturbed Area:
Current Zoning:
Current Use:
Proposed Use:
Use Group:
Construction Type:
Sprinkler System:
Required Setbacks:
Main Buildings:
Rear:
Side:
Maximum Building Height:
Proposed Building Height:
Proposed Stories:
Parking Setback:
Front:
Rear:
Side:
Sign Setback:
Front:
Rear:
Side:
FAR Calculation:
Multifamily Dwelling Units:
Parking Required:
Parking Provided:
Open Space Calculations:
The developer has provided a larger SWM facility to contribute toward regional SWM. Due to the developer's commitment to
the enhanced SWM approach, full frontage improvements on Fox Drive are not required, and the developer has instead
provided a 5' ROW dedication and grading (mainly filling) of a 5' wide strip along Fox Drive to accommodate future road and
pedestrian improvements by others.
FOX DR PUBLIC IMPROVEMENT NOTE
N/A
C003ADEVELOPMENT PLAN APPROVAL LETTERRev. No.Date
05 08-31-2021HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA12/07/2020
KAS
20-12
2039151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664
PROPOSED TREES
100'75'INACTIVEBUFFER25'ACTIVEBUFFER10'10'10'10'10'
100' TYPE "C" FULL SCREEN
RESIDENTIAL SEPARATION BUFFER
(LANDSCAPING & 2 ROWS
ADDITIONAL EVERGREEN TREES)
PROPOSED TREES
50'30'INACTIVEBUFFER20'ACTIVEBUFFER50' TYPE "B" FULL SCREEN
RESIDENTIAL SEPARATION BUFFER
(EX. WOODLANDS & SUPPLEMENTAL TREES)
50' STRIP OF MATURE WOODLANDS
2 ROWS 6' TALL
EVERGREEN TREES
50'30'INACTIVEBUFFER20'ACTIVEBUFFER50' TYPE "B" FULL SCREEN
RESIDENTIAL SEPARATION BUFFER
(EX. WOODLANDS)
50' STRIP OF MATURE WOODLANDS
50' STRIP OF MATURE WOODLANDS 100'75'INACTIVEBUFFER25'ACTIVEBUFFER100' TYPE "C" FULL SCREEN
RESIDENTIAL SEPARATION BUFFER
(EX. WOODLANDS)50'151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664PROJECT INFORMATIONHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIARev. No.Date
05 08-31-2021
N/A
C004
12/07/2020
KAS
20-12
2039
FREDERICK COUNTY BUFFERS
NOT TO SCALE
Note:
Per 165-203.03(B)(2), supplemental evergreen plantings satisfy the opaque fence requirement.
A 50-foot-wide strip of mature woodlands satisfies the full screen requirement.
A
B
X
WV
UT
SR
C
Q
P
O
N
M
L
K
C
J
I
H
G
F
E
D
C
N 75
°23
'40
"
E
-
190
.31
'
S 20°49'42"
E - 120.43'
S 18°38'01"
E - 269.66'
S 03°1
3'
3
9
"
E
-
2
1
6.
4
0'
S 08°
0
3'
4
9"
E -
2
4
1.
7
2'
S 20°42'28" W - 965.74'N 67°09'15" W - 412.99'N 68°00'22" W - 185.50'PROPOSED CITY OF WINCHESTER
WATER ESMT.
A
B
X
W
V
U
T
S
R
C
Q
P
O
N
M
L
K
C
J
I
H
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F
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D
C
N 15°27'03" E - 385.45'
N 16°05'26" E - 282.11'
N 16°05'26" E - 282.08'
N
4
8
°
4
3
'
4
5
"
E
-
21
3
.
2
4
'
20
4
.
7
2
'
N 15°27'03" E - 385.45'
N 16°00'58" E - 215.77'
N 16°00'58" E - 215.74'
PROP. 5' ROW
DEDICATION
PROP. 5' ROW
DEDICATION
FREDERICK COUNTYCITY OF WINCHESTER151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664
SURVEY AND TOPOGRAPHIC INFORMATION
2. Aerial, horizontal and vertical control surveys were
Dated:
3. Aerial topographic mapping performed by:
1. Boundary survey was performed by:
performed by:
Date
Dated:Painter-Lewis, P.L.C.October 24, 2018
2020Greenway Engineering
Greenway Engineering January 2020 BOUNDARY AND EXISTING TOPOGRAPHYRev. No.Date
05 08-31-2021HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 60'
C005
12/07/2020
KAS
20-12
2039
ADJACENT PROPERTY OWNERS INFORMATION
P.I.N Owner
Deed Book and Page Number
or Instrument Number Zone Use
A RP Dwelling
B
53D-2-44 Meckrich LLC 120006324
RP
C 53D-1-42A Tudor Square Home 642/101 RP
D 53D-1-21 Kay V Kline 961/426 RP
E 53D-1-20 Kim J Reese 657/296 RP
F 53D-1-19 Joshua R Hamman 150008154 RP
G 53D-1-18 Philip C & Diana N Haines Trustees and Jeffery L & Nancy E Doll
Trustees 120014144 RP
H 53D-1-17 Kerrie J Bridge 190009059 RP
I 53D-1-16 Timothy W Palmer 180002935 RP
K 53D-1-14 Timothy W Emmart RP
L 53D-1-13 Kim R Greenfield 110010369 RP
M 53D-1-12 Paula R Kidwell 020022823 RP
N 53D-1-11 Margaret C Fishel 150006661 RP
O 53D-1-10 Daniel Edward & Judith Hayes Shaughnessy RP
P 53D-1-9 Charles C & Adelaide A Turnbull 050013045 RP
Q 53D-1-8 Kathryn B Hawkins 190014017 RP
R 53D-1-7 Andrew M Palmer 110008554 RP
S 53D-1-6 Diane G Tusing RP
T 53D-1-5 Rosalie B Lewis 972/1430 RP
U 53D-1-4 Timothy A Gano 848/787 RP
V 53D-1-3 Skylar B Shimp 140001875 RP
W 53D-1-2 Lyle E Cady Jr.851/592 RP
X 53D-1-1 Alicia Himes 200000628 RP
930/170
170006707
796/1378
J 53D-1-15 Ronald K Davis 040006185 RP
53D-2-43 Equity Trust Company Custodian for Benefit of Andre R Fontaine IRA 180009834 Dwelling
Dwelling
Dwelling
Dwelling
Dwelling
Dwelling
Dwelling
Dwelling
Dwelling
Dwelling
Dwelling
Dwelling
Dwelling
Dwelling
Dwelling
Dwelling
Dwelling
Dwelling
Dwelling
Dwelling
Dwelling
Dwelling
Green space
A
B
X
W
V
UT
SR
C
Q
P
O
N
M
L
K
C
J
I
H
G
F
E
D
C
LCG
LCG
LCG
LCG
LCG
LCG
LCG
AREA TO SB
#1 A=64.95
AC.FREDERICK COUNTYCITY OF WINCHESTERSSSSSSSSSSSSCFS
CFS
CFS
CFS
TO EX STR
A=0.87 AC.
C=0.80
TO 36" CFS #1
A=1.46 AC.
C=0.60
TO 24" CFS #2
A=0.59 AC.
C=0.60
*TO 12" CFS #3
A=0.26 AC.
C=0.60
CFS
CFS
LCG
CFS
LCG
CFS
LCG
131
130 799.5796792800802804806808798.5794798804806808806808804802806808804802808804800796806802798794800802DRY
STORAGE
WET STORAGE
DRY STORAGE
WET STORAGE
12" COMPOST
FILTER SOCK
DIVERSION
BERM
12" COMPOST
FILTER SOCK
DIVERSION
BERM
12" COMPOST
FILTER SOCK
DIVERSION
BERM
COMPOST FILTER SOCK TO BE
REMOVED AFTER INSTALLATION OF
UNDERGROUND SWM FACILITY SEE
NOTE 4 THIS SHEET.
TREE
SAVE
BUFFER
TREE SAVE
BUFFER
TREE SAVE
BUFFER
TREE SAVE
BUFFER
TREE SAVE
BUFFER
TREE SAVE
BUFFER
INITIAL LIMITS OF CLEARING
FOR E&S CONTROLS (E&S
PHASE 1A)
INITIAL LIMITS OF CLEARING
FOR E&S CONTROLS (E&S
PHASE 1A)
E&S PHASE 1A
(INSTALL BOX
CULVERT)
E&S PHASE 1A
(INSTALL
PERIMETER
CONTROLS)
E&S PHASE 1A
(INSTALL CE)
E&S PHASE 1A
(INSTALL CE)
E&S PHASE 1B
(INSTALL
SEDIMENT
BASIN)
E&S PHASE 1B
(INSTALL
SEDIMENT
BASIN)
E&S PHASE 1A
(OUTLET DEVICE MAY
BE INSTALLED
SIMULTANEOUSLY
WITH BOX CULVERTS)
E&S PHASE 1B
(INSTALL SEDIMENT
BASIN EMBANKMENT)
TEMPORARY
RISER
APPROX. LOCATION OF
A POTENTIAL SPRING
NOTICED DURING
GEOTECHNICAL
EVALUATION OF SITE
DESIGN HIGH WATER
(100YR STORM) = 805.12'^^^^^^^^
^
^
^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^^
^^^^^^^^
^^^
STAGING AREA
CFS
CFS
SMF
DESIGN HIGH WATER
(100YR STORM) = 805.12'800
800
796798 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664E&S PHASE IRev. No.Date
08 08-09-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 60'
C100
12/07/2020
KAS
20-12
2039
AREA OF CONCERN - CONTRACTOR TO INVESTIGATE
CONDITIONS FOR STABILITY AND CONSULT WITH A
GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL
REQUIREMENTS SHOULD IT BE DETERMINED AREA IS UNSTABLE
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
SMART FENCE/SUPER SILT FENCE
TEMPORARY DIVERSION DIKE
CULVERT INLET PROTECTION
ROCK CHECK DAMS
SILT FENCE
LIMITS OF CLEARING & GRADING
DRAINAGE DIVIDES
OUTLET PROTECTION
NO. KEY SYMBOL DESCRIPTION
3.09
3.08
3.20
3.05
3.18
3.02
LCG
OP
DD
CIP
CFS
SF
CE
CD
SAFETY FENCE/TREE PROTECTION3.01/
3.38
SAF
3.32 PS PERMANENT SEEDING
IP STORM DRAIN
INLET PROTECTION3.07
3.36 B/M SOIL STABILIZATION
BLANKETS & MATTING
EROSION/SEDIMENT CONTROL LEGEND
STORMWATER
CONVEYANCE CHANNEL3.17 SCC
TEMPORARY SEDIMENT BASIN3.14 SB
3.31 TS TEMPORARY SEEDING
SSFSMF
COMPOST FILTER SOCK
NOTES:
1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOIL STABILIZATION BLANKETS
(EC-2).
2.SUPER SILT FENCE AND ACF ENVIRONMENTAL SMART FENCE OR FILTREXX COMPOST
FILTER SOCK MAY BE USED IN LIEU OF ONE ANOTHER WITH VARIANCE FROM
FREDERICK COUNTY & CITY OF WINCHESTER BY APPROVAL OF THIS PLAN.
3.COMPOST FILTER SOCKS SHALL BE PLACED ON LEVEL CONTOUR AND ENDS PLACED
UPSLOPE TO PREVENT RUNOFF FROM BYPASING.
4.COMPOST FILTER SOCK SHOWN ACROSS WESTMINSTER CANTERBURY DRIVE IS
TEMPORARY AND ONLY TO BE INSTALLED FOR INSTALLATION OF UNDERGROUND SWM
(DETENTION) FACILITY AND TO BE REMOVED AFTER INSTALLATION IS COMPLETE AND
STABILIZED. SOCK IS ONLY TO BE INSTALLED WHILE THAT SECTION OF ROAD IS
CLOSED FOR CONSTRUCTION OF SWM FACILITY.
5.LANNY DRIVE SHALL NOT BE USED AS A CONSTRUCTION ENTRANCE FOR
DEVELOPMENT OF THIS SITE.
6.SEDIMENT BASIN SHALL REMAIN IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA
IS STABILIZED.
7.SEE SHEET C604 FOR OUTLET PROTECTION COMPUTATIONS.
8.CONTRACTOR TO INVESTIGATE LOCATION OF POTENTIAL SPRING AS NOTED IN THE
GEOTECHNICAL REPORT. FURTHER EVALUATION DURING CONSTRUCTION TO
VERIFY/DETERMINE ACTUAL NEEDS FOR DRAINAGE OF POTENTIAL SPRING AREA.
FSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWSSSSSS S
S
WWWWWWWWWWWWWWWWWWWWWW
W
W
W
W
W
W W W W
W
W
W
W
W
W
WWWWWWWWM
WMWM
WM
WM
FSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWW W W W
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRA
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE I
R
O
N
DO NOT POLLU
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IR
O
N
DO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
SNYLOPLASTDUCTILE IRONDO NOT POLL
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO
W
A
T
E
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLL
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRONDO NOT PO
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLL
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IR
O
N
DO NOT PO
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
RWAYS
NYLOPLAST
DUCTILE IRO
N
DO NOT POLL
U
T
E
D
R
A
I
N
S
T
O
WATERWAYSNYLOPLASTDUCTILE IRO
N
DO NOT POLL
U
T
E
D
R
AINS TO WATER
W
A
Y
S
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DR
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSDO NOT POLLUTE DUCTILE IRON
NYLOPLAST
DRAINS TO WAT
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POL
L
U
T
E
D
R
A
I
N
S
T
O
WATER
W
A
Y
S
DO NOT POLLUTE DUCTILE IRON
NYLOPLAST
DRAINS TO W
A
T
E
R
W
A
Y
S
DO NOT POLLUT
E
DUCTIL
E
IRON
NYLOPLAST DRAINS TO WAT
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRO
N
DO NOT POLLUT
E
D
R
A
I
N
S
T
O
W
A
TERWAY
S
18
17
16
15
14
19 20
21
22
2728
42
29
41
30
31
33
77
46
47
12
11
10
11A
12A
84
86
88
89
103 107
104
108106
105
109
87
87A
1
3A
3
128
131
130
32A
38
39
35B
73A
18
17
16
15
14
13
19 20
21
22
23
24
25A
2728
36
37
44
42
29
41
30
31
33
77B
77
7675
74
73
56
55
54
53
57
49
50
51
52
45
46
47
48
12
11
10
11A
12A
84
86
88
89
102A
103 107
104
108106
105
109
111
110
87
87A
2 1
3A
3
128
127
131
130
3232B
38
39
40
35
25
32C
56A
56B
56C
56D
56E
56F
56G
77A
56AA
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IR
O
N
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRO
N
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLA
S
TDUCTILE IRON
DO NOT PO
L
L
UTE DRA
I
N
S
T
O
W
A
T
E
R
W
AYS
NYLOPLAST
DUCTILE I
R
O
N
DO NOT POLL
U
T
E DR
A
I
N
S
T
O W
A
T
E
R
W
AYS
NYLOPLAS
T
DUCTILE IRON
DO NOT POL
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
20A
DO NOT PO
L
L
UTE
DUCTILE
IRON
NYLOPLAST DRAINS TO WATER
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
35C
35A
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
40A
40B
NYLOPLAS
T DRAINS TO WATERWAY
S
DO NOT PO
L
L
U
T
E DUCTILE IRON
109A
NYLOPLA
S
T
DUCTILE IRON
DO NOT PO
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
77C
77D
43
43A43B43C
33C33B
33A
NYLOPLAST DRAINS TO WA
T
E
RWAYS
DO NOT POLL
U
T
E DUCTILE IRO
NNYLOPLASTDRAINS TO WAT
E
RWAYS
DO NOT P
O
L
L
U
T
E DUCTILE IRON
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
45A
6 7
8
910
PROP. WET POND
PROP. WET
POND
PROP.
INGRESS/
EGRESS
EASEMENT
BOLD ROCKDRIVEFELDSPAR
CT.TRAVERTINEWAY
BOLD ROCK
DRIVE
BASALT CT.WM
102
73B
NYLOPLAST
DUCTILE IRO
N
DO NOT POLL
U
T
E
D
R
A
I
N
S
T
O
WATE
R
W
A
Y
S
PHASE 1
PHASE 2
NYLOPLAST
DUCTILE IRON
DO NOT POLLU
T
E
D
R
A
I
N
S
T
O
W
ATE
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
T
E
R
WAY
S
73C73D
FREDERICK COUNTYCITY OF WINCHESTER49A49B
PROP. TYPE 3
BARRICADE w/ ROAD
CLOSED SIGN (R11-2)
TEMPORARY
CONSTRUCTION
ACCESS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS 37A
102B
SSSSSSSSSSSSSSPROP. TYPE 3
BARRICADE w/ ROAD
CLOSED SIGN (R11-2)
DO NOT POLLUTE
DUCTILE IR
O
N
NYLOPLAST
DRAINS TO WATE
RWAYS WWWFSWFSWFSWWW
8408
3
2
850
840
830
840
810812 8128428408388368348328308088108128148168188
1
8
826
824
822
812
806
808
810
812810842 842840838836822
792799.5798.5796794798792
799.5
798.5
796
794
798 792799.5798.5796794798802
804
808
806
810
812
814
806 808806810828
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
842
846
8
4
4
826
828826818816816
818
820
810
814816 814
814
8
1
4
818
816822824
8
2
0822
824824
826828830832816
818804808810
820 820820820
840
838 836834802
804
805
796
800
802802.5
802.782683
6 812814816818820822824826828834830
826
828
830
838
840
826
828
836
8
3
4
830
8
3
2
8
3
8
83282
2
824
82482683
8
840
828
814
836
836
836
820824834
832
830
83
0
83
0
820
844
848
856
854
8
4
2
8
4
2 820820
838
836
834
832
830
828826824822801
804
802
804
805
800
805
800
799.5
798.5
798
799.5
798.5
798
798
796
800
800
798
796
806804802800798804802 804802798.5
798.7
801
801
801
814
812 02 80
INV812
814
816
818
820
806
808
8103:13
:
1 814812810808808810812814804806816814812810808806818818 8058048068043:1
3:1
02 30
INV814814
13 90
INV 812812800802804806806804802800798796800802804806808796798806806804802800792799.5798.5796794798806
804
802
800
802
804
804806806808 800794794822
822
824
822
826
820
818
820 830LCG
LCG
LCG
LCG
LCG
LCG
LCG
LCG
CFS
CFS CFS
CFS
CFS
CFS
CFS
*COMPOST FILTER SOCK TO BE
REMOVED AFTER INSTALLATION OF
UNDERGROUND SWM FACILITY
12" COMPOST
FILTER SOCK
DIVERSION
BERM
12" COMPOST
FILTER SOCK
DIVERSION
BERM
CFS
SMF
CFS
CFS
CFS
APPROX. LOCATION OF CHAIN LINK FENCE.
EXACT LOCATION TO BE DETERMINED BY
CONTRACTOR AT TIME OF INSTALLATION.
APPROX. LOCATION OF CHAIN LINK FENCE.
EXACT LOCATION TO BE DETERMINED BY
CONTRACTOR AT TIME OF INSTALLATION.
GATE
GATE
GATE
DRY STORAGE
WET STORAGE
TEMPORARY RISER
CONVERT TEMPORARY
CULVERT TO
SEDIMENT BASIN
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRA
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE I
R
O
N
DO NOT POLLU
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IR
O
N
DO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
SNYLOPLASTDUCTILE IRONDO NOT POLL
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO
W
A
T
E
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLL
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRONDO NOT PO
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLL
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IR
O
N
DO NOT PO
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
RWAYS
NYLOPLAST
DUCTILE IRO
N
DO NOT POLL
U
T
E
D
R
A
I
N
S
T
O
WATERWAYSNYLOPLASTDUCTILE IRO
N
DO NOT POLL
U
T
E
D
R
AINS TO WATER
W
A
Y
S
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DR
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSDO NOT POLLUTE DUCTILE IRON
NYLOPLAST
DRAINS TO WAT
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POL
L
U
T
E
D
R
A
I
N
S
T
O
WATER
W
A
Y
S
DO NOT POLLUTE DUCTILE IRON
NYLOPLAST
DRAINS TO W
A
T
E
R
W
A
Y
S
DO NOT POLLUT
E
DUCTIL
E
IRON
NYLOPLAST DRAINS TO WAT
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRO
N
DO NOT POLLUT
E
D
R
A
I
N
S
T
O
W
A
TERWAY
SDO NOT POLLUTE DUCTILE IRON
NYLOPLAST
DRAINS TO WAT
E
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IR
O
N
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRO
N
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLA
S
TDUCTILE IRON
DO NOT PO
L
L
UTE DRA
I
N
S
T
O
W
A
T
E
R
W
AYS
NYLOPLAST
DUCTILE I
R
O
N
DO NOT POLL
U
T
E DR
A
I
N
S
T
O W
A
T
E
R
W
AYS
NYLOPLAS
T
DUCTILE IRON
DO NOT POL
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
DO NOT PO
L
L
UTE
DUCTILE
IRON
NYLOPLAST DRAINS TO WATER
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAS
T DRAINS TO WATERWAY
S
DO NOT PO
L
L
U
T
E DUCTILE IRON
NYLOPLA
S
T
DUCTILE IRON
DO NOT PO
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST DRAINS TO WA
T
E
RWAYS
DO NOT POLL
U
T
E DUCTILE IRO
NNYLOPLASTDRAINS TO WAT
E
RWAYS
DO NOT P
O
L
L
U
T
E DUCTILE IRON
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRO
N
DO NOT POLL
U
T
E
D
R
A
I
N
S
T
O
WATE
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLU
T
E
D
R
A
I
N
S
T
O
W
ATE
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
T
E
R
WAY
S
TO STR. 56
A=0.12 AC.
C=0.54
TO EX STR
A=0.87 AC.
C=0.80
TO 36" CFS #1
A=1.46 AC.
C=0.60
TO 12" CFS #3
A=0.26 AC.
C=0.60
TO STR. 73D
A=0.00 AC.
C=0.30
TO STR. 73C
A=0.06 AC.
C=0.38
TO STR. 73B
A=0.02 AC.
C=0.38
ROOF DRAINS
TO STR. 35C & 20A
A=0.13 AC.
C=0.90
ROOF DRAINS
TO STR. 41
A=0.06 AC.
C=0.90
ROOF DRAINS
TO STR. 52
A=0.13 AC.
C=0.90
ROOF DRAINS
TO STR. 48 & 16
A=0.13 AC.
C=0.90
ROOF DRAINS
TO STR. 40B
A=0.06 AC.
C=0.90
ROOF DRAINS
TO STR. 33B & 43C
A=0.13 AC.
C=0.90
ROOF DRAINS
TO STR. 30
A=0.06 AC.
C=0.90
TO STR. 23
A=0.31 AC.
C=0.38
TO STR. 25
A=0.02 AC.
C=0.41
TO STR. 21
A=0.27 AC.
C=0.31
TO STR. 24
A=0.06 AC.
C=0.34
TO STR. 17
A=0.04 AC.
C=0.86
TO STR. 18
A=0.05 AC.
C=0.85
TO STR. 16
A=0.31 AC.
C=0.48
TO STR. 15
A=0.21 AC.
C=0.82
TO STR. 14
A=0.07 AC.
C=0.87
TO STR. 47
A=0.17 AC.
C=0.82
TO STR. 46
A=0.07 AC.
C=0.90
TO STR. 48
A=0.10 AC.
C=0.76
TO STR. 50
A=0.18 AC.
C=0.89
TO STR. 57
A=0.10 AC.
C=0.40
TO STR. 11
A=0.29 AC.
C=0.62
TO STR. 12
A=0.11 AC.
C=0.85
TO STR. 51
A=0.32 AC.
C=0.79
TO STR. 73
A=0.02 AC.
C=0.86
TO STR. 75
A=0.12 AC.
C=0.89
TO STR. 76
A=0.08 AC.
C=0.87
TO STR. 74
A=0.02 AC.
C=0.90
TO STR. 86
A=0.16 AC.
C=0.67
TO STR. 84
A=0.20 AC.
C=0.64
TO STR. 36
A=0.27 AC.
C=0.33
TO STR. 19
A=0.06 AC.
C=0.88
TO STR. 20
A=0.23 AC.
C=0.73
TO STR. 87
A=0.07 AC.
C=0.35
TO STR. 88
A=0.12 AC.
C=0.34
TO STR. 89
A=0.29 AC.
C=0.38
TO STR. 77
A=0.21 AC.
C=0.79
ROOF DRAINS
TO STR. 32C & 77C
A=0.13 AC.
C=0.90
TO STR. 30
A=0.14 AC.
C=0.85
TO STR. 42
A=0.15 AC.
C=0.88
TO STR. 29
A=0.15 AC.
C=0.78
TO STR. 33
A=0.11 AC.
C=0.90
TO STR. 37
A=0.07 AC.
C=0.69
TO STR. 28
A=0.09AC.
C=0.85
TO STR. 41
A=0.08 AC.
C=0.53
TO STR. 39
A=0.34 AC.
C=0.27
TO STR. 38
A=0.09 AC.
C=0.27
TO STR. 27
A=0.03 AC.
C=0.89
TO STR. 105
A=0.28 AC.
C=0.60
TO STR. 106
A=0.12 AC.
C=0.79
TO STR. 108
A=0.28AC.
C=0.34
TO STR. 104
A=0.03 AC.
C=0.80
TO STR. 103
A=0.09 AC.
C=0.67
TO STR. 107
A=0.92 AC.
C=0.37
TO STR. 111
A=0.70 AC.
C=0.71
ROOF DRAINS
TO STR. 25A
A=0.07 AC.
C=0.90
TO STR. 11A
A=0.20 AC.
C=0.81
TO STR. 12A
A=0.15 AC.
C=0.87
TO EX. STR. 203
A=1.80 AC.
C=0.54
TO STR. 87A
A=0.04 AC.
C=0.30
TO STR. 31
A=0.13 AC.
C=0.78
TO STR. 22
A=0.18 AC.
C=0.36
TO STR. 20A
A=0.07 AC.
C=0.87
TO STR. 35C
A=0.17 AC.
C=0.62
TO STR. 25A
A=0.09AC.
C=0.32
TO STR. 35A
A=0.14 AC.
C=0.41
TO STR. 40B
A=0.00 AC.
C=0.44
TO STR. 77C
A=0.02 AC.
C=0.90
TO STR. 56F
A=0.02AC.
C=0.46
TO STR. 56G
A=0.06 AC.
C=0.60
TO STR. 56B
A=0.00 AC.
C=0.41
TO STR. 56E
A=0.01 AC.
C=0.61
TO STR. 35B
A=0.13 AC.
C=0.30
TO STR. 44
A=0.08 AC.
C=0.79TO STR. 43A
A=0.01 AC.
C=0.90
TO STR. 43C
A=0.01 AC.
C=0.90
TO STR. 32
A=0.01 AC.
C=0.56
TO STR. 32A
A=0.00 AC.
C=0.90TO STR. 32C
A=0.02 AC.
C=0.88
TO STR. 77A
A=0.04 AC.
C=0.81
TO STR. 87B
A=0.01 AC.
C=0.85
TO STR. 73A
A=0.08 AC.
C=0.78
TO STR. 54
A=0.16 AC.
C=0.90
TO STR. 56A
A=0.01 AC.
C=0.86
TO STR. 56D
A=0.01 AC.
C=0.66
TO STR. 56C
A=0.04 AC.
C=0.40
TO STR. 56AA
A=0.02 AC.
C=0.52
TO STR. 40
A=0.02 AC.
C=0.66
TO STR. 40A
A=0.03 AC.
C=0.71
TO STR. 35
A=0.08 AC.
C=0.90
TO STR. 52
A=0.03 AC.
C=0.38
TO STR. 33B
A=0.03 AC.
C=0.90
TO STR. 37A
A=0.00 AC.
C=0.30
TO STR. 43
A=0.00 AC.
C=0.90
TO STR. 110
A=0.12 AC.
C=0.77
ROOF DRAINS
TO STR. 89
A=0.06 AC.
C=0.90
TO SEDIMENT BASIN
A=13.61 AC.
C=0.70
DESIGN HIGH WATER
(25YR STORM
CLOGGED) = 810.71'
100 YR WSE
(CLOGGED) = 811.09'
TO STR. 55
A=0.14 AC.
C=0.74 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664E&S PHASE I FOR PHASE 2 DEVELOPMENTRev. No.Date
08 08-09-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 50'
C100A
12/07/2020
KAS
20-12
2039
AREA OF CONCERN - CONTRACTOR TO INVESTIGATE
CONDITIONS FOR STABILITY AND CONSULT WITH A
GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL
REQUIREMENTS SHOULD IT BE DETERMINED AREA IS UNSTABLE
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
SMART FENCE/SUPER SILT FENCE
TEMPORARY DIVERSION DIKE
CULVERT INLET PROTECTION
ROCK CHECK DAMS
SILT FENCE
LIMITS OF CLEARING & GRADING
DRAINAGE DIVIDES
OUTLET PROTECTION
NO. KEY SYMBOL DESCRIPTION
3.09
3.08
3.20
3.05
3.18
3.02
LCG
OP
DD
CIP
CFS
SF
CE
CD
SAFETY FENCE/TREE PROTECTION3.01/
3.38
SAF
3.32 PS PERMANENT SEEDING
IP STORM DRAIN
INLET PROTECTION3.07
3.36 B/M SOIL STABILIZATION
BLANKETS & MATTING
EROSION/SEDIMENT CONTROL LEGEND
STORMWATER
CONVEYANCE CHANNEL3.17 SCC
TEMPORARY SEDIMENT BASIN3.14 SB
3.31 TS TEMPORARY SEEDING
SSFSMF
COMPOST FILTER SOCK
NOTES:
1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOIL
STABILIZATION BLANKETS (EC-2).
2.SEE SHEET C604 FOR OUTLET PROTECTION COMPUTATIONS.
NOTE: SEDIMENT BASIN #2 ONLY NEEDED
IF DOWNSTREAM SEDIMENT BASIN #1 HAS
BEEN CONVERTED TO STORMWATER
MANAGEMENT FACILITY (WET POND)
FSW
FSW
FSW
FSW
FSW
FSW
FSW FSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWG GGGGGGG
G
G SSS SSSSSS S
S
SSSSSW
W
W W
WWWWWWWWWWWWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W W W W
W
W
W
W
W
W
WWWWWWWWMWM
WM
WMWM
WM
WM
WM
GG FSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSW
FSW
FSW
FSW
FSW
FSW
FSW
FSW
FSW
FSW
FSW
FSW
FSWWM
WM
W W W W
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATE
R
W
A
Y
S
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DR
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLA
S
T
DUCTILE IRO
N
DO NOT PO
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAS
T
DUCTILE IRON
DO NOT PO
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IR
O
N
DO NOT POLLUT
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAI
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO W
A
T
E
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IR
O
N
DO NOT POLLUT
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
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
NYLOPLASTDUCTILE IRONDO NOT POLLUT
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRA
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRON
DO NOT POLLUT
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUT
E
D
R
A
I
N
S
T
O
W
A
T
E
RWAYS
NYLOPLA
S
T
DUCTILE IRON
DO NOT POLLUTE DRA
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS T
O
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO W
A
T
E
R
W
A
Y
S
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS T
O
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT P
O
L
L
U
TE DRAI
N
S
T
O
W
A
T
E
R
W
A
Y
S
DO NOT P
O
L
L
U
T
E
DUCTILE IR
O
N
NYLOPLAST
DRAINS TO
W
A
T
ERWAYS
NYLOPLAST
DUCTILE I
R
ON
DO NOT POLLU
T
E
D
R
A
I
N
S
T
O
W
ATERWA
Y
S
DO NOT POLLUTE DUCTILE IRON
NYLOPLAS
T
DRAINS TO WAT
E
R
W
A
Y
S DO NOT POLLUTE DUCTILE IRON
NYLOPLAS
T
DRAINS TO W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRON
DO NOT POL
L
U
TE DRAI
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE
D
R
A
I
N
S
TO WA
T
E
R
W
A
Y
S
18
17
16
15
14
19 20
21
22
2728
42
29
41
30
31
33
77
73
72
71
70
69
65
64
59
60
55
54
53
46
47
12
11
10
11A
12A
79
81
82
71A
83
84
86
85
88
89
103 107
104
108106
105
109
93
94
95
97
98
99
100
87
87A
1
3A
3
128
131
130
32A
38
39
35B
73A
18
17
16
15
14
13
19 20
21
22
23
24
25A
2728
36
3744
42
29
41
30
31
33
77B
77
7675
74
73
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
79
80
81
82
71A
83
84
86
85
88
89
102A
103 107
104
108106
105
109
111
110
92
93
94
95
96 97
98
99
100
87
87A
2 1
3A
3
128
127
131
130
3232B
38
39
40
35
96A
25
83A
32C
56A
56B
56C
56D
56E
56F
56G
77A
80A
56AA
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DR
AINS TO
W
A
T
E
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRO
N
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DR
A
INS TO
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRON
DO NOT POLLUT
E
DRAI
N
S
T
O
WAT
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRONDO NOT POLLU
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
20A DO NOT POLLUTE DUCTILE IR
O
N
NYLOPLAS
T
DRAINS TO WA
T
E
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
35C
35A
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
40A
40B
NYLOPL
A
S
T
DRAINS TO
W
A
T
E
R
W
A
YS
DO NOT POL
L
U
T
E
DUCTILE IR
O
N
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST
DRAINS
T
O
WATER
W
A
Y
S
DO NOT POLL
U
T
E DUCTILE IRON
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WAT
E
R
W
A
Y
S
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWA
Y
S
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
109A
82A
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLL
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
77C
77D
43
43A43B43C
33C33B
33A
61B
61A
61C
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
80C
80B
NYLOPLAS
T
DRAINS T
O
W
A
T
E
R
WAYS
DO NOT POLLU
T
E
DUCTILE
I
R
O
N
NYLOPL
A
S
T
DRAINS TO W
A
T
E
R
WAYS
DO NOT POLL
U
T
E
DUCTILE IR
O
N
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
45A
200
201
101
101A
2
1
3
4
5
6 7
8
910R=5'R=5'R=5'R=5'R=5'R=4.5'R=5'R=5'R=5'
R=5'R=5'R=5'R=10'R=5'R=
5
'R=5'R=5'
R=5'R=5'R=
5
'R=5'R=5'R=5'R=133
7.
5'
R
=
7
9
.
5
'
R=412.5'
R=1207.
5'
R=1
0
4
.
5
'
PROP. PATIO
(TYP.)
PROP.
CROSSWALK
(TYP.)
PROP. WET POND
PROP. WET
POND
RTC
RTC
RTC
RTC
3
4
5
1
2
PROP. VILLA
USE: R2
CONST. TYPE: VA
HEIGHT: 60'
AREA: 20,987 SF
(VUSBC 503)
SPRINKLER
SYSTEM: 13R
PROP. 5' S/W
PROP. 5' S/W
PROP. VILLA
USE: R2
CONST. TYPE: VA
HEIGHT: 60'
AREA: 23,402 SF
(VUSBC 503)
SPRINKLER
SYSTEM: 13R
PROP. VILLA
USE: R2
CONST. TYPE: VA
HEIGHT: 60'
AREA: 23,760 SF
(VUSBC 503)
SPRINKLER
SYSTEM: 13R
PROP. VILLA
USE: R2
CONST. TYPE: VA
HEIGHT: 60'
AREA: 23,760 SF
(VUSBC 503)
SPRINKLER
SYSTEM: 13R
PROP. VILLA
USE: R2
CONST. TYPE: VA
HEIGHT: 60'
AREA: 20,152 SF
(VUSBC 503)
SPRINKLER
SYSTEM: 13R
PROP.
CROSSWALK
(TYP.)
CG-12B
PROP.
CROSSWALK
(TYP.)
CG-12B
PROP. STAIRS
W/HANDRAIL
CG-12B
R=136
2.
5'
R=29.5'
R=29.5'
R=1182.
5'
R=38
7.5'
PROP. GARAGE
(TYP.)
PROP. GARAGE
(TYP.)
PROP. GARAGE (TYP.)
PROP. GARAGE
(TYP.)
PROP. GARAGE
(TYP.)
PROP. BALCONY
(TYP.)
PROP. BALCONY
(TYP.)
PROP. BALCONY
(TYP.)
PROP. BALCONY
(TYP.)
PROP. BALCONY
(TYP.)
58.14'
43.74'
24.0'
12
.
0
'
12.
5
'12.2'18.0'18.0'18.0'
18.0'
18.0'
18.0'26.0'26.0'11.0'18.0
'
18.0'
24.0'
18.0'12.0'11.0
'20.0
'
18.0'12.0
'12.3'12.0'12.3'20.0'18.0'12.0
'12.3
'
20.0'24.0'12.
0
'
24.0'12
.0
'
18.0'12
.0
'
12
.5
'12.0
'
20.0'
18.0'
24.0'
20.0'12.0
'10.0
'
35.0'12.0
'11.0
'5.0
'12.0
'12.0
'12.0
'12
.0
'
12.
5
'12
.0
'
12.
0
'
12.
0
'
12.
0
'
12.
0
'12.0
'12.0'12.0
'12.0'5.0
'10.0'18.0'
22.0'18.0'
22.0'
22.0'18.0
'
22.0'22.0'20.
2
'
22.0'18
.0
'
22.0'18.0
'18.0
'
22.0'20.0'12.3
'
12.
5
'
PROP.
PEDESTRIAN
BRIDGE
PROP.
PEDESTRIAN
BRIDGE
PROP. 5' TRAIL "B"
PROP. RETAINING
WALL (TYP.)
LIMITS OF
DISTURBANCE
(TYP.)
PROP.
GENERATOR
PAD (TYP.)
PROP.
GENERATOR
PAD (TYP.)
PROP.
GENERATOR
PAD (TYP.)
PROP.
INGRESS/
EGRESS
EASEMENTNOSE DOWN
CURB
11.0'R=5'R=
3
'
10
.0
'10.0
'
29.4'
11.
0
'
10.
0
'
5.0'24.0'10.
0
'5.0'18.0'
18.0'10.0'20.0'18.0'11.0'
5.0'20.0'
R=5'
10.0'
10.0'
10.0'18.0
'R=5'18.0'
R=5'R=5'R=5'R=5'
CG-12B
CG-12B
CG-12B
CG-12B
CG-12B
CG-12B
CG-12B
PROP.
CROSSWALK
(TYP.)
PROP. CROSSWALK
(TYP.)CG-6BOLD ROCKDRIVEFELDSPAR
CT.TRAVERTINEWAY
BOLD
R
O
C
K
DRIVE
BOLD ROCK
DRIVE
BOLD
R
O
C
K
DRIVE
BASALT CT.WM
PROP. ROUNDABOUT
SIGN (W2-6)
102
71B
73B
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
D
R
A
I
NS T
O
W
A
T
E
R
W
A
Y
S
PHASE 1
PHASE 2
PROP. CURB
TRANSITION
PROP.
YIELD SIGN
WWWWWWWWWWWW
W
W
W
W
W
W
NYLOPLAS
T
DUCTILE IRON
DO NOT POLLUTE
D
R
A
I
N
S
T
O WA
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRON
DO NOT POLLUT
E
D
R
A
I
N
S
T
O
W
A
T
ERW
A
Y
S
73C73D
100'75'FREDERICK COUNTYCITY OF WINCHESTERDO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS 37A
102B
SSSSSSSSSSSSSS54.9'
DO NOT PO
L
LUTE
DUCTILE IRONNYLOPLAS
T DRAINS TO WATERW
AYS WWWFSWFSWFSWWW
2FE= 864.37
1FE= 853.70
GAR= 843.703:12FE= 863.60
1FE= 852.93
GAR= 842.93
2FE= 844.33
1FE= 833.67
GAR= 823.67
2FE= 860.30
1FE= 849.63
GAR= 839.63
2FE= 842.77
1FE= 832.10
GAR= 822.10
BUILDING PAD
FUTURE
DEVELOPMENT
5R
"H"
"H"
"K"
"K"
"L"
"L"
"M"
"N"
"M"
"N"
822
820842860
854
856
858
852
862
860
854
856
858
852
854
856
858
858
860
854
856
8
4
2
8
4
0
842852
83884084284484684883483683282
8
826
824
822
842
838
838842822822822
822
842
808
810
824
820
822
81081281481681883
2
8
3
4
83
0
826824822820818
820
816
818
820
8248228248228208
1
884684
8
85
0
852
822822
822
840838
842
842 842832
830828824
826852826"I"
"I"
"J"
"J"
824
826
824
828
82
8 828844
842
844
846
848
850
852
818
816
814
812
806
8058408
3
2
850
840
830
840
810812 8128428408388368348328308088108128148168188
1
8
826
824
822
812
806
808
810
812810842 842840838836822
792799.5798.5796794798792
799.5
798.5
796
794
798 792799.5798.5796794798802
804
808
806
810
812
814
806808 808806810828
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
842
846
8
4
4
826
828826818816816
818
820
810
814816 814
814
8
1
4
818
816822824
8
2
0822
824824
826828830832816
8188048088
1
0
820 820820820
840
838 836834802
804
805
796
800
802802.5
802.782683
6 812814816818820822824826828834830
826
828
830
838
840
826
828
836
8
3
4
830
8
3
2 83883282
2
824
82482683
8
840
828
814
836
836
836
820824834
832
830
83
0
83
0
820
844
848
856
854
84
2
84
2 820820
838
836
834
832
830
828826824822801
804
802
804
805
800
805
800
799.5
798.5
798
799.5
798.5
798
798
796
800
800
798
796
8068048028007
9
8804802 804802798.5
798.7
801
80
1
801
814
812 812812800802804806806804802800798796800802804806808796798806806804802800792799.5798.5796794798806
804
802
800
802
804
804806806808 800794794822
822
824
822
826
820
818 8208
2
4 822830LCG
LCG
LCG
LCG
LCG
LCG
LCG
LCG
LCG
LCG
CFS
CFS CFS
CFS
CFS
CFS
CFS
*COMPOST FILTER SOCK TO BE
REMOVED AFTER INSTALLATION OF
UNDERGROUND SWM FACILITY
12" COMPOST
FILTER SOCK
DIVERSION
BERM
12" COMPOST
FILTER SOCK
DIVERSION
BERM
CFS
SMF
CFS
CFS
CFS
APPROX. LOCATION OF CHAIN LINK FENCE.
EXACT LOCATION TO BE DETERMINED BY
CONTRACTOR AT TIME OF INSTALLATION.
APPROX. LOCATION OF CHAIN LINK FENCE.
EXACT LOCATION TO BE DETERMINED BY
CONTRACTOR AT TIME OF INSTALLATION.
GATE
GATE
GATE
PROP.
GRAVEL
STORAGE
PAD
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATE
R
W
A
Y
S
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS T
O
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO W
A
T
E
R
W
A
Y
S
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS T
O
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRON
DO NOT P
O
L
L
U
TE DRAI
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE
D
R
A
I
N
S
TO WA
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DR
AINS TO
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DRAINS
T
O
WATER
W
A
Y
S
DO NOT POLL
U
T
E DUCTILE IRON
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WAT
E
R
W
A
Y
S
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWA
Y
S
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
TO STR. 56
A=0.12 AC.
C=0.54
TO EX STR
A=0.87 AC.
C=0.80
TO 36" CFS #1
A=1.46 AC.
C=0.60
TO 12" CFS #3
A=0.26 AC.
C=0.60
TO STR. 73D
A=0.00 AC.
C=0.30
TO STR. 73C
A=0.06 AC.
C=0.38
TO STR. 73B
A=0.02 AC.
C=0.38
ROOF DRAINS
TO STR. 80A & 101
A=0.13 AC.
C=0.90
ROOF DRAINS
TO STR. 82, 80, & 71
A=0.13 AC.
C=0.90
ROOF DRAINS
TO STR. 82A, 74, & 72
A=0.13 AC.
C=0.90
ROOF DRAINS
TO STR. 70
A=0.06 AC.
C=0.90
ROOF DRAINS
TO STR. 83, 71B, & 71A
A=0.06 AC.
C=0.90
ROOF DRAINS
TO STR. 61
A=0.13 AC.
C=0.90
ROOF DRAINS
TO STR. 35C & 20A
A=0.13 AC.
C=0.90
ROOF DRAINS
TO STR. 41
A=0.06 AC.
C=0.90
ROOF DRAINS
TO STR. 52
A=0.13 AC.
C=0.90
ROOF DRAINS
TO STR. 48 & 16
A=0.13 AC.
C=0.90
ROOF DRAINS
TO STR. 40B
A=0.06 AC.
C=0.90
ROOF DRAINS
TO STR. 33B & 43C
A=0.13 AC.
C=0.90
ROOF DRAINS
TO STR. 30
A=0.06 AC.
C=0.90
ROOF DRAINS
TO STR. 61B
A=0.13 AC.
C=0.90
ROOF DRAINS
TO STR. 94
A=0.06 AC.
C=0.90
TO STR. 23
A=0.31 AC.
C=0.38
TO STR. 25
A=0.02 AC.
C=0.41
TO STR. 21
A=0.27 AC.
C=0.31
TO STR. 24
A=0.06 AC.
C=0.34
TO STR. 17
A=0.04 AC.
C=0.86
TO STR. 18
A=0.05 AC.
C=0.85
TO STR. 16
A=0.31 AC.
C=0.48
TO STR. 15
A=0.21 AC.
C=0.82
TO STR. 14
A=0.07 AC.
C=0.87
TO STR. 47
A=0.17 AC.
C=0.82
TO STR. 46
A=0.07 AC.
C=0.90
TO STR. 48
A=0.10 AC.
C=0.76
TO STR. 50
A=0.18 AC.
C=0.89
TO STR. 57
A=0.10 AC.
C=0.40
TO STR. 11
A=0.29 AC.
C=0.62
TO STR. 12
A=0.11 AC.
C=0.85
TO STR. 51
A=0.32 AC.
C=0.79
TO STR. 61
A=0.10 AC.
C=0.80
TO STR. 66
A=0.03 AC.
C=0.30
TO STR. 67
A=0.02 AC.
C=0.52
TO STR. 65
A=0.29AC.
C=0.80
TO STR. 64
A=0.28 AC.
C=0.80
TO STR. 80
A=0.09 AC.
C=0.72
TO STR. 82
A=0.09 AC.
C=0.84
TO STR. 79
A=0.24 AC.
C=0.77
TO STR. 69
A=0.08 AC.
C=0.80
TO STR. 70
A=0.07 AC.
C=0.80
TO STR. 71
A=0.05 AC.
C=0.90
TO STR. 81
A=0.21 AC.
C=0.77
TO STR. 73
A=0.02 AC.
C=0.86
TO STR. 75
A=0.12 AC.
C=0.89
TO STR. 76
A=0.08 AC.
C=0.87
TO STR. 74
A=0.02 AC.
C=0.90
TO STR. 86
A=0.16 AC.
C=0.67
TO STR. 84
A=0.20 AC.
C=0.64
TO STR. 85
A=0.12 AC.
C=0.44
TO STR. 100
A=0.34 AC.
C=0.41
TO STR. 99
A=0.13 AC.
C=0.37
TO STR. 98
A=0.10 AC.
C=0.41
TO STR. 97
A=0.23 AC.
C=0.36
TO STR. 96
A=0.06 AC.
C=0.40
TO STR. 95
A=0.17 AC.
C=0.38
TO STR. 94
A=0.30 AC.
C=0.38
TO STR. 93
A=0.13 AC.
C=0.38
ROOF DRAINS
TO STR. 99
A=0.06 AC.
C=0.90
ROOF DRAINS
TO STR. 85 & 100
A=0.06 AC.
C=0.90
TO STR. 36
A=0.27 AC.
C=0.33
TO STR. 19
A=0.06 AC.
C=0.88
TO STR. 20
A=0.23 AC.
C=0.73
TO STR. 87
A=0.07 AC.
C=0.35
TO STR. 88
A=0.12 AC.
C=0.34
TO STR. 89
A=0.29 AC.
C=0.38
TO STR. 77
A=0.21 AC.
C=0.79
ROOF DRAINS
TO STR. 32C & 77C
A=0.13 AC.
C=0.90
TO STR. 30
A=0.14 AC.
C=0.85
TO STR. 42
A=0.15 AC.
C=0.88
TO STR. 29
A=0.15 AC.
C=0.78
TO STR. 33
A=0.11 AC.
C=0.90
TO STR. 37
A=0.07 AC.
C=0.69
TO STR. 28
A=0.09AC.
C=0.85
TO STR. 41
A=0.08 AC.
C=0.53
TO STR. 39
A=0.34 AC.
C=0.27
TO STR. 38
A=0.09 AC.
C=0.27
TO STR. 27
A=0.03 AC.
C=0.89
TO STR. 105
A=0.28 AC.
C=0.60
TO STR. 106
A=0.12 AC.
C=0.79
TO STR. 108
A=0.28AC.
C=0.34
TO STR. 104
A=0.03 AC.
C=0.80
TO STR. 103
A=0.09 AC.
C=0.67
TO STR. 107
A=0.92 AC.
C=0.37
TO STR. 111
A=0.70 AC.
C=0.71
ROOF DRAINS
TO STR. 25A
A=0.07 AC.
C=0.90
TO STR. 11A
A=0.20 AC.
C=0.81
TO STR. 12A
A=0.15 AC.
C=0.87
TO EX. STR. 203
A=1.80 AC.
C=0.54
TO STR. 87A
A=0.04 AC.
C=0.30
TO STR. 31
A=0.13 AC.
C=0.78
TO STR. 22
A=0.18 AC.
C=0.36
TO STR. 20A
A=0.07 AC.
C=0.87
TO STR. 35C
A=0.17 AC.
C=0.62
TO STR. 25A
A=0.09AC.
C=0.32
TO STR. 35A
A=0.14 AC.
C=0.41
TO STR. 40B
A=0.00 AC.
C=0.44
TO STR. 77C
A=0.02 AC.
C=0.90
TO STR. 56F
A=0.02AC.
C=0.46
TO STR. 56G
A=0.06 AC.
C=0.60
TO STR. 56B
A=0.00 AC.
C=0.41
TO STR. 56E
A=0.01 AC.
C=0.61
TO STR. 35B
A=0.13 AC.
C=0.30
TO STR. 44
A=0.08 AC.
C=0.79
TO STR. 96A
A=0.18 AC.
C=0.34
TO STR. 43A
A=0.01 AC.
C=0.90
TO STR. 43C
A=0.01 AC.
C=0.90
TO STR. 32
A=0.01 AC.
C=0.56
TO STR. 32A
A=0.00 AC.
C=0.90TO STR. 32C
A=0.02 AC.
C=0.88
TO STR. 77A
A=0.04 AC.
C=0.81
TO STR. 87B
A=0.01 AC.
C=0.85
TO STR. 73A
A=0.08 AC.
C=0.78
TO STR. 59
A=0.11 AC.
C=0.83
TO STR. 54
A=0.16 AC.
C=0.90
TO STR. 71A
A=0.07 AC.
C=0.46
TO STR. 68
A=0.04 AC.
C=0.54
TO STR. 61B
A=0.05 AC.
C=0.61
TO STR. 60
A=0.24 AC.
C=0.71
TO STR. 61C
A=0.03 AC.
C=0.82
TO STR. 56A
A=0.01 AC.
C=0.86
TO STR. 56D
A=0.01 AC.
C=0.66
TO STR. 56C
A=0.04 AC.
C=0.40
TO STR. 56AA
A=0.02 AC.
C=0.52
TO STR. 72
A=0.05 AC.
C=0.89
TO STR. 40
A=0.02 AC.
C=0.66
TO STR. 40A
A=0.03 AC.
C=0.71
TO STR. 35
A=0.08 AC.
C=0.90
TO STR. 52
A=0.03 AC.
C=0.38
TO STR. 33B
A=0.03 AC.
C=0.90
TO STR. 37A
A=0.00 AC.
C=0.30
TO STR. 43
A=0.00 AC.
C=0.90
TO STR. 82A
A=0.00 AC.
C=0.34
TO STR. 71B
A=0.03 AC.
C=0.61
TO STR. 83
A=0.01 AC.
C=0.63TO STR. 83A
A=0.01 AC.
C=0.67
TO STR. 80A
A=0.18 AC.
C=0.63
TO STR. 61A
A=0.00 AC.
C=0.50
TO STR. 110
A=0.12 AC.
C=0.77
ROOF DRAINS
TO STR. 89
A=0.06 AC.
C=0.90
DESIGN HIGH WATER
(100YR STORM) = 805.12'
DRY STORAGE
WET STORAGE
DESIGN HIGH WATER
(100YR STORM) = 805.12'
DRY STORAGE
WET STORAGE
TO STR. 55
A=0.14 AC.
C=0.74 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664E&S PHASE IIRev. No.Date
08 08-09-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 50'
C101
12/07/2020
KAS
20-12
2039
AREA OF CONCERN - CONTRACTOR TO INVESTIGATE
CONDITIONS FOR STABILITY AND CONSULT WITH A
GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL
REQUIREMENTS SHOULD IT BE DETERMINED AREA IS UNSTABLE
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
SMART FENCE/SUPER SILT FENCE
TEMPORARY DIVERSION DIKE
CULVERT INLET PROTECTION
ROCK CHECK DAMS
SILT FENCE
LIMITS OF CLEARING & GRADING
DRAINAGE DIVIDES
OUTLET PROTECTION
NO. KEY SYMBOL DESCRIPTION
3.09
3.08
3.20
3.05
3.18
3.02
LCG
OP
DD
CIP
CFS
SF
CE
CD
SAFETY FENCE/TREE PROTECTION3.01/
3.38
SAF
3.32 PS PERMANENT SEEDING
IP STORM DRAIN
INLET PROTECTION3.07
3.36 B/M SOIL STABILIZATION
BLANKETS & MATTING
EROSION/SEDIMENT CONTROL LEGEND
STORMWATER
CONVEYANCE CHANNEL3.17 SCC
TEMPORARY SEDIMENT BASIN3.14 SB
3.31 TS TEMPORARY SEEDING
SSFSMF
COMPOST FILTER SOCK
NOTES:
1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOIL
STABILIZATION BLANKETS (EC-2).
2.SEE SHEET C604 FOR OUTLET PROTECTION COMPUTATIONS.
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664
MINIMUM CONSTRUCTION STANDARDS
An erosion and sediment control program adopted with this plan must be consistent with
the VSECH for 9VAC25-840-40 minimum standards:
1.Permanent or temporary soil stabilization shall be applied to denuded areas within
seven days after final grade is reached on any portion of the site. Temporary soil
stabilization shall be applied within seven days to denuded areas that may not be at
final grade but will remain dormant for longer than 14 days. Permanent stabilization
shall be applied to areas that are to be left dormant for more than one year.
2.During construction of the project, soil stock piles and borrow areas shall be stabilized
or protected with sediment trapping measures. The applicant is responsible for the
temporary protection and permanent stabilization of all soil stockpiles on site as well
as borrow areas and soil intentionally transported from the project site.
3.A permanent vegetative cover shall be established on denuded areas not otherwise
permanently stabilized. Permanent vegetation shall not be considered established
until a ground cover is achieved that is uniform, mature enough to survive and will
inhibit erosion.
4.Sediment basins and traps, perimeter dikes, sediment barriers and other measures
intended to trap sediment shall be constructed as a first step in any land-disturbing
activity and shall be made functional before upslope land disturbance takes place.
5.Stabilization measures shall be applied to earthen structures such as dams, dikes
and diversions immediately after installation.
6.Sediment traps and sediment basins shall be designed and constructed based upon
the total drainage area to be served by the trap or basin.
a.The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre
of drainage area and the trap shall only control drainage areas less than three acres.
b.Surface runoff from disturbed areas that is comprised of flow from drainage areas
greater than or equal to three acres shall be controlled by a sediment basin. The
minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of
drainage area. The outfall system shall, at a minimum, maintain the structural integrity
of the basin during a 100-year storm of 24-hour duration. Runoff coefficients used in
runoff calculations shall correspond to a bare earth condition or those conditions
expected to exist while the sediment basin is utilized.
7.Cut and fill slopes shall be designed and constructed in a manner that will minimize
erosion. Slopes that are found to be eroding excessively within one year of
permanent stabilization shall be provided with additional slope stabilizing measures
until the problem is corrected.
8.Concentrated runoff shall not flow down cut or fill slopes unless contained within an
adequate temporary or permanent channel, flume or slope drain structure.
9.Whenever water seeps from a slope face, adequate drainage or other protection shall
be provided.
10.All storm sewer inlets that are made operable during construction shall be protected
so that sediment-laden water cannot enter the conveyance system without first being
filtered or otherwise treated to remove sediment.
11.Before newly constructed stormwater conveyance channels or pipes are made
operational, adequate outlet protection and any required temporary or permanent
channel lining shall be installed in both the conveyance channel and receiving
channel.
12.When work in a live watercourse is performed, precautions shall be taken to minimize
encroachment, control sediment transport and stabilize the work area to the greatest
extent possible during construction. Nonerodible material shall be used for the
construction of causeways and cofferdams. Earthen fill may be used for these
structures if armored by nonerodible cover materials.
13.When a live watercourse must be crossed by construction vehicles more than twice in
any six-month period, a temporary vehicular stream crossing constructed of
nonerodible material shall be provided.
14.All applicable federal, state and local requirements pertaining to working in or
crossing live watercourses shall be met.
15.The bed and banks of a watercourse shall be stabilized immediately after work in the
watercourse is completed.
16.Underground utility lines shall be installed in accordance with the following standards
in addition to other applicable criteria:
a.No more than 500 linear feet of trench may be opened at one time.
b.Excavated material shall be placed on the uphill side of trenches.
c.Effluent from dewatering operations shall be filtered or passed through an approved
sediment trapping device, or both, and discharged in a manner that does not
adversely affect flowing streams or off-site property.
d.Material used for backfilling trenches shall be properly compacted in order to
minimize erosion and promote stabilization.
e.Restabilization shall be accomplished in accordance with this chapter.
f.Applicable safety requirements shall be complied with.
17.Where construction vehicle access routes intersect paved or public roads, provisions
shall be made to minimize the transport of sediment by vehicular tracking onto the
paved surface. Where sediment is transported onto a paved or public road surface,
the road surface shall be cleaned thoroughly at the end of each day. Sediment shall
be removed from the roads by shoveling or sweeping and transported to a sediment
control disposal area. Street washing shall be allowed only after sediment is removed
in this manner. This provision shall apply to individual development lots as well as to
larger land-disturbing activities.
18.All temporary erosion and sediment control measures shall be removed within 30
days after final site stabilization or after the temporary measures are no longer
needed, unless otherwise authorized by the VESCP authority. Trapped sediment and
the disturbed soil areas resulting from the disposition of temporary measures shall be
permanently stabilized to prevent further erosion and sedimentation.
19.Properties and waterways downstream from development sites shall be protected
from sediment deposition, erosion and damage due to increases in volume, velocity
and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour
duration in accordance with the following standards and criteria. Stream restoration
and relocation projects that incorporate natural channel design concepts are not
man-made channels and shall be exempt from any flow rate capacity and velocity
requirements for natural or man-made channels:
a.Concentrated stormwater runoff leaving a development site shall be discharged
directly into an adequate natural or man-made receiving channel, pipe or storm sewer
system. For those sites where runoff is discharged into a pipe or pipe system,
downstream stability analyses at the outfall of the pipe or pipe system shall be
performed.
b.Adequacy of all channels and pipes shall be verified in the following manner:
(1)The applicant shall demonstrate that the total drainage area to the point of analysis
within the channel is one hundred times greater than the contributing drainage
area of the project in question; or
(2)(a) Natural channels shall be analyzed by the use of a two-year storm to verify that
stormwater will not overtop channel banks nor cause erosion of channel bed or
banks.
(b)All previously constructed man-made channels shall be analyzed by the use of
a 10-year storm to verify that stormwater will not overtop its banks and by the
use of a two-year storm to demonstrate that stormwater will not cause erosion
of channel bed or banks; and
(c)Pipes and storm sewer systems shall be analyzed by the use of a 10-year
storm to verify that stormwater will be contained within the pipe or system.
c.If existing natural receiving channels or previously constructed man-made channels
or pipes are not adequate, the applicant shall:
(1)Improve the channels to a condition where a 10-year storm will not overtop the
banks and a two-year storm will not cause erosion to the channel, the bed, or the
banks; or
(2)Improve the pipe or pipe system to a condition where the 10-year storm is
contained within the appurtenances;
(3)Develop a site design that will not cause the pre-development peak runoff rate
from a two-year storm to increase when runoff outfalls into a natural channel or will
not cause the pre-development peak runoff rate from a 10-year storm to increase
when runoff outfalls into a man-made channel; or
(4)Provide a combination of channel improvement, stormwater detention or other
measures which is satisfactory to the VESCP authority to prevent downstream
erosion.
d.The applicant shall provide evidence of permission to make the improvements.
e.All hydrologic analyses shall be based on the existing watershed characteristics and
the ultimate development condition of the subject project.
f.If the applicant chooses an option that includes stormwater detention, he shall obtain
approval from the VESCP of a plan for maintenance of the detention facilities. The
plan shall set forth the maintenance requirements of the facility and the person
responsible for performing the maintenance.
g.Outfall from a detention facility shall be discharged to a receiving channel, and
energy dissipators shall be placed at the outfall of all detention facilities as necessary to
provide a stabilized transition from the facility to the receiving channel.
h.All on-site channels must be verified to be adequate.
i.Increased volumes of sheet flows that may cause erosion or sedimentation on
adjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipe
system, or to a detention facility.
j.In applying these stormwater management criteria, individual lots or parcels in a
residential, commercial or industrial development shall not be considered to be separate
development projects. Instead, the development, as a whole, shall be considered to be a
single development project. Hydrologic parameters that reflect the ultimate development
condition shall be used in all engineering calculations.
k.All measures used to protect properties and waterways shall be employed in a
manner which minimizes impacts on the physical, chemical and biological integrity of
rivers, streams and other waters of the state.
l.Any plan approved prior to July 1, 2014, that provides for stormwater management
that addresses any flow rate capacity and velocity requirements for natural or man-made
channels shall satisfy the flow rate capacity and velocity requirements for natural or
man-made channels if the practices are designed to (i) detain the water quality volume
and to release it over 48 hours; (ii) detain and release over a 24-hour period the expected
rainfall resulting from the one year, 24-hour storm; and (iii) reduce the allowable peak flow
rate resulting from the 1.5, 2, and 10-year, 24-hour storms to a level that is less than or
equal to the peak flow rate from the site assuming it was in a good forested condition,
achieved through multiplication of the forested peak flow rate by a reduction factor that is
equal to the runoff volume from the site when it was in a good forested condition divided
by the runoff volume from the site in its proposed condition, and shall be exempt from any
flow rate capacity and velocity requirements for natural or man-made channels as defined
in any regulations promulgated pursuant to § 62.1-44.15:54 or 62.1-44.15:65 of the Act.
m.For plans approved on and after July 1, 2014, the flow rate capacity and velocity
requirements of § 62.1-44.15:52 A of the Act and this subsection shall be satisfied by
compliance with water quantity requirements in the Stormwater Management Act (§
62.1-44.15:24 et seq. of the Code of Virginia) and attendant regulations, unless such
land-disturbing activities are in accordance with 9VAC25-870-48 of the Virginia
Stormwater Management Program (VSMP) Regulation or are exempt pursuant to
subdivision C 7 of § 62.1-44.15:34 of the Act.
n.Compliance with the water quantity minimum standards set out in 9VAC25-870-66
of the Virginia Stormwater Management Program (VSMP) Regulation shall be deemed to
satisfy the requirements of this subdivision 19.E&S NARRATIVERev. No.Date
05 08-31-2021HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAN/A
C102
12/07/2020
KAS
20-12
2039
EROSION AND SEDIMENT
CONTROL NARRATIVE
Description: The project will consist of the construction of 10 multi-family dwellings and associated utilities and
SWM facilities. The property is located in Frederick County and the City of Winchester Virginia and zoned RP
and LR respectively. The site is located east of the intersection of Fox Drive and Fort Braddock Court. A total
of 20.95 acres will be disturbed for construction.
Date of construction: Construction will begin following plan approval and will take approximately twelve (12)
months to complete.
Existing site conditions: The site is currently wooded. The majority of the site drains from north to south to an
existing storm drain system and then to Abrams Creek. The site also drains west to east to existing storm
drain system and then to Opequon Creek. Typical slopes range between 1.5% and 16%.
Adjacent areas: The site is bounded by Fox Drive to the west, residential property to the north, south, and east.
Adjacent properties are zoned RP and LR.
Offsite areas: No offsite areas will be impacted by this project.
Soils: The existing soil conditions were obtained from the NRCS Soils Survey. Refer to the soils map this sheet.
Critical areas: No critical areas are identified with this project.
Erosion And Sediment Control Measures: Unless otherwise indicated, all vegetative and structural erosion and
sediment control measures shall be constructed and maintained according to the minimum standards and
specifications of the Virginia Erosion and Sediment Control Handbook.
Structural Measures:
Phase I:
Phase IA:
Install Safety Fence (3.01) and tree protection as shown on the plans to prevent access to critical areas.
Install Temporary Construction Entrance with Wash Rack (3.02) as shown on the plans to minimize sediment
carried onto roadway.
Install silt fence (3.05), super silt fence, and compost filter sock as shown on the plans to intercept and detain
small amounts of sediment from disturbed areas during construction in order to prevent sediment from leaving
the site.
Install storm drain inlet protection (3.07) as shown on plans to prevent sediment from entering storm drainage
systems prior to permanent stabilization of the disturbed area.
Culvert inlet protection (3.08) shall be located at culvert entrances as shown to prevent sediment from entering,
accumulating in and being transferred by the culvert prior to permanent stabilization of the disturbed area.
Install box culvert for permanent SWM facility/temporary sediment basin prior to sediment basin being
operational to allow for construction of box culverts.
Phase IB:
Install Temporary Sediment Basins (3.14), as shown on plans, to detain sediment-laden runoff from disturbed
areas long enough for the majority of the sediment to settle out.
Note: Sediment Basin #1 will become a permanent stormwater facility upon completion of the project.
Contractor is to install the permanent SWM structures associated with the pond during Phase I E&S measures.
The structure must be modified in order to serve as temporary sediment basins. SWM basins shall not be
converted from temporary sediment basins until their respective drainage areas are completed and fully
stabilized.
Outlet protection (3.18) shall be installed on all outlets as shown on the plan sheets.
Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1 or greater)
and as needed to stabilize disturbed areas.
Soil stabilization blankets & matting (3.36) shall be installed over steep 3:1 or greater cut and fills slope which
have been brought to final grade and seeded to protect from rill and gully erosion.
Phase II:
Phase I controls shall remain into Phase II for the duration of the project or until drainage area is stabilized.
Culvert inlet protection (3.08) shall be located at culvert entrances as shown to prevent sediment from entering,
accumulating in and being transferred by the culvert prior to permanent stabilization of the disturbed area.
Outlet protection (3.18) shall be installed on all outlets as shown on the plan sheets.
Fill slope surface shall be left in a roughened condition to reduce erosion, see Plate 3.29-4. Contractor shall
redirect the concentrated flow away from the fill slope by installing diversion dike and divert the runoff to
sediment traps or sediment basins.
Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1 or greater)
and as needed to stabilize disturbed areas.
Vegetative Measures:
Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after final
grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven (7) days
to denuded areas that may not be at final grade but will remain dormant for longer than fourteen (14) days.
Permanent soil stabilization shall be applied to all areas that are to be left dormant for more than one year.
Topsoil that has been stockpiled shall be surrounded with silt fence and protected by mulch and/or temporary
vegetation immediately after grading.
All earth berms, diversions and sediment trap embankments are to be machine-compacted, seeded and
mulched (hay mulch or straw) for temporary and/or permanent vegetative cover immediately after construction
Erosion control mats shall be installed over steep (3:1) cut and fills slope which have been brought to final
grade and seeded to protect from rill and gully erosion.
Management Strategies:
Construction shall be sequenced such that grading operations will begin and end as quickly as possible.
The site superintendent shall be responsible for the installation and maintenance of all erosion and
sediment control measures. Maintenance of these measures throughout the project is critical to the
effectiveness of the program.
After areas above controls have been stabilized, the controls shall be cleaned up and removed.
Electric power, telephone, storm, sanitary, water & gas supply trenches are to be compacted, seeded
and mulched within five (5) days after backfilling. No more than 500 feet are to be open at any one time.
All cut and fill slopes are to be seeded and mulched within five (5) days of completion of grading.
Drainage swales shall be stabilized with check dams until vegetation has been well established, at which
time the check dams shall be removed.
Devices listed above are considered minimum erosion and sediment controls. Additional control
measures may be necessary due to contractor phasing or other unforeseen conditions. It is the
contractor's responsibility to provide additional measures to those shown, as needed, in order to control
erosion and contain sediment on site. All measures shall be installed according to the standards and
specifications in the Virginia Erosion and Sediment Control Handbook.
Stormwater Management:
Increased runoff from this development will be controlled by the Project's stormwater management
facilities.
Maintenance Program:
All control measures shall be inspected daily by the site superintendent or his representative and within
24 hours after any storm event greater than 0.5 inches of rain per 24-hour period. Any damaged
structural measures are to be repaired by the end of the day. Seeded areas shall be checked regularly
to ensure that a good stand of grass is maintained. All areas shall be fertilized and reseeded as needed
until grass is established.
Trapped sediment is to be removed as required to maintain 50% trap efficiency and disposed of by
spreading on site.
Inlet protection shall be checked regularly for sediment build-up. If the gravel outlet is clogged by
sediment, it shall be removed and cleaned or replaced immediately.
The contractor is responsible for keeping existing public roads in a clean, dust and mud free, condition at
all times.
Erosion and sediment control program:
Phase I
Phase IA
1.Hold pre-construction meeting on site with inspector.
2.Install construction entrance.
3.Clearing and grubbing for sediment control devices only. Initial limits of clearing and grading shown
for installation of sediment control devices.
4.Placement of sediment control devices (perimeter sediment controls).
5.Install double box culvert for permanent SWM facility/temporary sediment basin.
Phase IB
6.Install temporary sediment basin.
7.Obtain inspector's approval prior to beginning grading operations.
8.Clear and grub main area of site protected by installed E&S controls.
Phase II
9.Rough grade remainder of site.
10.Install drainage devices with sediment control.
11.Final grading.
12.Restoration and stabilization of disturbed areas.
13.Clean road box culverts of any remaining sediment.
14.Remove erosion and sediment control measures with the approval of the inspector. ALL areas to be
stabilized 100% prior to installation of wetland cells and or bioretention basins.
Note: The Frederick County Public Works and Engineering Department or The City Of Winchester retain
the right to add and/or modify these erosion and sediment control measures during the
construction process, within reason, to ensure adequate protection to the public and the
environment.
Seeding schedule (soil stabilization):
1.All permanent seeding shall be in accordance with section 3.31 & 3.32 of the VESCH.
2.Spread topsoil at a minimum depth of four (4) inches.
3.Incorporate pulverized agricultural limestone into the topsoil at a rate of 92 lbs. per 1,000 square
feet (2 tons per acre).
4.Fertilize with 10-10-10 fertilizer at a rate of 23 lbs per 1,000 square feet (1,000 lbs per acre).
5.Seed all areas with a seed mix consisting of 67% Kentucky 31 Tall Fescue and 33% Red Top
Clover.
6.Mulch all seeded areas with straw mulch applied at a rate of 3,500 lbs per acre anchored with
cutback or emulsified asphalt applied at a rate of 200 gallons per acre.
Dust control:
1.Temporary seeding shall be applied to all disturbed areas subject to little or no construction traffic.
2.All haul roads and other heavy traffic routes shall be sprinkled with water until the surface is wet and
repeated as needed to control dust.
Permanent Stormwater Management Facility Maintenance Program:
This project has been designed to provide water quantity and water quality protection
measures per the Virginia Department of Environmental Quality requirements. Below is a
project specific list of tasks for inspection and maintenance with references to maintenance
documents published by other parties but considered a part of this program. Please review
this document and all referenced documents at the start of the maintenance program to fully
understand the needs for proper operation and maintenance of these installed stormwater
management facilities.
At a minimum, the following inspection and maintenance items must be provided for the
facilities included in this program.
Task Frequency
Vegetation Maintenance Twice Per Year
(keep structures clear/berms free of woody species)
Inspection for animal burrows Twice per Year
Repair/eradicate invasive animals Within 30 days of inspection
Visual Inspection for proper operation Monthly or after a significant rain
event
(removal of trash, removal of blockage, erosion)
Visual Inspection of BMP orifices in SWM Ponds 2,8 Monthy
Repair of damage due to rain events Within 30 days of inspection
(repair erosion, remove sediment, remove blockage)
If any of the inspections result in finding damage or blocked structures, the owner must take
action to make the necessary repairs. All repair and damage must be back to original
conditions shown in the construction plans.
For more detailed information on inspection and maintenance of specific design items shown
on the construction plans please refer to either the “VDOT BMP Maintenance Manual - June
2016' (available at
http://www.virginiadot.org/business/resources/BMP_Maintenance_Manual_20160913.pdf ) or
the Virginia Department of Environmental Quality's Stormwater Management's stormwater
publications (available at
http://www.deq.virginia.gov/Programs/Water/StormwaterManagement/Publications.aspx).
DEQ publications will provide details for specific water quantity or water quality design
methods. If the project includes proprietary stormwater treatment systems, please refer to
the manufacturer's recommendations for inspection, operation and maintenance to ensure
the systems operate at the design parameters.
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664E&S DETAILSRev. No.Date
05 08-31-2021HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAN/A
C103
12/07/2020
KAS
20-12
2039
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664E&S DETAILSRev. No.Date
05 08-31-2021HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAN/A
C104
12/07/2020
KAS
20-12
2039
102
101
100FLOWFLOW
2"x2" WOODEN STAKES
PLACED @ 10' O.C.
COMPOST FILTER
SOCK
EXISTING
CONTOURS
UNDISTURBED AREA
PLAN VIEW
COMPOST FILTER
SOCK
2" x 2" WOODEN STAKES
PLACED @ 10' O.C.
BLOWN / PLACED
FILTER MEDIA
UNDISTURBED AREADISTURBED AREA
SECTION VIEW
NOTES:
1.COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE SOCK
SHALL BE EXTENDED AT LEAST 8' UP SLOPE AT 45° TO THE MAIN SOCK ALIGNMENT.
2.TRAFFIC SHALL NOT BE PERMITTED TO CROSS FILTER SOCKS.
3.ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2 THE ABOVE GROUND HEIGHT
OF THE SOCK AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN.
4.SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL
BE REPAIRED ACCORDING TO MANUFACTURER'S SPECIFICATIONS OR REPLACED WITHIN 24 HOURS
OF INSPECTION.
5.BIODEGRADABLE FILTER SOCK SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS
AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MANUFACTURER'S
RECOMMENDATIONS.
6.UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE
SOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH
SHALL BE CUT OPEN AND THE MULCH SPREAD AS A SOIL SUPPLEMENT.
7.COMPOST SHALL MEET THE FOLLOWING STANDARDS OR APPROVED MANUFACTURER'S
RECOMMENDATIONS.
ORGANIC MATTER CONTENT
ORGANIC PORTION
Ph
MOISTURE CONTENT
PARTICLE SIZE
SOLUBLE SALT CONCENTRATION
80% - 100% (DRY WEIGHT BASIS)
FIBROUS AND ELONGATED
5.5 - 8.0
35% - 55%
98% PASS THROUGH 1" SCREEN
5.0 dS MAXIMUM
COMPOST FILTER SOCK
DISTURBED AREA
12" MIN.
TABLE 4.2
Material Type 3 mil HDPE 5 mil HDPE 5 mil HDPE
Multi-Filament
Polypropylene
(MFPP)
Heavy Duty
Multi-Filament
Polypropylene
(HDMFPP)
Material
Characteristics
Photo-
degradable
Photo-
degradable
Bio-
degradable
Photo-
degradable
Photo-
degradable
12"
18"
24"
32"
12"
18"
24"
32"
12"
18"
24"
32"
12"
18"
24"
32"
12"
18"Sock Diameters
Mesh Opening 3/8"3/8"3/8"3/8"1/8"
Textile Strength 26 psi 26 psi 44 psi 202 psi
100% at
1000 hr.
100% at
1000 hr.
23% at
1000 hr.
23% at
1000 hr.
Ultraviolet
Stability %
Original Strength
(ASTM G-155)
2 years1 year6 months9 months6 months
Minimum
Functional
Longevity
Twy-ply systems
Inner Containment Netting
Composite Polypropylene Fabric
(Woven layer & non-woven fleece
mechanically fused via needle punch)
HDPE biaxial net
Continuously wound
Fusion-welded junctures
3/4" x 3/4" Max. aperture size
Outer Filtration Mesh
3/16" Max. aperture size
Sock fabrics composed of burlap may be used on projects lasting 6 months or less.
Table 4.1
COMPOST SOCK FABRIC MINIMUM SPECIFICATIONS
Filtrexx & JMD
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664E&S SEDIMENT BASIN DETAILSRev. No.Date
06 01-18-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAN/A
C105
12/07/2020
KAS
20-12
2039
SEDIMENT BASIN CONVERSION TO SWM BASIN NOTES:
1.THE DETAIL ABOVE SHOWS THE PERMANENT RISER AND OUTFALL STRUCTURE IN COLOR GRAY AND
TEMPORARY E&S MODIFICATIONS TO THE SEDIMENT BASIN ARE SHOWN IN BLACK.
2.INSTALL PRINCIPAL RISER , OUTLET PIPE, AND DAM EMBANKMENT AS SHOWN ON SWM POND DETAIL
SHEETS.
3.E&S MEASURES TO REMAIN UNTIL UPSTREAM AREAS ARE PERMANENTLY STABILIZED.
4.DURING E&S PHASE, WHILE IN USE AS A SEDIMENT BASIN, INSTALL A TEMPORARY E&S RISER ON THE
LOW FLOW (ORIFICE) REVERSE PIPE WITH TEMPORARY DEWATERING ORIFICE AND DEWATER DEVICE.
5.TO CONVERT FROM SEDIMENT BASIN TO SWM BASIN
-DEWATER BASIN AS NECESSARY USING PUMPED WATER FILTER BAG.
-REMOVE ALL ACCUMULATED SEDIMENT FROM THE BOTTOM OF THE BASIN.
-REGRADE BASIN BOTTOM TO MATCH PROPOSED GRADING SHOWN ON THE GRADING PLAN AND
POND DETAIL SHEETS.
-REMOVE TEMPORARY E&S RISER AND DEWATERING DEVICE.
-INSTALL POND GCL LINER
-INSTALL ENDWALL AND BMP TRASH RACK ON END OF LOW FLOW REVERSE PIPE.
-SEE SHEETS C303 AND C304 FOR SWM BASIN DETAILS.
STORMWATER MANAGEMENT BASIN 1
PRINCIPAL RISER SECTION
SEDIMENT BASIN CONVERSION
NTS
100 YR WS ELEV = 805.12'
INV.=797.0
PROP. TOP OF RISER
ELEV =802.60
18" RCP ASTM C-361
(RUBBER GASKETS W.T. 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
0.5'TOP OF RISER= 809.60'
TEMP. PERFORATED POLYTHYLENE
DRAINAGE PIPE DEWATERING SYSTEM.
SEE DETAIL THIS SHEET
TRASH RACK & ANTI-VORTEX
DEVICE NOT SHOWN FOR CLARITY
DRY STORAGE
ELEV = 809.60'
WET STORAGE
ELEV = 808.00'
2 YR WS ELEV
= 809.64'
25 YR CLOGGED
WS ELEV = 810.71'
100 YR CLOGGED
WS ELEV = 811.09'
PROP.
G
R
A
D
E
=
3
:
1
PRO
P
.
G
R
A
D
E
=
3
:
1
TOP OF EMBANKMENT
ELEV= 813.90'
INV. OUT = 802.30'
ORIFICE INV. = 808.00'
6" ORIFICE
4'2.5'8'X8'
1/4" STEEL PLATE
5.3'X5.3' ANTI-SEEP COLLARS
4:1 PHREATIC LINE
TEMP. RISER FOR E&S
10' CL I
RIP-RAP
2'
INV. IN = 802.80'
TEMPORARY 100' - 36" CMP @0.50%
EX. GRADE
49A
49B 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664E&S SEDIMENT BASIN DETAILS FOR PHASE 2 DEVELOPMENTRev. No.Date
08 08-09-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAN/A
C106
12/07/2020
KAS
20-12
2039
2 YR Routing
25 YR Routing
100 YR Routing
Primary = Riser Structure
Primary = Riser Structure
Primary = Riser Structure
·
·
·
LO
W
VO
L
T
A
G
E
U0
1
FIR
E
P
U
M
P
U02
1 2
2
3
4
5
66
667
7
8
9
101112
13
14
15
16
ELE
C
T
R
I
C
B
E
L
L
8"
6"
6"
6"6"6"
6"6"6"
6"
FIRE
P
U
M
P
U02
LOW
VO
L
T
A
G
E
U01
4"FD-
4
4"FD-
4
3"V
U
P
3"V
U
P
,
3"V
T
R
4"
4"4"4"
4"
4"S
A
N
,
R
E
F
E
R
T
O
C
I
V
I
L
SW
G
S
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
GC
O
INV
E
L
E
V
=
-
3
'
-
0
"
±
B
F
F
BEL
F
L
BEL
F
L
AB
V
C
L
G
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
T
E
RW
A
Y
S
NYLOPLAS
T
DUCTILE IRO
N
DO NOT PO
L
L
U
T
E
D
RA
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAI
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAIN
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLU
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLU
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
DO NOT POLLU
T
E
DUCTILE IR
O
N
NYLOPLAS
T
DRAINS TO WAT
E
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRO
N
NYLOPLAST
DRAINS TO WATE
R
W
A
Y
S
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYSNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IR
O
N
DO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
DO NOT POLLU
T
E
DUCTILE
I
R
O
N
NYLOPL
A
S
T
DRAINS TO W
A
T
E
R
W
AY
S
NYLOPLAST
DUCTILE IRO
N
DO NOT POLLU
T
E
D
R
A
IN
S
T
O
W
AT
E
R
W
A
YS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
T
ER
W
A
Y
S
NYLOPLAST
DUCTILE IRON DO NOT POLLUTE DR
A
I
N
S
T
O
W
A
T
E
R
WA
Y
S
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLU
T
E
DUCTILE IR
O
N
NYLOPLAS
T
DRAINS TO WA
T
E
R
W
A
YS
DO NOT POLLUTE
DUCTILE IRO
N
NYLOPLAST
DRAINS TO WATE
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRO
N
NYLOPLAST
DRAINS TO WATE
R
W
A
Y
S
DO NOT POLLUT
E
DUCTILE IR
O
N
NYLOPLAS
T
DRAINS TO WATE
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLU
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE D
R
A
I
N
S
T
O
W
ATERWA
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POL
L
U
T
E
D
R
A
I
NS TO W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE D
R
A
I
N
S
T
O
WATERW
A
Y
S
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUT
E
DUCTILE I
R
O
N
NYLOPLA
S
T
DRAINS TO WA
T
E
R
W
A
YS
DO NOT POLLUT
E
DUCTILE I
R
O
N
NYLOPLA
S
T
DRAINS TO WA
T
E
R
W
A
YS
DO NOT POLLU
T
E
DUCTILE I
R
O
N
NYLOPLA
S
T
DRAINS TO WA
T
E
R
W
A
YS
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
DO NOT POL
L
U
T
E
DUCTILE
I
R
O
N NYLOPLAST
DRAINS TO
W
A
T
E
R
WA
Y
S
NYLOPLAST DRAINS TO WATERWAYSDO NOT POLLUTE DUCTILE IRON DO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSDO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYSDO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
MAIN
T
E
N
A
N
C
E
M01
17
7
11
14 18
19
4"
4"
4"
MAINT
E
N
A
N
C
E
M01
3/4"C
W
S
E
R
V
I
C
E
,
R
E
F
E
R
T
O
CIVIL
D
W
G
S
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
BEL G
R
A
D
E
3/4"
3/4"C
W
U
P
3/4"WH-1@ 1'-6
"
A
F
F
DO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYS
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
DO NOT POLLUTE
DUCTILE IRO
N
NYLOPLAST
DRAINS TO WATE
R
W
A
Y
S
BOLD R
O
C
K
DRIVE FELDSPARCT.TRAVERTINEWAYBOLD ROCKDRIVE
BOLD ROCKDRIVEBOLD ROCKDRIVE
BASALT
CT.WMNYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS PHASE 1PHASE 2NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
FREDERICK COUNTY
CITY OF WINCHESTER
DO NOT POLLUTE
DUCTILE IRO
N
NYLOPLAST
DRAINS TO WATE
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
B2E2G2H2I2J2BCDFGHJKLM2NOPIC2D2F2K2EAF33421561079847.96'
108.21'141.66'249.99'435.39'60.07'567.79'485.83'496.83'80.14'76'
90.34'159.35'217.78'494.56'347.73'337.11'208.24'456.66
'
211.02'582.78'54.89'353.37'360.3'85.81'220.56'420.28'449.37'43.74'87.29'116.74'343.78'102.3'92.67'226.17'363.86'119.95'144.7'131.99'170.83'217.07'233.32'237.8'260.89'280.69'58'5.51'4
9
.
5
'26.59'30.25'43.03
'
32.26'
22.93'
24.89'36.52'
73.27'
57.43'59.32'29.66'34.4'32.2'32.2'33.18'38.
4
2
'
23.86'
23.38'
22.93'
21.44'MPHASE 1PHASE 21450 1440146114711430142061014106001400163167OVERALL SITE & UTILITY PLAN
HACKWOODS - SVWC
LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT
CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA
151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G I N E E R I N GSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #51-22CITY OF WINCHESTERSP NUMBER: SP-20-664Rev. No.Date0808-09-20221" = 60'C20012/07/2020KAS20-12 2039SHEETS C203 & C207SHEETS C201 & C205SHEETS C202 & C206
N 67°09'15" W - 412.99'N 68°00'22" W - 185.50'N 15°27'03" E - 385.45'
N 15°27'03" E - 385.45'
N 16°00'58" E - 215.77'
N 16°00'58" E - 215.74'
NYLOPLAST
DUCTILE IRONDO NOT POLLU
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLL
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLL
U
T
E
D
R
AI
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPL
A
S
T
DUCTILE
I
R
O
N
DO NOT
P
O
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLA
S
T
DUCTILE I
R
O
N
DO NOT PO
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
SNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST
DUCTILE IRONDO NOT POLLU
T
E
D
R
AI
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLL
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAY
S
NYLOPLASTDUCTILE IRONDO NOT
P
O
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLA
S
T
DUCTI
L
E
I
R
O
N
DO NOT PO
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTIL
E
I
R
O
N
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAI
N
S
T
O
W
A
TERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE D
R
A
I
N
S
T
O
WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLA
S
T
DUCTILE IRO
N
DO NOT POLLU
T
E
D
R
A
INS TO
W
A
T
E
R
WAYS
DO NOT POLLUTE DUCTILE IRONNYLOPLAST
DRAINS
T
O
W
A
T
ERWAY
S
18
17
16
15
14
19 20
21
22
2728
42
29
41
30
31
33
46
47
12
11
10
11A
12A
89
109
1
3A
3
128
131
130
32A
38
39
35B
18
17
16
15
14
13
19 20
21
22
23
24
25A
2728
36
37
44
42
29
41
30
31
33
57
49
50
51
52
45
46
47
48
12
11
10
11A
12A
89
109
111
110
2 1
3A
3
128
127
131
130
3232B
38
39
40
35
25
32C
56A
56B
56C
56D
56E
56F
56G
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE
I
R
ON
DO NOT POLLUTE DRAINS TO WATERW
A
Y
SNYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS
TO
W
A
T
ERWAY
S
NYLOPLAST
DUCTILE
I
R
ON
DO NOT POLLUTE DRAINS TO WATER
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUT
E
D
R
A
I
NS TO W
A
T
E
R
W
AYS
NYLOPLASTDUCTILE IRON
DO NOT POLL
U
T
E D
R
A
INS
T
O
WAT
E
RWA
Y
S
NYLOPLA
S
T
DUCTILE I
R
O
N
DO NOT P
O
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
20A
DO NOT POLLUT
E DUCTILE IRO
N
NYLOPLAST DRAINS TO W
ATERWA
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
35C
35A
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
40A
40B
NYLOPLAST DRAINS TO WATER
W
A
YS
DO NOT
POLLU
T
E
DUCTILE I
R
ON
109ANYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS77C
77D
43
43A43B43C
33C33B
33A
NYLOPLAS
T DRAINS TO W
A
T
E
RWAYS
DO NOT P
O
L
LUTE DUCTILE IRONNYLOPLAS
T DRAINS TO W
A
T
E
RWAYS
DO NOT
P
O
L
LUTE DUCTILE IRON
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
45A
R
=
5
'R=5'R
=
5
'R=5'R=5'R=5'R
=
5
'
R
=
5
'R=5'R
=
5
'R=5'R
=
5
'R=4
'R=5'
R=5'R=5'R=
5
'R=5'R
=
4
'
R=5'R=
5
'
R=3'
R
=
4
'R=5'R=5
'R=5
'
R=212
.
5
'
R=34.5'R=79.5
'
R=1337.5'
R=1207.5'
R=35'R=430'R=28'R=40'R=49.5
'
R=2
9
.
5
'R=
1
0
4
.
5
'R=50'R=28'R=370'R=
3
0
'
R=30'
R
=
3
0
'
R=8'
R=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. 5'
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/W
PROP. CROSSWALK
(TYP.)
CG-12B
CG-12B
CG-12B
PROP.
CROSSWALK (TYP.)
PROP.
CROSSWALK
(TYP.)
CG-12B
CG-12B
PROP.
CROSSWALK
(TYP.)
CG-12B
PROP.
PAVILION
(TYP.)
PROP. CURB
TRANSITION
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.)
58.29'
80.14'12.5'12.3'12.3'9.0'12.0'12.3'12.5'11.0'9.0'26.0'26.0'9.0'12.0'12.0'12.0'12.0'20.0'
20.0'20.0'20.0'
20.0'
18.
0
'12.0'22.
0
'20.0
'
20.
0
'
20.
0
'
20.0'
20.0'20.0'20.0'12.0'12.0'9.0'20.0'
20.0'
20.0'
20.3'22.0'12.0'12.0'12.0'12.0'20.0'
24.0'18.0'
20.3'
24.0'18.0'26.0'120.0'20.0'39.5'12.0'12.0'12.0'12.5'10.5'9.0'12.0'11.0'5.0'12.0'12.5'12.0'12.0'11.0'5.0'12.0'12.0'12.0'12.0'11.0'5.0'22.0'18.0'22.0'18.0'22.0'18.0'22.0'18.0'22.0'
20.0'
35.0'10.0'10.0'12.0'12.0'12.5'12.0'12.5'12.0'PROP.
PEDESTRIAN
BRIDGE
PROP. GRASS PAVE
(TYP.)
MINI-ROUNDABOUT
PROP. VILLA
USE: R2
CONST. TYPE: VA
HEIGHT: 60'
AREA: 19,651 SF
(VUSBC 503)
SPRINKLER
SYSTEM: 13R
PROP. VILLA
USE: R2
CONST. TYPE: VA
HEIGHT: 60'
AREA: 23,864 SF
(VUSBC 503)
SPRINKLER
SYSTEM: 13R
PROP. VILLA
USE: R2
CONST. TYPE: VA
HEIGHT: 60'
AREA: 23,760 SF
(VUSBC 503)
SPRINKLER
SYSTEM: 13R
PROP. VILLA
USE: R2
CONST. TYPE: VA
HEIGHT: 60'
AREA: 20,152 SF
(VUSBC 503)
SPRINKLER
SYSTEM: 13R
80'50'
PROP. RETAINING
WALL (TYP.)
PROP.
RETAINING
WALL (TYP.)
PROP. RETAINING
WALL (TYP.)
PROP. 5' TRAIL
LIMITS OF DISTURBANCE
(TYP.)
LIMITS OF
DISTURBANCE
(TYP.)
PROP. ENTRY
GATE
PROP.
GENERATOR
PAD (TYP.)
PROP.
GENERATOR
PAD (TYP.)
PROP.
GENERATOR
PAD (TYP.)
PROP. STAIRS
20.0'
20.0'
60.0'
20.0'
PROP. TYPE 3
BARRICADE w/ ROAD
CLOSED SIGN (R11-2)
27.0'
PROP.
INGRESS/
EGRESS
EASEMENT
RIBBON CURB
RIBBON CURB
NOSE DOWN
CURB
NOSE DOWN
CURB
20.0'22.0'20.0'
20.0'20.0'26.1'
PROP. 5' ASPHALT
SIDEWALK (TYP.)9.0'9.0'9.0'20.0'
20.
0
'5.0'R=5'R=5'12.0'10.5'12.0'R=5'
20.0'
CG-12B
CG-12B
CG-12B
CG-12B
PROP. STOP SIGN
PROP.
YIELD SIGN
PROP.
CROSSWALK
(TYP.)
PROP.
CROSSWALK
(TYP.)
CROSSWALK
CG-12B
PROP. STOP BAR
CG-12B
14.
0
'
14.0'
PROP. STAIRS
W/HANDRAIL
R=4'
14.0'BOLD ROCKDRIVEFELDSPAR
CT.
BOLD ROCK
DRIVE
BASALT CT.3.0'3.0'3.3'18.0'3.0'CG-12B
CG-12B 3.0'3.2'3.2'2.5' (W) CURB CUT
(2" DEPRESS.)
CG-F
CG-F
NOSE DOWN
CURB (TYP.)
CG-12B
CG-12B
CG-12B
CG-12B
3.0' (W) CURB CUT
(2" DEPRESS.)
3.0' (W)
CURB CUT
(2" DEPRESS.)
2.5' (W) CURB CUT
(2" DEPRESS.)
CURB FLUSH
W/EP (SEE NOTE)
CG-FCG-R
CG-R
CG-F
CG-RCG-R
CG-F
CG-R
C
G
-
F
C
G
-
RCG-FCG-RC
G
-
R
CG-R
CG-F
3.0' (W) CURB CUT
(2" DEPRESS.)
CURB FLUSH
W/EP (SEE NOTE)
CURB FLUSH
W/EP (SEE NOTE)
4.0' (W) CURB CUT
(2" DEPRESS.)
4.9'
4.9
'3.6'3.0'CG-R
CG-R
CG-F
CONC.
GUTTER
CG-R
CURB FLUSH
W/EP (SEE NOTE)
PROP. STOP SIGN
PROP.
STOP BAR
NOSE DOWN
CURB (TYP.)NOSE DOWN
CURB (TYP.)
NOSE DOWN
CURB (TYP.)
NOSE DOWN
CURB (TYP.)
NOSE DOWN
CURB (TYP.)
NOSE DOWN
CURB (TYP.)
NOSE DOWN
CURB (TYP.)
TURN CURB
INTO WALL
3.0'3.0'PROP. STREET SIGN
PROP. ROUNDABOUT
SIGN (W2-6)
PROP. WARNING SIGN
"NO SWIMMING"
PROP. WARNING SIGN
"NO SWIMMING"
PROP. WARNING SIGN
"NO SWIMMING"
PROP. WARNING SIGN
"NO SWIMMING"
PROP. WARNING SIGN
"NO SWIMMING"
PROP. STREET
SIGN
PROP. DOUBLE
STREET SIGN
PROP. DOUBLE
STREET SIGN
PROP. CURB
TRANSITION
PROP. WARNING SIGN
"NO SWIMMING"FREDERICK COUNTYCITY OF WINCHESTERPROP. GRAVEL
TEMPORARY
STAGING AEA
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS 37A
CURB TRANSITION
CG-6R TO CG-6
CURB TRANSITION
CG-6R TO CG-6 CG-6RPROP. STOP SIGN
PROP. STOP BAR
PROP. 5' S/W
LAT: 39.200949
LON:-78.179683
PROP.
GUARDRAIL
PROP.
GUARDRAIL
PROP. TYPE 3
BARRICADE w/ ROAD
CLOSED SIGN (R11-2)
54.9'
PROP. SWM
ACCESS (GRASS)
PROP. RIP-RAP
PROP. RIP-RAP
PROP.
RIP-RAP
PROP.
RIP-RAP
PROP.
RIP-RAP
PROP.
RIP-RAP
PROP. RIP-RAP
PROP.
RIP-RAP
PROP.
RIP-RAP
PROP. RIP-RAP
PROP.
RIP-RAP
PROP.
RIP-RAP
PROP.
RIP-RAP
PROP.
RIP-RAP
PHASE 1
PHASE 2 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664SITE PLANRev. No.Date
08 08-09-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 30'
C201
12/07/2020
KAS
20-12
2039
MATCH LINE SHEET C203
MATCH LINE SHEET C202NOTES:
1.ACCESSIBLE ROUTE MAX RUNNING SLOPE 5% AND MAX CROSS SLOPE
2%.
2.ALL SIDEWALK 5' WIDTH UNLESS NOTED OTHERWISE.
3.MAIL BOXES FOR RESIDENTIAL UNITS LOCATED INTERNAL TO THE
BUILDING.
4.GARBAGE COLLECTION FOR RESIDENTIAL UNITS LOCATED INTERNAL
TO THE BUILDING.
5.PROPERTY OWNER IS TO CONSERVE THE 50' MATURE WOODLAND FULL
SCREEN FOR RESIDENTIAL SEPARATION BUFFER. THE PROPERTY
OWNER IS NOT ALLOWED TO CLEAR THIS VEGETATION.
6.ALL ROOF LEADER CONNECTION TO DOWNSPOUT SHALL BE PER
ARCHITECT DETAIL.
7.POWER,COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FOR
REFERENCE PURPOSES IN COORDINATION OF CONSTRUCTION. DESIGN
OF THESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANY
PROVIDING THE SERVICE. IF ANY CONFLICTS BETWEEN THE CIVIL PLAN
AND UTILITY COMPANY PLANS, THE ENGINEER MUST BE NOTIFIED
IMMEDIATELY TO DETERMINE THE BEST COURSE OF ACTION.
8.HANDRAILS SHALL BE PROVIDED AT ALL EXTERIOR STAIRS AND RAMPS.
LOCATION OF HANDRAILS TO BE DETERMINED IN THE FIELD AND
PROVIDE 5' WIDE ACCESS.
9.RETAINING WALL DESIGN BY OTHERS (STRUCTURAL ENGINEER). SEE
LANDSCAPE SHEETS FOR DETAILS OF HANDRAIL/GUARDRAIL FOR
SIDEWALKS, RAMPS, STAIRS, RETAINING WALLS, CULVERTS AND
BRIDGES.
10.SEE LANDSCAPE SHEETS OF STAIRS DETAILS. THE NUMBER OF RISERS
ARE LISTED ON THE GRADING PLAN SHEETS .
S 08°0
3'
4
9"
E -
2
4
1.
7
2'
S 03°1
3'
3
9
"
E
-
2
1
6.
4
0'
S 18°38'01"
E - 269.66'N 75
°23
'40
"
E
-
190
.31
'
S 20°49'42"
E - 120.43'
B
X
W
V
U
T
S
R
C
Q
P
O
N
M
L
K
C
J
I
H
G
F
E
D
C
N 15°27'03" E - 385.45'
N 16°05'26" E - 282.11'
N
4
8
°
4
3
'
4
5
"
E
-
2
1
3
.
2
4
'
20
4
.
7
2
'
N 16°05'26" E - 282.08'
N 15°27'03" E - 385.45'ELECTRIC BELL8"6"6"6"6"6"6"6"6"6"4"FD-44"FD-43"V UP3"V UP,3"VTR4"SAN, REFER T
O CIVILSWGS FO
R
CO
NTI
N
UATIO
N
GCO
INV ELEV = -3'-0"± BFFBEL FLBEL FL
ABV CLG
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WA
T
E
R
W
A
Y
S
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAIN
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATE
R
W
A
Y
S
NYLOP
L
A
S
TDUCTILE IRON
DO NOT PO
L
L
U
T
E
D
RAINS TO WATE
R
W
A
Y
S
NYLOPL
A
S
TDUCTILE IRO
N
DO NOT
P
O
L
L
U
TE DRAINS TO W
A
T
E
R
W
A
Y
S
NYLOPL
AST
DUCTILE
I
R
O
N
DO NOT
P
O
LLUTE DRAINS
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRA
I
N
S
T
O
W
ATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRO
N
DO NOT POLLU
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLU
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAS
T
DUCTILE IR
O
N
DO NOT POL
L
U
T
E
D
RAINS T
O
W
A
T
E
RWAYS DO NOT POL
L
UTE DUCTILE IRON
NYLOPLAST
DRAINS TO
W
A
T
E
R
WAYS
DO NOT POL
L
U
T
E
DUCTILE I
R
ON
NYLOPLAS
T DRAINS T
O
WATER
W
A
Y
S
DO NOT POL
L
U
T
E
DUCTILE IR
O
N
NYLOPLAS
T DRAINS T
O
WATE
R
W
A
Y
S
NYLOPLAS
T
DUCTILE IR
O
N
DO NOT POL
L
U
T
E
D
RAINS T
O
W
A
T
E
RWAYS
NYLOPLAS
T
DUCTILE IRO
N
DO NOT POLLU
T
E
D
R
A
INS TO
W
A
T
E
R
WAYS
77
73
72
71
70
69
65
64
59
60
55
54
53
79
81
82
71A
83
84
86
85
88
93
94
95
97
98
99
100
87
87A
73A
77B
77
7675
74
73
72
71
70
69
68
67
66 65
64
63
59
60
61
56
55
54
53
57
79
80
81
82
71A
83
84
86
85
88
92
93
94
95
96 97
98
99
100
87
87A
32B
96A
83A
32C
56A
56B
56C
56D
56E
56F
56G
77A
80A
56AA
NYLOPLAST
DUCTILE
I
R
ON
DO NOT POLLUTE DRAINS
T
O
W
A
T
ERWAY
SNYLOPLAST
DUCTILE
I
R
ON
DO NOT POLLUTE DRAINS TO WATER
W
A
Y
S NYLOPLAST
DUCTILE
I
R
O
N
DO NOT P
O
L
L
U
T
E
DRAINS
T
O
W
A
TERWAY
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAS
T
DRAINS TO W
A
T
ERWAYS
DO NOT P
O
L
LUTE DUCTILE IRON
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAIN
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATE
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO
W
A
T
E
R
W
A
Y
S
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WAT
E
R
W
A
Y
S
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAIN
S
T
O
W
A
T
E
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
82A
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WAT
E
R
W
A
Y
S
77C
77D
61B
61A
61C 3/4"CW SERVICE, REFER TOCIVIL DWGS FOR CONTINUATIONBEL GRADE3/4"CW UP3/4"WH-1@ 1'-6" AFFDO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
80C
80B
200
201
101
101A R=5'R=5'R=5'R=5'R=5'R=4.5'R=5'R=5'R=5'
R=5'R=5'R=5'R=10'R=5'R=
5
'
R
=
5
'R=5'R
=
5
'R=5'R=5'R=5'
R=5'R=5'R=
5
'R=5'R=5'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. 5'
TRAIL "A"
(TYP.)
PROP. PATIO
(TYP.)
PROP.
CROSSWALK
(TYP.)
RTC
RTC
RTC
RTC
3
4
5
6
1
2
PROP.
CROSSWALK
(TYP.)
CG-12B
PROP.
PAVILION
(TYP.)
PROP. VILLA
USE: R2
CONST. TYPE: VA
HEIGHT: 60'
AREA: 20,987 SF
(VUSBC 503)
SPRINKLER
SYSTEM: 13R
PROP. CURB
TRANSITION
PROP. 5' S/W
PROP. 5' S/W
MOUNTABLE
ISLAND
PROP. VILLA
USE: R2
CONST. TYPE: VA
HEIGHT: 60'
AREA: 23,402 SF
(VUSBC 503)
SPRINKLER
SYSTEM: 13R
PROP. VILLA
USE: R2
CONST. TYPE: VA
HEIGHT: 60'
AREA: 23,760 SF
(VUSBC 503)
SPRINKLER
SYSTEM: 13R
PROP. VILLA
USE: R2
CONST. TYPE: VA
HEIGHT: 60'
AREA: 23,760 SF
(VUSBC 503)
SPRINKLER
SYSTEM: 13R
PROP. VILLA
USE: R2
CONST. TYPE: VA
HEIGHT: 60'
AREA: 19,651 SF
(VUSBC 503)
SPRINKLER
SYSTEM: 13R
PROP. VILLA
USE: R2
CONST. TYPE: VA
HEIGHT: 60'
AREA: 20,152 SF
(VUSBC 503)
SPRINKLER
SYSTEM: 13R
PROP.
CROSSWALK
(TYP.)
CG-12B
PROP.
CROSSWALK
(TYP.)
CG-12B
PROP. STAIRS
W/HANDRAIL
CG-12B
BUILDING
R=13
6
2.
5'R=29.5'R=29.5'R=29.5'R=1182
.
5'
R=38
7.5'
PROP. GARAGE
(TYP.)
PROP. GARAGE
(TYP.)
PROP. GARAGE (TYP.)
PROP. GARAGE
(TYP.)
PROP. GARAGE
(TYP.)
PROP. GARAGE
(TYP.)
PROP. BALCONY
(TYP.)
PROP. BALCONY
(TYP.)
PROP. BALCONY
(TYP.)
PROP. BALCONY
(TYP.)
PROP. BALCONY
(TYP.)
PROP. BALCONY
(TYP.)
58.14'
43.74'
24.0'12.0
'
12.
5
'12.2'18.0'18.0'18.0'
18.0'
18.0'
18.0'10.0'26.0'26.0'11.0'18.0
'9.0'18.0'
24.0'18.0'
20.3'
24.0'20.0'18.0'
24.0'
18.0'12.0'11.0
'20.0
'
18.0'12.0
'12.3
'12.0'12.3'20.0'18.0'12.0
'12.3
'
20.0'24.0'12.
0
'
24.0'12.0
'
18.0'12.0
'12.5
'12.0
'
20.0'
18.0'
24.0'
20.0'12.0
'10.0
'26.0'11.0'5.0'12.0
'11.0
'5.0
'12.0
'12.0
'12.0
'12.0
'
12.
5
'12.0
'
12.
0
'
12.
0
'
12.
0
'
12.
0
'12.0
'12.0'12.0
'12.0'5.0
'10.0
'11.0'5.0'18.0
'
22.0'18.0
'
22.0'
22.0'18.0
'
22.0'22.0'20.
2
'22.0'18.0
'
22.0'18.0
'18.0
'
22.0'20.0'12.0'12.0'12.5'12.0'12.5'12.0'12.3
'
12.
5
'
PROP.
PEDESTRIAN
BRIDGE
PROP.
PEDESTRIAN
BRIDGE
PROP. GRASS PAVE
(TYP.)
PROP.
MINI-ROUNDABOUT
22.
0
'
PROP. 5' TRAIL "B"
PROP. RETAINING
WALL (TYP.)
PROP.
RETAINING
WALL (TYP.)
LIMITS OF
DISTURBANCE
(TYP.)
PROP.
GENERATOR
PAD (TYP.)
PROP.
GENERATOR
PAD (TYP.)
PROP.
GENERATOR
PAD (TYP.)
RIBBON CURB
RIBBON CURB
NOSE DOWN
CURB
NOSE DOWN
CURB
20.0'11.0'R=5'R=
3
'10.0
'9.0'10.0'10.0
'
29.4'
11.
0
'
10.
0
'
5.0
'24.0'10.
0
'5.0'18.0'
18.0'10.0'20.0'18.0'11.0'
5.0'20.0'
R=5'
10.0'
10.0'
10.0'18.0
'R=5'18.0'
R=5'R=5'R=5'R=5'
20.0'
CG-12B
CG-12B
CG-12B
CG-12B
CG-12B
CG-12B
CG-12B
PROP.
YIELD SIGN
PROP.
CROSSWALK
(TYP.)
PROP. CROSSWALK
(TYP.)
PROP.
CROSSWALK
(TYP.)
CG-12B
CG-12B
CG-6BOLD
R
O
C
K
DRIVE
BOLD
R
O
C
K
DRIV
E
CG-12B
CG-12B
CG-R
FIRE PUMP HOUSE
W
M
PROP.
STREET SIGN
PROP. STREET SIGN
PROP. ROUNDABOUT
SIGN (W2-6)
PROP. ROUNDABOUT
SIGN (W2-6)
71B
PROP. ROUNDABOUT
SIGN (W2-6)
73B
NYLOPL
A
S
T
DUCTILE I
R
ON
DO NOT
P
OLLU
T
E
D
R
A
I
NS T
O
W
A
T
E
R
WAY
S
PHASE 1
PHASE 2
PROP. CURB
TRANSITION
PROP.
RETAINING
WALL (TYP.)
PROP.
YIELD SIGN
PROP.
YIELD SIGN
CG-12B
PROP. STREET SIGN
NYLOPLAST DUCTILE IRON
DO NOT PO
L
L
U
T
E
D
RAIN
S
T
O
W
A
T
ERW
A
Y
S
NYLOPLAST DUCTILE
IRON
DO NOT PO
L
L
U
T
E
D
R
AINS
T
O
W
A
T
E
RWA
Y
S
73C73D
100'75'PROP. GRAVEL
TEMPORARY
STAGING AEA
PROP. STOP SIGN
PROP. STOP BAR
PROP. 5' S/W
54.9'DO NOT POLLUTE DUCTILE IRONNYLOPLAST
DRAINS
T
O
W
A
T
ERWAY
S
WALL MIN. 4" ABOVE S/W
RIBBON CURB
PROP.
RIP-RAP
PROP.
RIP-RAP
PROP.
RIP-RAP
PROP. RIP-RAP
PROP.
RIP-RAP
RIP-RAP
PHASE 1
PHASE 2
5'
PROPOSED 5' ROW DEDICATION
35'151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664SITE PLANRev. No.Date
09 12-07-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 30'
C202
12/07/2020
KAS
20-12
2039
MATCH LINE SHEET C203
MATCH LINE SHEET C201NOTES:
1.ACCESSIBLE ROUTE MAX RUNNING SLOPE 5% AND MAX CROSS SLOPE 2%.
2.ALL SIDEWALK 5' WIDTH UNLESS NOTED OTHERWISE.
3.MAIL BOXES FOR RESIDENTIAL UNITS LOCATED INTERNAL TO THE BUILDING.
4.GARBAGE COLLECTION FOR RESIDENTIAL UNITS LOCATED INTERNAL TO THE BUILDING.
5.PROPERTY OWNER IS TO CONSERVE THE 50' MATURE WOODLAND FULL SCREEN FOR RESIDENTIAL
SEPARATION BUFFER. THE PROPERTY OWNER IS NOT ALLOWED TO CLEAR THIS VEGETATION.
6.ALL ROOF LEADER CONNECTION TO DOWNSPOUT SHALL BE PER ARCHITECT DETAIL.
7.POWER,COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FOR REFERENCE PURPOSES IN
COORDINATION OF CONSTRUCTION. DESIGN OF THESE SYSTEMS ARE BY THE RESPECTIVE UTILITY
COMPANY PROVIDING THE SERVICE. IF ANY CONFLICTS BETWEEN THE CIVIL PLAN AND UTILITY COMPANY
PLANS, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TO DETERMINE THE BEST COURSE OF ACTION.
8.HANDRAILS SHALL BE PROVIDED AT ALL EXTERIOR STAIRS AND RAMPS. LOCATION OF HANDRAILS TO BE
DETERMINED IN THE FIELD AND PROVIDE 5' WIDE ACCESS.
9.RETAINING WALL DESIGN BY OTHERS (STRUCTURAL ENGINEER). SEE LANDSCAPE SHEETS FOR DETAILS
OF HANDRAIL/GUARDRAIL FOR SIDEWALKS, RAMPS, STAIRS, RETAINING WALLS, CULVERTS AND BRIDGES.
10.SEE LANDSCAPE SHEETS OF STAIRS DETAILS. THE NUMBER OF RISERS ARE LISTED ON THE GRADING
PLAN SHEETS .
S 08°
0
3'
4
9"
E -
2
4
1.
7
2'
S 03°1
3'
3
9
"
E
-
2
1
6.
4
0'
PROPOSED CITY OF
WINCHESTER WATER ESMT.
X
W
V
U
T
S
R
C
Q
P
O
N
M
L ELECTRIC BELL8"6"6"6"6"6"6"6"6"6"4"FD-44"FD-43"V UP
3"V UP,3"VTR
4"SAN, REFE
R T
O CIVILSWGS
F
OR
C
ONTIN
U
ATI
ON
GCO
INV ELEV = -3'-0"± BFFBEL FLBEL FLABV CL
G NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPL
A
S
T
DUCTILE
I
R
O
N
DO NOT
P
O
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPL
A
S
T
DUCTILE
I
R
O
N
DO NOT P
O
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOP
L
A
S
T
DUCTIL
E
I
R
O
N
DO NOT
P
O
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTI
L
E
I
R
O
N
DO NOT P
O
LLUTE DRAINS
T
O
W
A
T
E
R
W
A
Y
S
NYLOP
LAST
DUCTIL
E
I
RON
DO NO
T
POLLUTE DRA
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTIL
E
IRON
DO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
T
E
RWAYS
NYLOPLAS
TDUCTILE IRON
DO NOT POL
L
U
T
E
D
R
A
I
NS TO WATERW
A
Y
SNYLOPLASTDUCTILE IRON
DO NOT P
O
L
L
U
T
E DRAIN
S
T
O
W
ATERWA
Y
S DO NOT POLLUTE DUCTILE IRONNYLOPLAST
DRAINS TO
W
A
T
ERWAY
S
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE D
R
A
I
N
S
T
O WATE
R
W
A
Y
S
DO NOT POLLUTE
DUCTIL
E
IRON
NYLOPL
A
ST
DRAINS TO WA
T
E
R
W
A
Y
S
DO NOT P
O
L
L
U
TE
DUCTILE
I
RON
NYLOPLA
S
T
DRAINS TO W
A
T
E
R
W
AYS
42
30
31
33
77
84
86
85
88
89
103 107
104
108106
105
98
99
100
87
87A
32A
42
30
31
33
77B
77
7675
74
84
86
85
88
89
102A
103 107
104
108106
105
98
99
100
87
87A
3232B32C
77A
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WAT
E
RW
A
Y
S
NYLOPLA
S
T DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWA
Y
S
NYLOPLAST DUCTILE IRO
N
DO NOT POLLUTE DRAINS TO
W
A
T
E
RWAYS NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRA
I
N
S
T
O
WATERW
A
Y
S
40A
40B
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATE
R
W
A
Y
S
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WA
T
E
R
W
A
Y
S
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS
T
O
W
A
T
E
R
W
A
Y
S
NYLOP
L
A
S
T
DUCTIL
E
I
R
O
N
DO NO
T
P
O
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
77C
77D
43B43C
33C33B
33A4"4"4"3/4"CW SERVICE, REFER TOCIVIL DWGS FOR CONTINUATIONBEL GRADE3/4"CW UP3/4"WH-1@ 1'-6" AFF5 R=5'R=10'R=5'R=
5
'
R
=
5
'R=5'R
=
5
'R=5'R=5'R=5'R
=
5
'
R
=
5
'
R=1337.5'R=40.5'R=30'R=
1
3
8
'R=104'R=83'R=
2
5
'
R=5'
R=2
9
.
5
'
R=
4
0
.
5
'R=
3
0
'R=
1
6
2
'R=80'R=107'R=25'
CURB TRANSITION
CG-6 TO RTC
C
G
-
6
RTCRTCC
G
-
6
CG-3
CG-2
PROP. 5' SIDEWALK (TYP.)
PROP. PATIO
(TYP.)
5
6
7
CG-12B
CG-12B
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
'12.2'10.0'12.5'20.0'
20.0'
20.3'22.0'12.0'12.0'12.0'12.0'20.0'
18.0'
24.0'18.0'
20.3'
24.0'20.0'18.0'
24.0'
18.0'12.0'11.0
'20.0
'26.0'24
.
0
'12.0'12.5'12.0'12.0'12.0'5.0
'10.0
'11.0'5.0'18.0
'12.0'12.0'12.5'12.0'12.5'12.0'PROP.
UNDERGROUND
SWM FACILITY
PROP. VILLA
USE: R2
CONST. TYPE: VA
HEIGHT: 60'
AREA: 19,651 SF
(VUSBC 503)
SPRINKLER
SYSTEM: 13R
PROP. RETAINING
WALL (TYP.)
LIMITS OF DISTURBANCE
(TYP.)
PROP.
PROP.
GENERATOR
PAD (TYP.)
PROP.
GENERATOR
PAD (TYP.)
PROP. STAIRS
CG-6R
CG-6RCURB TRANSITION
CG-6 TO CG-6R
CURB TRANSITION
CG-6 TO CG-6R
R=
3
'10.0'18.0'
PROP.
YIELD SIGN
PROP.
CROSSWALK
(TYP.)
CG-12B
PROP. STOP BAR
PROP. STOP SIGN
TRAVERTINEWAY
BOLD ROCK
DRIVE
LAT:39.202546
LON:-78.176459
3.2'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
CONC.
GUTTER
CG-R
CURB FLUSH
W/EP (SEE NOTE)NOSE DOWN
CURB (TYP.)
NOSE DOWN
CURB (TYP.)
TURN CURB
INTO WALL
FIRE PUMP HOUSE
W
M
PROP. STREET SIGN
PROP. ROUNDABOUT
SIGN (W2-6)
PROP. DOUBLE
STREET SIGN
102
PROP. ROUNDABOUT
SIGN (W2-6)
PHASE 1
PHASE 2
PROP.
YIELD SIGN
CG-12B
PROP. STREET SIGN
102B
PROP. TYPE 3
DO NO
T POLLU
T
E DUCTILE IR
O
N
NYLOPLAST DRAINS TO
WATERW
A
Y
S
EXTEND RETAINING
WALL MIN. 4" ABOVE S/W
PROP.
RIP-RAP 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664SITE PLANRev. No.Date
08 08-09-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 30'
C203
12/07/2020
KAS
20-12
2039
MATCH LINE SHEET C202 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.
9.RETAINING WALL DESIGN BY OTHERS (STRUCTURAL ENGINEER). SEE LANDSCAPE SHEETS FOR DETAILS
OF HANDRAIL/GUARDRAIL FOR SIDEWALKS, RAMPS, STAIRS, RETAINING WALLS, CULVERTS AND BRIDGES.
10.SEE LANDSCAPE SHEETS OF STAIRS DETAILS. THE NUMBER OF RISERS ARE LISTED ON THE GRADING
PLAN SHEETS .
S 08°
0
3'
4
9"
E -
2
4
1.
7
2'
S 03°1
3'
3
9
"
E
-
2
1
6.
4
0'
S 18°38'01"
E - 269.66'
X
W
V
U
T
S
R
C
Q
P
O
N
M
L
K
C
J
I
N 15°27'03" E - 385.45'
N 16°05'26" E - 282.11'
N
4
8
°
4
3
'
4
5
"
E
-
2
1
3
.
2
4
'
20
4
.
7
2
'
N 16°05'26" E - 282.08'
N 15°27'03" E - 385.45'ELECTRIC BELL8"6"6"6"6"6"6"6"6"6"4"FD-44"FD-43"V UP3"V UP,3"VTR
4"SAN, REFE
R T
O CIVILSWGS
F
OR C
ONTIN
U
ATI
ON
GCO
INV ELEV = -3'-0"± BFFBEL FLBEL FLABV
CL
G
NYLOPL
AST
DUCTILE
I
R
O
N
DO NOT
P
O
LLUTE DRAINS
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE I
R
ON
DO NOT P
O
LLUTE DRAINS
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
T
E
RWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLU
T
E
D
R
A
I
N
S TO WATERW
A
Y
S
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSDO NOT P
OLLUTE DUCTILE IRONNYLOPLAST
DRAINS
T
O
W
A
T
ERWAY
S
NYLOP
LASTDUCTILE IRON
DO NOT PO
L
LUTE D
R
A
I
N
S
T
O WATE
R
W
A
Y
S
DO NOT
P
O
L
L
U
TE
DUCTILE
I
RON
NYLOPLA
S
T
DRAINS TO W
A
T
E
R
W
AYS
DO NOT
P
O
L
L
U
T
E
DUCTILE
I
RON
NYLOPL
A
S
T
DRAINS TO W
A
T
E
R
W
AYS
NYLOPLAST
DUCTILE
I
R
O
N
DO NOT P
O
L
L
U
T
E
DRAINS
T
O
W
A
TERWAY
S
30
31
33
77
84
86
88
89
109
87
87A
32A
73A
30
31
33
77B
77
7675
74
73
56
55
54
53
57
49
50
51
52
84
86
88
89
109
111
110
87
87A
3232B32C
56A
56B
56C
56D
56E
56F
56G
77A
56AA
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAIN
S
TO
W
ATERWA
Y
S
NYLOPL
A
S
T DUCTILE IRON
DO NOT POLLUTE DRAINS T
O
W
A
TE
RWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERW
A
Y
S NYLOPLA
STDUCTILE IR
ON
DO NOT POLLUTE DRA
I
N
S
T
O
WATERW
A
Y
S
NYLOPLA
S
T
DUCTILE
I
R
O
N
DO NOT P
O
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
77C
77D
33B
33A4"4"3/4"CW SERVICE, REFER TOCIVIL DWGS FOR CONTINUATIONBEL GRADE3/4"CW UP3/4"WH-1@ 1'-6" AFFR
=
5
'R=5'R
=
5
'R=5'R=5'R=5'R
=
5
'
R
=
5
'R=5'R=
5
'R=5'R
=
4
'
R=1337.5'
R=1207.5'
R=40.5'R=40.5'R=30'R=
1
3
8
'
R=2
9
.
5
'
R=
4
0
.
5
'R=
3
0
'R=
1
6
2
'
R=30'
R
=
3
0
'
CURB TRANSITION
CG-6 TO RTC
C
G
-
6
RTCRTCC
G
-
6
CG-3
CG-2
PROP. EMERGENCY
ACCESS ROAD
PROP. 5'
TRAIL "A"
(TYP.)
PROP. WET POND
6
10
PROP.
CROSSWALK
(TYP.)
CG-12B
CG-12B
PROP.
CROSSWALK
(TYP.)
CG-12B
PROP.
PAVILION
(TYP.)
PROP. CURB
TRANSITION
MOUNTABLE
ISLAND
PROP. VILLA
USE: R2
CONST. TYPE: VA
HEIGHT: 60'
AREA: 19,651 SF
(VUSBC 503)
SPRINKLER
SYSTEM: 13R
BUILDING
R=29.5'R=1362.5'
R=1182.5'
PROP. GARAGE
(TYP.)
PROP. GARAGE
(TYP.)
PROP. BALCONY
(TYP.)
80.14'10.0'12.5'12.3'9.0'12.0'20.0'
20.0'
20.3'22.0'12.0'12.0'12.0'12.0'20.0'
18.0'
24.0'18.0'
20.3'
24.0'20.0'26.0'12.0'12.5'12.0'12.0'11.0'5.0'12.0'22.0'18.0'22.0'18.0'11.0'5.0'12.0'12.0'12.5'12.0'12.5'12.0'PROP.
PEDESTRIAN
BRIDGE
PROP. GRASS PAVE
(TYP.)
PROP.
MINI-ROUNDABOUT
22.
0
'
PROP. VILLA
USE: R2
CONST. TYPE: VA
HEIGHT: 60'
AREA: 20,152 SF
(VUSBC 503)
SPRINKLER
SYSTEM: 13R
80'50'
PROP. RETAINING
WALL (TYP.)
PROP.
RETAINING
WALL (TYP.)
PROP. 5' TRAIL
PROP.
GENERATOR
PAD (TYP.)
PROP. STAIRS
20.0'
PROP. TYPE 3
BARRICADE w/ ROAD
CLOSED SIGN (R11-2)
27.0'
RIBBON CURB
RIBBON CURB
NOSE DOWN
CURB
20.0'22.0'20.0'9.0'10.0'20.0'
PROP.
YIELD SIGN
CROSSWALK
PROP.
CROSSWALK
(TYP.)
CG-12B
CG-12B
14.0'
FELDSPAR
CT.BASALT CT.3.0'3.2'CG-12B
CG-12B
3.0' (W)
CURB CUT
(2" DEPRESS.)
CG-F
CG-RCG-R
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
CONC.
GUTTER
CG-R
CURB FLUSH
W/EP (SEE NOTE)
NOSE DOWN
CURB (TYP.)
NOSE DOWN
CURB (TYP.)
NOSE DOWN
CURB (TYP.)
TURN CURB
INTO WALL
3.0'FIRE PUMP HOUSE
WM
PROP.
STREET SIGN
PROP. STREET SIGN
PROP. ROUNDABOUT
SIGN (W2-6)
PROP. DOUBLE
STREET SIGN
PROP. ROUNDABOUT
SIGN (W2-6)
73B
NYLOPLA
S
T
DUCTILE IR
O
N
DO NOT P
O
L
L
UTE
D
R
A
I
N
S
T
O W
A
T
E
R
W
A
Y
S
PHASE 1
PHASE 2
PROP.
RETAINING
WALL (TYP.)
PROP.
YIELD SIGN
CG-12B
PROP. STREET SIGN
NYLOPLA
S
T
DUCTIL
E
I
R
ON
DO NOT POL
L
U
T
E
D
R
AINS
T
O
W
A
T
E
RWA
Y
S
NYLOPL
A
S
T
DUCTILE I
R
ON
DO NOT
P
OLLU
T
E
D
R
A
I
NS T
O
W
A
T
E
R
WAY
S
73C73D
100'75'FREDERICK COUNTYCITY OF WINCHESTER49A49B
PROP. GRAVEL
TEMPORARY
STAGING AEA
PROP. TYPE 3
BARRICADE w/ ROAD
CLOSED SIGN (R11-2)
TEMPORARY
CONSTRUCTION
ACCESS
PROP. STOP SIGN
PROP. STOP BAR
PROP. 5' S/W
PROP. TYPE 3
BARRICADE w/ ROAD
CLOSED SIGN (R11-2)
DO NOT POLL
U
T
E DUCTILE IRO
N
NYLOPLAST DRAINS TO WATERW
A
Y
S
EXTEND RETAINING
WALL MIN. 4" ABOVE S/W
RIBBON CURB
PROP.
RIP-RAP
PROP. RIP-RAP
RIP-RAP
PROP.
RIP-RAP
PROP.
RIP-RAP
PROP.
RIP-RAP
PHASE 1
PHASE 2
TEMPORARY
CULVERT
5'
PROPOSED 5' ROW DEDICATION
35'151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664SITE PLAN - PHASE 1 ONLYRev. No.Date
08 08-09-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 30'
C204
12/07/2020
KAS
20-12
2039
MATCH LINE SHEET C203
MATCH LINE SHEET C201NOTES:
1.ACCESSIBLE ROUTE MAX RUNNING SLOPE 5% AND MAX CROSS SLOPE 2%.
2.ALL SIDEWALK 5' WIDTH UNLESS NOTED OTHERWISE.
3.MAIL BOXES FOR RESIDENTIAL UNITS LOCATED INTERNAL TO THE BUILDING.
4.GARBAGE COLLECTION FOR RESIDENTIAL UNITS LOCATED INTERNAL TO THE BUILDING.
5.PROPERTY OWNER IS TO CONSERVE THE 50' MATURE WOODLAND FULL SCREEN FOR RESIDENTIAL
SEPARATION BUFFER. THE PROPERTY OWNER IS NOT ALLOWED TO CLEAR THIS VEGETATION.
6.ALL ROOF LEADER CONNECTION TO DOWNSPOUT SHALL BE PER ARCHITECT DETAIL.
7.POWER,COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FOR REFERENCE PURPOSES IN
COORDINATION OF CONSTRUCTION. DESIGN OF THESE SYSTEMS ARE BY THE RESPECTIVE UTILITY
COMPANY PROVIDING THE SERVICE. IF ANY CONFLICTS BETWEEN THE CIVIL PLAN AND UTILITY COMPANY
PLANS, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TO DETERMINE THE BEST COURSE OF ACTION.
8.HANDRAILS SHALL BE PROVIDED AT ALL EXTERIOR STAIRS AND RAMPS. LOCATION OF HANDRAILS TO BE
DETERMINED IN THE FIELD AND PROVIDE 5' WIDE ACCESS.
9.RETAINING WALL DESIGN BY OTHERS (STRUCTURAL ENGINEER). SEE LANDSCAPE SHEETS FOR DETAILS
OF HANDRAIL/GUARDRAIL FOR SIDEWALKS, RAMPS, STAIRS, RETAINING WALLS, CULVERTS AND BRIDGES.
10.SEE LANDSCAPE SHEETS OF STAIRS DETAILS. THE NUMBER OF RISERS ARE LISTED ON THE GRADING
PLAN SHEETS .
BUILDING PAD
FUTURE
DEVELOPMENT
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRO
NDO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
SNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPL
A
S
T
DUCTILE
I
R
O
N
DO NOT P
O
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLU
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRO
N
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLA
S
T
DUCTILE I
R
O
N
DO NOT PO
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPL
A
S
T
DUCTILE
I
R
O
N
DO NOT P
O
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE
IRON
DO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
T
E
RWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE
D
R
A
I
N
S
T
O
WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRA
I
N
S
T
O
WATERW
A
Y
S
DO NOT POLLUTE DUCTILE IRON
NYLOPLAST
DRAINS TO
W
A
T
E
R
WAYS
18
17
16
15
14
19 20
21
22
2728
42
29
41
30
31
33
46
47
12
11
10
11A
12A
89
109
1
3A
3
128
131
130
32A
38
39
35B
18
17
16
15
14
13
19 20
21
22
23
24
25A
2728
36
37
44
42
29
41
30
31
33
57
49
50
51
52
45
46
47
48
12
11
10
11A
12A
89
109
111
110
2 1
3A
3
128
127
131
130
3232B
38
39
40
35
25
32C
56A
56B
56C
56D
56E
56F
56G
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST
DUCTILE IRO
N
DO NOT POLLUTE DRAINS TO WA
T
E
RW
A
Y
S
NYLOPLA
S
T DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERW
A
Y
S
NYLOPLAST DUCTILE IRO
N
DO NOT POLLUTE DRAIN
S
T
O
WA
TERWAY
S NYLOPLAS
TDUCTILE IRO
N
DO NOT
P
O
L
L
U
T
E DRAIN
S
T
O
W
ATERWA
Y
S
NYLOPLASTDUCTILE I
RON
DO NOT
P
OLLU
T
E
DR
A
I
NS T
O
WAT
E
RWAY
S
NYLOP
L
A
S
T
DUCTIL
E
I
R
O
N
DO NOT PO
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
20A
DO NOT POLLUT
E DUCTILE IRONNYLOPLAST
DRAINS TO
W
A
T
ERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
35C
35A
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
40A
40B
NYLOPLAS
T
DRAINS TO
W
A
TERWA
Y
S
DO NOT POLLUTE DUCTILE IRON
109A
NYLOPL
A
S
T
DUCTILE
I
R
O
N
DO NOT P
O
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
77C
77D
43
43A43B43C
33C33B
33A
NYLOPLAS
T
DRAINS TO
W
A
T
ERWAY
S
DO NOT P
O
L
LUTE DUCTILE IRONNYLOPLAST DRAINS TO W
A
T
E
RWAYS
DO NOT PO
L
L
U
TE DUCTILE IRON
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
45A
35.0'BOLD ROCKDRIVEFELDSPAR
CT.
BOLD ROCK
DRIVE
BASALT CT.FREDERICK COUNTYCITY OF WINCHESTERDO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS 37A
54.9'
B2
E2
G2
H2
I2
J2
B
C2
D2
F2
K2
A
F3
6
10
7
9
8
PROP. 8"
CITY W/L
PROP. 20'
W/L ESM'T
PROP. 20' SAN.
SEW. ESM'T
PROP. 20'
W/L ESM'T
PROP. 20'
W/L ESM'T
PROP. 20'
W/L ESM'T
PROP. 20' SAN.
SEW. ESM'T
PROP. 20' SAN.
SEW. ESM'T
PROP. ROOF
DRAIN STM
PIPE
PROP. ROOF
DRAIN STM
PIPE
SWM
ACCESS
(GRASS)
SWM
DOUBLE
6'X6' BOX
CULVERT
10+0011+00
12+00
PROP. SWM
RISER
PROP.10' CL AI
RIP-RAP
PROP. 10' CL AI
RIP-RAP
10' CL I
RIP-RAP
PROP.
10' CL I
RIP-RAP
PROP. 10' CL I
RIP-RAP
PROP.
10' CL AI
RIP-RAP
PROP. POND DRAIN
PROP. GATE
VALVE
PROP.
SWM
BASIN
PROP.
SWM
BASIN
PROP. 10' CL I
RIP-RAP
PROP. 30' CL I
RIP-RAP
PROP. GUARDRAIL
(MATCH RETAINING
WALL GUARDRAIL)
PROP. GUARDRAIL
(MATCH RETAINING
WALL GUARDRAIL)
10
+
0
0
13+0014+00
15+00
16+00
30+00
31+00
32+00
33+00
34+00
35+00
36+0036+05.610+0011+0010+0011+00
11+96.2
10+0011+0012+0012+88.40+0011+00
12+00
13+00
14+00
15+0016+00PROP.
5' CL AI
RIP-RAP
PROP.
5' CL AI
RIP-RAP
PROP.
5' CL AI
RIP-RAP
PROP.
5' CL AI
RIP-RAP
PROP.
5' CL AI
RIP-RAP
FRENCH DRAIN
FRENCH
DRAIN
FRENCH
DRAIN
FRENCH
DRAIN
14+00
15+00
16+00 17+00
18+00
1
8
+
8
0
.
7
6
10+0011+0011+52.5010+0011+00
12+00
13+00
14+00
15+00
16+00
2-45°
BEND
PHASE 1
PHASE 2
16+37.7011+0011+51.1212+00
13+00
1
4
+
0
0
15+00
16+00
18+00
19+00
10+0011+0012+0
0
13+00
14+00
13+
5
8
.
0
9
1420
610
1410
600
14
0
0
4" SAN. LAT
PROP. 8" SAN. SEW.
PROP. 8" CITY W/L "B"
PROP. 8" CITY W/L "B"
PROP. SAN. MH
PROP.
SAN. MH
PROP. 8" SAN. SEW.
PROP. SANITARY
SEWER MANHOLE
(TYP.)
CONNECT PROP.
WATER LINE TO
EX. WATER LINE
CONNECT PROP. 8"
SANITARY SEWER TO
EX. 8" SANITARY SEWER
PROP. 6"
PRIVATE FIRE
SERVICE LINE "Z"
PROP. 6"
PRIVATE FIRE
SERVICE LINE
"Z"
8"X8" TEE
3-8" G.V.
PROP.
FDC
PROP.
FDC
PROP.
FDC
PROP.
FDC
PROP. FDC
1-11.25°
BEND
1-22.5°
BEND
2-22.5°
BEND
1-22.5°
BEND
1-22.5°
BEND
1-11.25°
BEND
8"X8" TEE
8"X8" TEE
1-8" G.V.,
8"X6" REDUCER
1-8" G.V.,
8"X6"
REDUCER
PROP. 2" DOMESTIC
WATER SERVICE
PROP. 1.5"
WATER METER
PROP. 2" DOMESTIC
WATER SERVICE
PROP. 1.5" WATER METER
PROP. 2" DOMESTIC
WATER SERVICE
PROP. 1.5" WATER
METER
PROP. 2" DOMESTIC
WATER SERVICE
PROP. 1.5"
WATER METER
PROP. 2" DOMESTIC
WATER SERVICE
PROP. 1.5"
WATER
METER
PROP. GAS
LAT.
PROP. GAS LAT.
PROP.
GAS LAT.
PROP. GAS
LAT.
PROP. 4" SAN. LAT.
PROP. 4"
SAN. LAT.
PROP. 4"
SAN. LAT.
PROP. 8" SAN. SEW.
PROP.
GAS LINE
PROP.
GAS LINE
PROP. FH
PROP.
FH (HP)
8"X6" TEE
CONNECT PROP.
8" W/L TO EX. 6" W/L
PROP. 6" FIRE
SERVICE LAT.
PROP. 6" FIRE
SERVICE LAT.
PROP. 6" FIRE
SERVICE LAT.
PROP. 6" FIRE
SERVICE LAT.
8"X6" TEE
CONNECT PROP. 8"
W/L TO EX. 6" W/L
1-8" G.V.CONNECT PROP. 8" SAN.
SEW. TO EX. 8" SAN. SEW.
8"X8" TEE
3-8" G.V.
8"X8" TEE
1-8" G.V.,
8"X6" REDUCER
8"X8" TEE
1-8" G.V.,
8"X6" REDUCER
1-8" G.V.,
8"X6"
REDUCER
8"X8" TEE
1-8" G.V.,
8"X6" REDUCER
8"X8" TEE
1-8" G.V.,
8"X6" REDUCER
2-6" G.V.
8" PROP
CITY W/L "D"
8" PROP
CITY W/L "C"
8" PROP
CITY W/L "A"
8" PROP
CITY W/L "A"
8" PROP
CITY W/L "F"
PROP. 6"
PRIVATE FIRE
SERVICE LINE "Z"
PROP. 4"
SAN. LAT.
PROP. 4"
SAN. LAT.
PROP. 4"
SAN. LAT.
PROP.
CLEANOUT
(TYP.)
PROP. CLEANOUT
(TYP.)
PROP.
CLEANOUT
(TYP.)
PROP. 1.5"x2"
REDUCER
PROP. 1.5"x2"
REDUCER
PROP. 1.5"x2"
REDUCER
PROP. 1.5"x2"
REDUCER
PROP.
1.5"x2"
REDUCER
PROP. 8"x6"
REDUCER
1-8"
G.V.
8"X8"
TEE
PROP. 6" FIRE
SERVICE LAT.
6"X6" TEE
6"X6"
TEE6"X6"
TEE
PROP. FH
PROP.
FH
PROP. FH
PROP.
FH
PROP.
FH
TEST PIT
TEST PIT
TEST PIT
TEST PIT
TEST PIT
TEST PIT
CONTRACTOR TO COORDINATE
WITH OVERHEAD UTILITY
OPERATOR TO ENSURE THE
APPROPRIATE VEHICLE
CLEARANCES ARE ACHIEVED
CONTRACTOR TO COORDINATE
WITH OVERHEAD UTILITY
OPERATOR TO ENSURE THE
APPROPRIATE VEHICLE
CLEARANCES ARE ACHIEVED
1-45°
BEND
1-22.5°
BEND
2-11.25°
BEND
PROP. GAS
METER
PROP.
GENERATOR
PROP. GAS
METER
PROP.
GENERATOR
PROP.
SAN. MH
6"X6"
TEE
PROP. SAN. MH
2-45°
BEND
PROP.
GAS LAT.
PROP. GAS
METER
PROP.
GENERATOR
PROP.
GAS LAT.
PROP.
GAS LAT.
1-22.5°
BEND
2-11.25°
BEND
PROP. SAN. MH
PROP. ROOF
DRAIN (TYP.)
PROP. ROOF
DRAIN (TYP.)
PROP. 4"
SAN. LAT.
PROP. 6"
PRIVATE FIRE
SERVICE LINE "X"
PROP. 6"
PRIVATE FIRE
SERVICE LINE "W"
PROP. 4"
SAN. LAT.
PROP. 4"
SAN. LAT.
PROP. 4"
SAN. LAT.
PROP. ROOF
DRAIN (TYP.)
PROP. ROOF
DRAIN (TYP.)
PROP. ROOF
DRAIN (TYP.)
6" SAN.
LAT
4"X6"
REDUCER
2-45° BEND
FIRE METER VAULT
PROP. 6" PRIVATE
FIRE SERVICE
LINE "Y"
8" PROP CITY
W/L "H"
45° BEND
UTILITY PLANHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664
Rev. No.Date
08 08-09-2022
1" = 30'
C205
12/07/2020
KAS
20-12
2039MATCH LINE SHEET C206MATCH LINE SHEET C207
NOTES:
1.SEE NOTES ON SHEET C206.
BUILDING PAD
FUTURE
DEVELOPMENTLOWVOLTAGE
U01
FIRE PUMP
U021223456666778910111213141516ELECTRIC BELL8"6"6"6"6"6"6"6"6"6"FIRE PUMP
U02LOW
VOLTAGEU014"FD-44"FD-43"V UP3"V UP,3"VTR
4"4"4"4"4"4"SAN, REFER T
O
CIVIL
SWGS F
OR C
ONTINU
A
TI
ON
GCO
INV ELEV = -3'-0"± BFFBEL FLBEL FLABV CL
G
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRA
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO
W
A
T
E
R
W
A
Y
S
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE
I
R
ON
DO NOT
P
O
LLUTE DRAINS
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE I
RON
DO NOT POLLUTE DRA
I
N
S
T
O
W
A
T
E
R
W
A
Y
SNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAI
N
S
T
O
W
A
TERWAYS
NYLOPLA
S
TDUCTILE IRON
DO NOT P
O
L
L
U
T
E
D
RAINS TO WATE
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUT
E
D
R
AI
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLL
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRON
DO NOT POL
L
UTE DRA
I
N
S
T
O
WATERW
A
Y
S
DO NOT POLLUT
E DUCTILE IRO
N
NYLOPLAST DRAINS TO W
ATERWA
Y
S DO NOT POLLUTE DUCTILE IRON
NYLOPLAST
DRAINS TO
W
A
T
E
R
WAYS DO NOT POLLUTE DUCTILE IRON
NYLOPLAST
DRAINS TO
W
A
T
E
R
WAYS
NYLOPLASTDUCTILE IRON
DO NOT
P
O
L
L
U
T
E DRAIN
S
T
O
W
ATERWA
Y
SNYLOPLASTDUCTILE IRON
DO NOT P
O
L
L
U
T
E DRAIN
S
T
O
W
ATERWA
Y
S
77
73
72
71
70
69
65
64
59
60
55
54
53
79
81
82
71A
83
84
86
85
88
93
94
95
97
98
99
100
87
87A
73A
77B
77
7675
74
73
72
71
70
69
68
67
66 65
64
63
59
60
61
56
55
54
53
57
79
80
81
82
71A
83
84
86
85
88
92
93
94
95
96 97
98
99
100
87
87A
32B
96A
83A
32C
56A
56B
56C
56D
56E
56F
56G
77A
80A
56AA
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWA
Y
SNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WAT
E
R
WA
Y
S
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE D
R
A
I
N
S
T
O WATE
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST
DRAINS
T
O
WATER
W
A
YS
DO NOT POLLU
T
E DUCTILE IR
O
N
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAIN
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WAT
E
R
W
A
Y
S
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAIN
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS T
O
W
A
T
E
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
82A
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRA
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
77C
77D
61B
61A
61C 17143/4"CW SERVICE, REFER TOCIVIL DWGS FOR CONTINUATIONBEL GRADE3/4"3/4"CW UP3/4"WH-1@ 1'-6" AFFDO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
80C
80B
200
201
101
101A
BOLD
R
O
C
K
DRIVE
BOLD
R
O
C
K
DRIV
E
W
M
71B
73B
NYLOPLA
S
T
DUCTILE IR
O
N
DO NOT P
O
L
L
U
TE D
R
A
I
N
S
T
O
WA
T
E
R
W
A
Y
S
PHASE 1
PHASE 2
NYLOPLA
S
T
DUCTIL
E
I
R
O
N
DO NOT POLLU
T
E
D
R
A
I
NS T
O
W
A
T
E
R
WAY
S
NYLOPL
A
S
T
DUCTILE I
R
O
N
DO NOT POLLUT
E
D
R
A
I
N
S TO
W
A
T
E
R
W
AYS
73C73D
DO NOT POL
L
U
T
E DUCTILE IR
O
N
NYLOPLAS
T DRAINS TO WATE
R
W
A
Y
S
C
D
FG
H
J
K
L
M2
N
O
P
I
E
F3
PROP. 8"
CITY W/L
"B"
PROP. 8" CITY W/L "B"
PROP. SAN. MH
PROP. 8"
SAN. SEW.
3
4
2
1
5
6
PROP. 6"
PRIVATE FIRE
SERVICE LINE "Z"
PROP. SAN. MH
PROP. SAN. MH
1-22.5° BEND
1-22.5°
BEND
1-22.5°
BEND
2-22.5°
BEND
2-22.5°
BEND
1-22.5°
BEND
2-45°
BEND
PROP. 1.5"
WATER METER
PROP. 2" DOMESTIC
WATER SERVICE
PROP. 1.5"
WATER METER
PROP. 2" DOMESTIC
WATER SERVICE
PROP. 1.5"
WATER METER
PROP. 2" DOMESTIC
WATER SERVICE
PROP. 1.5"
WATER METER
PROP. 2" DOMESTIC
WATER SERVICE
PROP. 1.5"
WATER METER
8"X8" TEE,
3-8" G.V.
PROP. FDC
PROP. FDC
PROP.FDC
PROP. FDC
PROP. FDC
PROP. GAS LAT.
PROP. GAS LAT.
PROP. ROOF
DRAIN (TYP.)
PROP.
GAS LAT.
PROP. 4" SAN. LAT.
PROP. 4"
SAN. LAT.PROP. 4"
SAN. LAT.
PROP. 4"
SAN. LAT.
PROP. 4" SAN. LAT.
PROP. 4"
SAN. LAT.
PROP.
GAS LINE
PROP. FH
PROP. 6" FIRE
SERVICE LAT.
PROP. 6" FIRE SERVICE LAT.
PROP. 6" FIRE
SERVICE LAT.
PROP. 6" FIRE
SERVICE LAT.
PROP. 20' SAN.
SEW. ESM'T
PROP. 20' SAN.
SEW. ESM'T
PROP. 20'
SAN. SEW.
ESM'T
PROP. 20' SAN.
SEW. ESM'T
PROP. 20'
W/L ESM'T
PROP. 20'
W/L ESM'T
1-8" G.V.,
8"X6"
REDUCER
8"X8"
TEE
1-8" G.V.,
8"X6" REDUCER
8"X8" TEE
8"X8" TEE
1-8" G.V.,
8"X6"
REDUCER
8"X8" TEE
1-8" G.V.,
8"X6" REDUCER
8"X8"
TEE
1-8" G.V.,
8"X6"
REDUCER
8"X8"
TEE
1-8" G.V.,
8"X6"
REDUCER
PROP. ROOF
DRAIN STM PIPE
PROP. ROOF
DRAIN STM PIPE
PROP. ROOF
DRAIN STM PIPE
PROP.
ROOF DRAIN
STM PIPE
12+00
13+00
14+00
15+00
1
6
+
0
0
1
6
+
7
5
.
9
8
10+00
11+00
12+00
13+0
0
14+0015
+
0
0
16+00 17+0018+00
18+84.
8
4
8" PROP
CITY W/L "F"
PROP. 6"
PRIVATE FIRE
SERVICE LINE "Z"
PROP. 10' CL
AI RIP-RAP
PROP. 10' CL AI
RIP-RAP
PROP.
10' CL AI
RIP-RAP
PROP. 10' CL
AI RIP-RAP
PROP.
CLEANOUT
(TYP.)
PROP. CLEANOUT
(TYP.)
PROP. 1.5"x2"
REDUCER
PROP. 1.5"x2"
REDUCER
PROP. 1.5"x2"
REDUCER
PROP. 1.5"x2"
REDUCER
PROP. 1.5"x2"
REDUCER
6"X6" TEE
6"X6" TEE
1-11.25° BEND
2-45°
BEND
PROP. 1.5"x2"
REDUCER
PROP. FH
PROP. FH
PROP.
FH PROP. FH
PROP. FH
PROP. TRENCH DRAIN
PROP. GAS
METER
PROP.
GENERATOR
PROP. GAS
METER
PROP.
GENERATOR 1-11.25°
BEND
PROP. 2" DOMESTIC
WATER SERVICE
6"X6" TEE
PROP. GAS
METER
PROP.
GENERATOR
PROP. SAN. MH
PROP. ROOF
DRAIN (TYP.)
PROP. ROOF
DRAIN (TYP.)
PROP. 4"x6"
REDUCER
PROP. 6"
SAN. LAT.
PROP. 4" SAN. LAT.
PROP. 4"
SAN. LAT.
15+00
16+00
17+00
18+00
19+0
0
20+0021+00
2
2
+
0
023+0024+0
0
26+00
27+00
28+00
29+00
30+00
25+00
11+00
12+00
13+00
PROP. 6"
PRIVATE FIRE
SERVICE LINE "W"
5' CL AI
RIP-RAP
FRENCH DRAIN
FRENCH
DRAIN
1
0+
0
0
11+0
0
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+0
0
22+0023
+
0
0
23
+
1
2
.
6
8
PROP.
10' CL I
RIP-RAP
M
18+05.
4
5
13+25.3
8
17+65.70
PROP.
GAS LINE
PROP.
GAS LINE
PHASE 1
PHASE 2
10+07.0010+00CAP PROP. SAN. LINE
19+00
14501440
1461
1471
1430
1420
2-45°
BEND
4" WATER
SPICKET
11.25°
BEND
PROP. FH
1-8" G.V., 8"x6" REDUCER
2-45°
BEND
3 4" WATER
SERVICE
4" SAN. LAT
PROP. FIRE PUMP BLDG
PROP. FDC
PROP. 6"
PRIVATE FIRE
SERVICE LINE "Z"
PROP.
FDC
8"X8" TEE
8"X8" TEE
1-8" G.V.,
8"X6" REDUCER
PROP. 2" DOMESTIC
WATER SERVICE
PROP. 1.5"
WATER METER
PROP. 8" SAN. SEW.
PROP.
GAS LINE
PROP.
GAS LINE
PROP.
FH (HP)
PROP. 6" FIRE
SERVICE LAT.
CONNECT PROP. 8" SAN.
SEW. TO EX. 8" SAN. SEW.
1-8" G.V.,
8"X6" REDUCER
PROP. 4"
SAN. LAT.
PROP. 1.5"x2"
REDUCER
6"X6"
TEE
PROP.
FH
PROP. GAS
METER
PROP.
GAS LAT.
2-11.25°
BEND
PROP. ROOF
DRAIN (TYP.)
2-8" G.V.
PROP. 4"
SAN. LAT.
6" SAN.
LAT
4"X6"
REDUCER
8"X8" TEE
2-45°
BEND
8"X8" TEE
2-8" G.V.
6"X6" TEE
8" PROP
CITY W/L "E"
8"X8" TEE,
1-8" G.V.
2-45° BEND
1-45° BEND
1-22.5° BEND
11.25°
BEND
FIRE METER VAULT
2-45°
BEND
PROP. 6" PRIVATE
FIRE SERVICE
LINE "Y"
6"X6" TEE
11.25°
BEND
11.25°
BEND
8" PROP CITY
W/L "H"12+10.3710+001
1+
0011+79.3510+0
0
10+64.82
167
CAP TEE 11+0010+00UTILITY PLANHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664
Rev. No.Date
09 12-07-2022
1" = 30'
C206
12/07/2020
KAS
20-12
2039
MATCH LINE SHEET C207
MATCH LINE SHEET C205NOTES:
1.ALL STORM ROOF DRAIN LEADERS, UNLESS OTHERWISE REFERENCED, SHALL BE 6" PVC SDR-35. ROOF LEADER
CONNECTION TO DOWNSPOUT SHALL BE PER ARCHITECT DETAIL. USE INSERTA-TEE FOR ROOF DRAIN LEADERS
(LATERALS) TO MAIN STORM SEWER RUNS.
2.CLEANOUTS FOR ROOF DRAIN LEADERS LOCATED IN SIDEWALKS OR DRIVEWAYS SHALL BE FLAT DUCTILE IRON OR
APPROVED EQUAL METAL COVER. CLEANOUTS LOCATED IN DRIVEWAYS SHALL BE TRAFFIC RATED.
3.POWER,COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FOR REFERENCE PURPOSES IN COORDINATION OF
CONSTRUCTION. DESIGN OF THESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANY PROVIDING THE SERVICE. IF
ANY CONFLICTS BETWEEN THE CIVIL PLAN AND UTILITY COMPANY PLANS, THE ENGINEER MUST BE NOTIFIED
IMMEDIATELY TO DETERMINE THE BEST COURSE OF ACTION.
4.THE FIRE SERVICE WATER LINE SIZE AND MATERIAL SHALL BE CONFIRMED BY THE MEP FOR THE VILLAS. GREENWAY
ENGINEERING DID NOT MODEL THE PRIVATE FIRE SERVICE WATER LINE.
5.CONTRACTOR TO TEST PIT THE EXISTING SANITARY SEWER STUB ON LANNY DRIVE TO CONFIRM THE DEPTH OF THE
EXISTING SEWER BEFORE ORDERING MATERIALS AND CONSTRUCTION OF PROPOSED MANHOLE. CONTRACTOR TO
NOTIFY ENGINEER OF TEST PIT SCHEDULE TO CONFIRM DEPTH OF UTILITY AND DESIGN.
6.A 1.5" T-10 NEPTUNE WATER METER WITH READING CAPACITY PER CITY OF WINCHESTER REQUIREMENTS. A 2"
SERVICE LINE IS PROPOSED WITH A 2"X1.5" REDUCER BEFORE AND AFTER THE METER BOX TO ALLOW FOR A 1.5"
METER AND METER SETTING. THIS WILL PROVIDE A 2" SERVICE LINE TO THE VILLA BUILDING WITH A 1.5" METER.
INSTALL PER DETAIL WD-4 OF THE CITY OF WINCHESTER STANDARDS MANUAL, SIZING FOR THE WATER METER FOR
THE RESIDENTIAL BUILDING BASED UPON 50 GPM AND 2" SERVICE LINE ENTERING THE BUILDING PER MEP.
7.CL52 CEMENT-LINED DUCTILE IRON PIPE TO BE USED FOR WATER LINES UNLESS OTHERWISE SPECIFIED.
8.CL52 CEMENT-LINED DUCTILE IRON PIPE TO BE USED FOR FIRE SERVICE WATER LINES UNLESS OTHERWISE SPECIFIED.
9.SDR 26 PVC HEAVY WALL TO BE USED FOR GRAVITY SANITARY SEWER LINES UNLESS OTHERWISE SPECIFIED.
10.GAS METER LOCATION IS APPROXIMATE. CLEARANCE NEEDS CONFIRMED BY ARCHITECTS AND WASHINGTON GAS
ENGINEERS.
11.SEE SHEET C604 FOR OUTLET PROTECTION COMPUTATIONS.
12.FIRE METER SHALL BE 8" HP FIRE TURBINE AND PER CITY DETAIL WD-6. FIRE METER SHALL BE FURNISHED BY
DEVELOPER AND APPROVED BY THE DEPARTMENT OF PUBLIC UTILITIES.
PROPOSED CITY OF
WINCHESTER WATER ESMT.
8
4
8 LOW
VOLTAGE
U01
FIRE PUMP
U02122345666677891011121314 1516ELECTRIC BELL8"6"6"6"6"6"6"6"6"6"FIRE PUMPU02LOW
VOLTAGEU01
4"FD-44"FD-43"V UP3"V UP,3"VTR
4"4"4"4"4"4"SAN, REFE
R T
O CIVILSWGS
F
OR C
ONTIN
U
ATI
ON
GCO
INV ELEV = -3'-0"± BFFBEL FLBEL FLABV
CLG NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLA
S
T
DUCTILE I
R
O
N
DO NOT PO
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
T
E
RWAYSNYLOPLASTDUCTILE IRON
DO NOT
P
O
L
L
U
T
E DRAIN
S
T
O
W
ATERWA
Y
S DO NOT P
OLLUTE DUCTILE IRONNYLOPLAST
DRAINS
T
O
W
A
T
ERWAY
S
NYLOP
LASTDUCTILE IRON
DO NOT PO
L
LUTE D
R
A
I
N
S
T
O WATE
R
W
A
Y
S
DO NOT
P
O
L
L
U
TE
DUCTILE
I
RON
NYLOPL
A
ST
DRAINS TO W
A
T
E
R
W
AYS
DO NOT
P
O
L
L
U
TE
DUCTILE
I
RON
NYLOPL
A
S
T
DRAINS TO W
A
T
E
R
W
AYS
86
85
88
89
103 107
104
108106
105
87
87A
77B
86
85
88
89
102A
103 107
104
108106
105
87
87A
77A
40A
40BMAINTENANCEM01177111418194"4"4"MAINTENANCEM013/4"CW SERVICE, REFER TOCIVIL DWGS FOR CONTINUATIONBEL GRADE3/4"3/4"CW UP3/4"WH-1@ 1'-6" AFFTRAVERTINEWAY
W
M
102
PHASE 1
PHASE 2
102B
6
71420
1410
2-45°
BEND
3 4" WATER
SPICKET
1-8" G.V., 8"x6" REDUCER
2-45°
BEND
3 4" WATER
SERVICE
4" SAN. LAT
PROP. FIRE PUMP BLDG
PROP. FDC
PROP. FDC
PROP. 2" DOMESTIC
WATER SERVICE
PROP.
GAS LINE
PROP. 6" FIRE
SERVICE LAT.
PROP. UNDERGROUND
SWM FACILITY
PROP. 6"
PROP. 6" FIRE
SERVICE LAT.
TEST PIT
EX. GAS LINE TO BE DEEPENED
/ RELOCATED AT ROAD
CROSSING AS NECESSARY PER
WASHINGTON GAS DETAILS
PROP. GAS
METER
PROP.
GENERATOR
PROP. ROOF
DRAIN (TYP.)
1-45° BEND
1-22.5° BEND
FIRE METER VAULT
2-45°
BEND
6"X6" TEE
11.25°
BEND
8" PROP CITY
W/L "H"11+79.3510+64.82
RELOCATE
FW 8" W/L 45° BEND
45° BEND
45° BEND 45° BEND
163
167
10+00UTILITY PLANHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664
Rev. No.Date
09 12-07-2022
1" = 30'
C207
12/07/2020
KAS
20-12
2039
MATCH LINE SHEET C206 MATCH LINE SHEET C205
NOTES:
1.ALL STORM ROOF DRAIN LEADERS, UNLESS OTHERWISE REFERENCED, SHALL BE 6" PVC SDR-35. ROOF LEADER
CONNECTION TO DOWNSPOUT SHALL BE PER ARCHITECT DETAIL. USE INSERTA-TEE FOR ROOF DRAIN LEADERS
(LATERALS) TO MAIN STORM SEWER RUNS.
2.CLEANOUTS FOR ROOF DRAIN LEADERS LOCATED IN SIDEWALKS OR DRIVEWAYS SHALL BE FLAT DUCTILE IRON OR
APPROVED EQUAL METAL COVER. CLEANOUTS LOCATED IN DRIVEWAYS SHALL BE TRAFFIC RATED.
3.POWER,COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FOR REFERENCE PURPOSES IN COORDINATION OF
CONSTRUCTION. DESIGN OF THESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANY PROVIDING THE SERVICE. IF
ANY CONFLICTS BETWEEN THE CIVIL PLAN AND UTILITY COMPANY PLANS, THE ENGINEER MUST BE NOTIFIED
IMMEDIATELY TO DETERMINE THE BEST COURSE OF ACTION.
4.THE FIRE SERVICE WATER LINE SIZE AND MATERIAL SHALL BE CONFIRMED BY THE MEP FOR THE VILLAS. GREENWAY
ENGINEERING DID NOT MODEL THE PRIVATE FIRE SERVICE WATER LINE.
5.CONTRACTOR TO TEST PIT THE EXISTING SANITARY SEWER STUB ON LANNY DRIVE TO CONFIRM THE DEPTH OF THE
EXISTING SEWER BEFORE ORDERING MATERIALS AND CONSTRUCTION OF PROPOSED MANHOLE. CONTRACTOR TO
NOTIFY ENGINEER OF TEST PIT SCHEDULE TO CONFIRM DEPTH OF UTILITY AND DESIGN.
6.A 1.5" T-10 NEPTUNE WATER METER WITH READING CAPACITY PER CITY OF WINCHESTER REQUIREMENTS. A 2"
SERVICE LINE IS PROPOSED WITH A 2"X1.5" REDUCER BEFORE AND AFTER THE METER BOX TO ALLOW FOR A 1.5"
METER AND METER SETTING. THIS WILL PROVIDE A 2" SERVICE LINE TO THE VILLA BUILDING WITH A 1.5" METER.
INSTALL PER DETAIL WD-4 OF THE CITY OF WINCHESTER STANDARDS MANUAL, SIZING FOR THE WATER METER FOR
THE RESIDENTIAL BUILDING BASED UPON 50 GPM AND 2" SERVICE LINE ENTERING THE BUILDING PER MEP.
7.CL52 CEMENT-LINED DUCTILE IRON PIPE TO BE USED FOR WATER LINES UNLESS OTHERWISE SPECIFIED.
8.CL52 CEMENT-LINED DUCTILE IRON PIPE TO BE USED FOR FIRE SERVICE WATER LINES UNLESS OTHERWISE SPECIFIED.
9.SDR 26 PVC HEAVY WALL TO BE USED FOR GRAVITY SANITARY SEWER LINES UNLESS OTHERWISE SPECIFIED.
10.GAS METER LOCATION IS APPROXIMATE. CLEARANCE NEEDS CONFIRMED BY ARCHITECTS AND WASHINGTON GAS
ENGINEERS.
11.SEE SHEET C604 FOR OUTLET PROTECTION COMPUTATIONS.
12.FIRE METER SHALL BE 8" HP FIRE TURBINE AND PER CITY DETAIL WD-6. FIRE METER SHALL BE FURNISHED BY
DEVELOPER AND APPROVED BY THE DEPARTMENT OF PUBLIC UTILITIES.
02 80
INV
02 30
INV
13 90
INVLOWVOLTAGEU01FIRE PUMP
U021223456666778910111213141516ELECTRIC BELL8"6"6"6"6"6"6"6"6"6"FIRE PUMPU02LOWVOLTAGEU01
4"FD-44"FD-43"V UP3"V UP,3"VTR4"4"4"4"4"4"SAN, REFER TO CIVIL
SWGS FO
R
CO
N
TI
NUATIO
NGCO
INV ELE
V = -3'-0"± BFF
BEL FL
BEL FL
ABV CLGNYLOPLAS
TDUCTILE IRON
DO NOT POLLUT
E
D
R
A
I
N
S TO WATERW
A
Y
S
NYLOPLASTDUCTILE IRON
DO NOT
P
O
L
L
U
T
E
D
RAINS TO WATE
R
W
A
Y
S
NYLOPL
A
S
TDUCTILE IRO
N
DO NOT
P
O
L
L
U
TE DRAINS TO W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE
IRON
DO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
T
E
RWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT
P
O
L
L
U
TE
DUCTILE
I
RON
NYLOPL
A
S
T
DRAINS TO W
A
T
E
R
W
AYS NYLOPLAST
DUCTILE
I
R
O
N
DO NOT P
O
L
L
U
T
E
DRAINS
T
O
W
A
TERWAY
S
DO NOT POLL
U
T
E DUCTILE IR
O
N
NYLOPLAS
T DRAINS T
O
WATERW
A
Y
S
DO NOT POLL
U
T
E DUCTILE IRO
N
NYLOPLAST DRAINS T
O
WATERW
A
Y
S
NYLOPLAST
DUCTILE IRO
N
DO NOT POLLU
T
E
D
R
A
INS TO
W
A
T
E
R
WAYS
30
31
33
77
84
86
88
89
109
87
87A
32A
73A
30
31
33
77B
77
7675
74
73
56
55
54
53
57
49
50
51
52
84
86
88
89
109
111
110
87
87A
3232B32C
56A
56B
56C
56D
56E
56F
56G
77A
56AA
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLA
S
T DUCTILE IRON
DO NOT POLLUTE DRAINS TO W
A
TE
R
W
AYSNYLOPLAST
DUCTILE IR
O
N
DO NOT POLLUTE DRAINS TO WA
T
E
R
W
A
YS
NYLOPLA
S
T DUCTILE IRON
DO NOT POLLUTE DRAINS
T
O
W
A
TERWAY
S
NYLOPLA
S
T
DUCTILE IR
O
N
DO NOT POL
L
U
T
E
D
RAINS T
O
W
A
T
E
RWAYS
NYLOPL
A
S
T
DUCTILE
I
R
O
N
DO NOT
P
O
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
77C
77D
33B
33A177144"4"MAINTENANCEM013/4"CW SERVICE, REFER TOCIVIL DWGS FOR CONTINUATIONBEL GRADE3/4"3/4"CW UP3/4"WH-1@ 1'-6" AFFFELDSPAR
CT.BASALT CT.W
M
73BNYLOPLASTDUCTILE I
RON
DO NOT
POL
L
U
T
E
D
R
AINS
T
O
W
A
T
E
RWA
Y
S
PHASE 1
PHASE 2
NYLOPLAST
DUCTILE IRO
N
DO NOT P
O
L
L
U
T
E
DRAI
N
S
T
O
W
ATER
W
A
Y
S
NYLOPLAST
DUCTILE IRO
N
DO NOT PO
L
L
U
T
E
D
RAIN
S
T
O
W
A
T
ERW
A
Y
S
73C73D
FREDERICK COUNTYCITY OF WINCHESTER49A49BDO NOT POL
LUTE DUCTILE IRONNYLOPLAST
DRAINS TO
W
A
T
E
RWAYS
B
F2
K2
A
F3
PROP. 20' SAN.
SEW. ESM'T
PROP. 20' SAN.
SEW. ESM'T
10+00PROP.
10' CL AI
RIP-RAP
PROP. 10' CL
AI RIP-RAP
14+00
15+00
16+00
17+00
18+00
29+00
30+00
31+00
16+00PROP.
5' CL AI
RIP-RAP
FRENCH DRAIN
FRENCH
DRAIN
FRENCH
DRAIN
14+00
15+00
16+00
14+00
15+00
16+00
17+00
15+04.8718+05.
4
5
10+81.46
13+25.3
8
17+65.70
PHASE 1
PHASE 2
10+07.0016+37.70PROP.
10' CL I
RIP-RAP10+00CAP PROP. SAN. LINE
CAP PROP. W/L
TEMPORARY
CULVERT
18+00
19+00
1420
610
2-45°
BEND
3 4" WATER
SPICKET
11.25°
BEND
PROP. FH
1-8" G.V., 8"x6" REDUCER
2-45°
BEND
3 4" WATER
SERVICE
4" SAN. LAT
PROP. FIRE PUMP BLDG
PROP. FDC
PROP.
SAN. MH
PROP. SANITARY
SEWER MANHOLE
(TYP.)
PROP. 6"
PRIVATE FIRE
SERVICE LINE "Z"
PROP.
FDC
PROP.
FDC
8"X8" TEE
8"X8" TEE
1-8" G.V.,
8"X6" REDUCER
1-8" G.V.,
8"X6"
REDUCER
PROP. 2" DOMESTIC
WATER SERVICE
PROP. 1.5"
WATER METER
PROP. 2" DOMESTIC
WATER SERVICE
PROP. 1.5" WATER METER
PROP. 2" DOMESTIC
WATER SERVICE
PROP. GAS
LAT.
PROP. 8" SAN. SEW.
PROP.
GAS LINE
PROP.
GAS LINE
PROP.
GAS LINE
PROP.
FH (HP)
PROP. 6" FIRE
SERVICE LAT.
PROP. 6" FIRE
SERVICE LAT.
8"X6" TEE
CONNECT PROP. 8"
W/L TO EX. 6" W/L
1-8" G.V.CONNECT PROP. 8" SAN.
SEW. TO EX. 8" SAN. SEW.
8"X8" TEE
1-8" G.V.,
8"X6" REDUCER
1-8" G.V.,
8"X6" REDUCER
2-6" G.V.
8" PROP
CITY W/L "F"
PROP. 6"
PRIVATE FIRE
SERVICE LINE "Z"PROP. 4"
SAN. LAT.
PROP. 4"
SAN. LAT.
PROP.
CLEANOUT
(TYP.)
PROP. 1.5"x2"
REDUCER
PROP.
1.5"x2"
REDUCER
6"X6"
TEE
PROP.
FH
PROP.
FH
PROP.
FH
TEST PIT
TEST PIT
PROP. GAS
METER
PROP.
GENERATOR
6"X6"
TEE
PROP.
GAS LAT.
2-11.25°
BEND
PROP. ROOF
DRAIN (TYP.)
2-8" G.V.
SERVICE LINE "X"
PROP. 4"
SAN. LAT.
PROP. ROOF
DRAIN (TYP.)
6" SAN.
LAT
4"X6"
REDUCER
8"X8" TEE
2-45°
BEND
8"X8" TEE
2-8" G.V.
6"X6" TEE
8" PROP
CITY W/L "E"
8"X8" TEE,
1-8" G.V.
2-45° BEND
1-45° BEND
1-22.5° BEND
11.25°
BEND
FIRE METER VAULT
2-45°
BEND
PROP. 6" PRIVATE
FIRE SERVICE
LINE "Y"
6"X6" TEE
11.25°
BEND
11.25°
BEND
8" PROP CITY
W/L "H"12+10.3710+0011+0011+79.3510+0
0
10+64.82
163
167
CAP TEE 11+0010+00UTILITY PLAN - PHASE 1 ONLYHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664
Rev. No.Date
09 12-07-2022
1" = 30'
C208
12/07/2020
KAS
20-12
2039
MATCH LINE SHEET C207
MATCH LINE SHEET C205NOTES:
1.ALL STORM ROOF DRAIN LEADERS, UNLESS OTHERWISE REFERENCED, SHALL BE 6" PVC SDR-35. ROOF LEADER
CONNECTION TO DOWNSPOUT SHALL BE PER ARCHITECT DETAIL. USE INSERTA-TEE FOR ROOF DRAIN LEADERS
(LATERALS) TO MAIN STORM SEWER RUNS.
2.CLEANOUTS FOR ROOF DRAIN LEADERS LOCATED IN SIDEWALKS OR DRIVEWAYS SHALL BE FLAT DUCTILE IRON OR
APPROVED EQUAL METAL COVER. CLEANOUTS LOCATED IN DRIVEWAYS SHALL BE TRAFFIC RATED.
3.POWER,COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FOR REFERENCE PURPOSES IN COORDINATION OF
CONSTRUCTION. DESIGN OF THESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANY PROVIDING THE SERVICE. IF
ANY CONFLICTS BETWEEN THE CIVIL PLAN AND UTILITY COMPANY PLANS, THE ENGINEER MUST BE NOTIFIED
IMMEDIATELY TO DETERMINE THE BEST COURSE OF ACTION.
4.THE FIRE SERVICE WATER LINE SIZE AND MATERIAL SHALL BE CONFIRMED BY THE MEP FOR THE VILLAS. GREENWAY
ENGINEERING DID NOT MODEL THE PRIVATE FIRE SERVICE WATER LINE.
5.CONTRACTOR TO TEST PIT THE EXISTING SANITARY SEWER STUB ON LANNY DRIVE TO CONFIRM THE DEPTH OF THE
EXISTING SEWER BEFORE ORDERING MATERIALS AND CONSTRUCTION OF PROPOSED MANHOLE. CONTRACTOR TO
NOTIFY ENGINEER OF TEST PIT SCHEDULE TO CONFIRM DEPTH OF UTILITY AND DESIGN.
6.A 1.5" T-10 NEPTUNE WATER METER WITH READING CAPACITY PER CITY OF WINCHESTER REQUIREMENTS. A 2"
SERVICE LINE IS PROPOSED WITH A 2"X1.5" REDUCER BEFORE AND AFTER THE METER BOX TO ALLOW FOR A 1.5"
METER AND METER SETTING. THIS WILL PROVIDE A 2" SERVICE LINE TO THE VILLA BUILDING WITH A 1.5" METER.
INSTALL PER DETAIL WD-4 OF THE CITY OF WINCHESTER STANDARDS MANUAL, SIZING FOR THE WATER METER FOR
THE RESIDENTIAL BUILDING BASED UPON 50 GPM AND 2" SERVICE LINE ENTERING THE BUILDING PER MEP.
7.CL52 CEMENT-LINED DUCTILE IRON PIPE TO BE USED FOR WATER LINES UNLESS OTHERWISE SPECIFIED.
8.CL52 CEMENT-LINED DUCTILE IRON PIPE TO BE USED FOR FIRE SERVICE WATER LINES UNLESS OTHERWISE SPECIFIED.
9.SDR 26 PVC HEAVY WALL TO BE USED FOR GRAVITY SANITARY SEWER LINES UNLESS OTHERWISE SPECIFIED.
10.GAS METER LOCATION IS APPROXIMATE. CLEARANCE NEEDS CONFIRMED BY ARCHITECTS AND WASHINGTON GAS
ENGINEERS.
11.SEE SHEET C604 FOR OUTLET PROTECTION COMPUTATIONS.
12.FIRE METER SHALL BE 8" HP FIRE TURBINE AND PER CITY DETAIL WD-6. FIRE METER SHALL BE FURNISHED BY
DEVELOPER AND APPROVED BY THE DEPARTMENT OF PUBLIC UTILITIES.
A
B
X
WV
UT
SR
C
Q
P
O
N
M
L
K
C
J
I
H
G
F
E
D
C
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS T
O
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRA
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST
DUCTILE IRO
N
DO NOT POLL
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DR
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO W
A
T
E
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAS
T
DUCTILE IR
O
N
DO NOT POLLUTE DR
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRO
N
DO NOT POLLUTE DRAINS T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IR
O
N
DO NOT POLLUT
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IR
O
N
DO NOT POLLUTE DRAINS
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IR
O
N
DO NOT POLLUTE DRAINS
T
O
W
A
T
E
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS
T
O
W
A
T
E
R
W
A
Y
S NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUT
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
YS
DO NOT PO
L
L
U
TE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERW
A
Y
S NYLOPLAST
DUCTILE IRON
DO NOT POLLU
T
E
D
R
A
I
N
S
T
O
W
A
T
E
RWAYS
DO NOT POLLUTE
DUCTILE IRONNYLOPLAST
DRAINS TO WATERWA
Y
S
DO NOT POL
L
U
T
E
DUCTILE
I
R
O
N
NYLOPLAST
DRAINS TO WATE
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLU
T
E
D
RAINS T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLL
U
T
E
D
R
A
I
NS TO W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST
DUCTILE IR
O
N
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
D
R
A
I
NS TO W
A
T
E
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAS
T
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLU
T
E DRAIN
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE DUCTILE IRON
NYLOPLAST DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST
DRAINS T
O
W
A
T
E
R
W
A
Y
S
DO NOT POLLUTE DUCTILE IRON
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST
DRAINS TO WATE
R
W
A
Y
S
DO NOT POLLU
T
E
DUCTILE IRO
N
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWA
Y
S
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWA
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRO
N
DO NOT POLL
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST
DRAINS TO
WATERW
A
Y
S
DO NOT P
OLLUTE
DUCTILE IRO
N
NYLOPLA
S
T
DRAINS TO WA
T
E
R
W
A
Y
S
DO NOT POLLUTE DUCTILE IRO
N
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
2
1
3
4
5
6 7
8
910
PROP. WET POND
PROP. WET
POND
PROP.
INGRESS/
EGRESS
EASEMENT
BOLD ROCKDRIVEFELDSPAR
CT.TRAVERTINEWAY
BOLD
R
O
C
K
DRIVE
BOLD ROCK
DRIVE
BOLD
R
O
C
K
DRIVE
BASALT CT.WM
NYLOPLAST
DUCTILE IRON
DO NOT POLL
U
T
E
D
R
A
I
N
S
T
O
W
ATER
W
A
Y
S
NYLOPLAST
DUCTILE IR
O
N
DO NOT POLLUTE DRA
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE D
R
A
I
N
S
T
O
W
A
T
E
RWA
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLL
U
T
E
DUCTILE IRONNYLOPLAST
DRAINS TO WATER
W
A
Y
S
FREDERICK COUNTYCITY OF WINCHESTERPHASE 1
PHASE 2
PROP.
GRAVEL
TEMPORARY
STAGING
AEA 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664OVERALL GRADING PLANRev. No.Date
06 01-18-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 60'
C209
12/07/2020
KAS
20-12
2039
SHEET C210
SHEET C211
SHEET C216
SHEET C212SHEET C213
SHEET C215
SHEET C214
18
17
16
15
14
46
47
12
11
10
11A
12A
109
1
3A
3
128
131
130
18
17
16
15
14
13
45
46
47
12
11
10
11A
12A
109
2 1
3A
3
128
127
131
130 NYLOPLASTDRAINS TO WATERWA
YS
DO NOT PO
LLUTE DUCTILE IRON109A
45A
BOLD ROCKDRIVEFELDSPAR
CT.
14
18
12
92
94 00
GND
98 50
INV
97 85
INV
FOREBAY #2
13 85
OLR 13 74
13 78
SW4.813 604.413 49
14 54 14 43 %5.2SWM
RISER
"B"
SWM LOW
FLOW
CONTROL
GATE
VALVE
SWM
OUTFALL
POND
DRAIN
DEEP POOL
CURB TRANSITION
CURB TRANSITION
NORMAL POOL
WSE = 799.5
5'FOREBAY #1
5'5'5'5' AQUATIC/SAFETY
BENCH
10'
10' AQUATIC
BENCH
NORMAL POOL
WSE = 799.5
"D"
PROVIDE
POSITIVE
DRAINAGE
MATCH EX. EP
ELEVATION
MATCH EX. EP
ELEVATION
MATCH EX. EP
ELEVATION
60 MIL SYNTHETIC
LINER TO ENCOMPASS
ENTIRE FACILITY UP TO
10YR WSE
60 MIL SYNTHETIC
LINER TO ENCOMPASS
ENTIRE FACILITY UP TO
10YR WSE
13 78
SW
13 68
SW
13 68
SW
14 11 13 00
10 85
TOP
1462
SW
1472
SW1474
SW
1464
SW
12 15
SW
12
43
12 34
SW%3.610 51
SW
10 41
SW
09 91
SW
09 81
SW
09 40
SW
10 51
SW
09 50
SW
09 81
SW
09 91
SW
08 64
SW 08 54
SW
08 58
SW
08 48
SW
ARMOUR SPILLWAY WITH
NA GREEN SHOREMAX
REINFORCED WITH P300
ARMOUR SPILLWAY
WITH NA GREEN P300
CLASS I
RIP-RAP
(T=26")
CLASS I RIP-RAP
(T=26")
01 50
INV
5' AQUATIC/
SAFETY BENCH 6'WETLAND SHELF
ZONE 1
(-6" TO -12")
WETLAND SHELF
ZONE 2
(0" TO -6")81081281481660 MIL SYNTHETIC
LINER TO ENCOMPASS
ENTIRE FACILITY UP TO
10YR WSE
60 MIL SYNTHETIC
LINER TO ENCOMPASS
ENTIRE FACILITY UP TO
10YR WSE
95 00
GND
10' AQUATIC
BENCH
10' SAFETY
BENCH10'10'10'10'WETLAND SHELF
ZONE 3
(0" TO +12")
810812 812812
806
808
810
812810792799.5798.5796794798792
799.5
798.5
796
794
798 792799.5798.5796794798808
806
810
812
814
806808 808806810814
814
814
816
818804808802
804
805
796
800
802802.5
802.7
801
804
802
804
805
800
805
800
799.5
798.5
798
799.5
798.
5
798
798
796
800
800
798
796
806804802800798804802804802798.5
798.7
801
80
1
801
04 00
GND
04 00
GND
00 00
GND
00 00
GND
00 00
GND
03 90
GND
03 90
GND
03 90
GND
04 00
GND
03 90
GND
03 90
GND
03 90
GND30'18'800802804806806804802800798796800802804806808796798806806804802800792799.5798.5796794798806
804
802
800
806808
08 20
GND
08 20
GND
08 20
GND
08 20
GND
08 20
GND
08 20
GND %2.100 64
EP 00 00
EP
08 20
GND
06 87
GND 07 11
GND 07 35
GND
TOP OF BERM = 12'
10'
10' AQUATIC
BENCH
11' SAFETY
BENCH
SWM ACCESS
SWM ACCESS
NORMAL POOL
WSE = 799.5
10' AQUATIC
BENCH
10YR WSE =
802.99
10YR WSE =
802.99
10' SAFETY
BENCH
11'TOP OF BERM = 12'10'794794"C"
"A"
"B"
"C"
10YR WSE
= 802.99
10YR WSE
= 802.99
PROP.10' CL AI
RIP-RAP
PROP. 10' CL AI
RIP-RAP
PROP.
10' CL AI
RIP-RAP
PROP. 10' CL I
RIP-RAP
PROP. 10' CL
AI RIP-RAP
PROP. 10' CL I
RIP-RAP
PROP. 10' CL I
RIP-RAP 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664GRADING PLANRev. No.Date
08 08-09-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 20'
C210
12/07/2020
KAS
20-12
2039
MATCH LINE SHEET C211
MATCH LINE SHEET C215NOTES:
1.ACCESSIBLE ROUTES SHOWN WITH RED DASH HAVE A MAX. RUNNING SLOPE 5% AND MAX. CROSS SLOPE 2%.
2.PROPERTY OWNER IS TO CONSERVE THE 50' MATURE WOODLAND FULL SCREEN FOR RESIDENTIAL
SEPARATION BUFFER. THE PROPERTY OWNER IS NOT ALLOWED TO CLEAR THIS VEGETATION.
3.HANDRAILS SHALL BE PROVIDED AT ALL EXTERIOR STAIRS AND RAMPS. LOCATION OF HANDRAILS TO BE
DETERMINED IN THE FIELD AND PROVIDE 5' WIDE ACCESS.
4.ALL DOOR THRESHOLDS ARE GRADED WITH 0' DROP FROM INTERIOR TO EXTERIOR.
5.TW= PROPOSED GROUND GRADE AT THE TOP OF WALL, HIGH SIDE OF RETAINING WALL. ACTUAL RETAINING
WALL MAY EXTEND ABOVE GRADE, SEE DESIGN BY OTHERS. SAFETY FENCING TO BE INSTALLED ALONG
RETAINING WALLS WHERE NECESSARY PER HEIGHT REQUIREMENTS, TO BE INSTALLED BY OTHERS.
6.BW= PROPOSED FINISHED GRADE AT THE BOTTOM OF THE WALL, LOW SIDE OF RETAINING WALL. ACTUAL
RETAINING WALL WILL EXTEND BELOW GRADE, SEE DESIGN BY OTHERS.
7.BUILDING PERMIT IS REQUIRED FOR RETAINING WALLS WITH 3' OR MORE OF UNBALANCED FILL.
8.NO EROSION, SEDIMENTATION, OR FLOODING DOWNGRADIENT PROPERTIES WILL TAKE PLACE FROM THE
UNCONTROLLED SHEET FLOW COMING OF THE SITE.
9.THE STORMWATER MANAGEMENT POND WILL BE PRIVATELY OWNED.
NYLOPLAST
DUCTILE I
R
O
N
DO NOT P
O
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRO
NDO NOT POL
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLL
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
SNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST
DUCTILE IRO
NDO NOT PO
L
L
U
T
E
D
R
AI
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRO
NDO NOT PO
L
L
U
T
E
D
R
AI
N
S
T
O
W
A
T
E
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWA
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOP
L
A
S
TDUCTILE IRONDO 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
NYLOPLASTDUCT
I
L
E
I
R
O
N
DO NOT POLLUTE DRAINS T
O
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERW
A
Y
S
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
18
17
16
15
14
19 20
21
22
2728
42
29
41
46
47
1
38
39
35B
18
17
16
15
14
13
19 20
21
22
23
24
25A
2728
36
37
44
42
29
41
45
46
47
48
2 1
38
39
40
35
25
NYLOPLAS
TDUCTILE IRON
DO NOT P
OLLU
TE
DRAI
NS T
O
WA
TER
WAY
S
NYLOP
L
A
S
T
DUCTIL
E
I
R
O
N
DO NO
T
P
O
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
20A DO NOT POL
L
U
TE DUCTILE IRONNYLOPLASTDRAINS TO W
A
T
ERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERW
A
Y
S
35C
35A
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWA
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWA
Y
S
40A
40B
NYLOPLASTDRAINS TO WA
TERWA
YS
DO NOT PO
LLUTE DUCTILE IRONNYLOPL
A
S
T
DUCT
I
L
E
I
R
O
N
DO NOT
P
O
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
43
43A43B43C
33C33B
33A
NYLOPLASTDRAINS TO
WATERWAYS
DO NOT
POLLUTEDUCTILE IRONNYLOPLASTDRAINS T
O WATE
RWAYS
DO NOT POLLUTEDUCTILE IRONDO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWA
Y
S
45A
PROP. WET
POND
PROP. RETAINING
WALL (TYP.)PROP. RETAINING
WALL (TYP.)
LIMITS OF DISTURBANCE
(TYP.)
PROP.
GENERATOR
PAD (TYP.)
PROP.
GENERATOR
PAD (TYP.)
PROP. STAIRS
PROP.
INGRESS/
EGRESS
EASEMENT
PROP. STAIRS
W/HANDRAIL
FELDSPAR
CT.
BOLD ROCK
DRIVE
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERW
A
Y
S 37A
20
32
30
92
2FE= 847.07
1FE= 836.40
GAR= 826.40
14
18
12
92
23
00
LP
2FE= 841.07
1FE= 830.40
GAR= 820.40
2FE= 835.49
1FE= 824.82
GAR= 814.82
2FE= 836.36
1FE= 825.69
GAR= 815.69
09
80
LP3:1
GND
36 36
36 27%1.015 61 15 61
15 61
35 65
SW
36 03
SW
%2.036 07
GND
36 03
SW
36 27
GND
36 16
SW
36 36
36 27%1.032 32
GND
32 30
GND
32 10
GND 31 30
GND
31 00
GND
30 50
GND
31 00
GND
30 40
GND
31 60
GND 31 40
GND
31 1
GND
30 55
GND
15 69
GND 15 69
GND
15 69
15 69 15 69 %1.0%1.024 82
24 73
24 82
24 73
14 74
14 74
14 74
14 74
14 74
24 82
24 73%1.0%2.024 49
GND
24 49
GND
24 49
GND
24 25
GND
24 73
GND 24 49
GND
24 49
GND
24 49
GND
24 49
GND
24 32
GND
24 32
GND
24 49
GND
23 69
GND
2399
GND
24 19
GND2462
SW
24 49
SW
24 35
SW
24 45
SW
24 20
SW
24 10
SW
24 20
SW
24 10
SW
24 00
SW2410
SW
24 49
GND
24 49
GND
24 32
GND
23 80
GND
24 32
GND
24 32
GND
24 32
GND
24 32
GND
24 20
GND
24 32
GND
23 35
GND
23 50
GND
24 30
BP
24 49
GND
24 20
GND
23 95
GND
29
35 80 36 32
36 32
36 32
36 40
GND 36 40
GND
36 40
46 74
GND %2.046 74
GND%2.045 50
GND
46 74
GND%1.047 07 %1.047 07
46 98
4698
46 60
GND
46 45
GND46 74
GND 45 47
GND
46 57
GND
46 74
GND4674
GND
46 64
GND
26 40
SW
26 40
SW
26 32
26 32
46 53
GND
46 67
GND
45 81
GND
45 95
GND
46 10
GND
36 10
SW
36 15
SW
36 10
SW
36 23
SW
36 35
SW
36 40
36 05
SW
36 40
GND
36 40
GND
36 40
36 29
SW36 35
SW3595
SW3590
SW
26 40 26 33
SW 26 40
26 26
SW
26 26
SW
25 29
25 33
25 12
25 14
25 76 26 052611
26 11 25 76
24 57
25 78
25 91
46 37
GND
46 20
GND
46 00
GND
45 30
GND4650
GND
46 39
GND
45 65
GND
45 20
GND
45 50
GND
46 00
GND
46 84
GND
25 66
26 10
GND 26 60
GND
26 70
GND
26 00
GND
26 10
GND
25 68
OLR
25 47
26 00
SW
36 08
SW %1.03619
SW
35 90
FOREBAY #2
20 32
19 63
19 50
19 30
19 671996
20 40
19 99
19 82
19 63
19 88
20 26
SW
20 32
20 40
20 40
20 40
20 40
20 40
GND
21 00
GND%1.030 31
30 40
%1.030 31
30 40%1.0%2.0%4.719 28
19 17
19 20
SW
30 40
30 31
SW
30 31
SW
29 95
SW
29 95
SW
18 15
17 73
20 32
20 32
20 32
19 71
19 41
19 56
18 84
18 56
18 04
19 99 19 84
19 59
19 05
GND
19 70
GND
19 30
GND
20 26
SW
20 36
SW
20 24
SW
20 34
SW
20 40
GND
20 26
SW
20 80
SW
20 30
SW
18 80
TOP
30 07
GND
30 07
GND
30 07
GND
30 07
GND
30 07
GND
30 07
GND
29 82
GND
30 07
GND
30 07
GND
30 07
GND
30 07
GND
30 07
GND
30 07
GND
30 07
GND
30 07
GND
29 80
GND
29 00
TOP
29 45
OLR
29 80
GND
29 80
GND
29 80
GND
29 80
GND
29 80
GND
29 80
GND
29 80
GND
29 80
GND
26 90
GND
21 20
GND
14 82
14 82 14 82
14 74
13 85
OLR 13 74
14 68
SW
13 78
SW%4.813 60%4.413 49
14 58
SW
14 68
SW
14 54
SW
14 54 14 43%4.915 55
SW
14 64
SW
14 72
SW
1462
SW %1.1%5.215 42
SW
15 52
SW1559
SW
1549
SW %1.0%5.314 72
SW
14 62
SW
15 59
SW
15 49
SW
SW
SW
%
3.5
26 30
SW
26 30
SW
%2.3
SWM
RISER
SWM LOW
FLOW
CONTROL SWM
OUTFALL
CURB TRANSITION
CURB TRANSITION5'5' AQUATIC/SAFETY
BENCH
NORMAL POOL
WSE = 799.5
"D"
PROVIDE
POSITIVE
DRAINAGE
MEET & MATCH
EX. EP & CURB
PROP. STAIRS
W/HANDRAIL
14 82
GND
14 82
GND
14 82
GND
14 82
GND
13 78
SW
13 68
SW
13 68
SW
14 31
14 11
13 91
13 20
TOP%1.5%1.5
%4.7
24 49
GND
14 18
12 96
13 091370
13 00
13 14
13 32
13 14
%
1.
4
13 381364
1390
14 34
13 74
14 30
14 04
10 85
TOP
13 22
GND
14 70
GND
%2.0
%4.0
1462
SW
1472
SW1474
SW
1464
SW
12 15
SW
14 81
14 61
1506
14 96
14 56
30 85
GND
36 27
GND
36 03
GND
32 55
GND %1.1%4.125 47
%1.3%4.525 19
24 96
SW
27 00
GND
26 10
GND
26 00
GND
24 49
SW
22 99
SW
PROP. STAIRS
W/HANDRAIL
3R
6R
PROP. STAIRS
W/HANDRAIL
33 03
SW
33 03
SW 32 96
SW3331
GND
35 95
GND 35 90
TOP 22 93
SW
2425
GND
23 69
GND
24 00
GND
24 49
GND %1.4%
3.
5
%
4.
6
20 08 20 04
20 22
2056
2030
%
1.
5
2020
19 44
19 30
SW
19 76
OLR
2020
20 10
TOP
26 60
TOP
27 00
GND
29 00
TOP
29 40
OLR
29 92
GND
3007
GND
19 42
OLR 19 42
OLR
29 52
GND
29 32
GND
29 02
GND
29 80
GND
21 60
GND
46 20
GND
52 30
BP
45 00
TOP 45 00
TOP4560
BP
45 53
GND4660
GND
45 25
BP
51 45
GND
26 20
GND
26 24
SW
36 40
36 30
SW 36 30
SW
36 20
SW%1.5 36 20
SW
36 32
GND
36 10
SW
36 02
SW
52 60
GND 51 80
GND
26 37
SW
TW=851.45
BW=846.50 TW=846.00
BW=845.90
TW=846.10
BW=826.86 TW=845.70
BW=826.65
TW=845.30
BW=827.00
TW=837.75
BW=826.60
TW=834.27
BW=826.70
TW=826.00
BW=826.00
TW=820.40
BW=820.40
TW=827.00
BW=820.70
TW=835.00
BW=821.30
TW=836.20
BW=821.60
TW=835.80
BW=821.30
TW=829.70
BW=820.65
TW=830.10
BW=820.80
TW=830.10
BW=821.20
TW=830.07
BW=820.80
TW=819.30
BW=819.30
TW=828.00
BW=820.60
TW=829.60
BW=820.62
TW=830.07
BW=820.85
TW=816.00
BW=815.80
TW=824.00
BW=815.00
TW=824.49
BW=815.00
TW=824.20
BW=814.90
TW=834.92
BW=834.87
TW=835.95
BW=833.03
TW=836.00
BW=832.96
TW=836.00
BW=832.32
TW=836.07
BW=832.55
TW=852.60
BW=835.93
TW=819.97
BW=819.95
TW=823.20
BW=820.55
TW=824.11
BW=822.25
TW=824.21
BW=822.48
TW=824.43
BW=822.97
TW=827.77
BW=827.40 TW=826.70
BW=823.50
TW=824.20
BW=824.10
TW=823.96
BW=823.93
TW=824.49
BW=822.96
TW=836.40
BW=826.40
TW=836.35
BW=826.20
29 56
GND
TW=826.10
BW=826.10
TW=828.00
BW=826.10
TW=829.10
BW=826.10
TW=836.23
BW=830.00
TW=833.24
BW=833.19
TW=835.67
BW=833.30
TW=836.00
BW=831.60
TW=835.57
BW=835.57
35 77
33 30
SW
33 40
SW
35 87
3567
SW
35 51
SW3561
SW
4R
35 72
SW
TW=836.00
BW=830.93
3557
OLR
12
43
13 14
12 34
SW
%4.0
%3.6%3.0
%2.0
13 21
19 901995
19 24
19 24
19 56
19 56
14 41
TW=831.00
BW=816.20
TW=830.85
BW=815.65
TW=824.49
BW=815.20
TW=824.40
BW=815.20
TW=829.00
BW=816.00
TW=824.00
BW=815.60
1394
13 99
16 00
GND 15 60
GND
19 49 19 80
GND
TW=822.00
BW=820.30
26 32
SW
25 90
SW
25 79
OLR
25 84
SW 25 59
SW
2590
SW2622
SW
25 14
35 70
TW=851.80
BW=836.35
35 63
LP
TW=835.78
BW=833.07 20 09
TOP
10 51
SW
10 50
GND
39 80
TOP
35 35
TOP
35 50
GND
10 41
SW
09 40
SW
10 51
SW
09 50
ARMOUR SPILLWAY
WITH NA GREEN P300
10 30
BP
14 76
TOP
15 26
BP
20 66
TOP
21 06
BP
28 24
TOP
28 74
BP
40 30
BP
60 MIL SYNTHETIC
LINER TO ENCOMPASS
ENTIRE FACILITY UP TO
10YR WSE 812812832830808810812814816818826
824
822
812
806
808
810
812810799.5798.5796798802
804
828836826852846
842
846
8
4
4
826
828826814
814
814
8
1
4
818
816822824
8
2
0822
824824
826828830832810820 820802
804
805 812814816818820822824826828814
836
836
820824834
832
830
83
0
83
0
820
844
848
820820
838
836
834
832
830
828826824822796
798
796
804801
80
1
46 17
TOP
812812800802804806808796798806806804802800802
804
80480680008 20
GND %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
SWM ACCESS
10YR WSE =
802.99
EMERGENCY
SPILLWAY
ARMOUR SPILLWAY WITH
NA GREEN SHOREMAX
REINFORCED WITH P300
TOP OF BERM = 12'794"E"
"E"
"D"
"D"
"A"
1
8
'10'10YR WSE
= 802.99
10
9
8
7
PROP.10' CL AI
RIP-RAP
PROP. 10' CL AI
RIP-RAP
PROP.
10' CL AI
RIP-RAP 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664GRADING PLANRev. No.Date
08 08-09-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 20'
C211
12/07/2020
KAS
20-12
2039
MATCH LINE SHEET C210MATCH LINE SHEET C212ACCESSIBLE ROUTE
-MAX. RUNNING SLOPE 5%
-MAX. CROSS SLOPE 2%
KEY
NOTES:
1.ACCESSIBLE ROUTES SHOWN WITH RED DASH HAVE A MAX. RUNNING SLOPE 5% AND MAX. CROSS SLOPE 2%.
2.PROPERTY OWNER IS TO CONSERVE THE 50' MATURE WOODLAND FULL SCREEN FOR RESIDENTIAL
SEPARATION BUFFER. THE PROPERTY OWNER IS NOT ALLOWED TO CLEAR THIS VEGETATION.
3.HANDRAILS SHALL BE PROVIDED AT ALL EXTERIOR STAIRS AND RAMPS. LOCATION OF HANDRAILS TO BE
DETERMINED IN THE FIELD AND PROVIDE 5' WIDE ACCESS.
4.ALL DOOR THRESHOLDS ARE GRADED WITH 0' DROP FROM INTERIOR TO EXTERIOR.
5.TW= PROPOSED GROUND GRADE AT THE TOP OF WALL, HIGH SIDE OF RETAINING WALL. ACTUAL RETAINING
WALL MAY EXTEND ABOVE GRADE, SEE DESIGN BY OTHERS. SAFETY FENCING TO BE INSTALLED ALONG
RETAINING WALLS WHERE NECESSARY PER HEIGHT REQUIREMENTS, TO BE INSTALLED BY OTHERS.
6.BW= PROPOSED FINISHED GRADE AT THE BOTTOM OF THE WALL, LOW SIDE OF RETAINING WALL. ACTUAL
RETAINING WALL WILL EXTEND BELOW GRADE, SEE DESIGN BY OTHERS.
7.BUILDING PERMIT IS REQUIRED FOR RETAINING WALLS WITH 3' OR MORE OF UNBALANCED FILL.
8.NO EROSION, SEDIMENTATION, OR FLOODING DOWNGRADIENT PROPERTIES WILL TAKE PLACE FROM THE
UNCONTROLLED SHEET FLOW COMING OF THE SITE.
9.THE STORMWATER MANAGEMENT POND WILL BE PRIVATELY OWNED.
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S NYLOPLASTDUCTILE IRON
DO NOT POLLUTE
D
RAINS TO WAT
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO N
O
T
POLLUTE DRAI
N
S
T
O
W
ATERWAYSNYLOPLASTDUCTILE
I
RON
DO NOT POLLUTE
D
RAINS TO WAT
E
R
W
A
Y
S
NYLOPLASTDUCTIL
E
I
RON
DO NOT PO
L
L
UTE DRAINS TO
W
A
T
E
RWAYS
NYLOPLAST
DUCTILE I
R
O
N
DO NOT POL
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRONDO NOT POLLUTE
D
RAINS T
O
WATERW
A
YS DO NOT POLLUTE DUCTILE IRONNYLOPLASTDRAINS
T
O
WATER
W
AYS NYLOPLASTDUCTILE IR
ON
DO NOT POL
L
U
TE DRA
I
N
S
TO WA
T
E
RWAYS
DO NOT POLLUT
E DUCTILE IRONNYLOPLASTDRAINS TO WAT
E
RWAYS DO NOT POLLU
T
E DUCTILE IRON
NYLOPLASTDRAINS TO WAT
E
RWAYS
NYLOPLASTDUCTILE IRON
DO NOT
P
O
LLUTE D
R
A
INS TO
W
ATERWA
Y
SNYLOPLAS
TDUCTILE IRONDO NOT POLLUT
E
DRAINS
T
O
WATER
W
AYS
30
31
33
77
73
72
71
59
60
55
54
53
81
82
71A
83
84
86
85
88
89
100
87
87A
32A
73A
30
31
33
77B
77
7675
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
3232B
83A
32C
56A
56B
56C
56D
56E
56F
56G
77A
56AA
NYLOPLA
S
TDUCTILE IRO
N
DO NOT POLL
U
T
E
DRAIN
S
TO WATE
R
WAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERW
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERW
A
Y
S
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRA
I
N
S
TO WATE
RWAYSNYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS
T
O
WATERW
AYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE D
R
A
I
NS TO W
A
TERWAYS
NYLOPLA
S
TDUCTILE IR
O
N
DO NOT POL
L
U
TE DRAI
N
S
TO WAT
E
RWAYS
40B
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
82A
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRONDO NO
T
P
O
L
L
U
T
E
D
R
AINS TO WATERWAYS
77C
77D
33B
33A
61A
PROP. RETAINING
WALL (TYP.)
PROP.
GENERATOR
PAD (TYP.)
PROP.
GENERATOR
PAD (TYP.)
FELDSPAR
CT.TRAVERTINEWAY
BOLD
R
O
C
K
DRIVE
BOLD
R
O
C
K
W
M
71B
73B
NYLOPLA
S
T
DUCTIL
E
I
R
ON
DO NOT
POLL
U
T
E
DRAI
N
S
T
O W
A
T
E
R
WAY
S
PHASE 1
PHASE 2
NYLOPL
AST DUCTILE IR
O
N
DO NOT
P
O
L
L
UTE
D
R
A
I
NS T
O
W
ATER
W
A
Y
S
NYLOPLAS
T DUCTILE IRO
N
DO NOT
P
O
L
L
UTE
D
R
A
I
NS T
O
W
ATER
W
A
Y
S
73C73D
PROP. TYPE 3
BARRICADE w/ ROAD
CLOSED SIGN (R11-2)
PROP. TYPE 3
BARRICADE w/ ROAD
CLOSED SIGN (R11-2)
DO NOT PO
L
LUTE DUCTILE IRONNYLOPLASTDRAINS TO W
A
TERWAY
S
77
41 88
42 11
42 21
42 44
42 55
42 69
42 79
44 26
43 07
21 22
OLR
21 12
20 97
20 87
20 65
20 54
2FE= 864.37
1FE= 853.70
GAR= 843.70
43 62
43 62
43 62
43 70
43 704370
43 70
43 62
43 62
43 70
43 70
GND
43 62
43 62
43 62
53 70
43 22
43 43
42 82
43 12
43 02
42 32
42 10
43 42
43 05
42 314256
42 17
42 33
42 454293
42 85
53 61
53 61
53 17
53 17
53 70
53 70
53 61
43 70
GND
43 70
GND
43 70
GND
53 10
GND
53 37
GND
53 37
GND
53 37
GND
53 37
GND
53 37
GND
53 37
GND
53 37
GND
52 80
GND
53 37
GND
53 37
GND
53 61
53 20
GND
53 20
GND
53 20
GND
53 20
GND
53 20
GND 53 20
GND
53 20
GND
53 37
GND
53 00
BP
53 20
GND
53 20
GND5320
GND
53 20
GND
53 20
GND
53 37
GND
53 20
GND %2.0%1.0%1.0%1.03:153 37
GND
43 70
GND
43 55
GND
85
42 85
42 85
42 85
42 71
42 93
GND
42 93
GND
60
GND
52 60
GND
52 60
GND
52 43
GND
52 43
GND 52 05
GND5243
GND
52 43
GND
42 87
GND
41 60
TOP
42 13
42 35
42 74
42 95
42 18
41 97
42 10
OLR
43 41
43 15
42 59
42 90
43 40
43 30
53 37
GND
53 37
GND
50 80
TOP
52 20
GND
43 70
GND
23 59
23 67
23 59
23 59
23 45
23 67
GND
4250
GND
GND
44 00
GND
43 83
GND
23 29
53 20
GND
53 20
GND
22 74 22 33
22 02
22 02
22 10
GND2202
22 10
GND
22 02
22 02
22 10
22 10
22 10
22 02
22 02
42 77
42 68
42 68
42 44
42 44 42 77
42 774268
22 10
GND
22 10
GND
4214
GND
42 44
GND
42 44
GND
2196
SW
42 14
GND
42 44
GND
42 44
GND
42 68
42 27
GND
42 14
GND
42 20
GND
42 44
GND
42 20
GND
42 44
GND %2.0%1.0%1.0%1.042 44
GND
42 00
GND
21 05
SW
21 03
SW
22 10
4214
GND4214
GND
42 14
GND
22 02
22 02
2FE= 842.77
1FE= 832.10
GAR= 822.10
42 41
SW
21 83
GND 22 02
43 00
GND
41 00
TOP
2FE= 856.97
1FE= 846.30
GAR= 836.30
2FE= 836.36
1FE= 825.69
GAR= 815.69
43
43
41
89 41
91
42
90
42
79
42
26
42
78
42
43
42
4642
62
42
80
42
09
42
98
42
63
21 83
42 00
GND
38 33
GND
41 00
GND
39 20
GND
37 30
GND
40 30
GND
38 25
GND
22 00
GND
21 56
42 44
GND
42 44
GND
21 66
21 22
21 03
21 12
20 82
20 76
20 99
21 58
21 48
21 22
42 44
GND40 92
GND 38 90
GND
41 60
TOP 42 14
GND
35 83
BP
34 90
GND
35 50
GND
36 36
36 27%1.035 60
GND
36 03
GND
36 03
GND
36 36
36 27%1.036 03
GND
36 03
GND
35 70
GND
35 36
GND
15 61
15 61
35 70
GND
35 00
SW 35 20
SW 35 65
SW
36 03
SW
%2.036 07
GND
36 03
SW
36 27
GND
36 16
SW
35 13
SW
36 36
36 27%1.032 32
GND
32 30
GND
32 10
GND 31
31 60
GND%2.015 69
GND 15 69
GND
15
15 69
15 69 15 69
15 61
15 61
47 23
46 62
47 02
GND
47 02
GND
47 90
47 87
FF= 847.02
FF= 847.95
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 87
46 40
GND
46 22
46 22
46 22
46 30
GND
46 30
GND
46 30
56 64
GND %2.056 64
GND%2.056 07
GND5607
GND
56 46
GND
56 46
GND
56 27
GND5664
GND%1.056 97 %1.056 97
56 88
5689
56 50
GND
56 35
GND
56 64
GND
54 64
GND
56 34
GND
56 64
GND5664
GND
56 40
GND
35 66
35 41
35 29
35 04
35 80
35 913651
35 81
35 76
36 30
SW
36 30
SW
36 22
36 22
56 25
GND
56 50
GND
56 00
GND
56 00
GND
55 40
GND
46 20
SW
45 95
SW
46 05
SW
45 04
OLR4504
SW
46 14
SW
46 25
SW
46 30
45 95
SW46 05
SW
46 30
GND 46 30
GND
50 40
TOP
55 40
BP
53 10
TOP
53 60
BP
44 02
44 59 45 19 45 87
43 15
44 40
TOP
45 87
43 75 44 69
45 55
45 00
44 90
44 82
44 56
44 20 44 80
44 58 45 38
46 30
46 19
SW
46 25
SW
45 85
SW4580
SW
54 80
GND
44 50
TOP
36 30
35 18
36 14
SW
36 22
SW 36 30
36 15
SW
%2.039 55
GND
35 00
TOP
35 10
TOP
35 46
OLR
35 32
OLR
34 30
36 15
SW
36 32
36 32
36 32
36 40
GND 36 40
GND
36 40 %1.047 07
4698
46 60
GND
363610
SW
36 40
36 29
SW36 35
SW3595
SW3590
SW
46 39
GND
21 50
BP
21 52
BP
21 20
21 75
23 29
22 48
23 75
GND
22 85
GND
23 48
GND
22 58
GND
%4.9%1.8%4.820 72
TOP
43 94
GND 43 00
GND
43 00
GND
4350
GND4320
GND
4320
GND
43 00
GND
4270
GND
36 08
SW %1.03619
SW
35 90
3519
3528
35 05
TOP
22 20
14 79
OLR 14 68 14 54 14 43%4.915 55
SW 15 42
SW
15 52
SW1559
SW
1549
SW %1.0%5.315 59
SW
15 49
SW
15 51
SW
15 41
SW
%4.242 80
SW
43 56
SW
%4.5
%3.9
CURB TRANSITION
CURB TRANSITION
CURB
TRANSITION
49 41
HP
PROP. STAIRS
W/HANDRAIL
39 24
HP
39 05
SW
39 00
SW
35 10
SW
35 12
SW
34 25
SW
34 35
SW
29 39
SW
28 24
SW
29 49
SW
28 34
SW
32 45
SW
32 55
SW
30 97
SW
31 07
SW
35 95
SW
35 85
SW
21 90
SW 22 00
SW
20 58
SW
20 43
SW
20 61
SW
20 48
SW
38 00
SW
37 90
SW
38 90
SW
39 14
SW
34 75
TOP
27 00
GND
27 70
BP
25 00
TOP
34 00
TOP 29 38
TOP
31 57
TOP
19 90
TOP
22 70
TOP
35 17
GND
22 00
GND
22 00
GND
20 10
GND 1462
SW
1472
SW1474
SW
1464
SW%1.6%1.5
14 75
14 64
13 95
TOP
15 02
15 10
15 201540
14 96
15 90 15 60
1576 15 41
15 29
15 56 15 36
%
1.
5
19 43
SW
15 60
GND
16 60
GND
%2.0
16 00
GND
%0.736 03
GND
35 86
GND
35 86
GND
35 03
SW
36 27
GND
36 03
GND3603
GND
35 86
GND 32 55
GND
21 93 22 00
SW
21 90
SW%1.0%4.3
22 00
SW
21 90
SW %4.021 53
SW
21 06
21 06
20 76
%1.5
20 84
GND
20 22
GND
2078
GND
%1.5
%1.5
21 45
21 60
42 50
GND
41 96
GND
42 80
GND
43 35
GND
42 68
GND
43 23
GND
42 35
SW4225
SW
41 90
TOP
41 60
TOP
42 22
GND
42 26
SW
42 44
GND
42 10
GND
42 14
SW70
SW%4.2
42 80
SW
42 70
SW
42 70
SW%5.0%1.8
43 53
43 43
43 60
SW
43 50
SW
43 53
43 434360
SW
43 50
SW
%4.4%1.042 05
OLR
44 20 44 47
44 47
%3.1 %3.0
%1.3
45 55
%4.0%1.5
%4.5
45 72
%2.0
6R
PROP. STAIRS
W/HANDRAIL
33 03
SW
33 03
SW 32 96
SW3487
GND 33 31
GND
35 95
GND 35 90
TOP
4188
SW4188
SW
4225
GND
44 00
GND
%4.2
52 30
BP
51 45
GND
3630
SW
36 20
SW%1.5
36 10
SW
37 50
GND
50 95
GND
52 60
GND 51 80
GND5150
GND
35 95
GND3627
SW
54 34
GND
54 34
GND
55 70
GND
56 20
GND
56 05
GND
TW=851.45
BW=846.50
TW=835.70
BW=816.10
TW=835.60
BW=815.95
TW=835.30
BW=816.10
TW=834.92
BW=834.87
TW=835.95
BW=833.03
TW=836.00
BW=832.96
TW=836.00
BW=832.32
TW=836.07
BW=832.55
TW=828.91
BW=820.73
TW=820.10
BW=820.10
TW=834.23
BW=821.88TW=837.50
BW=822.00
TW=838.25
BW=822.00
TW=838.25
BW=822.00
TW=842.44
BW=822.25
TW=842.50
BW=822.30
TW=843.20
BW=823.33
TW=843.20
BW=823.59
TW=841.96
BW=822.85
TW=842.80
BW=823.75
TW=841.95
BW=841.85
TW=831.65
BW=816.60
TW=826.35
BW=816.10
TW=829.65
BW=816.70
TW=852.60
BW=835.93
TW=850.95
BW=837.50
TW=855.80
BW=836.50
TW=833.24
BW=833.19
TW=833.50
BW=833.45
TW=835.67
BW=833.30
TW=836.00
BW=831.60
TW=836.23
BW=835.73
TW=835.57
BW=835.57
TW=855.88
BW=836.85
TW=835.95
BW=835.95TW=846.21
BW=836.10
TW=839.15
BW=835.95
TW=838.00
BW=835.95
36304630
46 20
SW
46 15
SW
46 08
SW4605
SW
42 10
SW
45 02
SW
45 14
SW
4514
SW
45 98
SW
46 08
SW4596
SW
%1.0
56 50
GND
55 75
GND5590
GND
TW=845.67
BW=845.67
TW=849.67
BW=844.60
TW=854.37
BW=845.80
TW=856.30
BW=846.25
TW=854.00
BW=845.43
TW=845.28
BW=845.25
TW=845.03
BW=843.68
TW=842.18
BW=842.15
TW=842.77
BW=842.10 TW=842.03
BW=842.03
TW=845.00
BW=842.15
TW=854.00
BW=837.10
37 10
GND
37 00
GND
53 20
GND
53 37
GND 42 48
42 39
42 50
SW
42 29
OLR
41 75
TOP
%1.5
%1.5%4.853 20
GND
48 00
TOP
48 20
BP
53 20
GND
52 60
GND
53 48
GND
52 43
GND
52 35
GND
52 85
GND
51 65
GND
43 75
GND
43 25
GND
52 39
GND
52 78
GND
52 99
GND
GND
TW=852.60
BW=842.87 TW=852.60
BW=842.80
TW=852.15
BW=843.25
TW=852.35
BW=843.75
TW=853.60
BW=843.30
TW=853.67
BW=843.64
TW=853.37
BW=843.64 TW=853.05
BW=843.35
TW=850.70
BW=843.35
TW=844.10
BW=844.00
52 15
GND
TW=845.85
BW=841.20
TW=845.85
BW=840.58
TW=846.16
BW=839.93
5R
35 77
33 30
SW
33 40
SW
35 87
35 67
SW
3551
SW3561
SW
4R
3572
SW
3557
OLR
PROP. STAIRS
W/HANDRAIL
15 23
35 70
3529
TW=852.42
BW=836.50
TW=851.92
BW=837.10
TW=851.80
BW=836.35
3580
36 12
SW
36 22
SW
35 95
SW35 72
SW35 55
SW
35 50
SW
35 39
SW3562
SW35 45
SW 35 63
LP
TW=835.78
BW=833.07
"M"
"N"
"N"842860
854
856
858
852
862
860
854
856
858
842
822822822
822
842
808
8108468
4
8
8
5
0
85
2
822822
822
842
842 842852TW=842.58
BW=842.58
TW=842.72
BW=842.10
TW=843.07
BW=834.50
TW=842.80
BW=830.30
TW=843.20
BW=834.00
TW=842.20
BW=840.20
TW=842.45
BW=837.60
TW=842.10
BW=837.60
TW=841.60
BW=841.22
TW=841.22
BW=841.22
TW=834.25
BW=834.25
TW=834.25
BW=833.00
TW=835.75
BW=830.60
TW=837.75
BW=828.35
TW=839.10
BW=828.35
TW=838.00
BW=836.10
TW=833.20
BW=827.25
TW=833.20
BW=825.70
TW=829.80
BW=827.90
TW=826.00
BW=816.30
TW=823.80
BW=819.10
TW=822.00
BW=822.00
TW=842.25
BW=839.00
TW=841.80
BW=839.20
TW=819.65
BW=819.65
TW=819.25
BW=818.00
TW=818.60
BW=812.00
TW=816.50
BW=810.50
TW=815.80
BW=812.00
TW=815.21
BW=815.21
28 21
TOP
60 MIL SYNTHETIC
LINER TO ENCOMPASS
ENTIRE FACILITY UP TO
10YR WSE
22 53
GND
806
805842840 838836834832842 842840838836822
8
5
2
8
5
0
8
6
0
8
5
4
8
5
6
8
5
8
85
2
85
0
854
856
858
856
858
852
854
856
8
5
2
8
5
4 836836836852
852
854
818816816
818
820
810 81683282082683
6
834830
826
828
830
838
840
826828
836
8
3
4
830
8
3
2 83883282
2
824
82482683
8
840
828
836
836
836
856
854
8
4
2
8
4
2
814
812
47 95
46 97
GND
46 78
GND
47 88
SW
47 82
SW
47 98
SW
47 75
SW
48 03
SW
47 85
SW
48 36
SW
48 46
SW
47 02
47 02
47 00
SW
46 78
SW
TW=846.64
BW=846.62
TW=846.90
BW=846.17
TW=846.97
BW=845.64
TW=847.02
BW=846.60
TW=855.38
BW=847.91
TW=854.42
BW=847.07
TW=855.78
BW=847.87
TW=855.00
BW=847.02
44 44
VAULT FLUSH
WITH GRADE
44 27
44 69
RETAINING WALL
TO EXTEND MIN.
4" ABOVE S/W
42
86
43
18
42
80
42
91
43
02
43
12
42
83
X
1
5
10
6
PROP.
10' CL AI
RIP-RAP
PROP. 10' CL AI
LANDSCAPE ROCK
RETAINING WALL
PHASE 1
PHASE 2 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664GRADING PLANRev. No.Date
09 12-07-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 20'
C212
12/07/2020
KAS
20-12
2039MATCH LINE SHEET C211MATCH LINE SHEET C213MATCH LINE SHEET C215
MATCH LINE SHEET C216
ACCESSIBLE ROUTE
-MAX. RUNNING SLOPE 5%
-MAX. CROSS SLOPE 2%
KEY
NOTES:
1.ACCESSIBLE ROUTES SHOWN WITH RED DASH HAVE A MAX. RUNNING SLOPE 5% AND MAX. CROSS SLOPE 2%.
2.PROPERTY OWNER IS TO CONSERVE THE 50' MATURE WOODLAND FULL SCREEN FOR RESIDENTIAL
SEPARATION BUFFER. THE PROPERTY OWNER IS NOT ALLOWED TO CLEAR THIS VEGETATION.
3.HANDRAILS SHALL BE PROVIDED AT ALL EXTERIOR STAIRS AND RAMPS. LOCATION OF HANDRAILS TO BE
DETERMINED IN THE FIELD AND PROVIDE 5' WIDE ACCESS.
4.ALL DOOR THRESHOLDS ARE GRADED WITH 0' DROP FROM INTERIOR TO EXTERIOR.
5.TW= PROPOSED GROUND GRADE AT THE TOP OF WALL, HIGH SIDE OF RETAINING WALL. ACTUAL RETAINING
WALL MAY EXTEND ABOVE GRADE, SEE DESIGN BY OTHERS. SAFETY FENCING TO BE INSTALLED ALONG
RETAINING WALLS WHERE NECESSARY PER HEIGHT REQUIREMENTS, TO BE INSTALLED BY OTHERS.
6.BW= PROPOSED FINISHED GRADE AT THE BOTTOM OF THE WALL, LOW SIDE OF RETAINING WALL. ACTUAL
RETAINING WALL WILL EXTEND BELOW GRADE, SEE DESIGN BY OTHERS.
7.BUILDING PERMIT IS REQUIRED FOR RETAINING WALLS WITH 3' OR MORE OF UNBALANCED FILL.
8.NO EROSION, SEDIMENTATION, OR FLOODING DOWNGRADIENT PROPERTIES WILL TAKE PLACE FROM THE
UNCONTROLLED SHEET FLOW COMING OF THE SITE.
9.THE STORMWATER MANAGEMENT POND WILL BE PRIVATELY OWNED.
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DR
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE I
R
O
N
DO NOT POL
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAS
TDUCTILE IRONDO NOT POLLU
T
E
DRAINS
T
O WATE
R
WAYS
71
70
69
79
81
82
71A
93
94
95
97
98
99
100
71
70
69
79
80
81
82
71A
93
94
95
96 97
98
99
100
96A
80A
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATER
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DR
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRA
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DR
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
82A
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
61A
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
80C
80B
58.14'
43.74'
18.0'
18.0'
18.0'
11.0'18.0
'
18.0'12.0
'12.3'12.0'12.3'20.0'18.0'12.0
'12.3
'
20.0'12.0
'12.5
'12.0
'
12.
0
'
12.
0
'
12.
0
'12.0
'12.0'12.0
'
22.0'18.0
'
22.0'22.0'20.
2
'
PROP. RETAINING
WALL (TYP.)
PROP.
GENERATOR
PAD (TYP.)
PROP.
GENERATOR
PAD (TYP.)
PROP.
GENERATOR
PAD (TYP.)
29.4'24.0'11.0'
5.0'20.0'
10.0'
10.0'
10.0'18.0
'
38 92
38 92
SW(OLR)
40 25
40 62
41 46
41 63
41 77
41 88
42 11
42
43
43 62
53 37
GND
53 37
GND
53 37
GND
53 20
GND
53 20
GND5320
GND
53 20
GND
42 85
42 85
42 85
42 93
42 93
42 93
42 85
42 85
42 93
GND4285
42 85
42 85
52 93
42 71
52 84
52 84
52 40
52 40
52 93
52 93
52 84
42 93
GND
42 93
GND
42 93
GND
52 27
GND
52 60
GND
52 60
GND
52 60
GND
52 60
GND
43 06
SW
52 60
GND
52 60
GND
52 60
GND
52 35
GND
52 60
GND
52 60
GND
52 84
52 43
GND
52 43
GND
52 43
GND 52 05
GND
52 43
GND
52 43
GND
52 43
GND5243
GND
52 60
GND
52 20
BP
52 43
GND
52 43
GND
52 30
GND
52 43
GND
52 43
GND
52 60
GND %2.0%1.0%1.0%1.042 87
GND
2FE= 863.60
1FE= 852.93
GAR= 842.93
41 60
TOP
42 13
42 35
42 74
42 95
42 18
41 97
42 10
OLR
43 41
43 15
42 59
42 90
43 40
43 30
53 37
GND
53 37
GND
51 60
TOP
50 80
TOP
52 00
BP
52 00
BP
52 20
GND
43 70
GND
23 59
23 67
23 59
23 59
44 33
23 45
44 24
44 24
44 00
44 00
44 33
44 33
44 24
23 67
GND
43 40
GND
44 00
GND
44 00
GND
4250
GND
43 00
GND
44 12
GND
44 00
GND
44 24
43 83
GND
43 82
GND
43 70
GND
44 00
GND %2.0%1.0%1.0%1.023 29
44 00
GND
39 55
40 05
40 95
39 55
39 50
39 50
38 30
TOP
39 15
39 55
42 46
39 35
3995
39 80
40 45 41 43
41 35
49 6349544897
GND %1.049 63
49 54
%1.02FE= 860.30
1FE= 849.63
GAR= 839.63
39 63
GND
39 63
GND
30
49 30
GND
49 00
GND
49 30
GND
48 90
GND
49 30
GND
49 30
GND
49 30
GND 49 30
GND
49 13
GND
49 30
GND
49 13
GND
49 13
GND %2.0%2.052 60
GND
52 60
GND
52 60
GND
52 43
GND
41 90
GND
52 60
GND
52 43
GND
53 20
GND
52 43
GND
52 43
GND
52 43
GND
49 13
GND
49 13
GND
51 60
TOP
51 00
TOP
51 70
BP
49 13
GND
39 50
GND
47 55
TOP
39 55
39 55
39 63
39 63
39 63
3949
SW
22 74 22 33
43 85
GND
43 75
GND
43 70
GND
41 25
SW
4150
SW
42 63
GND
43 00
GND
41 00
TOP
21 75
23 29
22 48
23 75
GND
22 85
GND
23 48
GND
22 58
GND
43 94
GND 43 00
GND
43 00
GND
4350
GND4320
GND
4320
GND
43 00
GND
4270
GND
%
4.
9 %4.6
41 80
SW
%1.5
43 90
TOP
41 02
TOP
5R
41 15
SW
41 40
SW
42 50
GND
41 96
GND
42 80
GND
42 10
GND
4276
42 66
42 73
SW
42 83
SW
%4.7%1.8
41 70
SW
41 80
SW
41 70
SW
4275
4265%1.1%4.242 73
SW
42 83
SW
42 05
OLR
38 85
SW38 75
49 30
GND
49 30
GND
49 30
GND
39 15 39 74
41 30
39 74%2.0%2.0%
0.
0
39 28 39 25 39 743950
40 05%2.9
40 77
39 65
GND
39 95
SW
39 95
SW
39 38
GND
39 40
GND
41 25
GND
41 65
GND
40 25
41 56
%
3.
13953
SW
39 43
SW
39 363946
%
1.
0
38 99
SW(OLR)
38 82
SW
39 07
TC(OLR)
38 94
SW
39 04
SW
39 05
SW
39 15
SW
39 19
SW
39 09
SW
39 29
SW
39 19
SW
39 57
SW
39 47
SW
40 69
GND
41 12
GND
TW=843.70
BW=841.12
TW=839.87
BW=839.85
42 70
GND
TW=842.70
BW=840.23
44 00
GND
43 00
GND
4188
SW4188
SW
4360
SW
4392
SW
43 70
GND
4225
GND
44 00
GND
%4.2
TW=842.50
BW=822.30
TW=843.20
BW=823.33
TW=843.20
BW=823.59
TW=841.96
BW=822.85
TW=842.80
BW=823.75
TW=841.95
BW=841.85
TW=845.72
BW=841.55
TW=843.23
BW=833.54TW=842.00
52 60
GND
53 48
GND
52 43
GND
52 35
GND
52 85
GND
52 60
GND
51 65
GND
43 75
GND
43 25
GND
51 80
GND
52 20
GND
52 30
GND
52 02
GND
50 15
BP
51 50
GND
52 20
GND
52 43
GND
41 58
GND
40 60
GND
40 10
GND
49 13
GND
49 00
GND
47 80
GND
48 20
GND
48 00
TOP
47 80
GND
48 63
BP
49 13
GND
49 13
GND
48 83
GND
49 13
GND
TW=847.90
BW=847.80
TW=849.30
BW=839.55
TW=849.30
BW=839.30
TW=848.50
BW=846.85
TW=852.60
BW=842.34
TW=852.70
BW=841.90
TW=851.75
BW=846.00
TW=850.25
BW=850.15
TW=852.60
BW=842.87 TW=852.60
BW=842.80
TW=852.15
BW=843.25
TW=852.35
BW=843.75
TW=853.60
BW=843.30
TW=853.67
BW=843.64
48 92
GND
49 09
GND
49 88
GND
49 98
GND
51 00
GND
51 38
GND
51 90
GND
52 00
GND
50 98
GND
50 09
GND
50 88
GND
49 80
TOP
50 25
GND
852
862
860
854
856
858
852
854
856
858
858
860
854
856
8
4
2
8
4
0
842852
846848842
842822842 842852844
842
844
846
848
850
852
A
B
X
W
V
U
T
S
R
C
Q
P
O
N
M
L
K
C
J
I
H
G
F
E
D
C
3
2
4 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664GRADING PLANRev. No.Date
08 08-09-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 20'
C213
12/07/2020
KAS
20-12
2039MATCH LINE SHEET C212MATCH LINE SHEET C214
ACCESSIBLE ROUTE
-MAX. RUNNING SLOPE 5%
-MAX. CROSS SLOPE 2%
KEY
NOTES:
1.ACCESSIBLE ROUTES SHOWN WITH RED DASH HAVE A MAX. RUNNING SLOPE 5% AND MAX. CROSS SLOPE 2%.
2.PROPERTY OWNER IS TO CONSERVE THE 50' MATURE WOODLAND FULL SCREEN FOR RESIDENTIAL
SEPARATION BUFFER. THE PROPERTY OWNER IS NOT ALLOWED TO CLEAR THIS VEGETATION.
3.HANDRAILS SHALL BE PROVIDED AT ALL EXTERIOR STAIRS AND RAMPS. LOCATION OF HANDRAILS TO BE
DETERMINED IN THE FIELD AND PROVIDE 5' WIDE ACCESS.
4.ALL DOOR THRESHOLDS ARE GRADED WITH 0' DROP FROM INTERIOR TO EXTERIOR.
5.TW= PROPOSED GROUND GRADE AT THE TOP OF WALL, HIGH SIDE OF RETAINING WALL. ACTUAL RETAINING
WALL MAY EXTEND ABOVE GRADE, SEE DESIGN BY OTHERS. SAFETY FENCING TO BE INSTALLED ALONG
RETAINING WALLS WHERE NECESSARY PER HEIGHT REQUIREMENTS, TO BE INSTALLED BY OTHERS.
6.BW= PROPOSED FINISHED GRADE AT THE BOTTOM OF THE WALL, LOW SIDE OF RETAINING WALL. ACTUAL
RETAINING WALL WILL EXTEND BELOW GRADE, SEE DESIGN BY OTHERS.
7.BUILDING PERMIT IS REQUIRED FOR RETAINING WALLS WITH 3' OR MORE OF UNBALANCED FILL.
8.NO EROSION, SEDIMENTATION, OR FLOODING DOWNGRADIENT PROPERTIES WILL TAKE PLACE FROM THE
UNCONTROLLED SHEET FLOW COMING OF THE SITE.
9.THE STORMWATER MANAGEMENT POND WILL BE PRIVATELY OWNED.
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DR
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT PO
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT PO
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IR
O
N
DO NOT POL
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
71
70
69
65
64
79
71A
93
94
95 71
70
69
68
67
66 65
64
63
79
80
71A
92
93
94
95
80A
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO
W
ATERWAY
SNYLOPLASTDUCTILE IRON
DO NOT POLLUTE D
R
A
I
NS TO W
A
TERWAYS
NYLOPLASTDRAINS TO
WATER
WAYS
DO NOT
POLLUT
E DUCTILE IRONDO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERW
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
61B
61A
61C
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
80C
80B
200
201
101
101A
58.14'
24.0'12.0
'
12.
5
'
18.0'18.0'18.0'
18.0'18.0
'18.0'12.0
'
20.0'24.0'12.
0
'
24.0'12.0
'12.0
'12.5
'12.0
'12.0
'
12.
5
'12.0
'
12.
0
'
12.
0
'
12.
0
'
12.
0
'
22.0'22.0'20.
2
'22.0'18.0
'20.0'12.
5
'
PROP. RETAINING
WALL (TYP.)
LIMITS OF
DISTURBANCE
(TYP.)
PROP.
GENERATOR
PAD (TYP.)
PROP.
GENERATOR
PAD (TYP.)11.0'10.0
'
29.4'
11.
0
'
10.
0
'
5.0
'24.0'10.
0
'5.0'18.0'
18.0'10.0'20.0'18.0'11.0'
5.0'20.0'18.0
'
36 63
37 24
38 92
38 92
SW(OLR)
40 25
40 62
41 46
41 63
41
32 06
30 74
23 19
22 49
42 85
42 93
GND4285
42 93
GND
33 59
33 59
33 67
GND3359
33 67
GND
23 59
23 59
23 67
23 67
23 67
23 67
23 59
23 59
44 33
23 45
44 24
44 24
44 00
44 00
44 33
44 33
44 24
23 67
GND
23 67
GND
43 40
GND
44 00
GND
44 00
GND
23 53
SW
23 53
SW
4250
GND
43 00
GND
44 12
GND
44 00
GND
44 24
43 83
GND
43 82
GND
43 70
GND
44 00
GND %2.0%1.0%1.0%1.023 29
33 59
33 59
44 00
GND
44 00
GND
2FE= 844.33
1FE= 833.67
GAR= 823.67
39 55
39 55
40 05
40 95
39 55
39 50
39 50
38 30
TOP
39 15
39 55
39 35
3995
39 80
49 6349544897
GND %1.049 63
49 54
%1.02FE= 860.30
1FE= 849.63
GAR= 839.63
39 63
GND
39 63
GND
39 63
GND
39 63
GND
49 30
GND
49 30
GND
49 30
GND
49 00
GND
49 30
GND
48 90
GND
49 30
GND
49 30
GND
49 30
GND 49 30
GND
49 13
GND
49 30
GND
49 13
GND
49 13
GND %2.0%2.039 55
38 82
38 85
38 70
38 30
38 25
37 15
37 65
38 70
49 13
GND
49 13
GND
49 13
GND
49 13
GND
49 13
GND
39 50
GND
47 55
TOP
39 55
39 55
39 55
39 55
39 55
39 63
39 63
39 63
39 63
39 63
3949
SW
39 43
SW
39 53
SW
39 43
SW
39 36
SW
39 53
SW
39 06
SW
38 75
SW
23 35
SW
23 30
SW
23 20
SW
23 30
SW2426
GND
23 76
GND
23 47
23 47
SW
22 74 22 33
22 90
22 79
23 67
GND
23 50
GND
33 49
SW
33 31
SW
33 00
SW
32 95
SW
43 85
GND
43 75
GND
43 70
GND
33 33
33 20
33 40
33 10
32 80
32 77
33 10
41 25
SW
4150
SW
42 63
GND
43 00
GND
41 00
TOP
21 75
23 29
22 48
23 75
GND
22 85
GND
23 48
GND
22 58
GND
43 94
GND 43 00
GND
43 00
GND
4350
GND4320
GND
4320
GND
43 00
GND
4270
GND
%4.6%2.9
%1.4
%2.0 %1.1%
4.
9
%
2.
0
41 80
SW
%1.5
43 90
TOP
41 02
TOP
%1.4%4.3%2.8
33 10
SW
33 05
SW
%1.0
32 39
32 70
32 48
32 57
32 52
32 68
32 88 %1.5
32 96
32 36
32 70
34 00
GND
34 00
GND
3380
GND 33 54
GND
33 26
GND
32 97
GND
33 10
GND
5R
41 15
SW
41 40
SW
42 50
GND
41 96
GND
42 80
GND
42 10
GND
38 70
SW
38 80
SW %4.7
41 70
SW
41 80
SW
41 70
SW
38 85
SW38 75
SW
49 30
GND
49 30
GND
49 30
GND
39 15 39 74
41 30
39 74%2.0%2.0%
0.
0
39 28 39 25 39 743950
40 05%2.9
40 77
39 65
GND
39 95
SW
39 95
SW
39 38
GND
39 40
GND
41 25
GND
41 65
GND
40 25
%
3.
13953
SW
23 57
SW
23 47
SW
23 57
SW
39 43
SW
39 363946
%
1.
0
%
2.
0
39 26
SW
38 80
38 85
SW
39 16
SW
37 75
38 22
37 95
37 95
38 22
38 25
38 66
%1.5%2.0%2.038 10
38 99
SW(OLR)
38 82
SW
39 07
TC(OLR)
38 94
SW
39 04
SW
39 26
GND
38 76
GND
48 70
GND
39 05
SW
39 15
SW
39 19
SW
39 09
SW
39 29
SW
39 19
SW
39 57
SW
39 47
SW
28 31
SW
28 21
SW
40 69
GND
41 12
GND
TW=843.70
BW=841.12
TW=839.87
BW=839.85
42 70
GND
TW=842.70
BW=840.23
44 00
GND
43 00
GND
4188
SW4188
SW
4360
SW
4392
SW
43 70
GND
4225
GND
44 00
GND
%4.2
TW=842.50
BW=822.30
TW=843.20
BW=823.33
TW=843.20
BW=823.59
TW=841.96
BW=822.85
TW=842.80
BW=823.75
TW=841.95
BW=841.85
TW=845.72
BW=841.55
TW=833.51
BW=826.00
TW=833.10
BW=833.05
TW=833.67
BW=824.81
TW=844.00
BW=833.63
TW=843.23
BW=833.54TW=842.00
BW=833.80
TW=836.35
BW=834.00
TW=834.00
BW=834.00
40 GND
49 13
GND
49 00
GND
47 80
GND
48 20
GND
48 00
TOP
47 80
GND
48 63
BP
49 13
GND
49 13
GND
48 83
GND
49 13
GND
37 27
GND
37 55
GND 37 45
GND
36 57
GND
37 55
GND
TW=847.90
BW=847.80
TW=849.30
BW=839.55
TW=849.30
BW=839.30
TW=848.50
BW=846.85
TW=838.42
BW=838.42
TW=840.40
BW=838.76
TW=846.50
BW=839.26
47 00
GND
TW=849.30
BW=839.55
TW=848.85
BW=838.85
TW=852.70
BW=841.90
%1.5
22 90
TOP
"H"
"H"
"K"
"K"
8
4
2
8
4
0
842
83884084284484684883483683282
8
826
824
822
842
838
8388428228
3
2
8
3
4
8
3
0
826824822820840838
832
830828824
826826"I"
"I"
"J"
"J"
824
23 50
TOP
826
824
82
8
82
8 828844
822
826
820
818
8
2
4 82226 87
SW
26 97
SW
28 80
SW2890
SW
A
B
D
C
3
2
PROP. 10' CL
AI RIP-RAP
PROP. 10' CL
AI RIP-RAP
PROP.
10' CL AI
RIP-RAP
PROP.
10' CL AI
RIP-RAP
RELOCATE
GUY WIRES 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664GRADING PLANRev. No.Date
08 08-09-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 20'
C214
12/07/2020
KAS
20-12
2039MATCH LINE SHEET C215MATCH LINE SHEET C213
ACCESSIBLE ROUTE
-MAX. RUNNING SLOPE 5%
-MAX. CROSS SLOPE 2%
KEY
NOTES:
1.ACCESSIBLE ROUTES SHOWN WITH RED DASH HAVE A MAX. RUNNING SLOPE 5% AND MAX. CROSS SLOPE 2%.
2.PROPERTY OWNER IS TO CONSERVE THE 50' MATURE WOODLAND FULL SCREEN FOR RESIDENTIAL
SEPARATION BUFFER. THE PROPERTY OWNER IS NOT ALLOWED TO CLEAR THIS VEGETATION.
3.HANDRAILS SHALL BE PROVIDED AT ALL EXTERIOR STAIRS AND RAMPS. LOCATION OF HANDRAILS TO BE
DETERMINED IN THE FIELD AND PROVIDE 5' WIDE ACCESS.
4.ALL DOOR THRESHOLDS ARE GRADED WITH 0' DROP FROM INTERIOR TO EXTERIOR.
5.TW= PROPOSED GROUND GRADE AT THE TOP OF WALL, HIGH SIDE OF RETAINING WALL. ACTUAL RETAINING
WALL MAY EXTEND ABOVE GRADE, SEE DESIGN BY OTHERS. SAFETY FENCING TO BE INSTALLED ALONG
RETAINING WALLS WHERE NECESSARY PER HEIGHT REQUIREMENTS, TO BE INSTALLED BY OTHERS.
6.BW= PROPOSED FINISHED GRADE AT THE BOTTOM OF THE WALL, LOW SIDE OF RETAINING WALL. ACTUAL
RETAINING WALL WILL EXTEND BELOW GRADE, SEE DESIGN BY OTHERS.
7.BUILDING PERMIT IS REQUIRED FOR RETAINING WALLS WITH 3' OR MORE OF UNBALANCED FILL.
8.NO EROSION, SEDIMENTATION, OR FLOODING DOWNGRADIENT PROPERTIES WILL TAKE PLACE FROM THE
UNCONTROLLED SHEET FLOW COMING OF THE SITE.
9.THE STORMWATER MANAGEMENT POND WILL BE PRIVATELY OWNED.
NYLOPLAST
DUCTILE IRO
N
DO NOT POLLU
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT PO
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
64
59
60
54
53
109
64
63
59
60
61
54
53
49
109
111
110NYLOPLAST
DUCTILE
IRON
DO NOT P
O
L
LUTE D
R
A
INS TO W
A
TERWAY
S
61A
61C
200
PROP. WET POND
PROP. GARAGE
(TYP.)
PROP. BALCONY
(TYP.)
18.0'26.0'18.0'12.0
'12.5
'
20.0'
35.0'12.0
'12.0
'12.0
'22.0'18.0
'
22.0'18.0
'
22.0'
PROP. 5' TRAIL "B"
29.4'
BOLD
R
O
C
K
DRIV
E
BASALT CT.FREDERICK COUNTYCITY OF WINCHESTER54.9'
BUILDING PAD
FUTURE
DEVELOPMENT
MATCH EX. EP
ELEVATIONMATCH EX. EP
ELEVATION
60 MIL SYNTHETIC
LINER TO ENCOMPASS
ENTIRE FACILITY UP TO
"K"
"K"
"L"
"L"
"M"
"N"
"M"
"N"
822
820
824
822 822808
810
824
820
822
810812814816818826824822820818
820
816
818
820
8248228248228208
1
8
822
TW=819.25
BW=818.00
TW=818.60
BW=812.00
818
816
814
812
806
805
8
1
8 808816
818
820
810
816
818820 806804802814
812
"C"
822
824
822
826 8208
2
4 822PROP.
10' CL AI
RIP-RAP
PROP. 10' CL AI
RIP-RAP
PROP. 10' CL I
PROP.
10' CL AI
RIP-RAP
PHASE 1
PHASE 2
PROP.
GRAVEL
TEMPORARY
STAGING
AEA 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664GRADING PLANRev. No.Date
08 08-09-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 20'
C215
12/07/2020
KAS
20-12
2039
MATCH LINE SHEET C212
MATCH LINE SHEET C214MATCH LINE SHEET C210NOTES:
1.ACCESSIBLE ROUTES SHOWN WITH RED DASH HAVE A MAX. RUNNING SLOPE 5% AND MAX. CROSS SLOPE 2%.
2.PROPERTY OWNER IS TO CONSERVE THE 50' MATURE WOODLAND FULL SCREEN FOR RESIDENTIAL
SEPARATION BUFFER. THE PROPERTY OWNER IS NOT ALLOWED TO CLEAR THIS VEGETATION.
3.HANDRAILS SHALL BE PROVIDED AT ALL EXTERIOR STAIRS AND RAMPS. LOCATION OF HANDRAILS TO BE
DETERMINED IN THE FIELD AND PROVIDE 5' WIDE ACCESS.
4.ALL DOOR THRESHOLDS ARE GRADED WITH 0' DROP FROM INTERIOR TO EXTERIOR.
5.TW= PROPOSED GROUND GRADE AT THE TOP OF WALL, HIGH SIDE OF RETAINING WALL. ACTUAL RETAINING
WALL MAY EXTEND ABOVE GRADE, SEE DESIGN BY OTHERS. SAFETY FENCING TO BE INSTALLED ALONG
RETAINING WALLS WHERE NECESSARY PER HEIGHT REQUIREMENTS, TO BE INSTALLED BY OTHERS.
6.BW= PROPOSED FINISHED GRADE AT THE BOTTOM OF THE WALL, LOW SIDE OF RETAINING WALL. ACTUAL
RETAINING WALL WILL EXTEND BELOW GRADE, SEE DESIGN BY OTHERS.
7.BUILDING PERMIT IS REQUIRED FOR RETAINING WALLS WITH 3' OR MORE OF UNBALANCED FILL.
8.NO EROSION, SEDIMENTATION, OR FLOODING DOWNGRADIENT PROPERTIES WILL TAKE PLACE FROM THE
UNCONTROLLED SHEET FLOW COMING OF THE SITE.
9.THE STORMWATER MANAGEMENT POND WILL BE PRIVATELY OWNED.
XX
NYLOPLAST
DUCTILE IRONDO NOT POLL
UTE DRAINS TO
W
A
T
E
RWAYS
NYLOPLAST
DUCTILE IRON
DO N
O
T
POLLUTE DRAI
N
S
T
O
W
ATERWAYS
NYLOPLA
S
TDUCTILE IRONDO NOT POLLU
T
E
DRAINS
T
O WATE
R
WAYS DO NOT POLLU
T
E DUCTILE IRONNYLOPLASTDRAINS TO WA
T
E
RWAYS NYLOPLAST
DUCTILE
I
RON
DO NOT P
O
L
LUTE DR
A
I
NS TO W
A
T
ERWAYS
DO NOT POLL
U
TE DUCTILE IRONNYLOPLASTDRAINS TO W
A
T
ERWAYS DO NOT POL
L
UTE DUCTILE IRONNYLOPLASTDRAINS TO W
A
T
ERWAYS
33
84
86
85
88
89
103
107
104
108106
105
87
87A
33
77B
84
86
85
88
89
102A
103
107
104
108106
105
87
87A
77A
40B
PROP. RETAINING
WALL (TYP.)
LIMITS OF DISTURBANCE
(TYP.)
PROP.
GENERATOR
PAD (TYP.)TRAVERTINEWAY
W
M
102
PHASE 1
PHASE 2
102B
44 26
43 07
43 12
53 17
53 17
53 70
53 37
GND
52 80
GND
53 61
53 20
53 20
GND
53 20
GND
53 20
53 20
GND 53 20
GND
53 20
GND
53 00
BP
%1.03:143 55
GND
53 20
GND
2FE= 856.97
1FE= 846.30
GAR= 836.30
29 67
EX EP
30 53
EP
31 20
EP
28 97
EX EP
29 19
EX EP
MATCH EX. EP
ELEVATION
MATCH EX. EP
ELEVATION MATCH EX. EP
ELEVATION
31 55
EX EP 31 72
EX EP
31 05
EP
31 35
EX EP
47 23
46 62
47 02
GND
47 02
GND
47 90
47 87
FF= 847.02
FF= 847.95
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 87
46 40
GND
46 22
46 22
56 64
GND %2.056 64
GND%2.056 07
GND5607
GND
56 46
GND
56 46
GND
56 27
GND5664
GND%1.056 97 %1.056 97
56 88
5689
56 50
GND
56 35
GND
56 64
GND
54 64
GND
56 34
GND
56 64
GND5664
GND
56 40
GND
35 66
41
35 29
04
35 80
35 913651
35 81
35 76
36 30
36 22
36 22
56 25
GND
56 50
GND
56 00
GND
56 00
GND
55 40
GND
50 40
TOP
55 40
BP
53 10
TOP
53 60
BP
44 02
44 59 45 19 45 87
43 15
44 40
TOP
45 87
43 75 44 69
45 00
44 90
44 82
44 56
46 30
46 19
SW
46 25
SW
45 85
SW4580
SW
54 80
GND
44 50
TOP
30 36 22
36 32
36 32
36 32
36 40 36 40
36 40 %1.047 07
4698
46 60
GND
36 40
36 29
SW36 35
SW3595
SW3590
SW
46 39
GND
36 08
SW %1.03619
SW
35 90
3519
3528
CURB
TRANSITION
"G"
49 41
HP
CURB TRANSITION
CURB TRANSITION
PROP. STAIRS
W/HANDRAIL
45 55
45 72
%2.0
52 30
BP
51 45
GND
36 30
SW
36 20
37 50
GND
50 95
GND
52 60
GND 51 80
GND5150
GND
54 34
GND
54 34
GND
55 70
GND
56 20
GND
56 05
GND
TW=851.45
BW=846.50
TW=852.60
BW=835.93
TW=850.95
BW=837.50
TW=855.80
BW=836.50
TW=835.57
BW=835.57
TW=855.88
BW=836.85
45 98
SW
46 08
SW4596
SW
%1.0
56 50
GND
55 75
GND5590
GND
TW=845.67
BW=845.67
TW=849.67
BW=844.60
TW=854.37
BW=845.80
TW=856.30
BW=846.25
TW=854.00
BW=845.43
TW=854.00
BW=837.10
37 10
GND
37 00
GND
48 00
TOP
48 20
BP
53 20
GND
78
52 99
GND
TW=850.70
BW=843.35
TW=844.10
BW=844.00
52 15
GND
35 77 35 87
3567
35 72
35 70
3529
TW=852.42
BW=836.50
TW=851.92
BW=837.10
TW=851.80
BW=836.35
3580
36 22 35 95
SW35 72
860
854
856
858862
860
854
856
858 8468
4
8
8
5
0
85
2 8408
3
2
850
840
830
840
838
836
842
844
846
848
832
834
836
838
842
8448468
5
2
8
5
0
8
6
0
8
5
4
8
5
6
8
5
8
85
2
85
0
854
856
858
856
858
852
854
856
8
5
2
8
5
4 836836836852
852
854
840
838 836834856
854
31 20
EP830
47 95
46 97
GND
46 78
GND
47 88
SW
47 82
SW
47 98
SW
47 75
SW
48 03
SW
47 85
SW
48 36
SW
48 46
SW
"G""F"47 02
47 02
47 00
SW
46 78
SW
TW=846.64
BW=846.62
TW=846.90
BW=846.17
TW=846.97
BW=845.64
TW=847.02
BW=846.60
TW=855.38
BW=847.91
TW=854.42
BW=847.07
TW=855.78
BW=847.87
TW=855.00
BW=847.02
44 44
VAULT FLUSH
WITH GRADE
44 27
44 69
RETAINING WALL
TO EXTEND MIN.
4" ABOVE S/W
X 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664GRADING PLANRev. No.Date
09 12-07-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 20'
C216
12/07/2020
KAS
20-12
2039
MATCH LINE SHEET C212
ACCESSIBLE ROUTE
-MAX. RUNNING SLOPE 5%
-MAX. CROSS SLOPE 2%
KEY
NOTES:
1.ACCESSIBLE ROUTES SHOWN WITH RED DASH HAVE A MAX. RUNNING SLOPE 5% AND MAX. CROSS SLOPE 2%.
2.PROPERTY OWNER IS TO CONSERVE THE 50' MATURE WOODLAND FULL SCREEN FOR RESIDENTIAL
SEPARATION BUFFER. THE PROPERTY OWNER IS NOT ALLOWED TO CLEAR THIS VEGETATION.
3.HANDRAILS SHALL BE PROVIDED AT ALL EXTERIOR STAIRS AND RAMPS. LOCATION OF HANDRAILS TO BE
DETERMINED IN THE FIELD AND PROVIDE 5' WIDE ACCESS.
4.ALL DOOR THRESHOLDS ARE GRADED WITH 0' DROP FROM INTERIOR TO EXTERIOR.
5.TW= PROPOSED GROUND GRADE AT THE TOP OF WALL, HIGH SIDE OF RETAINING WALL. ACTUAL RETAINING
WALL MAY EXTEND ABOVE GRADE, SEE DESIGN BY OTHERS. SAFETY FENCING TO BE INSTALLED ALONG
RETAINING WALLS WHERE NECESSARY PER HEIGHT REQUIREMENTS, TO BE INSTALLED BY OTHERS.
6.BW= PROPOSED FINISHED GRADE AT THE BOTTOM OF THE WALL, LOW SIDE OF RETAINING WALL. ACTUAL
RETAINING WALL WILL EXTEND BELOW GRADE, SEE DESIGN BY OTHERS.
7.BUILDING PERMIT IS REQUIRED FOR RETAINING WALLS WITH 3' OR MORE OF UNBALANCED FILL.
8.NO EROSION, SEDIMENTATION, OR FLOODING DOWNGRADIENT PROPERTIES WILL TAKE PLACE FROM THE
UNCONTROLLED SHEET FLOW COMING OF THE SITE.
9.THE STORMWATER MANAGEMENT POND WILL BE PRIVATELY OWNED.
X
W
V
UT
SR
C
Q
P
O
N
M
L
K
C
J
I
X
W
V
U
T
S
R
C
Q
P
O
N
M
L
K
C
J
I NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DR
A
I
N
S
T
O
WATERWAYS
NYLOPLA
S
TDUCTILE IRON
DO NOT
P
O
L
L
U
TE DRAINS TO W
A
T
E
R
W
A
Y
S
NYLOPL
A
S
T
DUCTILE
I
R
O
N
DO NOT
P
O
L
L
U
TE DRAINS TO W
A
T
E
R
W
A
Y
S
NYLOPL
AST
DUCTILE
I
R
O
N
DO NOT
P
O
LLUTE DRAINS
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT PO
L
L
U
T
E
DUCTILE
I
R
ON
NYLOPLA
S
T
DRAINS
TO WAT
E
R
W
A
Y
S NYLOPLAST
DUCTILE
I
R
O
N
DO NOT P
O
L
L
U
T
E
DRAINS
T
O
W
A
TERWAY
S
DO NOT POLLUTE DUCTILE IRONNYLOPLAST
DRAINS T
O
W
A
T
ERWAYS
DO NOT P
O
L
L
U
TE
DUCTIL
E
I
RON
NYLOPLA
S
T
DRAINS TO W
A
T
E
R
W
AYS
NYLOPLAST
DUCTILE I
R
O
N
DO NOT P
O
L
L
U
T
E
DRAINS
T
O
W
A
TERWAY
S
30
31
33
77
84
86
88
89
109
87
87A
32A
73A
30
31
33
77B
77
7675
74
73
56
55
54
53
57
49
50
51
52
84
86
88
89
109
111
110
87
87A
3232B32C
56A
56B
56C
56D
56E
56F
56G
77A
56AA
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE
I
R
ON
DO NOT POLLUTE DRAINS TO WA
T
E
R
W
AY
SNYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAIN
S
TO
W
ATERWAY
S
NYLOPLAST
DUCTILE
I
R
ON
DO NOT POLLUTE DRAINS TO W
A
T
ER
WAYS NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRA
I
N
S
T
O
WATERW
A
Y
S
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS77C
77D
33B
33A
FELDSPAR
CT.BASALT CT.W
M
73B
NYLOPLA
S
T
DUCTILE
I
R
O
N
DO NOT PO
L
L
U
TE D
R
A
I
N
S
T
O
WA
T
E
R
W
A
Y
S
PHASE 1
PHASE 2
NYLOPLAST
DUCTILE I
R
O
N
DO NOT POL
L
U
T
E DR
A
I
N
S
T
O
WATE
R
W
A
Y
S
NYLOPLAST DUCTILE IRON
DO NOT PO
L
L
U
T
E
D
RAIN
S
T
O
W
A
T
ERW
A
Y
S
73C73D
100'75'FREDERICK COUNTYCITY OF WINCHESTER49A49B
PROP. TYPE 3
BARRICADE w/ ROAD
CLOSED SIGN (R11-2)
TEMPORARY
CONSTRUCTION
ACCESS
PROP. TYPE 3
BARRICADE w/ ROAD
CLOSED SIGN (R11-2)
DO NOT POLLU
T
E DUCTILE IR
O
N
NYLOPLAST DRAINS TO WATERW
A
Y
S
2FE= 856.97
1FE= 846.30
GAR= 836.30
2FE= 836.36
1FE= 825.69
GAR= 815.69
43
43
41
89 41
91
42
90
42
26
42
43
42
4642
62
42
80
42
09
42
63
35 83
BP
34 90
GND
35 50
GND
36 36
36 27%1.035 60
GND
36 03
GND
36 03
GND
36 36
36 27%1.036 03
GND
36 03
GND
35 70
GND
35 36
GND
15 61
15 61
35 70
GND
35 00
SW 35 20
SW 35 65
SW
36 03
SW
%2.036 07
GND
36 03
SW
36 27
GND
36 16
SW
35 13
SW
%1.032 32
GND
32 30
GND
32%2.015 69
GND 15 69
GND
15 69
15 69 15 69
15 61
15 61
47 23
46 62
47 02
GND
47 02
GND
47 90
47 87
FF= 847.02
FF= 847.95
54 50
GND
50 90
GND
55 00
GND
51 40
GND
49 40
GND
49 50
GND
47 87
46 40
GND
46 22
46 22
46 22
46 30
GND
46 30
GND
46 30
56 64
GND %2.056 64
GND%2.056 07
GND5607
GND
56 46
GND
56 46
GND
56 27
GND5664
GND%1.056 97 %1.056 97
56 88
5689
56 50
GND
56 35
GND
56 64
GND
54 64
GND
56 34
GND
56 64
GND5664
GND
56 40
GND
35 66
35 41
35 29
35 04
3580
35 913651
35 81
35 76
36 30
SW
36 30
SW
36 22
36 22
56 25
GND
56 50
GND
56 00
GND
56 00
GND
55 40
GND
46 20
SW
45 95
SW
46 05
SW
45 04
OLR4504
SW
46 14
SW
46 25
SW
46 30
45 95
SW46 05
SW
46 30
GND 46 30
GND
50 40
TOP
55 40
BP
53 10
TOP
53 60
BP
44 02
44 59 45 19 45 87
43 15
44 40
TOP
45 87
43 75 44 69
45 55
45 00
44 90
44 82
44 56
44 20 44 80
44 58 45 38
46 30
46 19
SW
46 25
SW
45 85
SW4580
SW
54 80
GND
44 50
TOP
36 30
35 18
36 14
SW
36 22
SW 36 30
36 15
SW
%2.039 55
GND
35 00
TOP
35 10
TOP
35 46
OLR
35 32
OLR
34 30
36 15
SW
36 32
36 32
36 32
36 40
GND 36 40
GND
36 40
36 10
SW
36 40
36 29
SW363595
SW3590
SW 36 08
SW %1.03619
SW
35 90
3519
3528
35 05
TOP
14 79
OLR 14 68 14 54%4.915 55
SW 15 42
SW
15 52
SW1559
SW
1549
SW %1.0%5.315 59
SW
15 49
SW
15 51
SW
15 41
SW
%4.2%3.9
CURB TRANSITION
CURB TRANSITION
CURB
TRANSITION
MATCH EX. EP
ELEVATIONMATCH EX. EP
ELEVATION
PROP. STAIRS
W/HANDRAIL
39 24
HP
39 05
SW
39 00
SW
35 10
SW
35 12
SW
34 25
SW
34 35
SW
29 39
SW
28 24
SW
29 49
SW
28 34
SW
32 45
SW
32 55
SW
30 97
SW
31 07
SW
35 95
SW
35 85
SW
21 90
SW 22 00
SW
20 58
SW
20 43
SW
20 61
SW
20 48
SW
38 00
SW
37 90
SW
38 90
SW
39 14
SW
34 75
TOP
27 00
GND
27 70
BP
25 00
TOP
34 00
TOP 29 38
TOP
31 57
TOP
19 90
TOP
22 70
TOP
35 17
GND
20 10
GND 1462
SW
1472
SW1474
SW
1464
SW%1.6%1.5
14 75
14 64
13 95
TOP
15 02
15 10
15 201540
14 96
15 90 15 60
1576 15 41
15 29
15 56 15 36
%
1.
5
19 43
SW
15 60
GND
16 60
GND
%2.0
16 00
GND
%0.736 03
GND
35 86
GND
35 86
GND
35 03
SW
36 27
GND
36 03
GND3603
GND
35 86
GND 32 55
GND
20 84
GND
20 22
GND
42 68
GND
43 23
GND
44 20 44 47
44 47
%3.1 %3.0
%1.3
45 55
%4.0%1.5
%4.5
45 72
%2.0
6R
PROP. STAIRS
W/HANDRAIL
33 03
SW
33 03
SW 32 96
SW3487
GND 33 31
GND
35 95
GND 35 90
TOP
52 30
BP
%1.5
37 50
GND
50 95
GND
52 60
GND 51 80
GND5150
GND
35 95
GND3627
SW
54 34
GND
54 34
GND
55 70
GND
56 20
GND
56 05
GND
TW=835.70
BW=816.10
TW=835.60
BW=815.95
TW=835.30
BW=816.10
TW=834.92
BW=834.87
TW=835.95
BW=833.03
TW=836.00
BW=832.96
TW=831.65
BW=816.60
TW=826.35
BW=816.10
TW=829.65
BW=816.70
TW=852.60
BW=835.93
TW=855.80
BW=836.50
TW=833.24
BW=833.19
TW=833.50
BW=833.45
TW=835.67
BW=833.30
TW=836.00
BW=831.60
TW=836.23
BW=835.73
TW=835.57
BW=835.57
TW=855.88
BW=836.85
TW=835.95
BW=835.95TW=846.21
BW=836.10
TW=839.15
BW=835.95
TW=838.00
BW=835.95
36304630
46 20
SW
46 15
SW
46 08
SW4605
SW
42 10
SW
45 02
SW
45 14
SW
4514
SW
45 98
SW
46 08
SW4596
SW
%1.0
56 50
GND
55 75
GND5590
GND
TW=845.67
BW=845.67
TW=849.67
BW=844.60
TW=854.37
BW=845.80
TW=856.30
BW=846.25
TW=854.00
BW=845.43
TW=845.28
BW=845.25
TW=845.03
BW=843.68
TW=842.18
BW=842.15
TW=842.77
BW=842.10 TW=842.03
BW=842.03
TW=845.00
BW=842.15
TW=854.00
BW=837.10
37 10
GND
37 00
GND
41 75
TOP
48 00
TOP
48 20
BP
TW=845.85
BW=841.20
TW=845.85
BW=840.58
TW=846.16
BW=839.93
5R
35 77
33 30
SW
33 40
SW
35 87
3567
SW
3551
SW3561
SW
4R
3572
SW
3557
OLR
PROP. STAIRS
W/HANDRAIL
15 23
3570
3529
TW=852.42
BW=836.50 TW=851.80
BW=836.35
3580
36 12
SW
36 22
SW
35 95
SW35 72
SW35 55
SW
35 50
SW
35 39
SW3562
SW35 45
SW 35 63
LP
TW=835.78
BW=833.07
TW=842.58
BW=842.58
TW=842.72
BW=842.10
TW=843.07
BW=834.50
TW=842.80
BW=830.30
TW=843.20
BW=834.00
TW=842.20
BW=840.20
TW=842.45
BW=837.60
TW=842.10
BW=837.60
TW=841.60
BW=841.22
TW=841.22
BW=841.22
TW=834.25
BW=834.25
TW=834.25
BW=833.00
TW=835.75
BW=830.60
TW=837.75
BW=828.35
TW=839.10
BW=828.35
TW=838.00
BW=836.10
TW=833.20
BW=825.70
TW=829.80
BW=827.90
TW=826.00
BW=816.30
TW=823.80
BW=819.10
TW=822.00
BW=822.00
TW=842.25
BW=839.00
TW=841.80
BW=839.20
TW=819.65
BW=819.65
TW=819.25
BW=818.00
TW=818.60
BW=812.00
TW=816.50
BW=810.50
TW=815.80
BW=812.00
TW=815.21
BW=815.21
28 21
TOP
60 MIL SYNTHETIC
LINER TO ENCOMPASS
ENTIRE FACILITY UP TO
10YR WSE
22 53
GND 8428408388368348328
1
8
842 842840838836822
8
5
2
8
5
0
8
6
0
8
5
4
8
5
6
8
5
8
85
2
85
0
854
856
858
856
858
852
854
856
8
5
2
8
5
4 836836836852
852
854
818816816
818
820
810 816832816
81882082082683
6
834830
826
828
830
838
840
826
828
836
8
3
4
830
8
3
2 83883282
2
824
82482683
8
840
828
836
836
836
856
854
8
4
2
8
4
2
806804814
812 02 80
INV812
814
816
818
820
806
808
8103:13
:
1 814812810808808810812814804806816814812810808806818818 8058048068043:1
3:1
43
00
02 30
INV814814
13 90
INV
"C"
822
822
824
822
826
820
818
820
46 97
GND
46 78
GND
47 88
SW
47 82
SW
47 98
SW
47 75
SW
48 03
SW
47 85
SW
48 36
SW
48 46
SW
47 02
47 02
47 00
SW
46 78
SW
TW=846.64
BW=846.62
TW=846.90
BW=846.17
TW=846.97
BW=845.64
TW=847.02
BW=846.60
TW=855.00
BW=847.02
44 44
VAULT FLUSH
WITH GRADE
44 27
44 69
RETAINING WALL
TO EXTEND MIN.
4" ABOVE S/W
42
86
43
18
42
80
42
91
43
02
43
12
42
83
X
W
V
U
T
S
R
C
Q
P
O
N
M
L
K
C
J
10
6
PROP.
10' CL AI
RIP-RAP
PROP. 10' CL AI
RIP-RAP
LANDSCAPE ROCK
RETAINING WALL
PHASE 1
PHASE 2
PROP.
10' CL AI
RIP-RAP
PROP.
GRAVEL
TEMPORARY
STAGING
AEA 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664GRADING PLAN - PHASE 1Rev. No.Date
09 12-07-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 30'
C217
12/07/2020
KAS
20-12
2039MATCH LINE SHEET C213MATCH LINE SHEET C215NOTES:
1.ACCESSIBLE ROUTES SHOWN WITH RED DASH HAVE A MAX. RUNNING SLOPE 5% AND MAX. CROSS SLOPE 2%.
2.PROPERTY OWNER IS TO CONSERVE THE 50' MATURE WOODLAND FULL SCREEN FOR RESIDENTIAL
SEPARATION BUFFER. THE PROPERTY OWNER IS NOT ALLOWED TO CLEAR THIS VEGETATION.
3.HANDRAILS SHALL BE PROVIDED AT ALL EXTERIOR STAIRS AND RAMPS. LOCATION OF HANDRAILS TO BE
DETERMINED IN THE FIELD AND PROVIDE 5' WIDE ACCESS.
4.ALL DOOR THRESHOLDS ARE GRADED WITH 0' DROP FROM INTERIOR TO EXTERIOR.
5.TW= PROPOSED GROUND GRADE AT THE TOP OF WALL, HIGH SIDE OF RETAINING WALL. ACTUAL RETAINING
WALL MAY EXTEND ABOVE GRADE, SEE DESIGN BY OTHERS. SAFETY FENCING TO BE INSTALLED ALONG
RETAINING WALLS WHERE NECESSARY PER HEIGHT REQUIREMENTS, TO BE INSTALLED BY OTHERS.
6.BW= PROPOSED FINISHED GRADE AT THE BOTTOM OF THE WALL, LOW SIDE OF RETAINING WALL. ACTUAL
RETAINING WALL WILL EXTEND BELOW GRADE, SEE DESIGN BY OTHERS.
7.BUILDING PERMIT IS REQUIRED FOR RETAINING WALLS WITH 3' OR MORE OF UNBALANCED FILL.
8.NO EROSION, SEDIMENTATION, OR FLOODING DOWNGRADIENT PROPERTIES WILL TAKE PLACE FROM THE
UNCONTROLLED SHEET FLOW COMING OF THE SITE.
9.THE STORMWATER MANAGEMENT POND WILL BE PRIVATELY OWNED.
MATCH LINE SHEET C212
MATCH LINE SHEET C214
LOW
VOLTA
G
E
U01FIRE P
U
MP
U02
1223
456666778
91011
1213
141516ELECT
RI
C BELL8"6"6"6"6"6"6"6"6"6"FIRE PUMP
U02
LOW
VOLTA
G
E
U01
4"FD-44"FD-43"V UP
3"V UP,3"VTR
4"4"
4"
4"
4"
4"SAN,
REF
E
R
T
O
CI
VIL
SWGS
FO
R
C
O
N
TI
N
UATIO
N
GCO
INV ELE
V = -
3'-
0"± BFF
BEL
F
L
BEL F
L
ABV CLG
FSW
FSW
FSW
FSW
FSW
FSW
FSW FSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWG
G
G
G G G
G
G GGGGGGGGGGGGGGGG
G
G
G
GGSSS SSSSSS S
S
SSSSSW
W
W W
WWWWWWWWWWWWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W W W W
W
W
W
W
W
W
WWWWWWWWMWM
WM
GG GGFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSW
FSW
FSW
FSW
FSW
FSW
FSW
FSW
FSW
FSW
FSW
FSW
FSWWM
WM
W W W W
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WAT
E
R
W
A
Y
S
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WAT
E
R
W
A
Y
S
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATE
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DR
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DR
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
SNYLOPLASTDUCTILE IRONDO NOT PO
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRONDO NOT PO
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IR
O
N
DO NOT POLLUT
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAI
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST DUCTILE IRONDO NOT POLLUTE D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IR
O
N
DO NOT POLLUT
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLL
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IR
O
N
DO NOT POLLUT
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLA
S
T
DUCTILE IRONDO NOT POLLUTE DRAINS TO W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WA
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRON
DO NOT POLLUT
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO
W
A
T
E
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WA
T
E
R
W
A
Y
S
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT PO
L
L
U
T
E
DRAINS
T
O
W
A
T
E
R
W
A
Y
S
DO NOT P
OLLUTE
DUCTILE IRO
N
NYLOPLAST
DRAINS TO
W
A
T
E
RWAYS NYLOPLASTDUCTILE IRON
DO NOT POLLUTE D
R
A
I
N
S
T
O
W
A
T
E
R
WAYS
DO NOT POL
L
U
T
E
DUCTILE IR
O
N
NYLOPLAST
DRAINS TO
W
A
T
ERWAYS DO NOT POLLUTE DUCTILE IRON
NYLOPLAS
T
DRAINS TO
WATER
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POL
L
U
T
E
DRAINS T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT P
O
L
L
U
T
E
D
R
A
I
N
S
TO WATE
R
W
A
Y
S
NYLOPLAST DUCTILE IR
ON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POL
L
U
T
E
D
R
A
I
N
S
T
O
WATER
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAS
T DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPL
AST
DUCTILE IRO
N
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE
I
RON
DO NOT POLLUTE DRAINS TO WATERWA
Y
S
NYLOPLAS
T
DUCTILE
I
RON
DO NOT POLLUTE DR
A
I
N
S
TO WA
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
D
R
A
INS
TO
W
A
TER
W
A
Y
S
NYLOPLAST
DUCTILE
I
R
O
N
DO NOT POLLU
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S DO NOT POLLUTE
DUCTILE IR
O
N
NYLOPLAS
T
DRAINS TO W
ATERWA
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAS
T
DRAINS TO W
A
T
E
R
W
A
Y
S
DO NOT POLLUT
E
DUCTILE IR
O
N
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST DRAINS TO WA
T
E
RWAYS
DO NOT
P
O
L
L
U
T
E DUCTILE IRON
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WAT
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLL
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
SMAINTENANCEM01177111418194"4"4"MAINTENANCEM013/4"CW SERVICE, REFER TOCIVIL DWGS FOR CONTINUATIONBEL GRADE3/4"3/4"CW UP3/4"WH-1@ 1'-6" AFFDO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST
DRAINS TO WA
T
E
R
W
A
Y
S
DO NOT P
OLLUTE
DUCTILE IRO
N
NYLOPLAST
DRAINS TO WAT
E
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRO
N
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
2
1
3
4
5
6 7
8
910
BOLD ROCKDRIVEFELDSPAR
CT.TRAVERTINEWAY
BOLD
R
O
C
K
DRIVE
BOLD ROCK
DRIVE
BOLD
R
O
C
K
DRIVE
BASALT CT.NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
D
RAIN
S
T
O
W
A
T
E
R
W
A
Y
S
PHASE 1
PHASE 2
WWWWWWWWWWWW
W
W
W
W
W
W
NYLOPLAS
T
DUCTILE IRON
DO NOT POLLUTE
D
R
A
I
NS T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IR
O
N
DO NOT POL
L
U
T
E
D
R
A
I
N
S
T
O WA
T
E
R
W
A
Y
S
100'75'FREDERICK COUNTYCITY OF WINCHESTERDO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYSSSS
SSSSSSSSSSSDO NOT POL
L
UTE DUCTILE
I
R
ON
NYLOPLAST
DRAINS TO
W
A
T
E
R
W
A
Y
S WWWFSWFSWFSWWW
PROP.
FDC
PROP.
FDC
PROP.
FDC
PROP.
FDC
PROP.
FDC
PROP.
FDC
PROP.
FDC
PROP.
FDC
PROP.
FDC
PROP.
FDC
PROP.
FDC
PROP. FIRE HYDRANT
W/ SIGN TYPE "D"
PROP. FIRE HYDRANT
W/ SIGN TYPE "D"
PROP. FIRE HYDRANT
W/ SIGN TYPE "D"
PROP. FIRE HYDRANT
W/ SIGN TYPE "D"
PROP. FIRE HYDRANT
W/ SIGN TYPE "D"
PROP. FIRE HYDRANT
W/ SIGN TYPE "D"
PROP. FIRE HYDRANT
W/ SIGN TYPE "D"
PROP. FIRE HYDRANT
W/ SIGN TYPE "D"
PROP. FIRE HYDRANT
W/ SIGN TYPE "D"
PROP. FIRE HYDRANT
W/ SIGN TYPE "D"
PROP. FIRE HYDRANT
W/ SIGN TYPE "D"
PROP. FIRE HYDRANT
W/ SIGN TYPE "D"
PROP. ENTRANCE GATE
(SEE NOTE 1 THIS SHEET)
R=18'
R
=
1
8
'
PROP.
HAMMERHEAD
24'
SIGN TYPE "C"
SIGN TYPE "A"
SIGN TYPE "A"SIGN TYPE "C"
SIGN
TYPE "A"
SIGN TYPE "A"
SIGN TYPE "D"SIGN TYPE "D"
PROP. FIRE
PUMP ROOM
PROP. FIRE HYDRANT
W/ SIGN TYPE "D"
SIGN TYPE "C"
SIGN TYPE "A"
PROP. FIRE HYDRANT
W/ SIGN TYPE "D"
PROP. FIRE HYDRANT
W/ SIGN TYPE "D"
PROP. EMERGENCY
ACCESS GRASSPAVE
(SEE SHEET L4.01)
PROP. "NO THRU
TRAFFIC" SIGN
PROP. "NO THRU
TRAFFIC" SIGN
PROP.
FDC
SIGN TYPE "D"
SIGN
TYPE "D"
SIGN
TYPE "D"
SIGN
TYPE "D"
SIGN
TYPE "D"
SIGN
TYPE "D"
SIGN
TYPE "D"
SIGN
TYPE "D"
SIGN
TYPE "D"
SIGN
TYPE "D"
SIGN
TYPE "D"
SIGN TYPE "D"
SIGN TYPE "D"
SIGN
TYPE "D"LIFE SAFETY PLANHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664
Rev. No.Date
09 12-07-2022
1" = 50'
C218
12/07/2020
KAS
20-12
2039
NOTES:
1.IF A MOTORIZED GATE IS INSTALLED AT THE ENTRANCE THEN A KNOX BOX GATE
CONTROL WILL BE REQUIRED. IF A MANUAL GATE WITH A LOCK IS INSTALLED THEN A
KNOX BOX PAD LOCK WILL BE REQUIRED.
2.CITY OF WINCHESTER NO PARKING SIGNS TO BE UTILIZED ON BOTH COUNTY AND CITY
SIDE FOR UNIFORMITY.
3.24' WIDE STREETS UTILIZE STANDARD CG-6 CURB. WIDTH IS MEASURED FR0M FACE OF
CURB TO FACE OF CURB AS CURB IS NOT TRAVERSABLE.
4.26' WIDE STREET UTILIZE ROLL TOP CURB. WIDTH IS MEASURED FROM BACK OF CURB TO
BACK OF CURB AS ROLL TOP CURB IS TRAVERSABLE.
5.ALL VILLA BUILDINGS PROVIDED WITH SPRINKLER SYSTEM 13R
6.DESIGNATES PAINTED YELLOW CURB PER DETAILS & NOTES ON SHEET C219
*THIS VIEW FOR FIRE LANE MARKINGS ONLY
12"7'-0"12"
DIA.18" (TYP)COLOR NOTE:
BLACK + WHITE GRAPHICS
2" SQUARE BLACK SIGN POST
W/PYRAMID CAP
SLOPE TOP OF CONCRETE
FOOTING TO DRAIN (TYP)LIFE SAFETY DETAILSHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664
Rev. No.Date
09 12-07-2022
N/A
C219
12/07/2020
KAS
20-12
2039
SEE NOTE 1 BELOW
NOTES:
1.USE CITY OF WINCHESTER "FIRE LANE" AND "F.D.C." SIGNS FOR
UNIFORMITY ON BOTH SIDES OF THE SITE (CITY AND COUNTY
SIDE).
A
B
X
WV
UT
SR
C
Q
P
O
N
M
L
K
C
J
I
H
G
F
E
D
C
A
B
X
W
V
U
T
S
R
C
Q
P
O
N
M
L
K
C
J
I
H
G
F
E
D
C
FSW
FSW
FSW
FSW FSWFSWFSWFSWFSWFSWFSWFSWFSWFSWG
G
G G
G
GGGGGGGGGG
G GSSSS
S
SSSW
W W WWWWWWWWWWWWWW
W
W
W
W
W
W W W
W
W
W
WWWWWWMWM
WM
WMWM
WM
WM
WM
G GFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSW
FSW
FSW
FSW
FSW
FSW
FSW
WM
WM
W W
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS T
O
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERW
A
Y
S
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAY
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERW
A
Y
S
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATER
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUT
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUT
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRA
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
D
R
A
I
N
S
TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE D
R
A
I
N
S
T
O
WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAIN
S
T
O
WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAY
S
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE D
R
A
I
N
S
T
O
W
ATERW
A
Y
S
DO NOT POLLUTE DUCTILE IRON
NYLOPLAST
DRAINS TO WATERW
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRA
I
N
S
T
O
W
A
T
E
R
W
A
YS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWA
YS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS
T
O
W
A
T
E
R
W
A
YS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS
TO WA
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRO
N
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DR
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE D
R
A
I
N
S
T
O
WATERW
A
Y
S
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS
T
O
W
A
T
E
R
W
A
Y
S
DO NOT POLLU
T
E
DUCTILE IRON
NYLOPLAS
T
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLA
S
T
DRAINS TO WATERW
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT PO
L
L
U
T
E
DUCTILE IRO
N
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS NYLOPLAST
DRAINS TO WATERW
AYS
DO NOT POLL
U
T
E
DUCTILE IRON
NYLOPLAS
T
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
BOLD ROCKDRIVEFELDSPAR
CT.TRAVERTINEWAY
BOLD
R
O
C
K
DRIVE
BOLD ROCK
DRIVE
BOLD
R
O
C
K
DRIVE
BASALT CT.WM
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE D
R
A
I
N
S
T
O
W
ATER
W
A
Y
S
PHASE 1
PHASE 2
WWWWWWWW
W
W
W
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE D
R
A
I
N
S
T
O
W
A
T
E
R
WAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WA
T
E
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYSSS
SSSSSSSDO NOT POLLUTE
DUCTILE IR
O
N
NYLOPLAST
DRAINS TO WATER
W
A
Y
S WWFSWFSWA
B
GRID M
E
R
I
D
I
A
N
VA NO
R
T
H
Z
O
N
E
N
A
D
8
3
MARGARET LANEFORT BRADDOCK COURTPONDVIEW DRIVELANNY DRIVE
MARI
O
N
ST
R
E
ET
OLD FORT ROAD
WESTMINSTER CANTERBUR
Y
D
R
I
V
E
WES
T
MI
N
S
T
E
R
C
A
N
T
E
R
B
U
R
Y
D
RI
V
E
(PRIV
A
T
E)COTTAGE DRIVE (PRIVATE)WES
T
MI
N
S
T
E
R
C
A
N
T
E
R
B
U
R
Y
D
RI
V
E
TUDO
R
D
RI
V
E
PROJECT SITE AREA FOR
VRRM COMPUTATIONS
PROJECT SITE AREA FOR
VRRM COMPUTATIONS
PROJECT SITE AREA FOR
VRRM COMPUTATIONSPROJECT SITE AREA FOR
VRRM COMPUTATIONS
WET POND LEVEL 2
WET POND
LEVEL 2
FOX DRIVE 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664BMP MAP & VRRM SUMMARYHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIARev. No.Date
06 01-18-2022
1"=80'
C300
12/07/2020
KAS
20-12
2039
VRRM PROJECT SITE AREA LIMITS
DRAINAGE AREA LABELS
VRRM SITE AREA TREATED
BY BMP DEVICES (WET
POND, MANUFACTURED
TREATMENT DEVICE)
BMP LEGEND
A, B, C, D, E
IMPERVIOUS AREA
(BUILDINGS, ROADS, ETC.)
SITE BOUNDARY (PARCEL)
(STORMTECH CHAMBER WITH ISOLATOR ROW 40% REMOVAL EFFICIENCY)
FREDERICK COUNTYCITY OF WINCHESTER17C
17E
14B
13E
14B
13C
14D
14D
13C
13E
13D
14C
17C
17E16C516C
200
514B
514C
516C
14C
13D
16C
200
DA #1 PRE
20.30 AC
CN = 59
DA #3 PRE
37.45 AC
CN = 68
SOIL
BOUNDARY
(TYP)
SOIL
BOUNDARY
(TYP)SOIL MAP UNIT
SYMBOL (TYP)
SOIL MAP UNIT
SYMBOL (TYP)
GRID M
E
R
I
D
I
A
N
VA NOR
T
H
Z
O
N
E
N
A
D
8
3
TC FLOW
PATH
TC FLOW
PATH
TC FLOW
PATH
TC FLOW
PATH
TC FLOW
PATH
STUDY
POINT #3
TC FLOW
PATH
STUDY POINT #1
STUDY
POINT #2
TC FLOW
PATH
EX. STR 100A
STUDY
POINT #1
ROOF DRAINS TO
EX100A-EX100
DA=0.27 C=0.90
ROOF DRAINS TO
EX101-EX100A
DA=0.21 C=0.90
STM STR EX100A
STM STR EX100STM STR EX101
STUDY
POINT #5
XSEC #10
XSEC #11
XSEC #12
XSEC #13
XSEC #14
EX 18" CMP
EX 24" CMP
DA #2 PRE
3.64 AC
CN = 83
DA #5 PRE
1.49 AC
CN = 79
DA #6 PRE
1.74 AC
CN = 82DA #7A PRE
0.05 AC
CN = 55
DA #7B PRE
0.17 AC
CN = 74
DA #7C PRE
0.36 AC
CN = 58
DA #7D PRE
0.21 AC
CN = 95
DA #8B PRE
2.05 AC
CN = 56
DA #8A PRE
0.09 AC
CN = 59
DA #4 PRE
2.66 AC
CN = 73
DA #1C
0.03 AC
CN = 77
DA #12
2.63 AC
CN = 86
DA #11
2.61 AC
CN = 86
DA #10
0.35 AC
CN = 89
DA #5A
0.56 AC
CN = 82
DA #1B
0.52 AC
CN = 62 LOWVOLTAG
E
U01FIRE PU
M
P
U02
12 23
4
5
666
6
778
9
10
11
12
13
1415
16 ELECTR
I
C
B
E
L
L 8"6"
6"
6"
6"
6"
6"
6"
6"6"FIRE PU
M
P
U02
LOWVOLTAGE
U01
4"FD-4
4"FD-4
3"V UP
3"V UP,3"VTR
4"4"4"
4"4"4"SAN, R
E
F
E
R
T
O
C
I
VI
L
SWGS F
O
R
C
O
N
T
I
N
U
AT
I
O
N
GCO
INV ELEV
=
-3
'
-
0
"
±
B
F
F
BEL FL
BEL FL
ABV CLG
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WA
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WA
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTEDUCTILE IRON
NYLOPLASTDRAINS TO WATERWAYS
DO NOT POLLUTEDUCTILE IRON
NYLOPLASTDRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WA
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATER
W
A
Y
S
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATER
W
A
Y
S
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTEDUCTILE IRON
NYLOPLASTDRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTEDUCTILE IRON
NYLOPLASTDRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATER
W
A
Y
S
DO NOT POLLUTEDUCTILE IRONNYLOPLASTDRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTEDUCTILE IRONNYLOPLASTDRAINS TO WATERWAYS
DO NOT POLLUTEDUCTILE IRONNYLOPLASTDRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WAT
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERW
A
Y
S
DO NOT POLLUTEDUCTILE IRON
NYLOPLASTDRAINS TO WATERWAYS
DO NOT POLLUTEDUCTILE IRON
NYLOPLASTDRAINS TO WATERWAYS
DO NOT POLLUTEDUCTILE IRON
NYLOPLASTDRAINS TO WATERWAYS
DO NOT POLLUTEDUCTILE IRON
NYLOPLASTDRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTEDUCTILE IRONNYLOPLASTDRAINS TO WATERWAYS
DO NOT POLLUTEDUCTILE IRON
NYLOPLASTDRAINS TO WATERWAYS
DO NOT POLLUTEDUCTILE IRON
NYLOPLASTDRAINS TO WATERWAYS
DO NOT POLLUTEDUCTILE IRON
NYLOPLASTDRAINS TO WATERWAYS
NYLOPLAST DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
DO NOT POLLUTEDUCTILE IRON
NYLOPLASTDRAINS TO WATERWAYS
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE DUCTILE IRON
DO NOT POLLUTEDUCTILE IRON
NYLOPLASTDRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTEDUCTILE IRON
NYLOPLASTDRAINS TO WATERWAYS
DO NOT POLLUTEDUCTILE IRON
NYLOPLASTDRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSMAINTEN
A
NCE
M01
17 71114
18
19
4"4"4"MAINTEN
A
N
CE
M01
3/4"CW S
ER
V
I
CE,
R
E
FE
R
T
O
CIVIL D
W
GS
F
OR
C
ONT
I
N
UA
T
I
O
N
BEL GR
A
DE
3/4"
3/4"CW
UP
3/4"WH-1
@ 1'-6" AF
F
DO NOT POLLUTEDUCTILE IRON
NYLOPLASTDRAINS TO WATERWAYS
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE DUCTILE IRON
NYLOPLAST DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
DO NOT POLLUTEDUCTILE IRON
NYLOPLASTDRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERW
A
Y
S
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAY
S
FREDERICK COUNTYCITY OF WINCHESTERDO NOT POLLUTEDUCTILE IRON
NYLOPLASTDRAINS TO WATERWAYS
DO NOT POLLUTEDUCTILE IRON
NYLOPLASTDRAINS TO WATERWAYS
17C
17E
14B
13E
14B
13C
14D
14D
13C
13E
13D
14C
17C
17E16C516C
200
514B
514C
516C
14C
13D
16C
200
SOIL
BOUNDARY
(TYP)
SOIL
BOUNDARY
(TYP)SOIL MAP UNIT
SYMBOL (TYP)
SOIL MAP UNIT
SYMBOL (TYP)
GRID M
E
R
I
D
I
A
N
VA NOR
T
H
Z
O
N
E
N
A
D
8
3
TC FLOW
PATH
TC FLOW
PATH
TC FLOW
PATH
TC FLOW
PATH
TC FLOW
PATH
TC FLOW
PATH
STUDY
POINT #1
STUDY
POINT #2
STUDY
POINT #3
DA #4
2.66 AC
CN = 73
DA #2
3.64 AC
CN = 83
DA #5
1.33 AC
CN = 79
DA #1
20.16 AC
CN = 83
DA #1A
0.51 AC
CN = 81
DA #6
1.74 AC
CN = 82
DA #7B
0.26 AC
CN = 68
DA #7A
1.48 AC
CN = 70
DA #7C
0.10 AC
CN = 66
DA #7D
0.21 AC
CN = 92
DA #8B
0.59 AC
CN = 58
DA #1B
0.43 AC
CN = 76
DA #5A
0.06 AC
CN = 85
DA #1C
0.03 AC
CN = 77
TC FLOW
PATH
ROOF DRAINS TO
EX100A-EX100
DA=0.27 C=0.90
ROOF DRAINS TO
EX101-EX100A
DA=0.21 C=0.90
STM STR EX100A
STM STR EX100STM STR EX101
DA #12
2.63 AC
CN = 86
DA #11
2.61 AC
CN = 85
DA #10
0.35 AC
CN = 89
STUDY
POINT #5
XSEC #10
XSEC #11
XSEC #12
XSEC #13
XSEC #14
EX 18" CMP
EX 24" CMP
DA #3
37.45 AC
CN = 68 SWM DIVIDES MAPHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664
Rev. No.Date
06 01-18-2022
1"=180'
C301
12/07/2020
KAS
20-12
2039
PRE-DEVELOPED DRAINAGE POST-DEVELOPED DRAINAGE
SWM Summary:
The proposed stromwater facilities (wet pond and underground detention) are privately owned and maintained. The water
quality requirements will be met by removal of phosphorus with the level 2 wet pond and a manufactured filtering device
(isolator row) in the underground detention facility. The storm water requirements (channel and flood protection) were met
by proposed SWM facilities (level 2 wet pond & underground detention). The level 2 wet pond was increased in size to
over-detain storm events to protect downstream properties. An existing stormwater pond located at the intersection Fort
Braddock Court and Fox Drive was not included in this analysis.
The VA Runoff Reduction Method (VRRM) was used to verify BMP requirements were met. HydroCAD software version 10
build 15 was used to route the stormwater management facility to verify SWM requirements were met.
8585
PHASE 1
PHASE 2
860
856
858862
860
8
4
6
8
4
8
85
0
STUDY
POINT #3
STUDY
POINT #2
STUDY
POINT #4
DA #8 PRE
1.917 AC
CN = 56.5
Storm Str. # EX 200
Storm Str. # EX 196
DA to Str. # EX 200
2.531 AC
CN = 78.7
Q10 = 6.14 cfs
DA to Str. # EX 196
5.629 AC
CN = 83.2
Q10 = 24.82 cfs
GRID M
E
R
I
D
I
A
N
VA NOR
T
H
Z
O
N
E
N
A
D
8
3
17C
200
Storm Str. # EX 198
Storm Str. # EX 199
Storm Str. # EX 197
Storm Str. # EX 196
Storm Str. # EX 195
GRID M
E
R
I
D
I
A
N
VA NOR
T
H
Z
O
N
E
N
A
D
8
3
17C SWM OFFSITE DIVIDES MAPHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664
Rev. No.Date
05 08-31-2021
AS SHOWN
KAS
20-12
2039
01/22/2021
PRE-DEVELOPED DRAINAGE PRE-DEVELOPED DRAINAGE
C301A
Offsite SWM Narrative:
Study point #2 releases into a manmade stormwater conveyance system. The existing stormwater system was analyzed
during the pre-development conditions. The existing 24" storm sewer pipe number Ex 195-196 was determined to
experience localized flooding during the 10 year storm event. The capacity of the existing pipe is 22.40 cfs and the
pre-development flow to the pipe was computed at 30.96 cfs. Underground detention has been provided at study point #2
to release the post-development peak flow rate for the 10 year 24 hours storm event less than pre-development per
9VAC25-870-66-C2b. See stormwater report for additional information regarding post-development detention.
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00
780
785
790
795
800
805
810
130
TOP=806.179+008+508+00 11+30= VDOT DOUBLE BOX CULVERTWING "G" TYPE I (2:1)INV OUT = 798.501YR WSE=800.72
10YR WSE=
802.99
LINER (TYP.)
MIN 1' TOPSOIL &
SYNTHETIC LINER
(ENTIRE FACILITY
TO 10YR WSE)
100YR WSE= 805.84**
(NORMAL)
100YR WSE= 807.01**
(CLOGGED)
10' AQUATIC BENCH
10' SAFETY BENCH
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00
12.0'TOP OF EMBANKMENT
ELEV.=808.20
62' - 18" RCP ASTM C-361
(RUBBER GASKETS W.T.
JOINTS) @ 1.21%3:110+00=DI-1EX. INV OUT = 790.20INV. IN = 790.3010+62= RISER STRUCTURE (4')INV OUT = 791.05 (18")INV IN = 799.5 (18" REV. PIPE)PROP. TOP=792.35EX. TOP=792.351
TOP=808.203:1NORMAL POOL
WSE=799.5
(Tv=77,100 ft3)11+04=EW-1 (18"), LOW FLOWORIFICE(15") SEE LOW FLOWORIRICIE DETAIL SHEET C303INV IN = 797.002
TOP=799.50EX. GRADE
PROP. GRADE
42'-18" RCP ASTM C-361
(RUBBER GASKETS W.T.
JOINTS) REVERSE PIPE
@ -5.95%
4.0'
CONTROLLED FILL -
EMBANKMENT TO BE
CONSTRUCTED WITH CLAY
CORE 1:1 SIDE SLOPES
CONCRETE
CRADLE
10' AQUATIC BENCH
780
785
790
795
800
805
810
780
785
790
795
800
805
810
EX. 757.4'-18"
HDPE @
1.54%
10' SAFETY BENCH3:1EX.
101
1YR WSE=800.72
10YR WSE=802.99
100YR WSE=807.01**
(CLOGGED)
100YR WSE= 805.84*
(NORMAL)
3.7%
PHREATIC
LINE 4:1MIN 1' TOPSOIL & SYNTHETIC
OR CLAY LINER (ENTIRE
FACILITY TO 10YR WSE)
CUT-OFF TRENCH 4.0' MIN. DEPTH
WITH 1:1 SIDE SLOPES OR FLATTER
4.0'
LINER (TYP.)
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00
TOP OF EMBANKMENT
ELEV.=808.20
3:110+00= RISER STRUCTURE (4')INV OUT = 791.05 (18")INV IN = 799.5 (18" REV. PIPE)INV IN = 791.15 (10" DRAIN)1
TOP=808.20NORMAL POOL
WSE=799.5
(Tv=77,100 ft3)10+86= UPTURNED ELBOWW/ TRASH GUARDINV IN = 791.503
EX. GRADE
PROP. GRADE
86'-10" DIP
(POND DRAIN)
@ 0.41%
10' AQUATIC BENCH
3.5%
780
785
790
795
800
805
810
780
785
790
795
800
805
810
10' SAFETY BENCH3:11YR WSE=800.72
10YR WSE=802.99
100YR WSE=807.01**
(CLOGGED)
100YR WSE= 805.84*
(NORMAL)10+15= 10" GATE VALVE& BOXTOP=806.003A
LINER (TYP.)
MIN 1' TOPSOIL & SYNTHETIC
OR CLAY LINER (ENTIRE
FACILITY TO 10YR WSE)
9+50 10+00 10+50 11+00
790
795
800
805
810
790
795
800
805
810
10+0010+49.52PROPOSED
GRADE
NAG SHOREMAX
NAG P300
EXISTING
GRADE
MIN 1'
TOPSOIL
785 785
9+50 10+00 10+50 11+00
785
790
795
800
805
810
785
790
795
800
805
810
10+0010+47.15MIN 1'
TOPSOIL
EXISTING
GRADE
100YR DEPTH =
1.00' (CLOGGED)
NAG SHOREMAX
NAG P300
PROPOSED
GRADE100YR DEPTH =
0.39' (NORMAL)
100YR DEPTH =
0.56' (CLOGGED)
100YR DEPTH =
0.11' (NORMAL)
TOP OF EMBANKMENT
ELEV.=808.20
10+00= VDOT DOUBLE BOX CULVERTWING "G" TYPE I (2:1)INV OUT = 797.85131
TOP=805.52NORMAL POOL
WSE=799.5
(Tv=77,100 ft3)
PROP. GRADE
130'-6'x6' (SPANxHGHT)
DOUBLE BOX CULVERT
@ 0.50%
10' AQUATIC BENCH
10' SAFETY BENCH
130
TOP=806.1712.0'11+30= VDOT DOUBLE BOX CULVERTWING "G" TYPE I (2:1)INV OUT = 798.503:1
5%
1' LINER
TURN-DOWN (TYP.)
EX. GRADE
CUT-OFF TRENCH
4.0' MIN. DEPTH WITH
1:1 SIDE SLOPES OR
FLATTER
4.0'
4.0'CONTROLLED FILL
- EMBANKMENT TO
BE CONSTRUCTED
WITH CLAY CORE
1:1 SIDE SLOPES 3:10.72' MIN CLEARANCE
VDOT CLASS A4 CONCRETE CRADLE, FULLY
ENCOMPASSING BOTTOM RADIUS OF W/L
3'
MIN.
PROP.W/L XING
780
785
790
795
800
805
810
9+50 10+00 10+50 11+00 11+50
810
815
820
825
830
835
810
815
820
825
830
835
102A
10+64.54 = MH-1INV OUT = 821.01 (24" ISOLATOR)INV OUT = 821.75 (15" MANIFOLD)INV IN = 823.15INV SUMP=819.00TOP = 830.36STONE
LAYER
STONE
LAYER
10YR
HGLUNDERGROUND SWM
17' - 1
5
"
ADS N
-
1
2
@ 2.65
%
EXISTING
GRADE
PROP. GRADE
9+50 10+00 10+50 11+00 11+50
825
830
820
825
830
820
815815
10+00.00 = EX. CURB INLETEX. INV OUT = 820.04INV IN = 820.3010+35.87 = MH-1INV OUT = 820.50 (15")INV IN = 821.11 (15" MANIFOLD)INV IN = 821.13 (18" BOTTOM CONNECTION)INV IN = 820.50 (6" UNDERDRAIN)BOTTOM=817.00 (BUOYANCE FILL)EX. TOP = 825.26TOP = 825.95EX. 13
7'
-
15" RC
P
@ 3.90
%
36' - 15"
ADS N-12
@0.56%UNDERGROUND SWM
STONE
LAYER
STONE
LAYER
200EX.102B
810810
805805
EXISTING
GRADE
10YR
HGL
SYNTHETIC LINER
INSTALL PER
MANUFACTURER
REQUIREMENTS
(ENTIRE FACILITY)EX. 8" W/L XINGCONC.
CAP/CRADLE
POND
LINER
NON-WOVEN
GEOTEXTILE
(OR EQUAL)
SYNTHETIC LINER INSTALL
PER MANUFACTURER
REQUIREMENTS (ENTIRE
FACILITY)
POND
LINER
NON-WOVEN
GEOTEXTILE
(OR EQUAL)SWM PROFILESHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664
Rev. No.Date
09 12-07-2022
C302
12/07/2020
KAS
20-12
2039
AS SHOWN
**CLOGGED - THE 100 YEAR WATER
SURFACE ELEVATION (WSE) ASSUMES ALL
OPENINGS BELOW THE TOP OF THE RISER
ARE CLOGGED AND THE STARTING WSE IS
AT THE TOP OF THE RISER.
**NORMAL - THE 100 YEAR WATER SURFACE
ELEVATION (WSE) ASSUMES ALL OPENINGS
BELOW THE TOP OF THE RISER ARE OPEN
AND THE STARTING WSE IS AT THE INVERT
OF THE REVERSE PIPE.
NOTE:
1.SEE GRADING PLAN SHEETS (C209 - C216)
FOR CROSS SECTION ALIGNMENTS.
SWM DETAILSHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664
Rev. No.Date
09 12-07-2022
N/A
C303
12/07/2020
KAS
20-12
2039
NOTE:
1.SWM FACILITY CONSTRUCTION TO COMPLY WITH
RECOMMENDATIONS FROM GEOTECHNICAL REPORT.
18" RCP ASTM C-361
(RUBBER GASKETS
W.T. JOINTS)
4'
6.5'
**THE 100 YEAR WATER SURFACE ELEVATION (WSE) ASSUMES
ALL OPENINGS BELOW THE TOP OF THE RISER ARE CLOGGED
AND THE STARTING WSE IS AT THE SPILLWAY WEIR.
*"NORMAL" 100 YR WSE ASSUMES ALL OPENINGS ARE
FUNCTIONING AND STARTING WSE IS AT THE NORMAL POOL.
3:1
STORMWATER MANAGEMENT
MANHOLE SECTION
NTS
PRECAST RCP BASE AND
RISER STRUCTURE (VDOT A4
CONCRETE) - INSIDE 4' DIA.
CONCRETE FILL
FOR BUOYANCY
NORMAL POOL WS ELEV 799.50'
INV = 791.05
18" RCP ASTM C-361
(RUBBER GASKETS W.T. JOINT
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.
820.50
SWM CONTROL STR. SECTION (STM 102B)
NTS
15" ADS N-12
@ 0.56%
18" ADS
N-12
821.13
820.50
10 YR W.S.E.
= 823.83
INTERNAL
WEIR WALL
4'
0.5'
1.9'
824.00
822.10
820.50
INTERNAL WEIR WALL DETAIL
6" ORIFICE
1 YR W.S.E. =
821.75
3.5' FOR BUOYANCY
1.5' MIN.
825.95
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 DETENTIONUNDERGROUND DETENTION
821.11
SWM DETAILSHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664
Rev. No.Date
08 08-09-2022
N/A
C304
12/07/2020
KAS
20-12
2039
60 98 51 88 0.696
FOREBAY #1
NOT TO SCALE
SIDE VIEW
NOTES:
1.REINFORCING STEEL ASTM A615,
GRADE 60. MINIMUM BAR LAP 20".
2.MINIMUM SOIL BEARING 2,000 PSF TO
BE FIELD VERIFIED.
3.COMPACTED SOILS, AS NEEDED, TO
BE MIN. 95% OF ASTM D-698/VTM-1.
4.WEIR WALL TO BE INSTALLED LEVEL
AT GRADE SHOWN IN PLANS.
5.NAGP300 TO BE TURNED DOWN 1' AT
BOTH SIDES OF SPILLWAY WEIR
12'
PROPOSED
GRADE
SHOREMAX FLUSH WITH
TOP OF WEIR WALL
4.0'
CONCRETE WEIR WALL
(8" VDOT CLASS A3)
2'
12"x24" FOOTING
(VDOT 21A)
#4's, 24" O.C. (V.)
NAG P300
COMPACTED
EARTH
SYNTHETIC
LINER
2.0'
#4's, 12"
O.C. (H.)1.0
'
NORMAL POOL
26''NAG SHOREMAX
CLASS I
RIP-RAP
1.0'FOREBAY #2
NOT TO SCALE
SIDE VIEW
NOTES:
1.REINFORCING STEEL ASTM A615,
GRADE 60. MINIMUM BAR LAP 20".
2.MINIMUM SOIL BEARING 2,000 PSF TO
BE FIELD VERIFIED.
3.COMPACTED SOILS, AS NEEDED, TO
BE MIN. 95% OF ASTM D-698/VTM-1.
4.WEIR WALL TO BE INSTALLED LEVEL
AT GRADE SHOWN IN PLANS.
5.NAGP300 TO BE TURNED DOWN 1' AT
BOTH SIDES OF SPILLWAY WEIR
12'
PROPOSED
GRADE
NAG P300 FLUSH WITH
TOP OF WEIR WALL
4.0'
CONCRETE WEIR WALL
(8" VDOT CLASS A3)
2'
12"x24" FOOTING
(VDOT 21A)
#4's, 24" O.C. (V.)
NAG P300
COMPACTED
EARTH
SYNTHETIC
LINER
2.0'
#4's, 12"
O.C. (H.)1.0
'
NORMAL POOL
26''CLASS I
RIP-RAP
1.0'FOREBAY #1
NOT TO SCALE
30' WEIR WIDTH
PROPOSED
GRADE
FRONT VIEW
40' LENGTH 3:1NOTE: SHOREMAX TO BE FLUSH
WITH TOP OF CONCRETE WEIR
WALL. WEIR WALL TO BE LEVEL.
CONCRETE WEIR
(VDOT CLASS A3)
5'5'
4.0'
ELEV =805.0ELEV =804.0ELEV =804.0
3:
1
FOREBAY #2
NOT TO SCALE
18' WEIR WIDTH
PROPOSED
GRADE
FRONT VIEW
28' LENGTH 5:1NOTE: NAG P300 TO BE FLUSH
WITH TOP OF CONCRETE WEIR
WALL. WEIR WALL TO BE LEVEL.
CONCRETE WEIR
(VDOT CLASS A3)
5'5'
4.0'
ELEV =801.0ELEV =800.0ELEV =800.0
5:
1
EMERGENCY SPILLWAY
NOT TO SCALE
18' WEIR WIDTH
PROPOSED
GRADE
FRONT VIEW
28' LENGTH
NOTE: SHOREMAX TO BE FLUSH
WITH TOP OF CONCRETE WEIR
WALL. WEIR WALL TO BE LEVEL.
CONCRETE WEIR
(VDOT CLASS A3)
5'5'
4.0'
ELEV =808.2
ELEV =806.0
ELEV =805.8
EMERGENCY SPILLWAY
NOT TO SCALE
SIDE VIEW
NOTES:
1.REINFORCING STEEL ASTM A615,
GRADE 60. MINIMUM BAR LAP 20".
2.MINIMUM SOIL BEARING 2,000 PSF TO
BE FIELD VERIFIED.
3.COMPACTED SOILS, AS NEEDED, TO
BE MIN. 95% OF ASTM D-698/VTM-1.
4.WEIR WALL TO BE INSTALLED LEVEL
AT GRADE SHOWN IN PLANS.
5.NAGP300 TO BE TURNED DOWN 1' AT
BOTH SIDES OF SPILLWAY WEIR
10'PROPOSED
GRADE
SHOREMAX FLUSH WITH
TOP OF WEIR WALL
4.0'
CONCRETE WEIR WALL
(8" VDOT CLASS A3)
2'
12"x24" FOOTING
(VDOT 21A)
#4's, 24" O.C. (V.)
5:1 NAG SHOREMAX
NAG P300
COMPACTED
EARTH
60 MIL
SYNTHETIC
LINER
2.0'
#4's, 12"
O.C. (H.)1.0
'
NAG P300
ELEV= 805.2
ELEV= 805.2
5:1
ELEV =805.8
1'
4.6'
3:1
ELEV =805.2
3:
1
ELEV= 805.8
SWM DETAILS - UNDERGROUND DETENTIONHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664
Rev. No.Date
09 12-07-2022
N/A
C305
12/07/2020
KAS
20-12
2039
NOTES:
1.CONTRACTOR SHALL AS-BUILT THE
UNDERGROUND STORAGE BY A
LICENSED PROFESSIONAL SURVEYOR
DURING CONSTRUCTION TO CONFIRM
THE PROPOSED ELEVATIONS SHOWN
ON THIS SHEET.
2.CONTRACTOR SHALL CHECK AND
NOTIFY ENGINEER OF THE BEARING
CAPACITY OF THE INSITU SOILS TO
CONFIRM CORRECT BASE STONE DEPTH
PRIOR TO BASE STONE PLACEMENT.
3.THE UNDERGROUND STORAGE SHALL
NOT BE INSTALLED UNTIL THE
MANUFACTURERS REPRESENTATIVE
HAS CONDUCTED A
PRE-CONSTRUCTION MEETING WITH
THE INSTALLERS.
4.THE CONTRACTOR MAY UTILIZE OTHER
PRODUCT THAT HAS BEEN APPROVED
AS EQUAL AND HAS BEEN APPROVED BY
VADEQ. CONTRACTOR TO NOTIFY THE
ENGINEER ACCORDINGLY.
5.SEE SWM REPORT FOR OUTLET
STRUCTURE DIMENSIONS
*AS-BUILT REQ'D
ELEV.=831.50
*AS-BUILT REQ'D
*AS-BUILT REQ'D
*AS-BUILT REQ'D
ELEV.=825.00
ELEV.=823.50
XWVUXWVUELECTRIC BELL8"6"6"6"6"6"6"6"6"6"4"FD-44"FD-43"V UP3"V UP,3"VTR4"SAN, REFER TO CIVILSWGS FOR CONTINUATIONGCOINV ELEV = -3'-0"± BFFBEL FLBEL FLABV CLGFSWFSWFSWFSWFSWFSWGGGGGGGGGG
SWWWWWWWWWWWMWMGFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWNYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAI
N
S
T
O
W
A
T
ERWAY
S
NYLOPLAST
DUCTILE IRO
N
DO NOT POLLUTE
D
R
A
I
N
S
T
O
WATER
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLL
U
T
E
D
R
A
I
N
S TO W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST
DUCTILE IRO
N DO NOT POLLUTE
D
R
A
I
NS
T
O
WA
T
E
R
W
AY
S
NYLOPLAST
DUCTILE IRON
DO NOT POLL
U
T
E
D
RAINS TO W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO
W
A
T
E
R
WA
Y
S
DO NOT POLLUTEDUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTEDUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATER
W
A
Y
S
NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS
T
O
W
A
T
E
R
W
AYS777372 7170595554818271A83848685881031071041081061051008787A73A77B777675747372717059565554818271A8384868588102A1031071041081061051008787A83A56C56D56E56F56G77A56AADO NOT POLL
U
TE
DUCTILE
I
R
O
N
NYLOPLAST
DRAINS TO WAT
E
R
W
A
Y
S
DO NOT POLLUT
E
DUCTILE I
R
O
N
NYLOPLAST
DRAINS TO WATE
R
W
A
Y
S
DO NOT POL
L
U
T
E
DUCTILE IR
O
N
NYLOPLAST
DRAINS TO WATER
W
A
Y
S
NYLOPLAST
DUCTILE IR
O
N
DO NOT POLLUT
E
D
R
A
IN
S
T
O
W
A
T
E
R
WA
Y
S
DO NOT POLLUTE DUCTILE IRO
N
NYLOPL
A
S
T DRAINS TO WATERWAY
S
NYLOPLA
S
T
DUCTILE IRON
DO NOT POLLU
T
E
D
R
A
I
NS TO
W
A
T
E
R
W
A
Y
S 82ANYLOPLAST
DUCTILE
I
R
O
N
DO NOT POLLUTE
D
R
A
I
NS TO
W
A
T
E
R
W
A
Y
S77C4"4"4"3/4"CW SERVICE, REFER TOCIVIL DWGS FOR CONTINUATIONBEL GRADE3/4"CW UP3/4"WH-1@ 1'-6" AFF15TRA
V
E
R
TI
N
E
WAY BOLD ROCKDRIVEWM10271B73BNYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
PHASE 1PHASE 2WWWNYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
73C73D102BDO NOT POLLUTEDUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYSWW
WFSWFSWFSWWW842860854856858852862860854856858842822822822
842846848850852822 8228428428428528408328508408308408428428428408388368228388368428448468488328348368388428448468528508608548568588528508548568588568588188168188208208408388368348368348308268288308328228248248268388408568548428428188203:183010+00
PC=10+30.161
1
+
0
0
PT=11+73.1
6
12+00PC=12+43.2
3
1
3
+
0
0
14+00
PT=15+0016+0017+00
PROP. EP
L1
C
1
L2C2 L3C3
L4 17+27
PROP.
SIDEWALK
24'12'12'
14+84.57
PROP.
GAS LINE
EX. GAS
LINE ESM'T
PROP. STORM
STRUCTURE
CURB
TRANSITION
CG-6 TO RTC
CG-6CG-6RT CRTC
CG-6
CG-6
26'
HP
PROP. ROUNDABOUT
GUTTER
CG-3
CG-2
PC=
1
5
+
4
6
.
1
9 PT=16+74.74
PROP. W/L
PROP. MOUNTABLE
ISLAND STRIP
835
840
845
850
855
860
865
870
830
835
840
845
850
855
860
865
870
875830.20831.71833.76836.15838.65841.15843.65846.15848.40849.38848.97847.17844.69842.32842.642.00%3.52%
SD= 1000.00
5.00%
VC = 100.00
SD= 1000.00
K-Value= 67.6
4.9
8
%
VC = 180.00
SD= 154.86
K-Value= 18.0
2.00%
VC = 40.00
SD= 64.92
K-Value= 5.7
SAG= 16+66.51
ELEV.= 842.09
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00
820
825
830
820
825
(ELEV = 841.80')17+27 = Road 1 End10+17.00 = PVI(ELEV = 830.54)10+37.00 = PVC10+87.00 = PVI11+37.00 = PVT16+58.00 = PVI16+78.00 = PVT10+12.00 = PVC10+22.00 = PVT13+70.00 = PVC15+50.00 = PVT(ELEV = 847.17)16+38.00 = PVC(ELEV = 851.65)14+60.00 = PVI17+12.00 = PVI17+17.00 = PVI(ELEV = 842.98)(ELEV = 833.00)(ELEV = 842.88)12+43.23 = PC14+84.57 = PT16+74.74 = PTCREST = 14+60.21
ELEV. = 849.41830.44831.24835.50847.15842.80VC = 10.00
K-Value= 6.6
11+73.16 = PT15+46.19 = PT842.202.00%
2.00%10+30.16 = PC849.24847.36842.15831.00837.31840.82COMPACT FILL AS
REQUIRED IN THE
SPECIFICATIONS
ELEV. @
PROP
RD C/L
COMPACT FILL AS
REQUIRED IN THE
SPECIFICATIONS
EXISTING
GRADE @ C/L
EXISTING
GRADE @ C/L
PROP. GRADE
@ C/L
10+00 = EX. WESTMINSTER CANTERBURY DRIVE C/L15" STORM SEW. XING15" STORM SEW. XING15" STORM SEW. XINGPROP. GRADE
@ C/L
18" STORM SEW. XING18" STORM SEW. XINGCG-3
CG-2
17+16.00 = CG-216+86.50 = ROUNDABOUT GUTTER16+89.00 = ROUNDABOUT GUTTER17+11.00 = CG-3EX. 15" STORM SEW. XING830.72830.56833.19849.41842.158" W/L XING6" FSL XING-2.00%-2.00%
10'3'
4'5'3'13'
3:1 MA
X
3:1 M
A
X
SIDEWALK
(TYP)UD-4
UNDERDRAIN
ROLLTOP
CURB
NOT TO SCALE
BASE
SUBBASE BITUMINOUS
CONCRETE
10'3'
13'3'5'4'
3:1 MA
X
3:1 M
A
X
-2.00%
PRIVATE ROAD - ROLLTOP CURB
TYPICAL SECTION
1'
LIMITS OF SUBBASE
-2.00%-2.00%
10'2.5'
4.5'5'3'12'
3:1 MA
X
3:1 M
A
X
SIDEWALK
(TYP)
CG-6
CURB
10'2.5'
12'3'5'4.5'
3:1 MA
X
3:1 M
A
X
-2.00%
PRIVATE ROAD - STANDARD CURB
TYPICAL SECTION
1'
UD-4
UNDERDRAIN
BASE
SUBBASE
BITUMINOUS
CONCRETELIMITS OF SUBBASE
NOT TO SCALE 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664ROAD PROFILESRev. No.Date
05 08-31-2021HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAC400
12/07/2020
KAS
20-12
2039
V: 1" = 5'
H: 1" = 50'
TRAVERTINE WAY
PRIVATE STREET
SEE TYPICAL SECTION THIS SHEET
TRAVERTINE DR.
TRAVERTINE DR.
Road 1
NOT TO SCALE
TYPICAL PAVEMENT SECTION #1
6" SUBBASE VDOT STD. 21A
1.5" SM-9.5A SURFACE COURSE
SEE SPECIFICATIONS FOR DETAILS)
(COMPACTED TO 98% DENSITY
COMPACTED SUBGRADE
OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 3. SOIL TEST
PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.
3" BM-25.0A INTERMEDIATE COURSE
2" IM-19.0A INTERMEDIATE COURSE
GG GGSSWWWWWWWWW
W
W W
W
W WMG
FSWFSWWWNYLOPLAST
DUCTILE IRON
DO NOT POLLU
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DR
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLU
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
DO NOT PO
L
L
U
T
E
DUCTILE IRO
N
NYLOP
L
A
S
T
DRAINS TO WATE
R
W
A
Y
S
DO NOT POL
L
U
T
E
DUCTILE IRO
N
NYLOP
L
A
S
T
DRAINS TO WATE
R
W
A
Y
S
18171615141920222712111011A12A31281311301817161514192022232425A2712111011A12A31281311302520ADO NOT POLLUTE
DUCTILE IR
O
N
NYLOPLAST
DRAINS TO WA
T
E
R
W
A
Y
S35CNYLOPLAST
DRAINS TO WATERWA
Y
S
DO NOT POLLUTE
DUCTILE IRON
8BOLD 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
39+00
PT=
3
9
+
6
9
.
2
9
40+0040+01.37PROP VARIABLE WIDTH
SAN SEW ESM'T
PROP 20' WIDTH
WATER LINE ESM'T
PROP EP 15+0020'26'20'PROP SIDEWALK
PROP EP
PROP SAN SEW
PROP W/L
CG-6
C
G
-
6
RTC
RTC
CURB TRANSITION
CG-6 TO RTC
CG-6
CG-6
CG-2
CG-2
CG-2
CG-2 RTCRTCPT=15+41
.
4
1
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50
800
805
810
815
820
825
830
835
840
845
795
800
805
810
815
820
825
830
835
840
845809.14810.14811.14811.64812.24813.02813.99815.14816.39818.23818.98819.3110+11.00 = PVI(ELEV = 809.64)2.00%2.00%11+00.00 = PVI(ELEV = 808.14)VC = 100.00
SD= 199.22
K-Value= 27.2
SAG= 10+95.60
ELEV.= 808.60
5.00%13+25.00 = PVI(ELEV = 812.64)VC = 100.00
SD= 280.00
K-Value= 33.3
0.62%14+45.00 = PVI(ELEV = 818.64)VC = 100.00
SD= 201.59
K-Value= 22.8
785
790
795
785
790
10+50.00 = PVC11+50.00 = PVT12+75.00 = PVC13+75.00 = PVT13+95.00 = PVC14+95.00 = PVT15+40.00 = PVC816.14818.95819.2310+43.99 = PC13+37.00 = PT/PC15+41.41 = PT808.60813.46819.24ELEV. @
PROP
RD C/L
CONTINUATION LINE SEE SHEETC402COMPACT FILL AS
REQUIRED IN THE
SPECIFICATIONS
PROP. GRADE
@ C/L
EXISTING
GRADE @ C/L
4.7
0
%
1.68%810.15808.60808.9810+00.00 = EX. FOX DRIVE C/L15" STORM SEW. XING15" STORM SEW. XING15" STORM SEW. XING8" SAN. SEW.X-ING10+35.00 = CG-211+01.23 = CG-211+23.02 = CG-211+82.68 = CG-2PROP. 6'X6'
BOX CULVERT
PROP. TRAFFIC
ISLAND
4" SAN. LAT. X-ING4" SAN. LAT. X-ING8" W/L XING8" W/L XING-2.00%-2.00%
10'3'
4'5'3'13'
3:1 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: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664ROAD PROFILESRev. No.Date
05 08-31-2021HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAC401
12/07/2020
KAS
20-12
2039
V: 1" = 5'
H: 1" = 50'
BOLD ROCK DR.
PRIVATE STREET
SEE TYPICAL SECTION ON THIS SHEET
BOLD ROCK DR.
BOLD ROCK DR.
Road 2
NOT TO SCALE
TYPICAL PAVEMENT SECTION #1
6" SUBBASE VDOT STD. 21A
1.5" SM-9.5A SURFACE COURSE
COMPACTED SUBGRADE
OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 3. SOIL TEST
PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.
3" BM-25.0A INTERMEDIATE COURSE
2" IM-19.0A INTERMEDIATE COURSE
SEE SPECIFICATIONS FOR DETAILS)
(COMPACTED TO 98% DENSITY
FSW
FSW
FSW
FSW
FSW FSW FSW
FSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWG G
G
G
G
G
G GGGGGGGGGGGGGGG
G
G GSSS
SSS
S
S
WW
W WWWWWWWWWWWWWW W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWM
WM
WM
WMWM
WM
WM
WMG
G GG
FSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSW
FSW
FSW
FSW
FSW
FSW
FSW
FSW
FSW
FSW
WM
WM
W
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE D
R
A
I
N
S
T
O
W
A
T
E
R
W
AYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
D
R
A
I
N
S
T
O
WATE
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
D
R
A
I
N
S
TO W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DR
AINS
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRON
DO NOT PO
L
LUTE
D
R
A
I
N
S
T
O
W
A
T
E
R
WAY
S
NYLOPLAST
DUCTILE IR
O
N
DO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
T
E
R
WAY
S
NYLOPLA
S
T
DUCTILE IRON
DO NOT POLLU
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAS
T
DUCTILE IRON
DO NOT POLLU
T
E
D
R
A
I
N
S
T
O
W
A
T
E
RWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS
TO
W
A
T
ERW
A
YS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAY
S
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATER
W
A
Y
S
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
NYLOPLAS
T
DUCTILE IRON
DO NOT PO
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
19
21
22
27
28
42
29
41
30
31
33
77
73
72
71
70
69
65
64
5960
55
54
53
46
47
79
81
82
71A
83
93
94
95
32A
38
39
35B
73A
19
21
22
23
24
25A
27
28
36
37
44
42
29
41
30
31
33
77
76
75
74
73
72
71
70
69
68
67
66
65
64
63
5960
61
56
55
54
53
57
49
50
51
52
46
47
48
79
80
81
82
71A
83
92
93
94
95
32
32B
38
39
40
35
25
83A
32C
56A
56B
56C
56D
56E
56F
56G
80A
56A
A
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRO
N
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLA
S
T
DUCTILE IRO
N
DO NOT PO
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAIN
S
T
O W
A
T
E
RWA
YS
NYLOPLAST DUCTILE IRO
N
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLA
S
T
DUCTILE I
R
O
N
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE
I
R
O
N
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAS
T
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
D
R
A
I
N
S
T
O
WATER
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
TER
W
A
Y
S
20A
DO NOT POLLUTEDUCTILE IRONNYLOPL
A
S
T
DRAINS TO WAT
E
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
35C
35A
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
40A
40B
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDRAINS TO
W
A
T
E
R
W
A
Y
S
DO NOT POLL
U
T
E
DUCTILE
I
R
O
N
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
82A
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLL
U
T
E
D
R
A
I
N
S
T
O
W
A
TER
W
A
Y
S
77C
77D
43
43A
43B
43C33C
33B
33A
61B
61A
61C
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
80C
80B
NYLOPLAS
T
DRAINS TO
W
A
T
E
R
W
A
Y
S
DO NOT POLLUTEDUCTILE
I
R
O
N
NYLOPLAS
T
DRAINS TO
W
A
T
E
R
W
A
Y
S
DO NOT POLL
U
T
E DUCTILE IRONDO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
200
101
101
A
2
1
3
4
6
7
8
9
10
FELD
S
P
A
R
CT.
BOLD ROCK
DRIVE
BOL
D
R
O
C
K
DRI
V
E
BOLD ROCK
DRIVE
71B
73B
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAI
N
S
T
O
W
A
T
E
R
W
A
YS
WWWWWWWWWWW
W
W
W
W
W
W
W
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
D
R
AIN
S
T
O
W
A
T
ER
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
D
R
AIN
S
T
O
W
A
T
ER
W
A
Y
S
73C
73D
49A
49B
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS 37ASSSSS
SSSSDO NOT POLLU
T
E
DUCTIL
E
I
R
O
N
NYLOPLAS
T
DRAINS TO WATERWAYSWFSWC2L2
C3
C4C5
C6
L3 CONTINUATION LINE SEE SHEET C401CONTIN
U
A
TI
O
N
L
I
N
E
SEE SH
E
E
T
C403
PC/PT=13+37
.00
16+
0
0
17+
0
0
18+
0
0
19+0
0
20+00
21+00
22+00
23+00
24+00
26+00
27+
0
0
28+0029+00
30+0
0
31+00
32+00 33+00 34+00 35+00
36+00
37+
0
0
38+
0
0
PROP EP
PROP EP
25+00
1
5
+
0
0
PT=37+32.7726'
26'
26'
26'
PROP GAS
LINE
PROP WL
PROP
SAN SEW
PROP STORM
STRUCTURES
PROP STORM
STRUCTURES
PROP.
ROUNDABOUT
GUTTER
CG-3
CG-2
PROP. MINI.
ROUNDABOUT
PROP STORM
STRUCTURES
PROP STORM
STRUCTURES
PROP. MOUNTABLE
ISLAND
PC/PT=31+41.70PC/PT=29+66.54PT=15+41.41PC/PT= 26+52.5614+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50
800
805
810
815
820
825
830
835
840
845
850
795
800
805
810
815
820
825
830
835
840
845
850
855818.98819.31820.26822.12824.60827.10829.60832.10834.60837.10839.55841.44842.65843.17843.05842.80842.55842.30842.05841.80841.55841.16840.42839.48838.54837.21835.10832.600.62%
5.00%16+00.00 = PVI(ELEV = 819.60)VC = 120.00
SD= 175.80
K-Value= 27.4
0.50%20+80.90 = PVI(ELEV = 843.64)VC = 200.00
SD= 220.83
K-Value= 36.4
CREST= 21+62.72
ELEV.= 843.19
1.88%25+05.00 = PVC25+55.00 = PVI(ELEV = 841.27)26+05.00 = PVTVC = 100.00
SD= 529.97
K-Value= 72.2
27+00.00 = PVC27+50.00 = PVI(ELEV = 837.60)28+00.00 = PVTVC = 100.00
SD= 263.32
K-Value= 32.1
790
795
79014+95.00 = PVT15+40.00 = PVC16+60.00 = PVT19+80.90 = PVC21+80.90 = PVT818.95819.23822.60838.64843.14841.52840.3315+41.41 = PT17+59.91 = PC26+52.56 = PC/PT819.24827.59839.43ELEV. @
PROP
RD C/L
CONTINUATION LINE SEE SHEETC401CONTINUATION LINE SEE SHEETC403PROP. GRADE
@ C/L
EXISTING
GRADE @ C/L
PROP. GRADE
@ C/L
21+55.98 = 0+00 ROAD 1 CONNECTION15" STORM SEW. XINGEXISTING
GRADE @ C/L
COMPACT FILL AS
REQUIRED IN THE
SPECIFICATIONS
15" STORM SEW. XINGCOMPACT FILL AS
REQUIRED IN THE
SPECIFICATIONS
21+15.48 = ROUNDABOUT GUTTER21+17.98 = ROUNDABOUT GUTTER21+93.98 = ROUNDABOUT GUTTER21+96.48 = ROUNDABOUT GUTTER21+39.98 = CG-321+44.98 = CG-221+67.06 = CG-221+72.07 = CG-38" ROOF DRAIN X-ING15" STORM SEW. XING15" STORM SEW. X-ING4" SAN. LAT. X-ING4" SAN. LAT. X-ING4" SAN. LAT. X-ING6" ROOF DRAIN X-ING4" SAN. LAT. X-ING4" SAN. LAT. X-ING6" SAN. LAT. X-ING18" STORM SEW. XING18" STORM SEW. XING4" SAN. LAT. X-ING4" SAN. LAT. X-ING4" SAN. LAT. X-ING4" SAN. LAT. X-ING4" SAN. LAT. X-ING4" SAN. LAT. X-ING6" SAN. LAT. X-ING6" FSL X-ING6" GAS X-ING6" GAS X-ING6" GAS X-ING6" GASX-ING151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664ROAD PROFILESRev. No.Date
09 12-07-2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAC402
12/07/2020
KAS
20-12
2039
V: 1" = 5'
H: 1" = 50'
BOLD ROCK DR.
PRIVATE STREET
SEE TYPICAL SECTION ON SHEET 401
FSW
FSW
FSW
FSW
FSW
FSW
FSW FSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWG
G G G
G
G
G
G G GGGGGGGGGGGGGGG
G
G GSSS
SSSSSS
S
S
SWW W
W
WWWWWWWWWWWWWWWWWWWWWW
W
W
W W W W
W
W
W
W
W
W
W
W
W
W
W
W
WWWMWM
WM
WMWM
WM
WM
WMG
G GFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSW
FSW
FSW
FSW
FSW
FSW
FSW
FSW
FSW
FSW
FSW
FSW
FSW
WM
WM
W
W
W
W
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WAT
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERW
A
Y
S
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO
W
A
T
E
R
W
A
Y
S
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAY
S
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO
W
A
T
E
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAS
T
DUCTILE IRON
DO NOT POLLU
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRO
N
DO NOT POLLUTE D
R
A
I
N
S
T
O
W
A
TERWAY
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAI
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATE
R
W
A
Y
S
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATE
R
W
A
Y
S
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WA
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATE
R
W
A
YS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRO
N
DO NOT POLLU
T
E
D
R
A
I
N
S
TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT PO
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPL
A
S
T DUCTIL
E
I
R
O
N
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IR
O
N
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE
I
R
ON
DO NOT POLLUTE DRAINS
T
O
W
A
T
E
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IR
O
N
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE I
R
O
N
DO NOT PO
L
L
U
T
E
D
R
A
I
N
S
TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DR
A
I
N
S
T
O
WATE
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLU
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
WAYS
DO NOT PO
L
L
U
T
E DUCTILE IRONNYLOPLASTDRAINS TO WATE
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAS
T
DRAINS TO W
A
T
E
R
W
AYS
DO NOT
P
O
L
L
U
T
E DUCTILE IRONDO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDRAINS TO WATERWAYS
DO NOT POLLUT
E
DUCTILE IR
O
N
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IR
O
N
DO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLASTDRAINS TO WATERWAYS
DO NOT POLLU
T
E
DUCTILE I
R
O
N
NYLOPLAS
T
DRAINS TO W
A
T
E
R
W
A
Y
S
DO NOT
P
O
L
L
U
T
E
DUCTILE IRON
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
2
13
4
8
9
10
FELDSP
A
R
CT.
BOLD ROC
K
DRIVE BOLD
R
O
C
K
DRIVE
BOLD R
O
C
K
DRIVE
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DR
A
I
NS
T
O
W
A
T
E
R
WAY
S
WWWWWWWWWWWW
W
W
W
W
W
W
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
D
RA
I
N
S
T
O
W
A
T
ER
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
D
R
A
I
N
S
T
O W
A
T
E
R
W
A
Y
S
FREDERICK COUNTYCITY OF WINCHESTERDO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYSS
SSSSSSSC2L2
C3
C4C5
C6
L3
C7
L
4 13+0014+0016+00
17+00
18+00
19+00
20+00
21+00
22+0023+00
24+00
26+00
27+002
8
+
0
0
29+00
30+0
0
31+00
32+00
33+00
34+00
35+00
36+00
37+00
38+00
39+00PT=39+69.294
0
+
0
0
4
0
+
0
1
.
3
7
CONTI
N
U
A
TI
O
N
LI
N
E
SEE S
H
E
E
T
C402
WATER LINE ESM'TPROP EPPROP VARIABLE WIDTH
SAN SEW ESM'T
25+00
15
+
0
0
PT=37+32.77PROP SAN SEW
PROP W/L
PROP VARIABLE WIDTH
SAN SEW ESM'T
PROP. MINI.
ROUNDABOUT
PROP GAS
LINE
PROP
SAN SEW
PROP WL
PROP WL
PROP WL
EMERGENCY
ACCESS ROAD
RTC
RTC
RTC RTC
PROP STORM
STRUCTURES
PROP STORM
STRUCTURES PC/PT=31+41.70PC/PT
=
2
9
+
6
6
.
5
4
PC=
17+59.91
PC=38+67.81PT=15+41.41PC/PT=
26+52
.56
27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00
800
805
810
815
820
825
830
835
840
845
850
795
800
805
810
815
820
825
830
835
840
845
850
855835.10832.60830.10827.60825.10822.85821.58821.32821.20820.95820.70820.45819.86818.43816.53815.32814.90814.65814.40814.15813.90813.65813.40812.84811.02811.715.0
0
%28+00.00 = PVT0.50%30+15.00 = PVC30+70.00 = PVI(ELEV = 821.60)31+25.00 = PVTVC = 110.00
SD= 162.73
K-Value= 24.4
3.93
%33+05.90 = PVC33+55.90 = PVI(ELEV = 820.17)34+05.90 = PVTVC = 100.00
SD= 243.50
K-Value= 29.1
0.50%34+30.90 = PVC34+80.90 = PVI(ELEV = 815.25)35+30.90 = PVTVC = 100.00
SD= 220.67
K-Value= 29.1
38+70.90 = PVC39+00.90 = PVI(ELEV = 813.15)39+30.90 = PVC & PVTVC = 60.00
SD= 177.68
K-Value= 13.3
39+50.90 = PVI(ELEV = 810.65)39+70.90 = PVTVC = 40.00
SD= 62.96
K-Value= 5.5
SAG= 39+58.60
ELEV.= 810.96
790
795
790
2.22%
2.00%
2.00%824.35820.42818.20817.22815.00813.30811.65811.0939+86.37 = PVI(ELEV = 811.44)39+91.37 = PVI(ELEV = 811.54)40+01.37 = ROAD END29+66.54 = PC/PT31+41.70 = PC/PT37+32.77 = PT38+67.81 = PC39+69.29 = PT826.77821.24813.99813.32811.06(ELEV = 811.74)ELEV. @
PROP
RD C/L
CONTINUATION LINE SEE SHEETC402COMPACT FILL AS
REQUIRED IN THE
SPECIFICATIONS
COMPACT FILL AS
REQUIRED IN THE
SPECIFICATIONS COMPACT FILL AS
REQUIRED IN THE
SPECIFICATIONS
PROP. GRADE
@ C/L
EXISTING
GRADE @ C/L
PROP. GRADE
@ C/L
EXISTING
GRADE @ C/L
8" SAN. SEW.X-ING24" STORM SEW. XING24" STORM SEW. XING15" STORM SEW. XING24" STORMSEW. XING33+60.53 = START OF EMERGENCY ACCESS ROAD ELLIPSE35+11.40 = START OF EMERGENCY ACCESS ROAD ELLIPSE34+50 = END BOLD ROCK DRIVE & BEGIN FELDSPAR OVERLOOKBOLD ROCK DRIVE FELDSPAR CT.15" STORM SEW. XING6" GASX-ING151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664ROAD PROFILESRev. No.Date
05 08-31-2021HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAC403
12/07/2020
KAS
20-12
2039
V: 1" = 5'
H: 1" = 50'
BOLD ROCK DR. & FELDSPAR CT.
PRIVATE STREET
SEE TYPICAL SECTION ON SHEET 401
FSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSW
FSW
FSW
FSWGGG
GGGGGSSSWWWWWWWWWWWWWWWWWWWWWMWMWMG
FSWFSWFSWFSWFSWFSWFSWFSWFSWNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST
DUCTILE
I
R
O
N
DO NOT POLLUTE
D
R
A
I
N
S TO WATE
R
W
A
Y
S
DO NOT POLLUT
E
DUCTILE
I
R
ON
NYLOPL
A
S
T
DRAINS TO WATE
R
W
A
Y
S
NYLOPLAS
T
DUCTILE IRON
DO NOT POL
L
U
T
E
DR
A
I
N
S
TO
W
A
T
ER
W
A
Y
S
NYLOPLAST
DUCTILE IRO
N DO NOT POLLUTE
D
R
A
I
NS
T
O
WA
T
E
R
W
AY
S
DO NOT POLLUTE
DUCTILE
I
R
ON
NYLOPLA
S
T
DRAINS T
O
W
A
T
ER
W
A
Y
S
DO NOT P
O
L
L
U
T
E
DUCTILE
I
R
O
N
NYLOPLA
S
T
DRAINS T
O
W
A
T
ER
W
A
Y
S
DO NOT POL
L
U
T
E
DUCTILE IR
O
N
NYLOPLAS
T
DRAINS TO W
A
T
E
R
W
A
Y
S
DO NOT POLL
U
T
E
DUCTILE IR
O
N NYLOPLAST
DRAINS TO W
A
T
E
R
WA
Y
S
NYLOPLASTDUCTILE IRON
DO NOT POLLUT
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUT
E
D
RAINS TO
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLU
T
E
D
R
A
I
N
S
T
O
W
A
T
E
RWAYS
NYLOPLAST
DUCTILE IRON
DO NOT PO
L
L
U
T
E
D
RAINS TO
W
A
T
E
R
W
A
Y
S
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS 671035.0'FELDSPARCT.BOLD ROCKDRIVEBASALT
CT.100'75'
FREDERICK COUNTY
CITY OF WINCHESTER
SSSSSSSSSSSSS54.9'"N""N"822820808810824820822810
812
814
816
818
824
822
820
81881881681481280680584
2
840
838
836834
83
2
83
0818
808806810812814808 85285483
6
836
836
846826828
8
1
6
81481
6
824826
82
8 8308328168
1
8 820802804805826 8368308388408
2
6 82883683483083283882
6 8388408288368368368568
5
4
806
8048028007988
0
4
8
0
2
801801 C610+00
PROP EP
27'
PROP SAN SEW
PROP W/L
EX. FIBER
OPTIC LINE
EX. W/L
EX. SAN
SEW
PROP STORM
STRUCTURE
CG-
6
CG-6
35'
L1
11+00
TEMP. GRAVEL PAD
PROP. TYPE 3
BARRICADE w/ ROAD
CLOSED SIGN (R11-2)
80'50'11+85.69 PROP. ROUNDABOUT9+50 10+00 10+50 11+00 11+50 12+00 12+50
805
810
815
820
825
800
805
810
815
820
825
830819.34818.02818.045.4
5
%
2.50%10+11.00 = PVI(ELEV = 818.74)10+15.00 = PVC10+65.00 = PVI(ELEV = 817.39)11+15.00 = PVT, EPVC = 100.00
SD= 165.94
K-Value= 23.6
SAG= 10+74.11
ELEV.= 817.90818.64ROAD 3818.25ELEV. @
PROP
RD C/L
800 10+00 = EX. FOX DRIVE C/LPROP.
GRADE
@ C/L
PROP. GRAVEL
STORAGE PAD
3:1
COMPACT FILL AS
REQUIRED IN THE
SPECIFICATIONS
EXISTING
GRADE @ C/L15" STORM SEW. XING-2.00%-2.00%
10'2.5'
4.5'5'3'12'
3:1 MA
X
3:1 M
A
X
SIDEWALK
(TYP)
CG-6
CURB
10'2.5'
12'3'5'4.5'
3:1 MA
X
3:1 M
A
X
-2.00%
PRIVATE ROAD - STANDARD CURB
TYPICAL SECTION
1'
UD-4
UNDERDRAIN
BASE
SUBBASE
BITUMINOUS
CONCRETELIMITS OF SUBBASE
NOT TO SCALE 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664ROAD PROFILESRev. No.Date
05 08-31-2021HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAC404
12/07/2020
KAS
20-12
2039
V: 1" = 5'
H: 1" = 50'
BASALT CT.
PUBLIC STREET
SEE TYPICAL SECTION ON THIS SHEET
BASALT CT.
Road 3
NOT TO SCALE
TYPICAL PAVEMENT SECTION #1
6" SUBBASE VDOT STD. 21A
1.5" SM-9.5A SURFACE COURSE
COMPACTED SUBGRADE
OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 3. SOIL TEST
PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.
3" BM-25.0A INTERMEDIATE COURSE
2" IM-19.0A INTERMEDIATE COURSE
SEE SPECIFICATIONS FOR DETAILS)
(COMPACTED TO 98% DENSITY
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00
800
805
810
815
820
825
830
835
840
845
800
805
810
815
820
825
830
835
840
845
51' - 8"
SDR 35/26
@0.51%
336' - 8" PVC
SDR 26
@0.50%
158' - 8" PVC SDR 26 @0.50%
131' - 8" PVC SDR 26 @0.50%
42' -
8" PVC
S
D
R
2
6
@5.00
%
46' - 8"
PVC SDR
2
6
@1.79%
46' -
8" PVC
S
D
R
2
6
@5.8
1
%
66' -
8
" PVC
S
D
R
2
6
@4.65
%
42' - 8"
PVC SDR 26
@0.50%
73' - 8"
PVC SDR 26
@0.50%
160' - 8" PVC SDR 26 @0.50%
100' - 8" PVC SDR 26
@0.50%
75' - 8"
SDR 35/
2
6
@2.00%
MH A
MH B
MH C
MH D
MH E
MH F
MH G
MH H
MH I
MH J MH K MH L MH M
TOP=818.13TOP=822.00TOP=823.86TOP=827.49TOP=829.74TOP=832.17TOP=834.74TOP=837.64TOP=838.67TOP=840.08TOP=841.69TOP=842.19TOP=842.570+91 =4" LAT. (59.31')L24 - INV=839.43STA20+81.75ELEV832.45CROWN832.796" SAN. SEW. LAT6" SAN. SEW. LAT8" W/L X-INGGAS X-INGGAS X-ING18" STM XING15" STM6" ROOF DRAINXING15" STM8" ROOF DRAINXINGAPPROX. LOC.EX. 6" W/L X-INGAPPROX. LOC EX F.O. XINGXING6" SAN. SEW. LAT4" SAN. SEW. LATXING4" SAN. SEW. LAT4" SAN. SEW. LAT4" SAN. SEW. LAT4" SAN. SEW. LATPROPOSED
GRADE EXISTING
GRADE
10+00.00=EX. MHEX. TOP=819.00INV OUT=810.9310+51.45=MH-1INV OUT=811.19INV IN=811.4413+87.13=MH-1INV OUT=813.12INV IN=813.2215+45.10=MH-1INV OUT=814.01INV IN=814.26INV OUT=814.91INV IN=820.65INV IN=815.1617+18.16=MH-1INV OUT=822.76INV IN=823.0117+64.03=MH-1INV OUT=823.83INV IN=824.0818+09.82=MH-1INV OUT=826.74INV IN=826.9918+76.22=MH-1INV OUT=830.08INV IN=830.3319+18.20=MH-1INV OUT=830.54INV IN=830.7919+90.90=MH-1INV OUT=831.15INV IN=831.2521+51.25=MH-1INV OUT=832.05INV IN=832.1522+51.25=MH-1INV OUT=832.65INV IN=832.7523+26.25=MH-1INV OUT=834.25MH M2
16+75.98=MH-1 DROP MANHOLE822
820
852
854
856
858
8
4
2
8
4
0
842852
83884084284484684883483683282
8
826
824
822
842
838
838842822822822
822
842
808
810
824
820
822
81281481681883
2
8
3
4
83
0
826824822820818
820
816
818
820
8248228248228208
1
8822822
822
840838
842
842 842832
830828824
826826
824
826
824
828
82
8
828
844
842
844
846
848
850
852
818
816
814
812
806
805
8
1
8
842 842840838836822
818816816
818
820
810 81682082082683
6
834830
826
828
830
838
840
826
828
836
8
3
4
830
8
3
2 83883282
2
824
82482683
8
840
828
836 836
814
812
822
822
824
822
826
820
818 820824822FSW
FSW
FSW
FSW
FSW
FSW
FSW FSWFSWFSWFSWFSWFSWFSWFSWG
G
G
G GGGGGGGGGGG
G
G SSS
SSSSSW
W
W W
WWWWWWWWWWWW
W
W
W
W
WMWM
WM
GG FSWFSWFSW
FSW
FSW
FSW
FSW
FSW
FSW
FSW
FSW
FSW
FSW
FSW
FSWWM
WM
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATER
W
A
Y
S
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERW
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAI
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WAT
E
R
W
A
Y
S
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WAT
E
R
W
A
Y
S NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IR
O
N
DO NOT POLLU
T
E
DRAINS
T
O
W
A
T
E
R
W
A
Y
SNYLOPLASTDUCTILE IRON
DO NOT P
O
L
L
U
TE DRAI
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPL
A
ST
DUCTILE IRO
N
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLA
S
T DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRO
N
DO NOT POLL
U
T
E
D
R
A
I
N
S
T
O
W
ATERWA
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST DRAINS TO WATE
RWAYS
DO NOT PO
L
L
U
T
E DUCTILE IRON
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERW
A
Y
S
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS 2
1
3
4 10
BOLD
R
O
C
K
DRIVE
BOLD
R
O
C
K
DRIVE
BASALT CT.NYLOPLAST
DUCTILE IRON
DO NOT POL
L
UTE
D
R
A
I
N
S
T
O
W
A
T
E
R
WAY
S
WWWWWWWWWWWW
W
W
W
W
W
W
NYLOPLASTDUCTILE IRON
DO NOT POLLUT
E
D
R
A
I
N
S
T
O
W
A
TER
W
A
Y
S
NYLOPLAST
DUCTILE IR
O
N
DO NOT POLL
U
T
E
D
RAIN
S
T
O
W
A
T
E
R
W
A
Y
S
100'75'B
CD
E
F
G
H
J
K
L
M2
N
O
P
A
I
M
8" PVC
S
a
n.
S
e
w
8" PVC
San.
Se
w
8" PVC San. Sew
6" PVC San.
Sew. Lat.
20' Wide San.
Sew. Esmt. (Typ.)
20' Wide San.
Sew. Esmt. (Typ.)
20' Wide San.
Sew. Esmt. (Typ.)
Tie-In ( Ex. MH)SANITARY SEWER PROFILESHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664
Rev. No.Date
09 12-07-2022
C500
12/07/2020
KAS
2039
2039
AS SHOWN
PLAN VIEW
50 SCALE
NOTE: GAS LINE SHOWN FOR INFORMATIONAL
PURPOSES ONLY. FINAL DESIGN, LOCATION AND
DEPTH TO BE COMPLETED BY WASHINGTON GAS.
92' - 8" PVC
SDR 26
@0.50%10+00.00=MH-1INV OUT=814.91INV IN=815.16INV IN=818.0110+91.92=MH-1INV OUT=815.62INV IN=815.7211+61.35=MH-1INV OUT=816.07INV IN=816.17TOP=827.49TOP=823.04TOP=821.3469' - 8"
PVC SDR 26
@0.50%24" STM XING6" W/L X-INGEXISTING
GRADE
PROPOSED
GRADE
18"
MIN.12+88.35=MH-1INV OUT=816.81INV IN=816.81TOP=820.66127' - 8"
PVC SDR
26 @0.50%4" SAN. SEW. LAT4" SAN. SEW. LAT4" SAN. SEW. LAT4" SAN. SEW. LAT9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50
805
810
815
820
825
830
805
810
815
820
825
830
MH E
MH N
MH O
MH P
2" W/L X-ING2" W/L X-ING6" W/L X-ING822
820
852
854
856
858
8
4
2
8
4
0
842852
83884084284484684883483683282
8
826
824
822
842
838
838842822822822
822
842
808
810
824
820
822
81281481681883
2
8
3
4
83
0
826824822820818
820
816
818
820
8248228248228208
1
8822822
822
840838
842
842 842832
830828824
826826
824
826
824
828
82
8
828
844
842
844
846
848
850
852
818
816
814
812
806
805
8
1
8
842 842840838836822
818816816
818
820
810 81682082082683
6
834830
826
828
830
838
840
826
828
836
8
3
4
830
8
3
2 83883282
2
824
82482683
8
840
828
836 836
814
812
822
822
824
822
826
820
818 820824822FSW
FSW
FSW
FSW
FSW
FSW
FSW FSWFSWFSWFSWFSWFSWFSWFSWG
G
G
G GGGGGGGGGGG
G
G SSS
SSSSSW
W
W W
WWWWWWWWWWWW
W
W
W
W
WMWM
WM
GG FSWFSWFSW
FSW
FSW
FSW
FSW
FSW
FSW
FSW
FSW
FSW
FSW
FSW
FSWWM
WM
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WAT
E
R
W
A
Y
S
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATE
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DR
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WA
T
E
R
W
A
Y
S
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IR
O
N
DO NOT POLL
U
T
E
DRAINS
T
O
W
A
T
E
R
W
A
Y
SNYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAI
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPL
A
ST
DUCTILE IRO
N
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IR
O
N
DO NOT POLLUTE
D
R
A
I
N
S
T
O
W
ATERWA
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST DRAINS TO WATE
RWAYS
DO NOT PO
L
L
U
T
E DUCTILE IRON
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATE
R
W
A
Y
S
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS 2
1
3
4 10
BOLD
R
O
C
K
DRIVE
BOLD
R
O
C
K
DRIVE
BASALT CT.NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE D
R
A
I
N
S
T
O
W
A
T
E
R
WAY
S
WWWWWWWWWWWW
W
W
W
W
W
W
NYLOPLASTDUCTILE IRON
DO NOT POLLU
T
E
D
R
A
I
N
S
T
O
W
A
TER
W
A
Y
S
NYLOPLAST
DUCTILE IR
O
N
DO NOT POLLUTE DRAIN
S
T
O
W
A
T
E
R
W
A
Y
S
100'75'B
CD
E
F
G
H
J
K
L
M2
N
O
P
A
I
M
8" PVC
S
a
n.
S
e
w
8" PVC
San.
Se
w
8" PVC San. Sew
6" PVC San.
Sew. Lat.
20' Wide San.
Sew. Esmt. (Typ.)
20' Wide San.
Sew. Esmt. (Typ.)
20' Wide San.
Sew. Esmt. (Typ.)
Tie-In ( Ex. MH)SANITARY SEWER PROFILESHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664
Rev. No.Date
08 08-09-2022
C501
12/07/2020
KAS
2039
2039
AS SHOWN
NOTE: GAS LINE SHOWN FOR INFORMATIONAL
PURPOSES ONLY. FINAL DESIGN, LOCATION AND
DEPTH TO BE COMPLETED BY WASHINGTON GAS.
PLAN VIEW
50 SCALE
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00
770
775
780
785
790
795
800
805
810
815
820
825
830
835
840
845
770
775
780
785
790
795
800
805
810
815
820
825
830
835
840
845
207' -
8
"
D
I
P
C
L
5
2
@
3
.
6
6
%
84' - 8" PVC SD
R
2
6
@1.20%
259' - 8
"
P
V
C
S
D
R
2
6
@
3
.
2
5
%
160' -
8
"
S
D
R
3
5/
2
6
@
4.
2
5
%
80' - 8
"
S
D
R
3
5/
2
6
@4.00
%
MH B2
MH C2
MH D2
MH E2
MH F2 MH F3
10+00.44= EX MH-1EX. INV OUT=784.84EX. INV IN=785.01**11+51.12=MH-1INV OUT=791.02**INV IN=791.2713+58.09=MH-1 DROP MANHOLEINV OUT=798.85INV IN=806.00INV IN=799.1014+41.65=MH-1INV OUT=807.00INV IN=807.2517+00.45=MH-1 DROP MANHOLEINV OUT=815.66INV IN=820.5018+60.45=MH-1INV OUT=827.30INV IN=827.4019+40.45=MH-1INV OUT=830.60INV IN=830.60TOP=798.52TOP=817.11TOP=818.96TOP=828.19TOP=836.22TOP=840.08EX 15
1'
-
8
"
C
L
A
Y
@
3.
9
9
%GAS X-ING8" W/L X-ING6" FSWX-INGGAS X-ING15" STM XING18" STM XING15" STM XING15" STM XINGPROPOSED
WEIR WALL4'
CONTRACTOR TO REPLACE
10' OF EX CLAY PIPE WITH
PVC SDR26 PER CITY FIELD
INSPECTOR.
**TEST PIT AND INVERT
INFORMATION BY PERRY
ENGINEERINGEX TOP=793.1420+50
MH A2 6" SAN. SEW. LAT4" SAN. SEW. LAT4" SAN. SEW. LAT4" SAN. SEW. LAT4" SAN. SEW. LAT4" SAN. SEW. LAT4" SAN. SEW. LATCONTRACTOR TO TEST PIT
EX. SANITARY STUB TO
DETERMINE DEPTH
BEFORE CONSTRUCTION
AND ORDERING MATERIALS 812812842840838836834832830808810812814816818826
824
822
802
804
828836826
826
828826818816814816 814
814
8
1
4
818
816822824
8
2
0822
824824
8268288308328
10
820 82082082683
6 812814816818820822824826828830
838
840
826
828
836
8
3
4
830
8
3
2 83882482683
8
840
828
814
836
836
836
820824820820828826824822 812812806802
804
804806800FSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWG
G
G G G
G
G GGGGGGGGSSSSSS
S
S
WWWWWWWWWWWWWW
W
W
W
W
W W W W
W
W
W
W
W
W
WWM
WMWM
WM
WMG GFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWW W W W
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRONDO NOT POLL
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRONDO NOT POL
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRO
N
DO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IR
O
N
DO NOT POL
L
U
T
E
D
R
A
I
N
S
T
O
WATERWAYSNYLOPLASTDUCTILE IRON
DO NOT POLLUTE
D
R
AINS TO WATER
W
A
Y
S
NYLOPLAST
DUCTILE
I
R
O
N
DO NOT PO
L
L
UTE DRAINS TO
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAS
T
DUCTILE IRO
N
DO NOT POLLUTE DRAINS TO WATER
W
A
Y
S
NYLOPLAS
T DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATER
W
A
Y
S
NYLOPLAST
DUCTILE
I
R
O
N
DO NOT POLLUTE DRAINS TO WATERWA
Y
S
NYLOPLA
S
T
DUCTILE IRON
DO NOT PO
L
L
U
T
E
DRAINS
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DR
A
I
N
S
T
O W
A
T
E
R
W
AYS
NYLOPLAST
DUCTILE I
R
O
N
DO NOT POLLU
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRONNYLOPLAST DRAINS TO WA
T
E
R
W
AYS
NYLOPL
A
S
T
DRAINS TO W
A
T
E
R
WAYS
DO NOT POLLUT
E
DUCTILE
I
R
O
N
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
NYLOPLAST DRAINS TO W
A
TERWAY
S
DO NOT POLLUTE DUCTILE IR
O
NNYLOPLASTDRAINS TO
W
A
TERWAY
S
DO NOT PO
L
L
U
T
E DUCTILE IRON
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
6 7
8
910
NOSE DOWN
FELDSPAR
CT.
BOLD ROCK
DRIVE
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYSS
SSSSSB2
A2C2
D2
E2
G2
I2J2K2
F3 F2
8" PVC San. Sew
8" PVC San. Sew
8" PVC San. Sew
20' Wide San.
Sew. Esmt. (Typ.)
20' Wide San.
Sew. Esmt. (Typ.)SANITARY SEWER PROFILESHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664
Rev. No.Date
05 08-31-2021
C502
12/07/2020
KAS
2039
2039
AS SHOWN
NOTE: GAS LINE SHOWN FOR INFORMATIONAL
PURPOSES ONLY. FINAL DESIGN, LOCATION AND
DEPTH TO BE COMPLETED BY WASHINGTON GAS.
PLAN VIEW
50 SCALE
40' - 8
" DIP C
L
5
2
@3.7
0
%
79' - 8
" PVC S
D
R
2
6
@3.70%
109' - 8" PVC
S
D
R
2
6
@1.50%
108' - 8"
PVC SDR 26
@0.50%
160' - 8" PVC SDR
2
6
@
1
.
0
0
%10+00.00=MH-1INV OUT=798.85INV IN=799.10INV IN=806.0010+39.52=MH-1INV OUT=800.56INV IN=800.8111+18.16=MH-1INV OUT=803.72INV IN=803.9712+27.19=MH-1INV OUT=805.61INV IN=805.7113+35.18=MH-1INV OUT=806.25INV IN=806.3514+95.18=MH-1INV OUT=807.95TOP=817.11TOP=815.11TOP=812.02TOP=812.91TOP=813.64TOP=814.434" SAN. SEW. LAT4" SAN. SEW. LAT4" SAN. SEW. LAT4" SAN. SEW. LATEXISTING
GRADE
PROPOSED
GRADE
790
795
800
805
810
815
820
790
795
800
805
810
815
820
MH C2 MH G2
MH H2
MH I2 MH J2 MH K2
15" STM XING15" STM XING24" STM XING15" STM XING9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+502" W/L X-ING2" W/L X-INGCOMPACT FILL AS
REQUIRED IN THE
SPECIFICATIONS 812812842840838836834832830808810812814816818826
824
822
812
806
808
810
812810802
804
828
854
856
856
858
8
5
2
8
5
4 836836836826852
846
842
846
8
4
4
826
828826818816814816 814
814
8
1
4
818
816822824
8
2
0822
824824
8268288308328
10
820 820820802
804
80582683
6 812814816818820822824826828830
838
840
826
828
836
8
3
4
830
8
3
2 83882482683
8
840
828
814
836
836
836
820824834
832
830
83
0
83
0
820
844
856
854
820820
838
836
834
832
830
828826824822812812808796798806806804802800802
804
804806800794FSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWG
G
G G G
G
G GGGGGGGGSSSSSS
S
S
WWWWWWWWWWWWWWWWWW
W
W
W
W
W W W W
W
W
W
W
W
W
WWM
WMWM
WM
WMG GFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWW W W W
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST DUCTILE IRONDO NOT POLLUTE D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST DUCTILE IRONDO NOT POLLUTE D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE I
R
O
N
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAS
T
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRONDO NOT PO
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRA
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRA
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POL
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRONDO NOT POL
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRO
N
DO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IR
O
N
DO NOT POL
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
RWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE
D
R
AINS TO WATER
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE
I
R
O
N
DO NOT PO
L
L
UTE DRAINS TO
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
D
R
A
I
N
S
TO WAT
E
R
W
A
Y
S
DO NOT POLLUTE
DUCTIL
E IRON
NYLOPL
AST DRAINS TO WAT
E
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAS
T
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWA
Y
S
NYLOPLA
S
T DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE
I
R
O
N
DO NOT POLLUTE DRAINS TO WATERWA
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT PO
L
L
U
T
E
DRAINS T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAS
T
DUCTILE IRON
DO NOT POLLUTE DR
A
I
N
S
T
O W
A
T
E
R
W
AYS
NYLOPLAST
DUCTILE
I
R
O
N
DO NOT POLLU
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
DO NOT POL
L
U
T
E
DUCTILE IRON
NYLOPLAST DRAINS TO WATERWA
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAS
T
DRAINS TO W
A
T
E
R
W
A
Y
S
DO NOT POLLU
T
E
DUCTILE IR
O
N
NYLOPLAST
DUCTILE IRON
DO NOT POL
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST DRAINS TO
W
A
TERWAY
S
DO NOT POL
L
U
T
E DUCTILE IR
O
NNYLOPLASTDRAINS TO WATERWAY
S
DO NOT PO
L
L
U
T
E DUCTILE IRON
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
6 7
8
910
FELDSPAR
CT.
BOLD ROCK
DRIVE
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYSSS
SSSSSSB2
A2C2
D2
E2
G2
H2
I2J2K2
F3 F2
8" PVC San. Sew
8" PVC San. Sew
8" PVC San. Sew
20' Wide San.
Sew. Esmt. (Typ.)
20' Wide San.
Sew. Esmt. (Typ.)
20' Wide San.
Sew. Esmt. (Typ.)SANITARY SEWER PROFILESHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664
Rev. No.Date
05 08-31-2021
C503
12/07/2020
KAS
2039
2039
AS SHOWN
NOTE: GAS LINE SHOWN FOR INFORMATIONAL
PURPOSES ONLY. FINAL DESIGN, LOCATION AND
DEPTH TO BE COMPLETED BY WASHINGTON GAS.
PLAN VIEW
50 SCALE
29' - 15"
ADS N-12
@0.52%
60' - 15"
ADS N-12
@0.50%
17' - 15"
ADS N-12
@0.52%
11' - 15"
ADS N-12
@0.50%
44' - 15"
ADS N-12
@0.50%29'- 15" ADS N-12 @11.25
%
53' - 12"
ADS N-12
@0.51%25' - 12" ADS
N-12 @8.00
%
10YR HGL
PROPOSED
GRADE
EXISTING
GRADEPROPOSED
GRADE
EXISTING
GRADE
10YR HGL
10YR HGL
10YR HGL
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GRADE EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE GAS X-INGCOMPACT FILL AS
REQUIRED IN THE
SPECIFICATIONS GAS X-INGGAS X-INGGAS X-ING8" W/L X-ING8" SAN. SEW. X-ING6" FSW X-ING37' - 24"
ADS N-12
@0.94%
COMPACT FILL AS
REQUIRED IN THE
SPECIFICATIONS GAS XINGGAS XING8" SAN. SEW. X-ING8" W/L X-ING8" W/L X-ING8" SAN. SEW. X-ING18"
MIN.
18"
MIN.
18"
MIN.
18"
MIN.
18"
MIN.GAS XING71' - 24"
ADS N-12 @0.84%
37' - 24"
ADS N-12
@0.80%
17'
- 24"
ADS N-12
@0.65%
47' - 24"
ADS N-12
@0.63%
29' - 15"
ADS N-12
@0.86%8" W/L X-INGGAS XING18"
MIN.
COMPACT FILL AS
REQUIRED IN THE
SPECIFICATIONS EXISTING
GRADE
PROPOSED
GRADE
10YR
HGL
30' - 15"
ADS N-12
@0.99%
29' - 15"
ADS N-12
@0.69%8" W/L X-ING8" SAN. SEW. X-INGGAS X-ING18"
MIN.
10' CLASS AI
RIP-RAP
FOREBAY
10YR WSE
= 802.99
PROPOSED
GRADE
EXISTING
GRADE
COMPACT FILL AS
REQUIRED IN THE
SPECIFICATIONS
10YR HGL
15' - 15"
ADS N-12
@0.66%
18' - 15"
ADS N-12
@0.51%
10YR WSE
= 802.99
FOREBAY
10' CLASS AI
RIP-RAP 8" W/L X-ING18"
MIN.
68' - 24"
ADS N-12
@0.59%
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
785
790
795
800
805
810
815
820
825
830
835
790
795
800
805
810
815
820
825
830
835
17
19 20
20A
21
22
23
24
25 25A
0+68.35=DI-3B - 6'INV OUT=803.40INV IN=804.15INV IN=811.300+97.45=DI-3B - 6'INV OUT=804.30INV IN=804.551+57.16=DI-3B - 6'INV OUT=804.85INV IN=805.102+78.54=NYP-18PINV OUT=805.75INV IN=806.003+48.54=NYP-18PINV OUT=811.15INV IN=811.404+73.54=NYP-18PINV OUT=824.80INV IN=825.055+13.54=NYP-15PINV OUT=825.25INV IN=825.505+37.81=NYP-15PINV OUT=825.63TOP=812.93TOP=816.52TOP=816.62TOP=818.88TOP=809.80TOP=814.76TOP=820.66TOP=828.24TOP=829.00TOP=829.000+00 0+50
810
815
820
825
830
835
810
815
820
825
830
835
29 41
0+17.42=NYP-15PINV OUT=818.84TOP=826.60TOP=823.000+00 0+50 1+00 1+50 2+00 2+50
795
800
805
810
815
820
825
830
835
795
800
805
810
815
820
825
830
835
19 27 28 35 36
1+96.16=NYP-30PINV OUT=815.03INV IN=816.23INV IN=816.23INV IN=815.282+39.96=NYP-15PINV OUT=816.45INV IN=816.702+69.28=NYP-15PINV OUT=820.00TOP=816.52TOP=819.22TOP=820.04TOP=820.04TOP=820.09TOP=820.10TOP=827.000+00 0+50 1+00
805
810
815
820
825
830
805
810
815
820
825
83035B
35C
0+00.00=NYP-30PINV OUT=815.03INV IN=815.28INV IN=816.23INV IN=816.230+53.25=NYP-15PINV OUT=815.55TOP=820.09TOP=818.80785
0+00 0+50
810
815
820
825
830
810
815
820
825
830
37
44
0+00.00=NYP-30PINV OUT=818.75INV IN=819.00INV IN=819.000+25.00=NYP-18PINV OUT=821.00TOP=822.68TOP=824.280+00.00=DI-3B - 6'INV OUT=818.25INV IN=818.75INV IN=818.75INV IN=822.6035B 35A
-0+50 0+00 0+50 1+00 1+50 2+00 2+50
785
790
795
800
805
810
815
785
790
795
800
805
810
815
13
14 15 16 17 18
0+00.00= EW-1INV OUT=800.100+71.46=DI-3B - 6'INV OUT=800.70INV IN=800.951+08.85=DI-3B - 6' (SAG)INV OUT=801.25INV IN=802.081+25.56=NYP-30PINV OUT=802.19INV IN=802.451+72.82=DI-3B - 4'INV OUT=802.75INV IN=806.00INV IN=803.002+01.81=DI-3B - 4'INV OUT=806.25INV IN=806.25TOP=803.27TOP=811.92TOP=810.92TOP=810.85TOP=812.93TOP=812.930+00 - 6" LAT - (45.00')L100 - Inv=807.418" SAN. SEW XING8" SAN. SEW XING-0+50 0+00 0+50 1+00 1+50
790
795
800
805
810
815
820
790
795
800
805
810
815
820
45 45A 46 47 48
0+00.00=EW-1INV OUT=800.000+15.00=MHINV OUT=800.10INV IN=803.450+45.37=DI-3B - 6'INV OUT=803.75INV IN=808.750+74.37=DI-3B - 6'INV OUT=808.95INV IN=809.200+91.88=NYP-15PINV OUT=809.29INV IN=809.29TOP=802.25TOP=805.73TOP=813.80TOP=813.80TOP=813.200+18 - 4" LAT - (10.62')L51 - Inv=810.530+18 - 6" LAT - (30.43')L45 - Inv=810.740+00.00=DI-3B - 4'INV OUT=802.75INV IN=803.00INV IN=806.00107' - 18" A
D
S
N
-
1
2
@1.78%
50' - 18"
ADS N-1
2
@1.77%
29'
- 18"
ADS N-12
@0.52%0+46 - 4" LAT - (17')L343 - Inv=817.230+00.00=DI-3B - 6'INV OUT=803.40INV IN=811.30INV IN=804.151+06.93=DI-3B - 4'INV OUT=813.20INV IN=813.451+56.66=DI-3B - 6'INV OUT=814.33INV IN=814.58INV IN=816.101+85.66=DI-3B - 6'INV OUT=814.73INV IN=814.9810YR HGL
121' - 15" ADS N-12 @0.54%
70' -
1
5" ADS
N-
1
2
@
7.
3
6
%60' - 15" ADS
N-12 @8.50
%65' - 15" ADS N-12 @11.23
%
40' - 15"
ADS N-12
@0.50%
24' - 15"
ADS N-12
@0.54%4+08.54=NYP-18PINV OUT=816.50INV IN=817.500+00 - 6" LAT - (19')L96 - Inv=807.540+00 - 4" LAT - (32')L333 - Inv=821.150+60 - 4" LAT - (14')L318 - Inv=826.580+37 - 4" LAT - (23')L327 - Inv=824.830+27 - 4" LAT - (10')L315 - Inv=827.140+20 - 4" LAT - (5')L311 - Inv=827.010+11 - 4" LAT - (4')L313 - Inv=826.890+24 - 6" LAT - (7')L25 - Inv=826.94STORM SEWER PROFILESHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664
Rev. No.Date
08 08-09-2022
C510
12/07/2020
KAS
20-12
2039
V: 1" = 5'
H: 1" = 50'
NOTE: GAS LINE SHOWN FOR INFORMATIONAL
PURPOSES ONLY. FINAL DESIGN, LOCATION AND
DEPTH TO BE COMPLETED BY WASHINGTON GAS.
13'
- 15"
ADS N-12
@0.75%
27'
- 15"
ADS N-12
@0.55%
10YR HGL
10YR HGL
PROPOSED
GRADE PROPOSED
GRADE
EXISTING
GRADE
EXISTING
GRADE
33' - 15
"
ADS N
-
1
2
@3.06
%
10YR HGL
PROPOSED
GRADE
EXISTING
GRADE
31' - 18"
ADS N-12
@0.64%
38' - 18"
ADS N-12
@1.05%
169' - 15" ADS N-12 @0.50%
10YR HGL
PROPOSED
GRADE
EXISTING
GRADE
58' - 18
"
ADS N
-
1
2
@2.61
%64' - 15" ADS
N-12 @8.71
%
10YR HGL
PROPOSED
GRADE
EXISTING
GRADE
29' - 15"
ADS N-12
@0.51%
12'
- 15"
ADS N-12
@0.84%
29' - 15"
ADS N-12
@0.52%
33' - 15"
ADS N-12
@0.61%
FRENCH DRAIN
@ 0.50% MIN
(4" CORRUGATED P.E.
PERFORATED PIPE)
13'
- 15"
ADS N-12
@0.79%
COMPACT FILL
AS REQUIRED
IN THE
SPECIFICATIONS
GAS XING8" W/L XING6" FSW XING22' - 15"
ADS N-12
@4.55%
29' - 15"
ADSN-12
@0.52%
15' - 15"
ADS N-12
@3.67%GAS X-ING10YR HGL
8" W/L X-ING6" FSW X-ING15' - 18"
ADS N-12
@3.50%
28' - 18"
ADS N-12
@0.60%6" FSW X-ING8" W/L X-ING6" FSW X-ING148' - 18"
ADS N-12
@1.46%
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GRADE
EXISTING
GRADE
10YR HGL
INV= 835.37 (4")
59' - 18"
ADS N-1
2
@1.98%
PROPOSED
GRADE
EXISTING
GRADE GASXING10YR
HGL
COMPACT FILL AS
REQUIRED IN THE
SPECIFICATIONS
18"
MIN.
18"
MIN.
18"
MIN.
18"
MIN.
18"
MIN.
0+00 0+50
815
820
825
830
835
840
815
820
825
830
835
84056C56D
0+00.00=NYP-18PINV OUT=826.00INV IN=826.25INV IN=826.250+13.33=NYP-15PINV OUT=826.35INV IN=826.35TOP=829.88TOP=829.760+00 0+50
810
815
820
825
830
835
810
815
820
825
830
835
56A
57
0+00.00=NYP-18PINV OUT=821.20INV IN=821.45INV IN=821.450+27.40=NYP-15PINV OUT=821.60INV IN=821.60TOP=828.21TOP=825.00-0+50 0+00 0+50 1+00 1+50
820
825
830
835
840
845
850
820
825
830
835
840
845
850
71 81 82
82A
0+00.00=DI-3B - 4'INV OUT=833.10INV IN=836.55INV IN=833.60INV IN=836.950+29.00=DI-3B - 6'INV OUT=836.70INV IN=836.950+51.00=NYP-15PINV OUT=837.95INV IN=838.200+83.70=NYP-15PINV OUT=839.20INV IN=839.20TOP=841.85TOP=841.86TOP=841.60TOP=842.600+22 - 4" LAT - (52')Inv=840.310+33 - 6" LAT - (47')Inv=840.738" SAN. XING-0+50 0+00 0+50
815
820
825
830
835
840
845
815
820
825
830
835
840
845
71
71A
0+00.00=DI-3B - 4'INV OUT=833.10INV IN=836.95INV IN=833.60INV IN=836.550+15.00=NYP-15PINV OUT=837.50INV IN=837.50TOP=841.85TOP=841.000+15 - 4" LAT - (16')Inv=839.350+15 - 4" LAT - (28')Inv=839.430+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
825
830
835
840
845
850
855
860
825
830
835
840
845
850
855
860
84 86 87
87A
88
89
0+00.00=DI-3B - 6'INV OUT=838.75INV IN=839.00INV IN=839.000+28.40=DI-3B - 6'INV OUT=839.17INV IN=839.420+43.52=NYP-18PINV OUT=839.95INV IN=840.200+74.54=NYP-18PINV OUT=840.40INV IN=845.501+12.53=NYP-18PINV OUT=845.90INV IN=846.152+81.50=NYP-15INV OUT=847.00INV IN=847.00TOP=844.62TOP=844.62TOP=844.40TOP=849.02TOP=853.10TOP=850.401+65 - 4" LAT - (17')Inv=850.011+19 - 4" LAT - (20')Inv=849.640+95 - 4" LAT - (25')Inv=850.010+70 - 4" LAT - (18')Inv=849.214" SAN. XING-0+50 0+00 0+50 1+00 1+50 2+00
825
830
835
840
845
850
855
860
825
830
835
840
845
850
855
860
76
84
85
0+00.00=DI-3B - 6' (SAG)INV OUT=836.20INV IN=837.25INV IN=836.450+57.51=DI-3B - 6'INV OUT=838.75INV IN=839.00INV IN=839.001+21.83=NYP-15PINV OUT=844.60INV IN=844.60TOP=842.05TOP=844.62TOP=848.000+43 - 6" LAT - (4')Inv=843.72-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
790
795
800
805
810
815
820
825
830
835
840
845
790
795
800
805
810
815
820
825
830
835
840
845
28
29
30 31 32
32A 32B
32C
0+00.00=DI-3B - 6'INV OUT=814.33INV IN=816.10INV IN=814.583+17.95=DI-3B - 6'INV IN=830.253+47.35=DI-3B - 6'INV OUT=830.40INV IN=830.653+59.94=NYP-24PINV OUT=830.75INV IN=831.70INV IN=831.004+00.71=NYP-24PINV OUT=832.20INV IN=832.554+33.55=NYP-15PINV OUT=832.75INV IN=832.75TOP=820.04TOP=826.60TOP=835.20TOP=835.44TOP=835.10TOP=835.86TOP=836.03TOP=837.620+84 - 4" LAT - (21')Inv=820.250+46 - 4" LAT - (13')Inv=819.291+60 - 6" LAT - (11')Inv=830.710+97 - 4" LAT - (12')Inv=828.890+73 - 4" LAT - (18')Inv=828.530+54 - 4" LAT - (33')Inv=827.890+12 - 6" LAT - (33')Inv=833.400+29 - 4" LAT - (6')Inv=833.800+07 - 4" LAT - (6')Inv=833.720+28 - 4" LAT - (12')Inv=833.920+33 - 4" LAT - (6')Inv=833.938" SAN. XING4" SAN. XING1+47.67=DI-3B - 6'INV OUT=818.25INV IN=822.60INV IN=818.75INV IN=818.75INV IN=835.21 (4")-0+50 0+00 0+50 1+00
820
825
830
835
840
845
850
820
825
830
835
840
845
850
73 73A
0+00.00=DI-3B - 6'INV OUT=829.95INV IN=834.10INV IN=834.410+58.51=DI-3C - 6'INV OUT=835.26INV IN=835.26TOP=842.81TOP=842.38-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
805
810
815
820
825
830
835
840
845
850
855
805
810
815
820
825
830
835
840
845
850
855
68' - 1
5
"
ADS
N
-
1
2
@3.7
3
%17'- 15" ADS
N-12 @8.41
%51' - 15" ADS
N-12 @9.22
%35'- 15" ADS
N-12 @8.51
%53' - 15" ADS
N-12 @9.00
%
40' - 15"
ADS N-12
@0.50%
42' - 15
"
ADS N
-
1
2
@2.79
%
35B
37
37A
38
39
40 40A
40B
0+00.00=NYP-30PINV OUT=815.03INV IN=816.23INV IN=815.28INV IN=816.230+67.61=NYP-30PINV OUT=818.75INV IN=819.00INV IN=819.000+84.61=NYP-18PINV OUT=820.43INV IN=824.001+35.61=NYP-18PINV OUT=828.70INV IN=832.001+70.85=NYP-18PINV OUT=835.00INV IN=836.252+24.20=NYP-15PINV OUT=841.05INV IN=841.302+64.20=NYP-15PINV OUT=841.50INV IN=841.753+06.20=NYP-15PINV OUT=842.92TOP=820.09TOP=822.68TOP=827.36TOP=835.35TOP=839.80TOP=845.00TOP=845.00TOP=846.170+33 - 4" LAT - (34')Inv=843.320+31 - 4" LAT - (7')Inv=843.110+07 - 4" LAT - (16')Inv=843.870+39 - 4" LAT - (9')Inv=844.260+14 - 4" LAT - (8')Inv=843.37PROPOSED
GRADE
EXISTING
GRADE
10YR
HGL
PROPOSED
GRADE
INV OUT=829.003+71.92=NYP-24PINV OUT=831.80INV IN=832.05170' -
1
5
"
A
D
S
N
-
1
2
@
3
.
7
6
%
18"
MIN.8" W/L X-INGSTORM SEWER PROFILESHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664
Rev. No.Date
09 12-07-2022
C511
12/07/2020
KAS
20-12
2039
V: 1" = 5'
H: 1" = 50'
NOTE: GAS LINE SHOWN FOR INFORMATIONAL
PURPOSES ONLY. FINAL DESIGN, LOCATION AND
DEPTH TO BE COMPLETED BY WASHINGTON GAS.
73' - 15"
ADS N-12 @0.61%
98' - 15"
ADS N-12
@0.51%
29' - 15
"
ADS
N
-
1
2
@3.1
0
%
49' - 15
"
ADS N
-
1
2
@2.95
%
28'
- 15"
ADS N-12
@0.55%
63' - 15"
ADS N-12
@0.55%
6' - 15"
ADS N-12
@0.83%
44' - 15"
ADS N-
1
2
@2.25%
37' - 15"
ADS N-1
2
@2.00%
10YR HGL
PROPOSED
GRADE
EXISTING
GRADE
10YR HGL
PROPOSED
GRADE
EXISTING
GRADE
COMPACT FILL AS
REQUIRED IN THE
SPECIFICATIONS
GAS X-ING8" W/L X-ING8" W/L X-ING6" FSW X-ING29' - 15"
ADS N-12
@ 0.52%
20' - 15"
ADS N-12
@ 0.75%
35' - 15"
ADS N-12
@ 2.93%
10' CLASS AI
RIP-RAP
35.97' - ABT, Inc POLYDRAIN
@ 0.6% W/ DUCTILE IRON
GRATE (H20/ADA/HEEL PROOF)
CHANNEL No. 0.150 - 050
2' - 6"
ADS N-12
@2.40%
10YR HGL
10YR HGL
EXISTING
GRADE
EXISTING
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
51' - 30"
ADS N-12
@0.50%
29' - 24"
ADS N-12
@1.05%
99' - 24" ADS N
-
1
2
@1.21%
42' - 24"
ADS N-12
@1.55%
29' - 24"
ADS N-12
@1.72%
31' - 24"
ADS N-12
@1.63%
130' - 24" ADS N-12 @0.50%
87' - 24"
ADS N-12
@0.52%
45' - 18"
ADS N-12
@0.51%
53' - 18"
ADS N-12
@0.51%GAS X-ING8" W/L X-INGGAS X-INGPROPOSED
GRADE
EXISTING
GRADE
10YR HGL
COMPACT FILL
AS REQUIRED
IN THE
SPECIFICATIONS
10' CLASS AI
RIP-RAP
28' - 24"
ADS N-12
@0.72%
29' - 24"
ADS N-12
@0.52%
42' - 18"
ADS N-1
2
@2.00%25' - 15" ADS N-12 @10.00
%
117' - 15" AD
S
N
-
1
2
@
1
.
6
3
%
20' - 15"
ADS N-12
@0.50%
12' - 15"
ADS N-12
@0.85%
40' - 1
5
" ADS N
-
1
2
@4.13
%
8' - 15"
ADS N-12
@10.14%
18' - 1
5
" ADS N
-
1
2
@4.23
%
PROPOSED
GRADE
EXISTING
GRADE
10YR HGL
COMPACT FILL
AS REQUIRED IN
THE
SPECIFICATIONS
10' CLASS AI
RIP-RAP
8" W/L X-ING18"
MIN.
18"
MIN.
18"
MIN.
18"
MIN.
18"
MIN.
47' - 15"
ADS N-12
@0.50%GAS X-ING18"
MIN.
COMPACT FILL AS
REQUIRED IN THE
SPECIFICATIONS 8" W/L X-ING29' - 15"
ADS N-12
@0.50%
25' - 15"
ADS N-1
2
@1.98%
10YR WSE
= 802.99
10' CLASS AI
RIP-RAP
10YR WSE
= 802.99
18' - 15"
ADS N-12
@0.56%
13' - 15"
ADS N-12
@0.77%
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00
790
795
800
805
810
815
820
825
830
790
795
800
805
810
815
820
825
83055
59
60 61
61A 61B
2+00.42=NYP-15PINV OUT=817.05INV IN=817.302+49.64=NYP-15PINV OUT=818.75INV IN=819.002+77.61=TIE TO PIPE WITH INSERTA TEE3+40.90=NYP-15PINV OUT=819.50INV IN=819.50TOP=820.09TOP=820.60TOP=821.09TOP=820.72TOP=822.52TOP=822.900+29 - 4" LAT - (6')Inv=818.430+49 - 4" LAT - (8')Inv=820.110+10 - 4" LAT - (10')Inv=821.090+60 - 4" LAT - (9')Inv=820.840+51 - 4" LAT - (13')Inv=821.210+32 - 4" LAT - (14')Inv=820.980+19 - 4" LAT - (15')Inv=821.120+04 - 4" LAT - (9')Inv=821.114" SAN. XING4" SAN. XING4" SAN. XING4" SAN. XING0+00.00=TEE TO PIPE WITH INSERTA TEE-0+50 0+00 0+50
800
805
810
815
820
825
830
800
805
810
815
820
825
830
61C
INV OUT=819.15INV IN=819.15INV IN=819.150+06.00=NYP-15PINV OUT=819.20INV IN=819.20TOP=822.600+00 0+50 1+00 1+50
790
795
800
805
810
815
820
825
790
795
800
805
810
815
820
825
109A 109 110 111
0+00.00= ES-1INV OUT=800.000+44.48= MH-1INV OUT=801.00INV IN=806.501+17.73=DI-3C - 6'INV OUT=814.00INV IN=814.00TOP=801.25TOP=810.00TOP=817.94TOP=817.970+00 0+50 1+00
820
825
830
835
840
845
850
820
825
830
835
840
845
850
69 79
80
80A
0+00.00=DI-3B - 6'INV OUT=831.50INV IN=834.10INV IN=831.750+28.99=DI-3B - 6'INV OUT=834.25INV IN=834.500+48.99=NYP-18PINV OUT=834.65INV IN=834.900+83.50=NYP-15PINV OUT=835.91INV IN=835.91TOP=839.44TOP=839.44TOP=838.30TOP=839.318" SAN. XING0+18 - 6" LAT - (39')Inv=837.980+00 - 6" LAT - (87')Inv=838.650+00 - 8" LAT - (34')Inv=835.98810
815
810
815
0+00.00=DI-3B - 6'INV OUT=813.45INV IN=813.700+73.24=DI-3B - 6'INV OUT=814.15INV IN=814.401+71.42=DI-3B - 6'INV OUT=814.90INV IN=816.150+50 - 6" LAT - (27')Inv=816.070+72 - 6" LAT - (19')Inv=816.460+85.16=CHANNEL No. 150 INV. = 837.841+21.13=CHANNEL No. 50 INV. = 838.06INV OUT=837.84INV IN=837.8480B 80C
TOP=839.15TOP=839.15-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50
805
810
815
820
825
830
835
840
845
850
805
810
815
820
825
830
835
840
845
850
63
64 65
66 67
68
69
70 71
72
0+00.00= ES-1INV OUT=817.000+51.20=DI-3B - 8'INV OUT=817.26INV IN=821.350+80.20=DI-3B - 8'INV OUT=821.65INV IN=821.901+79.61=NYP-30PINV OUT=823.10INV IN=825.002+21.61=NYP-24PINV OUT=825.65INV IN=827.652+50.64=NYP-24PINV OUT=828.15INV IN=831.002+81.23=DI-3B - 6'INV OUT=831.50INV IN=831.75INV IN=834.104+10.83=DI-3B - 4'INV OUT=832.40INV IN=832.654+97.44=DI-3B - 4'INV OUT=833.10INV IN=833.60INV IN=836.55INV IN=836.955+95.12=DI-3B - 4'INV OUT=834.10INV IN=837.75TOP=819.50TOP=826.36TOP=826.38TOP=832.68TOP=833.05TOP=837.93TOP=839.44TOP=841.40TOP=841.85TOP=842.350+41 - 6" LAT - (6.19')Inv=824.610+05 - 4" LAT - (15.99')Inv=834.810+26 - 6" LAT - (8.27')Inv=835.200+39 - 6" LAT - (60.11')Inv=838.078" SAN. XING5+42.46= PIPE TO BE CONNECTED WITH INSERTA TEE-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00
800
805
810
815
820
825
830
835
840
845
800
805
810
815
820
825
830
835
840
845
53
54 55 56
58AA
56A
56B
56C
56E
56F
56G
0+00.00= ES-1INV OUT=812.000+98.62=NYP-18PINV OUT=815.71INV IN=816.50INV IN=816.501+24.11=NYP-15PINV OUT=819.05INV IN=819.302+40.85=NYP-18PINV OUT=821.20INV IN=821.45INV IN=821.452+60.91=NYP-18PINV OUT=821.55INV IN=825.902+72.59=NYP-18PINV OUT=826.00INV IN=826.25INV IN=826.253+12.52=NYP-18PINV OUT=827.90INV IN=828.153+20.90=NYP-18PINV OUT=829.00INV IN=830.603+38.62=NYP-15PINV OUT=831.35INV IN=831.35TOP=813.50TOP=820.09TOP=820.09TOP=820.55TOP=822.71TOP=828.21TOP=829.38TOP=829.88TOP=831.57TOP=834.00TOP=834.750+27.75=DI-3B - 6'INV OUT=812.20INV IN=813.300+56.75=DI-3B - 6'INV OUT=813.45INV IN=814.87INV IN=813.70INV IN=814.87-0+50 0+00 0+50 1+00 1+50
795
800
805
810
815
820
825
795
800
805
810
815
820
825
49
50 51 52
TOP=814.68TOP=814.68TOP=813.950+25 - 8" LAT - (16.74')L344 - Inv=811.690+25 - 6" LAT - (25.55')L60 - Inv=811.690+00.00= ES-1INV OUT=805.120+47.00=DI-3B - 6'INV OUT=805.36INV IN=809.660+76.00=DI-3B - 6'INV OUT=809.80INV IN=810.051+01.31=NYP-15PINV OUT=810.5572 83A 83
6+08.12=NYP-18PINV OUT=837.85INV IN=838.106+26.01=NYP-15PINV OUT=838.20INV IN=838.20TOP=842.35TOP=841.900+18 - 4" LAT - (16')Inv=840.080+13 - 4" LAT - (28')Inv=840.357+00TOP=841.60GAS XING18"
MIN.
COMPACT FILL
AS REQUIRED
IN THE
SPECIFICATIONS
36' - 15
"
ADS N
-
1
2
@2.80
%0+80.23=DI-3C - 6'INV OUT=807.50INV IN=813.256" FSW X-INGSTORM SEWER PROFILESHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664
Rev. No.Date
08 08-09-2022
C512
12/07/2020
KAS
20-12
2039
V: 1" = 5'
H: 1" = 50'
NOTE: GAS LINE SHOWN FOR INFORMATIONAL
PURPOSES ONLY. FINAL DESIGN, LOCATION AND
DEPTH TO BE COMPLETED BY WASHINGTON GAS.
60' - 15"
ADS N-12
@1.65%
64' - 15"
ADS N-12
@0.55%
16'
- 15"
ADS N-12
@0.61%
10YR HGL
EXISTING
GRADE
PROPOSED
GRADE
17'- 15" ADS
N-
1
2
@4.20
%
44' - 36"
ADS N-12
@1.02%
45' - 24
"
CMP
@3.1
5
%
10YR
HGL
EXISTING
GRADE
PROPOSED
GRADE
39' - 18"
ADS N-12
@0.51%
49' - 18
"
ADS N
-
1
2
@2.77
%
99' - 18
"
A
D
S
N
-
1
2
@3.4
5
%
63' - 18"
ADS N-12
@1.03%
60' - 15"
ADS N-12
@0.50%
37'
- 15"
ADS N-12
@0.55%
64' - 15"
ADS N-12
@0.79%
35'
- 15"
ADS N-12
@0.72%
65' - 15"
ADS N-12
@0.61%
10YR HGL
EXISTING
GRADE
PROPOSED
GRADE
98' - 1
5
" ADS
N
-
1
2
@4.41
%
48' - 4"
PVC
@1.81%
FRENCH DRAIN
(4" CORRUGATED P.E.
PERFORATED PIPE)
27'
- 15"
ADS N-12
@0.60%
48' - 4"
ADS N-12
@1.08%
9' - 15"
ADS N-12
@3.77%
10YR HGL
PROPOSED
GRADE
EXISTING
GRADE
PROPOSED
GRADE
10YR HGL
COMPACT FILL
AS REQUIRED IN
THE
SPECIFICATIONS
COMPACT FILL
AS REQUIRED IN
THE
SPECIFICATIONS
COMPACT FILL
AS REQUIRED IN
THE
SPECIFICATIONS
EXISTING
GRADE12'- 15" ADS N-12 @9.91
%
COMPACT FILL
AS REQUIRED IN
THE
SPECIFICATIONS
PROPOSED
GRADE
EXISTING
GRADE
10YR HGL GAS X-ING6" FSW X-ING8" W/L X-ING10' CLASS AI
RIP-RAP
17' CLASS I
RIP-RAP
40' - 15"
ADS N-12
@0.51%
EXISTING
GRADE
PROPOSED
GRADE
10YR
HGL
53' - 18"
ADS N-12
@1.00%
38'- 18" CMP
@5.1
9
%
PROPOSED
GRADE
EXISTING
GRADE
10YR WSE
= 802.99
10' CLASS
AI RIP-RAP
COMPACT FILL
AS REQUIRED
IN THE
SPECIFICATIONS
EXISTING PIPE
TO REMAIN
18"
MIN.
18"
MIN.
-0+50 0+00 0+50 1+00 1+50 2+00
790
795
800
805
810
815
790
795
800
805
810
815
10
11 12 12A
0+00.00= ES-1INV OUT=802.560+59.94=DI-3C - 6'INV OUT=803.55INV IN=803.80INV IN=803.801+23.94=DI-3C - 6'INV OUT=804.15INV IN=804.401+40.41=DI-3B - 6'INV OUT=804.50INV IN=804.50TOP=803.81TOP=808.42TOP=808.42TOP=808.50-0+50 0+00 0+50
790
795
800
805
810
815
790
795
800
805
810
815
11 11A
0+00.00=DI-3C - 6'INV OUT=803.55INV IN=803.80INV IN=803.800+16.67=DI-3B - 8'INV OUT=804.50INV IN=804.50TOP=808.42TOP=808.480+00 0+50 1+00
790
795
800
805
810
815
820
790
795
800
805
810
815
820
127
EX 1
EX 2
0+00.00= ES-1INV OUT=802.700+44.27= MH-1INV OUT=803.15INV IN=805.160+89.73=DI-1INV OUT=806.59INV IN=806.59TOP=805.70TOP=813.03TOP=810.52-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
820
825
830
835
840
845
850
855
860
820
825
830
835
840
845
850
855
860
92
93
94
95
96A 96
97
98 99
100
0+00.00= ES-1INV OUT=836.900+39.25=NYP-18PINV OUT=837.10INV IN=837.350+87.92=NYP-18PINV OUT=838.70INV IN=840.201+86.48=NYP-18PINV OUT=843.60INV IN=843.852+49.59=NYP-18PINV OUT=844.50INV IN=844.753+09.59=NYP-15PINV OUT=845.05INV IN=845.303+46.10=NYP-15PINV OUT=845.50INV IN=845.754+09.67=NYP-15PINV OUT=846.25INV IN=846.504+44.58=NYP-15PINV OUT=846.75INV IN=847.005+09.91=NYP-15PINV OUT=847.40INV IN=847.40TOP=838.40TOP=841.02TOP=843.90TOP=847.55TOP=849.81TOP=849.80TOP=851.00TOP=851.60TOP=851.60TOP=850.800+34 - 4" LAT - (36')Inv=841.610+29 - 4" LAT - (33')Inv=842.380+87 - 4" LAT - (29')Inv=846.210+72 - 4" LAT - (16')Inv=846.580+47 - 4" LAT - (16')Inv=845.990+13 - 4" LAT - (51')Inv=846.610+60 - 4" LAT - (15')Inv=847.730+28 - 4" LAT - (21')Inv=848.490+48 - 4" LAT - (15')Inv=848.590+23 - 4" LAT - (17')Inv=848.560+29 - 4" LAT - (19')Inv=849.810+06 - 4" LAT - (11')Inv=848.590+65 - 4" LAT - (8')Inv=848.740+24 - 4" LAT - (38')Inv=850.07-0+50 0+00 0+50 1+00 1+50 2+00 2+50
815
820
825
830
835
840
845
850
815
820
825
830
835
840
845
850
77
77C 77D
0+00.00=DI-3B - 6' (SAG)INV OUT=836.60INV IN=837.45INV IN=836.850+30.85=BENDINV OUT=838.81INV IN=838.810+63.65=BENDINV OUT=840.25INV IN=840.250+89.81=CROSSINV OUT=841.40INV IN=841.400+97.48=NYP-15PINV OUT=841.74INV IN=844.481+45.64=CLEANOUTINV OUT=845.35INV IN=845.35TOP=842.05TOP=846.020+17 - 4" LAT - (29')Inv=843.440+26 - 6" LAT - (53')Inv=843.556" SAN. XING33 33A 33B 33C
0+39.51=NYP-15PINV OUT=831.20INV IN=831.45INV IN=834.961+23.30=CLEANOUTINV OUT=835.48INV IN=835.48TOP=835.05TOP=835.63TOP=836.150+17 - 6" LAT - (28')Inv=832.710+27 - 6" LAT - (51')Inv=833.50TOP=845.14-0+50 0+00 0+50 1+00
820
825
830
835
840
845
820
825
830
835
840
845
71B
INV OUT=833.83INV IN=834.08INV IN=833.830+12.30=NYP-15PINV OUT=835.30INV IN=835.30TOP=841.600+12 - 4" LAT - (9')Inv=840.040+00.00=TEE TO PIPE WITH INSERTA TEE0+75.14=NYP-15PINV OUT=831.9532
0+00.00=NYP-24PINV OUT=830.75INV IN=831.00INV IN=831.70TOP=835.10-0+50 0+00 0+50 1+00 1+50 2+00
810
815
820
825
830
835
840
810
815
820
825
830
835
840
0+66.13=CROSS-0+50 0+00 0+50 1+00 1+50
790
795
800
805
810
815
790
795
800
805
810
815
128
EX 20 EX 21
0+00.00= ES-1INV OUT=800.000+53.47= MH-1INV OUT=800.53INV IN=803.540+91.74=DI-1INV OUT=805.53INV IN=805.53TOP=801.50TOP=808.33TOP=807.3310' CLASS
AI RIP-RAP
10YR WSE =
804.77
10YR WSE
= 804.77
INV OUT=831.61INV IN=831.61STORM SEWER PROFILESHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664
Rev. No.Date
09 12-07-2022
C513
12/07/2020
KAS
20-12
2039
V: 1" = 5'
H: 1" = 50'
NOTE: GAS LINE SHOWN FOR INFORMATIONAL
PURPOSES ONLY. FINAL DESIGN, LOCATION AND
DEPTH TO BE COMPLETED BY WASHINGTON GAS.
7' - 15"
ADS N-12
@0.71%
28' - 15"
ADS N-12
@0.54%
34' - 15"
ADS N-12
@0.59%
FRENCH DRAIN
@ 0.50% MIN
(4" CORRUGATED P.E.
PERFORATED PIPE)GAS X-INGPROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GRADE
EXISTING
GRADE
10YR HGL
10YR HGL
6" FSW XING8" W/L X-ING10' CLASS AI
RIP-RAP
COMPACT FILL
AS REQUIRED IN
THE
SPECIFICATIONS
29' - 15"
ADS N-12
@0.52%
15' - 15"
ADS N-12
@0.67%
INV= 825.33 (4")
64' -
1
2" SDR
3
5/
2
6
@5.9
5
%
20' -
1
2" SDR
3
5/
2
6
@5.9
4
%
60' - 18"
ADS N-12
@1.00%
10' CLASS AI
RIP-RAP
EXISTING
GRADE
PROPOSED
GRADE
10YR HGL 0+00.00 = DI-3B - 6'INV OUT = 826.50INV IN = 826.75INV IN = 826.750+28.02 = DI-3B - 8'INV OUT = 827.50INV IN = 827.50TOP = 831.54TOP = 831.560+00.00 = DI-3B - 4'INV OUT = 833.00INV IN = 833.25INV IN = 833.250+28.00 = DI-3B - 6'INV OUT = 833.50INV IN = 833.50TOP = 837.54TOP = 837.5428' - 15"
ADS N-12
@ 2.68%
10YR
HGL
10YR
HGL
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GRADE
EXISTING
GRADE
28' - 15"
ADS N-12
@ 0.89%
18' - 18
"
ADS N
-
1
2
@2.50
%
54' - 18"
ADS N-12
@0.55%
24' - 18"
ADS N-12
@0.62%
29' - 18"
ADS N-12
@0.52%41' - 15" ADS
N-12 @8.41
%
28' - 15"
ADS N-1
2
@1.96%8" W/L X-ING6" FSW X-INGGASX-ING8" W/L X-ING6" FSW X-ING30' - 18"
ADS N-12
@ 2.80%GAS X-INGPROPOSED
GRADE
EXISTING
GRADE
10YR HGL
18"
MIN.
18"
MIN.
18"
MIN.18"
MIN.
18"
MIN.
18"
MIN.
100' - 36" CMP @0.50%
PROPOSED
GRADE
EXISTING
GRADE
10' CLASS I
RIP-RAP
SWM
10YR WSE
= 803.19
-0+50 0+00 0+50 1+00 1+50
815
820
825
830
835
840
845
815
820
825
830
835
840
845
101A
101
0+00.00= EW-1INV OUT=831.130+63.75= BEND0+83.61= CLEANOUTINV OUT=836.10INV IN=836.10TOP=832.39TOP=839.230+46 - 6" LAT - (39')Inv=836.480+20 - 4" LAT - (9')Inv=837.21-0+50 0+00 0+50 1+00 1+50 2+00
795
800
805
810
815
820
825
830
835
795
800
805
810
815
820
825
830
835
29 42 43 43A 43B
43C
0+51.07=NYP-15PINV OUT=822.00INV IN=822.250+78.86=NYP-15PINV OUT=822.40INV IN=822.601+12.71=NYP-15PINV OUT=822.80TOP=826.60TOP=826.60TOP=826.19TOP=825.98TOP=826.20TOP=826.200+07 - 4" LAT - (33')Inv=823.840+28 - 4" LAT - (5')Inv=823.750+06 - 4" LAT - (5')Inv=823.670+34 - 4" LAT - (6')L8 - Inv=823.980+28 - 4" LAT - (3')Inv=823.778" SAN. XING4" SAN. XING0+00.00=DI-3B - 6'INV OUT=818.25INV IN=818.75INV IN=818.75INV IN=822.600+29.00=DI-3B - 6'INV OUT=818.90INV IN=819.150+44.02=NYP-15PINV OUT=819.25INV IN=821.95INV IN=825.16 (4")INV IN=825.02 (4")0+93.72= DOWN SPOUT-0+50 0+00 0+50 1+00
805
810
815
820
825
830
805
810
815
820
825
830
200
201
0+00.00= ES-1INV OUT=819.200+59.76=DI-1INV OUT=819.80INV IN=819.80TOP=819.20TOP=823.508" SAN. XING-0+50 0+00 0+50
815
820
825
830
835
840
815
820
825
830
835
840
103 107
820
825
830
835
840
845
820
825
830
835
840
845
104 108
-0+50 0+00 0+50
-1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00
805
810
815
820
825
830
835
840
845
850
855
805
810
815
820
825
830
835
840
845
850
855
56
73B
73 74
75 76 77
77A
77B
TOP=820.55TOP=824.00TOP=828.66TOP=835.94TOP=842.81TOP=842.85TOP=841.75TOP=842.05TOP=842.05TOP=843.96TOP=844.500+30 - 6" LAT - (13.31')Inv=837.290+28 - 6" LAT - (56.47')Inv=842.916" SAN XING0+00.00=NYP-18PINV OUT=815.71INV IN=816.50INV IN=816.500+27.87=NYP-18PINV OUT=817.20INV IN=820.010+55.87=NYP-18PINV OUT=820.710+99.87=NYP-18PINV IN=829.501+47.82=DI-3B - 4'INV OUT=835.25INV IN=835.502+02.27=NYP-18PINV OUT=835.80INV IN=836.052+26.40=DI-3B - 6' (SAG)INV OUT=836.20INV IN=836.45INV IN=837.252+55.40=DI-3B - 6' (SAG)INV OUT=836.60INV IN=836.85INV IN=837.452+96.40=NYP-15PINV OUT=840.30INV IN=840.553+24.40=NYP-15PINV OUT=841.10INV IN=841.109+50 10+00 10+50 11+00 11+50
790
795
800
805
810
815
790
795
800
805
810
81549B
49A
10+00.00= ES-1INV OUT=802.80INV IN=802.8010+99.68=EW-1INV OUT=802.30TOP=805.80TOP=806.6310YR WSE
= 810.21
28' - 18"
ADS N
-
1
2
@2.50
%
28' - 18"
ADS N
-
1
2
@2.50
%
44' - 18"
ADS N-1
2
@1.98%
56
73B
73C
73D
INV OUT=825.94TOP=820.55TOP=824.00INV IN=825.071+17.87=DI-3B - 6'INV OUT=829.95INV IN=834.41INV IN=834.10805
810
815
820
825
830
835
840
845
805
810
815
820
825
830
835
840
845
104' -
1
5"
A
D
S
N-
1
2
@6.0
3
%
61' -
1
5
" ADS
N
-
1
2
@4.53
%
28'
- 15"
ADS N-12
@0.89%
102A 102
103
104 105 106
00+00.00=MH-1INV SUMP=819.00INV IN=823.1500+17.29=MH-1INV OUT=823.60INV IN=826.25INV IN=825.5800+39.16=DI-3B - 6'INV OUT=826.50INV IN=826.75INV IN=826.7501+42.77=DI-3B - 4'INV OUT=833.00INV IN=833.25INV IN=833.2502+03.51=DI-3B - 6'INV OUT=836.00INV IN=836.2502+31.51=DI-3B - 6'INV OUT=836.50INV IN=836.50TOP=830.36TOP=830.40TOP=831.54TOP=837.54TOP=840.58TOP=840.58INV OUT=821.75 (15" MANIFOLD)INV OUT=821.01 (24" ISOLATOR)PROPOSED
GRADE
EXISTING
GRADE
10YR
HGL
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00
22' - 15"
ADS N-12
@ 1.14%
17' - 15"
ADS N-12
@ 2.65%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: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664
Rev. No.Date
09 12-07-2022
C514
12/07/2020
KAS
20-12
2039
V: 1" = 5'
H: 1" = 50'
NOTE: GAS LINE SHOWN FOR INFORMATIONAL
PURPOSES ONLY. FINAL DESIGN, LOCATION AND
DEPTH TO BE COMPLETED BY WASHINGTON GAS.
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664STORM SEWER CALCULATIONSHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIARev. No.Date
08 08-09-2022
N/A
C515
12/07/2020
KAS
20-12
203910 YR FLOW = 52.5 CFS
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664STORM SEWER CALCULATIONSHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIARev. No.Date
08 08-09-2022
N/A
C516
12/07/2020
KAS
20-12
2039
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664STORM SEWER CALCULATIONSHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIARev. No.Date
08 08-09-2022
N/A
C517
12/07/2020
KAS
20-12
2039
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664STORM CHANNEL COMPUTATIONSHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIARev. No.Date
05 08-31-2021
N/A
C518
12/07/2020
KAS
20-12
2039
CHANNEL SECTION "H"
NOT TO SCALE
PEAK FLOW DEPTH VELOCITY
2 YR STORM EVENT:1.37 CFS --1.49 FPS
10 YR STORM EVENT:2.57 CFS 0.33'--
CHANNEL SLOPE 4.0%
n=0.05
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
CHANNEL SECTION "L"
NOT TO SCALE
3.5:1
3:1
5.0'
PEAK FLOW DEPTH VELOCITY
2 YR STORM EVENT:12.96 CFS --3.14 FPS
10 YR STORM EVENT:25.17 CFS 0.84'--
CHANNEL SLOPE 1.7%
n=0.035 (sides) & 0.04 (bottom)
CHANNEL SECTION "I"
PEAK FLOW DEPTH VELOCITY
2 YR STORM EVENT:2.74 CFS --2.58 FPS
10 YR STORM EVENT:7.31 CFS 0.58'--
CHANNEL SLOPE 1.13%
n=0.035
CHANNEL SECTION "M"
PEAK FLOW DEPTH VELOCITY
2 YR STORM EVENT:13.34 CFS --2.98 FPS
10 YR STORM EVENT:25.94 CFS 0.86'--
CHANNEL SLOPE 1.5%
n=0.035 (sides) & 0.04 (bottom)
PEAK FLOW DEPTH VELOCITY
2 YR STORM EVENT:2.84 CFS --2.94 FPS
10 YR STORM EVENT:7.61 CFS 0.54'--
CHANNEL SLOPE 3.65%
n=0.037
CHANNEL SECTION "J"
PEAK FLOW DEPTH VELOCITY
2 YR STORM EVENT:16.95 CFS --3.39 FPS
10 YR STORM EVENT:32.20 CFS 0.85'--
CHANNEL SLOPE 2.0%
n=0.035 (sides) & 0.04 (bottom)
PEAK FLOW DEPTH VELOCITY
2 YR STORM EVENT:10.99 CFS --3.52 FPS
10 YR STORM EVENT:21.66 CFS 0.58'--
CHANNEL SLOPE 3.5%
n=0.035 (sides) & 0.04 (bottom)
NOTES:
1.NORTH AMERICAN GREEN EROSION CONTROL MATERIALS DESIGN SOFTWARE WAS USED TO GENERATE COMPUTATION FOR CHANNELS WITH SPECIAL LINING.
2.FHWA HYDRAULIC TOOLBOX 4.2 SOFTWARE USED TO GENERATE CHANNEL COMPUTATIONS.
CHANNEL SECTION "N"
CHANNEL SECTION "K"
3
:
1
15:112:1
10 YR WSE
EXISTING CHANNEL/SWALE
3:1 3:1
2.0'
10 YR WSE
TRAPEZOID SWALE
GRASS COVER
3:1 3:1
2.0'1.0'10 YR WSE
TRAPEZOID SWALE
GRASS COVER WITH
NA GREEN SC150 LINING
OR APPROVED EQUAL
3.0'3.0'
TRAPEZOID SWALE
GRASS COVER
PARABOLIC LOW FLOW
CHANNEL (RECIRCULATING)
WITH RIVER COBBLE MIX
(SEE LANDSCAPE SHEETS
FOR MIX)
ASSUME LOW FLOW
CHANNEL IS FULL (NO
VOLUME)
10:1
3.5:1
5.0'0.70'TRAPEZOID SWALE
GRASS COVER WITH
NA GREEN SC150 LINING
OR APPROVED EQUAL
PARABOLIC LOW FLOW
CHANNEL (RECIRCULATING)
WITH RIVER COBBLE MIX
(SEE LANDSCAPE SHEETS
FOR MIX)
ASSUME LOW FLOW
CHANNEL IS FULL (NO
VOLUME)
7.0'2.5'
10 YR WSE
10 YR WSE
3.5:1
5.0'
TRAPEZOID SWALE
GRASS COVER
PARABOLIC LOW FLOW
CHANNEL (RECIRCULATING)
WITH RIVER COBBLE MIX
(SEE LANDSCAPE SHEETS
FOR MIX)
ASSUME LOW FLOW
CHANNEL IS FULL (NO
VOLUME)
10 YR WSE
4:1
5:1
5.0'
TRAPEZOID SWALE
GRASS COVER
PARABOLIC LOW FLOW
CHANNEL (RECIRCULATING)
WITH RIVER COBBLE MIX
(SEE LANDSCAPE SHEETS
FOR MIX)
ASSUME LOW FLOW
CHANNEL IS FULL (NO
VOLUME)
10 YR WSE
5:1
TRAPEZOID SWALE GRASS COVER
WITH NA GREEN SC150 LINING OR
APPROVED EQUAL ON 3:1 SLOPES
3.0'1.0'
9+50 10+00 10+50 11+00 11+50 12+00
785
790
795
800
805
810
815
820
785
790
795
800
805
810
815
820
9+50 10+00 10+50 11+00 11+50 12+00 12+50
785
790
795
800
805
810
815
820
785
790
795
800
805
810
815
820
10+00 = 36+05.6 W/L"B" / 11+96.2 W/L"D"8"x8" TEE, 3-8" G.V.EX. GRADE
@ PIPE C/L
PROP.
GRADE @
PIPE C/L
1.5'
MIN.10+00.0 = APPROX LOCATIONEX 6" W/L CONNECTION8"x6" REDUCER, 8" G.V.11+96.2 =36+05.6 W/L"B" / 10+00 W/L"C"8"x8" TEE3-8" G.V.8" CL
5
2
DI
P
EX W/L
ELEVATION
ESTIMATED.
CONTRACTOR
TO FIELD
VERIFY
PRIOR TO
START OF
CONSTRUCTION
3'
MIN.
3'
MIN.11+60.8 = 12+88.4 W/L"A" / 10+00 W/L"B"8"x8" TEE3-8" G.V.COMPACT FILL AS
REQUIRED IN THE
SPECIFICATIONS
8" C
L
5
2
D
I
P
COMPACT FILL AS
REQUIRED IN THE
SPECIFICATIONS
EX. GRADE
@ PIPE C/L
PROP.
GRADE @
PIPE C/L 8" C
L
5
2
DI
P
10+00 = 18+03.4 W/L"B"8"x8" CROSS, 4-8" G.V.,22.5° VERT. BEND3'
MIN.
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00
785
790
795
800
805
810
815
820
825
830
835
840
845
850
11+87.2 = 8"X8" TEE, 8" G.V.,8"X6" REDUCER, FH ASSEMBLY10+00 = 12+88.4 W/L"A" / 11+60.8 W/L"C"8"x8" TEE3-8" G.V.13+74.2 = 8"X8" TEE, 8" G.V.,8"X6" REDUCER, FH ASSEMBLY18+03.4 = 10+00 W/L"F"8"x8" TEE3-8" G.V.18+57.3 = 8"X8" TEE, 8" G.V.,8"X6" REDUCER, FH ASSEMBLY19+92.6 = 8"X8" TEE, 8" G.V.,8"X6" REDUCER, FH ASSEMBLY22+72.7 = 8"X8" TEE, 8" G.V.,8"X6" REDUCER, FH ASSEMBLY24+61.7 = 8"X8" TEE, 8" G.V.,8"X6" REDUCER, FH ASSEMBLYPROP.
GRADE @
PIPE C/L
PROP.
GRADE @
PIPE C/L
EX. GRADE
@ PIPE C/L
EX. GRADE
@ PIPE C/L
COMPACT FILL AS
REQUIRED IN THE
SPECIFICATIONS
COMPACT FILL AS
REQUIRED IN THE
SPECIFICATIONS
3'
MIN.
3'
MIN.
1.5'
MIN.
1.5'
MIN.
1.5'
MIN.
1.5'
MIN.
1.5'
MIN.
8" CL 52
D
I
P
8" CL 52 DIP
8" CL 52 DIP
8" CL 52 DIP
10+59.2 = 11.25° HORIZ. BEND10+47.2 = 22.5° HORIZ. BEND10+10.0 = 22.5° HORIZ. BEND8" SAN XING11+82.9 = 22.5° HORIZ. BEND9+50 10+00 10+50
795
800
805
810
815
820
825
22.5° VERT. BEND15" STRM XING15" STRM XING15"STRM XINGTEST PIT11+75.3 = 2" TAP VILLA 98" SAN XING6" SAN XING13+62.3 = 2" TAP VILLA 1017+97.6 = 2" TAP VILLA 120+97.8 = 22.5° HORIZ. BEND21+28.7 = 22.5° HORIZ. BEND21+75.8 = 22.5° HORIZ. BEND22+06.7 = 22.5° HORIZ. BEND22+53.8 = 22.5° HORIZ. BEND + 11.25° VERT. BEND23+10.6 = 2" TAP VILLA 3GAS XING22+84.7 = 22.5° HORIZ. BEND23+31.7 = 22.5° HORIZ. BEND20+50.7 = 22.5° HORIZ. BEND19+78.3 = 2" TAP VILLA 224" STRM XING15" STRM XING15" STRM XING24" STRM XING24" STRM XING15" STRM XING9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50
785
790
795
800
805
810
815
785
790
795
800
805
810
815
10+00.0 = APPROX LOCATION EX 6" W/L CONNECTION6"X8" TEE, 8" G.V.PROP.
GRADE @
PIPE C/L
EX. GRADE
@ PIPE C/L
EX W/L ELEV. ESTIMATED.
CONTRACTOR TO FIELD
VERIFY PRIOR TO START
OF CONSTRUCTION
COMPACT FILL AS
REQUIRED IN THE
SPECIFICATIONS
8" C
L
5
2
D
I
P
8" CL 52 DIP
0.71' MIN CLEARANCE
VDOT CLASS A4
CONCRETE CRADLE,
FULLY ENCOMPASSING
BOTTOM RADIUS OF W/L
1.5'
MIN.
3'
MIN.
DOUBLE BOX
CULVERT
12+88.4 = 10+00 W/L"B" / 11+60.8 W/L"C"8"x8" TEE3-8" G.V.APPROX. LOC.EX. F.O. XING15" STRM XING22.5° BEND22.5° BENDTEST PITTEST PIT4" SAN XING4" SAN XING10+00
1.5'
MIN.
1.0'
MIN.WATERLINE PROFILESHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664
Rev. No.Date
09 12-07-2022
C520
12/07/2020
KAS
20-12
2039
V: 1" = 5'
H: 1" = 50'
21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00
785
790
795
800
805
810
815
820
825
830
835
840
845
850
22+72.7 = 8"X8" TEE, 8" G.V.,8"X6" REDUCER, FH ASSEMBLY24+61.7 = 8"X8" TEE, 8" G.V.,8"X6" REDUCER, FH ASSEMBLY25+73.9 = 8"X8" TEE, 8" G.V.,8"X6" REDUCER, FH ASSEMBLY26+43.0 = 8"X8" TEE, 8" G.V.,8"X6" REDUCER, FH ASSEMBLY28+87.6 = 10+00 W/L"E"8"x8" TEE2-8" G.V.28+05.4 = 8"X8" TEE, 3-8" G.V.,8"x6" REDUCER, FH ASSEMBLY29+96.3 = 8"X8" TEE, 8" G.V.,8"X6" REDUCER, FH ASSEMBLY30+54.8 = 8"X8" TEE, 8" G.V.,8"X6" REDUCER, FH ASSEMBLY33+01.7 = 8"X8" TEE, 8" G.V.,8"X6" REDUCER, FH ASSEMBLY34+81.7 = 8"X8" TEE, 8" G.V., 8"X6"REDUCER, FH ASSEMBLY35+83.0 = 8"X8" TEE, 8" G.V., 8"X6" REDUCER, FH ASSEMBLY36+05.6 = 10+00 W/L"C" / 11+96.2 W/L"D"8"x8" TEE3-8" G.V.PROP.
GRADE @
PIPE C/L
PROP.
GRADE @
PIPE C/L
EX. GRADE
@ PIPE C/L
EX. GRADE
@ PIPE C/L
COMPACT FILL AS
REQUIRED IN THE
SPECIFICATIONS
3'
MIN.
3'
MIN.
3'
MIN.
1.5'
MIN.
1.5'
MIN.
1.5'
MIN.
1.5'
MIN.
1.5'
MIN.
1.5'
MIN.
8" CL 52 DIP
8"
C
L
5
2
D
I
P
8" CL 52
D
I
PROOF DRAIN XINGROOFDRAINXING1.0'
MIN.
COMPACT FILL AS
REQUIRED IN THE
SPECIFICATIONS
1.5'
MIN.6" SAN XING6" SAN XING21+75.8 = 22.5° HORIZ. BEND22+06.7 = 22.5° HORIZ. BEND22+53.8 = 22.5° HORIZ. BEND + 11.25° VERT. BEND23+10.6 = 2" TAP VILLA 3GAS XING22+84.7 = 22.5° HORIZ. BEND23+31.7 = 22.5° HORIZ. BEND25+30.3 = 2" TAP VILLA 427+14.9 = 2" TAP VILLA 530+48.9 = 2" TAP VILLA 632+50.4 = 2" TAP VILLA 735+18.0 = 11.25° HORIZ. BEND35+37.9 = 22.5° HORIZ. BEND35+52.4 = 2" TAP VILLA 835+95.6 = 22.5° HORIZ. BENDGAS XINGGAS XING15" STRM XING15" STRM XING18" STRM XING15" STRM XING15" STRM XING18" STRM XING4" SAN XING4" SAN XING4" SAN XING4" SAN XING4" SAN XING4" SAN XING1.5'
MIN.4" SAN XINGGAS XING4" SAN XING1.5'
MIN.4" SAN XING6" FSLGAS XING4" SAN XING4" SAN XING1.5'
MIN.
1.5'
MIN.
1.0'
MIN.
1.5'
MIN.
1.5'
MIN.10+00 = 18+03.4 W/L"B"8"x8" CROSS, 4-8" G.V.,22.5° VERT. BEND3'
MIN.8" C
L
5
2
DI
P
8" CL
5
2
D
I
P
EX. GRADE
@ PIPE C/L 11.25° VERT. BENDCOMPACT FILL AS
REQUIRED IN THE
SPECIFICATIONS
PROP.
GRADE @
PIPE C/L
EX. GRADE
@ PIPE C/L
16+37.7 = APPROX LOCATIONEX 6" W/L CONNECTION6"X8" TEE, 2-6" G.V., 1-8" G.V.EX W/L
ELEVATION
ESTIMATED.
CONTRACTOR
TO FIELD
VERIFY
PRIOR TO
START OF
CONSTRUCTION
8" CL
5
2
D
I
P
APPROX. LOC.EX. F.O. XING1.5'
MIN.
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00
795
800
805
810
815
820
825
795
800
805
810
815
820
825
22.5° VERT. BEND10+69.5 = 45° HORIZ. BEND10+92.5 = 45° HORIZ. BEND11.25° BEND14+24.5 = 45° HORIZ. BEND14+43.6 = 45° HORIZ. BEND15" STRM XINGTEST PITTEST PITWATERLINE PROFILESHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664
Rev. No.Date
09 12-07-2022
C521
12/07/2020
KAS
20-12
2039
V: 1" = 5'
H: 1" = 50'
9+50 10+00 10+50 11+00 11+50 12+00 12+50
820
825
830
835
840
845
850
855
860
820
825
830
835
840
845
850
855
860
18" STRM XING18" STRM XING1.5'
MIN.
1.5'
MIN.
8" CL 52 DIP
6" F/L XING1.5'
MIN.10+94.3 = 8"x8" TEE, 1-8" G.V.11+31.0 = 11.25° HORIZ. BEND11+54.5 = 45° HORIZ. BEND11+58.7 = 45° HORIZ. BEND11+65.8 = 1-8" G.V., 8"X6" REDUCER11+79.3 = FIRE HYDRANT ASSEMBLY10+00 = 28+87.6 W/L"B"8"x8" TEE, 2-8" G.V.10+04.7 = 45° HORIZ. BEND10+18.0 = 45° HORIZ. BENDPROP.
GRADE @
PIPE C/L
EX. GRADE
@ PIPE C/L
9+50 10+00 10+50 11+00 11+50
820
825
830
835
840
845
850
855
860
820
825
830
835
840
845
850
855
860
10+00 = 10+94.3 W/L"E"8"x8" TEE, 1-8" G.V.18" STRM10+46.7 = 45° VERT. BEND10+44.0 = 45° VERT. BEND10+37.0 = FIRE METER VAULT10+08.0 = 11.25° HORIZ. BEND10+15.2 = 45° HORIZ. BEND10+23.6 = 45° HORIZ. BEND1.5'
MIN.XING10+50.7 = 45° VERT. BEND10+55.3 = 45° VERT. BEND10+64.8 = CONNECTION TO FIRE PUMP BLDGFIRE PUMP STATION FF = 847.026" FSL XING1.5'
MIN.
EX. GRADE
@ PIPE C/L
PROP.
GRADE @
PIPE C/L
8" CL 52 DIP WATERLINE PROFILESHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664
Rev. No.Date
09 12-07-2022
C521A
12/07/2020
KAS
20-12
2039
V: 1" = 5'
H: 1" = 50'
10+0010+5011+0011+5012+0080080581081582082583083580080581081582082583083512+08.79 = 6"x6" TEE VILLA 1 FIRE SERVICE LATERAL
16+59.26 = 6"x6" TEE
VILLA 10 FIRE SERVICE LATERAL
17+24.11 = 10+00 FIRE SERVICE LINE "X",
6"x6" TEE
18+80.76 =
CONNECTION VILLA 9
10+00 = CONNECTION VILLA 2
10+00 = 6"X6" TEE,
FIRE SERVICE LATERAL
11+52.50 = 6"X6" TEE,
FIRE SERVICE
LATERAL PROP.GRADE @PIPE C/LPROP.GRADE @PIPE C/LEX. GRADE@ PIPE C/LEX. GRADE@ PIPE C/L6" CL 52 DIP3'MIN.3'MIN.3'MIN.3'MIN.3'MIN.3'MIN.3'MIN.COMPACT FILL ASREQUIRED IN THESPECIFICATIONSSEE ARCHITECTURAL &STRUCTURAL DETAIL 4/SO.1"TYP BACKFILL FOR PIPINGUNDER CONC FTG." ON GENERAL NOTES &TYPICAL DETAILS SHEET (BYOTHERS)15" STM XING
8" SAN XING
45° VERT. BEND
45° VERT. BEND
11.25° VERT. BEND
11.25° VERT. BEND10+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0079580080581081582082583083584079580080581081582082583083584015" STM XING 4" SAN LAT XING 15" STM XING 4" SAN LAT XING6" ROOF DRAIN XING 4" SAN LAT XING6" ROOF DRAIN XING15" STM XING
15" STM XING
4" SAN LAT XING
4" SAN LAT XING
15" STM XING
GARAGE FLOOR = 823.67VILLA 2
GARAGE FLOOR = 814.82
VILLA 9
18+48.73 = 45° HORIZ. BEND
18+52.24 = 45° HORIZ. BEND
18+74.93 = 45° HORIZ. BEND
GAS XING
GAS XING
8" W/L XING
10+20.7 = 45° HORIZ. BEND10+30.9 = 45° HORIZ. BEND 1.5'MIN.1.5'MIN.1.5'MIN.1.5'MIN.1.5'MIN.1.5'MIN.1.5'MIN.1.5'MIN.1.5'MIN.1.5'MIN.1.5'MIN.1.5'MIN.4" SAN LAT XING
6" ROOF
DRAIN XING
4" ROOF
DRAIN XING1.5'MIN.6" CL 52 DIP1.0'1.0'1.5'MIN.9+5010+0010+5011+0011+5012+0012+5082082583083584084585085586082082583083584084585085586018" STRM XING
15" STRM XING
15" STRM XING
8" W/L XING10+57.94 = 11.25° HORIZ. BEND
11+38.56 = 16+90.68 F/L "Z",
6"x6" TEE 1.5'MIN.1.5'MIN.1.5'MIN.1.5'MIN.EX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/L86586510+05.47= 45° HORIZ. BEND
10+00.00 = FIRE PUMP BUILDING
10+29.10 = 11.25° HORIZ. BEND
10+10.40 = 45° HORIZ. BEND
FIRE PUMP BUILDING = 847.02
FIRE SERVICE LINE PROFILES
HACKWOODS - SVWC
LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT
CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA
151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G I N E E R I N GSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #51-22CITY OF WINCHESTERSP NUMBER: SP-20-664Rev. No.Date0912-07-2022C52212/07/2020KAS20-12 2039V: 1" = 5'H: 1" = 50'NOTES:1.THE FIRE SERVICE WATER LINE SIZE AND MATERIAL SHALL BE CONFIRMED BY THE MEP THAT DESIGNEDTHE FIRE PUMP BUILDING FOR THE VILLAS. GREENWAY ENGINEERING DID NOT MODEL THE PRIVATE FIRESERVICE WATER LINE.2.RESTRAINTS PER CITY OF WINCHESTER DETAILS (SEE SHEET C602)
9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+0020+5021+0021+5022+0022+5023+0023+5024+007958008058108158208258308358408458507958008058108158208258308358408458506" CL 52 DIP13+22.71 = 6"x6" TEE, VILLA 7 FIRE SERVICE LATERAL
16+90.68 = 12+11.24 F/L"Y"
6"x6" TEE
18+77.69 = 6"x6" TEE, VILLA 5 FIRE SERVICE LATERAL
18+61.97 = 6"x6" TEE, VILLA 5 FIRE SERVICE LATERAL
20+47.83 = 6"x6" TEE, VILLA 4 FIRE SERVICE LATERAL EX. GRADE@ PIPE C/LEX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/LPROP.GRADE @PIPE C/LPROP.GRADE @PIPE C/L1.5'MIN.1.5'MIN.3'MIN.15+24.62 = 6"x6" TEE, VILLA 6 FIRE SERVICE LATERAL
10+00 = CONNECTIONVILLA 8
23+12.68 = CONNECTION VILLA 3 3'MIN.3'MIN.3'MIN.FIRE SERVICE LINE PROFILES8558556" SAN XING
8" W/L XING
4" SAN XING
11.25° VERT. BEND
11.25° VERT. BEND
11.25° VERT. BEND
11.25° HORIZ. BEND
ROOF DRAIN XING
GAS XING
ROOF DRAIN XING
10+24.97 = 22.5° HORIZ. BEND10+18.00 = 45° HORIZ. BEND
45° HORIZ. BEND
45° HORIZ. BEND
GARAGE FLOOR = 820.40VILLA 8
GARAGE FLOOR = 839.63
VILLA 3
15" STORM XING
15" STM XING
15" STM XING15" STM XINGROOF DRAIN XING
15" STM XING
4" SAN XING
18" STM XING
4" SAN XING GAS XING1.5'MIN.1.5'MIN.4" SAN XING13+35.04 = 11+52.50 FIRE SERVICE LINE "X",6"x6" TEE 4" SAN XING 1.5'MIN.GAS XING
4" SAN XING
1.5'MIN.6" ROOF DRAIN XING
4" SAN XING
4" SAN XING
4" SAN XING
4" SAN XING 1.5'MIN.1.5'MIN.1.5'MIN.FIRE SERVICE LINE PROFILES
HACKWOODS - SVWC
LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT
CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA
151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G I N E E R I N GSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #51-22CITY OF WINCHESTERSP NUMBER: SP-20-664Rev. No.Date0808-09-2022C52312/07/2020KAS20-12 2039V: 1" = 5'H: 1" = 50'NOTES:1.THE FIRE SERVICE WATER LINE SIZE AND MATERIAL SHALL BE CONFIRMED BY THE MEP THAT DESIGNEDTHE FIRE PUMP BUILDING FOR THE VILLAS. GREENWAY ENGINEERING DID NOT MODEL THE PRIVATEFIRE SERVICE WATER LINE.2.RESTRAINTS PER CITY OF WINCHESTER DETAILS (SEE SHEET C602)
CG-6R - 6" REV. CURB & GUTTER
N.T.S.
10/29/14
VER 1
2"R
6"
6"
4"
2'
NOTES:
1. CURB SHALL MEET CURRENT SPECIFICATIONS OF VDOT STANDARD CG-6
2. LONGITUDINAL SLOPE OF GUTTER SHALL MATCH SLOPE OF PAVEMENT
3. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST
7" MIN.
13" MIN 1":1'
CG-R - 6" FLAT REV. CURB & GUTTER
N.T.S.
10/29/14
VER 1
2"R
6"
6"
4"
2'
NOTES:
1. CURB SHALL MEET CURRENT SPECIFICATIONS OF VDOT STANDARD CG-6
2. LONGITUDINAL SLOPE OF GUTTER SHALL MATCH SLOPE OF PAVEMENT
3. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST
7" MIN.
13" MIN 50:1
CG-F - 6" FLAT CURB & GUTTER
N.T.S.
10/29/14
VER 1
2"R
6"
6"
4"
2'
NOTES:
1. CURB SHALL MEET CURRENT SPECIFICATIONS OF VDOT STANDARD CG-6
2. LONGITUDINAL SLOPE OF GUTTER SHALL MATCH SLOPE OF PAVEMENT
3. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST
7" MIN.13" MIN
50:1 SITE DETAILSHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664
Rev. No.Date
05 08-31-2021
N/A
C600
12/07/2020
KAS
20-12
2039
MOUND TOP OF CONCRETE FILL
8" DIA. SCHEDULE 40
STEEL PIPE FILLED WITH
CONCRETE AND
PAINTED YELLOW
18" DIA. CONCRETE
ENCASEMENT
BOLLARD DETAIL
N.T.S.
10/28/14
VER 1
4'
7'
3'
2" MIN
2- 12" #6 REBAR EACH
WAY THROUGH PIPE
CONCRETE SIDEWALK
N.T.S.
11/11/15
VER 1
-2%
4" 4000 PSI VDOT A3 CONCRETE
4" SUBBASE (21-A STONE)
WIDTH VARIES
SEE SITE PLAN
COMPACTED
SUBGRADE
(COMPACTED TO 95%
DENSITY AT OPTIMUM
MOISTURE CONTENT
VDOT VTM-1 METHOD)
6x6 WWMW2.9/2.9
LANNY DRIVE HAMMERHEAD
NOT TO SCALE
TYPICAL PAVEMENT SECTION #2
4" SUBBASE VDOT STD. 21A
1.5" SM-9.5A SURFACE COURSE
VDOT VTM-1 METHOD)
AT OPTIMUM MOISTURE CONTENT
(COMPACTED TO 95% DENSITY
COMPACTED SUBGRADE
OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 3. SOIL TEST
PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.
4" BM-25.0A INTERMEDIATE COURSE
VILLA DRIVEWAYS
NOT TO SCALE
TYPICAL PAVEMENT SECTION #3
4" BASE VDOT STD. 21A
2" SM-9.5A SURFACE COURSE
VDOT VTM-1 METHOD)
AT OPTIMUM MOISTURE CONTENT
(COMPACTED TO 95% DENSITY
COMPACTED SUBGRADE
OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 3. SOIL TEST
PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.
NOTE:
1.SEE SHEET C400 FOR TYPICAL PAVEMENT SECTION #1 DETAIL FOR ROAD 1
2.SEE SHEET C404 FOR TYPICAL PAVEMENT SECTION #1 DETAIL FOR ROAD 3
11' MIN. VAN18' OR 20'STRIPED AREA
HANDICAPPED
SYMBOLS
FC
EP
5.0' MIN.
7.0' MAX.
4" STEEL PIPE FILLED WITH CONCRETE
DISPLAY CONDITIONS
24"
6"6"
9"
RESERVED
PARKING
12"
2'WHEEL STOP
WITH EP
SIGN (SEE DETAIL)
HANDICAPPED PARKING
N.T.S.
03/17
VER 1
NOTE:
RAMP FOR HANDICAPPED MUST
BE LOCATED AT SAME POINT
ADJACENT TO THE STRIPED
AISLE.
LIGHT COLORED
REFLECTIVE
BACKGROUND
MAT'L.
DARK COLORED
2" LETTERS & 3/8"
BORDER
INTERNATIONAL SYMBOL
OF ACCESSIBILITY
PENALTY,
$100-500 Fine,
TOW-AWAY-ZONE
LIGHT COLORED 1" LETTERS
DARK COLORED REFLECTIVE
BACKGROUND MATERIAL
SIGN SHALL BE LOCATED
SUCH THAT IT WILL NOT
BE OBSCURED BY
VEHICLE PARKED IN
SPACE.
5' VAN ACCESSIBLE SPACE
OR ALTERNATE 8' FOR VAN
SPACE
8' ALT. VAN
RTC ROLLTOP CURB
N.T.S.
6/6/18
VER 1
PAVEMENT
2'
11"9"
NOTES:
1. CURB SHALL MEET CURRENT SPECIFICATIONS OF VDOT STANDARD CG-6
2. LONGITUDINAL SLOPE OF GUTTER SHALL MATCH SLOPE OF PAVEMENT
3. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, CLASS A4 IF PRECAST
1'R=1.25'
R=1.5'
6"
1'
FACE OF CURB
1.5'2"
INVERT LINE
2'2'
4'
3 4" rad.3 4" rad.
5.0%5.0%
Finish grade
(Slope var.)
Finish grade
(Slope var.)
0.6' (Typ.)
2" (Typ.)2" (Typ.)6" rad.
0.5'
#4 @ 7"
centers
#4 @ 12" centers
VALLEY GUTTER
N.T.S.
NOTES:
1. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, CLASS A4 IF PRECAST
SITE DETAILSHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664
Rev. No.Date
08 08-09-2022
N/A
C601
12/07/2020
KAS
20-12
2039
CITY OF WINCHESTER DETAILSHACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664
Rev. No.Date
09 12-07-2022
N/A
C602
12/07/2020
KAS
20-12
2039
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664VDOT DETAILSRev. No.Date
05 08-31-2021HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAN/A
C603
12/07/2020
KAS
20-12
2039
SQUARE TUBE STEEL SIGN POSTS - Square tube steel sign posts shall be fabricated from hot rolled. carbon sheet steel, structural steel
quality, conforming to the requirements of ASTM A1011, grade 50 except the yield strength after cool forming shall be 60,000 psi minimum.
The steel gauge shall be 14 gauge for the 2 inch by 2 inch post and 10 gauge for the 2 1/2 inch by 2 1/2 inch posts. Posts (inside and
outside) shall be galvanized in accordance with the requirements of ASTM A653. Coating Designation G-90. Post shall use an in ground
anchor system that provides a stable installation and allows easy replacement of the sign post into the anchor system after vehicular impact.
Post shall conform to the breakaway requirements of AASHTO's Standard Specifications for Structural Supports for Highway Signs,
Luminaries, and Traffic Signals (1994 Edition including revisions). The Contractor shall provide a copy of the FHWA's acceptance letter
indicating compliance with breakaway requirements at the time of catalog submission of the posts. Posts shall have 7/16 inch (+/- 1/64 inch)
openings or knockouts spaced 1 inch on centers on all four sides. Post shall be installed in accordance with the manufacturer's
recommendations.
151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G I N E E R I N GSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #51-22CITY OF WINCHESTERSP NUMBER: SP-20-664VDOT DETAILSRev. No.Date0508-31-2021HACKWOODS - SVWC
LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT
CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAN/AC60412/07/2020KAS20-12 2039DI-3 CURB TRANSITIONN.T.S.6/7/18VER #1VDOT DI-3 TYP2'2" LOCALDEPRESSION2'CG-6 CURBROLLTOP CURBFACE OF CURBEPCURBTRANSITIONFACE OF CURBROLLTOP CURBCURBTRANSITIONEP2'2'CG-6 CURB
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #51-22
CITY OF WINCHESTER
SP NUMBER: SP-20-664VDOT DETAILSRev. No.Date
05 09-01-2021HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIAN/A
C605
12/07/2020
KAS
20-12
2039
POND 2O L D F O R T R O A DF O R T B R A D D O C K C O U R T
P O N D
V
I
E
W
D
R
I
V
E
M A
R
I
O
N
S
T
R
E
E
TW E S T M I N S T E RC A N T E R B U R Y D R I V EVILLA 10VILLA6VILLA7VILLA9VILLA8T U D O R D R I V EL A N N YD R I V EF O X D R I V EF E L D S P A R O V E R L O O KB O L D R O C K D R I V ET R A V E R T I N E D R I V EFREDERICK COUNTY
CITY OF WINCHESTERPL
PLPLPLPLFOREBAY 1FOREBAY 2POND 1LIMITS OF PHASE1LIMITS OF PHASE1L1.00LAYOUT & MATERIALS SHEET INDEX( IN FEET )GRAPHIC SCALENORTH1 inch = 60 ft.6030601200SHEETS L1.01 & L6.01151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
ENGI NEERI NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTER SPNUMBER: #SP-20-664HACKWOODS - SVWC
LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT
CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA8/31/2021PDM2039AS SHOWNKEY PLANQUAD 4
678910No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
M
MOCLI
CENSEDLANDSCAPEARCH
ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
M
MOCLI
CENSEDLANDSCAPEARCH
ITECT8/31/2021Rev. No.DateSHEETS L1.05 & L6.05SHEETS L1.03 & L6.03SHEETS L1.04 & L6.04SHEETS L1.02 & L6.02SHEETS L1.06& L6.06SHEETS L1.05& L6.05
XXTP(ROUNDABOUT)(ROUNDABOUT)PEDESTRIAN GUARDRAIL(SEE SHEET L4.02)CONCRETE PAVER 1COBBLE PAVER 2VEHICULAR GUARDRAIL(SEE SHEET L4.02)4" ADS DRAIN PIPETREE PROTECTION(SEE SHEET L4.02)FRENCH DRAINASPHALT PATHWAYBRICK PAVERSBROOM FINISHED CONCRETELegend1. ALL ROADSIDE SIDEWALKS SHALL BE CONSTRUCTED UNIFORMALLY AT 4'-0" OFF BACK OF CURB.2. SEE ARCHITECTURAL PLANS FOR SITE WALLS, UNLESS OTHERWISE NOTED.General Notes:TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP TPTPTPTPTP TP TP TP TP TP TP
FSW FSW FSWFSWGGGGGGGGGGGGGGGGGGGGGGGGGGGGGSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWMWW
W
W
W
W
W WFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT PO
L
L
U
T
E
D
RAINS TO W
A
T
E
R
W
A
YS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERW
A
Y
S
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRA
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYL
O
PL
AST
NYLOPLAST
DUCTILE IRON
DO NOT POL
L
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DRAIN
S
T
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W
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NYLOPLAST
DUCTILE IRONDO NOT POLLUTE
D
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S
FSW
FSW
FSW
FSW
FSW
FSW
FSW
FSW WSWMPHASE 1PHASE 2DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS 850854852856858860860858856854848846
8448428408388368348588568548588608
5
6846850854852856858860860858856854848846844842840838836834 8588568548588608
5
68463:15%5%5%3:15%5%5%84
2
84
0
838
836836 85285086085485685885285085485685885685885285485685285483683683884083683483083283883
2
838840828856854842842 15'-0" BRL15'-0" BRL25'-0" BRL25'-0" BUILDING
REAR LINE
CHALETSTONESEGMENTAL WALLCONCRETEPAVINGVEHICULARPAVERTREEPROTECTIONB O L D R O C K D R I V EFUTUREPAVILION8'x 9'LANDINGW/ BRICKBORDER (TYP)8.4'x 9'LANDINGW/ BRICKBORDER (TYP)PARKINGAREASTORAGEBUILDINGFIREPUMPHOUSEVILLA6XXXXX
XXX
XXXXX
X
X
XXXXXXXX5'-0"5'-0"TYP5'-0"TYP5'-0"5'-0"5'-0"5'-0"TYPTRANSFORMERON CONC. PAD4" ADSDRAINPIPELIGHT POLE TYP.(SEE ELECTRICALPLANS)RETAINING WALL(SEE ARCH.)EXISTINGTREE CANOPYEXISTINGTREE CANOPY(TYP.)FIRE HYDRANT(TYP.)RETAINING WALL(SEE ARCH.)HVAC(SEE ELEC. TYP)FIRE HYDRANT(TYP.)AREA DRAIN(SEE CIVIL TYP.)TRANSFORMERON CONC. PAD(SEE ELEC. TYP)RETAINING WALL(SEE ARCH.)CG-12(SEECIVILTYP)CLEANOUT(SEE CIVIL TYP.)ROOF DRAIN(SEE CIVIL TYP.)5L1.04L4.006L1.01L4.001L1.01L4.004L1.01L4.005L1.01L4.02CHALET5151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
ENGI NEER I NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTER SPNUMBER: #SP-20-664HACKWOODS - SVWC
LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT
CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA8/31/2021PDM2039AS SHOWNKEY PLANQUAD 4
678910No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
M
MOCLI
CENSEDLANDSCAPEARC
H
ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
M
MOCLI
CENSEDLANDSCAPEARC
H
ITECT8/31/2021Rev. No.DateLAYOUT & MATERIALS PLAN CONNECTOR DRIVE
L1.01( IN FEET )GRAPHIC SCALENORTH1 inch = 20 ft.201020400MATCH LINE SHEET L1.04MATCH LINE SHEET L1.02 MATCH LINE SHEET L1.05T R A V E R T I N E D R I V E
TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP TP TP TP TP TP TP TP
TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSW
FSW
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GGGGGGGGGGGGG
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S 8488468448368348328308528208228188168148128108088068048028008
2
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2
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2
2 8248268288308328348368388408428548508408428388
1
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812812836834832830
8268248228128068088108
1
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8
0
4 8068
0
8
8
1
0 828852852854836836836
826 852852854846842846844826828826814
814814814818816822824820822824824826828 830832820820802804805836814836836836820824 834832830830830820844848820820838836834832830828
826
824
822801805806804814
25'-0" BRL25'-0" BRL
BRICKPAVER PATIOCONCRETEPAVINGCONCRETESTEPSTREEPROTECTIONCONCRETESTEPSBRICKPAVER PATIOB O L D R O C K D R I V EF E L D S P A RO V E R L O O KSEGMENTAL WALLSCREENFENCESCREENFENCEF E L D S P A RO V E R L O O KSEGMENTALPAVER PATIO8'x 9'LANDINGW/ BRICKBORDER (TYP)8.4'x 9'LANDINGW/ BRICKBORDER (TYP)DRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAY12'X18'PATIO12'X18'PATIO22'X18'PATIOVILLA8VILLA9VILLA10VILLA7PARKINGAREAPARKINGAREAPARKINGAREAPARKINGAREAPARKINGAREAPARKINGAREADRIVEWAYDRIVEWAYDRIVEWAY7'x 9'LANDING(TYP)GENERATORGENERATORGENERATORBOULDERWALL
BOULDERWALLCHALETSTONEX XXXXXXXXX5'-0"
TYP
5'-0"
TYP
5'-0"TYP5'-
0
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5'-
0
"5'-0"5'-0"5'-0"5'-0"
TYP5'-0"5'-0"
5'-0"
5'-0"5'-0"5'-6"5'-0"5'-0"5'-0"5'-6"5'-0"5'-0"5'-0"5'-0"AREA DRAIN(SEE CIVILTYP.)FIREHYDRANT(TYP.)RETAINING WALL(SEE ARCH.)LIGHT POLE(SEE ARCH. ELEC.)HVACHVACHVACCROSSWALKS(BY OTHERS)AREA DRAIN(SEE CIVILTYP.)RETAINING WALL(SEE ARCH.)RETAINING WALL(SEE ARCH.)TRANSFORMERON CONC. PADELEC. SWITCHRETAINING WALL(SEE ARCH.)RETAINING WALL(SEE ARCH.)EXISTING TREETO REMAINTRANSFORMERON CONC. PADELEC. SWITCH4" ADSDRAINPIPE4" ADSDRAINPIPEUTILITYEASEMENTUTILITYEASEMENTEXISTINGTREE CANOPYCG-12(TYP)RETAINING WALL(SEE ARCH.)RETAINING WALL(SEE ARCH.)RETAINING WALL(SEE ARCH.)RETAINING WALL(SEE ARCH.)EMERGENCY SPILLWAYRETAINING WALL(SEE ARCH.)HVAC(SEE ELEC. TYP)RETAINING WALL(SEE ARCH.)ROOF DRAIN(SEE CIVIL TYP.)HVAC(SEE ELEC. TYP)3L1.02L4.001L1.02L4.0011.02L4.015L4.02L1.021L1.02L4.013L1.02L4.006L4.00L1.023L1.02L4.013L1.02L4.016L1.02L4.002L1.06L4.032L1.02L4.035L1.02L4.00FUTURE WELLAND HOSE BIBLOCATION OF FUTUREPUMP HOUSEXXTP(ROUNDABOUT)(ROUNDABOUT)PEDESTRIAN GUARDRAIL(SEE SHEET L4.02)CONCRETE PAVER 1COBBLE PAVER 2VEHICULAR GUARDRAIL(SEE SHEET L4.02)4" ADS DRAIN PIPETREE PROTECTION(SEE SHEET L4.02)FRENCH DRAINASPHALT PATHWAYBRICK PAVERSBROOM FINISHED CONCRETELegend1. ALL ROADSIDE SIDEWALKS SHALL BE CONSTRUCTED UNIFORMALLY AT 4'-0" OFF BACK OF CURB.2. SEE ARCHITECTURAL PLANS FOR SITE WALLS, UNLESS OTHERWISE NOTED.General Notes:151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
ENGI NEER I NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTER SPNUMBER: #SP-20-664HACKWOODS - SVWC
LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT
CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA8/31/2021PDM2039AS SHOWNKEY PLANQUAD 4
678910No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
M
MOCLI
CENSEDLANDSCAPEARC
H
ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
M
MOCLI
CENSEDLANDSCAPEARC
H
ITECT8/31/2021Rev. No.DateLAYOUT & MATERIALS PLAN ELLIPSE AND PARK LAYOUT
L1.02( IN FEET )GRAPHIC SCALENORTH1 inch = 20 ft.201020400MATCH LINE SHEET L1.03MATCH LINE SHEET L1.01
MATCH LINE SHEET L1.05
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1
2
8128188128068088108
1
2
8
0
0
8
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2
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4 8068
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804
802 798.5798.7801801801814812810808818818 80580680481435'-0" BRL35'-0" BRL
35'-0" BRL VEHICULARGUARDRAILASPHALT PATHF O X D R I V EB A S A L TC O U R T
B O L D R O
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K
D R I V E BENCH(TYP.)WATER LEVELTYP.WATER LEVELTYP.F O X D R I V EPOND 1FOREBAY 1FOREBAY 2ENTRY DRIVEPOND 2BOULDERWALL5'-0"TYP5'-0"TYP5'-0"TYPBMP ACCESSCROSSWALKS(BY OTHERS)REINFORCED TURF(REFER TO CIVIL DWG)8" INTAKE LINE FORPHASE 2RECIRCULATINGSTREAM PUMPCG-12(TYP)UTILITYEASEMENTCG-12(TYP)4L1.06L4.022L1.06L4.0021.06L4.022L1.06L4.03PEDESTRIANBRIDGE11.06L4.038" INTAKE LINE FORPHASE 2 WELLMAKE UPFUTURE WELLAND HOSE BIBLOCATION OF FUTUREPUMP HOUSE(ROUNDABOUT)(ROUNDABOUT)CONCRETE PAVER 1COBBLE PAVER 2BRICK PAVERSBROOM FINISHED CONCRETELegend1. ALL ROADSIDE SIDEWALKS SHALL BE CONSTRUCTED UNIFORMALLY AT 4'-0" OFF BACK OF CURB.2. SEE ARCHITECTURAL PLANS FOR SITE WALLS, UNLESS OTHERWISE NOTED.General Notes:XXTPPEDESTRIAN GUARDRAIL(SEE SHEET L4.02)VEHICULAR GUARDRAIL(SEE SHEET L4.02)4" ADS DRAIN PIPETREE PROTECTION(SEE SHEET L4.02)FRENCH DRAINASPHALT PATHWAY151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
ENGI NEER I NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTER SPNUMBER: #SP-20-664HACKWOODS - SVWC
LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT
CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA8/31/2021PDM2039AS SHOWNKEY PLANQUAD 4
678910No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
M
MOCLI
CENSEDLANDSCAPEARC
H
ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
M
MOCLI
CENSEDLANDSCAPEARC
H
ITECT8/31/2021Rev. No.DateLAYOUT & MATERIALS PLAN SOUTH END
L1.03( IN FEET )GRAPHIC SCALENORTH1 inch = 20 ft.201020400MATCH LINE SHEET L1.02MATCH LINE SHEET L1.04
MATCH LINE SHEET L1.06
XXTP(ROUNDABOUT)(ROUNDABOUT)PEDESTRIAN GUARDRAIL(SEE SHEET L4.02)CONCRETE PAVER 1COBBLE PAVER 2VEHICULAR GUARDRAIL(SEE SHEET L4.02)4" ADS DRAIN PIPETREE PROTECTION(SEE SHEET L4.02)FRENCH DRAINASPHALT PATHWAYBRICK PAVERSBROOM FINISHED CONCRETELegend1. ALL ROADSIDE SIDEWALKS SHALL BE CONSTRUCTED UNIFORMALLY AT 4'-0" OFF BACK OF CURB.2. SEE ARCHITECTURAL PLANS FOR SITE WALLS, UNLESS OTHERWISE NOTED.General Notes:FSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWGGGGGGGGGGGGGGGGGGGGGGGGGGGGGSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWFSWNYLOPLAST
DUCTILE
I
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O
N
DO NOT
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D
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A
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N
S
TO WATE
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DO NOT PO
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NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
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S832830828826824822820818816814
8128108
0
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6
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2
8
8268248168148128108088068048328308288268248228208188168148128108
0
8
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6
8068088108128148168188428408388368348328308
2
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8268248168148128108088068043:15%5%5%5%5%5%3:15%5%5%5%5%5%842842840838 836
822818
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81
6
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82
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6 8088108088108128148048068
1
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8
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1
2
8
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8
0
8
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1
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804
8148
1
4
35'-0" BRL PEDESTRIANBRIDGE #3GRASSPAVEPAVEMENT W/CONC. BANDSEGMENTALWALLSSEGMENTALWALLGUARDRAIL(TYP.)GUARDRAIL(TYP.)F E L D S P A RO V E R L O O KFUTURE BUILDING SITECHALETSTONESEGMENTAL WALLVEHICULARGUARDRAILASPHALT PAVINGFUTUREPAVILIONFUTURE BUILDING SITEBOULDERWALLXXXXX
XXXXXX
XXXXXX
X
XXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXX 5'-0"5'-0"5'-0"TYPRETAINING WALL(SEE ARCH.)4" ADS DRAINPIPE4" ADSDRAINPIPEFRENCH DRAIN(TYP.)4" ADSDRAINPIPESEE SHEETL1.07 FORDIMENSIONSRETAINING WALL(SEE ARCH.)(TYP.)21.04L4.016L1.04L4.006L1.04L4.001L1.04L4.0211.04L4.025L1.04L4.006L1.01L4.004L1.03L4.022L1.04L4.003L1.04L4.03CHALETSTONE5L1.04L4.00151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
ENGI NEER I NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTER SPNUMBER: #SP-20-664HACKWOODS - SVWC
LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT
CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA8/31/2021PDM2039AS SHOWNKEY PLANQUAD 4
678910No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
M
MOCLI
CENSEDLANDSCAPEARC
H
ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
M
MOCLI
CENSEDLANDSCAPEARC
H
ITECT8/31/2021Rev. No.DateLAYOUT & MATERIALS PLAN FOX ROAD ENTRANCE AND MEADOW
L1.04( IN FEET )GRAPHIC SCALENORTH1 inch = 20 ft.201020400FREDERICK COUNTY
CITY OF WINCHESTER
MATCH LINE SHEET L1.03PHASE 1PHASE 2MATCH LINE SHEET L1.01
T
P
T
P
T
P
TP TP
TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPT
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832850840830840838836842844846848832834836838842844846
8408388
3
6
83
415'-0" BRLCONCRETEPAVINGTREEPROTECTIONT R A V E R T I N E D R I V E5'-0"TYP5'-0"TYP1L1.05L4.005L1.05L4.02PROPOSED UNDERGROUNDSWM FACILITY - SEE CIVILXXTP(ROUNDABOUT)(ROUNDABOUT)PEDESTRIAN GUARDRAIL(SEE SHEET L4.02)CONCRETE PAVER 1COBBLE PAVER 2VEHICULAR GUARDRAIL(SEE SHEET L4.02)4" ADS DRAIN PIPETREE PROTECTION(SEE SHEET L4.02)FRENCH DRAINASPHALT PATHWAYBRICK PAVERSBROOM FINISHED CONCRETELegend1. ALL ROADSIDE SIDEWALKS SHALL BE CONSTRUCTED UNIFORMALLY AT 4'-0" OFF BACK OF CURB.2. SEE ARCHITECTURAL PLANS FOR SITE WALLS, UNLESS OTHERWISE NOTED.General Notes:151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
ENGI NEER I NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTER SPNUMBER: #SP-20-664HACKWOODS - SVWC
LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT
CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA8/31/2021PDM2039AS SHOWNKEY PLANQUAD 4
678910No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
M
MOCLI
CENSEDLANDSCAPEARC
H
ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
M
MOCLI
CENSEDLANDSCAPEARC
H
ITECT8/31/2021Rev. No.DateLAYOUT & MATERIALS PLAN EAST ENTRY DRIVE
L1.05MATCH LINE SHEET L1.04MATCH LINE SHEET L1.02
( IN FEET )GRAPHIC SCALENORTH1 inch = 20 ft.201020400
TPTPTPTPTPTPTPTPTPTPTPTPTPTP
TP
T
P
T
P
TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPSSSSSSSSWWWWWWWDO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYS DO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYS
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
80079880280480
6
8
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6
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810820
80081281481681882082282482682825'-0" BRL25'-0" BRLVEHICULARGUARDRAIL
L A N N YD R I V EPARKINGRETAINING WALL(SEE ARCH.)OVERFLOWSLOPESTABILIZATIONMAT (REFER TOCIVIL DWG)EMERGENCY SPILLWAY(SEE CIVIL)L4.004L4.02L1.05BMP ACCESSEASEMENT15'-0" BRLTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP804802800798796794806804802800798796794806800
802
804
806
806
804
802
800
798
796
794
799.5
80
4
8
0
6
35'-0" BRL35'-0" BRL EXISTING TREECANOPYBMP ACCESSEASEMENT15'-0" BRLXXTP(ROUNDABOUT)(ROUNDABOUT)PEDESTRIAN GUARDRAIL(SEE SHEET L4.02)CONCRETE PAVER 1COBBLE PAVER 2VEHICULAR GUARDRAIL(SEE SHEET L4.02)4" ADS DRAIN PIPETREE PROTECTION(SEE SHEET L4.02)FRENCH DRAINASPHALT PATHWAYBRICK PAVERSBROOM FINISHED CONCRETELegend1. ALL ROADSIDE SIDEWALKS SHALL BE CONSTRUCTED UNIFORMALLY AT 4'-0" OFF BACK OF CURB.2. SEE ARCHITECTURAL PLANS FOR SITE WALLS, UNLESS OTHERWISE NOTED.General Notes:151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
ENGI NEER I NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTER SPNUMBER: #SP-20-664HACKWOODS - SVWC
LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT
CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA8/31/2021PDM2039AS SHOWNKEY PLANQUAD 4
678910No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
M
MOCLI
CENSEDLANDSCAPEARC
H
ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
M
MOCLI
CENSEDLANDSCAPEARC
H
ITECT8/31/2021Rev. No.DateLAYOUT & MATERIALS PLAN SOUTH BUFFERS
L1.06( IN FEET )GRAPHIC SCALENORTH1 inch = 20 ft.201020400MATCH LINE SHEET L1.03MATCH LINE 'A'MATCH LINE 'A'MATCH LINE SHEET L1.02
84083083582581582081082082581583082542" RAKEDGUARDRAIL42" RAKED GUARDRAIL42" RAKEDGUARDRAIL42" RAKED GUARDRAILEQEQEQEQEQEQSTEP DOWN WALL IN6" INCREMENTSSTEP DOWNWALL IN 6"INCREMENTSEQ.EQ.EQ.EQ.EQ.EQ.EQ.BOULDERS AT SIDEOF WALLBOULDERS AT SIDEOF WALLEQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.STEP DOWNWALL IN 6"INCREMENTSCLELLIPSE
CENTERLINE
NOTE: ALIGN STEP DOWNSIN WALL WITH ELLIPSECENTERLINEEQ.EQ.EQ.ALIGNALIGN
WALL MEETSCONC. WALLAND RAILINGSEE ARCH.DRAWINGSSTEP DOWNWALL IN 6"INCREMENTSBOULDERS AT SIDEOF WALLFINISHED GRADEBEHIND WALLFINISHED GRADEBEHIND WALLFINISHED GRADEBEHIND WALLFINSHED GRADEBEHIND WALL8353'-83
4"
3'-6"3'-6"
151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
ENGI NEER I NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTER SPNUMBER: #SP-20-664HACKWOODS - SVWC
LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT
CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA8/31/2021PDM2039AS SHOWNNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
M
MOCLI
CENSEDLANDSCAPEARC
H
ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
M
MOCLI
CENSEDLANDSCAPEARC
H
ITECT8/31/2021Rev. No.DateSCALE:5PARK WALL E1/8" = 1'-0"L3.0SCALE:4PARK WALL D1/8" = 1'-0"L3.0SCALE:3PARK WALL C1/8" = 1'-0"L3.0SCALE:2PARK WALL B1/8" = 1'-0"L3.0ILLUSTRATIVE RETAINING WALL ELEVATIONS
L3.01
CONTROL JOINTCOMPACTEDSUBGRADE4" MIN. VDOT #21ACOMPACTED STONE BASELIGHT BROOM FINISHPERPENDICULAR TODIRECTION OF TRAVELHAND TOOLED CONTROL JOINTS-1/2" MAXIMUM x 3/4" DEPTH-LOCATE AS PER PLANSWWF 6X6 - W2.9 X W2.9CONSTRUCTION JOINTEXPANSION JOINT - 24' O.C.1/2" BITUMINOUS EXPANSIONJOINT FILLERTOOLED EDGE W/ 1/2" RADIUSNOTE:ALL JOINTS MUST BEHAND TOOLED. NOEXCEPTIONS. NO SAWCUTSTOOLED EDGE W/ 1/2" RADIUSPOLYURETHANE CAULKTOOLED EDGE W/ 1/2" RADIUSCOMPACTEDSUBGRADE4" MIN. VDOT #21ACOMPACTED STONE BASE4" CONCRETE SLAB-3000 PSI @ 28 DAYSCOMPACTEDSUBGRADE4" MIN. VDOT #21ACOMPACTED STONE BASEWWF 6X6 - W2.9 X W2.94" CONCRETE SLAB-3000 PSI @ 28 DAYS4" CONCRETE SLAB-3000 PSI @ 28 DAYSWWF 6X6 - W2.9 X W2.9COMPACTED SUBGRADE TO 95%4" MIN. VDOT #21A COMPACTEDSTONE BASE3/4" MORTAR SETTING BED2 1/4" BRICK PAVER4" CONC SLABWWF 6X6 - W2.9 X W2.95'4" 21-A COMPACTEDSTONE BASECOMPACTED SUBGRADE TO 95%1 1/2" SM-2B BITUMINOUSPAVEMENT1 1/8"TYP.3"T.W. ELEV.=VARIES: SEE PLANB.W. ELEV.=VARIES: SEE PLAN6"42" GUARDRAIL ANCHOREDIN 12" X 36" ROUND FOOTINGCONCRETESIDEWALK3" SEGMENTAL WALL CAP;SECURE WITH WATERPROOFCONSTRUCTION ADHESIVESEGMENTAL RETAININGWALL BLOCKPROPOSED FINISH GRADECOMPACTED SUBGRADE TO95% PROCTOR DENSITYREINFORCED BACKFILLCOMPACTED TO 95%PROCTOR DENSITYLIMITS OF EXCAVATIONFOR WALL GRID4" PERF. DRAIN PIPE. TEEOUT DRAINPIPE EVERY50' MIN. THROUGH WALLW/ WALL DRAIN PROWEEP DRAINREMOVE LIP FROMBOTTOM ROW OF BLOCK#21A FOOTINGGEOGRID TYP.NOTES:1. SEGMENTAL WALL GRIDS &DESIGN SHALL BE INSTALLED PERDESIGN CALCULATIONS OFSTRUCTURAL ENGINEER.CONTRACTOR SHALL VERIFYWITH STRUCTURAL ENGINEERPRIOR TO START OF WALLCONSTRUCTION.2. WALL BLOCK TO BE HARINGTON3" & 6" 3-PC WALL BY KEYSTONEW/ MATCHING 3" X 10" WALL CAP4" OF 3-5" RIVER ROCKON FILTER FABRIC4" PERF. PIPE TO DAYLIGHT1'-0"1'-6"2'-6"WRAP STONE IN FILTERFABRICPLANTING SOIL#57 STONESEGMENTAL FREESTANDINGWALL BLOCK80 MM VEHICULAR RATEDCONCRETE PAVERS1" SAND SETTING BED8" CONC. BASE - 4000 PSI @28 DAYSW/#4 REBAR @ 6" O/C EA. WAY - 3" CLR.1" WEEP HOLES - 6' O/C OR AT LOW SPOTS -FILLED WITH FINE AGGREGATE, COVEREDWITH FILTER FABRIC8" VDOT #21A STONE BASECOMPACTED SUBGRADE TO 95%5-8" CHALETSTONE SWALEMULCHFILTER FABRICWIDTH VARIESSEE PLANSCLVARIESVARIES MORTAR SET PAVERSIN HERRINGBONEPATTERN AS SHOWNSOLDIER COURSEBORDERSLOPE 2%PORCH COLUMNTYP.PAVING FLUSHW/ CONC PORCHMITER CORNERAS SHOWNVILLACAULKED EXPANSIONJOINTL4.003NOTES:1. PAVERS TO BESTANDARD SIZE 4X8PAVERS W/ 3/8 MORTARJOINTS TYP.2. PATIO SIZE ANDWALKWAY CONNECTIONSVARY - SEE LAYOUTPLANSEQ.EQ.NOTES:1. PAVERS TO BE STANDARD SIZE 4X8PAVERS W/ 3/8 MORTAR JOINTS TYP.2. LANDING SIZE AND WALKWAYCONNECTIONSVARY - SEE LAYOUT PLANSSOLDIER COURSEBORDERMITER CORNERAS SHOWNCONCSIDEWALKCONCFRONTLANDINGCONCSIDEWALKVILLACAULKED EXPANSIONJOINT TYP.CONCSIDEWALKL4.007CONTROLJOINT1/2" BITUMINOUS EXPANSIONJOINT FILLERTOOLED EDGE W/ 1/2" RADIUSPOLYURETHANE CAULK1'-0"4X8 BRICK PAVER SOLDIERCOURSE W 1" MORTAR SETTINGBED AND 3/8" JOINTSCOMPACTED SUBGRADE TO 95%(TURNDOWN WIRE)SEGMENTAL RETAININGWALL BLOCKSEGMENTAL FREESTANDINGWALL BLOCK3" SEGMENTAL WALL CAPFINISHED GRADEBEYONDFINISHED GRADENOTE:WHERE WALL STEPS DOWN WITHFINISHED GRADE INCORPORATEFREESTANDING WALL BLOCKWHERE BACK OF WALL ISEXPOSED.SEGMENTAL RETAININGWALL BLOCK BEYONDUSE FREESTANDING CORNERBLOCK AT EXPOSED ENDSINCORPORATE FREESTANDINGWALL BLACK WHEREVER BACK OFBLOCK IS EXPOSEDFINISHED GRADE3" WALL CAP TYP.RETAINING WALL SECTIONBACK SIDE OF RETAINING WALLSEGMENTAL FREESTANDINGWALL BLOCK AND CAP BEYONDMATCH SETBACK OFRETAINING WALL BLOCK151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
ENGI NEER I NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTER SPNUMBER: #SP-20-664HACKWOODS - SVWC
LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT
CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA8/31/2021PDM2039AS SHOWNKEY PLANQUAD 4
678910No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
M
MOCLI
CENSEDLANDSCAPEARC
H
ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
M
MOCLI
CENSEDLANDSCAPEARC
H
ITECT8/31/2021Rev. No.DateSCALE:1SECTIONCONCRETE PAVING1" = 1'-0"L4.00SCALE:3SECTIONMORTARED BRICK PAVERS1" = 1'-0"L4.00SCALE:2SECTIONASPHALT WALK1 1/2" = 1'-0"L4.00SCALE:6SECTIONSEGMENTAL RETAINING WALL 1" = 1'-0"L4.00SCALE:4SECTIONVEHICULAR PAVER DETAIL1 1/2" = 1'-0"L4.00SCALE:5SECTIONCHALET STONE SWALE1 1/2" = 1'-0"L4.00SCALE:9PLANREAR PATIO PAVING DETAIL1/4" = 1'-0"L4.00SCALE:10PLANFRONT LANDING ENLARGEMENT1/4" = 1'-0"L4.00SCALE:7SECTIONBRICK BANDING1 1/2" = 1'-0"L4.00SCALE:8SECTIONWALL BLOCK PLACEMENT1 1/2" = 1'-0"L4.00DETAIL SHEET 1
L4.00
EQ.1"6"12" MIN12" TYP.1/2" R1 1/2" ALUMINUM POST & HANDRAIL-POWDER COATED DARK BRONZE FINISH-CORE DRILL & FILL WITH HYDRAULICCEMENT- CAULK AROUND BASEFLUSH WITH SURROUND. SUBMIT PAINTSAMPLE FOR APPROVAL1"3'-0"12"X12"X12" CONCRETE FOOTING3000 PSI @ 28 DAYSSLOPE TO NOSEOF STEP 1/8" PERFOOT1/2" RADIUS @ NOSENOTES:PROVIDE HANDRAILSHOP DRAWINGSFOR REVIEW,INSTALL PER CODE.SEE PLAN FOREXACT NUMBER OFRISERS PERLOCATION.12" MIN4" MIN.
2'-0"
MIN.STAIR RISERS BEYONDHEIGHT VARIES,
SEE GRADING PLAN
3'-0"CONCRETELANDING - SEEDETAIL 1/L400CAULK EXP. JOINTEQ.CONCRETE FOOTING3000 PSI @ 28 DAYSWITH KEY WAY#4 CONT. REBAR AT 12" O.C.#4 REBAR WITH 'L'FOOT AT 12" O.C.ALTERNATE DIRECTION3" CLEARMIN.8"10"6"CONCRETE FOOTING3000 PSI @ 28 DAYS-TURNED DOWN SLABAT ALL HANDRAIL POINTSSHOWN ON PLAN.1 1/2" ALUMINUM POST-POWDER COATED DARKBRONZE FINISH-CORE DRILL & FILL WITHHYDRAULIC CEMENT- CAULK AROUND BASE FLUSHWITH SURROUND3" MIN CLR.R 3"START OFRADIUS15"15"START OFRADIUS1/2" CAULKEDEXPANSION JOINTCONCRETE WALL; SEEARCH. DRAWINGSFOR ADDITIONAL DETAIL4"10"X10"X12"CONCRETE FOOTING3000 PSI @ 28 DAYSCONCRETE BASE-3,500 PSI @ 28DAYS WITH #4 REBAR @ 12" O.C.EA. WAY - 3" CLR,4" VDOT #57 STONECOMPACTED SUBGRADEWALL FOOTING BEYONDCAULK EXP. JOINT (TYP.)CONCRETE WALKWAY, TYP.SEE DETAIL 1 THIS SHEET1'-4"LENGTH AND NUMBER OF STAIRS VARIESCONCRETE WALL WITH1/4" CHAMFER;SEE ARCH. DRAWINGSFOR ADDITIONAL DETAIL9"5'-0" WALKWAY WIDTH10"
4"4"
FROST DEPTH1'-0"1'-0"(2) #4 REBAR - (CONT.)3" CLEARFIRELANE HEAVY DUTYCOMPACTED STONE BASE -SEE CIVIL DWGS. FOR DETAILSGRASSPAVE SYSTEM4000 PSI CONCRETEBORDERLAWN, SEE PLANT LIST FOR SPECIESCOMPACTED SANDYGRAVEL BASE4"18" DIA.2"7'-912"COMPACTEDSUBGRADENOTES:1.ALL WOOD TO BE 'SAWN'PRESSURE TREATED PINE2.ALL FASTENERS TO BEGALVANIZED SCREWS ORGALVANIZED DECKING SCREWS3.FENCE PAINTED TO MATCHBUILDING TRIM3
4" (TYP.)34" (TYP.)34" (TYP.)5'-10"
6'-0"
6'-0"
2"5'-10"DOG EARED1X6 SOLID CELLULARPVC PALES6x6 WOOD POST4'-0"VDOT #57 STONECOMPACTEDSUBGRADEVDOT #57 STONE18" DIA.HEAVY DUTYGATE LATCHHEAVY DUTY GATEHINGE TYP.1"CONCSIDEWALK2X4 WOODRAILS W/BEVELED TOPTYP.6X6 WOODPOST BEYOND1X6 SOLID CELLULARPVC PALES2"
3'-0"6"FENCE RAILS TYP.512"512"SCALE:1SECTIONCONCRETE STEPS3/4" = 1'-0"L4.01SCALE:2GRASSPAVE PAVEMENTNTSL4.01SCALE:3GENERATOR SCREENING FENCE3/4" = 1'-0"L4.01151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
ENGI NEERI NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTER SPNUMBER: #SP-20-664HACKWOODS - SVWC
LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT
CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA8/31/2021PDM2039AS SHOWNKEY PLANQUAD 4
678910No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
M
MOCLI
CENSEDLANDSCAPEARCH
ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
M
MOCLI
CENSEDLANDSCAPEARCH
ITECT8/31/2021Rev. No.DateDETAIL SHEET 2
L4.01
NOTE:IT IS NOT RECOMMENDEDTO LOCATE ANCHOR BOLTSUNTIL BENCH IS IN PLACE.WIDENED ASPHALTPAD FOR BENCHESAND 1 WHEELCHAIRPARKING SPACEANCHOR BENCH TO ASPHALTPAD USING 3/8" GROUTEDASPHALT ANCHOR (4 TOTAL)3'-6" ASPHALT PAD5' ASPHALT PATH(2/L4.00)6" MIN.ALUMINUM PARKSTYLE BENCHEXISTING GRADE4'-0"GALVANIZED CHAIN LINKFENCE TO BE PLACED PERPLANSEE PLAN FOR DIMENSIONALUMINUM FENCE SUPPLY GUARDRAIL COMPONENTS1.73022765End Bracket Top2.73022771End BracketBottom13.3.730238632 ½" IntermediateBracket*IntermediatePost14.Top Rail(Cover)15.4.73022735Vertical SwivelTop*Items not shown in photograph5.73022753Vertical SwivelBottom416.73022741Horizontal SwivelTop*7.73022759Horizontal SwivelBottom*8.730435212 ½" Ball andSocket SwivelBracket* - WRAP*139.73023879Ball and SocketSwivelBracket* - FLAT*10.730239282 ½" Side MountPost Flange*11.73022783Decorative EndCap**Items not shown in photographALUMINUM FENCESUPPLYGUARDRAIL5231514End Post12.Panel1210'-0"4'-0"
6"ASPHALTWALK6"3'-6"BENCHSCALE:1SECTIONMETAL GUARDRAIL1/2" = 1'-0"L4.02SCALE:2BENCH MOUNTING DETAIL1 1/2" = 1'-0"L4.02SCALE:4SECTIONVEHICULAR GUARDRAILNTSL4.02SCALE:5SECTIONTREE PROTECTION1/4" = 1'-0"L4.02SCALE:3BENCH PAD DETAIL1" = 1'-0"L4.02151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
ENGI NEER I NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTER SPNUMBER: #SP-20-664HACKWOODS - SVWC
LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT
CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA8/31/2021PDM2039AS SHOWNKEY PLANQUAD 4
678910No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
M
MOCLI
CENSEDLANDSCAPEARC
H
ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
M
MOCLI
CENSEDLANDSCAPEARC
H
ITECT8/31/2021Rev. No.DateDETAIL SHEET 3
L4.02
ASPHALT PATHASPHALT PATHB O A R D W A L K8 X 8 BULKHEAD815815BOULDERS AT EACH ENDOF BULKHEADBOULDERS AT EACHEND OF BULKHEADMEDIUM BOULDER (TYP)LARGE BOULDER (TYP)20'-0"8'-0"8 X 8 BULKHEADSTONE BOULDER WALL;MAX. HEIGHT 3'; MAX SLOPE1:1FINISHEDGRADEFINISHEDGRADEFINISHED GRADEAT SIDE OF WALLBOULDER WALLSCALE 3/4" = 1' - 0"BOULDER PLACEMENT AT BRIDGE AND STREAM (TYPICAL)NTSILLUSTRATIVE STREAM CROSSING SECTIONSCALE 1/2" = 1' - 0"21151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
ENGI NEER I NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTER SPNUMBER: #SP-20-664HACKWOODS - SVWC
LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT
CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA8/31/2021PDM2039AS SHOWNKEY PLANQUAD 4
678910No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
M
MOCLI
CENSEDLANDSCAPEARC
H
ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
M
MOCLI
CENSEDLANDSCAPEARC
H
ITECT8/31/2021Rev. No.DateSTREAM DETAILS
L4.033
FSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWFSWNYLOPLAST
DUCTIL
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N
DO NOT POLLUTE DRA
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NYLOPLA
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NYLOPLASTDUCTILE IRON
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NYLOPLAST DUCTILE IRON
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ERWAYSPHASE 1
PHASE 2
( IN FEET )
GRAPHIC SCALE NORTH
1 inch = 30 ft.
30 15 30 600 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #03-21
CITY OF WINCHESTER SP
NUMBER: #SP-20-664HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA8/31/2021
PDM
2039
AS SHOWN
KEY PLAN
QUAD 4
6 7 8
910
No.
PHILLIP DEAN MERRITT
0406 000978 AINIGRI
V
FOHTLAEWNOMMOC
LICENS
ED
LANDSCA P E A R CHITECTNo.
PHILLIP DEAN MERRITT
0406 000978 AINIGRI
V
FOHTLAEWNOMMOC
LICENS
ED
LANDSCA P E A R CHITECT8/31/2021
Rev. No.DateMATCHLINE - SEE SHEET L5.01L5.00
L5.01
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806 808810814812810808808810812814804806816814812810808806818818 805804 806804814814
( IN FEET )GRAPHIC SCALENORTH1 inch = 30 ft.301530600151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
ENGI NEER I NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTER SPNUMBER: #SP-20-664HACKWOODS - SVWC
LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT
CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA8/31/2021PDM2039AS SHOWNKEY PLANQUAD 4
678910No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
M
MOCLI
CENSEDLANDSCAPEARC
H
ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
M
MOCLI
CENSEDLANDSCAPEARC
H
ITECT8/31/2021Rev. No.DateMATCHLINE - SEE SHEET L5.00
L5.01SOILS LEGEND12" TOPSOIL DEPTH (SHRUB & PERENNIAL BED)6" TOPSOIL DEPTH (LAWN)INSTALL SOIL TO DEPTH SHOWN IN DETAILS A & BON SHEET L6.12 (TREES)WETLANDS / PERENNIAL MIXGRASS PAVE SOILS MIX *PER MANUFACTURER'SSPECIFICATIONSL5.01SOILS PLAN - SOUTH
VILLA5VILLA4VILLA3VILLA 2VILLA1VILLA10VILLA6VILLA7VILLA9VILLA8FUTURE PHASE OFDEVELOPMENT100'-0"TYPE CRESIDENTIALSEPARATIONBUFFER 50'-0"TYPE BRESIDENTIALSEPARATIONBUFFERF O X D R I V EL A N N YD R I V EB O L D R O C K D R I V EF E L D S P A R C O U R TB O L D R O C K D R I V ET R A V E R T I N EW A Y( IN FEET )GRAPHIC SCALENORTH1 inch = 60 ft.6030601200FREDERICK COUNTY
VARIABLE WIDTHLANDSCAPE BUFFERPER PUDLANDSCAPEDNATURE TRAILLANDSCAPED PARKOPEN AIRPAVILIONMULTI-USE LAWNEX TREE CANOPY TOREMAIN TYP.CITY OF WINCHESTER
FREDERICK COUNTY
CITY OF WINCHESTERSHEET L6.02SHEET L6.03SHEET L6.04SHEET L6.05PROJECT INFO - CITY OF WINCHESTERPROPERTY ZONING: LR LOW DENSITY RESIDENTIAL DISTRICT W/PUD OVERLAYADJACENT PROPERTIES ZONING: LR LOW DENSITY RESIDENTIALDISTRICTAPPLICABLE ORDINANCES:SEC. 13-1-6.1 REQUIRED COMMON OPEN SPACESEC. 13.1-17 OFF-STREET PARKINGSEC. 19-5-6 LANDSCAPINGLANDSCAPE REQUIREMENTS13.1-17 a.: ALL PARKING SCREENED FROM STREET VIEW BYLANDSCAPING, FENCES OR WALLS AS REQUIRED19-5-6.1: OPEN SPACE REQUIRED: 45% OPEN SPACE PROVIDED: 64%19-5-6.2: N/A19-5-6.3: N/A19-5-6.4 a.: LANDSCAPED AREA ADJACENT TO R.O.W. PROVIDEDWITH 2-1/2" CALIPER TREE AT 35' O.C.19-5-6.4 b.: N/A19-5-6.4 c.: ONE TREE PER 2,000 S.F. MIN. FOR INTERIOR PARKINGAND ROADS. THERE ARE 64,070 S.F. OF PROPOSED INTERIORROADS & PARKING - 32 TREES REQUIRED AND PROVIDED19-5-6.4 d.: BUFFER SCREENING: PER REZONING DOCUMENTS, INCLEARED AREAS, A SINGLE ROW OF EVERGREEN TREES SPACEDAT 4' WITH MIN. 5' HT. ARE PROVIDED.19-5-6.4 e.: TREES FOR BUILDING HEIGHT: EXISTING TREES TOREMAIN TO COUNT TOWARDS REQUIREMENTS OF THIS SECTION.19-5-6.4 f.: ALL LANDSCAPED AREAS TO BE LANDSCAPED WITHGROUNDCOVER OR MULCH AS REQUIRED.19-5-6.4 g.: PROVIDED RECREATIONAL AREAS INCLUDE ITEMSLISTED BELOW TO MEET 20% MINIMUM REQUIREMENT. 1. 26% (1.4 AC.) OF OPEN SPACE IS DESIGNATED AS LANDSCAPEDNATURE AREAS WITH PAVED WALKING PATHS (STORM WATERPOND S.F. NOT INCLUDED). REFER TO ATTACHED DESIGNDEVELOPMENT DRAWINGS FOR PLANNED LANDSCAPING INTHOSE AREAS.19-5-6.4 h.: LANDSCAPE PLAN PROVIDED AS REQUIRED. MIN TREESIZE: 2" CALIPER.19-5-6.4 i.: FOUNDATION PLANTING PROVIDED BETWEEN OFFSTREET PARKING AND STREET AS REQUIRED. REFER TO L6.07 FORTYPICAL SCREENING PLANTINGS.19-5-6.4 j.: LANDSCAPE SHALL BE MAINTAINED BY OWNER ASREQUIRED.ADDITIONAL REZONING LANDSCAPE PROVISIONSTHE FOX DRIVE STREETSCAPE AUGMENTED WITH ACCENTPLANTINGSTHE PRIMARY ENTRANCE OFF FOX DRIVE WILL BE AUGMENTEDWITH SHADE TREES, ORNAMENTAL TREES AND SHRUB BEDS.WINCHESTER OPEN SPACE CALCULATIONSROADWAY0.97 AC10%MULTIFAMILY3.05 AC32%OPEN SPACE5.40 AC58%TOTALS9.42 AC100%PROJECT INFO - FREDERICK COUNTYPROPERTY ZONING: MULTIFAMILYADJACENT PROPERTIES ZONING: RPAPPLICABLE ORDINANCES:165-202.01 OFF STREET PARKING165-203.01 BUFFERS AND LANDSCAPING165-402.07 RP OPEN SPACE REQUIREMENTSLANDSCAPE REQUIREMENTS165-202.01D. (13) (a): A MINIMUM OF ONE TREE PER EVERY 2,000 S.F. OFIMPERVIOUS PARKING IS PROVIDED AS REQUIRED. SEE TYPICAL VILLAPLANTING PLAN FOR DETAILS.TOTAL IMPERVIOUS PARKING: 43,000TOTAL TREES REQUIRED 22TOTAL TREES PROVIDED: 37165-202.01D. (13) (b): A MINIMUM OF 5% OF PARKING LOT INTERIOR ISLANDSCAPED AS REQUIRED. SEE TYPICAL VILLA PLANTING PLAN FOR DETAILS.TOTAL PARKING SPACES: 73TOTAL INTERIOR PARKING LOT SHADE TREES REQUIRED 8 (1 PER 10 SPACESREQUIRED).TOTAL INTERIOR PARKING LOT SHADE TREES PROVIDED: 12165-203.01A (1): STREET TREES PROVIDED ALONG FOX DRIVE AT 1 TREE PER 35'WITH MIN. 2 1/2" CALIPER.165-203.01A (2) (a): ORNAMENTAL LANDSCAPING PROVIDED AT VILLAS ASREQUIRED (LOT TYPE L - AGE-RESTRICTED MULTIFAMILY HOUSING). SEE SHEETL5.01 FOR TYPICAL VILLA PLANTING PLAN.1 ORNAMENTAL TREE PER 2 UNITS AND 3 SHRUBS PER PER 2 UNITSTOTAL UNITS: 60ORNAMENTAL TREES REQUIRED 30ORNAMENTAL TREES TREES PROVIDED: 30SHRUBS REQUIRED: 90SHRUBS PROVIDED: 90+::165-203.01A (3): EXISTING TREE CANOPY MEETS PUD REZONINGREQUIREMENTS.165-203.01B (1): PLANT SELECTIONS FOR REQUIRED PLANTINGS SELECTEDFROM LIST OF ACCEPTABLE TREES AND SHRUBS.165-203.01B (2): ALL REQUIRED TREES SHALL MEET SPECIFICATIONS ANDPROCEDURES ESTABLISHED BY THE AMERICAN NURSERY AND LANDSCAPEASSOCIATION. DECIDUOUS TREES ARE A MIN. OF 1 1/4" CALIPER.STREET TREES ALONG FOX DRIVE ARE 2-1/2" CALIPER.165-203.01B (3): LANDSCAPE SHALL BE MAINTAINED BY OWNER AS REQUIRED.165-203.01C: EX TREE CREDITS - N/A. ALL REQUIRED LANDSCAPING REQUIREDTO MEET SEC. 165-203.01 WILL BE IN ADDITION TO ANY EXISTING TREES THATARE PRESERVED.165-203.02: BUFFER REQUIREMENTS TO BE MET BY PRESERVATION OF MATURECANOPY ALONG PROPERTY LINES AUGMENTED WITH ADDITIONAL PLANTINGSAS SHOWN ON PLANS.SCREEN 'A' - 80 L.F.PLANTS REQUIRED: 8 EVERGREEN TREES, 8 DECIDUOUS TREES AND 8 SHRUBSPLANTS PROVIDED: 8 EVERGREEN TREES, 8 DECIDUOUS TREES, AND 8 SHRUBSOPAQUE HEDGE FOR FULL SCREEN REQUIREMENT: 36 SIX FEET SHRUBSSCREEN 'B' - 60 L.F.EXISTING ESTABLISHED TREES TO MEET TREE REQUIREMENTOPAQUE SCREEN FOR FULL SCREEN REQUIREMENT: A DOUBLE ROW OFEVERGREEN TREESTREES REQUIRED: 12TREES PROVIDED:13SCREEN 'C' - 230 L.F.EXISTING ESTABLISHED TREES TO MEET TREE REQUIREMENTOPAQUE SCREEN FOR FULL SCREEN REQUIREMENT: A DOUBLE ROW OF 50EVERGREEN TREESSCREEN 'D' - 260 L.F.EXISTING ESTABLISHED TREES TO MEET TREE REQUIREMENTOPAQUE HEDGE FOR FULL SCREEN REQUIREMENT: 50 SIX FOOT SHRUBSTREES REQUIRED:46TREES PROVIDED: 46165-402.07A: OPEN SPACE REQUIRED: 30%. OPEN SPACE PROVIDED: 30%165-402.08: RECREATIONAL UNITS REQUIRED: 58 UNITS / 30 = 1.93 REC. UNITS.PROVIDED RECREATIONAL AREAS MEETING THE INTENT OF THE ORDINANCEINCLUDE ITEMS LISTED BELOW. REFER TO ATTACHED DESIGN DEVELOPMENTDRAWINGS FOR PLANNED LANDSCAPING.1.27,000 S.F. OF LANDSCAPED PARK WITH PAVED PATHS AND MULTI-USELAWNADDITIONAL REZONING LANDSCAPE PROVISIONS 1. FOX DRIVE STREETSCAPE AUGMENTED WITH ACCENT PLANTINGS 2. THE PRIMARY ENTRANCE OFF FOX DRIVE WILL BE AUGMENTED WITHSHADE TREES, ORNAMENTAL TREES AND SHRUB BEDS.FREDERICK COUNTY OPEN SPACE CALCULATIONSROADWAY1.16 AC10%MULTIFAMILY6.99 AC60%OPEN SPACE3.5 AC30%TOTALS11.65 AC100%LANDSCAPE CALCULATIONS:CONC STEPSTYP.PEDESTRIANBRIDGE TYP.PHASE 1PHASE 2151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
ENGI NEERI NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTERSP NUMBER: SP-20-664SITE PLANRev. No.Date88/9/2022HACKWOODS - SVWC
LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT
CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 30'L6.0012/07/2020PM20398/18/2022No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
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M
MOCLI
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( IN FEET )GRAPHIC SCALENORTH1 inch = 20 ft.201020400TURFSTRIPTURF STRIPHVACTYP.SIDEWALK TYP.151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
ENGI NEERI NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTERSP NUMBER: SP-20-664Rev. No.Date88/9/2022HACKWOODS - SVWC
LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT
CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 30'12/07/2020PM2039KEY PLANQUAD 4
234156789108/18/2022No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
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35'-0" BRL
FESCUE TURFWILDFLOWEREX. TREE CANOPYNATIVE GRASS/SYMBOLS BELOW INDICATE PLANNEDPLANTINGS BY OWNER OVER AND ABOVEMINIMUM REQUIREMENTS.SEED MIX1 GAL. PERENNIALRAIN GARDENMIXSEED MIXWET MEADOWPLANT LEGENDZOYSIA TURF- ELLIPSE ONLY1 GAL. PERENNIALPARKMIXMATCHLINE - SEE SHEET L6.01MATCHLINE - SEE SHEET L6.04
( IN FEET )GRAPHIC SCALENORTH1 inch = 20 ft.201020400151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
ENGI NEERI NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTERSP NUMBER: SP-20-664Rev. No.Date88/9/2022HACKWOODS - SVWC
LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT
CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 30'12/07/2020PM2039KEY PLANQUAD 4
234156789108/18/2022No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
M
MOCLI
CENSEDLANDSCAPEARCH
ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
M
MOCLI
CENSEDLANDSCAPEARCH
ITECT TURFSTRIPL6.02MINIMUM PLANTING PLAN NORTH END 2
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BUFFERVILLA 5SEE SHEET L6.07 FORTYPICAL VILLAPLANTING PLANVILLA 6SEE SHEET L6.07 FORTYPICAL VILLA PLANTINGPLANPUMPHOUSEMECHANICALROUNDABOUTPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPAVILIONPORCHPATIOEX. VEGETATION TO REMAIN& FULFILL BUFFER REQ.FUTURE BEDLINEPARKINGTRAVERTINE WAYPHASE 1PHASE 21 PINK DOGWOOD1 PINK DOGWOOD8 WAX MYRTLE1 PAWPAW2 LOBLOLLY PINE200 ST. JOHN'S WORT18 'HEAVY METALSWITCHGRASS13 BOXWOOD 'BUDDY'5 FOTHERGILLA5 DIERVILLA 'KODIAK BLACK'5 AMERICAN HOLLY6' O.C.9 'HETZII COLUMNARIS'JUNIPER6' O.C.9 PRAGUE VIBURNUM10 WAX MYRTLE 6' O.C.3 'HETZII COLUMNARIS'JUNIPER3' O.C.1 WHITE PINE2 AMERICAN HOLLY9 PRAGUE VIBURNUM5 AMERICAN HOLLY6' O.C.UTILITY EASEMENT3 YELLOWWOOD10 JUNIPER 'AMIDAK'1 FLOWERING DOGWOOD1 BLACKHAW2 DISTYLIUM 'COPPERTONE'16 COTONEASTER7 DIERVILLA 'KODIAK BLACK'9 SILKY DOGWOOD5 ALLEGHENY VIBURNUM20 SUMAC 'GRO-LOW'1 BLACK GUM2 WAX MYRTLE4 BLUE ARROW JUNIPER1 WAX MYRTLE1 BLACKHAWLAWNLAWNHVACTYP.HVAC3 VIBURNUM 'BLUE MUFFIN1 OVERCUP OAK1 INKBERRYDENSABOLD ROCKDRIVEBOLD ROCKDRIVE1 SOURWOOD4 TULIP POPLAR4 TULIP POPLAR1 SOURWOOD2 BLACK GUM1 BLACK GUM100 ST. JOHN'S WORTLIGHTTYP.FESCUE TURFWILDFLOWEREX. TREE CANOPYNATIVE GRASS/SYMBOLS BELOW INDICATE PLANNEDPLANTINGS BY OWNER OVER AND ABOVEMINIMUM REQUIREMENTS.SEED MIX1 GAL. PERENNIALRAIN GARDENMIXSEED MIXWET MEADOWPLANT LEGENDZOYSIA TURF- ELLIPSE ONLY1 GAL. PERENNIALPARKMIXMATCHLINE - SEE SHEET L6.05
( IN FEET )GRAPHIC SCALENORTH1 inch = 20 ft.201020400151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
ENGI NEERI NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTERSP NUMBER: SP-20-664Rev. No.Date88/9/2022HACKWOODS - SVWC
LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT
CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 30'12/07/2020PM2039KEY PLANQUAD 4
234156789108/18/2022No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
M
MOCLI
CENSEDLANDSCAPEARCH
ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
M
MOCLI
CENSEDLANDSCAPEARCH
ITECT
MATCHLINE - SEE SHEET L6.01
MATCHLINE - SEE SHEET L6.04L6.03MINIMUM PLANTING PLAN ROUNDABOUT SCREEN 'D' - 260 LFOPAQUE 6' HEDGEFOR FULL SCREENREQUIREMENT
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20'-0"LANDSCAPEBUFFER VILLA 1SEE SHEETL6.07 FORTYPICALVILLAPLANTINGPLANPARKINGPARKINGPARKINGPARKINGPARKINGELLIPSEPORCHPATIOASPHALT PATHPARKINGPHASE 1PHASE 2PHASE 1PHASE 2PHASE 2PHASE 11 KOUSA DOGWOOD1 WAX MYRTLE8 CLETHRA 'RUBY SPICE'5 TULIP POPLAR3 INKBERRY5 RHODODENDRON5 LOBLOLLY PINE5 INKBERRY7 BOTTLEBRUSH BUCKEYE7 BOTTLEBRUSH BUCKEYE18 SWEETSPIRE1 LOBLOLLY3 SILVERBELL1 LOBLOLLY1 BLACKHAW7 RHODODENDRON16 SWEETSPIRE'LITTLE HENRY'1 PINK DOGWOOD4 WHITE CLETHRA7 COTONEASTER2 FLOWERING DOGWOOD7 SWEETSPIRE'LITTLE HENRY'1 PINK DOGWOOD3 INKBERRY28 SWEETSPIRE'LITTLE HENRY'9 NINEBARK250 ST. JOHN'S WORT450 ST. JOHN'S WORT6 INKBERRY 'DENSA'17 SWITCHGRASS 'HEAVY METAL'6 DIERVILLA'KODIAK BLACK'6 CLETHRA 'HUMMINGBIRD'1 SILVERBELL7 CALYCANTHUS6 VIBURNUM 'BLUE MUFFIN2 CRYPTOMERIA15 LITTLE HENRY SWEETSPIRE15 LITTLE HENRY SWEETSPIRE15 LITTLE HENRY SWEETSPIRE9 ROBIN RED HOLLY9 ROBIN RED HOLLY9 ROBIN RED HOLLYI YELLOW SAUCER MAGNOLIA1 EASTERN RED CEDAR2 KOUSA DOGWOOD2 CRYPTOMERIA1 KOUSA DOGWOOD1 CRYPTOMERIA1 CRYPTOMERIA1 EASTERN RED CEDAR1 YELLOW SAUCER MAGNOLIA1 CRYPTOMERIA13 BASSWOOD @ 35' O.C.UTILITY EASEMENT9 FOTHERGILLA5 FOTHERGILLA9 ROBIN RED HOLLY1 BLACKHAW6 BASSWOOD9 ROBIN RED HOLLY1 KOUSA DOGWOOD1 CRYPTOMERIA1 WHITE PINE1 OVERCUP OAK3 RED CEDAR8 WAX MYRTLE5 WAX MYRTLE3 ARROWWOOD2 AMERICAN HOLLY5 WAX MYRTLE3 WHITE PINE3 ARROWWOOD5 WAX MYRTLE3 ARROWOOD8 PINK CLETHRA1 WHITE PINE7 PINK CLETHRA11 SWEETSPIRE1 OVERCUP OAK2 OVERCUP OAK4 RED MAPLE15 LITTLE HENRY SWEETSPIRE1 EASTERNRED CEDAR1 SOURWOOD19 ALLEGHENY VIBURNUM1 BLACKHAW1 YELLOWWOOD4 WAX MYRTLEFUTUREPLANTINGBEDFUTUREPLANTINGBEDFUTUREPLANTINGBEDFUTUREPLANTINGBEDFUTUREPLANTINGBEDASPHALT PATH2 'HAPPIDAZE'SWEET GUM3 'HAPPIDAZE'SWEET GUM2 'HAPPIDAZE'SWEET GUM3 WHITE CLETHRAHVACTYP.FESCUE TURFWILDFLOWEREX. TREE CANOPYNATIVE GRASS/SYMBOLS BELOW INDICATE PLANNEDPLANTINGS BY OWNER OVER AND ABOVEMINIMUM REQUIREMENTS.SEED MIX1 GAL. PERENNIALRAIN GARDENMIXSEED MIXWET MEADOWPLANT LEGENDZOYSIA TURF- ELLIPSE ONLY1 GAL. PERENNIALPARKMIXMATCHLINE - SEE SHEET L6.06
( IN FEET )GRAPHIC SCALENORTH1 inch = 20 ft.201020400151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
ENGI NEERI NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTERSP NUMBER: SP-20-664Rev. No.Date88/9/2022HACKWOODS - SVWC
LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT
CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 30'12/07/2020PM2039KEY PLANQUAD 4
234156789108/18/2022No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
M
MOCLI
CENSEDLANDSCAPEARCH
ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
M
MOCLI
CENSEDLANDSCAPEARCH
ITECT MATCHLINE - SEE SHEET L6.03MATCHLINE - SEE SHEET L6.02
F O X D R I V EL6.04MINIMUM PLANTING PLAN PARK AND ELLIPSE
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UTILITY EASEMENT25'-0" EX
LANDSCAPE
BUFFERPARKINGVILLA 7SEE SHEET L6.07 FORTYPICAL VILLA PLANTINGPLANVILLA 8SEE SHEET L6.07 FORTYPICAL VILLA PLANTINGPLANVILLA 9SEE SHEET L6.07 FORTYPICAL VILLA PLANTINGPLANVILLA 10SEE SHEET L6.07 FORTYPICAL VILLA PLANTINGPLANGENERATORENCLOSUREPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPARKINGPORCHPATIOPORCHPATIOPORCHPATIOPORCHPATIOEX. VEGETATION TO REMAIN& FULFILL BUFFER REQ.HVACBOLD ROCKDRIVEFELDSPARCOURTPHASE 1PHASE 23 SILKY DOGWOOD200 ST. JOHN'S WORT13 BOXWOOD 'BUDDY'5 DIERVILLA 'KODIAK BLACK'3 'HETZII COLUMNARIS'5 EASTERN RED CEDAR5 CRYPTOMERIA5 PINUS STROBUSWHITE PINE13 SCARLET OAK11 OVERCUP OAK9 SUGAR MAPLE8 WAX MYRTLE 6' O.C.5 'HETZII COLUMNARIS'JUNIPER 6' O.C.9 'HETZII COLUMNARIS'JUNIPER 6' O.C.5 CRYPTOMERIA9 PRAGUE VIBURNUM9 AMERICAN HOLLY6' O.C.5 AMERICAN HOLLY6' O.C.9 'HETZII COLUMNARIS'JUNIPER 6' O.C.9 PRAGUE VIBURNUM5 AMERICAN HOLLY6' O.C.6 'HETZII COLUMNARIS' JUNIPER6' O.C.UTILITY EASEMENTUTILITY EASEMENTUTILITYEASEMENT1 SOURWOOD8 INKBERRY5 PINK CLETHRA1 SOURWOOD1 LOBLOLLY PINE1 BLACK GUM1 SWEETBAY MAGNOLIA3 SILKY DOGWOOD6 'LITTLE HENRY'SWEETSPIRE1 RED MAPLE1 LOBLOLLY PINE2 RIVER BIRCH1 RIVER BIRCH4 SWEETBAYMAGNOLIA1 RIVER BIRCH1 BLACKHAW1 SWEETBAYFUTURE RAINGARDENLIGHT POLETYP.GENERATORENCLOSUREHVAC TYP.GENERATORENCLOSURELIGHT TYP.TRANSFORMERFESCUE TURFWILDFLOWEREX. TREE CANOPYNATIVE GRASS/SYMBOLS BELOW INDICATE PLANNEDPLANTINGS BY OWNER OVER AND ABOVEMINIMUM REQUIREMENTS.SEED MIX1 GAL. PERENNIALRAIN GARDENMIXSEED MIXWET MEADOWPLANT LEGENDZOYSIA TURF- ELLIPSE ONLY1 GAL. PERENNIALPARKMIX( IN FEET )GRAPHIC SCALENORTH1 inch = 20 ft.201020400151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
ENGI NEERI NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTERSP NUMBER: SP-20-664Rev. No.Date88/9/2022HACKWOODS - SVWC
LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT
CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 30'12/07/2020PM2039KEY PLANQUAD 4
234156789108/18/2022No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
M
MOCLI
CENSEDLANDSCAPEARCH
ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
M
MOCLI
CENSEDLANDSCAPEARCH
ITECT
MATCHLINE - SEE SHEET L6.03
MATCHLINE - SEE SHEET L6.06MATCHLINE - SEE SHEET L6.07
L6.05MINIMUM PLANTING PLAN VILLAS 7-10
810804802806808812814816818804802800798796804802800810812814816818820818808 814812810808818818 805806804814
8108
1
2818812806808810
8
1
2
8
1
0
792
799.5
798.5
796
794
798792799.5798.57967947987
9
2
7
9
9
.
5
7
9
8
.
5
7
9
6
7
9
4
7
9
8808806810812814806808
806
810816818
8
0
8 802804805796800802802.5802.7801804802804805800805800799.5798.5798799.5798.5798798796800800798796806804802800 798804802
804
802 798.5798.78018018018
0
0
8
0
2
8
0
4
8
0
6
8
0
8
792
799.5
798.5
796
794
7988068048028008
0
6 808810812814816818820818808 814812810808818818 805806804814
8108
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8
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799.5
798.5
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9
2
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5
7
9
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5
7
9
6
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4
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8808806810812814806808
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8
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8 802804805796800802802.5802.7801804802804805800805800799.5798.5798799.5798.5798798796800800798796806804802800 798804802
804
802 798.5798.78018018018
0
0
8
0
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4
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6
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799.5
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7988068048028008
0
6 808GSSS WWWWWWWWWWWWWWWW W W
W
W
W
W
W
W
W
W
W
W
W
W
W UTILITY EASEMENTUTILITYEASEMENT20'-0"
LANDSCAPE
BUFFER
POND 2PHASE 1PHASE 2NORMAL WATERLEVEL, TYP.BOULDERS TYPICAL32 DWF PLUM YEW5 WILLOW OAKSEASONAL COLORSEASONALCOLOR8 DISTYLIUM24 SUNSHINELIGUSTRUM8 DISTYLIUM3 SILKY DOGWOOD1 BALD CYPRESS3 SWEETBAYMAGNOLIA1 BALD CYPRESS1 BALD CYPRESS6 PINK CLETHRA23 INKBERRY11 PINK CLETHRA1 WAX MYRTLE7 SILKY DOGWOOD3 SILKYDOGWOOD8 INKBERRY3 BUTTONBUSH7 SWEETSPIRE11 INKBERRY1 RIVER BIRCH1 WAX MYRTLE13 SWEETSPIRE1 RED MAPLE29 DWF PLUM YEW18 SUNSHINELIGUSTRUM3 HIGAN CHERRY15LITTLE HENRY SWEETSPIRE15 LITTLE HENRY SWEETSPIRE9 ROBIN RED HOLLY9 ROBIN RED HOLLY2 CRYPTOMERIA20 MAJESTIC JADE LAUREL2 KOUSA DOGWOOD2 CRYPTOMERIA1 KOUSA DOGWOOD2 CRYPTOMERIA1 KOUSA DOGWOODOVERHEADUTILITY3 BASSWOOD @ 35' O.C.20 MAJESTIC JADE LAUREL7 EDWARD GOUCHER ABELIA20' UTILITYEASEMENT8 INKBERRY5 PINK CLETHRA1 SOURWOOD1 LOBLOLLY PINE1 BLACK GUM1 SWEETBAY MAGNOLIA7 EDWARD GOUCHER ABELIA1 RIVER BIRCH1 RIVER BIRCH2 SWEETGUM7 LITTLE HENRY SWEETSPIRE6 INKBERRY6 CLETHRA 'RUBY'26 LITTLE HENRY SWEETSPIRE3 SILKY DOGWOOD3 RIVER BIRCH1 SWEETBAY MAGNOLIA1 SWEETGUM3 SWEETBAY MAGNOLIA10 INKBERRY5 WAX MYRTLE3 INKBERRY1 SILKY DOGWOOD5 INKBERRY1 SILKY DOGWOOD9 LITTLE HENRYSWEETSPIRE6 LITTLE HENRY SWEETSPIRE6 INKBERRY1 BUTTONBUSH1 SILKY DOGWOOD9 INKBERRY1 SILKY DOGWOOD2 SILKY DOGWOOD4 INKBERRY4 INKBERRY6 INKBERRY5 PINK CLETHRA6 PINK CLETHRA1 BUTTONBUSH17 INKBERRY7 INKBERRY1 BLACKHAW5 WILLOW OAK6 BASSWOOD@ 35' O.C.15 LITTLE HENRY SWEETSPIRE9 ROBIN RED HOLLY1 KOUSA DOGWOOD1 CRYPTOMERIA5 BUTTONBUSH1 BALD CYPRESS3 SWEETBAYMAGNOLIA1 BALDCYPRESS1 BLACKGUM1 SWAMPCHESTNUTOAK1 LOBLOLLY PINE11 INKBERRY10 INKBERRY4 BUTTONBUSH3 SPICEBUSH4 'LITTLE HENRY' SWEETSPIRE3 BUTTONBUSH6 PINK CLETHRA5 LITTLE HENRYSWEETSPIRE9 INKBERRY9 BUTTONBUSH3 SWEETBAY MAGNOLIA3 PINK CLETHRA2 SILKY DOGWOOD9 PINK CLETHRA3 SPICEBUSH6 'LITTLE HENRY'SWEETSPIRE16 INKBERRY8 SILKY DOGWOOD3 INKBERRY1 WHITE PINE1 OVERCUP OAK3 RED CEDAR8 WAX MYRTLE5 WAX MYRTLE3 ARROWWOODVIBURNUM2 AMERICAN HOLLY1 AMERICANHOLLY5 WAX MYRTLE3 WHITE PINE3 ARROWWOODVIBURNUM5 WAX MYRTLE3 ARROWOODVIBURNUM8 PINK CLETHRA12 SWEETSPIRE8 PINK CLETHRA1 WHITE PINE7 PINK CLETHRA1 WAX MYRTLE11 SWEETSPIRE4 BLACK GUM5 CALYCANTHUS1 OVERCUP OAK2 OVERCUP OAK1 SWEETGUM1 RED MAPLE4 RED MAPLE1 SWEETBAY MAGNOLIA3 SILKY DOGWOOD1 SILKY DOGWOOD1 LOBLOLLY PINE2 SWAMP WHITE OAK3 SPICEBUSH7 LITTLE HENRY SWEETSPIRE3 LITTLE HENRY SWEETSPIRE1 CRYPTOMERIA1 SWAMP WHITE OAK1 SWEETBAY MAGNOLIA3 HIGAN CHERRYB
O
L
D
R
O
C
K
D
R
I
V
E
3 BUTTONBUSH3 BUTTONBUSH1 SUGAR MAPLE1 BLACKGUM3 SWAMP WHITE OAK2 RIVER BIRCH1 RIVER BIRCHASPHALT PATHZONE 1ZONE 2ZONE 3ZONE 1 (6" TO 12" BELOW WATER LEVEL)WATER WEED (34%)POND WEED (33%)WILD CELERY (33%)ZONE 2 (0" TO 6" BELOW WATER LEVEL)ARROW ARUM (20%)PICKEREL WEED (20%)WILD RICE (20%)BROAD-LEAF ARROWHEAD (20%)COMMON THREE SQUARE (20%)BMP PLUGS AND WET MEADOW SEED MIXZONE 3 (0" TO 12" ABOVE WATER LEVEL)SWEET FLAG (15%)SOFTSTEM BULRUSH (14%)COMMON RUSH (14%)CARDINAL FLOWER (14%)BLUEFLAG IRIS (15%)SWAMP MILKWEED (14%)TURTLEHEAD (14%)*NOTE - OVERSEED ZONE 3WITH WET MEADOW SEED MIXFESCUE TURFWILDFLOWEREX. TREE CANOPYNATIVE GRASS/SYMBOLS BELOW INDICATE PLANNEDPLANTINGS BY OWNER OVER AND ABOVEMINIMUM REQUIREMENTS.SEED MIXPLANT LEGENDZOYSIA TURF- ELLIPSE ONLY1 GAL. PERENNIALRAIN GARDENMIXSEED MIXWET MEADOW1 GAL. PERENNIALPARKMIXMATCHLINE - SEE SHEET L6.07( IN FEET )GRAPHIC SCALENORTH1 inch = 20 ft.201020400151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
ENGI NEERI NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTERSP NUMBER: SP-20-664Rev. No.Date88/9/2022HACKWOODS - SVWC
LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT
CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 30'12/07/2020PM2039KEY PLANQUAD 4
234156789108/18/2022No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
M
MOCLI
CENSEDLANDSCAPEARCH
ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
M
MOCLI
CENSEDLANDSCAPEARCH
ITECT MATCHLINE - SEE SHEET L6.05MATCHLINE - SEE SHEET L6.04
F O X D R I V E1 LOBLOLLY PINE16 SHENANDOAHSWITCHGRASS1 SWEETBAY MAGNOLIA7 SILKY DOGWOOD6 PINK CLETHRA5 INKBERRY1 LOBLOLLY PINEL6.06MINIMUM PLANTING PLAN ENTRANCE AND MEADOW
800798802804806 808810 812814816818822796794820808 810 812 814 816 818 802804810820 812814816818820822824826828812812796798806806804802800802804804806800794808810812814816818802804810820 812814816818820822824826828812812796798806806804802800802804804806800794SSSWWWWWWW DO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYS DO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYSDO NOT POLLUTE DUCTILE IRONNYLOPLASTDRAINS TO WATERWAYSPARKING VARIABLE WIDTHEX TREE BUFFEREX. VEGETATION TO REMAIN& FULFILL BUFFER REQ.10 LITTLEHENRYSWEETSPIRE1 SILKYDOGWOOD5 CRYPTOMERIAUTILITYEASEMENT6 SILKY DOGWOOD1 WAX MYRTLE7 PINK CLETHRA14 SWEETSPIRE12 INKBERRY3 SWEETSPIRELANNY DRIVE1 RIVERBIRCH5 CRYPTOMERIA1 EX. CANOPY TREE5 EASTERN RED CEDAR5 WHITE SPRUCE1 EX. CANOPY TREE1 EX. CANOPY TREE1 EX. CANOPY TREE1 RED CEDAR5 WHITE PINE7 CRYPTOMERIA18 EMERALD ARBORVITAE@4' O.C.36 EMERALD4 WHITE SPRUCEFUTUREPLANTINGBEDFUTUREPLANTINGBEDFUTUREPLANTINGBED15' BRL25'-0" EXLANDSCAPEBUFFER
FESCUE TURFWILDFLOWEREX. TREE CANOPYNATIVE GRASS/SYMBOLS BELOW INDICATE PLANNEDPLANTINGS BY OWNER OVER AND ABOVEMINIMUM REQUIREMENTS.SEED MIX1 GAL. PERENNIALRAIN GARDENMIXSEED MIXWET MEADOWPLANT LEGENDZOYSIA TURF- ELLIPSE ONLY1 GAL. PERENNIALPARKMIX804802800798796794806799.5
798.5
80
4
800
802
804
806
806
804
802
800
798
796
799.5
798.5
794
799.5
798.5
80
4
800
802
804
806
806
804
802
800
798
796
799.5
798.5
794OVERHEADUTILITY
9 ROBIN RED HOLLY15 SWEETSPIREASPH
A
L
T
P
A
T
H
ASPH
A
L
T
P
A
T
H1 SWEETBAYMAGNOLIA3 SILKYDOGWOOD8 INKBERRY3 BUTTONBUSH10 LITTLEHENRYSWEETSPIRE1 SILKYDOGWOOD3 BUTTONBUSH5 SWEETSPIRE5 LITTLE HENRYSWEETSPIRE11 INKBERRY5 LITTLE HENRYSWEETSPIRE11 PINKCLETHRA9 SWEETSPIRE5 LITTLE HENRYSWEETSPIRE8 INKBERRY5 LITTLE HENRYSWEETSPIRE5 LITTLE HENRYSWEETSPIRE11 WHITECLETHRA9 INKBERRY3 BASSWOOD @ 35' O.C.36 EMERALDARBORVITAE@4' O.C.7 CRYPTOMERIA5 SOUTHERN MAGNOLIA36 EMERALD ARBORVITAE@4' O.C.15' BRL( IN FEET )GRAPHIC SCALENORTH1 inch = 20 ft.201020400151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
ENGI NEERI NGSHEET: DESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTYSP NUMBER: #03-21CITY OF WINCHESTERSP NUMBER: SP-20-664Rev. No.Date88/9/2022HACKWOODS - SVWC
LIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICT
CITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 30'12/07/2020PM2039KEY PLANQUAD 4
234156789108/18/2022No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
M
MOCLI
CENSEDLANDSCAPEARCH
ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO
M
MOCLI
CENSEDLANDSCAPEARCH
ITECT
MATCHLINE - SEE SHEET L6.06
MATCHLINE - SEE SHEET L6.05
L6.07MINIMUM PLANTING PLAN NORTH SOUTH BUFFER
1 AMELANCHIER 'AUTUMN BRILLIANCE'
SERVICEBERRY
3 BUXUS 'GREEN VELVET'
GREEN VELVET BOXWOOD
PERENNIALS
@ 18" O.C.
TYP.
3 BUXUS 'GREEN VELVET'
GREEN VELVET BOXWOOD
6 ABELIA 'RADIANCE'
RADIANCE ABELIA 3 ABELIA 'RADIANCE'
RADIENCE ABELIA
PERENNIALS
@ 18" O.C.
2 BUXUS 'GREEN VELVET'
GREEN VELVET BOXWOOD5 NANDINA 'GULFSTREAM'
GULFSTREAM NANDINA
9 ILEX CRENATA 'BENNETT'S COMPACTA'
JAPANESE HOLLY
5 ILEX CRENATA 'BENNETT'S COMPACTA'
JAPANESE HOLLY
5 AZALEA 'IMPERIAL QUEEN
PERENNIALS @
18" O.C.
5 AZALEA 'IMPERIAL QUEEN
5 ABELIA 'KALEIDOSCOPE'
KALEIDOSCOPE ABELIA
1 HYDRANGEA 'LITTLE LIME'
PEEGEE HYDRANGEA
1 HYDRANGEA 'LITTLE LIME'
PEEGEE HYDRANGEA
1 PRUNUS SUBHIRTELLA VAR. AUTUMNALIS
HIGAN CHERRY
1 PRUNUS SUBHIRTELLA VAR. AUTUMNALIS
HIGAN CHERRY
6 CEPHALOTAXUS HARRINGTONIA 'PROSTRATA'
DWARF PLUM YEW
PERENNIALS @
18" O.C.
PARKING
PARKING
PARKING
PORCH
PATIO
1 HYDRANGEA 'LITTLE LIME'
PEEGEE HYDRANGEA
1 THUJA 'EMERALD GREEN'
EMERALD GREEN ARBORVITAE
1 AMELANCHIER 'AUTUMN BRILLIANCE'
SERVICEBERRY
PERENNIALS
@ 18" O.C.
TURFTURF
TURF
TURF
TURF
FUTURE
PLANTINGS
FUTURE
PLANTINGS
FUTURE
PLANTINGS
FUTURE
PLANTINGS
GENERATOR
ENCLOSURE
TYPICAL VILLA
EX. TREE CANOPY
SYMBOLS BELOW INDICATE PLANNED
PLANTINGS BY OWNER OVER AND ABOVE
MINIMUM REQUIREMENTS.
Plant Legend
( IN FEET )
GRAPHIC SCALE NORTH
1 inch = 10 ft.
10 5 10 200
TYPICAL UNIT PLANTING: FREDERICK COUNTY REQUIREMENTS (165-203.01):
LOT TYPE I: 3 SHRUBS PER 2 UNITS & 1 ORNAMENTAL TREE PER 2 UNITS
- 10 UNITS
- REQ: 15 SHRUBS & 5 ORNAMENTAL TREES
- PROVIDED: +- 50 SHRUBS & 5 ORNAMENTAL TREES 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #03-21
CITY OF WINCHESTER
SP NUMBER: SP-20-664SITE PLANRev. No.Date
8 8/9/2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 30'
L6.00
12/07/2020
PM
2039
8/18/2022
No.
PHILLIP DEAN MERRITT
0406 000978 AINIGRI
V
FOHTLAEWNOMMOC
LICENS
E
D
LANDSCA P E A R CHITECTNo.
PHILLIP DEAN MERRITT
0406 000978 AINIGRI
V
FOHTLAEWNOMMOC
LICENS
E
D
LANDSCA P E A R CHITECTL6.08
1 1/8"
TYP.3"T.W. ELEV.=VARIES: SEE PLAN
B.W. ELEV.=VARIES: SEE PLAN
6"42" GUARDRAIL ANCHORED
IN 12" X 36" ROUND FOOTING
CONCRETE
SIDEWALK
3" SEGMENTAL WALL CAP;
SECURE WITH WATERPROOF
CONSTRUCTION ADHESIVE
SEGMENTAL RETAINING
WALL BLOCK
PROPOSED FINISH GRADE
COMPACTED SUBGRADE TO
95% PROCTOR DENSITY
REINFORCED BACKFILL
COMPACTED TO 95%
PROCTOR DENSITY
LIMITS OF EXCAVATION
FOR WALL GRID
4" PERF. DRAIN PIPE. TEE
OUT DRAINPIPE EVERY
50' MIN. THROUGH WALL
W/ WALL DRAIN PRO
WEEP DRAIN
REMOVE LIP FROM
BOTTOM ROW OF BLOCK
#21A FOOTING
GEOGRID TYP.
NOTES:
1. SEGMENTAL WALL GRIDS &
DESIGN SHALL BE INSTALLED PER
DESIGN CALCULATIONS OF
STRUCTURAL ENGINEER.
CONTRACTOR SHALL VERIFY
WITH STRUCTURAL ENGINEER
PRIOR TO START OF WALL
CONSTRUCTION.
2. WALL BLOCK TO BE HARINGTON
3" & 6" 3-PC WALL BY KEYSTONE
W/ MATCHING 3" X 10" WALL CAP
4" OF 3-5" RIVER ROCK
ON FILTER FABRIC
4" PERF. PIPE TO DAYLIGHT
1'-0"
1'-6"
2'-6"
WRAP STONE IN FILTER
FABRIC
PLANTING SOIL
#57 STONE
SEGMENTAL FREESTANDING
WALL BLOCK 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #03-21
CITY OF WINCHESTER
SP NUMBER: SP-20-664SITE PLANRev. No.Date
8 8/9/2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" = 30'
L6.00
12/07/2020
PM
2039
8/18/2022
No.
PHILLIP DEAN MERRITT
0406 000978 AINIGRI
V
FOHTLAEWNOMMOC
LICENS
E
D
LANDSCA P E A R CHITECTNo.
PHILLIP DEAN MERRITT
0406 000978 AINIGRI
V
FOHTLAEWNOMMOC
LICENS
E
D
LANDSCA P E A R CHITECTL6.08WALL DETAILS1
GUARDRAIL
N.T.S.2
SEGMENTAL RETAINING WALL SECTION
1" - 1'-0"
G
SLOPE PLANTING TREE STAKING DETAIL
NOT TO SCALE+18"REFER TO TREE STAKING
DETAIL A, THIS SHEET
PLANTING DETAILS
D
SHRUB PLANTING DETAIL
NOT TO SCALE
ALL PLANTS TO BE INSTALLED
SO THAT THE TOP OF THE
ROOTBALL IS AT THE SAME
GRADE AS ORIGINALLY GROWN
OR 1 OR 2 INCHES ABOVE
3" LAYER OF SHREDDED
HARDWOOD MULCH
BACKFILL PLANTING BED WITH
NATIVE SOIL EXCEPT IN AREAS
WITH HEAVY CLAY, EXCESSIVE
ROCKS OR CONSTRUCTION
DEBRIS BACKFILL WITH LOCAL
TOPSOIL
CUT AND REMOVE BURLAP
FROM THE TOP HALF OF THE
ROOTBALL. DO NOT REMOVE
BURLAP FROM BENEATH THE
ROOTBALL
TILL PLANTING BED TO A
DEPTH OF 12 INCHES
THROUGHOUT
SCARIFY
BOTTOM OF
PIT 3"
B
MULTI-STEM TREE PLANTING DETAIL
NOT TO SCALE
EQUAL EQUAL EQUAL
4" PERF.
CORRUGATED
PLASTIC PIPE
WITH CAP FLUSH
WITH MULCH
CUT AND REMOVE THE TOP
HALF OF ANY WIRE BASKETS
OR SPLIT THE BASKET DOWN
THE MIDDLE AND FOLD ONTO
THE BOTTOM OF THE
PLANTING PIT
EXCAVATE PLANTING PIT TO
A DEPTH EQUAL TO THE
DEPTH OF THE ROOTBALL
- TAPER EDGE OF PLANTING
PIT TO GRADE AS INDICATED
CUT AND REMOVE BURLAP
FROM TOP HALF OF
ROOTBALL
-REMOVE ALL TWINE AND
ROPE AROUND TRUNK AND
TOP OF ROOTBALL
BACKFILL PLANTING PIT WITH
NATIVE SOIL
- WHEN IN HEAVY CLAY, MIX
GOOD QUALITY TOPSOIL
WITH NATIVE SOIL
TOP OF ROOTBALL TO BE AT
OR SLIGHTLY ABOVE GRADE
-1 OR 2 INCHES MAX.
3" LAYER OF SHREDDED
HARDWOOD MULCH
-MOUNDED AT EDGE TO
FORM A SHALLOW SAUCER
MULTI STEMMED TREES TO
HAVE 3-5 TRUNKS OF SIMILAR
SIZE
TREE FORM PLANT MATERIAL
TO HAVE FULL SHAPE AS
SHOWN IN DETAIL
SCARIFY
BOTTOM OF
PIT 3"
E
GROUNDCOVER PLANTING BED DETAIL
NOT TO SCALE
PLAN
UNLESS OTHERWISE NOTED,
PLANT UP TO EXISTING DRIP LINE
OF ADJACENT SHRUBS
EDGE OF PLANTING BED
PLANT UNDER DRIP LINE OF
LIMBED UP SHRUBS AND TREES
STAGGER SPACING WHERE
POSSIBLE
EDGE OF BUILDING OR WALK
2" LAYER OF SHREDDED
HARDWOOD MULCH
ALL PLANTS SHALL INSTALLED SO
THAT TOP OF ROOT IS AT SAME
GRADE AS ORIGINALLY GROWN
TILL ALL PLANT BEDS TO A DEPTH
OF 12 INCHES AND BACKFILL WITH
NATIVE SOIL
-IN AREAS WITH HEAVY CLAY OR
ROCKY SOILS, AMEND WITH GOOD
QUALITY LOCAL TOPSOIL
-SEE SPECIFICATIONS
F
FLOWER BED PLANTING DETAIL
NOT TO SCALE
PLAN
EDGE OF PLANTING BED
STAGGERED PLANT SPACING
EDGE OF BUILDING OR WALK
1" LAYER OF SHREDDED
HARDWOOD MULCH
ALL PLANTS SHALL INSTALLED SO
THAT TOP OF ROOT IS AT SAME
GRADE AS ORIGINALLY GROWN
ADD 6" OF NEW TOPSOIL IN
ADDITION TO THE 6" TILLED BASE
FOR A 12" TOTAL DEPTH
TILL ALL PLANT BEDS TO A DEPTH
OF 6 INCHES AND BACKFILL WITH
NATIVE SOIL
-IN AREAS WITH HEAVY CLAY OR
ROCKY SOILS AMEND WITH GOOD
QUALITY LOCAL TOPSOIL
- SEE SPECIFICATIONS
C
EVERGREEN TREE STAKING DETAIL
NOT TO SCALE
PLAN
NO STAKING
REQUIRED
TREES 8'+TREES 6'-8'
TREES UNDER 6'
4" ~ PERFORATED
CORRUGATED
PLASTIC PIPE WITH
CAP FLUSH WITH
MULCH 5'-0"EQUAL EQUAL EQUAL
NO. 12 GAUGE GALVANIZED
WIRE GUYS
HARDWOOD STAKES 2x2x8'
LONG TO BE INSTALLED
OUTSIDE OF ROOTBALL
3" LAYER OF SHREDDED
HARDWOOD MULCH MOUNDED
AT EDGE TO FORM A SHALLOW
SAUCER
TOP OF ROOTBALL TO BE AT
OR SLIGHTLY ABOVE GRADE
-1 OR 2 INCHES MAXIMUM
CUT AND REMOVE BURLAP
FROM TOP HALF OF ROOTBALL
-REMOVE ALL TWINE AND ROPE
AROUND TRUNK AND TOP OF
ROOTBALL
BACKFILL PLANTING PIT WITH
NATIVE SOIL
-EXCEPT IN AREAS OF HEAVY
CLAY, ADD GOOD QUALITY
TOPSOIL TO NATIVE SOIL
EXCAVATE PLANTING PIT TO A
DEPTH EQUAL TO THE DEPTH OF
THE ROOTBALL
-TAPER EDGE OF PLANTING PIT
TO GRADE AS INDICATED
CUT AND REMOVE THE TOP
HALF OF ANY WIRE BASKETS OR
SPLIT THE BASKET DOWN THE
MIDDLE AND FOLD ONTO THE
BOTTOM OF THE PLANTING PIT.
PLACE ROOTBALL ON
UNDISTURBED SOIL & SCARIFY
BOTTOM OF PIT 3"
1/2" RUBBER HOSE - NEW
-12" LONG MIN.
A
DECIDUOUS TREE STAKING DETAIL
NOT TO SCALE
PLAN
EQUAL EQUAL EQUAL
4" PERF.
CORRUGATED
PLASTIC PIPE
WITH CAP FLUSH
WITH MULCH 5'-0"CUT AND REMOVE THE TOP
HALF OF ANY WIRE BASKETS OR
SPLIT THE BASKET DOWN THE
MIDDLE AND FOLD ONTO THE
BOTTOM OF THE PLANTING PIT
EXCAVATE PLANTING PIT TO A
DEPTH EQUAL TO THE DEPTH
OF THE ROOTBALL
- TAPER EDGE OF PLANTING PIT
TO GRADE AS INDICATED
CUT AND REMOVE BURLAP
FROM TOP HALF OF ROOTBALL
-REMOVE ALL TWINE AND ROPE
AROUND TRUNK AND TOP OF
ROOTBALL
BACKFILL PLANTING PIT WITH
NATIVE SOIL
- WHEN IN HEAVY CLAY, MIX
GOOD QUALITY TOPSOIL WITH
NATIVE SOIL
TOP OF ROOTBALL TO BE AT OR
SLIGHTLY ABOVE GRADE
-1 OR 2 INCHES MAX.
3" LAYER OF SHREDDED
HARDWOOD MULCH
-MOUNDED AT EDGE TO FORM A
SHALLOW SAUCER
HARDWOOD STAKES 2x2x8'
LONG TO BE INSTALLED
OUTSIDE OF ROOTBALL
NO. 12 Ga GALVANIZED WIRE
GUYS
1/2" RUBBER HOSE
- NEW, 12" IN LENGTH
LINE OF STAKES
TO BE PARALLEL
TO WALK OR
ROAD
SCARIFY
BOTTOM OF
PIT 3"
PLANTING NOTES:
1.CONTRACTOR SHALL VERIFY PLANT MATERIAL QUANTITIES SHOWN ON PLAN WITH TOTALS IN PLANTING SCHEDULE. NOTIFY LANDSCAPE ARCHITECT OF ANY
DISCREPANCIES PRIOR TO FINAL BIDDING. UNIT PRICES SHALL BE SUBMITTED AS PART OF FINAL BID.
2.ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR TO BE IN A HEALTHY GROWING CONDITION. PLANT MATERIALS WHICH DO NOT FULFILL THIS
GUARANTEE SHALL BE REPLACED AT NO COST TO THE OWNER. REPLACEMENT SHALL BE GUARANTEED THROUGHOUT THE ORIGINAL GUARANTEE PERIOD. PLANTS
THAT DIE SHALL BE REPLACED IMMEDIATELY.
3.CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR
SHALL NOT ASSUME IRRIGATION SYSTEM IS FULLY OPERATIONAL AT COMPLETION OF PLANTING INSTALLATION
4.CONTRACTOR RESPONSIBLE FOR CONTACTING MISS UTILITY PRIOR TO BEGINNING OF CONSTRUCTION FOR LOCATION OF ALL UTILITY LINES. TREES SHALL BE LOCATED
A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT IF ANY CONFLICTS OCCUR.
5.THE LANDSCAPE ARCHITECT IS THE OWNERS REPRESENTATIVE AND SHALL BE THE APPROVING AUTHORITY FOR INFORMATION PROVIDED IN THESE PLANS AND
SPECIFICATIONS.
6.ALL PLANT MATERIALS, TOPSOIL, MULCH, FERTILIZERS, SOIL AMENITIES, PLANTING SUPPLIES AND METHODS SHALL BE SUBJECT TO LANDSCAPE ARCHITECTS
APPROVAL. REJECTED MATERIALS SHALL BE REMOVED FROM THE SITE WITHOUT DELAY.
7.ALL PLANT MATERIALS AND PLANTING METHODS SHALL CONFORM TO A.A.N. STANDARDS.
8.CONTRACTOR SHALL LAYOUT AND MARK LOCATION FOR ALL PLANT MATERIAL, PLANTING, AND IMPROVEMENTS SHOWN AND REQUEST IN FIELD APPROVAL FROM
LANDSCAPE ARCHITECT.
9.BEDS TO CONTAIN SHRUBS OR GROUND COVER SHALL BE TILLED TO A DEPTH OF 6" AND THE SOIL CONDITIONED BY ADDING CLEAN, WELL ROTTED MANURE. IF
EXISTING SOIL IS CONSIDERED TO BE UNUSABLE BY OWNER, BEDS SHALL BE TREATED TO ELIMINATE WEEDS AND WEED SEEDS.
10.ALL PLANTING BED AREAS SHALL BE COVERED WITH A 3" MINIMUM LAYER OF MEDIUM TEXTURE SHREDDED HARDWOOD MULCH UNLESS OTHERWISE NOTED.
11.ALL SUBSTITUTIONS OF PLANT MATERIAL SHALL BE REQUESTED IN WRITING TO THE LANDSCAPE ARCHITECT AND APPROVED IN WRITING BY THE OWNER.
12.ALL PLANTING OPERATIONS SHALL BE UNDER THE SUPERVISION OF AN EXPERIENCED PLANTSMAN.
13.LANDSCAPE ARCHITECT RESERVES THE RIGHT TO SELECT PLANT MATERIALS IN THE NURSERY.
14.FOR TREES BALLED IN WIRE BASKETS, CUT AND REMOVE TOP AND SIDES OF BASKET AFTER INSTALLATION.
15.LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS
AND MATERIALS THAT DO NOT CONFORM TO A.A.N. STANDARDS. SEE AMERICAN STANDARD FOR NURSERY STOCK, ANSI Z60.1-(CURRENT EDITION).
16.SOIL SHALL BE FREE OF ALL WEEDS.
17.PLANT SIZES, QUANTITIES, AND SPECIES WILL BE CHECKED BY COUNTY INSPECTION FOR COMPLIANCE WITH PLANT SCHEDULE AS APPROVED BY THE COUNTY.
CONTRACTOR SHALL BE HELD RESPONSIBLE FOR DELAY IN ISSUANCE OF CERTIFICATE OF OCCUPANCY BY THE COUNTY RESULTING FROM UNATHORIZED
SUBSTITUTIONS OR DOWNSIZING.
18.UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS,
INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL, AND SCHEDULE A FINAL INSPECTION FOR ACCEPTANCE BY OWNER
19.THE ONE YEAR GUARANTEE PERIOD SHALL BEGIN UPON THE OWNER'S APPROVAL AND ACCEPTANCE OF THE PLANTING INSTALLATION. THE OWNER SHALL ASSUME
RESPONSIBILITY FOR MAINTENANCE INCLUDING WATERING, WEEDING, PEST CONTROL, AND FERTILIZATION.
20.CONTRACTOR SHALL REMOVE STAKING FROM TREES AT THE END OF THE ONE YEAR WARRANTY PERIOD.
21. CITY OF WINCHESTER MAINTENANCE NOTES:
·ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER.
·REASONABLE PROVISIONS FOR PROTECTION FROM VEHICLES, PEDESTRIANS, SHOPPING CARTS.
·DEAD OR DYING VEGETATION SHALL BE REPLACED AT DIRECTION OF ADMINISTRATOR.
·REPLACEMENT SHRUB SIZE CONSISTENT WITH THAT EXPECTED FOR SPECIES AND TIME SINCE INSTALLATION.
·REPLACEMENT TREES AT .5" CALIPER ABOVE 2" FOR EVERY YEAR SINCE INSTALLATION UP TO 5" CALIPER.151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #03-21
CITY OF WINCHESTER
SP NUMBER: SP-20-664SITE PLANRev. No.Date
8 8/9/2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" 30'
L6.00
12/07/2020
PM
2039
8/18/2022
No.
PHILLIP DEAN MERRITT
0406 000978 AINIGRI
V
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LICENS
E
D
LANDSCA P E A R CHITECTNo.
PHILLIP DEAN MERRITT
0406 000978 AINIGRI
V
FOHTLAEWNOMMOC
LICENS
E
D
LANDSCA P E A R CHITECTL6.20MINIMUM PLANTING NOTES AND DETAILS
DETAILROOT TYPEHEIGHTCALIPERSPACINGCOMMON NAMEBOTANICAL NAMEQUANTITY REMARKS
TREES
SHRUBS
10 QUERCUS PHELLOS WILLOW OAK AS SHOWN 2"12-14' HT.B&B A MATCHED
32 TILIA AMERICANA AMERICAN LINDEN AS SHOWN 2 1/2"12-14' HT.B&B A
20 QUERCUS LYRATA OVERCUP OAK AS SHOWN 2"12-14' HT.B&B A
12 ACER SACCHARUM SUGAR MAPLE AS SHOWN 2"12-14' HT.B&B A
10 CORNUS KOUSA 'CELESTIAL'KOUSA DOGWOOD AS SHOWN 6-8' HT.B&B A SINGLE STEM, MATCHED AT FOX DR. ENTRANCE
6 PRUNUS SUBHIRTELLA VAR. AUTUMNALIS HIGAN CHERRY AS SHOWN 6-8' HT.B&B A
38 JUNIPERUS VIRGINIANA EASTERN RED CEDAR AS SHOWN 6-8' HT.B&B C
49 CRYPTOMERIA JAPONICA CRYPTOMERIA AS SHOWN 6-8' HT.B&B C
60 ILEX OPACA AMERICAN HOLLY AS SHOWN 6-8' HT.B&B C
38 PINUS STROBUS WHITE PINE AS SHOWN 8-10' HT.B&B C
2 MAGNOLIA SOULANGIANA 'ELIZABETH'ELIZABETH MAGNOLIA AS SHOWN 6-8' HT.B&B A SINGLE STEM
17 ACER RUBRUM 'OCTOBER GLORY'RED MAPLE AS SHOWN 2"12-14' HT.B&B A
13 QUERCUS COCCINEA SCARLET OAK AS SHOWN 2"12-14' HT.B&B A
22 MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA AS SHOWN 6-8' HT.B&B B 3 OR 5 STEMS
4 CLADRASTUS KENTUCKEA YELLOWWOOD AS SHOWN 2"12-14' HT.B&B A
5 TAXODIUM DISTICHUM BALD CYPRESS AS SHOWN 2"12-14' HT.B&B A
11 BETULA NIGRA 'DURA-HEAT'RIVER BIRCH AS SHOWN MULITSTEM 6-8' HT.B&B B 3 OR 5 STEMS
1 ASIMINA TRIBOLA PAWPAW AS SHOWN 6-8' HT.B&B A SINGLE STEM
3 CORNUS FLORIDA 'CHEROKEE PRINCESS'FLOWERING DOGWOOD AS SHOWN 6-8' HT.B&B A WHITE VARIETY
4 CORNUS FLORIDA F. RUBRA FLOWERING DOGWOOD AS SHOWN 6-8' HT.B&B A PINK VARIETY
4 HALESIA CAROLINA CAROLINA SILVERBELL AS SHOWN 6-8' HT.B&B A
14 LIQUIDAMBAR STYRACIFLUA 'HAPPIDAZE'FRUITLESS SWEET GUM AS SHOWN 2"12-14' HT.B&B A
22 NYSSA SYLVATICA BLACK GUM AS SHOWN 2"12-14' HT.B&B A
13 PINUS TAEDA LOBLOLLY PINE AS SHOWN 8-10' HT.B&B C
5 VIBURNUM PRUNIFOLIUM BLACKHAW VIBURNUM AS SHOWN 6-8' HT.B&B A
5 OXYDENDRON ARBOREUM SOURWOOD AS SHOWN 2"12-14' HT.B&B A
6 QUERCUS BICOLOR SWAMP WHITE OAK AS SHOWN 2"12-14' HT.B&B A
1 QUERCUS MICHAUXII SWAMP CHESTNUT OAK AS SHOWN 2"12-14' HT.B&B A
36 MYRICA CERIFERA WAX MYRTLE AS SHOWN 6'CONT./B&B D 6' HT. FOR REQUIRED BUFFER PLANTINGS
61 CEPHALOTAXUS HARRINGTONIA 'PROSTRATA'DWARF PLUM YEW AS SHOWN 3 GAL.18"CONT.D
34 PANICUM VIRGATUM 'SHENANDOAH'SHENANDOAH SWITCHGRASS AS SHOWN 3 GAL.CONT.D
10 JUNIPERUS COMMUNIS 'AMIDAK'AMIDAK JUNIPER AS SHOWN 3 GAL.18"CONT.D
40 PRUNUS LAURCERASUS 'MAJESTIC JADE'ENGLISH LAUREL AS SHOWN 3 GAL.21"CONT.D
112 CLETHRA ALNIFOLIA 'RUBY'PINK SUMMERSWEET AS SHOWN 3 GAL.24"CONT.D
241 ILEX GLABRA 'DENSA'DWARF INKBERRY AS SHOWN 3 GAL.21"CONT.D
406 ITEA VIRGINICA 'LITTLE HENRY'DWARF SWEETSPIRE 3' O.C.3 GAL. 18"CONT.D
42 MYRICA CERIFERA WAX MYRTLE AS SHOWN 3 GAL.24"CONT.D
20 RHUS AROMATICA 'GRO-LOW'FRAGRANT SUMAC AS SHOWN 3 GAL.24"CONT.D
18 DISTYLIUM 'PIIDIST-III' PP25,304 COPPERTONE DISTYLIUM AS SHOWN 3 GAL.24"CONT.D
13 BUXUS 'BUDDY'BUDDY BOXWOOD AS SHOWN 3 GAL.24"CONT.D
14 AESCULUS PARVIFLORA BOTTLEBRUSH BUCKEYE AS SHOWN 3 GAL.24"CONT.D
59 CORNUS AMOMUM SILKY DOGWOOD AS SHOWN 3 GAL.24"CONT.D
23 COTONEASTER DAMMERI 'CORAL BEAUTY'CORAL BEAUTY COTONEASTER AS SHOWN 3 GAL.24"CONT.D
15 CALYCANTHUS FLORIDUS CAROLINA ALLSPICE AS SHOWN 3 GAL.24"CONT.D
9 VIBURNUM DENTATUM ARROWWOOD VIBURNUM AS SHOWN 3 GAL.24"CONT.D
14 ABELIA 'EDWARD GOUCHER'EDWARD GOUCHER ABELIA AS SHOWN 3 GAL.24"CONT.D
32 CEPHALANTHUS OCCIDENTALIS BUTTONBUSH AS SHOWN 3 GAL.24"CONT.D
4 JUNIPERUS SCOPULORUM 'BLUE ARROW'BLUE ARROW JUNIPER AS SHOWN 6'CONT.D
13 VIBURNUM DENTATUM 'BLUE MUFFIN'BLUE MUFFIN VIBURNUM AS SHOWN 3 GAL.24"CONT.D
19 FOTHERGILLA GARDENII DWARF FOTHERGILLA AS SHOWN 3 GAL.24"CONT.D
24 VIBURNUM RHYTIDOPHYLLOIDES 'ALLEGHENY'ALLEGHENY VIBURNUM AS SHOWN 3 GAL.24"CONT.D
18 DIERVILLA 'COPPER'DWARF BUSH HONEYSUCKLE AS SHOWN 3 GAL.24"CONT.D
25 CLETHRA ALNIFOLIA SWEET PEPPERBUSH AS SHOWN 3 GAL.24"CONT.D
6 LINDERA BENZOIN SPICEBUSH AS SHOWN 3 GAL.24"CONT.D
18 DIERVILLA RIVULARIS 'SMNDRSF' PP22,550 DIERVILLA KODIAK BLACK AS SHOWN 3 GAL.24"CONT.D
MINIMUM PLANT SCHEDULE IF THERE IS A DISCREPANCY BETWEEN PLANTING PLAN AND PLANT SCHEDULE QUANTITIES, CONTACT LANDSCAPE
ARCHITECT FOR CLARIFICATION
90 ILEX X 'CONIN'ROBIN RED HOLLY AS SHOWN 6'CONT.D
41 JUNIPERUS CHINENSIS 'HETZI COLUMNARIS'HETZI JUNIPER 6' O.C. 6'CONT./B&B C
42 LIGUSTRUM 'SUNSHINE'SUNSHINE LIGUSTRUM AS SHOWN 3 GAL.24"CONT.D 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET:
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFREDERICK COUNTY
SP NUMBER: #03-21
CITY OF WINCHESTER
SP NUMBER: SP-20-664SITE PLANRev. No.Date
8 8/9/2022HACKWOODS - SVWCLIBRARY WARD (1ST WARD) & STONEWALL MAGISTERIAL DISTRICTCITY OF WINCHESTER & FREDERICK COUNTY, VIRGINIA1" 30'
L6.00
12/07/2020
PM
2039
8/18/2022
No.
PHILLIP DEAN MERRITT
0406 000978 AINIGRI
V
FOHTLAEWNOMMOC
LICENS
E
D
LANDSCA P E A R CHITECTNo.
PHILLIP DEAN MERRITT
0406 000978 AINIGRI
V
FOHTLAEWNOMMOC
LICENS
E
D
LANDSCA P E A R CHITECTPARK PERENNIAL MIX - 1,200 S.F. TOTAL
100 SALVIA GUARANITICA BLUE ANISE SAGE 18" O.C.1 GAL.CONT.E PARK PERENNIAL MIX
100 PEROVSKIA ATRIPLICIFOLIA RUSSIAN SAGE 18" O.C.1 GAL.CONT.E PARK PERENNIAL MIX
100 REDBECKIA HIRTA BLACK EYED SUSAN 18" O.C.1 GAL.CONT.E PARK PERENNIAL MIX
100 ECHINACEA PURPUREA 'MAGNUS'MAGNUS PURPLE CONEFLOWER 18" O.C.1 GAL.CONT.E PARK PERENNIAL MIX
100 PHLOX PANICULATA DAVID DAVID GARDEN PHLOX 18" O.C.1 GAL.CONT.E PARK PERENNIAL MIX
100 PENSTEMON DIGITALIS BEARDTONGUE 18" O.C.1 GAL.CONT.E PARK PERENNIAL MIX
56 FLATS HYPERICUM ST. JOHN'S WORT 9" O.C.18/FLAT CONT.E
ERNST FACW WETLAND MEADOW MIX
ERNST VIRGINIA GENTLEMAN'S MIX
175 IRIS VERSICOLOR BLUE FLAG IRIS 18" O.C.2" PLUG E ZONE 3
175 CHELONE GLABRA TURTLEHEAD 18" O.C.2" PLUG E ZONE 3
175 LOBELIA CARDINALIS CARDINAL FLOWER 18" O.C.2" PLUG E ZONE 3
720 PELTANDRA VIRGINICA ARROW ARUM 18" O.C.2" PLUG E ZONE 2
720 ZIZANIA AQUATICA WILD RICE 18" O.C.2" PLUG E ZONE 2
1733 VALISNERIA AMERICANA WILD CELERY 18" O.C.2" PLUG E ZONE 1
720 SAGITTARIA LATIFOLIA BROAD-LEAF ARROWHEAD 18" O.C.2" PLUG E ZONE 2
175 JUNCUS EFFUSUS COMMON RUSH 18" O.C.2" PLUG E ZONE 3
720 SCIPUS PUNGENS COMMON THREE-SQUARE 18" O.C.2" PLUG E ZONE 2
720 PONTEDARIA CORDATA PICKERAL WEED 18" O.C.2" PLUG E ZONE 2
1733 POTAMOGETON PECTINATUS POND WEED 18" O.C.2" PLUG E ZONE 1
1733 ELODEA CANADENSIS WATER WEED 18" O.C.2" PLUG E ZONE 1
175 SCIRPUS VALIDUS SOFTSTEM BULRUSH 18" O.C.2" PLUG E ZONE 3
175 ASCLEPIAS INCARNATA SWAMP MILKWEED 18" O.C.2" PLUG E ZONE 3
175 ACORUS CALAMUS SWEETFLAG 18" O.C.2" PLUG E ZONE 3
ZONE 1 WETLAND PLUGS
ZONE 4
SEED MIXES
20,000 S.F.
3,500 S.F.
ZONE 2 WETLAND PLUGS
ZONE 3 WETLAND PLUGS
DETAILROOT TYPEHEIGHTCALIPERSPACINGCOMMON NAMEBOTANICAL NAMEQUANTITY REMARKS
9 PHYSOCARPUS OPULIFOLIUS 'SUMMER WINE'SUMMER WINE NINEBARK AS SHOWN 3 GAL.24"CONT.D
59 VIBURNUM X PRAGENSE PRAGUE VIBURNUM AS SHOWN 3 GAL.6'CONT.D
17 PANICUM VIRGATUM 'HEAVY METAL'HEAVY METAL SWITCHGRASS AS SHOWN 3 GAL.CONT.D
13 LIRIODENDRON TULIPIFERA TULIP POLAR AS SHOWN 2"12-14' HT.B&B A
GRASSES
7 CLETHRA ALNIFOLIA 'HUMMINGBIRD'DWARF SUMMERSWEET AS SHOWN 3 GAL.24"CONT.D
12 RHODODENDRON 'ROSEUM PINK'PINK RHODODENDRON AS SHOWN 3 GAL.24"CONT.D
9 PICEA GLAUCA WHITE SPRUCE AS SHOWN 2"5-6' HT.B&B A
5 MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA AS SHOWN 5-6' HT.B&B D
54 THUJA OCCIDENTALIS 'EMERALD GREEN'EMERALD ARBORVITAE AS SHOWN 5-6' HT.B&B D
DETAILROOT TYPEHEIGHTCALIPERSPACINGCOMMON NAMEBOTANICAL NAMEQUANTITY REMARKS
TREES
FREDERICK COUNTY MINIMUM PLANT SCHEDULE FOR TYP. VILLA (1 OF 6)
NOTE:
*SEE SHEET L6.13 FOR REQUIRED PLANTS FOR VILLAS. SPECIES BASED ON TYPICAL VILLA PLANTING AND WILL VARY PER BUILDING.
5 ORNAMENTAL FLOWERING TREE SPECIES T.B.D.AS SHOWN 6-8' HT.B&B A
TYPICAL UNIT PLANTING: FREDERICK COUNTY REQUIREMENTS (165-203.01):
LOT TYPE I: 3 SHRUBS PER 2 UNITS & 1 ORNAMENTAL TREE PER 2 UNITS
- 10 UNITS
- REQ: 15 SHRUBS & 5 ORNAMENTAL TREES
- PROVIDED: +- 50 SHRUBS & 6 ORNAMENTAL TREES
59 SHRUB SPECIES T.B.D.AS SHOWN 3 GAL.CONT.D * 15 REQUIRED, 44 OPTIONAL
L6.21MINIMUM PLANT SCHEDULE
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1 S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1S1S1S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1 S1 S1 S1
S1S1
S1
S1
S1S1
S1
S1
S1
S1
S1
S1
S1
PHASE IPHASE II
S1
S1
S1
S1
S1
S1
S1
S1
"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"TYPE DIM "Y""Z"
GROUND
ROD
#4 BARE CU
GND COND
EXOTHERMIC
BOND
NOTE 2
FIN GRADE
(3)#3 TIES @ 1-1/2" OC @
TOP OF CONCRETE BASE
ANCHOR BOLTS, TYP
1" CHAMFER
SMOOTH FORMED
FINISH ABOVE GRADE
GROUT
POLE
BOND TO INSIDE POLE SURFACE
HANDHOLE
BUSH CONDUITS
LEVELING NUTS
#3 TIES @ 12"
(12)#6 EQ. SPACED
AROUND PERIMETER
2" CLR
CONCRETE BASE
1" CND, NOTE 1
1.
2.
3.
NOTES (BASE DETAILS):
3'-0"
STREET
STREET
CURB
Roanoke, Virginia 24011.2003
540.344.6664 Fax 540.343.6925
SFCS Inc. 305 South Jefferson Street
www.sfcs.com
Interiors
Planning
Engineering
Architecture
:PROJECT ENGINEER
OF
DRAWING
COMM. NO.
SHEET
DATE
REVISION DESCRIPTION
DRAWING TITLE
APPROVED BY
CHECKED BY
NO.
DRAWN BY
:
:
:
DATE
PROJECT ARCHITECT
PROJECT DESIGNER
:
:
PROJECT TITLE
DRAWING NO.
COMM NO.
PLOT DATE
CADD VERSION
PLOT SCALE
MENU
SAVE DATE
NOVEMBER 04, 2020
xxx
GENERAL NOTES
HACKWOODS VILLAS
8/11/2022
12:15:23 PM
BIM 360://19122.00 - SVWC - Hackwoods/19122.00 - SVWC - ELEC - CENTRAL.rvt
Checker
Author
19122.00
SITE LIGHTING
PHOTOMETRICS
PH-1
CIW
1" = 50'-0"PH-1
ELECTRICAL SITE PLAN - PHOTOMETRICS
1
SITE LUMINAIRE SCHEDULE
LUMINAIRE
TYPE MANUFACTURER CATALOG NUMBER QTY TYPE NOM. WATTS
INITIAL
LUMENS
TEMP. COLOR
(KELVENS)VOLTS
TOTAL
CONNECTED
WATTS
TOTAL RATED
WATTS MOUNTING FINISH REMARKS
S1 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/BLK
MOUNTING AND
APRS4-12-BLK-GFCI-BTM 4" EXTRUDED
ALUMINUM POLE..
S2 BIEBER
ILLUMINATION
GROUP
SILO-LED-24W-4K-120-277V-L-1
80-BK
1 LED 24 2,000 4000 UNV 24 24 GRADE BLACK CLEAR POLYCARBONATE LENS
1/16" = 1'-0"PH-1
POLE BASE DETAIL - PHOTOMETRICS PLAN
2
ElumTools General Use Illuminance Results 3
Calculation Points
Name Average Maximum Minimum
Detail Filled Region 1 fc 12 fc 0 fc
1.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 = 23
5 City 2nd rnd comments 8/31/21
Roanoke, Virginia 24011.2003
540.344.6664 Fax 540.343.6925
SFCS Inc. 305 South Jefferson Street
www.sfcs.com
Interiors
Planning
Engineering
Architecture
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HACKWOODS VILLAS
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19122.00
PHOTOMETRICS LIGHT
FIXTURE CUTSHEETS
PH-2
TYPE S1 (1-5)TYPE S1 (3-5)TYPE S1 (5-5)
TYPE S1 (2-5)TYPE S1 (4-5)TYPE S2
Roanoke, Virginia 24011.2003
540.344.6664 Fax 540.343.6925
SFCS Inc. 305 South Jefferson Street
www.sfcs.com
Interiors
Planning
Engineering
Architecture
:PROJECT ENGINEER
OF
DRAWING
COMM. NO.
SHEET
DATE
REVISION DESCRIPTION
DRAWING TITLE
APPROVED BY
CHECKED BY
NO.
DRAWN BY
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DATE
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SAVE DATE
NOVEMBER 04, 2020
xxx
HACKWOODS VILLAS
8/11/2022
12:15:24 PM
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19122.00
PHOTOMETRICS LIGHT
FIXTURE CUTSHEETS
PH-3
TYPE S1 POLE (1-3)TYPE S1 POLE (3-3)
TYPE S1 POLE (2-3)
J
J
49A
49B
PHASE1PHASE2
4"4"4"4"4"EL EC TRIC BE LL
8"6"6"
6"
6"
6"6"6"
6"6"4"FD -44"FD-4
3"V U P
3"V U P,3"VT R
4"SA N, RE F ER T O CIVIL
SW G S F OR C O NT INU AT IO N
GC O
IN V E LE V = -3 '-0"± BFF
BE L F LBEL F L
AB V CL G
1
2 2345
6 66
677 89
10 1112131415
16 LOW
VOL TAG EU01
FIR E P UM PU02FIR E P UM PU02
LO W
VO LTA GE
U01
4"4"4"
3/4"CW SERVICE, REFER TOCIVIL DWGS FOR CONTINUATIONBEL GRADE3/4"CW UP3/4"WH-1@ 1'-6" AFF
MAINTENANCEM01MAINTENANCEM01177
11
14
1819
3/4"
J
SECONDARY/SERVICE CONDUIT AT POLE SECONDARY/SERVICE LATERAL TRENCH
PRIMARY CONDUIT AT POLE PRIMARY TRENCH0' - 6"TERMINAL POLE
30" MIN RADIUS ELL
WARNING/ IDENTIFICATION TAPE
1' - 0"2' - 0"MIN COVER2' - 6"APPROVED BACKFILL
FOR CONDUIT BEDDING
AND TOP PROTECTIONMIN TRENCH1' - 0"0' - 2"0' - 6"4" MIN. 24" MAX._24" MIN TO TOP OF CONDUITWARNING / INDENTIFICATION
TAPE
NATIVE BACKFILL
(NO LARGE ROCK)
APPROVED BACKFILL
FOR CONDUIT BEDDING
AND TOP PROTECTION
SECONDARY AND SERVICE
LATERAL CONDUIT
0' - 6"TERMINAL POLE
36" MIN RADIUS ELL
WARNING/ IDENTIFICATION TAPE
1' - 0"2' - 6"MIN COVER3' - 0"APPROVED BACKFILL
FOR CONDUIT BEDDING
AND TOP PROTECTION MIN TRENCHFINISHED GRADE
FINISHED GRADE
1' - 0"0' - 2"0' - 6"6" MIN. 24" MAX._30" MIN TO TOP OF CONDUITWARNING / INDENTIFICATION
TAPE
NATIVE BACKFILL
(NO LARGE ROCK)
APPROVED BACKFILL
FOR CONDUIT BEDDING
AND TOP PROTECTION
SECONDARY AND SERVICE
LATERAL CONDUIT
4' - 5 1/2"4' - 0"1' - 9"2' - 3"2' - 2"
SST LOCK
ZN COATED
EYEBOLT (X4)
LOCATING
FLAT WASHER
5" BACKBOARD
SST HINGE
3' - 4"4' - 0"1' - 9"2' - 3"6' - 3"SST CAM ARM
MP-101 (X3)
HOT DIPPED GALVANIZED
MOUNTING PLATE
PARKING STAND
SST CAM ARM
6' - 0"DO NOT EXTEND
SECONDARY CONDUITS
BEYOND THIS POINT
COMMUNICATIONS
GROUND
SECONDARY
CONDUIT
REINFORCING WILL STOP 3"
FROM SIDES AND OPENING
SECONDARYLOCATION OF ADDITIONAL
CONDUITS IF REQUIRED 3' - 7"1' - 8"0' - 9"1' - 6"
2' - 0"
2' - 6"
1' - 8"2' - 6"1' - 8"1' - 2"
7' - 0"0' - 7"0' - 7"2' - 6"
GROUND RODS
0' - 4"0' - 9"
PRIMARY
CONDUIT
2"
2"
2" TYP
2" TYP
2" TYP
4" CONDUIT (TYP).
CONCRETE
ENCASEMENT
2" TYP
2"
"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"TYPE DIM "Y""Z"
GROUND
ROD
#4 BARE CU
GND COND
EXOTHERMIC
BOND
NOTE 2
FIN GRADE
(3)#3 TIES @ 1-1/2" OC @
TOP OF CONCRETE BASE
ANCHOR BOLTS, TYP
1" CHAMFER
SMOOTH FORMED
FINISH ABOVE GRADE
GROUT
POLE
BOND TO INSIDE POLE SURFACE
HANDHOLE
BUSH CONDUITS
LEVELING NUTS
#3 TIES @ 12"
(12)#6 EQ. SPACED
AROUND PERIMETER
2" CLR
CONCRETE BASE
1" CND, NOTE 1
1.
2.
3.
NOTES (BASE DETAILS):
3'-0"
STREET
STREET
CURB
UTILITY XFMR
UTILITY XFMR
TYPS1
TYPS1
TYPS1
TYPS1
UTILITY BUILDING, REFER
TO SHEET E6.1 FOR
ADDITIONAL INFORMATION
UTILITY XFMR
MTS-PH1A
E0.2
4
E0.2
5
E0.2
6
1
1
1
1
1
UTILITY
JUNCTION
BOX
UTILITY
JUNCTION
BOX
MAINTENANCE BUILDING,
REFER TO SHEET E6.1 FOR
ADDITIONAL INFORMATION
N1AV10-10
N1AV9-66
N1AV7-70
N1AV8-63
N1AV6-70
2
2
2
2
2
2
TYPS2
GH1A
GH1A-1
WELL PUMP
PROVIDE (3) 3" SCH. 80 PVC
CONDUITS FOR UTILITY
PROVIDED PRIMARY
CONDUCTORS. (TYP.)
UTILITY
JUNCTION
BOX
TYPS2
N1AV10-14
VILLA #6
VILLA #7
VILLA #8
VILLA #9
VILLA #10
PHASE 2 PUMP
HOUSE
5
5
5
TYPS1
5
5
5
Architecture
Engineering
Planning
Interiors
SFCS Inc. 305 South Jefferson Street
Roanoke, Virginia 24011.2003
540.344.6664 Fax 540.343.6925
www.sfcs.com
:PROJECT ENGINEER
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DRAWING TITLE
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DRAWN BY
:
:
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DATE
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MARCH 31, 2021
HACKWOOD VILLAS
DPM
PLAN NOTES
GENERAL NOTES
DPJ
9/1/2021
4:14:28 PM
BIM 360://19122.00 - SVWC - Hackwoods/19122.00 - SVWC - ELEC - CENTRAL.rvt
JSK
MAR
19122.00
ELECTRICAL SITE PLAN -
PHASE 1
E0.3A
CIW/MAR
Approver
1/2" = 1'-0"E0.3A
6
TRENCHING FOR INSTALLATION OF
SECONDARY/SERVICE LATERAL & PRIMARY
CONDUIT DETAILS (TYPICAL) - PHASE 1
N.T.S.E0.3A
UTILITY SWITCH 3 PHASE CABINET DETAIL - PHASE 1
5
N.T.S.E0.3A
UTILITY XFMR CONCRETE PAD FOUNDATION DETAIL - PHASE 14
N.T.S.E0.3A
UTILITY SERVICE LATERAL DETAIL - PHASE 1
3
N.T.S.E0.3A
POLE BASE DETAIL - PHASE 1
2
REFER TO SHEETS E4.1-E4.6 FOR ADDITIONAL
INFORMATION REGARDING SERVICE AND GENERATOR
FEEDERS.
1.
1 REFER TO POWER DRAWINGS FOR PANELBOARD
LOCATIONS.
SERVICE LATERAL. REFER TO DETAIL THIS SHEET AND
AND RISER DIAGRAM FOR CONDUIT AND CONDUCTOR
SIZES.
2
1" = 50'-0"E0.3A
ELECTRICAL SITE PLAN - PHASE 1
1
5 PHASED PLAN FOR BID ONLY 8/31/21
PROP.TEMORARY STAGING AEA
49A
100'75'PHASE
1PHASE
2
FREDERICK COUNTYCITY OF WINCHESTERUTILITY XFMR
UTILITY XFMR
TYPS1
TYPS1
TYPS1
E0.2
2
E0.2
3
E0.2
1
1
1
1
1
1
UTILITY
SWITCH
UTILITY
JUNCTION
BOX
UTILITY
JUNCTION
BOX
N1AV1-12
TYPS1
TYPS1
N1AV2-30
N1AV4-66
N1AV3-59
N1AV5-66
PROVIDE (3) 3" SCH. 80 PVC
CONDUITS FOR UTILITY
PROVIDED PRIMARY
CONDUCTORS. (TYP.)
PROVIDE (3) #10, (1) #10GND.
IN 3/4" CONDUIT. (TYP.)
2
2
2
2
VILLA #1
VILLA #2
VILLA #3
VILLA #4
VILLA #5
5
5
5
5
3
5
"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"TYPE DIM "Y""Z"
GROUND
ROD
#4 BARE CU
GND COND
EXOTHERMIC
BOND
NOTE 2
FIN GRADE
(3)#3 TIES @ 1-1/2" OC @
TOP OF CONCRETE BASE
ANCHOR BOLTS, TYP
1" CHAMFER
SMOOTH FORMED
FINISH ABOVE GRADE
GROUT
POLE
BOND TO INSIDE POLE SURFACE
HANDHOLE
BUSH CONDUITS
LEVELING NUTS
#3 TIES @ 12"
(12)#6 EQ. SPACED
AROUND PERIMETER
2" CLR
CONCRETE BASE
1" CND, NOTE 1
1.
2.
3.
NOTES (BASE DETAILS):
3'-0"
STREET
STREET
CURB
6' - 0"DO NOT EXTEND
SECONDARY CONDUITS
BEYOND THIS POINT
COMMUNICATIONS
GROUND
SECONDARY
CONDUIT
REINFORCING WILL STOP 3"
FROM SIDES AND OPENING
SECONDARYLOCATION OF ADDITIONAL
CONDUITS IF REQUIRED 3' - 7"1' - 8"0' - 9"1' - 6"
2' - 0"
2' - 6"
1' - 8"2' - 6"1' - 8"1' - 2"
7' - 0"0' - 7"0' - 7"2' - 6"
GROUND RODS
0' - 4"0' - 9"
PRIMARY
CONDUIT
4' - 5 1/2"4' - 0"1' - 9"2' - 3"2' - 2"
SST LOCK
ZN COATED
EYEBOLT (X4)
LOCATING
FLAT WASHER
5" BACKBOARD
SST HINGE
3' - 4"4' - 0"1' - 9"2' - 3"6' - 3"SST CAM ARM
MP-101 (X3)
HOT DIPPED GALVANIZED
MOUNTING PLATE
PARKING STAND
SST CAM ARM
SECONDARY/SERVICE CONDUIT AT POLE SECONDARY/SERVICE LATERAL TRENCH
PRIMARY CONDUIT AT POLE PRIMARY TRENCH0' - 6"TERMINAL POLE
30" MIN RADIUS ELL
WARNING/ IDENTIFICATION TAPE
1' - 0"2' - 0"MIN COVER2' - 6"APPROVED BACKFILL
FOR CONDUIT BEDDING
AND TOP PROTECTIONMIN TRENCH1' - 0"0' - 2"0' - 6"4" MIN. 24" MAX._24" MIN TO TOP OF CONDUITWARNING / INDENTIFICATION
TAPE
NATIVE BACKFILL
(NO LARGE ROCK)
APPROVED BACKFILL
FOR CONDUIT BEDDING
AND TOP PROTECTION
SECONDARY AND SERVICE
LATERAL CONDUIT
0' - 6"TERMINAL POLE
36" MIN RADIUS ELL
WARNING/ IDENTIFICATION TAPE
1' - 0"2' - 6"MIN COVER3' - 0"APPROVED BACKFILL
FOR CONDUIT BEDDING
AND TOP PROTECTION MIN TRENCHFINISHED GRADE
FINISHED GRADE
1' - 0"0' - 2"0' - 6"6" MIN. 24" MAX._30" MIN TO TOP OF CONDUITWARNING / INDENTIFICATION
TAPE
NATIVE BACKFILL
(NO LARGE ROCK)
APPROVED BACKFILL
FOR CONDUIT BEDDING
AND TOP PROTECTION
SECONDARY AND SERVICE
LATERAL CONDUIT
2"
2"
2" TYP
2" TYP
2" TYP
4" CONDUIT (TYP).
CONCRETE
ENCASEMENT
2" TYP
2"
Architecture
Engineering
Planning
Interiors
SFCS Inc. 305 South Jefferson Street
Roanoke, Virginia 24011.2003
540.344.6664 Fax 540.343.6925
www.sfcs.com
:PROJECT ENGINEER
OF
DRAWING
COMM. NO.
SHEET
DATE
REVISION DESCRIPTION
DRAWING TITLE
APPROVED BY
CHECKED BY
NO.
DRAWN BY
:
:
:
DATE
PROJECT ARCHITECT
PROJECT DESIGNER
:
:
PROJECT TITLE
MARCH 31, 2021
HACKWOOD VILLAS
DPM
PLAN NOTES
GENERAL NOTES
DPJ
9/1/2021
4:14:31 PM
BIM 360://19122.00 - SVWC - Hackwoods/19122.00 - SVWC - ELEC - CENTRAL.rvt
JSK
MAR
19122.00
ELECTRICAL SITE PLAN -
PHASE 2
E0.3B
CIW/MAR
Approver
REFER TO SHEETS E4.1-E4.6 FOR ADDITIONAL
INFORMATION REGARDING SERVICE AND GENERATOR
FEEDERS.
1.
1 REFER TO POWER DRAWINGS FOR PANELBOARD
LOCATIONS.
SERVICE LATERAL. REFER TO DETAIL THIS SHEET AND
AND RISER DIAGRAM FOR CONDUIT AND CONDUCTOR
SIZES.
PROVIDE ADD ALTERNATE PRICE FOR LOOP CONNECTION
CONDUITS FROM FOX DRIVE PRIMARY SERVICE POLE TO
UTILITY JUNCTION BOX NEAR VILLA #2.
2
1" = 50'-0"E0.3B
ELECTRICAL SITE PLAN - PHASE 2
1
N.T.S.E0.3B
POLE BASE DETAIL - PHASE 2
2
N.T.S.E0.3B
UTILITY XFMR CONCRETE PAD FOUNDATION DETAIL - PHASE 23
N.T.S.E0.3B
UTILITY SWITCH 3 PHASE CABINET DETAIL - PHASE 2
4
1/2" = 1'-0"E0.3B
5
TRENCHING FOR INSTALLATION OF
SECONDARY/SERVICE LATERAL & PRIMARY
CONDUIT DETAILS (TYPICAL) - PHASE 2
N.T.S.E0.3B
UTILITY SERVICE LATERAL DETAIL - PHASE 2
6
5
5
5
3
5
5 PHASED PLAN FOR BID ONLY 8/31/21