HomeMy WebLinkAbout48-22 Site Plan1COVER SHEETN/A
REDBUD RUN SOLAR PROJECT
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
SP#48-22
VICINITY MAP
SCALE: 1" = 1000'
DEVELOPER
REDUD RUN SOLAR LLC, C/O ORIDEN LLC
106 ISABELLA STREET SUITE 400
PITTSBURGH, PA 15212
412-235-9112 SITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA07/18/2022
AM/CC
SP#48-22
49
0844O
Plan Revisions
Rev. No Rev. Date Comment
1 10/20/2022 PER COUNTY AND VDOT COMMENTS
2 01/09/2023 PER COUNTY, FREDERICK WATER, & VDOT COMMENTS
DATE
APPROVAL
ZONING ADMINISTRATOR
* SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:
LIST OF SERVICES: CIVIL ENGINEERING I GIS I LAND SURVEYING I ENVIRONMENTAL I ANALYTICAL LABORATORY I QUALITY CONTROL TESTING & INSPECTIONS PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVGas:Washington Gas
P.O. Box 2400
Winchester, VA 22604
(540) 869-1111
Water/Sewer:Frederick Water
P.O. Box 1877
Winchester, VA. 22604
(540) 868-1061
Power:Rappahannock Electric Coop
137 Kelly Court
Front Royal, VA 22630
1-800-552-3904
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 REDBUD RUN SOLAR PROJECTOWNERS
TONIE WALLACE
1160 JORDAN SPRINGS ROAD
STEPHENSON, VA 22656
ALLEN R. CONNER
1010 WOODS MILL ROAD
STEPHENSON, VA 22656
WILLIAM M. REXRODE
1099 WOODS MILL ROAD
STEPHENSON, VA 22656
ROBERT L. WILLIAMS
946 WOODS MILL ROAD
STEPHENSON, VA 22656
JRW PROPERTIES & RENTALS, INC
13 S. LOUDOUN STREET
WINCHESTER, VA 22601
SITE DEVELOPMENT PLAN
N/A
2GENERAL NOTESRev. No.Date
2 01/09/2023SITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA07/18/2022
AM/CC
SP#48-22
49
0844O151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVLEGEND
PROPOSED CENTERLINE
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED EDGE OF PAVEMENT
EXISTING EDGE OF PAVEMENT
EXISTING TELEPHONE LINE
PROPOSED ELECTRIC SERVICE
EXISTING ELECTRIC SERVICE
EXISTING GAS LINE
PROPOSED FENCELINE
FLOW LINE
PROPERTY LINE
EXISTING TELEPHONE PEDESTAL
EXISTING WATERLINE W/ TEE
EXISTING UTILITY POLE/GUIDE WIRE
SIGNS
LIGHT POLE
EXISTING TREE LINE
EXISTING EASEMENT
PROPOSED EASEMENT
EXISTING CENTERLINE
EXISTING INDEX CONTOUR
EXISTING INTERMEDIATE CONTOUR
PROPOSED CONTOUR
PROJECT INFORMATION
Parcel Identification No:55-A-136, 55-A-137, 44-A-295, 44-A-294A, 55-A-135,
55-A-134, 55-A-1-19, 44-A-297
Street Address:Not Yet Determined
Project Site Area:477.42 Acres
Disturbed Area:177 Acres
Current Zoning:RA
Current Use:Vacant/Agricultural
Proposed Use:Utility Scale Solar Power Generating Facility
This site is to be developed with Conditional Use Permit #02-22 And Solar Siting
Agreement for Redbud Run Solar LLC Energy Facility approved April 13, 2022.
Required Setbacks
Front:60'
Side:100'
Rear:100'
Maximum Heights
Transformers:8 FT
Inverters Height:5.5 FT
Solar Panel Height:9 FT
Aboveground Pole Mounted POI: 60 FT
Parking Requirements
Required: 1 per collection equipment
Provided: 1 per collection equipment
Sign Setbacks:No Freestanding Signs Proposed. Security and Safety
Signage Along Chainlink Fence To Be In Accordance
With Local, State, And Federal Requirements.
THERE IS NO SITE LIGHTING PROPOSED
ALL LANDSCAPING WILL CONFORM TO THE ZONING ORDINACE §165-203.02.REDBUD RUN SOLAR PROJECTWETLAND
STREAMS
STREAM BUFFER
V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of
Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control
Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the
Standards or Specifications and Regulations, the most stringent shall govern.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration
(OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations.
V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the
current edition of VDOT’s Work Area Protection Manual. A transportation management plan needs to be submitted for
approval and land use permit issued prior to any execution of work within the VDOT right of way.
V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction
boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to
locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of
these plans does not indemnify the developer from this responsibility.
V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed
necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the
developer.
V6. If required by the local VDOT Land Development Office, a pre-construction conference shall be arranged and held by the
engineer and/or developer with the attendance of the contractor (s), various County agencies, utility companies and VDOT
prior to initiation of work.
V7. The contractor shall notify the local VDOT Land Development Office when work is to begin or cease for any undetermined
length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection.
V8. The contractor shall notify the Traffic Operations Center at (540) 332-9500 for any traffic control plan that impacts a VDOT
maintained Interstate or Primary roadway to provide notification of the installation and removal of the work zone.
V9. The contractor shall be responsible for maintaining a VDOT permitted temporary construction entrance(s) in accordance with
Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by
this project shall be maintained through construction.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction.
V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover
and when possible shall be installed under roadway drainage facilities at conflict points.
V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the
course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that
vicinity until an adequate design can be determined by the engineer and approved by VDOT.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to
placement of fill. A VDOT representative shall be present to insure the soil sample(s) obtained for CBR’s is representative
of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and
labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all
applicable VDOT standards and procedures.
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in accordance with
the lift thicknesses, density and moisture requirements as specified in the current VDOT Road and Bridge Specifications.
Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise.
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT.
V16. A post installation visual/video camera inspection shall be conducted by the Contractor on all pipes identified on the plans as
storm sewer pipe and a select number of pipe culverts. For pipe culverts, a minimum of one pipe installation for each size of
each material type will be inspected or ten percent of the total amount for each size and material type summarized. All pipe
installations on the plans not identified as storm sewer pipe shall be considered as culvert pipe for inspection purposes.
Additional testing may be required as directed by the Area Land Use Engineer or their representative.
V17. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design
standards and is the responsibility of the developer.
V18. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the
developer in accordance with the Manual On Uniform Traffic Control Devices.
V19. The developer shall provide the VDOT Land Development Office with a list of all material sources prior to the start of
construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local
VDOT Land Development Office prior to acceptance of the work. Unit and total prices may be obscured.
V20. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be
determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and
VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to
VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and
given the opportunity to be present during the construction and testing of the density control strip.
V21. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications.
Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction
technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified
otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and
testing of the control strip.
V22. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below
the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of
foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with
VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the
foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT.
V23. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT’s
installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete.
V24. Approval of these plans shall expire five (5) years from the date of the approval letter.
V25. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT.
V26. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed
foundation elevation to determine the type and condition of the foundation. The contractor shall submit copies of borehole
logs and report findings of foundation exploration to the engineer and VDOT for approval prior to constructing box.
Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Contrary to the Standard, where rock is
encountered and cast-in-place box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or
otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be
determined by the engineer and approved by VDOT.
V27.The contractor/developer and subcontractors will be required to submit detailed Maintenance of Traffic plans for the work to
be pursued throughout the life of the project for review and consideration of approval by the VDOT Engineer. Additional MOT
plans may be required that combine or require revisions to the existing TTC's in the latest edition of the Virginia Work Area
Protection Manual. The VDOT Engineer shall be afforded at least 14 days to review MOT submittals for consideration of
approval.
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.
GENERAL PLAN AND CONSTRUCTION NOTES VDOT GENERAL NOTES
NOTES:
1.QUANTITIES SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY
2.1:1 SHRINK/FILL FACTORS WERE USED AND NO TOPSOIL REMOVED
62064
0 630630
640
6
3
0 640630610620600610620600600
610
590
580
620
560
570
580
590
600
610
630610620600630640600590620610590
60064063
0
620
610650630620630620
600590620630610600590610600610
600
630620
610
64
0630620630620
630640
630
640
6406306105906
2
0
600
59060064
0
640
640
630 6205906006106105905
9
0
6
00
600
59
0
580
580
6
1
0 61060059058062062
0
610 610600590600580600 590600
610 600600610610610590600600590610620
630 610620 620620640
600
610
580
610
600
590
580
590
570
570
580
590
600
61
0
600
610
61
0
60
0
590
600
590
610
600
610
600
590
580
570
560
580
590
600
570
620
610
61059
0
58
0
60
0
600 610610
610
620610
59
0
600
600590590
570
580
600
590
580
60
0
59
0
590
6106
2
0
620
610
600
6
2
0
6
1
0
5
9
0
6
0
0
630
62065063065
0
630
64062061062
0
620
630
630
610
61
0
600
6
0
0 5805
9
0 580PINE ROAD
(50' R/W DB651, PG508)
HI
G
H
B
A
N
K
S
R
D
JORDAN
SPR
INGS
RD
-RTE
664
WOODS M
I
L
L
R
D
-
R
T
E
6
6
0
(40'R
/
W
D
B
2
5
1
P
G
1
5
2
)WOODS MILL RD-RTE 660(40'R/W DB 251 PG 152)WOODS
M
I
L
L
R
D
-
R
T
E
6
6
0
(40'R
/
W
D
B
2
5
1
P
G
1
5
2
)WOODS MILL RD-RTE 660(40'R/W DB 251 PG 152)EXISTING
HOUSE TO
REMAIN
FUTURE ROUTE 37
RIGHT-OF-WAY 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVEXISTING CONDITIONS & CONDITIONAL USE PERMITRev. No.Date
1 10/20/2022SITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1"=500'
3
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECTPROJECT AREA PARCEL TABLE
ADJOINER PARCEL TABLE
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVAPPROVED CUP PLAN EXISTING CONDITIONSRev. No.Date
1 10/20/2022SITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1"=500'
3A
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECTAPPROVED CONCEPT PLAN - FOR INFORMATIONAL PURPOSES ONLY
620640630630640630640 630 610620600610620600
60059061061060059058062062061061
0
6
0
0
59
0
6
0
0
5
8
0
600
590600610600
60055A-1-21ROBERT WILLIAMSZONED: RA55A-1-20JRW PROPERTIES &RENTALS INCZONED: RA55A-1-22ARONALD & MARY LEEZONED: RA44-A-297ALLEN CONNERZONED: RA44-A-295WILLIAM REXRODE3.89 ACRES44-A-296HAROLD & ALLENCONNERZONED: RA44-A-297A ALLEN R CONNERZONED: RA45-4-1-2CLARK & BARBARA FORTNEYZONED: RP45-4-1-3JOHN & JUNE CONLEYZONED: RP45-4-1-4CATHERINE BELLZONED: RPCAROLYN KIENEZONED: RP55A-2-APATRICIA PERRYZONED: RA55A-3-BBRUNO VEGAZONED: RA55A-3-AROLAND & LINDAWHITACREZONED: RA44 A 294AAIKEN TONIE WALLACEZONED: RA/B2WETLAND 8WETLAND 8610610
610590600
60
0
590
61
0
620610620 62062063063061061060060058059058055-A-135RONALD & MARY LEEZONED: RA55-A-134ALLEN CONNERZONED: RAW
O
O
D
S
M
I
L
L
R
D
-
R
T
E
6
6
0
(4
0
'
R
/
W
D
B
2
5
1
P
G
1
5
2
)JORDAN SPRINGS RD-RTE 664(40'R/W)EX SAN FMs (APPROX LOC)EX SAN FMs (APPROX LOC)EX SAN FMs (APPROX LOC)EX 20' SAN ESMTEX 20' SAN ESMTEX 60' POWER ESMT610PROPOSED FENCEENTRANCE #3(SEE SHEET 25FOR DETAILS)X
X
XX#1CLVEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
E
E
E
E EEPR 30'ELEC ESMTPR 30'ELEC ESMTVARIABLE WIDTHELEC ESMTPR TEMPCONSTR ESMTLODLODLODLODLODLODLODLODSSFSSFSSFSSFSSFSSFSSFSSFSSFSSFSSFSSFSSFCECE^
^^LIMITS OF TREE CLEARINGSSFCE151 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 OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV
E&S PHASE 1 & 2Rev. No.Date201/09/2023SITE DEVELOPMENT PLAN
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA1"=100'407/18/2022AM/CCSP#48-22490844OREDBUD RUN SOLAR PROJECTMATCHLINESEE SHEET 5CARRYING OUT THE LAND DISTURBINGACTIVITY AS SET FORTH IN THE PLANS.IS THE PARTY RESPONSIBLE FORTHE RESPONSIBLE LAND DISTURBERDATE:CERTIFICATION #:NAME:RESPONSIBLE LAND DISTURBEREROSION/SEDIMENT CONTROL LEGEND KEY SYMBOL DESCRIPTIONLIMITS OF DISTURBANCELODSUPER SILT FENCESSF^^^INITIALLODINITIAL LIMITS OF CLEARING CONSTRUCTION ENTRANCECETEMPORARY DIVERSION DIKEDDØØØDRAINAGE DIVIDESTEMPORARY SEDIMENT TRAPST#XTEMPORARY SEDIMENT BASINSB#XTREE CLEARING LIMITSNOTE:ALL DISTURBANCE IN VDOT RIGHT-OF-WAY TO BE SEEDED/MULCHEDAND FULLY RESTORED TO ORIGINAL CONDITION UPON COMPLETION OFWORK.
600
610
590
580
620
560
570
580
590600610
6205906006106105905
9
0
60060
0
59
0
580
58
0
6
1
0
55-7-4
JOHN M LESLIE JR
ZONED: RA
55-7-3
RONALD M COMER
ZONED: RA
55-1-1
HEIDI WOHL
ZONED: RA
55A-1-2
NATHAN & KELSEY MYERS
ZONED: RA
55A-1-3
JANET ATKINSON
ZONED: RA
55A-1-4
MATTHEW & MELODY MUNDY
ZONED: RA
55A-1-9
KEVIN WELCH
ZONED: RA
55A-1-8
KEVIN WELCH
ZONED: RA
55A-1-11
BRIAN & SARAH
MERCHANT
ZONED: RA
55-1-13
JEFFREY & ANTINEA
FELTNER
ZONED: RA
55A-1-10
JEANETTE SHAFFER &
JEFFREY DORSEY
ZONED: RA
55A-1-15
REBECCA SMITH
ZONED: RA
55A-1-12
BRIAN & SARAH
MERCHANT
ZONED: RA
55A-1-14
SHARON & REBEKAH
RUSSELL
ZONED: RA
55A-1-18
JRW PROPERTIES &
RENTALS INC
ZONED: RA
55A-1-19
JRW PROPERTIES &
RENTALS INC
ZONED: RA
55A-1-21
ROBERT WILLIAMS
ZONED: RA
55A-1-16
RANDY BORROR
ZONED: RA
55A-1-17
TINA NEWLIN
ZONED: RA
55A-1-20
JRW PROPERTIES &
RENTALS INC
ZONED: RA
ZONED: RA
55-A-135
RONALD & MARY LEE
ZONED: RA
55-A-134
ALLEN CONNER
ZONED: RA
56-A-3
BENJAMIN & JEAN HALLAM
ZONED: RA
20' SANITARY ESMT
INST #060018311
WATERCOURSE 2
WATERCOURSE 1
WATERCOURSE 3
WATERCOURSE 4
WETLAND 1
WETLAND 3
WETLAND 2
630 61062
0 620620640
590
600
590
610
600
610
600
590
580
570
560
580
590
600
570 620610
6105
9
0
5
8
0
6
0
0
600 610WOODS
M
I
L
L
R
D
-
R
T
E
6
6
0
(40'R
/
W
D
B
2
5
1
P
G
1
5
2
)
EX SAN FMs (APPROX LOC)
EX SAN FMs (APPROX LOC)
EX 20' SAN ESMT
EX 20' SAN ESMT
WATERCOURSE 1
590
590
610600
EEEEEEEEEE
E
E
E
E
E
E
E
E
E
E
E
E
E E EEEEEEEEEEEEEEEEEEEEEEEEEE E E E E E E E E
Switch BoardTrans
f
o
r
m
e
r
CPS InverterGrouping-2MWACSwitch BoardTrans
f
o
r
m
e
r
CPS InverterGrouping-2MWACPROPOSED FENCE
PROPOSED FENCE
14' WIDE
GATE
18' WIDE GATE
ENTRANCE #2
(SEE SHEET 25
FOR DETAILS)
(SEE SHEET 25
FOR DETAILS)
PROPOSED FENCEXXXXXXXXXXXXXX
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXX XXXX
X
X X X X
X
X
X
X
X
XXXXXX XX
X
X XXXXXXXXX
X
X
X
X
X XX
X
XX
X
X
X
X
X
X
X
#1
CLV EEEEEEEEEEEEEEEEPR 30'
ELEC ESMT
PR TEMP
CONSTR ESMT
PR TEMP
CONSTR ESMT
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
SB#2C
AREA TO SB 2C
A=5.87 AC.
AREA TO SB 2B
A=4.32 AC.
SB#2B
SB#10
AREA TO SB 10
A=4.53 AC.
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
DD
DD
DD
DD
DD
DD
INITIAL
LOD
INITIAL
LOD
AREA TO ST9
A=2.89 AC.
AREA TO SSF
A=0.75 AC.
AREA TO ST3
A=2.76 AC.
AREA TO ST4
A=2.84 AC.
AREA TO ST8
A=2.78 AC.
CE
CE
AREA TO ST2
A=1.22 AC.
AREA TO ST1
A=2.47 AC.
DD
DD
DD
DD
DDDD
DD
DD
DD
ST#1
ST#2
ST#3
ST#4
ST#5
ST#8
ST#9
^^^^^^^^^^^
^
^^^^^^^^^^^^
^^^^^^
^^^^^^^
^^^^^^^^^^^^
^^^
^
^^^^^^^^WET STORAGE (A1)
DRY STORAGE (A2)
WET STORAGE (A1)
DRY STORAGE (A2)
00 00
00 00
08 00
08 00
08 00
92 00
92 00
15 00
15 00
18 00
18 00
18 00
00
18 00
17 00
17 00
WET STORAGE (A1)
DRY STORAGE (A2)
WET STORAGE (A1)
DRY STORAGE (A2)
WET STORAGE (A1)
DRY STORAGE (A2)
19 00
19 00
WET STORAGE (A1)
DRY STORAGE (A2)
WET STORAGE (A1)
DRY STORAGE (A2)
DD
INITIAL
LOD ^^^^^^
^
^
^
^^^^^^^^^^^^^^^INITIAL
LOD
INITIAL
LOD
INITIAL
LOD
DD
SSF
24 00
24 00
44 00
PRINCIPAL SPILLWAY
48" RISER W/ TRASH
RACK & ANTI-VORTEX
BAFFLE
PRINCIPAL SPILLWAY
48" RISER W/ TRASH
RACK & ANTI-VORTEX
PRINCIPAL SPILLWAY
48" RISER W/ TRASH
RACK & ANTI-VORTEX
BAFFLE
LIMITS OF TREE CLEARING
LIMITS OF TREE CLEARING
SSF
LOD 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVE&S PHASE 1 & 2Rev. No.Date
2 01/09/2023SITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1"=100'
5
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECTMATCHLINE
SEE SHEET 4
MATCHLINE
SEE SHEET 6
CARRYING OUT THE LAND DISTURBING
ACTIVITY AS SET FORTH IN THE PLANS.
IS THE PARTY RESPONSIBLE FOR
THE RESPONSIBLE LAND DISTURBER
DATE:
CERTIFICATION #:
NAME:
RESPONSIBLE LAND DISTURBER
EROSION/SEDIMENT CONTROL LEGEND
KEY SYMBOL DESCRIPTION
LIMITS OF DISTURBANCELOD
SUPER SILT FENCESSF
^^^INITIAL
LOD INITIAL LIMITS OF CLEARING
CONSTRUCTION ENTRANCECE
TEMPORARY DIVERSION DIKEDDØØØ
DRAINAGE DIVIDES
TEMPORARY SEDIMENT TRAPST#X
TEMPORARY SEDIMENT BASINSB#X
TREE CLEARING LIMITS
NOTE:
ALL DISTURBANCE IN VDOT RIGHT-OF-WAY TO BE SEEDED/MULCHED
AND FULLY RESTORED TO ORIGINAL CONDITION UPON COMPLETION OF
WORK.
630610620600630640600590620610590
60064063
0
620
610650630620630620
620630610600600
630620
610
640630620630620
TM #55-A-136
JRW PROPERTIES & RENTALS, INC.
DB 591, PG 630
133.8088 ACRES
55-A-125
RONALD SIMKHOVITCH SR
ZONED: RA
55-A-126A
SAMUEL & IDA SPEVAK
ZONED: RA
55-A-127C
FREDERICK COUNTY
ZONED: RA
55-A-127
JRW PROPERTIES & RENTALS INC
ZONED: RA
55-7-4
JOHN M LESLIE JR
ZONED: RA
55-5-5
CYNTHIA HAWKINS
ZONED: RA
55-5-6
EDWARD & ROSE FRAWLEY TRUSTEE
ZONED: RA
55-5-8
BRIAN & ERIN HARTMAN
ZONED: RA
55-5-9
LARRY & ELIZABETH PULLEN
ZONED: RA
55-5-10
BETTY BROWN
ZONED: RA
55-8-1
WALTER & ELIZABETH MITCHELL
ZONED: RA
55-A-127B
EDITH DUNLAP
ZONED: RA
40' ELECTRIC ESMT
DB 640, PG 113
WETLAND 2
WETLAND 4
WATERCOURSE 6
WATERCOURSE 5
WETLAND 6
WATERCOURSE 7
WETLAND 2
WATERCOURSE 6
WATERCOURSE 7
600
610
58
0
61
0
60
0
59
0
580
590
570
570
580
59
0
60
0
6
1
0
600
610
6
1
0
60
0
590
600
610
61
0
620610
5
9
0
600
600590590
570
580
6106
2
0 WOODS MILL RD-RTE 660(40'R/W DB 251 PG 152)63
0
630
EEEEEEEEEEE
E
E
E
E
E E E
E
E
E
E
E
E
E
E
E
E EEEEEEEEEEEEE E E E E E E E E E E E E E EEEEEEEEEEEEEE E E E E E E E E E E E
Switch
B
o
a
r
d
TransformerCPS InverterGrouping-2MWACSwitc
h
B
o
a
r
d
TransformerCPS InverterGrouping-2MWACSwitch BoardTransf
o
r
m
e
r
CPS InverterGrouping-2MWACSwitch
B
o
a
r
d
TransformerCPS InverterGrouping-2MWACPROPOSED FENCE
18' WIDE GATE XXXXXXXXXXXXXXXXX
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXX
X
X
X
X
X
X
XX XXXXXXXX XXXXXXX XX
X
X
X
X
X
XXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXX
X
X
X
X X X
XXLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
AREA TO SB 9
A=5.49 AC.
SB#9
SSF
SSF
SSF
SSF
SSF
LOD
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
AREA TO SB 2A
A=5.14 AC.
SB#2A
AREA TO SB 1B
A=3.32 AC.
AREA TO SB 1C
A=3.64 AC.
AREA TO SB 1D
A=4.57 AC.
SB#1B
SB#1C
SB#1D
SB#1A
AREA TO SB 1A
A=6.42 AC.
AREA TO ST11
A=2.96 AC.
AREA TO ST12
A=2.23 AC.
INITIAL
LOD
INITIAL
LOD
INITIAL
LOD
AREA TO ST15
A=2.33 AC.
AREA TO ST19
A=2.42 AC.
AREA TO SB#7
A=1.72 AC.
A=2.89 AC.
AREA TO ST5
A=1.77 AC.
AREA TO ST4
A=2.84 AC.
AREA TO ST6
A=2.99 AC.
AREA TO ST7
A=2.84 AC.
AREA TO ST10
A=2.15 AC.
AREA TO ST13
A=2.21 AC.
AREA TO ST16
A=2.75 AC.
AREA TO ST14
A=2.01 AC.
AREA TO ST32
AREA TO ST21
A=2.52 AC.
AREA TO ST20
A=2.96 AC.
AREA TO ST18
A=1.92 AC.
AREA TO SB 1E
A=6.43 AC.
AREA TO ST31
DD
DD
DD
DD
DD
DD
DD
DD
DD
DD
DD
DD
DD
DD
DD
DD
DD
DD
DD
DD
ST#5
ST#6
ST#7
ST#10
ST#11
ST#12
ST#13 ST#14
ST#15
ST#16
SB#7
ST#18
ST#19
ST#20
ST#21
ST#26
DD
DD
DD
DD
^^^^^^^^^^^^^^^^^
^^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^^^^^^^^^^^^
^
^^^
^
^
^^^^^
18 00
18 00
18 00
18 00
17 00
17 00
WET STORAGE (A1)
DRY STORAGE (A2)
WET STORAGE (A1)
DRY STORAGE (A2)
19 00
19 00
WET STORAGE (A1)
DRY STORAGE (A2)
WET STORAGE (A1)
DRY STORAGE (A2)
WET STORAGE (A1)
DRY STORAGE (A2)
WET STORAGE (A1)
DRY STORAGE (A2)WET STORAGE (A1)
DRY STORAGE (A2)
WET STORAGE (A1)
DRY STORAGE (A2)
WET STORAGE (A1)
DRY STORAGE (A2)
WET STORAGE (A1)
DRY STORAGE (A2)
WET STORAGE (A1)
DRY STORAGE (A2)
WET STORAGE (A1)
DRY STORAGE (A2)
WET STORAGE (A1)
DRY STORAGE (A2)
WET STORAGE (A1)
DRY STORAGE (A2)
WET STORAGE (A1)
DRY STORAGE (A2)
DD
DD
SSF
DD
DD
INITIAL
LOD
^
^
^^^^^^^^^^^^^^^^
^^^^^^^^^^
^
^
^
^
^^
^^^^^^^^^^^^^^^^
INITIAL
LOD
DD
INITIAL
LOD
INITIAL
LOD
INITIAL
LOD
INITIAL
LOD
INITIAL
LOD
INITIAL
LOD
DD
44 00
44 00
26 00
26 00
21 00
21 00
10 00
10 00
27 00
27 00
12 00
12 00
07 00
07 00
11 00
11 002500
25 00
20 00
20 00
32 00
32 00
06 000600
06 00
DD
DD
PRINCIPAL SPILLWAY
48" RISER W/ TRASH
RACK & ANTI-VORTEX
PRINCIPAL SPILLWAY
48" RISER W/ TRASH
RACK & ANTI-VORTEX
PRINCIPAL SPILLWAY
48" RISER W/ TRASH
RACK & ANTI-VORTEX
PRINCIPAL SPILLWAY
48" RISER W/ TRASH
RACK & ANTI-VORTEX
PRINCIPAL SPILLWAY
48" RISER W/ TRASH
RACK & ANTI-VORTEX
PRINCIPAL SPILLWAY
48" RISER W/ TRASH
RACK & ANTI-VORTEX
BAFFLE
BAFFLE
BAFFLE
BAFFLE
BAFFLE
PRINCIPAL SPILLWAY
48" RISER W/ TRASH
RACK & ANTI-VORTEX
LIMITS OF TREE CLEARING
LIMITS OF TREE CLEARING
FUTURE ROUTE 37
RIGHT-OF-WAY 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVE&S PHASE 1 & 2Rev. No.Date
2 01/09/2023SITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1"=100'
6
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECTMATCHLINE
SEE SHEET 7
MATCHLINE
SEE SHEET 5
CARRYING OUT THE LAND DISTURBING
ACTIVITY AS SET FORTH IN THE PLANS.
IS THE PARTY RESPONSIBLE FOR
THE RESPONSIBLE LAND DISTURBER
DATE:
CERTIFICATION #:
NAME:
RESPONSIBLE LAND DISTURBER
EROSION/SEDIMENT CONTROL LEGEND
KEY SYMBOL DESCRIPTION
LIMITS OF DISTURBANCELOD
SUPER SILT FENCESSF
^^^INITIAL
LOD INITIAL LIMITS OF CLEARING
CONSTRUCTION ENTRANCECE
TEMPORARY DIVERSION DIKEDDØØØ
DRAINAGE DIVIDES
TEMPORARY SEDIMENT TRAPST#X
TEMPORARY SEDIMENT BASINSB#X
TREE CLEARING LIMITS
NOTE:
ALL DISTURBANCE IN VDOT RIGHT-OF-WAY TO BE SEEDED/MULCHED
AND FULLY RESTORED TO ORIGINAL CONDITION UPON COMPLETION OF
WORK.
600590620630610600590610600610630640
63
0
640
6406306105906
2
0
600
59060064
0
640
640
630
55-A-109A
BRYAN SCOTT JENKINS
ZONED: RA
55-A-110
BETTE P JENKINS
ZONED: RA
55-A-139
STEPHANIE SEMPLES
ZONED: RA
55-A-138
STEPHANIE SEMPLES
ZONED: RA
55-A-111
JEFFREY JENKINS
ZONED: RA
55-A-112
GARLAND & BARBARA JENKINS
ZONED: RA
55-A-112A
WYATT & ARIELLE PEARSON
ZONED: RA
55-A-124
THOMAS & RACHAEL MENGEL
ZONED: RA
55-A-137E
SUSAN ADAMKIEWICZ TRUS
ZONED: RA
55-A-137A
TRUSTEES OF
EMMANUEL UNITED
METHODIST
CHURCH
ZONED: RA
55-A-137C
GEORGE &
JUDITH BENNETT
ZONED: RA
55-A-137D
MICHALE & NORMA MCGUIRE
ZONED: RA
40' ELECTRIC ESMT
DB 640, PG 113
WETLAND 5
WATERCOURSE 7
WATERCOURSE 9
WETLAND 7
WATERCOURSE 8
600
590
580
6
0
0
59
0
590
6106
2
0
620
610
600
6
2
0
6
1
0
5
9
0
6
0
0
630
62065063065
0
630
640620PINE ROAD
(50' R/W DB651, PG508)WOODS MILL RD-RTE 660(40'R/W DB 251 PG 152)EXISTING
HOUSE TO
REMAIN
EX 20' SAN ESMTEE
EE E E E63063263463663864064264463063263463663864064264414' WIDE
ACCESS ROAD
28' WIDE
GATE
620
620 600605605600620630EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEESwitc
h
B
o
a
r
d
TransformerCPS InverterGrouping-2MWACSwitc
h
B
o
a
r
d
TransformerCPS InverterGrouping-2MWACPROPOSED FENCE
TEMPORARY CONSTRUCTION
ENTRANCE
(SEE SHEET 25 FOR DETAILS)XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X X
X
X
X
X
X X X X
X
X
X
X XXXX
X
X
X
X X X
XXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX14' WIDE
GATE
PROPOSED FENCE
630
63
0
62
0
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
SSF
SSF
SSF
SSF
SSFSSF
SSF
SB#6
AREA TO SB 6
A=2.86 AC.
AREA TO SB 5
A=5.49 AC.
AREA TO SB 4B
A=8.37 AC.
AREA TO SB 3
A=5.06 AC.
SB#5
SB#4B
SB#3
AREA TO SB 4A
A=4.24 AC.
SB#4A
INITIAL
LOD
AREA TO ST25
A=1.95 AC.AREA TO ST24
A=2.44 AC.
AREA TO ST32
A=2.72 AC.AREA TO ST30
A=2.42 AC.
AREA TO ST22
A=2.88 AC.
AREA TO ST29
A=2.96 AC.
AREA TO ST28
A=2.85 AC.
AREA TO ST27
A=2.26 AC.
AREA TO ST23
A=2.97 AC.
CE
CE
AREA TO SB 1E
A=6.43 AC.
AREA TO ST31
A=2.17 AC.
AREA TO SSF
A=0.77 AC.
AREA TO SSF
A=0.34 AC.
AREA TO ST26
A=2.80 AC.
DD
DD
DD
DD
DD
DD
DD
DD
DD
DD
AREA TO SSF
A=0.89 AC.
AREA TO SSF
A=0.93 AC.
ST#22
ST#23
ST#25
ST#24
ST#26
ST#27
ST#28
ST#29
ST#30 ST#31
ST#32
DD
DD
SSF
WET STORAGE (A1)
DRY STORAGE (A2)
WET STORAGE (A1)
DRY STORAGE (A2)
WET STORAGE (A1)
DRY STORAGE (A2)
WET STORAGE (A1)
DRY STORAGE (A2)
WET STORAGE (A1)
DRY STORAGE (A2)
WET STORAGE (A1)
DRY STORAGE (A2)
WET STORAGE (A1)
DRY STORAGE (A2)
WET STORAGE (A1)
DRY STORAGE (A2)
WET STORAGE (A1)
DRY STORAGE (A2)WET STORAGE (A1)
DRY STORAGE (A2)
WET STORAGE (A1)
DRY STORAGE (A2)
INITIAL
LOD
^
^
^
^^^^^
^
^^^^^^^^
^^^^^^^^
^
^^^^^^^^^
^^^^^^^^^^^^^^^
^
^
^^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^^^^^^^^^^^^^^^^^^^^
^
^^
^^^^^^^
INITIAL
LOD
DD
INITIAL
LOD
INITIAL
LOD
SSF
32 00
32 00
38 00
38 00
28 00
28 00
34 00
34 00
06 000600
29 00
29 002800
28 00
33 003300
41 00
41 00
30 00
30 00
30 00
28 00
28 00
06 00
PRINCIPAL SPILLWAY
48" RISER W/ TRASH
RACK & ANTI-VORTEX
PRINCIPAL SPILLWAY
48" RISER W/ TRASH
RACK & ANTI-VORTEX
PRINCIPAL SPILLWAY
48" RISER W/ TRASH
RACK & ANTI-VORTEX
PRINCIPAL SPILLWAY
48" RISER W/ TRASH
RACK & ANTI-VORTEX
PRINCIPAL SPILLWAY
48" RISER W/ TRASH
RACK & ANTI-VORTEX
PRINCIPAL SPILLWAY
48" RISER W/ TRASH
RACK & ANTI-VORTEX
BAFFLE
BAFFLE
LIMITS OF TREE CLEARING
LIMITS OF TREE CLEARING
LIMITS OF TREE CLEARING 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVE&S PHASE 1 & 2Rev. No.Date
2 01/09/2023SITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1"=100'
7
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECTMATCHLINE
SEE SHEET 6
CARRYING OUT THE LAND DISTURBING
ACTIVITY AS SET FORTH IN THE PLANS.
IS THE PARTY RESPONSIBLE FOR
THE RESPONSIBLE LAND DISTURBER
DATE:
CERTIFICATION #:
NAME:
RESPONSIBLE LAND DISTURBER
EROSION/SEDIMENT CONTROL LEGEND
KEY SYMBOL DESCRIPTION
LIMITS OF DISTURBANCELOD
SUPER SILT FENCESSF
^^^INITIAL
LOD INITIAL LIMITS OF CLEARING
CONSTRUCTION ENTRANCECE
TEMPORARY DIVERSION DIKEDDØØØ
DRAINAGE DIVIDES
TEMPORARY SEDIMENT TRAPST#X
TEMPORARY SEDIMENT BASINSB#X
TREE CLEARING LIMITS
NOTE:
ALL DISTURBANCE IN VDOT RIGHT-OF-WAY TO BE SEEDED/MULCHED
AND FULLY RESTORED TO ORIGINAL CONDITION UPON COMPLETION OF
WORK.
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVMINIMUM CONSTRUCTION STANDARDS
An erosion and sediment control program adopted with this plan must be consistent with
the VESCH 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.All trenching shall be performed in accordance with 4VAC50-30-40 subsection 16.
e.Material used for backfilling trenches shall be properly compacted in order to
minimize erosion and promote stabilization.
f.Restabilization shall be accomplished in accordance with this chapter.
g.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 Virginia Erosion & Sediment Control
Handbook (VESCH) 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 Virginia Erosion & Sediment Control Program
(VESCP) authority to prevent downstream erosion.
d.The applicant shall provide evidence of permission to make the improvements.
e.All hydrologic analyses shall be based on the existing watershed characteristics and
the ultimate development condition of the subject project.
f.If the applicant chooses an option that includes stormwater detention, he shall obtain
approval from the VESCP of a plan for maintenance of the detention facilities. The
plan shall set forth the maintenance requirements of the facility and the person
responsible for performing the maintenance.
g.Outfall from a detention facility shall be discharged to a receiving channel, and
energy dissipators shall be placed at the outfall of all detention facilities as necessary
to provide a stabilized transition from the facility to the receiving channel.
h.All on-site channels must be verified to be adequate.
i.Increased volumes of sheet flows that may cause erosion or sedimentation on
adjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipe
system, or to a detention facility.
j.In applying these stormwater management criteria, individual lots or parcels in a
residential, commercial or industrial development shall not be considered to be
separate development projects. Instead, the development, as a whole, shall be
considered to be a single development project. Hydrologic parameters that reflect the
ultimate development condition shall be used in all engineering calculations.
k.All measures used to protect properties and waterways shall be employed in a
manner which minimizes impacts on the physical, chemical and biological integrity of
rivers, streams and other waters of the state.
l.Any plan approved prior to July 1, 2014, that provides for stormwater management
that addresses any flow rate capacity and velocity requirements for natural or
man-made channels shall satisfy the flow rate capacity and velocity requirements for
natural or man-made channels if the practices are designed to (i) detain the water
quality volume and to release it over 48 hours; (ii) detain and release over a 24-hour
period the expected rainfall resulting from the one year, 24-hour storm; and (iii)
reduce the allowable peak flow rate resulting from the 1.5, 2, and 10-year, 24-hour
storms to a level that is less than or equal to the peak flow rate from the site
assuming it was in a good forested condition, achieved through multiplication of the
forested peak flow rate by a reduction factor that is equal to the runoff volume from
the site when it was in a good forested condition divided by the runoff volume from
the site in its proposed condition, and shall be exempt from any flow rate capacity and
velocity requirements for natural or man-made channels as defined in any regulations
promulgated pursuant to § 62.1-44.15:54 or 62.1-44.15:65 of the Act.
m.For plans approved on and after July 1, 2014, the flow rate capacity and velocity
requirements of § 62.1-44.15:52 A of the Act and this subsection shall be satisfied by
compliance with water quantity requirements in the Stormwater Management Act (§
62.1-44.15:24 et seq. of the Code of Virginia) and attendant regulations, unless such
land-disturbing activities are in accordance with 9VAC25-870-48 of the Virginia
Stormwater Management Program (VSMP) Regulation or are exempt pursuant to
subdivision C 7 of § 62.1-44.15:34 of the Act.
n.Compliance with the water quantity minimum standards set out in 9VAC25-870-66 of
the Virginia Stormwater Management Program (VSMP) Regulation shall be deemed
to satisfy the requirements of this subdivision 19.
EROSION AND SEDIMENT
CONTROL NARRATIVE
Description: The project will consist of the construction of solar panels and supporting roads, buried electric
lines, and fencing. The properties are located off Woods Mill Road, east of Stephenson, north of Route 7 in
Frederick County, Virginia. A total of 177 will be disturbed for construction.
Date of construction: Construction will begin September 2023 and will take approximately twelve (12) months to
complete.
Existing site conditions: The site is currently woods and open fields. The site is divided into three primary
drainage areas draining east, north and west. All areas drain to Opequon Creek. Typical slopes range between
3% and 50%.
Adjacent areas: The site is bounded by Pine Rd to the south, Woods Mill Rd and residential properties on the
west, and residential properties to the north and east. Adjacent properties are zoned RA.
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:
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) and super silt fence 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 temporary diversion dikes (3.09) as shown on the plans to divert sediment-laden runoff to the sediment
trapping structures.
Install Temporary Sediment Traps (3.13) and Sediment Basins (3.14) as shown on plans to detain
sediment-laden runoff from small disturbed areas long enough to allow the majority of the sediment to settle
out.
Outlet protection (3.18) shall be installed on all Sediment Trap and Sediment Basin 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.
Phase II:
Phase I controls shall remain into Phase II for the duration of the project or until drainage area is stabilized.
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.
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
1.Hold pre-construction meeting on site with inspector.
2.Install construction entrance.
3.Initial Clearing and grubbing for sediment control devices only. Initial limits for these devices is
shown on these plans.
4.Placement of sediment control devices, Sediment Traps, and Sediment Basins.
5.Obtain inspector's approval prior to beginning grading operations.
6.Clear and grub main area of site protected by installed E&S controls.
Phase II
7.Rough grade remainder of site.
8.Convert Sediment Basins into Final SWM Ponds.
9.Installation of underground utilities. Jack and Bore under existing streams and roads to be
performed to ensure no disturbance within stream buffers or road right-of-way.
10.Final grading.
11.Installation of solar panels and associated equipment.
12.Remove sediment traps overlapping with solar panels where necessary, ensuring that the area is
fully stabilized. Inspector Approval to be obtained in these areas prior to removal.
13.Restoration and stabilization of disturbed areas.
14.Remove erosion and sediment control measures with the approval of the inspector.
Note: The Frederick County Public Works and Engineering Department retain the right to add and/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 Virginia Erosion &
Sediment Control Handbook (VESCH).
2.Spread topsoil at a minimum depth of four (4) inches.
3.Incorporate pulverized agricultural limestone into the topsoil at a rate of 92 lbs. per 1,000 square
feet (2 tons per acre).
4.Fertilize with 10-10-10 fertilizer at a rate of 23 lbs per 1,000 square feet (1,000 lbs per acre).
5.Seed all areas with a seed mix consisting of 67% Kentucky 31 Tall Fescue and 33% Red Top
Clover.
6.Mulch all seeded areas with straw mulch applied at a rate of 3,500 lbs per acre anchored with
cutback or emulsified asphalt applied at a rate of 200 gallons per acre.
Dust control:
1.Temporary seeding shall be applied to all disturbed areas subject to little or no construction traffic.
2.All haul roads and other heavy traffic routes shall be sprinkled with water until the surface is wet and
repeated as needed to control dust.E&S NARRATIVERev. No.Date
1 10/20/2022SITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAN/A
8
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECTSOILS MAP
1"=600'
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVE&S DETAILSRev. No.Date
SITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAN/A
9
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECTNOTE:
NO SPECIES LISTED ON THE VIRGINIA INVASIVE PLANT
SPECIES LIST, AS PUBLISHED BY THE DCR WILL BE UTILIZED.
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVE&S DETAILSRev. No.Date
SITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAN/A
10
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECTTEMPORARY DIVERSION CHANNEL
N.T.S.
118" TYP.
DITCH DEPTH
3'VARIABLEROADWAY
2 MAX
1
GRASS LINED DITCH
CUT SL
O
P
E
/
EX. GR
A
D
E
2 MAX
*NO FILL TO BE PLACED WITH DITCH CONSTRUCTION
SEDIMENT BASIN COMPUTATIONSSITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date
N/A
11
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECT
SEDIMENT BASIN COMPUTATIONSSITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date
N/A
12
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECT
SEDIMENT BASIN COMPUTATIONSSITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date
N/A
13
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECT
SEDIMENT BASIN COMPUTATIONSSITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date
N/A
14
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECT
62064063063064063064
0
6
3
0
61
0
62
0
600
610
620
60
0
6006105905806205605705805906
0
0
6
1
0
630
610 620600
630
640
60059
0
620
610590600640
63062061065
0
63
0
6
2
0
630
62
0
60059
0
62
0
6
3
0
61
0
6
0
0
5
9
0
61060
0
6106006
3
0
620610640630620
630
6
2
0
63
0 640
630640640630610
59
0 62060059060
0 6406406
40630
620
59
0
600
610
610590 590600600590580580610610600590580620620610610
6
0
0
590
6
0
0
5
8
0
600
590600610600
60020' SANITARY ESMTINST #06001831140' ELECTRIC ESMTDB 640, PG 11340' ELECTRIC ESMTDB 640, PG 113610610
610590600
600
590
61
0
620630610620620 6206406006105806106005905805905705705805906006106006106106005906005906106006106005905805705605805906005706
2
0
6
10
61
0590580600 60061
0
6106106
2
061059060060059059057058060059058060059059061062062061060062061059060063062
0
65063065063064062
0
6
1
0
620620630630610610600600580590580PINE ROAD(50' R/W DB651, PG508)WOODS MILL
R
D
-
R
T
E
6
6
0
(40'R/W DB 2
5
1
P
G
1
5
2
)
WO
O
D
S
M
I
L
L
R
D
-
R
T
E
6
6
0
(40'
R
/
W
D
B
2
5
1
P
G
1
5
2
)
W
O
O
D
S
M
I
L
L
R
D
-
R
T
E
6
6
0
(4
0
'
R
/
W
D
B
2
5
1
P
G
1
5
2
)
W
O
O
D
S
M
I
L
L
R
D
-
R
T
E
6
6
0
(4
0
'
R
/
W
D
B
2
5
1
P
G
1
5
2
)EXISTINGHOUSE TOREMAINEX SAN FMs (APPROX LOC)EX SAN FMs (APPROX LOC)EX SAN FMs (APPROX LOC)EX SAN FMs (APPROX LOC)EX SAN FMs (APPROX LOC)EX 20' SAN ESMTEX 20' SAN ESMTEX 20' SAN ESMTEX 20' SAN ESMTEX 60' POWER ESMTEE100' BRL100' BRL100' BRL100' BRL100' BRL100' BRL100' BRL100' BRL60' BRL
60' BRL
60' B
R
L
60' B
R
L
10
0
'
B
R
L EEEEEEEEE
E E E
E
E
E
E
E
E E E E
EEEEE E E E
EEEEEE E E
E
EEEE
EEEEEEESwitch Board
Transformer
CPS InverterGrouping-2MWAC
Switch Board
Transformer
CPS InverterGrouping-2MWAC
Switch Board
Transformer
CPS InverterGrouping-2MWAC
Switch Board
Transformer
CPS InverterGrouping-2MWAC
Switch Board
Transformer
CPS InverterGrouping-2MWAC
Switch Board
Transformer
CPS InverterGrouping-2MWAC
Switch Board
Transformer
CPS InverterGrouping-2MWAC
Switch Board
Transformer
CPS InverterGrouping-2MWACX X
X
X
XXXXXXX XXXXXXXXXXXXXXXXXXX
X XXXXXX XX
X
X
X
X
XXXXXXXXXXX
X
XXXXXXX X X
X
X
XXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXX X
X
#1CLVEEEEEEEEEEEEPR 30'ELEC ESMTPR 30'ELEC ESMTVARIABLE WIDTHELEC ESMTPR 30'ELEC ESMTPR TEMPCONSTR ESMTPR TEMPCONSTR ESMTPR TEMPCONSTR ESMTSHEET 16&20
SHEET 17&21
SHEET 18&22
SHEET 19&23
FUTURE ROUTE 37
RIGHT OF WAY
FUTURE ROUTE 37 RIGHT-OF-WAY151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVOVERALL SITE PLANRev. No.Date
1 10/20/2022SITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA15
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECT1"=300'
55A-1-18
JRW PROPERTIES &
RENTALS INC
ZONED: RA
55A-1-21
ROBERT WILLIAMS
ZONED: RA
55A-1-20
JRW PROPERTIES &
RENTALS INC
ZONED: RA
55A-1-22A
RONALD & MARY LEE
ZONED: RA
44-A-297
ALLEN CONNER
ZONED: RA
44-A-295
WILLIAM REXRODE
3.89 ACRES
44-A-296
HAROLD & ALLEN
CONNER
ZONED: RA
44-A-297A
ALLEN R CONNER
ZONED: RA
45-4-1-2
CLARK & BARBARA FORTNEY
ZONED: RP
45-4-1-3
JOHN & JUNE CONLEY
ZONED: RP
45-4-1-4
CATHERINE BELL
ZONED: RP
CAROLYN KIENE
55A-2-A
PATRICIA PERRY
ZONED: RA
55A-3-B
BRUNO VEGA
ZONED: RA
55A-3-A
ROLAND & LINDA
WHITACRE
ZONED: RA
44 A 294A
AIKEN TONIE WALLACE
ZONED: RA/B2
WETLAND 8
WETLAND 8
55-A-135
RONALD & MARY LEE
ZONED: RA
55-A-134
ALLEN CONNER
ZONED: RA
WOODS
M
I
L
L
R
D
-
R
T
E
6
6
0
(40'R
/
W
D
B
2
5
1
P
G
1
5
2
)
JORDAN
SPR
INGS
RD
-RTE
664
(40
'R
/W
)
EX SAN FMs (APPROX LOC)
EX SAN FMs (APPROX LOC)
EX SAN FMs (APPROX LOC)
EX 20' SAN ESMT
EX 20' SAN ESMT
EX 60' POWER ESMT
100' BRLPROPOSED FENCE
14' WIDE
TEMPORARY
CONSTRUCTION
ACCESS ROAD
ENTRANCE #3
(SEE SHEET 25
FOR DETAILS)
MEDIUM
VOLTAGE
LINE
20x30
BORE PIT
20x20
RECIEVING PIT
213' OF 6"
PVC CASING
POLE MOUNTED POINT OF
INTERCONNECTION WITH EX
OVERHEAD ELECTRIC LINE
20x20
RECIEVING PIT
76' OF 6"
PVC CASING
PROPOSED
POWER POLE
(TYP)XXXX
X
X
#1
CLV EEEEEEEEEEEEEEEEEEEEE
EEEEE
EEEEEEEEEEEEPR 30'
ELEC ESMT
PR 30'
ELEC ESMT
VARIABLE WIDTH
ELEC ESMT
20x30
BORE PIT
PR TEMP
CONSTR ESMT
18" HDPE PIPE
112'@ 2.7%
CULVERT
EXTENSION
ELECTRICAL EASEMENT
SHALL NOT OVERLAP THE
FCSA ESMT. (TYP.)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSITE PLANRev. No.Date
1 10/20/2022SITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1"=100'
16
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECTMATCHLINE
SEE SHEET 17
55-7-4
JOHN M LESLIE JR
ZONED: RA
55-7-3
RONALD M COMER
ZONED: RA
55-1-1
HEIDI WOHL
ZONED: RA
55A-1-2
NATHAN & KELSEY MYERS
ZONED: RA
55A-1-3
JANET ATKINSON
ZONED: RA
55A-1-4
MATTHEW & MELODY MUNDY
ZONED: RA
55A-1-9
KEVIN WELCH
ZONED: RA
55A-1-8
KEVIN WELCH
ZONED: RA
55A-1-11
BRIAN & SARAH
MERCHANT
ZONED: RA
55-1-13
JEFFREY & ANTINEA
FELTNER
ZONED: RA
55A-1-10
JEANETTE SHAFFER &
JEFFREY DORSEY
ZONED: RA
55A-1-15
REBECCA SMITH
ZONED: RA
55A-1-12
BRIAN & SARAH
MERCHANT
ZONED: RA
55A-1-14
SHARON & REBEKAH
RUSSELL
ZONED: RA
55A-1-18
JRW PROPERTIES &
RENTALS INC
ZONED: RA
55A-1-19
JRW PROPERTIES &
RENTALS INC
ZONED: RA
55A-1-21
ROBERT WILLIAMS
ZONED: RA
55A-1-16
RANDY BORROR
ZONED: RA
55A-1-17
TINA NEWLIN
ZONED: RA
55A-1-20
JRW PROPERTIES &
RENTALS INC
ZONED: RA
55-A-135
RONALD & MARY LEE
ZONED: RA
55-A-134
ALLEN CONNER
ZONED: RA
56-A-3
BENJAMIN & JEAN HALLAM
ZONED: RA
20' SANITARY ESMT
INST #060018311
WATERCOURSE 2
WATERCOURSE 1
WATERCOURSE 3
WATERCOURSE 4
WETLAND 1
WETLAND 2
WETLAND 3
WETLAND 2
WOODS
M
I
L
L
R
D
-
R
T
E
6
6
0
(40'R
/
W
D
B
2
5
1
P
G
1
5
2
)
EX SAN FMs (APPROX LOC)
EX SAN FMs (APPROX LOC)
EX 20' SAN ESMT
EX 20' SAN ESMT
17155
100'
B
R
L 100' BRL100' BRL10
0
'
B
R
L
100' BRL60' BRLPOND 2B
POND 10
POND 2C
EEEEEEEEEEE
E
E
E
E
E
E E
E
E E
E E
E
E EEEEEEEEEEEEEEEEEEEEEEEEEE E E E E E E E E
Switch BoardTrans
f
o
r
m
e
r
CPS InverterGrouping-2MWACSwitch BoardTrans
f
o
r
m
e
r
CPS InverterGrouping-2MWACPROPOSED
TEMPORARY
LAY DOWN
AREA
PROPOSED FENCE
SOLAR MODULE (TYP)
SOLAR
MODULE
(TYP)
PROPOSED
STAGING
AREA
PROPOSED FENCE
35' RIPARIAN BUFFER (TYP.)
14' WIDE
ACCESS
ROAD
SOLAR MODULE (TYP)
14' WIDE
ACCESS
ROAD
14' WIDE
GATE
18' WIDE GATE
35' RIPARIAN BUFFER (TYP.)
35' RIPARIAN BUFFER (TYP.)
ENTRANCE #2
(SEE SHEET 25
FOR DETAILS)
COLLECTION
EQUIPMENT
COLLECTION
EQUIPMENT
COLLECTION
PROPOSED MEDIUM
VOLTAGE ELECTRIC
LINE (TYP.)
20x30
BORE PIT
20x20
RECIEVING PIT
150' OF 6"
CASING
15" HDPE PIPE
25'@ 8.0%
PROPOSED MEDIUM
VOLTAGE ELECTRIC
LINE (TYP.)
COLLECTION
EQUIPMENT
DIVERSION DITCH
W/ EARTHEN BERM
(1.5' DEEP, 2' WIDE)
DIVERSION DITCH
W/ EARTHEN BERM
(1.5' DEEP, 2' WIDE)
DIVERSION DITCH
DIVERSION DITCH
W/ EARTHEN BERM
(1.5' DEEP, 2' WIDE)
DIVERSION DITCH
W/ EARTHEN BERM
(1.5' DEEP, 2' WIDE)
PROPOSED FENCEXXXXXXXXXXXXXX
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXX
X
X X X X
X
X
X
X
X
XXXXXXX
X XX
X
X XXXXXXXXX
X
X
X
X
X XX
X
XX
X
X
X
X
X
X
X
30' OF 6"
PVC CASING
ELECTRICAL EASEMENT
SHALL NOT OVERLAP THE
FCSA ESMT. (TYP.)
#1
CLV
EEEEEEEEEEEEEEPR 30'
ELEC ESMT
PR TEMP
CONSTR ESMT
PR TEMP
CONSTR ESMT
PARKING
SPACE
18" HDPE PIPE
112'@ 2.7%
CULVERT
EXTENSION
PARKING
SPACE
PARKING
SPACE
30
50 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSITE PLANRev. No.Date
1 10/20/2022SITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA17
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECTMATCHLINE
SEE SHEET 16
MATCHLINE
SEE SHEET 18
1"=100'
TM #55-A-136
JRW PROPERTIES & RENTALS, INC.
DB 591, PG 630
133.8088 ACRES
55-A-127C
FREDERICK COUNTY
ZONED: RA
55-A-127
JRW PROPERTIES & RENTALS INC
ZONED: RA
55-7-4
JOHN M LESLIE JR
ZONED: RA
55-5-5
CYNTHIA HAWKINS
ZONED: RA
55-5-6
EDWARD & ROSE FRAWLEY TRUSTEE
ZONED: RA
55-5-8
BRIAN & ERIN HARTMAN
ZONED: RA
55-5-9
LARRY & ELIZABETH PULLEN
ZONED: RA
55-5-10
BETTY BROWN
ZONED: RA
55-8-1
WALTER & ELIZABETH MITCHELL
ZONED: RA
55-A-127B
EDITH DUNLAP
ZONED: RA
40' ELECTRIC ESMT
DB 640, PG 113
WETLAND 2
WETLAND 4
WATERCOURSE 6
WATERCOURSE 5
WETLAND 6
WATERCOURSE 7
WATERCOURSE 6
WATERCOURSE 7WOODS MILL RD-RTE 660(40'R/W DB 251 PG 152)100' BRL100' BRL60' BRLPOND 1A
POND 1B
POND 1C
POND 1D
POND 9
POND 2A
POND 1E
POND 7
EEEEEEEEE
E
E
E
E
E
E
E E E
E
E
E
E
E
E
E
E
E
E EEEEEEEEEEEEE E E E E E E E E E E E E E EEEEEEEEEEEEEE E E E E E E E E E E E Switch BoardTrans
f
o
r
m
e
r
CPS InverterGrouping-2MWACSwitch BoardTransf
o
r
m
e
r
CPS InverterGrouping-2MWACSwitch BoardTrans
f
o
r
m
e
r
CPS InverterGrouping-2MWACSwitch BoardTransf
o
r
m
e
r
CPS InverterGrouping-2MWAC35' RIPARIAN BUFFER (TYP.)
PROPOSED FENCE
SOLAR MODULE (TYP.)
14' WIDE
ACCESS
ROAD
14' WIDE
ACCESS
ROAD
14' WIDE
ACCESS
ROAD
18' WIDE GATE
35' RIPARIAN BUFFER (TYP.)
35' RIPARIAN BUFFER (TYP.)
PROPOSED MEDIUM
VOLTAGE ELECTRIC
LINE (TYP.)
COLLECTION
EQUIPMENT
COLLECTION
EQUIPMENT
COLLECTION
EQUIPMENT
COLLECTION
EQUIPMENT
PROPOSED MEDIUM
VOLTAGE ELECTRIC
LINE (TYP.)
20x30
BORE PIT
20x20
RECIEVING PIT
644' OF 6"
CASING
644' OF 6" PVC CASING
UNDER FUTURE RTE 37
RIGHT-OF-WAY
DIVERSION DITCH
W/ EARTHEN BERM
(1.5' DEEP, 2' WIDE)
DIVERSION DITCH
W/ EARTHEN BERM
(1.5' DEEP, 2' WIDE)
DIVERSION DITCH
W/ EARTHEN BERM
(1.5' DEEP, 2' WIDE)
DIVERSION DITCH
W/ EARTHEN BERM
(1.5' DEEP, 2' WIDE)
DIVERSION DITCH
W/ EARTHEN BERM
(1.5' DEEP, 2' WIDE)XXXXXXXXXXXXXXXX
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXX
X
X
X
X XX
XX XXXXXXXX XXXX
X
X
X
X
X
XXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXX
X
X
X
X X X
XX25
35 PARKING
SPACE
PARKING
SPACE
PARKING
SPACE
PARKING
SPACE
31
32
FUTURE ROUTE 37 RIGHT-OF-WAY 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSITE PLANRev. No.Date
1 10/20/2022 STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA18
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECTMATCHLINE
SEE SHEET 17
MATCHLINE
SEE SHEET 19
1"=100'SITE DEVELOPMENT PLAN
55-A-109A
BRYAN SCOTT JENKINS
ZONED: RA
55-A-110
BETTE P JENKINS
ZONED: RA
55-A-139
STEPHANIE SEMPLES
ZONED: RA
55-A-138
STEPHANIE SEMPLES
ZONED: RA
55-A-111
JEFFREY JENKINS
ZONED: RA
55-A-112
GARLAND & BARBARA JENKINS
ZONED: RA
55-A-112A
WYATT & ARIELLE PEARSON
ZONED: RA
55-A-124
THOMAS & RACHAEL MENGEL
ZONED: RA
55-A-137E
SUSAN ADAMKIEWICZ TRUS
ZONED: RA
55-A-137A
TRUSTEES OF
EMMANUEL UNITED
METHODIST
CHURCH
ZONED: RA
55-A-137C
GEORGE &
JUDITH BENNETT
ZONED: RA
55-A-137D
MICHALE & NORMA MCGUIRE
ZONED: RA
40' ELECTRIC ESMT
DB 640, PG 113
WETLAND 5
WATERCOURSE 7
WATERCOURSE 9
WETLAND 7
WATERCOURSE 8
PINE ROAD
(50' R/W DB651, PG508)WOODS MILL RD-RTE 660(40'R/W DB 251 PG 152)EXISTING
HOUSE TO
REMAIN
EX 20' SAN ESMT
296
250EEE
E E E E91 94100' BRL60' BRL60' BRL100' BRLPROPOSED STAGING AREAPROPOSED STAGING AREA
POND 6
POND 5
POND 4B
POND 4A
POND 3PROPOSED STAGING AREA14' WIDE
ACCESS ROAD
28' WIDE
GATE
POND 1E
70
314EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEESwitch
B
o
a
r
d
TransformerCPS InverterGrouping-2MWACSwitch
B
o
a
r
d
TransformerCPS InverterGrouping-2MWAC35' RIPARIAN
BUFFER (TYP.)
14' WIDE
TEMPORARY
CONSTRUCTION
ACCESS ROAD
SOLAR MODULE (TYP.)
PROPOSED FENCE
14' WIDE
ACCESS
ROAD
APPROXIMATE RELOCATED
OVERHEAD ELECTRIC LINE
(DESIGN TO BE DETERMINED IN
COORDINATION WITH
RAPPAHANNOCK ELECTRIC
CORPORATIVE.
35' RIPARIAN BUFFER (TYP.)
35' RIPARIAN BUFFER (TYP.)
ENTRANCE #1
(SEE SHEET 25
FOR DETAILS)
TEMPORARY CONSTRUCTION
ENTRANCE
(SEE SHEET 25 FOR DETAILS)
COLLECTION
EQUIPMENT
COLLECTION
EQUIPMENT
DIVERSION DITCH
W/ EARTHEN BERM
(1.5' DEEP, 2' WIDE)
DIVERSION DITCH
W/ EARTHEN BERM
(1.5' DEEP, 2' WIDE)XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X X
X
X
X
X
X X X X
X
X
X
X XXXX
X
X
X
X X X
XXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX14' WIDE
GATE
PROPOSED FENCE
25
PARKING
SPACE
PARKING
SPACE
25
CONNECT TO EX
POWER POLE
CONNECT TO EX
POWER POLE 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSITE PLANRev. No.Date
1 10/20/2022SITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA19
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECTMATCHLINE
SEE SHEET 18
1"=100'
6206
4
0 630630
640
6
3
0 6406306106206006106206005
9
0
60060
0
59
0
58
0
6
1
0 61060059058062062
0
610 610600590600580600590600
610 60060055A-1-18
JRW PROPERTIES &
RENTALS INC
55A-1-21
ROBERT WILLIAMS
ZONED: RA
55A-1-20
JRW PROPERTIES &
RENTALS INC
ZONED: RA
55A-1-22A
RONALD & MARY LEE
ZONED: RA
44-A-297
ALLEN CONNER
ZONED: RA
44-A-295
WILLIAM REXRODE
3.89 ACRES
44-A-296
HAROLD & ALLEN
CONNER
ZONED: RA
44-A-297A
ALLEN R CONNER
ZONED: RA
45-4-1-2
CLARK & BARBARA FORTNEY
ZONED: RP
45-4-1-3
JOHN & JUNE CONLEY
ZONED: RP
45-4-1-4
CATHERINE BELL
ZONED: RP
45-4-1-5
CAROLYN KIENE
ZONED: RP
55A-2-A
PATRICIA PERRY
ZONED: RA
55A-3-B
BRUNO VEGA
ZONED: RA
55A-3-A
ROLAND & LINDA
WHITACRE
ZONED: RA
44 A 294A
AIKEN TONIE WALLACE
ZONED: RA/B2
WETLAND 8
WETLAND 8610610610590600600590610620
610620620610620
630
63
0
610
61
0
600
6
0
0 5805
9
0 58055-A-135
RONALD & MARY LEE
ZONED: RA
55-A-134
ALLEN CONNER
ZONED: RA
WOODS
M
I
L
L
R
D
-
R
T
E
6
6
0
(40'R
/
W
D
B
2
5
1
P
G
1
5
2
)
JORDAN
SPR
INGS
RD
-RTE
664
(40
'R
/W
)
EX SAN FMs (APPROX LOC)
EX SAN FMs (APPROX LOC)
EX SAN FMs (APPROX LOC)
EX 20' SAN ESMT
EX 20' SAN ESMT
EX 60' POWER ESMT
100' BRL6
1
0
PROPOSED FENCE
14' WIDE
TEMPORARY
CONSTRUCTION
ACCESS ROAD
ENTRANCE #3
(SEE SHEET 25
FOR DETAILS)
MEDIUM
VOLTAGE
LINE
20x30
BORE PIT
20x20
RECIEVING PIT
213' OF 6"
PVC CASING
POLE MOUNTED POINT OF
INTERCONNECTION WITH EX
OVERHEAD ELECTRIC LINE
20x20
RECIEVING PIT
76' OF 6"
PVC CASING
PROPOSED
POWER POLE
(TYP)XXX
X
X
#1
CLV EEEEEEEEEEEEEEEEEEEEEEE
EE
EEEEEEEEEEEEPR 30'
ELEC ESMT
PR 30'
ELEC ESMT
VARIABLE WIDTH
ELEC ESMT
20x30
BORE PIT
PR TEMP
CONSTR ESMT
18" HDPE PIPE
112'@ 2.7%
CULVERT
EXTENSION
ELECTRICAL EASEMENT
SHALL NOT OVERLAP THE
FCSA ESMT. (TYP.)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVGRADING PLANRev. No.Date
1 10/20/2022SITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1"=100"
20
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECTMATCHLINE
SEE SHEET 21
600
610
590
580
620
560
570
580
590600610
6205906006106105905
9
0
60060
0
59
0
580
58
0
55-7-4
JOHN M LESLIE JR
ZONED: RA
55-7-3
RONALD M COMER
ZONED: RA
55-1-1
HEIDI WOHL
ZONED: RA
55A-1-2
NATHAN & KELSEY MYERS
ZONED: RA
55A-1-3
JANET ATKINSON
ZONED: RA
55A-1-4
MATTHEW & MELODY MUNDY
ZONED: RA
55A-1-9
KEVIN WELCH
ZONED: RA
55A-1-8
KEVIN WELCH
ZONED: RA
55A-1-11
BRIAN & SARAH
MERCHANT
ZONED: RA
55-1-13
JEFFREY & ANTINEA
FELTNER
ZONED: RA
55A-1-10
JEANETTE SHAFFER &
JEFFREY DORSEY
ZONED: RA
55A-1-15
REBECCA SMITH
ZONED: RA
55A-1-12
BRIAN & SARAH
MERCHANT
ZONED: RA
55A-1-14
SHARON & REBEKAH
RUSSELL
ZONED: RA
55A-1-18
JRW PROPERTIES &
RENTALS INC
ZONED: RA
55A-1-19
JRW PROPERTIES &
RENTALS INC
ZONED: RA
55A-1-21
ROBERT WILLIAMS
ZONED: RA
55A-1-16
RANDY BORROR
ZONED: RA
55A-1-17
TINA NEWLIN
ZONED: RA
55A-1-20
JRW PROPERTIES &
RENTALS INC
ZONED: RA
55-A-135
RONALD & MARY LEE
ZONED: RA
55-A-134
ALLEN CONNER
ZONED: RA
56-A-3
BENJAMIN & JEAN HALLAM
ZONED: RA
20' SANITARY ESMT
INST #060018311
WATERCOURSE 2
WATERCOURSE 1
WATERCOURSE 3
WATERCOURSE 4
WETLAND 1
WETLAND 2
WETLAND 3
WETLAND 2
630 61062
0 620620640
590
600
590
610
600
610
600
590
580
570
560
580
590
600
570 620610
6105
9
0
5
8
0
6
0
0
600 610WOODS
M
I
L
L
R
D
-
R
T
E
6
6
0
(40'R
/
W
D
B
2
5
1
P
G
1
5
2
)
EX SAN FMs (APPROX LOC)
EX SAN FMs (APPROX LOC)
EX 20' SAN ESMT
EX 20' SAN ESMT
17155
100'
B
R
L 100' BRL100' BRL10
0
'
B
R
L
100' BRL60' BRLPOND 2B
POND 10
POND 2C
590
590
610600
EEEEEEEEEEE
E
E
E
E
E
E
E
E
E
E E
E
E
E EEEEEEEEEEEEEEEEEEEEEEEEEE E E E E E E E E
Switc
h
B
o
a
r
d
TransformerCPS InverterGrouping-2MWACSwitc
h
B
o
a
r
d
TransformerCPS InverterGrouping-2MWACPROPOSED
TEMPORARY
LAY DOWN
AREA
PROPOSED FENCE
SOLAR MODULE (TYP)
SOLAR
MODULE
(TYP)
PROPOSED
STAGING
AREA
PROPOSED FENCE
35' RIPARIAN BUFFER (TYP.)
14' WIDE
ACCESS
ROAD
SOLAR MODULE (TYP)
14' WIDE
ACCESS
ROAD
14' WIDE
GATE
18' WIDE GATE
35' RIPARIAN BUFFER (TYP.)
35' RIPARIAN BUFFER (TYP.)
ENTRANCE #2
(SEE SHEET 25
FOR DETAILS)
FOR DETAILS)
COLLECTION
EQUIPMENT
COLLECTION
EQUIPMENT
PROPOSED MEDIUM
VOLTAGE ELECTRIC
LINE (TYP.)
20x30
BORE PIT
20x20
RECIEVING PIT
150' OF 6"
CASING
15" HDPE PIPE
25'@ 8.0%
PROPOSED MEDIUM
VOLTAGE ELECTRIC
LINE (TYP.)
COLLECTION
EQUIPMENT
DIVERSION DITCH
W/ EARTHEN BERM
(1.5' DEEP, 2' WIDE)
DIVERSION DITCH
W/ EARTHEN BERM
(1.5' DEEP, 2' WIDE)
DIVERSION DITCH
W/ EARTHEN BERM
(1.5' DEEP, 2' WIDE)
DIVERSION DITCH
W/ EARTHEN BERM
(1.5' DEEP, 2' WIDE)
PROPOSED FENCEXXXXXXXXXXXXXX
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXX
X
X X X X
X
X
X
X
X
XXXXXXX
X XX
X
X XXXXXXXXX
X
X
X XX XX
X
XX
X
X
X
X
X
X
X
30' OF 6"
PVC CASING
ELECTRICAL EASEMENT
SHALL NOT OVERLAP THE
FCSA ESMT. (TYP.)
#1
CLV
E
EEEEEEEEEEEEEEPR 30'
ELEC ESMT
PR TEMP
CONSTR ESMT
PR TEMP
CONSTR ESMT
PARKING
SPACE
18" HDPE PIPE
112'@ 2.7%
CULVERT
EXTENSION
PARKING
SPACE
30
50
PROPOSED STAGING AREA 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVGRADING PLANRev. No.Date
1 10/20/2022SITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1"=100'
21
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECTMATCHLINE
SEE SHEET 20
MATCHLINE
SEE SHEET 22
630610620600630640600590620610590
60064063
0
620
610650630620630620
620630610600600
630620
610
640630620630620
TM #55-A-136
JRW PROPERTIES & RENTALS, INC.
DB 591, PG 630
133.8088 ACRES
55-A-125
RONALD SIMKHOVITCH SR
ZONED: RA
55-A-126A
SAMUEL & IDA SPEVAK
ZONED: RA
55-A-127C
FREDERICK COUNTY
ZONED: RA
55-A-127
JRW PROPERTIES & RENTALS INC
ZONED: RA
55-7-4
JOHN M LESLIE JR
ZONED: RA
55-5-5
CYNTHIA HAWKINS
ZONED: RA
55-5-6
EDWARD & ROSE FRAWLEY TRUSTEE
ZONED: RA
55-5-8
BRIAN & ERIN HARTMAN
ZONED: RA
55-5-9
LARRY & ELIZABETH PULLEN
ZONED: RA
55-5-10
BETTY BROWN
ZONED: RA
55-8-1
WALTER & ELIZABETH MITCHELL
ZONED: RA
55-A-127B
EDITH DUNLAP
ZONED: RA
40' ELECTRIC ESMT
DB 640, PG 113
WETLAND 2
WETLAND 4
WATERCOURSE 6
WATERCOURSE 5
WETLAND 6
WATERCOURSE 7
WETLAND 2
WATERCOURSE 6
WATERCOURSE 7
600
610
58
0
61
0
60
0
59
0
580
590
570
570
580
59
0
60
0
6
1
0
600
610
6
1
0
60
0
590
600
610
61
0
620610
5
9
0
600
600590590
570
580
6106
2
0 WOODS MILL RD-RTE 660(40'R/W DB 251 PG 152)100' BRL100' BRL60' BRLPOND 1A
POND 1B
POND 1C
POND 1D
POND 9
POND 2A
63
0
630
POND 7
EEEEEEEEE
E
E
E
E
E
E
E E E
E
E
E
E
E
E
E
E
E
E EEEEEEEEEEEEE E E E E E E E E E E E E E EEEEEEEEEEEEEEE E E E E E E E E E E E
Switc
h
B
o
a
r
d
TransformerCPS InverterGrouping-2MWACSwitch BoardTrans
f
o
r
m
e
r
CPS InverterGrouping-2MWACSwitch BoardTransfo
r
m
e
r
CPS InverterGrouping-2MWACSwitch BoardTransf
o
r
m
e
r
CPS InverterGrouping-2MWAC35' RIPARIAN BUFFER (TYP.)
PROPOSED FENCE
SOLAR MODULE (TYP.)
14' WIDE
ACCESS
ROAD
14' WIDE
ACCESS
ROAD
14' WIDE
ACCESS
ROAD
18' WIDE GATE
35' RIPARIAN BUFFER (TYP.)
35' RIPARIAN BUFFER (TYP.)
PROPOSED MEDIUM
VOLTAGE ELECTRIC
LINE (TYP.)
COLLECTION
EQUIPMENT
COLLECTION
EQUIPMENT
COLLECTION
EQUIPMENT
COLLECTION
EQUIPMENT
PROPOSED MEDIUM
VOLTAGE ELECTRIC
LINE (TYP.)
20x30
BORE PIT
20x20
RECIEVING PIT
644' OF 6"
CASING
644' OF 6" PVC CASING
UNDER FUTURE RTE 37
RIGHT-OF-WAY
DIVERSION DITCH
W/ EARTHEN BERM
(1.5' DEEP, 2' WIDE)
DIVERSION DITCH
W/ EARTHEN BERM
(1.5' DEEP, 2' WIDE)
DIVERSION DITCH
W/ EARTHEN BERM
(1.5' DEEP, 2' WIDE)
DIVERSION DITCH
W/ EARTHEN BERM
(1.5' DEEP, 2' WIDE)
DIVERSION DITCH
W/ EARTHEN BERM
(1.5' DEEP, 2' WIDE)XXXXXXXXXXXXXXXXX
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXX
X
X
X
X XX
X
X XXXXXXX XXXXXXXXX
X
X
X
X
X
XXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXX
X
X
X X X
XX25
35 PARKING
SPACE
PARKING
SPACE
PARKING
SPACE
PARKING
SPACE
31
32
MATCHLINESEE SHEET 23
FUTURE ROUTE 37 RIGHT-OF-WAY 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVGRADING PLANRev. No.Date
1 10/20/2022SITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1"=100'
22
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECTMATCHLINE
SEE SHEET 23
MATCHLINE
SEE SHEET 21
600590620630610600590610600610630640
63
0
640
6406306105906
2
0
600
59060064
0
640
640
630
55-A-109A
BRYAN SCOTT JENKINS
ZONED: RA
55-A-110
BETTE P JENKINS
ZONED: RA
55-A-139
STEPHANIE SEMPLES
ZONED: RA
55-A-138
STEPHANIE SEMPLES
ZONED: RA
55-A-111
JEFFREY JENKINS
ZONED: RA
55-A-112
GARLAND & BARBARA JENKINS
ZONED: RA
55-A-112A
WYATT & ARIELLE PEARSON
ZONED: RA
55-A-124
THOMAS & RACHAEL MENGEL
ZONED: RA
55-A-137E
SUSAN ADAMKIEWICZ TRUS
ZONED: RA
55-A-137A
TRUSTEES OF
EMMANUEL UNITED
METHODIST
CHURCH
ZONED: RA
55-A-137C
GEORGE &
JUDITH BENNETT
ZONED: RA
55-A-137D
MICHALE & NORMA MCGUIRE
ZONED: RA
40' ELECTRIC ESMT
DB 640, PG 113
WETLAND 5
WATERCOURSE 7
WATERCOURSE 9
WETLAND 7
WATERCOURSE 8
600
590
580
6
0
0
59
0
590
6106
2
0
620
610
600
6
2
0
6
1
0
5
9
0
6
0
0
630
62065063065
0
630
640620PINE ROAD
(50' R/W DB651, PG508)WOODS MILL RD-RTE 660(40'R/W DB 251 PG 152)EXISTING
HOUSE TO
REMAIN
EX 20' SAN ESMT
296
250EEE
E E E E91 94100' BRL60' BRL60' BRL100' BRLPROPOSED STAGING AREAPROPOSED STAGING AREA
POND 6
POND 5
POND 4B
POND 4A
POND 3630632634636638640642644630632634636638640642644PROPOSED STAGING AREA14' WIDE
ACCESS ROAD
28' WIDE
GATE
620
620 600605605600620630POND 1E
70
314EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEESwitch BoardTransformerCPS InverterGrouping-2MWACSwitch
B
o
a
r
d
TransformerCPS InverterGrouping-2MWAC35' RIPARIAN
BUFFER (TYP.)
14' WIDE
TEMPORARY
CONSTRUCTION
ACCESS ROAD
SOLAR MODULE (TYP.)
PROPOSED FENCE
14' WIDE
ACCESS
ROAD
APPROXIMATE RELOCATED
OVERHEAD ELECTRIC LINE
(DESIGN TO BE DETERMINED IN
COORDINATION WITH
RAPPAHANNOCK ELECTRIC
CORPORATIVE.
35' RIPARIAN BUFFER (TYP.)
35' RIPARIAN BUFFER (TYP.)
ENTRANCE #1
(SEE SHEET 25
FOR DETAILS)
TEMPORARY CONSTRUCTION
ENTRANCE
(SEE SHEET 25 FOR DETAILS)
COLLECTION
EQUIPMENT
COLLECTION
EQUIPMENT
DIVERSION DITCH
W/ EARTHEN BERM
(1.5' DEEP, 2' WIDE)
DIVERSION DITCH
W/ EARTHEN BERM
(1.5' DEEP, 2' WIDE)XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X X
X
X X
X
X
X
X X X X
X
X
X
X
X XXX
X
X
X
X
X X X
XXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX14' WIDE
GATE
PROPOSED FENCE
25
PARKING
SPACE
PARKING
SPACE
25
630
63
0
62
0
MATCHLINESEE SHEET 23
PROPOSED STAGING AREA PROPOSED STAGING AREA 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVGRADING PLANRev. No.Date
1 10/20/2022SITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1"=100'
23
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECTMATCHLINE
SEE SHEET 22
PINE ROAD(50' R/W DB651, PG508)WOODS
M
I
L
L
R
D
-
R
T
E
6
6
0
(40'R/W
D
B
2
5
1
P
G
1
5
2
)
WOODS MILL RD-RTE 660(40'R/W DB 251 PG 152)
W
O
O
D
S
M
I
L
L
R
D
-
R
T
E
6
6
0
(4
0
'
R
/
W
D
B
2
5
1
P
G
1
5
2
)
WOODS MILL RD-RTE 660(40'R/W DB 251 PG 152)EXISTINGHOUSE TOREMAINEX SAN FMs (APPROX LOC)EX SAN FMs (APPROX LOC)EX SAN FMs (APPROX LOC)EX SAN FMs (APPROX LOC)EX 20' SAN ESMTEX 20' SAN ESMTEX 20' SAN ESMTEX 20' SAN ESMTDDBBDDDBDDDDBDDDDDDDDDDDDBDDDDDBBBBBBDDDDDBDBBDDDBDDCDBBBBBBDDDDDDDDDDDDDDBBBDDABBDEDDDCBAABEFABCABCABCCABAACBADABCCCCCPOI #3POI #4POI #5POI #6POI #1POI #7POI #8POI #9POI #10POI #2POI #11D.A. #10A=6.84 AC.CN=70D.A. #1A=298.06 AC.CN=74D.A. #9A=5.83 AC.CN=72D.A. #8A=6.89 AC.CN=77D.A. #7A=2.41 AC.CN=77D.A. #6A=4.89 AC.CN=77D.A. #5A=6.81AC.CN=73D.A. #4A=26.48 AC.CN=76D.A. #11A=2.14 AC.CN=67D.A. #2A=170.23 AC.CN=69D.A. #3A=5.58 AC.CN=76PINE ROAD(50' R/W DB651, PG508)W
O
O
D
S
M
I
L
L
R
D
-
R
T
E
6
6
0
(4
0
'
R
/
W
D
B
2
5
1
P
G
1
5
2
)
WO
O
D
S
M
I
L
L
R
D
-
R
T
E
6
6
0
(40'
R
/
W
D
B
2
5
1
P
G
1
5
2
)
W
O
O
D
S
M
I
L
L
R
D
-
R
T
E
6
6
0
(4
0
'
R
/
W
D
B
2
5
1
P
G
1
5
2
)
WOODS MILL
R
D
-
R
T
E
6
6
0
(40'R/W DB 2
5
1
P
G
1
5
2
)EXISTINGHOUSE TOREMAINEX SAN FMs (APPROX LOC)EX SAN FMs (APPROX LOC)EX SAN FMs (APPROX LOC)EX SAN FMs (APPROX LOC)EX 20' SAN ESMTEX 20' SAN ESMTEX 20' SAN ESMTEX 20' SAN ESMTDDBBDDBDDDDBDDDDDDDDDDDDBDDDDDBBBBBBDDDDDBDBBDDDBDDCDBBBBBBDDDDDDDDDDDDDBBBDD14' WIDEACCESS ROAD28' WIDEGATE" STM 15
" STM
15
" STM 15
" STM 15" STM 15" STM 15" STM 15
" STM 15" STM 15
" STM
15" STM 15" STM 15" STM 15" STM 15" STM
150+0
0
1+00
2+002+500+00
1+00
2+
0
0
3+
0
0
0+00
1+00
2+003+00" STM 150+001+000+001+002+002+500+00
1+00 2+002+500+001+002+002+500+001+002+002+500+001+002+002+500+001+002+003+003+500+00
1+00
2+00
0+001+002+000+001+002+000+001+001+500+001+001+5014' WIDEGATE#1CLVPR 30'ELEC ESMTPR 30'ELEC ESMTPR TEMPCONSTR ESMTPR TEMPCONSTR ESMTPOI #3POI #4POI #5POI #6POI #1POI #7POI #8POI #9POI #10POI #2POI #11ABBDEDDDCBAABEFABCABCABCCABAACBADABCCCCCD.A. #1A=282.09 AC.CN=74D.A. #2A=156.52 AC.CN=69D.A. #1AA=4.50 AC.CN=80D.A. #6A=4.88 AC.CN=79D.A. #5A=6.81 AC.CN=75D.A. #4A=16.64 AC.CN=75D.A. #3A=5.58 AC.CN=77D.A. #4BA=5.61 AC.CN=74D.A. #1DA=4.58 AC.CN=80D.A. #2CA=5.87 AC.CN=80D.A. #2BA=3.75 AC.CN=74D.A. #2AA=5.18 AC.CN=77D.A. #1BA=3.32 AC.CN=76D.A. #10A=6.84 AC.CN=73D.A. #9A=6.39 AC.CN=76D.A. #8A=6.33 AC.CN=79D.A. #7A=2.41 AC.CN=79D.A. #1CA=3.64 AC.CN=80D.A. #4AA=4.24 AC.CN=80D.A. #11A=1.66 AC.CN=64D.A. #1EA=6.43 AC.CN=8024PRE & POST-DEVELOPED DRAINAGE MAP
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA07/18/2022AM/CCSP#48-2249THIS SHEET FOR DRAINAGE DIVIDES ONLY!0844O151 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 OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVNOTES:1. THE TOPOGRAPHIC INFORMATION SHOWN WITHIN THE PROJECT LIMITSHEREON IS BASED ON FIELD SURVEY BY GREENWAY ENGINEERINGPERFORMED IN 2021.2. THE TOPOGRAPHIC INFORMATION SHOWN OUTSIDE OF THE PROJECTLIMITS IS FROM FREDERICK COUNTY GIS TOPOGRAPHY.PRE-DEVELOPED DRAINAGE MAPPOST-DEVELOPED DRAINAGE MAPSITE BOUNDARYDRAINAGE DIVIDESIMPERVIOUS AREASSWM LEGENDWOODED AREASGRASS AREAS(NO HATCHING)TC PATH1"=400'151 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 OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV
(50' R/W DB651, PG508)
PINE ROAD
UNPOSTED SPEED LIMIT
(55 MPH DESIGN SPEED)
(50' R/W DB 651 PG 508)
14' WIDE ACCESS ROAD
55-A-138
STEPHANIE SEMPLES
ZONED:RA
R=50'
LIMITS OF DISTURBANCE
R=50'XXXXXXXEP
EP
14' WIDE ACCESS GATE
0+001
+
0
0
2+0
0
3+00
EX CULVERT
55-A-112A
WYATT & ARIELLE PEARSON
ZONED: RA
WOODS MILL RD-RTE 660MAJOR COLLECTOR45 MPH POSTED SPEED(40'R/W DB 251 PG 152)14' WIDE
ACCESS ROAD
55-A-112
GARLAND & BARBARA JENKINS
ZONED:RA
R=58'
R=58'
LIMITS OF DISTURBANCE
XXXXXXXXXXXXXX28' WIDE
ACCESS GATE
EX. POWER POLE
(TO REMAIN UNDISTURBED)EP0+50 1+00 1+50EP
EPEP ℄ PINE ROAD-0+50 0+00 0+50 1+00
620
625
630
635
640
EXISTING
GRADE
PROPOSED
GRADEEX. 50' R.O.W.0.99%626.42628.00627.43627.12626.42627.40627.70627.065.74
%
-1.28%
1+50 644.00645.58647.883.79% ℄ WOODS MILL RD-0+50 0+00 0+50 1+00
635
640
645
650
655 644.00645.89647.79EXISTING
GRADE
PROPOSED
GRADE 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVVDOT ENTRANCE PLANRev. No.Date
2 01/09/2023SITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAAS NOTED
25
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECTTEMPORARY CONSTRUCTION ENTRANCE ENTRANCE 1
LOW VOLUME COMMERCIAL LOW VOLUME COMMERCIAL
640.00639.54638.83-0.78% ℄ WOODS MILL RD-0+50 0+00 0+50 1+00
630
635
640
645
650 640.00639.61639.22EXISTING
GRADE
PROPOSED
GRADE 614.00615.19617.414.55% ℄ WOODS MILL RD-0+50 0+00 0+50 1+00
605
610
615
620
625 614.00616.27617.90EXISTING
GRADE
PROPOSED
GRADEWOODS MILL RD-RTE 660MAJOR COLLECTOR45 MPH POSTED SPEED(40'R/W DB 251 PG 152)14' WIDE ACCESS ROAD
55-7-4
JOHN M LESLIE JR
ZONED: RA
55-7-3
RONALD M COMER
ZONED: RA
R=50'
LIMITS OF DISTURBANCE
XXX
X
X
X XXXXXXXXXX
X
X
X
EX. POWER POLE
(TO REMAIN UNDISTURBED)
18' WIDE ACCESS GATE
STAGING AREAEP0
+
5
0
1+001+502+00EPEPEPR=50'610620620
WO
O
DS
MILL
R
D-
RTE 660
MAJ
O
R
C
OLLE
CT
O
R
45 MPH P
OSTE
D SPEE
D
(40'R/W
DB 251 P
G 152)
14' WIDE ACCESS ROAD
55A-1-18
JRW PROPERTIES & RENTALS INC
ZONED:RA
55A-1-19
JRW PROPERTIES &
RENTALS INC
ZONED: RA
55A-1-20
JRW PROPERTIES & RENTALS INC
ZONED: RA
R=73'
R=73'
LIMITS OF DISTURBANCE#1
CLV
EP
EP
0
+
5
0
1
+
0
0
1
+
5
0
2
+
0
0
2
+
5
0
EP
EP
18" RCP
CULVERT TO BE
EXTENDED 5'
PROPOSED 18"
HDPE CULVERT 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVVDOT ENTRANCE PLANRev. No.Date
2 01/09/2023SITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAAS NOTED
25A
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECTENTRANCE 2 ENTRANCE 3
LOW VOLUME COMMERCIAL LOW VOLUME COMMERCIAL
WOODS MILL RD-RTE 660(40'R/W DB 251 PG 152)POSTED 45 MPHPINE ROAD(50' R/W DB651, PG508)UNPOSTED SPEED LIMITWOODS M
ILL
RD
-RTE
660
(40
'R
/W
DB
251
PG
152
)POSTED 45
MPH15+01.4814+5014+0013+5013+0012+5012+0011+5011+0010+5010+009+509+008+508+007+507+006+506+005+505+01.5310+5010+009+509+008+508+007+507+006+506+005+504+99.44500
'350'350'350'SIGN SPACING(SEE GUIDANCENOTE 3)SIGN SPACING(SEE GUIDANCENOTE 3)0+001+002+003+004+005+006+007+008+009+0010+0011+0012+20W20-4W20-7W20-1W20-1W20-4W3-4W20-7W20-1W20-1W20-4W20-4W3-4W3-4W20-7W20-7W20-1W20-4W3-4W20-7350'350'350'350'350'350'350'350'350'500'500'500'500'500'W3-4151 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 OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV
MAINTENANCE OF TRAFFIC PLANRev. No.Date201/09/2023SITE DEVELOPMENT PLAN
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA25B07/18/2022AM/CCSP#48-22490844OREDBUD RUN SOLAR PROJECT1"=200'
#1CLVWOODS MILL RD-RTE 660(40'R/W DB 251 PG 152)POSTED 45 MPHWOODS MILL RD-RTE 660(40'R/W DB 251 PG 152)POSTED 45 MPHWOODS MILL RD-RTE 660(40'R/W DB 251 PG 152)POSTED 45 MPHJORDAN
SPR
INGS
RD
-RTE
66
4
(40
'R
/W
)POSTED 4
5
MPH15+00.9814+5014+0013+5013+0012+5012+0011+5011+0010+5010+009+509+008+508+007+507+006+506+005+504+99.448+0014+99.9014+5014+0013+5013+0012+5012+0011+5011+0010+5010+009+509+008+508+007+507+006+506+005+504+99.04500' SIGHT LINE(NO FLAGGERREQUIRED)350'350'350'SIGN SPACING(SEE GUIDANCENOTE 3)SIGN SPACING(SEE GUIDANCENOTE 3)SIGN SPACING(SEE GUIDANCENOTE 3)W20-4W3-4W20-7W20-1W20-4W3-4W20-7W20-1W20-1W20-4W20-4W3-4W3-4W20-7W20-7350'350'350'350'350'350'350'350'350'350'350'350'350'350'350'350'350'W20-7W20-7350'350'350'W3-4W20-4W20-1WOODS MILL RD-RTE 660(40'R/W DB 251 PG 152)POSTED 45 MPHJORDAN SPRINGS RD-RTE 664(40'R/W)POSTED 45 MPHSIGN SPACING(SEE GUIDANCENOTE 3)350'350'350'W20-1350'W20-4W3-4W20-7350'350'350'W20-7W3-4W20-4350'W20-1W20-7350'350'151 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 OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV
MAINTENANCE OF TRAFFIC PLANRev. No.Date201/09/2023SITE DEVELOPMENT PLAN
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA25C07/18/2022AM/CCSP#48-22490844OREDBUD RUN SOLAR PROJECT1"=200'
PINE ROAD(50' R/W DB 651 PG 508)55-A-138STEPHANIE SEMPLESZONED:RAXXXXXXXX55-A-112AWYATT & ARIELLE PEARSONZONED: RAWOOD
S
M
I
L
L
R
D
-
R
T
E
6
6
0
MAJOR
C
O
L
L
E
C
T
O
R
(40'R/W
D
B
2
5
1
P
G
1
5
2
)55-A-112GARLAND & BARBARA JENKINSZONED:RAXXXX X
X
X
X
X
X
X
X
X
X
WOODS MILL RD-RTE 660MAJOR COLLECTOR(40'R/W DB 251 PG 152)55-7-4JOHN M LESLIE JRZONED: RA55-7-3RONALD M COMERZONED: RAX X XXXXX
X
X X X X X X
X
XXXXWOOD
S
M
I
L
L
R
D
-
R
T
E
6
6
0MA
JOR
CO
L
L
E
C
TO
R
(
4
0
'
R
/W
D
B
2
5
1
PG
1
5
2
)55A-1-18JRW PROPERTIES & RENTALS INCZONED:RA55A-1-19JRW PROPERTIES &RENTALS INCZONED: RA55A-1-20JRW PROPERTIES & RENTALS INCZONED: RA#1CLV151 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 OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV
WB-67 TRUCK TURNING MOVEMENTSRev. No.Date201/09/2023SITE DEVELOPMENT PLAN
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIAAS NOTED25D07/18/2022AM/CCSP#48-22490844OREDBUD RUN SOLAR PROJECTTEMPORARY CONSTRUCTION ENTRANCEENTRANCE 1LOW VOLUME COMMERCIALLOW VOLUME COMMERCIALENTRANCE 2ENTRANCE 3LOW VOLUME COMMERCIALLOW VOLUME COMMERCIALNOTES:1.ALL TRUCK TURNING MOVEMENTSSHOWN USING WB-67 AASHTO 2018.2.BLUE LINES SHOW TRUCK TURNINGMOVEMENTS EXITING THE SITE.3.RED LINES SHOW TRUCK TURNINGMOVEMENTS ENTERING THE SITE.
WOODS MILL RD-RTE 660MAJOR COLLECTOR(40'R/W DB 251 PG 152)55-7-4JOHN M LESLIE JRZONED: RA55-7-3RONALD M COMERZONED: RAX X XXXXX
X
X X X X X X
X
XXXXWOOD
S
M
I
L
L
R
D
-
R
T
E
6
6
0MA
JO
R
CO
L
L
E
C
TOR
(
4
0
'
R
/W
D
B
2
5
1
PG
1
5
2
)55A-1-18JRW PROPERTIES & RENTALS INCZONED:RA55A-1-19JRW PROPERTIES &RENTALS INCZONED: RA55A-1-20JRW PROPERTIES & RENTALS INCZONED: RA#1CLVPINE ROAD(50' R/W DB 651 PG 508)55-A-138STEPHANIE SEMPLESZONED:RAXXX55-A-112AWYATT & ARIELLE PEARSONZONED: RAWOOD
S
M
I
L
L
R
D
-
R
T
E
6
6
0
MAJOR
C
O
L
L
E
C
T
O
R
(40'R/W
D
B
2
5
1
P
G
1
5
2
)55-A-112GARLAND & BARBARA JENKINSZONED:RAEE E E E E E E E E EXXXXX
X
X
X
X
X
X
X
X
X
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 OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV
SU-40 TRUCK TURNING MOVEMENTSRev. No.Date201/09/2023SITE DEVELOPMENT PLAN
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIAAS NOTED25E07/18/2022AM/CCSP#48-22490844OREDBUD RUN SOLAR PROJECTNOTES:1.ALL TRUCK TURNING MOVEMENTSSHOWN USING SU-40 AASHTO 2018.2.BLUE LINES SHOW TRUCK TURNINGMOVEMENTS EXITING THE SITE.3.RED LINES SHOW TRUCK TURNINGMOVEMENTS ENTERING THE SITE.ENTRANCE 2ENTRANCE 3LOW VOLUME COMMERCIALLOW VOLUME COMMERCIALTEMPORARY CONSTRUCTION ENTRANCEENTRANCE 1LOW VOLUME COMMERCIALLOW VOLUME COMMERCIAL
SITE DETAILSSITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date
1 10/20/2022
N/A
26
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECTSOLAR ARRAY PANEL DETAIL
SOLAR ARRAY CROSS SECTION NTS
8.9'
VARIES
34.2'
19.1'
PROPOSED ACCESS ROAD TYPICAL SECTION
TYPICAL ROAD SECTION
2% MIN
14' MIN
COMPACTED NATIVE SUBGRADE PER
GEOTECHNICAL ENGINEER
6" OF VDOT 21-B
DENSE GRADED
AGGREGATE
NTS
STABILIZATION FABRIC
PROPOSED ENTRANCE TYPICAL SECTION
TYPICAL ENTRANCE SECTION
2% MIN
14' MIN
COMPACTED NATIVE SUBGRADE PER
GEOTECHNICAL ENGINEER
8" OF VDOT 21-B
DENSE GRADED
AGGREGATE
NTS
STABILIZATION FABRIC
600610590580620560570580590600 610630610620600630640600590620610590600640630620610650630620630620600590620630610600590610600610600630620610640630620630620630640630640640630610590620600590600640640640630620590600610
610590 5906006005905805806106106005905806205
8
040' ELECTRIC ESMTDB 640, PG 11340' ELECTRIC ESMTDB 640, PG 113630610620620 6206406006105806106005905805905705705805906006106006106106005906005906106006106005905805705605805906005706
2
0
610
61
0590580600 600610610610620610590600600590590570580600590580600590590610620620610600620610590600630620650630650630640620610620 620630PINE ROAD(50' R/W DB651, PG508)WOODS MILL RD-RTE 660(40'R/W DB 251 PG 152)WOODS MILL RD-RTE 660(40'R/W DB 251 PG 152)WOODS MILL RD-RTE 660(40'R/W DB 251 PG 152)EXISTINGHOUSE TOREMAINEX SAN FMs (APPROX LOC)EX SAN FMs (APPROX LOC)EX 20' SAN ESMTEX 20' SAN ESMTEX 20' SAN ESMTEE630 632 634 636 638 640 642 644630632634636638640642644 14' WIDEACCESS ROAD28' WIDEGATE620620600605605600 620 590590610 600630630630EEEEEEEE E E E E E E E EE E E E E EEEEE E E E EEEEEE E E EEEEE
EEEEEEESwitch BoardTransformerCPS InverterGrouping-2MWACSwitch BoardTransformerCPS InverterGrouping-2MWAC Switch BoardTransformerCPS InverterGrouping-2MWAC Switch BoardTransformerCPS InverterGrouping-2MWACSwitch BoardTransformerCPS InverterGrouping-2MWAC Switch BoardTransformerCPS InverterGrouping-2MWAC Switch BoardTransformerCPS InverterGrouping-2MWAC Switch BoardTransformerCPS InverterGrouping-2MWACX X X X
XXXXXXX XXXXXXXXXXXXXXXXXXX X XXXXXX XX X X X X XXXXXXXXXXX X XXXXXXX X X X X XXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXX X X14' WIDEGATE#1CLVEEEEEEPR 30'ELEC ESMTPR TEMPCONSTR ESMTPR TEMPCONSTR ESMT630630620PROP.LANDSCAPEBUFFER "A"PROP.LANDSCAPEBUFFER "A"PROPOSED TEMPORARYLAY DOWN AREAS ANDLANDSCAPE BUFFER "A"PROP.LANDSCAPEBUFFER "B"FUTURE ROUTE 37RIGHT-OF-WAYEX VEG TOREMAIN ASSCREENEX VEG TOREMAIN ASSCREENEX VEG TOREMAIN ASSCREEN(TYP.)640
6
5
0
630
62
0 55-7-4JOHN M LESLIE JRZONED: RA55-7-3RONALD M COMERZONED: RA55-1-1HEIDI WOHLZONED: RAWETLAND 1WETLAND 2630640W
O
O
D
S
M
I
L
L
R
D
-
R
T
E
6
6
0
(40'
R
/
W
D
B
2
5
1
P
G
1
5
2
)
171
55100' BRL100' BRL60'
B
R
L
60'
B
R
L
POND 1BPOND 2A630" STM 152+002+500+001+002+00E E E E E E E
EEEEEESwitch Board
Transformer
CPS Inverter
Grouping-2MWAC PROPOSEDTEMPORARYLAY DOWNAREASOLAR MODULE (TYP)SOLAR MODULE (TYP.)PROPOSEDSTAGINGAREA18' WIDE GATEENTRANCE #2(SEE SHEET 25FOR DETAILS)COLLECTIONEQUIPMENT644' OF 6" PVC CASINGUNDER FUTURE RTE 37RIGHT-OF-WAYX XX
X
X
X
X
X
X
X
X
X
X
XXX
X
X
XXXXXXXXXXXXXXXXXPARKINGSPACE31PROPOSED LANDSCAPEBUFFER "A"W
O
O
D
S
M
I
L
L
R
D
(40
'
R
W
D
B
2
5
1
P
G
1
5
2
)WETLAND 1DF48JC3SM2JC2RM2JC3SM1JC2RM2JC3JC3JC2RM2JC3SM2JC2RM2JC3SM2JC2RM2JC3PROPOSEDLINE OF SIGHTTRIANGLEFUTURE ROUTE 37RIGHT-OF-WAY151 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 OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV
OVERALL LANDSCAPE PLANRev. No.Date110/20/2022SITE DEVELOPMENT PLAN
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIAAS SHOWN26A07/18/2022AM/CCSP#48-22490844OREDBUD RUN SOLAR PROJECTSEE SHEET 27SEE SHEET 27SEE SHEET 27SEE SHEET 27SEE THIS SHEETNOTE:1.NO TREES OR SHRUBS SHALL BE PLACED ON FREDERICK WATER EASEMENTS.LANDSCAPE LEGENDDECIDUOUS PLANTINGEVERGREEN PLANTINGEX VEGETATION BUFFER
EX 20' SAN ESMT
X
X
XXXXXXXXXXXXXXXXXXXXXXPROPOSED LANDSCAPE BUFFER "B"
WATERCOURSE 8
RM
1
JC
2
SM
1
JC
1
JC
2
JC
2
SM
1
JC
2
RM
2
JC
2
SM
1
RM
2
JC
2
SM
1
E E
X
X
X
XXXXXXXXXXXXXXXXXXXXX55-A-137C
GEORGE& JUDITH BENNETT
ZONED: RA
PINE ROAD
(50' RW DB 651 PG508)
PROPOSED TEMPORARY LAY DOWN
AREAS AND LANDSCAPE BUFFER "A"
DF
9
JC
2
SM
1
JC
2
RM
2
JC
2
PROPOSED LINE
OF SIGHT
TRIANGLE
RM
3
LANDSCAPE BUFFER "A" TO BE PLACED
ONCE ENTRANCE IS REMOVED
DF
5
JC
4
630EXISTINGHOUSE TOREMAINEEEEEEXXXXXXXXXXXXXXXXXXXXPINE ROAD(50' RW DB 651 PG508)PROPOSED TEMPORARY LAY DOWN
AREAS AND LANDSCAPE BUFFER "A"
DF
9
SM
2
JC
2
RM
2
JC
3
DF
4
40' ELECTRIC ESMTDB 640, PG 113WOODS MILL RD-RTE 660E
E
60' BRL63063263463663864064264463063263463663864064264428' WIDEGATEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEX XXXXXXXXXXXXXXXXXXXXXX X XXXXXXXXXXXXPROPOSED LANDSCAPE
BUFFER "A"
55-A-124
THOMAS & RACHAEL MENGEL
ZONED: RA
55-A-112A
WYATT& ARIELLE PEARSON
ZONED:RA
WOODS MILL RD
(40'RW DB 251 PG 152)
DF
27
JC
2
RM
2
JC
2
SM
2
JC
3
RM
2
JC
2
SM
2
JC
2
RM
2
JC
2
SM
2
PROPOSED LINE OF
SIGHT TRIANGLE
DF
3 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVLANDSCAPE PLANRev. No.Date
2 01/09/2023SITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAAS SHOWN
27
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECTNOTE:
1.NO TREES OR SHRUBS SHALL BE PLACED ON FREDERICK WATER EASEMENTS.
LANDSCAPE LEGEND
DECIDUOUS PLANTING
EVERGREEN PLANTING
EX VEGETATION BUFFER
SHRUBS AND TREES
20
25
70
120
2 IN Caliper
Douglas fir
Red Maple
Psuedotsuga menziesii
Acer rubrum
ABB BOTANIC NAME COMMON NAME QUANTITY SIZE
JC
SM
RM
DF
NOTES:
1. ALL SEEDED AND SODDED AREAS OF PROJECT WILL BE OF A DROUGHT TOLERANT MIX PER PENNINGTON SEED
COMPANY.
2. ALL STREET, INTERIOR AND PERIMETER TREES WILL HAVE A MULCH BED CUT UNDER THE TREE EQUAL TO 6' RADIUS
TREE TRUNK.
3. NO SLOPE IN EXCESS OF 25% WILL BE SEEDED OR SODDED.
4. MULCHED FOUNDATION LANDSCAPE BEDS, AS SHOWN WITH 3" LAYER OF MULCH, COVER 19,606 SF X .25=
4,754 CF / 27 = 181 CY. THIS DOES NOT INCLUDE THE STREET, INTERIOR AND PARKING LOT TREE MULCH BEDS
5. BEFORE SODDING, SEEDING AND LANDSCAPING THE CONTRACTOR WILL TILL ALL COMPACTED AREAS AT LEAST 6" IN
DEPTH TO LOOSEN THE COMPACTED SOILS AND ADD AMENDMENTS
6. SEE SHEET L102 OF ARCHITECTURALS FOR DETAILED SMALL HOUSE COURTYARD LANDSCAPE PLANTINGS
Crytomeria japonica
Acer saccharum
Japanese Cedar
Sugar Maple
6 FT
6 FT
GENERAL CONDITIONS
SCOPE OF WORK
THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT TO
COMPLETE ALL LANDSCAPE WORK AS SHOWN ON THE PLANS AND SPECIFICATIONS.
NOTE: IF CONTRACTOR BIDS ACCORDING TO THE PLANT LIST, HE/SHE SHOULD THOROUGHLY
CHECK THE PLANT LIST QUANTITIES WITH THE SYMBOLS DRAWN ON THE PLAN, TO BE SURE
THERE ARE NO DISCREPANCIES. IF THERE IS A DISCREPANCY BETWEEN THE DRAWING AND
THE LIST ON THE PLANS, THE DRAWING TAKES PRECEDENCE.
STANDARDS
ALL PLANT MATERIAL WILL CONFORM TO THE CURRENT ISSUE OF THE AMERICAN STANDARD
FOR NURSERY STOCK PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION
(ANLA).PLANT MATERIAL MUST BE SELECTED FROM NURSERIES THAT HAVE BEEN INSPECTED
AND CERTIFIED BY STATE PLANT INSPECTORS.COLLECTED MATERIAL MAY BE USED ONLY
WHEN APPROVED BY OWNER'S REPRESENTATIVE.NOMENCLATURE WILL BE IN ACCORDANCE
WITH HORTUS III BY L.H. BAILEY.
SUBSTITUTIONS: PRE-BID
IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO MAKE EVERY REASONABLE EFFORT
TO FIND THE PLANTS SPECIFIED BY THE LANDSCAPE ARCHITECT. THE LANDSCAPE
CONTRACTOR MAY OFFER SUBSTITUTIONS TO THE LANDSCAPE ARCHITECT FOR HIS/HER
CONSIDERATION. THE LANDSCAPE CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT IF
THERE ARE KNOWN
DISEASES OR INSECT RESISTANT SPECIES THAT CAN BE SUBSTITUTED FOR A SELECTED
PEST-PRONE PLANT. THE CONTRACTOR SHALL SUBMIT A BASE BID AS PER PLAN PLUS PRICE
CLARIFICATIONS FOR ALL RECOMMENDED SUBSTITUTIONS.
SUBSTITUTIONS: POST-BID
IT IS THE INTENT TO ELIMINATE POST-BID SUBSTITUTIONS. HOWEVER, IN THE EVENT THAT THE
CONTRACT MATERIAL HAS BECOME UNAVAILABLE, AN APPROPRIATE SUBSTITUTION MUST BE
APPROVED BY THE OWNER'S REPRESENTATIVE.
UTILITIES AND UNDERGROUND FEATURES
THE LANDSCAPE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND/OR THE GENERAL
CONTRACTOR IN ADVANCE OF CONSTRUCTION TO LOCATE UTILITIES.
IF THERE IS A CONFLICT WITH UTILITIES AND THE PLANTING, THE LANDSCAPE ARCHITECT
SHALL BE RESPONSIBLE FOR RELOCATING PLANTS PRIOR TO THE PLANTING PROCESS. ANY
COST DUE TO RELOCATING AFTER PLANTING SHALL BE BORNE BY THE OWNER. IF PLANTS ARE
TO BE INSTALLED IN AREAS THAT SHOW OBVIOUS POOR DRAINAGE, AND THE PLANTS ARE
INAPPROPRIATE FOR THAT CONDITION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE
LANDSCAPE ARCHITECT AND OWNER. IF THEY DEEM NECESSARY, THE PLANTS SHALL BE
RELOCATED, THE CONTRACT SHALL BE ADJUSTED TO ALLOW FOR DRAINAGE CORRECTION AT
A NEGOTIATED COST, OR THE PLANT SELECTION MODIFIED BY THE LANDSCAPE ARCHITECT TO
ACCOMMODATE THE POOR DRAINAGE.
WARRANTY
THE STANDARD WARRANTY IS FOR ONE (1) YEAR PERIOD, EXCLUDING BULBS, SOD AND
ANNUALS, COMMENCING ON THE DATE OF INITIAL ACCEPTANCE. ALL PLANTS SHALL BE ALIVE
AND IN SATISFACTORY GROWTH AT THE END OF THE GUARANTEE PERIOD. ANY MATERIAL
THAT IS 25% DEAD OR MORE SHALL BE CONSIDERED DEAD AND MUST BE REPLACED AT NO
CHARGE. A TREE SHALL BE CONSIDERED DEAD WHEN THE MAIN LEADER HAS DIED BACK, OR
25% OF THE CROWN IS DEAD. REPLACEMENTS SHALL BE MADE DURING THE NEXT PLANTING
PERIOD. REPLACEMENTS SHALL BE OF THE SAME TYPE, SIZE AND QUALITY AS ORIGINAL
SPECIES UNLESS OTHERWISE NEGOTIATED.
STANDARDS
A. PLANTS WILL BE IN ACCORDANCE WITH THE CURRENT ANLA'S STANDARDS AND CONFORM IN
GENERAL TO REPRESENTATIVE SPECIES.
B. BALLED AND BURLAPPED (B&B)
1. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM ROOT BALLS FREE OF
NOXIOUS WEEDS. THERE SHOULD BE NO EXCESS SOIL ON TOP OF THE ROOTBALL OR
AROUND THE TRUNK
2. BALL SIZES SHALL BE IN ACCORDANCE WITH ANLA STANDARDS.
3. CALIPER AND HEIGHT MEASUREMENT: IN SIZE GRADING B&B SINGLE TRUNK TREES,
CALIPER SHALL TAKE PRECEDENCE OVER HEIGHT. CALIPER OF THE TRUNK SHALL BE
TAKEN 6" ABOVE GROUND LEVEL (UP TO AND INCLUDING 4" CALIPER SIZE) AND 12" ABOVE
THE GROUND LEVEL FOR LARGER TREES. FOR MULTIPLE-TRUNK TREES, HEIGHT
MEASUREMENT SHALL TAKE PRECEDENCE OVER CALIPER.
C. CONTAINER - GROWN STOCK
1. THE SIZE OF CONTAINER-GROWN SHRUBS IS MEASURED BY HEIGHT AND WIDTH OF THE
PLANT. CONTAINER-GROWN TREES ARE MEASURED BY THE SAME STANDARDS LISTED IN
B.3. ABOVE. THE ROOT SYSTEM OF CONTAINER-GROWN PLANTS SHALL BE WELL
DEVELOPED AND WELL DISTRIBUTED THROUGH OUT THE CONTAINER.
2. ALL CONTAINER-GROWN TREES AND SHRUBS THAT HAVE CIRCLING (GIRDLING) AND
MATTED ROOTS SHALL BE TREATED IN THE FOLLOWING MANNER PRIOR TO PLANTING:
SEPARATE THE ROOTS BY HAND, UNTANGLING SO CIRCLING ROOTS WILL NOT DAMAGE
FUTURE OF THE PLANT. SEE PLANTING PROCEDURES FOR ALL CONTAINER-GROWN TREES &
SHRUBS IN THIS SECTION.
3. ALL CONTAINER-GROWN PLANTS SHOULD BE GROUPED AND WATERED DAILY UNTIL
THEY ARE PLANTED IN THE LANDSCAPE, THE SOIL SHALL BE KEPT MOIST WITH THE
EQUIVALENT OF ONE-INCH OF RAINFALL PER WEEK.
D. PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION. PRUNING
DETAIL FOR TREES IN THIS SECTION.
E. ALL PLANT MATERIAL IN TRANSIT SHALL BE COVERED TO KEEP MATERIAL FROM DRYING OUT.
THE COVERING SHALL COMPLY WITH THE STATE AND LOCAL LAWS PERTAINING TO THE
TRANSPORT OF MATERIALS.
F. TREES SHALL BE PLACED IN AN UPRIGHT POSITION WITH THE ROOTBALL COVERED BY MULCH
AND KEPT MOIST. TREES AND SHRUBS SHOULD NOT BE LEFT ON SITE UNPLANTED FOR MORE
THAN 24-HOURS WITHOUT ADEQUATE WATER TO INSURE ROOT SURVIVAL.
INSPECTION
A. PLANTS MAY BE SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER OR OWNER'S
REPRESENTATIVE AT THE PLACE OF GROWTH OR HOLDING YARD FOR CONFORMITY TO
SPECIFICATION REQUIREMENTS AS TO QUALITY, SIZE AND VARIETY.
B. PLANTS DAMAGED IN HANDLING OR TRANSPORTATION CAN BE REJECTED BY THE OWNER OR
OWNER'S REPRESENTATIVE.
C. STATE NURSERY INSPECTION CERTIFICATES SHALL BE FURNISHED TO THE LANDSCAPE
ARCHITECT UPON REQUEST.
PLANTING PROCEDURES FOR ALL CONTAINER-GROWN TREES & SHRUBS
A. REMOVE THE PLANT EITHER BY CUTTING OR INVERTING THE CONTAINER.
B. FOR UNTREATED PLASTIC CONTAINER-GROWN PLANTS WITH CIRCLING ROOTS, SEPARATE
ROOTS BY HAND AND UNTANGLE ROOTS THE LENGTH OF THE ROOTBALL.
C. PLANT SHRUB OR TREE A MINIMUM OF 18 OF THE HEIGHT OF THE ROOTBALL ABOVE EXISTING
GRADE.
D. APPLY A 2 TO 3" THICK LAYER OF APPROVED HARDWOOD MULCH. KEEP MULCH 6" AWAY FROM
THE TRUNK OF ALL TREES AND SHRUBS.
E. PLANTS GROWN IN ROOT CONTAINMENT BAGS MUST HAVE BAGS REMOVED DURING THE
PLANTING OPERATION. NO ADDITIONAL SLASHING OF THE ROOTBALL IS NECESSARY.151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVLANDSCAPE DETAILSRev. No.Date
2 01/09/2023SITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAN/A
28
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECTLANDSCAPE BUFFER "A"
LANDSCAPE BUFFER "A"
not to scale
DESCRIPTION :
PROVIDE DOUBLE ROW OF EVERGREEN TREES WITH INTERSPERSED DECIDUOUS SPECIES
ALONG PROPERTY LINE/ EASEMENT
LANDSCAPE BUFFER "A"
PROPERTY BOUNDARY
50'-100'
SOLAR ARRAY DEVELOPMENT LIMITS
15' OC
1.EVERGREEN TREES TO BE APPROXIMATELY 6' HEIGHT AT PLANTING
2.SPECIES, QUANTITIES AND PLANTING SPECIFICATIONS OF EVERGREEN
AND DECIDUOUS TREES TO BE PROVIDED ON SITE PLAN
DEC.DEC.
LANDSCAPE BUFFER "B"
LANDSCAPE BUFFER "B"
not to scale
DESCRIPTION :
EXTEND EXISTING TREELINES USING SIMILAR DECIDUOUS AND EVERGREEN SPECIES
LANDSCAPE BUFFER "B"
EX TREELINE
PROPERTY BOUNDARY/EASEMENT
50'-100'
1.DECIDUOUS TREES TO BE A MINIMUM 2” CALIPER AT PLANTING;
EVERGREEN TREES TO BE A MINIMUM 4' HEIGHT AT PLANTING
2.SPECIES, QUANTITIES AND PLANTING SPECIFICATIONS OF
DECIDUOUS AND EVERGREEN TREES TO BE PROVIDED ON SITE
PLAN
SOLAR ARRAY DEVELOPMENT LIMITS
15' OC 15' OC
2 IN Caliper
LANDSCAPE LEGEND
DECIDUOUS PLANTING
EVERGREEN PLANTING
EX VEGETATION BUFFER
62064063063064063064
0
6
3
0
61
0
620
600
610
620
60
0
60061059058
0 6205605705805906
0
0
6
1
0
630
610 620600
630
640
60059
0
620
610590600640
63062061065
0
63
0
62
0
630
62
0
600590
62
0
6
3
0
61
0
6
0
0
5
9
0
6
1
0
60
0
6106006
3
0
620610640630620
630
6
2
0
63
0
64
0
630640640630610
59
0 62060059060
0 64064064
0
630
620
590
600
610
610590 590600600590580580610610600590580620620610610
6
0
0
590
6
0
0
5
8
0
600
590600610600
600 610610
610590600
600
590
61
0
620630610620620 6206406006105806106005905805905705705805906006106006106106005906005906106006106005905805705605805906005706
2
0
6
10
61
0590580600 60061
0
61061062
061059060060059059057058060059058060059059061062062061060062061059060063062
0
65063065063064062
0
61
0
620620630630610610600600580590580EXISTINGHOUSE TOREMAINEX SAN FMs (APPROX LOC)EX SAN FMs (APPROX LOC)EX SAN FMs (APPROX LOC)EX SAN FMs (APPROX LOC)EX SAN FMs (APPROX LOC)EX 20' SAN ESMTEX 20' SAN ESMTEX 20' SAN ESMTEX 20' SAN ESMTEX 60' POWER ESMTE100' BRL100' BRL100' BRL100' BRL100' BRL100' BRL100' BRL100' BRL
60' BRL
60' BRL
60' B
R
L
60' B
R
L
100'
B
R
L
15+01.4814+5014+0013+5013+0012+5012+0011+5011+0010+5010+00
9+50
9+00
8+50
8+00
7+50
7+00
6+50
6+00
5+50
5+01.53
15+00
.
9
8
14+50
14+00
13+5
0
13+00
12+50
12+00
11+50
11+00
10+50
10+0
0
9+50
9+0
0
8+50
8+00
7+5
0
7+00
6+5
0
6+00
5+5
0
4+9
9
.
4
4
1
4
+
9
9
.
9
0
14
+
5
0
14
+
0
0
13
+
5
0
1
3
+
0
0
1
2
+
5
0
12
+
0
0
11
+
5
0
1
1
+
0
0
1
0
+
5
0
10
+
0
0
9
+
5
0
9
+
0
0
8
+
5
0
8
+
0
0
7
+
5
0
7
+
0
0
6
+
5
0
6
+
0
0
5
+
5
0
4
+
9
9
.
0
4POND 1APOND 6POND 5POND 4BPOND 4APOND 3POND 1BPOND 1CPOND 1DPOND 9POND 2APOND 2BPOND 10POND 2C630
632
634
636
638
640
642
644
15+01.4814+5014+0013+5013+0012+5012+0011+5011+0010+5010+00
9+50
9+00
8+50
8+00
7+50
7+00
6+50
6+00
5+50
5+01.53
15+01.4814+5014+0013+5013+0012+5012+0011+5011+0010+5010+00
9+50
9+00
8+50
8+00
7+50
7+00
6+50
6+00
5+50
5+01.53
15+00
.
9
8
14+50
14+00
13+5
0
13+00
12+50
12+00
11+50
11+00
10+50
10+0
0
9+50
9+0
0
8+50
8+00
7+5
0
7+00
6+5
0
6+00
5+5
0
4+9
9
.
4
4
1
4
+
9
9
.
9
0
14
+
5
0
14
+
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13
+
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1
3
+
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0
1
2
+
5
0
12
+
0
0
11
+
5
0
1
1
+
0
0
1
0
+
5
0
10
+
0
0
9
+
5
0
9
+
0
0
8
+
5
0
8
+
0
0
7
+
5
0
7
+
0
0
6
+
5
0
6
+
0
0
5
+
5
0
4
+
9
9
.
0
4
15+01.4814+5014+0013+5013+0012+5012+0011+5011+0010+5010+00
9+50
9+00
8+50
8+00
7+50
7+00
6+50
6+00
5+50
5+01.53
15+00
.
9
8
14+50
14+00
13+5
0
13+00
12+50
12+00
11+50
11+00
10+50
10+0
0
9+50
9+0
0
8+50
8+00
7+5
0
7+00
6+5
0
6+00
5+5
0
4+9
9
.
4
4
1
4
+
9
9
.
9
0
14
+
5
0
14
+
0
0
13
+
5
0
1
3
+
0
0
1
2
+
5
0
12
+
0
0
11
+
5
0
1
1
+
0
0
1
0
+
5
0
10
+
0
0
9
+
5
0
9
+
0
0
8
+
5
0
8
+
0
0
7
+
5
0
7
+
0
0
6
+
5
0
6
+
0
0
5
+
5
0
4
+
9
9
.
0
4
15+01.4814+5014+0013+5013+0012+5012+0011+5011+0010+5010+00
9+50
9+00
8+50
8+00
7+50
7+00
6+50
6+00
5+50
5+01.53
15+00
.
9
8
14+50
14+00
13+5
0
13+00
12+50
12+00
11+50
11+00
10+50
10+0
0
9+50
9+0
0
8+50
8+00
7+5
0
7+00
6+5
0
6+00
5+5
0
4+9
9
.
4
4
1
4
+
9
9
.
9
0
14
+
5
0
14
+
0
0
13
+
5
0
1
3
+
0
0
1
2
+
5
0
12
+
0
0
11
+
5
0
1
1
+
0
0
1
0
+
5
0
10
+
0
0
9
+
5
0
9
+
0
0
8
+
5
0
8
+
0
0
7
+
5
0
7
+
0
0
6
+
5
0
6
+
0
0
5
+
5
0
4
+
9
9
.
0
4
630
632
634
636
638
640
642
644
14' WIDEACCESS ROAD28' WIDEGATE62062060
0
60
5
60
5600 620
5905906
1
0 600630630630
610POND 1E" STM 15
" STM
15
" STM 15
" STM 15" STM 15" STM 15" STM 15
" STM 15" STM 15
" STM 15" STM 15" STM 15" STM 15" STM 15" STM 150+00
1+0
0
2+002+500+00
1+00
2+
0
0
3+000+00
1+00
2+003+00" STM 150+001+000+001+002+002+500+00
1+00 2+002+500+001+002+002+500+001+002+002+500+001+002+002+500+001+002+003+003+500+00
1+00
2+00
0+001+002+000+001+002+000+001+001+500+001+001+50POND 7EEEEEEE E
E
E
EEE E E
EEEE E E
EEEE E
EEEE
EEEEESwitch Board
Transformer
CPS InverterGrouping-2MWAC
Switch Board
Transformer
CPS InverterGrouping-2MWAC
Switch Board
Transformer
CPS InverterGrouping-2MWAC
Switch Board
Transformer
CPS InverterGrouping-2MWAC
Switch Board
Transformer
CPS InverterGrouping-2MWAC
Switch Board
Transformer
CPS InverterGrouping-2MWAC
Switch Board
Transformer
CPS InverterGrouping-2MWAC
Switch Board
Transformer
CPS InverterGrouping-2MWAC
X
X
X
XXXXXXXXXXXXXXXXXXXX XXXX XX
X
X
XXXXXXXXXX
XXXXXX X
X
X
XXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXX
X
14' WIDEGATE#1CLVEEEEEEPR 30'ELEC ESMTPR 30'ELEC ESMTVARIABLE WIDTHELEC ESMTPR 30'ELEC ESMTPR TEMPCONSTR ESMTPR TEMPCONSTR ESMTPR TEMPCONSTR ESMT630630620WATER QUALITY PLAN
SITE DEVELOPMENT PLAN
STONEWALL MAGISTERIAL DISTRICT
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 OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date 1"=400'2907/18/2022AM/CCSP#48-22490844OREDBUD RUN SOLAR PROJECTNOTE:PER VA DEQ STANDARDS ONLY POSTS FOR SOLAR PANELS ARECOUNTED AS IMPERVIOUS
" STM 15
0+00
1+00
2+00 XXXXXXXXXXXX620620620610POND 1A1+05.9 = 48" RISER
INV OUT = 618.00
INV IN = 618.00
0+21.7 = ES-1 (15")
INV OUT = 604.00
100YR WSE=622.2584
.
2
'
-
1
5
"
C
M
P
@
1
.
6
6
%
TOP = 623.50-0+500+000+501+001+502+002+50600605610615620625630600605610615620625630"1A" POND CROSS-SECTIONPROPOSEDGRADEEXISTINGGRADE59559510YR WSE=620.251YR WSE=618.8410' CL-IRIP-RAPSWM POND 1A DETAILS
SITE DEVELOPMENT PLAN
STONEWALL MAGISTERIAL DISTRICT
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 OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date AS NOTED3007/18/2022AM/CCSP#48-22490844OREDBUD RUN SOLAR PROJECTSWM POND #1A1"=30'48" DIA4'STORMWATER MANAGEMENTPRINCIPAL RISER FRONT VIEWNTSTOP OF RISERELEV = 624.00TYP.TRASH RACK BYPLASTIC SOLUTION ORAPPROVED EQUAL15" OUTLET PIPEINV.=602.00CMP BASE STRUCTURECONCRETE FILLFOR BUOYANCY 4" ORIFICEINV.=618.00ELEV = 598
" S
T
M
15
0+
0
0
1+
0
0
2+002+50XX
620620POND 1B0+28.6 =
48" RISER
INV OUT = 614.00
INV IN = 614.00
INV OUT = 608.00
1+10.1 = ES-1 (15")10YR WSE=622.44100YR WSE=623.328
1
.
0
'
-
1
5
"
CM
P@
9
.
2
6%
TOP = 623.00-0+500+000+501+001+502+002+503+00605610615620625630635605610615620625630635"1B" POND CROSS-SECTIONPROPOSEDGRADEEXISTINGGRADE1YR WSE=620.3510' CL-IRIP-RAPSWM POND 1B DETAILS
SITE DEVELOPMENT PLAN
STONEWALL MAGISTERIAL DISTRICT
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 OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date AS NOTED3107/18/2022AM/CCSP#48-22490844OREDBUD RUN SOLAR PROJECTSWM POND #1B1"=30'48" DIA4.0'STORMWATER MANAGEMENTPRINCIPAL RISER FRONT VIEWNTSTOP OF RISERELEV =623.00TYP.TRASH RACK BYPLASTIC SOLUTION ORAPPROVED EQUALINV.=608.00CONCRETE FILLFOR BUOYANCY INV.=614.60ELEV = 606.0015" OUTLET PIPE3" ORIFICECMP BASE STRUCTURE
" STM 150+001+002+003+00620
620
610
POND 1C
0+19.9 = 48" RISERINV OUT = 614.00INV IN = 614.001+11.9 = ES-1 (15")INV OUT = 608.0010YR WSE=618.32
100YR WSE=620.43
92.0' -
1
5"
C
M
P
@ 6.1
7
%TOP = 618.00-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
605
610
615
620
625
630
635
605
610
615
620
625
630
635
"1C" POND CROSS-SECTION
PROPOSED
GRADE
EXISTING
GRADE
600 600
1YR WSE=616.25
10' CL-I
RIP-RAP SWM POND 1C DETAILSSITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date
AS NOTED
32
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECTSWM POND #1C
1"=30'
48" DIA
4.0'
STORMWATER MANAGEMENT
PRINCIPAL RISER FRONT VIEW
NTS
TOP OF RISER
ELEV =618.00
TYP.TRASH RACK BY
PLASTIC SOLUTION OR
APPROVED EQUAL
INV.=608.00
CONCRETE FILL
FOR BUOYANCY
INV.=614.00
ELEV = 690.04
15" OUTLET PIPE
3" ORIFICE
CMP BASE STRUCTURE
" S
TM
1
5
0
+
0
0
1
+
0
0
2
+
0
0
XXXXX600600POND 1D
1+05.1 = 48" RISERINV OUT = 600.00INV IN = 600.000+22.9 =ES-1 (15")INV OUT = 592.00100YR WSE=
606.35
82.0' - 15" CMP
@ 9.76
%TOP = 606.00-0+50 0+00 0+50 1+00 1+50 2+00 2+50
585
590
595
600
605
610
615
585
590
595
600
605
610
615
"1D" POND CROSS-SECTION
10YR WSE=
605.07
EXISTING
GRADE
1YR WSE=
602.54
10' CL-I
RIP-RAP SWM POND 1D DETAILSSITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date
AS NOTED
33
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECTSWM POND #1D
1"=30'
48" DIA
4.0'
STORMWATER MANAGEMENT
PRINCIPAL RISER FRONT VIEW
NTS
TOP OF RISER
ELEV =606.00
TYP.TRASH RACK BY
PLASTIC SOLUTION OR
APPROVED EQUAL
INV.=592.00
CONCRETE FILL
FOR BUOYANCY
INV.=600.00
ELEV = 690.04
15" OUTLET PIPE
4" ORIFICE
CMP BASE STRUCTURE
" S
T
M
15
0+
0
0
1+
0
0
2
+
0
0
3
+
0
0
3
+
5
0
XXXXXX610
620
620
610
600
POND 1E
1+48.5 = 48" RISERINV OUT = 606.00INV IN = 606.000+11.8 =ES-1 (15")INV OUT = 597.24137.
0' -
1
5"
C
M
P
@ 6.3
9
%
100YR WSE=618.07
10YR WSE=614.95
1YR WSE=611.43TOP = 618.00-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00
590
595
600
605
610
615
620
625
590
595
600
605
610
615
620
625
"1E" POND CROSS-SECTION
PROPOSED
GRADE
EXISTING
GRADE
10' CL-I
RIP-RAP SWM POND 1E DETAILSSITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date
AS NOTED
34
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECTSWM POND #1E
1"=30'
48" DIA
4.0'
STORMWATER MANAGEMENT
PRINCIPAL RISER FRONT VIEW
NTS
TOP OF RISER
ELEV =618.00
TYP.TRASH RACK BY
PLASTIC SOLUTION OR
APPROVED EQUAL
INV.=597.24
CONCRETE FILL
FOR BUOYANCY
INV.=606.00
ELEV = 690.04
15" OUTLET PIPE
15" ORIFICE
CMP BASE STRUCTURE
" STM 15
0+00
1+00
2+00 XXXXXXXX
X
63
0
POND 2A
0+64.9 = 48" RISERINV OUT = 623.0INV IN = 623.00+18.0 =ES-1 (15")INV OUT = 622.047.0' - 15"
C
M
P
@ 2.13%
100YR WSE=627.06
10YR WSE=625.67
1YR WSE=623.89TOP = 626.00-0+50 0+00 0+50 1+00 1+50 2+00 2+50
615
620
625
630
635
615
620
625
630
635
"2A" POND CROSS-SECTION
PROPOSED
GRADE
EXISTING
GRADE
10' CL-I
RIP-RAP SWM POND 2A DETAILSSITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date
AS NOTED
35
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECTSWM POND #2A
1"=30'
48" DIA
4.0'
STORMWATER MANAGEMENT
PRINCIPAL RISER FRONT VIEW
NTS
TOP OF RISER
ELEV =626.00
TYP.TRASH RACK BY
PLASTIC SOLUTION OR
APPROVED EQUAL
INV.=622.00
CONCRETE FILL
FOR BUOYANCY
INV.=623.00
ELEV = 690.04
30" OUTLET PIPE
15" ORIFICE
CMP BASE STRUCTURE
" STM 150+001+002+003+00E E
E
E E
E E
E
E E
E
E
E
E
E
E
E
E E
E
X
X
X XXXX
X
X
X
X
XXXX
X
X
590
590
POND 2B
0+11.1 =ES-1 (15")INV OUT = 586.00INV IN = 586.001+04.0 = 48" RISERINV OUT =580.0093.0' -
1
5"
C
M
P
@ 6.4
5
%
100YR WSE=592.60
10YR WSE=590.83TOP = 594.00-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
575
580
585
590
595
600
575
580
585
590
595
600
"2B" POND CROSS-SECTION
PROPOSED
GRADE
EXISTING
GRADE
1YR WSE=588.16
10' CL-I
RIP-RAP SWM POND 2B DETAILSSITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date
AS NOTED
36
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECTSWM POND #2B
1"=30'
48" DIA
4.0'
STORMWATER MANAGEMENT
PRINCIPAL RISER FRONT VIEW
NTS
TOP OF RISER
ELEV =594.00
TYP.TRASH RACK BY
PLASTIC SOLUTION OR
APPROVED EQUAL
INV.=580.00
CONCRETE FILL
FOR BUOYANCY
INV.=586.00
ELEV = 690.04
30" OUTLET PIPE
15" ORIFICE
CMP BASE STRUCTURE
" STM
150+001+001+50EEEEEEEEEEEEEXXXXXXXXXXXXXXXXXXXXXXXXXXX590
600
600
POND 2C
0+90.3 = 48" RISERINV OUT = 592.00INV IN = 592.000+16.1 = ES-1 (15")INV OUT = 589.00TOP = 597.0074.0'
-
1
5
"
C
M
P
@ 4.05
%
-0+50 0+00 0+50 1+00 1+50 2+00
580
585
590
595
600
605
610
580
585
590
595
600
605
610
"2C" POND CROSS-SECTION
PROPOSED
GRADE
EXISTING
GRADE
100YR WSE=
598.26
10YR WSE=596.16
1YR WSE=593.75
10' CL-I
RIP-RAP SWM POND 2C DETAILSSITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date
AS NOTED
37
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECTSWM POND #2C
1"=30'
48" DIA
4.0'
STORMWATER MANAGEMENT
PRINCIPAL RISER FRONT VIEW
NTS
TOP OF RISER
ELEV =597.00
TYP.TRASH RACK BY
PLASTIC SOLUTION OR
APPROVED EQUAL
INV.=589.00
CONCRETE FILL
FOR BUOYANCY
INV.=592.00
ELEV = 690.04
30" OUTLET PIPE
15" ORIFICE
CMP BASE STRUCTURE
E E E E E E E" STM 150+001+002+002+50XXXXXXXXXXXXXXXXXX620
620
POND 3
1+16.0 = 48" RISERINV OUT = 619.00INV IN = 619.000+25.9 = ES-1 (15")INV OUT = 613.18TOP =624.00100YR WSE=
623.65
90.0' -
1
5"
C
M
P
@ 5.7
6
%
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00
605
610
615
620
625
630
635
605
610
615
620
625
630
635
"3" POND CROSS-SECTION
PROPOSED
GRADE
EXISTING
GRADE
10YR WSE=
621.03
1YR WSE=
619.80
10' CL-I
RIP-RAP SWM POND 3 DETAILSSITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date
AS NOTED
38
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECTSWM POND #3
1"=30'
48" DIA
4.0'
STORMWATER MANAGEMENT
PRINCIPAL RISER FRONT VIEW
NTS
TOP OF RISER
ELEV =624.00
TYP.TRASH RACK BY
PLASTIC SOLUTION OR
APPROVED EQUAL
INV.=613.18
CONCRETE FILL
FOR BUOYANCY
INV.=619.00
ELEV = 690.04
15" OUTLET PIPE
15" ORIFICE
CMP BASE STRUCTURE
" STM 15
0+00
1+002+002+50XXXXXXXXXX XXX
X
X
X
POND 4A
1+16.0 = 48" RISERINV OUT = 633.00INV IN = 633.000+41.7 =ES-1 (15")INV OUT = 632.60633.59
634.64
100YR WSE=635.59
74.0' - 15" CMP
@ 0.54%TOP =636.00-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00
625
630
635
640
645
625
630
635
640
645
"4A" POND CROSS-SECTION
PROPOSED
GRADE EXISTING
GRADE
10' CL-I
RIP-RAP SWM POND 4A DETAILSSITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date
AS NOTED
39
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECTSWM POND #4A
1"=30'
48" DIA
4.0'
STORMWATER MANAGEMENT
PRINCIPAL RISER FRONT VIEW
NTS
TOP OF RISER
ELEV =635.00
TYP.TRASH RACK BY
PLASTIC SOLUTION OR
APPROVED EQUAL
INV.=632.60
CONCRETE FILL
FOR BUOYANCY
INV.=633.00
ELEV = 690.04
15" OUTLET PIPE
6" ORIFICE
CMP BASE STRUCTURE
" S
T
M
15
0+
0
0
1+
0
0
2+
0
0
2+
5
0
XXXXXXXXX600605605600POND 4B
0+91.7 = 48" RISERINV OUT = 598.00INV IN = 598.000+33.5 =ES-1 (15")INV OUT = 597.55TOP =603.001YR WSE=599.00
10YR WSE=601.21
100YR WSE=603.30
58.0' - 15" CMP
@ 0.78%
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00
590
595
600
605
610
590
595
600
605
610
"4B" POND CROSS-SECTION
PROPOSED
GRADE
EXISTING
GRADE
10' CL-I
RIP-RAP SWM POND 4B DETAILSSITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date
AS NOTED
40
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECTSWM POND #4B
1"=30'
48" DIA
4.0'
STORMWATER MANAGEMENT
PRINCIPAL RISER FRONT VIEW
NTS
TOP OF RISER
ELEV =603.00
TYP.TRASH RACK BY
PLASTIC SOLUTION OR
APPROVED EQUAL
INV.=597.55
CONCRETE FILL
FOR BUOYANCY
INV.=598.00
ELEV = 690.04
15" OUTLET PIPE
6" ORIFICE
CMP BASE STRUCTURE
" STM 15
0+00
1+00
2+00
2+50 XXXXXXXXXXXXX600600 590POND 5
0+91.8 = 48" RISERINV OUT = 594.00INV IN = 594.000+12.6 =ES-1 (15")INV OUT = 585.25100YR WSE=598.94
10YR WSE=
597.89
1YR WSE=
595.31
79.0' - 15" CMP
@ 11.08
%TOP =598.00-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00
580
585
590
595
600
605
580
585
590
595
600
605
"5" POND CROSS-SECTION
PROPOSED
GRADE
EXISTING
GRADE
10' CL-I
RIP-RAP SWM POND 5 DETAILSSITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date
AS NOTED
41
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECTSWM POND #5
1"=30'
48" DIA
4.0'
STORMWATER MANAGEMENT
PRINCIPAL RISER FRONT VIEW
NTS
TOP OF RISER
ELEV =598.00
TYP.TRASH RACK BY
PLASTIC SOLUTION OR
APPROVED EQUAL
INV.=585.25
CONCRETE FILL
FOR BUOYANCY
INV.=594.00
ELEV = 690.04
15" OUTLET PIPE
8" ORIFICE
CMP BASE STRUCTURE
" STM 15
0+00
1+00
2+00
2+50 XXXXXXXXXXXX590600600POND 6
1+04.1 = 48" RISERINV OUT = 592.00INV IN = 592.000+25.6 = ES-1 (15")INV OUT = 583.6110YR WSE=597.30
100YR WSE=598.42
78.0' - 15" CMP
@ 10.76
%TOP =598.00-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00
575
580
585
590
595
600
605
610
575
580
585
590
595
600
605
610
"6" POND CROSS-SECTION
PROPOSED
GRADE
1YR WSE=594.49
10' CL-I
RIP-RAP SWM POND 6 DETAILSSITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date
AS NOTED
42
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECTSWM POND #6
1"=30'
48" DIA
4.0'
STORMWATER MANAGEMENT
PRINCIPAL RISER FRONT VIEW
NTS
TOP OF RISER
ELEV =598.00
TYP.TRASH RACK BY
PLASTIC SOLUTION OR
APPROVED EQUAL
INV.=583.61
CONCRETE FILL
FOR BUOYANCY
INV.=592.00
ELEV = 690.04
6" ORIFICE
15" OUTLET PIPE
CMP BASE STRUCTURE
0+001+00XXXXXXXXXXXXXPOND 734.0
'
-
15"
CMP@ 4
.85%
TOP = 613.50-0+500+000+501+001+50600605610615620600605610615620PROPOSEDGRADEEXISTINGGRADE1YR WSE=611.1310YR WSE=613.41100YR WSE=614.02"7" POND CROSS-SECTION10' CL-IRIP-RAPSWM POND 7 DETAILS
SITE DEVELOPMENT PLAN
STONEWALL MAGISTERIAL DISTRICT
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 OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date AS NOTED4307/18/2022AM/CCSP#48-22490844OREDBUD RUN SOLAR PROJECTSWM POND #71"=30'48" DIA4.0'STORMWATER MANAGEMENTPRINCIPAL RISER FRONT VIEWNTSTOP OF RISERELEV =613.50TYP.TRASH RACK BYPLASTIC SOLUTION ORAPPROVED EQUALINV.=610.00CONCRETE FILLFOR BUOYANCY INV.=610.00ELEV = 606.006" ORIFICE15" OUTLET PIPECMP BASE STRUCTURE
" S
T
M
15 XXXXXXXXXXXXXXXPOND 9
0+64.6 = 48" RISERINV OUT = 594.00INV IN = 594.000+22.7 = ES-1 (15")INV OUT = 593.00100YR WSE=597.82
10YR WSE=596.20
1YR WSE=594.91
42.0' - 15" CMP
@ 2.38%TOP =596.00-0+50 0+00 0+50 1+00 1+50 2+00 2+50
590
595
600
605
590
595
600
605
"9" POND CROSS-SECTION
PROPOSED
GRADE
EXISTING
GRADE
10' CL-I
RIP-RAP SWM POND 9 DETAILSSITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date
AS NOTED
44
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECTSWM POND #9
1"=30'
48" DIA
4.0'
STORMWATER MANAGEMENT
PRINCIPAL RISER FRONT VIEW
NTS
TOP OF RISER
ELEV =596.00
TYP.TRASH RACK BY
PLASTIC SOLUTION OR
APPROVED EQUAL
INV.=593.00
CONCRETE FILL
FOR BUOYANCY
INV.=594.00
ELEV = 690.04
6" ORIFICE
15" OUTLET PIPE
CMP BASE STRUCTURE
" STM 15
0+00
1+00
1+50 XXXXXXXXXXXXXX590590590POND 10
0+84.5 = 48" RISERINV OUT = 590.00INV IN = 590.000+28.1 = ES-1 (15")INV OUT = 587.88TOP = 593.00100YR WSE=
594.54
10YR WSE=
593.05
56.0' -
1
5
"
C
M
P
@ 3.79
%
-0+50 0+00 0+50 1+00 1+50 2+00
580
585
590
595
600
605
580
585
590
595
600
605
"10" POND CROSS-SECTION
PROPOSED
GRADE
EXISTING
GRADE
1YR WSE=590.91
10' CL-I
RIP-RAP SWM POND 10 DETAILSSITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date
AS NOTED
45
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECTSWM POND #10
1"=30'
48" DIA
4.0'
STORMWATER MANAGEMENT
PRINCIPAL RISER FRONT VIEW
NTS
TOP OF RISER
ELEV =593.00
TYP.TRASH RACK BY
PLASTIC SOLUTION OR
APPROVED EQUAL
INV.=587.88
CONCRETE FILL
FOR BUOYANCY
INV.=590.00
ELEV = 690.04
6" ORIFICE
15" OUTLET PIPE
CMP BASE STRUCTURE
EEEEEE630
632
634
636
638
640
642
644
630
632
634
636
638
640
642
644
XXX
X
X
X
X
X
X
X X X X X X X X X X X X X
XXX
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
14.5'
DRIVER EYE LOCATION
500' SIGHT LINE
(45 MPH DESIGN
SPEED)
APPROXIMATE CENTER
OF LANE
EXISTING VEG TO REMAIN
AS LANDSCAPE BUFFER
500' SIGHT LINE
(45 MPH DESIGN
SPEED)
APPROXIMATE CENTER
OF LANE
PROPOSED
LANDSCAPE BUFFER
15+01.4814+5014+0013+5013+0012+5012+0011+5011+0010+5010+00
9+50
9+00
8+50
8+00
7+50
7+006+50
6+00
5+50
5+01.53
EX. POWER POLE TO BE
RELOCATED OR REPLACED.
COORDINATION WITH THE
OPERATOR PRIOR TO
CONSTRUCTION.
WOODS MIL
L
R
D
-
R
T
E
6
6
0
MAJOR COL
L
E
C
T
O
R
(40'R/W DB
2
5
1
P
G
1
5
2
)
A
A
B
B
C
C
3.5' EYEHEIGHT3.5' OBJECTHEIGHT3.5' OBJECTHEIGHT4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00
610
615
620
625
630
635
640
645
650
655
610
615
620
625
630
635
640
645
650
655
5.20' CUT
ENTRANCE 1 (WOODS MILL) SIGHT DISTANCE PROFILE
PROP GRADE
EXISTING
GRADE
500' SIGHT LINE
EXISTING
GRADE
PROP GRADE
500' SIGHT LINE
55-A-109A
BRYAN SCOTT JENKINS
ZONED: RA
55-A-110
BETTE P JENKINS
ZONED: RA
55-A-139STEPHANIE SEMPLESZONED: RA
55-A-138STEPHANIE SEMPLESZONED: RA
55-A-111
JEFFREY JENKINS
ZONED: RA
55-A-112GARLAND & BARBARA JENKINSZONED: RA
55-A-112AWYATT & ARIELLE PEARSONZONED: RA
55-A-124THOMAS & RACHAEL MENGELZONED: RA
55-A-125
RONALD SIMKHOVITCH SR
ZONED: RA
55-A-126A
SAMUEL & IDA SPEVAK
ZONED: RA
55-A-127CFREDERICK COUNTYZONED: RA
55-A-127
JRW PROPERTIES & RENTALS INC
ZONED: RA
55-7-4
JOHN M LESLIE JR
ZONED: RA
55-7-3
RONALD M COMER
ZONED: RA
55-1-1
HEIDI WOHL
ZONED: RA
55A-1-2NATHAN & KELSEY MYERSZONED: RA
55A-1-3JANET ATKINSON
ZONED: RA
55A-1-4MATTHEW & MELODY MUNDYZONED: RA
55A-1-9KEVIN WELCHZONED: RA
55A-1-8
KEVIN WELCH
ZONED: RA
55A-1-11BRIAN & SARAHMERCHANTZONED: RA
55-1-13JEFFREY & ANTINEAFELTNERZONED: RA
55A-1-10JEANETTE SHAFFER &JEFFREY DORSEYZONED: RA
55A-1-15
REBECCA SMITH
ZONED: RA
55A-1-12BRIAN & SARAHMERCHANTZONED: RA
55A-1-14SHARON & REBEKAHRUSSELLZONED: RA
55A-1-18JRW PROPERTIES &RENTALS INCZONED: RA
55A-1-19JRW PROPERTIES &RENTALS INCZONED: RA
55A-1-21
ROBERT WILLIAMS
ZONED: RA
55A-1-16RANDY BORRORZONED: RA
55A-1-17
TINA NEWLIN
ZONED: RA
55A-1-20
JRW PROPERTIES &
RENTALS INC
ZONED: RA
55A-1-22A
RONALD & MARY LEE
ZONED: RA
56-A-3
BENJAMIN & JEAN HALLAM
ZONED: RA
55-5-5
CYNTHIA HAWKINS
ZONED: RA
55-5-6EDWARD & ROSE FRAWLEY TRUSTEEZONED: RA
55-5-8BRIAN & ERIN HARTMANZONED: RA
55-5-9LARRY & ELIZABETH PULLENZONED: RA
55-5-10
BETTY BROWN
ZONED: RA
55-8-1
WALTER & ELIZABETH MITCHELL
ZONED: RA
55-A-137E
SUSAN ADAMKIEWICZ TRUS
ZONED: RA
55-A-137A
TRUSTEES OF
EMMANUEL UNITED
METHODIST
CHURCH
ZONED: RA
55-A-127BEDITH DUNLAP
ZONED: RA
55A-2-APATRICIA PERRYZONED: RA
55-A-137CGEORGE &JUDITH BENNETTZONED: RA
55-A-137D
MICHALE & NORMA MCGUIRE
ZONED: RA
ZONED: RA
20' SANITARY ESMTINST #060018311
WATERCOURSE 2
WATERCOURSE 1
WATERCOURSE 3
WATERCOURSE 4
WATERCOURSE 6
WATERCOURSE 5
WATERCOURSE 7
WATERCOURSE 9
WATERCOURSE 8
WATERCOURSE 6
WATERCOURSE 7
EXISTING
HOUSE TO
REMAIN
EX SAN FMs (APPROX LOC)
EX SAN FMs (APPROX LOC)
EX SAN FMs (APPROX LOC)
EX 20' SAN ESMT
EX 20' SAN ESMT
EX 20' SAN ESMT
100' BR
L 100' BRL100' BRL10
0
'
B
R
L
100' BRL100' BRL100' BRL100' BRL60' BRL60' BRL60' BRL60' BRL100' BRL14' WIDEACCESS ROAD
28' WIDE
GATE
14' WIDE
GATE
#1CLV
PR 30'ELEC ESMT
PR 30'
ELEC ESMT
PR TEMP
CONSTR ESMT
PR TEMPCONSTR ESMT
10
+
0
0
10+09
.
7
0
620
625
630
635
640
645
650
620
625
630
635
640
645
650
-0+50 0+00 0+50 1+00 1+50
EXISTING
GRADE
PROPOSED
GRADE
CROSS-SECTION A-AEX. 40' ROWEX. 40' ROW ℄ WOODS MILL RD3:1 SLOPE-0+50 0+00 0+50 1+00 1+50
625
630
635
640
645
650
655
625
630
635
640
645
650
655
EXISTING
GRADE
PROPOSED
GRADE
CROSS-SECTION B-BEX. 40' ROWEX. 40' ROW ℄ WOODS MILL RD3:1 SLOPE-0+50 0+00 0+50 1+00 1+50
630
635
640
645
650
655
630
635
640
645
650
655
EXISTING
GRADE
PROPOSED
GRADE
CROSS-SECTION C-CEX. 40' ROWEX. 40' ROW ℄ WOODS MILL RD3:1 SLOPEFREDERICK COUNTY, VIRGINIASIGHT DISTANCE PLAN - ENTRANCE 1REDBUD RUN SOLAR PROJECTSTONEWALL MAGISTERIAL DISTRICTENTRANCE 1
VICINITY MAP
NOTES:
1.ANY BRUSH WITHIN THE ROW CONFLICTING WITH THE SIGHT LINE TO
BE CLEARED.
46
0844O
AM/CC
Rev. No.Date
AS SHOWNSITE DEVELOPMENT PLAN49
07/18/2022
ENTRANCE 1 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV
XX X X X X X X X X X X X X X X X X X
XX XX X
XX14.5'
500' SIGHT LINE
(45 MPH DESIGN
SPEED)
500' SIGHT LINE
(45 MPH DESIGN
SPEED)
DRIVER EYE LOCATION
APPROXIMATE CENTER
OF LANE
APPROXIMATE CENTER
OF LANE
PROPOSED
LANDSCAPE BUFFER
PROPOSED
LANDSCAPE BUFFER
15+00.9814+5014+0013+5013+0012+5012+0011+5011+0010+5010+009+509+008+508+007+507+006+506+005+504+99.44
WOODS MILL RD-RTE 660
MAJOR COLLECTOR
(40'R/W DB 251 PG 152)FUTURE RTE 37 EXTENSION3.5' EYEHEIGHT3.5' OBJECTHEIGHT3.5' OBJECTHEIGHT4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00
630
635
640
645
650
655
660
630
635
640
645
650
655
660
ENTRANCE 2 (WOODS MILL) SIGHT DISTANCE PROFILE
PROP GRADE
EXISTING
GRADE
500' SIGHT LINE
500' SIGHT LINE
EXISTING
GRADE
55-A-109ABRYAN SCOTT JENKINSZONED: RA
55-A-110
BETTE P JENKINS
ZONED: RA
55-A-139STEPHANIE SEMPLESZONED: RA
55-A-138STEPHANIE SEMPLESZONED: RA
55-A-111JEFFREY JENKINSZONED: RA
55-A-112
GARLAND & BARBARA JENKINS
ZONED: RA
55-A-112AWYATT & ARIELLE PEARSON
ZONED: RA
55-A-124
THOMAS & RACHAEL MENGEL
ZONED: RA
55-A-125
RONALD SIMKHOVITCH SR
ZONED: RA
55-A-126A
SAMUEL & IDA SPEVAK
ZONED: RA
55-A-127C
FREDERICK COUNTYZONED: RA
55-A-127JRW PROPERTIES & RENTALS INCZONED: RA
55-7-4
JOHN M LESLIE JR
ZONED: RA
55-7-3RONALD M COMERZONED: RA
55-1-1HEIDI WOHLZONED: RA
55A-1-2NATHAN & KELSEY MYERSZONED: RA
55A-1-3
JANET ATKINSON
ZONED: RA
55A-1-4MATTHEW & MELODY MUNDYZONED: RA
55A-1-9KEVIN WELCHZONED: RA
55A-1-8
KEVIN WELCH
ZONED: RA
55A-1-11BRIAN & SARAHMERCHANTZONED: RA
55-1-13
JEFFREY & ANTINEA
FELTNER
ZONED: RA
55A-1-10
JEANETTE SHAFFER &
JEFFREY DORSEY
ZONED: RA
55A-1-15REBECCA SMITHZONED: RA
55A-1-12
BRIAN & SARAH
MERCHANT
ZONED: RA
55A-1-14SHARON & REBEKAHRUSSELLZONED: RA
55A-1-18
JRW PROPERTIES &
RENTALS INC
ZONED: RA
55A-1-19JRW PROPERTIES &RENTALS INCZONED: RA
55A-1-21ROBERT WILLIAMSZONED: RA
55A-1-16RANDY BORROR
ZONED: RA
55A-1-17
TINA NEWLIN
ZONED: RA
55A-1-20JRW PROPERTIES &RENTALS INCZONED: RA
55A-1-22ARONALD & MARY LEEZONED: RA
56-A-3
BENJAMIN & JEAN HALLAM
ZONED: RA
55-5-5CYNTHIA HAWKINSZONED: RA
55-5-6
EDWARD & ROSE FRAWLEY TRUSTEE
ZONED: RA
55-5-8BRIAN & ERIN HARTMANZONED: RA
55-5-9
LARRY & ELIZABETH PULLEN
ZONED: RA
55-5-10BETTY BROWNZONED: RA
55-8-1
WALTER & ELIZABETH MITCHELL
ZONED: RA
55-A-137ESUSAN ADAMKIEWICZ TRUSZONED: RA
55-A-137A
TRUSTEES OF
EMMANUEL UNITED
METHODISTCHURCHZONED: RA
55-A-127BEDITH DUNLAPZONED: RA
55A-2-A
PATRICIA PERRY
ZONED: RA
55-A-137CGEORGE &JUDITH BENNETTZONED: RA
55-A-137DMICHALE & NORMA MCGUIREZONED: RA
20' SANITARY ESMTINST #060018311
EXISTINGHOUSE TOREMAIN
EX SAN FMs (APPROX LOC)
EX SAN FMs (APPROX LOC)
EX SAN FMs (APPROX LOC)
EX 20' SAN ESMT
EX 20' SAN ESMT
EX 20' SAN ESMT
100' B
R
L 100' BRL100' BRL100' BRL100' BRL100' BRL100' BRL100' BRL60' BRL60' BRL60' BRL60' BRL100' BRL14' WIDE
ACCESS ROAD
28' WIDEGATE
14' WIDE
GATE
#1CLV
PR 30'
ELEC ESMT
PR 30'
ELEC ESMT
PR TEMP
CONSTR ESMT
PR TEMPCONSTR ESMT FREDERICK COUNTY, VIRGINIASIGHT DISTANCE PLAN - ENTRANCE 2REDBUD RUN SOLAR PROJECT151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSTONEWALL MAGISTERIAL DISTRICTAS SHOWN
07/18/2022
AM/CC
0844O
ENTRANCE 2
VICINITY MAP
NOTES:
1.ANY BRUSH WITHIN THE ROW CONFLICTING WITH THE SIGHT LINE TO
BE CLEARED.
4947
Rev. No.DateSITE DEVELOPMENT PLANENTRANCE 2
#
1
C
L
V
1
8
"
H
D
P
E
P
I
P
E
1
1
2
'@
2
.
7%
C
U
L
V
E
R
T
E
X
T
E
N
S
IO
N
500' SIGHT LINE
(45 MPH DESIGN
SPEED)
DRIVER EYE LOCATION
APPROXIMATE CENTER
OF LANE
APPROXIMATE CENTER
OF LANE
8+00
14+99.9014+5014+0013+5013+0012+5012+0011+50
11+0010+5010+00
9+509+008+508+007+507+006+506+005+504+99.04
14.5'
500' SIGHT LINE
(45 MPH DESIGN
SPEED)
X X
WOODS MILL RD-RTE 660
MAJOR COLLECTOR
(40'R/W DB 251 PG 152)
4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50
610
615
620
625
630
635
610
615
620
625
630
635
ENTRANCE 3 (WOODS MILL) SIGHT DISTANCE PROFILE 3.5' OBJECTHEIGHT3.5' OBJECTHEIGHT3.5' EYEHEIGHTEXISTING PRIVATE
ENTRANCE TO BE
UTILIZED
EXISTING
GRADE
500' SIGHT LINE
500' SIGHT LINE
EXISTING
GRADE
20' SANITARY ESMTINST #060018311
EXISTINGHOUSE TOREMAIN
EX SAN FMs (APPROX LOC)
EX SAN FMs (APPROX LOC)
EX SAN FMs (APPROX LOC)
EX 20' SAN ESMT
EX 20' SAN ESMT
EX 20' SAN ESMT
#1CLV FREDERICK COUNTY, VIRGINIASIGHT DISTANCE PLAN - ENTRANCE 3REDBUD RUN SOLAR PROJECT151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSTONEWALL MAGISTERIAL DISTRICT07/18/2022
0844O
AS SHOWN
NOTES:
1.ANY BRUSH WITHIN THE ROW CONFLICTING WITH THE SIGHT LINE TO
BE CLEARED.
VICINITY MAP
ENTRANCE 3
48 49
Rev. No.Date
AM/CC
ENTRANCE 3 SITE DEVELOPMENT PLAN
6106
2
0650
E E XXXXXXXXXXDRIVER EYE LOCATION
APPROXIMATE CENTER
OF LANE
APPROXIMATE CENTER
OF LANE
PINE ROAD
(50' R/W DB651, PG508)
REVISED ENTRANCE LOCATION
610' SIGHT LINE
(55 MPH DESIGN
SPEED)610' SIGHT LINE
(55 MPH DESIGN
SPEED)
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00 12+20
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50
610
615
620
625
630
635
640
645
650
655
610
615
620
625
630
635
640
645
650
655
3.5' EYEHEIGHT3.5' EYEHEIGHT3.5' EYEHEIGHT ENTRANCE 4 (PINE ROAD) SIGHT DISTANCE PROFILE
660660
610' SIGHT LINE
610' SIGHT LINE
EXISTING
GRADE
20' SANITARY ESMTINST #060018311
EXISTINGHOUSE TOREMAIN
EX SAN FMs (APPROX LOC)
EX SAN FMs (APPROX LOC)
EX SAN FMs (APPROX LOC)
EX 20' SAN ESMT
EX 20' SAN ESMT
EX 20' SAN ESMT
#1CLV FREDERICK COUNTY, VIRGINIASIGHT DISTANCE PLAN - ENTRANCE 4REDBUD RUN SOLAR PROJECT151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSTONEWALL MAGISTERIAL DISTRICTAS SHOWN
NOTES:
1.ANY BRUSH WITHIN THE ROW CONFLICTING WITH THE SIGHT LINE TO
BE CLEARED.
VICINITY MAP
07/18/2022
0844O
ENTRANCE 4
49 49
Rev. No.Date
AM/CC
ENTRANCE 4 SITE DEVELOPMENT PLAN
600600580 EX SAN FMs (610
E
E E E E E E E E E
EEEEEEEEEEEEEEEEEREVISED ENTRANCE LOCATION
500' SIGHT LINE
(45 MPH DESIGN
SPEED)
500' SIGHT LINE
(45 MPH DESIGN
SPEED)
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+0010+09.70
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00
590
595
600
605
610
615
620
625
590
595
600
605
610
615
620
625
3.5' EYEHEIGHT3.5' EYEHEIGHT3.5' EYEHEIGHT ENTRANCE 5 (JORDAN SPRINGS) SIGHT DISTANCE PROFILE
500' SIGHT LINE
500' SIGHT LINE
EXISTING
GRADE
20' SANITARY ESMT
INST #060018311
EX SAN FMs (APPROX LOC)
EX SAN FMs (APPROX LOC)
EX SAN FMs (APPROX LOC)
EX SAN FMs (APPROX LOC)
EX SAN FMs (APPROX LOC)
EX 20' SAN ESMT
EX 20' SAN ESMT
EX 20' SAN ESMT
EX 60' POWER ESMT
#1CLV 0+001+
0
0
2+
0
0
3+
0
0
4+
0
0
5+
0
0
6+
0
0
7+
0
0
8+00
9+
0
0
10
+
00
10
+
0
9
.
7
0 FREDERICK COUNTY, VIRGINIASIGHT DISTANCE PLAN - ENTRANCE 5REDBUD RUN SOLAR PROJECT151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSTONEWALL MAGISTERIAL DISTRICTAS SHOWN
NOTES:
1.ANY BRUSH WITHIN THE ROW CONFLICTING WITH THE SIGHT LINE TO
BE CLEARED.
VICINITY MAP
07/18/2022
0844O
ENTRANCE 5
49A 49
Rev. No.Date
AM/CC
ENTRANCE 5 SITE DEVELOPMENT PLAN
EEEEEEEEEEEEEEEEEEEEEEEEEX SAN FMs (APPROX LOC)
55-A-134
ALLEN CONNER
ZONED: RA
55-A-135
RONALD & MARY LEE
ZONED: RA
PR 30'
ELEC ESMT
PROPOSED MEDIUM
VOLTAGE ELECTRIC
LINE (TYP.)
56-A-3
BENJAMIN & JEAN HALLAM
ZONED: RA
EX SAN FMs (APPROX LOC)
0+00
1+
0
0
2+00
30' OF 6"
PVC CASING
EX 20'
SAN ESMT
(FCSA TYP.)
ELECTRICAL EASEMENT
SHALL NOT OVERLAP
THE FCSA ESMT. (TYP.)TEST PIT-0+50 0+00 0+50 1+00 1+50 2+00 2+50
575
580
585
590
595
1.5'
CLEAR
EXISTING
GRADE
3.0'
COVER
FORCE MAIN CROSSING "A"
3.0'
COVER
3.0'
COVER
PROP. MEDIUM
VOLTAGE
ELECTRIC LINE
30' OF 6"
PVC CASING
575
580
585
590
595
570 570 610EEEEEEEE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
44-A-295
WILLIAM REXRODE
3.89 ACRES
45-4-1-3
JOHN & JUNE CONLEY
ZONED: RP
45-4-1-4
CATHERINE BELL
ZONED: RP
213' OF 6"
PVC CASING
20x20
RECIEVING PIT
20x30
BORE PIT
EX SAN FMs (APPROX LOC)
44 A 294A
AIKEN TONIE WALLACE
ZONED: RA/B2
JORDAN SPRINGS RD-RTE 664
(40'R/W)
PROPOSED MEDIUM
VOLTAGE ELECTRIC
LINE (TYP.)WOODS MILL RD-RTE 660(40'R/W DB 251 PG 152)PROPOSED MEDIUM
VOLTAGE ELECTRIC
LINE (TYP.)
44-A-297
ALLEN CONNER
ZONED: RA
0+00
1+00
2+00
ELECTRICAL EASEMENT
SHALL NOT OVERLAP
THE FCSA ESMT. (TYP.)TEST PIT1.5'
CLEAR
-0+50 0+00 0+50 1+00 1+50 2+00 2+50
590
595
600
605
610
3.0'
COVEREXISTING
GRADE
FORCE MAIN CROSSING "B"
3.0'
COVER
3.2'
COVER
PROP. MEDIUM
VOLTAGE
ELECTRIC LINE
590
595
600
605
610
585 585 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSANITARY SEWER CROSSINGSRev. No.Date
2 01/09/2023SITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAAS NOTED
49B
07/18/2022
AM/CC
SP#48-22
49
0844OREDBUD RUN SOLAR PROJECTSANITARY FORCE MAIN CROSSING A SANITARY FORCE MAIN CROSSING B
NOTES:
1.CONTRACTOR SHALL CALL FREDERICK WATER'S INSPECTOR AT LEAST 48
HOURS BEFORE ANY WORK COMMENCES WITHIN OR NEAR FREDERICK
WATER EASEMENTS.
2.PROPOSED ELECTRICAL CASING SHALL BE PLACED UNDER EXISTING FORCE
MAINS REGARDLESS OF DEPTH EXISTING FORCE MAINS.