HomeMy WebLinkAbout01-22 Design Plan rev09 06-14-2022 Removed proposed street light at Glennridge Dr.
6-14-2022 09
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2GENERAL NOTES AND LEGENDRev. No.Date
08 02-21-2022SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03-09-2021
INT
21-05
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3924L151 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, WVSDP NUMBER: #01-22
LEGEND
PROPOSED SAN. LAT. CLEANOUT
PROPOSED CENTERLINE
EXISTING SPOT ELEVATION
STORM DRAIN STRUCTURE IDENTIFIER
SANITARY MANHOLE IDENTIFIER
PROPOSED SPOT ELEVATION
EXISTING CURB AND GUTTER
PROPOSED EDGE OF PAVEMENT
EXISTING EDGE OF PAVEMENT
PROPOSED STORM SEWER WITH INLET
EXISTING STORM SEWER WITH INLET
PROPOSED TELEPHONE LINE
EXISTING TELEPHONE LINE
TRANSITION TO REVERSE CURB
PROPOSED CURB AND GUTTER
PROPOSED ELECTRIC SERVICE
EXISTING ELECTRIC SERVICE
PROPOSED SANITARY SEWER WITH MANHOLE
EXISTING SANITARY SEWER WITH MANHOLE
PROPOSED GAS LINE
EXISTING GAS LINE
FENCELINE
FLOW LINE
PROPOSED WATERLINE W/ TEE
PROPERTY LINE
EXISTING TELEPHONE PEDESTAL
EXISTING WATERLINE W/ TEE
EXISTING UTILITY POLE/GUIDE WIRE
SIGNS
PROPOSED REDUCER
EXISTING FIRE HYDRANT/VALVE/METER
INDICATES THE NUMBER OF TYP. PARKING SPACES
PARKING INDICATOR
HANDICAP PARKING
PROPOSED BUILDING ENTRANCE
VEHICLES PER DAY COUNT
PROPOSED FIRE HYDRANT/VALVE/METER
LIGHT POLE
EXISTING TREE LINE
EXISTING EASEMENT
PROPOSED EASEMENT
EXISTING CENTERLINE
EXISTING INDEX CONTOUR
EXISTING INTERMEDIATE CONTOUR
PROPOSED CONTOUR
PROJECT INFORMATION
§
§
FIRE MARSHAL'S NOTE
GENERAL PLAN AND CONSTRUCTION NOTES VDOT GENERAL NOTES
Fire lane markings and signage:
Any "No Parking" signs and yellow painted curb locations will be installed
by field inspection at the direction of the Fire Marshal's Office.
FREDERICK WATER PROJECT INFORMATION
WATER AND SANITARY SEWER USAGE
WATER DEMAND 52,405 GPD
SANITARY SEWER DISCHARGE 52,405 GPD
Calculation of demand/discharge
WATER DEMAND
*Residential: 235 gpd per connection
*Commercial: 75 gpd per 1,000 sf
*Industrial: 25 gpd @ 10 persons per acre
SEWER DISCHARGE
Sewer discharge equals water demand
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.
* TAKEN FROM ITE TRIP GENERATION 9TH EDITION
FREDERICK WATER CONSTRUCTION NOTES
1. Frederick Water’s Water and Sewer Standards and Specifications are available at www.frederickwater.com
2. The contractor shall adhere to Frederick Water standards and specifications in effect at the time of construction.
3. The contractor shall coordinate with and arrange for inspection by Frederick Water.
4. The contractor shall connect a new sewer line to an existing manhole by core drilling the manhole.
5. A new water (or forced sewer) main shall be connected to an existing main by a wet tap.
Frederick Water shall furnish all needed material and make the tap.
a. An Application for Wet Tap shall be submitted and the initial fee paid before the tap is made.
6. Exact locations of water and sewer services on new lines are to be coordinated with Frederick Water’s inspector.
7. Frederick Water’s maintenance division shall furnish and install all water meters through 2 inch in size.
It is the contractor’s responsibility to have the meter box assembly installed correctly.
Before a permanent meter is installed:
a. The meter box, with its frame and cover, must be properly aligned with the yoke bar.
b. The frame and cover shall be set to final grade.
c. The distance between the top of the cover and the yoke bar shall be between 20 and 23 inches.
d. All components of the meter box assembly shall be in proper working order.
8. For services that connect to existing lines:
a. Frederick Water shall furnish and install:
i. all ⅝”x¾”, ¾”, 1”, 1½” and 2” water services
ii. all sewer services.
b. The owner/developer shall:
i. coordinate (or have the contractor coordinate) the location of the service lateral with Frederick Water’s
engineering assistant.
ii. submit an Application for Service and pay the required fees.
9. All water service lines must have a backflow prevention assembly (double check valve or RPZ, as required). The
assembly must meet ASSE standard number 1015 or 1013.
10. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required). The
assembly shall meet ASSE standard number 1048 or 1047. Any privately owned fire line, interior or exterior, shall
also have a fire service HP Protectus III meter. This assembly shall be installed immediately before the backflow
prevention unit. Radio read remotes are required.
11. Frederick Water shall review the mechanical plan(s) for design and material approval of a building’s:
a. domestic water meter and its backflow prevention device, and/or its
b. Fire service line’s water meter and backflow prevention device.
12. DEQ must also approve sewer pump stations. Frederick Water requires a copy of DEQ’s Certificate to
Operate and a copy of the station’s DEQ approved O&M manual. These documents must be received
before substantial completion is issued and water meters released.
January 2019
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 specifie 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.
USECODE * TRIP RATE
TRIP GENERATION DATA- PHASE 1
DWELLING UNITS VPD
210
230
SINGLE FAMILY DETACHED
TOWNHOUSES
107
41
9.52
5.81
1018.64
238.21
1256.85
FREDERICK COUNTY INSPECTIONS DEPARTMENT NOTES
1.Project shall comply with the Virginia uniform statewide building code (USBC). dwellings (r-5) shall comply with the
Virginia residential 2015 codes. other codes that apply are the 2015 Virginia energy.
2.Dwellings (townhouses) shall be separated as required for per section R302.2.
3.Dwellings less than 6' apart shall have ratings complying with section R302.
4.Grade shall be sloped away from foundations a min 6" in 10'.
5.Backwater valves shall be installed on all plumbing fixtures, (subject to back sewer), located below the top elevation of
the upstream man hole cover
6.Storm water drains, if higher than the basement finished floor, may require additional engineering of the foundation.
engineering of foundation shall be submitted with the building permit.
7.Lots with greater than 20' or more of fill require engineering on slope stability.
8.Engineer design required on all foundations and/or slabs with greater than 8" fill or 24" clean sand/gravel. fill shall be
designed and compacted by a registered professional
9.Lot 11-15; 22-30; 52-54; 101-125; 134-135; 142-144 & lot 69-74 townhouse row.
10.Compaction tests shall be submitted with each permit application.
11.Retaining walls exceeding 3' unbalanced fill requires a building permit and engineer design.
12.Foundations shall be placed on slopes as required per section R403.1.7.
13.Engineering on slope stability required. The building official is permitted to require an investigation and
recommendation of a qualified engineer to demonstrate that the intent of this section has been satisfied. Such an
investigation shall include consideration of material, height of slope, slope gradient, load intensity and erosion
characteristics of slope material.
14.Site plan approved pending receipt of geotechnical soil investigation as required.
GLENRIDGE DRIVETWINBROOK CIRROSSUM LANEOAKMO
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T.M. 65A-7-7-8A
FREDERICK COUNTY
SANITATION AUTHORITY
DB. 493 PG. 123
T.M. 65B-6-38
ATKINS , MAURICE M.
& SHERRY L
DB. 582 PG. 756
T.M. 65-A-50
ATKINS , MAURICE M.
& SHERRY L
DB. 582 PG. 756
T.M. 65-A-54
RUBLE, RANDY LEE &
MARY F.
T.M. 65B-7-10
RUBLE, RANDY LEE &
MARY F.
T.M. 65-A-57
KAPLN, JOSHUA A.
T.M. 65-A-56
GRANADOS,
MEMBRENO JOSE
MARBIN
T.M. 65-A-60
LAFOND, DANIEL P. &
JENIFER
T.M. 65-A-62
ROLES, DONALD L.
T.M. 65-A-63
FELTNER, PAT O. &
PAMELA H.
T.M. 65-A-70
PUFFINBURGER,
PAUL R.
T.M. 65-A-66
FEATHERS, VICKY LYNN & RICHARD A.
DB. 957 PG. 979
T.M. 65-A-65
SPEAKMAN, DONALD
R. & KAREN M.
T.M. 65-A-71
CATHY M. MALICK C/O
CAPON VALLEY BANK
/ LOAN DEPARTMENT
T.M. 65-A-186J
WENCE, DANE MATTHEW
& SARAH ANN
T.M. 65-A-186B
WERDEBAUGH RONALD
F. & MELANIE J.
DB. 969 PG. 1563
T.M. 65-A-190
DAVIS, WILMER R. &
DONNA N.
T.M. 65D-1-1
HENRIQUEZ MAJANO
JOSE F., ETALS T.M. 65D-2-4FELTNER, JEFFREY IIIT.M. 65D-2-5123 RENTALS LLCT.M. 65D-2-6123 RENTALS LLCT.M. 65D-2-7ENDICOTT, KAITLYNT.M. 65D-2-8TAYLOR, MICKEY W. &TAYLOR, LISA A.T.M. 65D-2-9
JENNINGS
INVESTMENTS LLC
T.M. 65D-2-10A
GLENMONT VILLAGE
ASSOCIATION
D.B. 614 PG. 802
T.M. 65D-1-3-37A
GLENMONT VILLAGE
ASSOCIATION
D.B. 583 PG. 137
T.M. 65D-3-4-59A
GLENMONT VILLAGE
ASSOCIATION
D.B. 614 PG. 802
T.M. 65D-3-4-53
WAMPLER, JORDAN K. &
PORTER, MAKAYLA A.
T.M. 65D-3-4-54
MCDONALD R G
PROPERTIES LC
D.B. 966 PG. 1528
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T.M. 65-A-49B
US HOME
CORPORATION
18.59 AC
INST# 220001195
ZONE: RP
T.M. 65-A-55
US HOME
CORPORATION
55.21 AC
INST# 220001195
ZONE: RP
T.M. 65-A-72
EFG INVESTMENTS LLC
DB. 955 PG. 724
35' RIPARIAN BUFFER
35' RIPARIAN
BUFFER
35'
RIPARIAN
BUFFER
35' RIPARIAN
BUFFER
35' RIPARIAN BUFFER
35' RIPARIAN BUFFER
EX.
STREAM
EX.
STREAM
EX.
STREAM
EX. STREAM
EX. STREAM
EX.
STREAM
35' RIPARIAN
BUFFER
35' RIPARIAN
BUFFER
35'
RIPARIAN
BUFFER
35' RIPARIAN BUFFER
35' RIPARIAN BUFFER
35' RIPARIAN BUFFER
DELINEATED WETLANDS
DO NOT DISTURB
WITHOUT ACOE PERMIT
(0.3 ACRES)
RTE. 37 R/W DEDICATION PER
PROFFER #C5
2016 GIS ALIGNMENT
AREA VDOT RTE. 37
RTE. 37
RESERVATION AREA
T.M. 65A-7-7-8A
FREDERICK WATER
0.05 AC
INST# 220001195 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, WVSDP NUMBER: #01-22BOUNDARY AND EXISTING TOPORev. No.Date
08 02-21-2022SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1"=120'
3
03-09-2021
INT
21-05
88
3924L
2. Aerial, horizontal, and vertical control surveys were
Dated:
3. Aerial topographic mapping performed by:
1. Boundary survey was performed by:
performed by:
(Year)
Dated:GREENWAY ENGINEERING 01-05-05 / Updated 06-18-2020
2005GREENWAY ENGINEERING
VIRGINIA MAPPING INC.2005
SURVEY AND TOPOGRAPHIC INFORMATION
L
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2
6LOT 123LOT 36LOT 38
L
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LOT
1
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9
LOT 10
8
LOT 47
LOT 48
LOT 50 LOT 99LOT 98LOT 97LOT 96LOT
95LOT 21LOT 20
LOT
1
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8
LO
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1
7
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1
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L
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1
5
LO
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1
4
LO
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1
3
LOT
1
2
LOT 1
1
LOT 10
LOT 9LOT 4
LOT 3LOT 1LOT 125LOT 126LOT 132LOT 133LOT 138LOT 142LOT 143LO
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1
4
4
LOT
1
4
5
LO
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LO
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7
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1
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LOT 149LOT 151LOT 150LOT 140565758596061
8
7
55LOT 127LOT 53LOT
5
4
LOT
2
2
LOT
2
3
LO
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2
4
LO
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2
5
L
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LO
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8
LO
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2
9
LOT
3
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LOT 31
LOT 32LOT 33LOT 34LOT 124LOT 35LOT 122LOT 121LOT 37LOT 120LOT 119LOT 39LOT 118
LO
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1
1
7
L
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1
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LO
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L
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1
1
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L
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1
1
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L
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4
4
L
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1
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2
L
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1
1
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L
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4
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LO
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1
1
0
LOT 49
LOT 51
LOT 52
LOT 107
LOT 106 LOT 105 LOT 104 LOT 103
LOT 8LOT 7LOT 6LOT 5
LOT 2
LOT 128LOT 129LOT 130LOT 131LOT 134LOT 135LOT 136LOT 137LOT 13962
6
3
6
4
6
6
6
7
6
8
6
9
7
0
7
1
7
2
7
3
7
4
7
5
7
6
7
7
7
8
7
9
8
0
8
1
8
2
8
3
8
4
8
5
8
6
8
8
8
9
9
0
9
1
9
2
9
3
9
4
6
5
R
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O
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LEHIGH DR.
HOP
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LEHIGH DR.T
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50' R/W50' R/W
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5
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T
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C41
C43
C45
C46
C51
C50
C49
C42
C53
C52
C33
C32
C31
C30
C29
C28
C27
C26
C25
C24
C23
C22
C21
C20
C19
C18
C17
C16
C15
C14
C13
C7
C6
C5
C4
C3
C2
C1
C40
C39
C38
C37
C36
C35
C34
C48 GLENRIDGE DR.C8
C9
C10
C11
C12
L1 L2
L3L
4
L5
L6 L7 L8L9L10L12
L13L14L15L16
L17
L
1
8L19L20
L
2
1
L
2
2
L23L24L25 L26L
2
7
L
28
L29L30
L31
L
3
2L33L34L35L
3
6
L37L38L39 L40
L41L4
2
L43L44L45
L
4
6 L47L
4
8
L49
L50 L51L52
L53
L
5
4L55L56C44
C47
C54
1
5
2 L9APUMP STATION
PARCEL
T.M. 65A-7-7-8A
LINE BEARING DISTANCE
L1 S 74°33'13" E 3.41'
L2 S 80°27'11" E 47.92'
L3 S 22°54'28" W 10.79'
L4 S 41°36'22" E 61.34'
L5 S 80°27'10" E 215.69'
L6 S 25°10'30" E 176.91'
L7 N 67°22'19" E 233.24'
L8 N 55°31'29" E 40.41'
L9 S 05°34'06" E 47.18'
L10 S 55°31'29" W 45.25'
L11 S 67°22'19" W 228.92'
L12 S 25°10'30" E 32.50'
L13 S 05°16'14" E 320.37'
L14 S 84°43'46" W 50.00'
L15 N 05°16'15" W 96.50'
L16 S 84°43'46" W 56.52'
L17 N 75°42'08" W 181.45'
L18 N 37°55'32" W 311.33'
L19 N 09°32'49" E 140.63'
L20 S 22°12'06" W 394.50'
L21 S 28°39'52" E 222.64'
L22 N 28°39'52" W 222.64'
L23 S 22°12'06" W 280.11'
L24 S 20°33'07" E 14.43'
L25 N 80°38'39" W 57.17'
L26 N 22°12'06" E 774.20'
L27 N 41°36'12" W 59.28'
L28 S 25°10'30" E 306.51'
L29 S 05°16'14" E 126.87'
L30 S 84°43'46" W 56.60'
L31 N 75°42'08" W 181.45'
L32 N 37°55'32" W 311.33'
L33 N 09°32'49" E 140.70'
L34 S 80°27'10" E 112.80'
L35 S 22°54'28" W 4.85'
L36 S 41°36'22" E 104.59'
L37 N 22°12'06" E 336.55'
L38 N 22°12'06" E 437.66'
L39 S 80°27'10" E 54.39'
L40 S 80°27'10" E 161.30'
L41 S 25°10'30" E 223.30'
L42 S 25°10'30" E 83.21'
L43 S 05°16'14" E 175.37'
L44 S 05°16'14" E 133.49'
L45 S 62°08'14" E 24.45'
L46 S 28°39'52" E 290.00'
L47 S 09°32'49" W 189.20'
L48 S 37°55'32" E 311.33'
L49 S 75°42'08" E 181.45'
L50 N 84°43'46" E 105.10'
L51 S 55°31'29" W 40.41'
L52 S 67°22'19" W 279.63'
L53 S 64°49'30" W 103.33'
L54 N 38°10'54" W 399.80'
L55 N 51°49'06" E 92.00'
L56 N 51°49'06" E 92.00'
CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE TANGENT DEGREE OF CURVE
C1 175.00'197.05'186.80'S 09°20'57" E 64°30'50"110.45'32°44'26"
C2 23.50'32.59'30.04'S 81°20'01" E 79°27'17"19.53'243°48'43"
C3 300.00'212.62'208.20'N 79°14'35" E 40°36'29"111.00'19°05'55"
C4 825.00'795.94'765.43'S 52°48'50" E 55°16'40"432.01'6°56'42"
C5 23.50'35.87'32.49'S 68°54'06" E 87°27'11"22.48'243°48'43"
C6 575.00'118.89'118.68'N 61°26'54" E 11°50'50"59.66'9°57'52"
C7 383.33'13.14'13.14'N 56°35'07" E 1°57'50"6.57'14°56'48"
C8 195.00'67.32'66.99'N 68°00'16" E 19°46'51"34.00'29°22'57"
C9 25.00'36.42'33.29'N 36°09'27" E 83°28'30"22.30'229°10'59"
C10 425.00'49.25'49.22'S 08°54'00" E 6°38'22"24.65'13°28'53"
C11 25.00'40.98'36.54'N 59°10'39" W 93°54'56"26.77'229°10'59"
C12 146.37'45.90'45.71'S 64°51'08" W 17°58'04"23.14'39°08'36"
C13 625.00'129.23'129.00'S 61°26'54" W 11°50'50"64.85'9°10'02"
C14 23.50'37.96'33.96'S 21°05'54" W 92°32'49"24.57'243°48'43"
C15 375.00'130.27'129.62'S 15°13'22" E 19°54'16"65.80'15°16'44"
C16 23.50'36.91'33.23'N 50°16'13" W 90°00'06"23.50'243°49'01"
C17 375.00'128.16'127.54'N 85°29'34" W 19°34'52"64.71'15°16'44"
C18 525.00'346.15'339.91'N 56°48'50" W 37°46'36"179.63'10°54'49"
C19 525.00'434.99'422.65'N 14°11'22" W 47°28'21"230.85'10°54'49"
C20 23.50'36.30'32.80'N 34°42'28" W 88°30'32"22.90'243°48'43"
C21 250.00'343.99'317.49'S 61°37'11" W 78°50'11"205.49'22°55'06"
C22 23.50'32.74'30.16'S 17°42'39" E 79°49'29"19.66'243°48'43"
C23 225.00'113.72'112.51'S 43°08'38" E 28°57'31"58.10'25°27'53"
C24 23.50'22.25'21.43'S 55°47'11" E 54°14'38"12.04'243°48'43"
C25 59.50'299.59'69.54'S 61°20'08" W 288°29'15"42.84'96°17'44"
C26 23.50'22.25'21.43'N 01°32'33" W 54°14'38"12.04'243°48'43"
C27 175.00'68.08'67.65'N 39°48'34" W 22°17'24"34.48'32°44'26"
C28 23.50'43.82'37.74'S 75°37'25" W 106°50'38"31.67'243°48'43"
C29 175.00'130.53'127.53'S 00°49'59" W 42°44'12"68.47'32°44'26"
C30 225.00'153.76'150.78'N 02°37'28" E 39°09'16"80.02'25°27'53"
C31 300.00'102.01'101.52'N 31°56'35" E 19°28'58"51.50'19°05'55"
C32 23.50'34.16'31.23'N 00°02'21" E 83°17'26"20.90'243°48'43"
C33 225.00'251.43'238.55'N 09°17'26" W 64°01'34"140.67'25°27'53"
C34 775.00'747.70'719.04'S 52°48'50" E 55°16'40"405.83'7°23'35"
C35 325.00'112.90'112.34'S 15°13'22" E 19°54'16"57.03'17°37'46"
C36 23.50'36.91'33.23'S 39°43'46" W 90°00'00"23.50'243°48'43"
C37 325.00'111.00'110.46'N 85°29'11" W 19°34'06"56.04'17°37'46"
C38 475.00'313.18'307.54'N 56°48'50" W 37°46'36"162.52'12°03'44"
C39 475.00'393.56'382.40'N 14°11'22" W 47°28'21"208.87'12°03'44"
C40 23.50'36.91'33.23'N 54°32'49" E 90°00'01"23.50'243°48'43"
C41 200.00'225.20'213.49'S 09°20'57" E 64°30'50"126.22'28°38'52"
C42 200.00'149.18'145.75'N 00°49'59" E 42°44'12"78.25'28°38'52"
C43 275.00'136.42'135.03'N 36°24'47" E 28°25'23"69.64'20°50'05"
C44 275.00'234.81'227.74'N 75°05'09" E 48°55'21"125.10'20°50'05"
C45 800.00'771.82'742.24'S 52°48'50" E 55°16'40"418.92'7°09'43"
C46 350.00'121.59'120.98'S 15°13'22" E 19°54'16"61.41'16°22'13"
C47 1000.00'11.51'11.51'S 05°36'01" E 0°39'34"5.75'5°43'46"
C48 200.00'116.84'115.19'S 45°24'03" E 33°28'22"60.14'28°38'52"
C49 500.00'414.27'402.53'S 14°11'22" E 47°28'21"219.86'11°27'33"
C50 500.00'329.66'323.72'S 56°48'50" E 37°46'36"171.07'11°27'33"
C51 350.00'119.54'118.96'S 85°29'11" E 19°34'06"60.36'16°22'13"
C52 200.00'90.17'89.41'S 68°26'28" W 25°49'57"45.87'28°38'52"
C53 600.00'124.06'123.84'S 61°26'54" W 11°50'50"62.25'9°32'57"
C54 200.00'268.76'248.99'N 76°40'42" W 76°59'36"159.07'28°38'52"
RIGHT-OF-WAY CURVE DATA
RIGHT-OF-WAY LINE DATA
PUBLIC ROADS
CENTERLINE LINE DATA
PRIVATE ROADS
CENTERLINE LINE DATA PUBLIC ROADS CENTERLINE CURVE DATA
PRIVATE ROADS CENTERLINE CURVE DATA
LINE BEARING DISTANCE
L9A S 05°58'35" E 1.40'151 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, WVSDP NUMBER: #01-22RIGHT-OF-WAYRev. No.Date
08 02-21-2022SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1"=80'
4
03-09-2021
INT
21-05
88
3924L
LEGEND
PUBLIC R/W
PRIVATE R/W
NOTE: ROAD RIGHT-OF-WAY TO BE MARKED PER VDOT STANDARD RM-2.
L
O
T
2
6LOT 123LOT 36LOT 38
L
O
T
1
1
4
L
O
T
4
3
LO
T
4
6
LOT
1
0
9
LOT 10
8
LOT 47
LOT 48
LOT 50 LOT 99LOT 98LOT 97LOT 96LOT
95LOT 21
LOT
20
LOT
1
9
LOT
1
8
LO
T
1
7
L
O
T
1
6
L
O
T
1
5
LO
T
1
4
LO
T
1
3
LOT
1
2
LOT 11
LOT 10
LOT 9LOT 4
LOT 3LOT 1LOT 125LOT 126LOT 132LOT 133LOT 138LOT 142LOT 143LO
T
1
4
4
LO
T
1
4
5
LO
T
1
4
6
LO
T
1
4
7
L
O
T
1
4
8
LOT 149LOT 151LOT 150LOT 140565758596061
8
7
55LOT 127LOT 53LOT
5
4
LOT
2
2
LOT
2
3
LO
T
2
4
LO
T
2
5
L
O
T
2
7
LO
T
2
8
LO
T
2
9
LOT
3
0
LOT 31
LOT 32LOT 33LOT 34LOT 124LOT 35LOT 122LOT 121LOT 37LOT 120LOT 119LOT 39LOT 118
LO
T
1
1
7
L
O
T
1
1
6
L
O
T
4
0
L
O
T
4
1
L
O
T
1
1
5
L
O
T
4
2
L
O
T
1
1
3
L
O
T
4
4
L
O
T
1
1
2
L
O
T
1
1
1
L
O
T
4
5
LO
T
1
1
0
LOT 49
LOT 51
LOT 52
LOT 107
LOT 106 LOT 105 LOT 104 LOT 103
LOT 8LOT 7LOT 6LOT 5
LOT 2
LOT 128LOT 129LOT 130LOT 131LOT 134LOT 135LOT 136LOT 137LOT 13962
6
3
6
4
6
6
6
7
6
8
6
9
7
0
7
1
7
2
7
3
7
4
7
5
7
6
7
7
7
8
7
9
8
0
8
1
8
2
8
3
8
4
8
5
8
6
8
8
8
9
9
0
9
1
9
2
9
3
9
4
6
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74.3'74.3'74.3'74.3'74.3'74.3'7
1
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0
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9
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7
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8
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74.3'120.9'64.1'99.9'71.8'7
1
.
8
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7
1
.
8
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7
3
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8
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6
7
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71.8'71.8'
84.3'95.9'69
.
2
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73
.0
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120.
5'35.0'71.8'71.8'71.8'
122.
7'65
.1
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7
1
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8
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65.9'74.3'74.3'72.9'84.0'89.1'90.1'7
1
.
8
'
7
3
.
4
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35.
4
'32.7
'46.9'20.7'36.0
'
86.8'68.2'68.2'68.2
'68.0
'
7
0
.
4
'
6
8
.
6
'
6
7
.
9
'
66.
9
'
68.5'
68.9'
68.8'68.8'
68.9'
68.8'
68.9
'
69.
0
'
69
.
0
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69
.
0
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6
9
.
0
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8
.
9
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9
.
5
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.
7
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79
.
6
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6
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78.4
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79.5'
79.3'39.3'8
3
.
9
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5
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85.9'105.8'39.3'74
.
6
'103.7
'63.2
'38.0'63.3
'
35.9
'
80.6'
93.1'39.3'78.0'
7
6
.
2
'
6
9
.
8
'
70.5'
70.2'74.3'
65.0'
65.5'
114.9'
3
6
.
9
'155.0'32.6'
1
1
4
.
2
'
83.3'
7
0
.8
'85.2'85.5'85.7
'
8
5
.
7
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8
0
.
8
'36.25'60.6'1
5
6
.
2
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2
2
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2
2
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2
2
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2
2
'
3
3
.
5
'
3
3
.
5
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2
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2
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2
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3
.
5
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3
3
.
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2
0
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0
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3
2
.
0
'
3
2
.
0
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2
0
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2
0
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2
0
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2
0
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3
2
.
0
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3
2
.
0
'
20
.
3
'
2
0
.
1
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2
0
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2
0
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3
2
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0
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2
'72.5'70.9'7
1
.
8
'
97.3'
24.4'20.3'20.1'20.1'20.1'20.4'20.8'17.8'
NO
D
I
S
T
U
R
B
A
N
C
E
E
SM
'
T
P
E
R
P
R
O
F
F
E
R
B
4
NO DI
S
T
U
R
B
A
N
C
E
ESM'T
P
E
R
P
R
O
F
F
E
R
B
4
NO
D
I
S
T
U
R
B
A
N
C
E
E
SM
'
T
P
E
R
P
RO
F
F
E
R
B
4
R
E
C
R
E
A
T
I
O
N
A
R
E
A
50' NO DISTURBANCE
ESM'T PER PROFFER B3
10' NO DISTURBANCE
ESM'T PER PROFFER B3
50' NO
DISTURBANCE
ESM'T PER
PROFFER B3
10' NO DISTURBANCE
ESM'T PER PROFFER B3
10' NO DISTURBANCE
ESM'T PER PROFFER B3
28' FREDERICK
WATER ESM'T
10' NO DISTURBANCE
ESM'T PER PROFFER B3
28' FREDERICK
WATER ESM'T
2
0
'
FREDER
ICKWATER ESM
'TSLOPE MA
INTENANCE& STORM
ESM
'T
FREDERICK
WATER ESM'T
SIGHT DISTANCE ESM'T
SIGHT
DISTANCE
ESM'T
FRE
D
E
R
I
C
K
W
A
T
E
R
E
S
M
'
T
20' FR
E
D
E
R
I
C
K
WATER
E
S
M'
T
FUTURE PHASE 2MENASHA C
T
.LEHIGH DR.R
O
S
S
U
M
L
N
.
LEHIGH DR.
HOP
KI
N
S
W
A
Y
LEHIGH DR.T
H
O
R
N
T
O
N
W
A
Y
50' R/W50' R/W
50' R/W
5
0
'
R
/W
5
0
'
R
/W
5
0
'
R
/W
50' R/
W
T
Y
E
C
T
.
P
R
I
V
A
T
E
S
T
R
E
E
T
C41
C43
C45
C46
C51
C50
C49
C42
C53
C52
C33
C32
C31
C30
C29
C28
C27
C26
C25
C24
C23
C22
C21
C20
C19
C18
C17
C16
C15
C14
C13
C7
C6
C5
C4
C3
C2
C1
C40
C39
C38
C37
C36
C35
C34
C48 GLENRIDGE DR.C8
C9
C10
C11
C12
L1 L2
L3L
4
L5
L6 L7 L8L9L10L1
2
L13L14L15L16
L17
L
1
8L19L20
L
2
1
L
2
2
L23L24L25 L26L
2
7
L
28
L29L30
L31
L
3
2L33L34L35L
3
6
L37L38L39 L40
L
4
1
L
4
2
L43L44L45
L
4
6 L47L
4
8
L49
L50 L51L52
L53
L
5
4L55L56C44
C47
C54
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAIN
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DR
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS T
O
WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAIN
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATER
W
A
Y
S280' SD280' SD
2
8
0
'
SD280'
SD280' SD280' SD
280' SD
280' SD
280' SD
280' SD280' SD280' SD280
'
SD280' SD
1
5
2
25' STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM DRAINAGE ESM'T
STORM DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
ST
O
R
M
D
R
A
I
N
A
G
E
E
S
M
'
T
STORM DRAINAGE ESM'T
STORM DRAINAGE ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
20' FREDERICK
WATER ESM'T
FREDERICK
WATER ESM'T
FREDERICK
WATER ESM'T
FREDERICK
WATER ESM'T
FREDERICK
WATER ESM'T
FREDERICKWATER ESM
'T
FR
E
D
E
R
I
C
K
WA
T
E
R
E
S
M
'
T
FREDERICKWATER ESM
'TFREDERICKWATER ESM'TL9APUMP STATION
PARCEL
T.M. 65A-7-7-8A
T.M. 65-A-49B 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, WVSDP NUMBER: #01-22PRELIMINARY PLATRev. No.Date
08 02-21-2022SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1"=110'
4A
03-09-2021
INT
21-05
88
3924L
LEGEND
PUBLIC R/W
PRIVATE R/W
NOTE:
1.ALL OPEN SPACE SHALL BE FINAL PLATTED AS A NO DISTURBANCE ESM'T
TO PROTECT THE INTEGRITY OF THE WATERWAYS AND THE UPLAND
SLOPE AREAS.
2.SEE SHEET 4 FOR LINE AND CURVE TABLE
NO DISTURBANCE ESM'T
40 00
INV3600
INV
13 00
INV
95 50
INV
NYLOPLAST
DUCTILE IRON
DO NOT POLLUT
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
AYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLU
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
05 50
INVGRID MERIDIANVA NORTH ZONE NAD836266266206106005
8
6
59
0
60
0
61
0
6
1
0
61
0
612
614
60
0
61
0
6
1
2
6
1
2
6
1
0
6
0
6
6
0
6
600
590
6
2
0
6
2
6
646648
654
660
652
658
652
650
650
6306266386366346326326
4
0630626.24626621
620
613.5
614
614.
5615615.56166
2
0620
6
1
86226216206206206206
2
0
6
2
0
6
2
1621
6
3
0
6
4
06406
3
0
63
6630620636 630634
6366386406506406306
3
0
6
2
0
6
3
0
630
640642638638634632634
AREA TO SB #2
A=9.24 AC.
AREA TO
STR #110
A=0.93 AC.
AREA TO
STR #109
A=0.98 AC.
AREA TO
STR #108
A=0.16 AC.
AREA TO
STR #107
A=0.64 AC.STAGING
AREA
DESIGN HIGH WATER
(25YR STORM) = 623.58'
*CALCULATED USING POST DA
DRY STORAGE
WET STORAGE
EX. CMP TO
BE REMOVED
RETAINING WALL
AREA TO SB #1
A=35.38 AC.
TEMPORARY
CULVERT #1
INSTALL PROPOSED
STORM SEWER TO
ALLOW CLEAN
WATER TO BYPASS
AREA TO
STR #123
A=0.78 AC.
UPSTREAM AREA NOT TO
BE DISTURBED DURING
PHASE 1A UNTIL
SEDIMENT BASIN #3
CONSTRUCTED SEE
DETAILS ON SHEET 6C
EX. 35' RIPARIAN
BUFFER (TYP)
UTILI
T
Y
CRO
S
SI
N
G
EX. 35' RIPARIAN
BUFFER
EX. 35' RIPARIAN
BUFFER
PROP.
STORM DRAIN
EASEMENT
AREA TO
STR #122
A=0.99 AC.
UPSTREAM AREA NOT TO
BE DISTURBED DURING
PHASE 1A UNTIL FILL
SLOPE AND DIVERSION
CONSTRUCTED AND
STABILIZED
TEMP. TOP
ELEV. = 629.00
TEMP. TOP
ELEV. = 621.9
E&S CULVERT #1
DITCH (TEMP)
E&S CULVERT #1A
DITCH (TEMP)
E&S 1 DITCH 1
E&S 1 DITCH 2
E&S 1 DITCH 3
E&S 1 DITCH 14
E&S 1 DITCH 13
(TEMP)
E&S 1 DITCH 12 (TEMP)
E&S 1 DITCH 11 (TEMP)
E&S 1 DITCH 10
(TEMP)
E&S 1 DITCH 1B
(TEMP)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, WVSDP NUMBER: #01-22E&S PHASE IRev. No.Date
06 12-16-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1"=60'
5
03-09-2021
INT
21-05
88
3924L
NOTES:
1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED
WITH SOIL STABILIZATION BLANKETS (EC-2).
2.REFER TO SHEET 50B FOR DITCH SECTIONS
3.REFER TO SHEET 78 FOR OUTLET PROTECTION
COMPUTATIONS
4.REFER TO SHEET 6 FOR TEMPORARY CULVERT #1
COMPUTATIONS.
5.THE RUNOFF REDUCTION COMPLIANCE
FOREST/OPEN SPACE AREA IS NOT TO BE
DISTURBED DURING CONSTRUCTION AND
SHOULD BE FENCED OFF WHEN INSTALLING
INITIAL EROSION AND SEDIMENT CONTROL
MEASURES.
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
SUPER SILT FENCE
DIVERSION
CULVERT INLET PROTECTION
ROCK CHECK DAMS
SILT FENCE
LIMITS OF CLEARING & GRADING
DRAINAGE DIVIDES
OUTLET PROTECTION
NO. KEY SYMBOL DESCRIPTION
3.12
3.08
3.20
3.05
3.18
3.02
LCG
OP
DV
CIP
SSF
SF
CE
CD
SAFETY FENCE3.01 SAF
3.32 PS PERMANENT SEEDING
IP STORM DRAIN
INLET PROTECTION3.07
3.36 B/M SOIL STABILIZATION
BLANKETS & MATTING
EROSION/SEDIMENT CONTROL LEGEND
STORMWATER
CONVEYANCE CHANNEL3.17 SCC
TEMPORARY SEDIMENT BASIN3.14 SB
3.31 TS TEMPORARY SEEDING
CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED
AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR
SODDED AND PEGGED WITHIN 14 DAYS AFTER START
DIVERSION DIKE3.09 DD
SLOPE STABILITY ANALYSIS
SHALL BE REQUIRED (TO BE
PROVIDED BY CONTRACTOR)
FOR ROAD FILL EMBANKMENTS
GREATER THAN 10' PER VDOT
REQUIREMENTS.MATCH LINE SHEET 6
62 50
INV
54 00
INV3:13:13:174 90
74 90
74 90
74 90
NYLOPLAST
DUCTILE IRON
DO NOT POLLUT
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE D
R
A
I
N
S
T
O
W
ATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POL
L
U
T
E
D
R
A
I
NS TO WATER
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
D
R
A
I
NS TO WATER
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POL
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
AYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DR
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DR
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
2:1
2:1 GRID MERIDIANVA NORTH ZONE NAD83560
570
576.5
570564.5565
572.5
571.5
571
570
580
590
600
570560576.5
6
1
0
612
614
6
1
0
6
0
6
6
0
6
600
590
580
5
8
0
5
7
0 5805906005846006106106166206
2
0
6
2
6
AREA TO
STR #109
A=0.98 AC.
AREA TO
STR #108
A=0.16 AC.
AREA TO
STR #107
A=0.64 AC.
AREA TO
STR #106
A=0.33 AC.
AREA TO
STR #105
A=0.21 AC.
AREA TO
STR #105A
A=0.22 AC.
DESIGN HIGH WATER
(25YR STORM) = 575.01'
DRY STORAGE
WET STORAGE
AREA TO SB #1
A=35.38 AC.
MOVEABLE
MOVEABLE
AREA TO
STR #104
A=0.39 AC.
E&S 1 DITCH 2
E&S 1 DITCH 3
E&S 1 DITCH 4
E&S 1 DITCH 5
E&S 1 DITCH 6
E&S 1 DITCH 6A
E&S 1 DITCH 7
E&S 1 DITCH 8
E&S 1 DITCH 9
E&S 1 DITCH 14
0+00 0+50 1+00 1+50
TEMPORARY CULVERT #1INV OUT = 636.00H = 1 : 50V = 1 : 5105' -
1
5
"
ADS N
-
1
2
@ 3.8%
PROP.
GRADE
EX. GRADE
INV OUT = 640.000+00.00 = 1+05.37 =V = 1 : 5151 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, WVSDP NUMBER: #01-22E&S PHASE IRev. No.Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1"=60'
6
03-09-2021
INT
21-05
88
3924LMATCH LINE SHEET 5NOTES:
1.SLOPES 3:1 AND GREATER SHALL BE
PROTECTED WITH SOIL
STABILIZATION BLANKETS (EC-2).
2.REFER TO SHEET 50B FOR DITCH
SECTIONS
3.REFER TO SHEET 78 FOR OUTLET
PROTECTION COMPUTATIONS
4.THE RUNOFF REDUCTION
COMPLIANCE FOREST/OPEN SPACE
AREA IS NOT TO BE DISTURBED
DURING CONSTRUCTION AND
SHOULD BE FENCED OFF WHEN
INSTALLING INITIAL EROSION AND
SEDIMENT CONTROL MEASURES.
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
SUPER SILT FENCE
DIVERSION
CULVERT INLET PROTECTION
ROCK CHECK DAMS
SILT FENCE
LIMITS OF CLEARING & GRADING
DRAINAGE DIVIDES
OUTLET PROTECTION
NO. KEY SYMBOL DESCRIPTION
3.12
3.08
3.20
3.05
3.18
3.02
LCG
OP
DV
CIP
SSF
SF
CE
CD
SAFETY FENCE3.01 SAF
3.32 PS PERMANENT SEEDING
IP STORM DRAIN
INLET PROTECTION3.07
3.36 B/M SOIL STABILIZATION
BLANKETS & MATTING
EROSION/SEDIMENT CONTROL LEGEND
STORMWATER
CONVEYANCE CHANNEL3.17 SCC
TEMPORARY SEDIMENT BASIN3.14 SB
3.31 TS TEMPORARY SEEDING
CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED
AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR
SODDED AND PEGGED WITHIN 14 DAYS AFTER START
DIVERSION DIKE3.09 DD
SLOPE STABILITY ANALYSIS
SHALL BE REQUIRED FOR
ROAD FILL EMBANKMENTS
GREATER THAN 10' PER
VDOT REQUIREMENTS.
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, WVSDP NUMBER: #01-22SB 1 DETAILSRev. No.Date
08 02-21-2022SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAN/A
6A
03-09-2021
INT
21-05
88
3924L
SEDIMENT BASIN#1 CONVERSION TO SWM BASIN "1" NOTES:
1.THE DETAIL ABOVE SHOWS THE EXISTING PRINCIPAL RISER AND OUTFALL STRUCTURE COLOR GRAY
AND THE MODIFICATIONS TO THE RISER, FOR E&S PURPOSES, ARE SHOWN COLOR BLACK IN ORDER
TO HIGHLIGHT THE TEMPORARY CHANGES.
2.INSTALL PRINCIPAL RISER, OUTLET PIPE, EMERGENCY SPILLWAY AND DAM EMBANKMENT AS SHOWN
ON E&S PLAN SHEET.
3.DURING THE E&S PHASE, WHILE IN USE AS A SEDIMENT BASIN, THE PRINCIPAL RISER SHALL BE
MODIFIED AS SHOWN ABOVE. TEMPORARILY BLOCK THE 4" ORIFICE WITH A 1
4" STEEL PLATE. INSTALL
TEMPORARY 6" DEWATERING ORIFICE AND DEWATER DEVICE. CAP 90° UPTURNED ELBOW ON 8"
DRAIN PIPE.
4.TO CONVERT FROM SEDIMENT BASIN TO SWM BASIN, DEWATER BASIN AS NECESSARY USING
PUMPED WATER FILTER BAG. REMOVE ALL ACCUMULATED SEDIMENT FROM THE BOTTOM OF THE
BASIN. REGRADE BASIN BOTTOM TO MATCH PROPOSED GRADING SHOWN ON THE GRADING PLAN
SHEET. REMOVE TEMPORARY DEWATERING DEVICE AND THE 1
4" STEEL PLATE FROM RISER. REMOVE
CAP FROM 8" DRAIN PIPE . SEE SWM BASIN DETAILS.
42" RCP ASTM C-361
(RUBBER GASKETS
W.T. JOINTS)
6'
9.0'**THE 100 YEAR WATER SURFACE ELEVATION
(WSE) ASSUMES ALL OPENINGS BELOW THE
TOP OF THE RISER ARE CLOGGED.
3
:
1
12' WIDE
PROP. GRADE
2 YR WS ELEV 574.45'
25 YR WS ELEV 575.26'100 YR WS ELEV 575.47'**
STORMWATER MANAGEMENT BASIN 1
PRINCIPAL RISER SECTION
SEDIMENT BASIN CONVERSION
NTS
TOP OF RISER
ELEV =574.20
TOP OF BERM
ELEV.=576.50
TYP.TRASH RACK BY
PLASTIC SOLUTION OR
APPROVED EQUAL
INV.=560.60'
INV.=562.50'
SPILLWAY
ELEV.=574.90
2' CLAY LINER WITH 6"
TOPSOIL CAP
8" DIP DRAIN WITH
VALVE (NORMALLY
CLOSED)
TERMINATE LINER
@ 10 YR WSE
PRECAST RCP BASE AND
RISER STRUCTURE (VDOT A4
CONCRETE) - INSIDE 6' x 6'
CONCRETE FILL
FOR BUOYANCY
8" GATE VALVE
WITH STEM
HAND WHEEL (TYP)
STEM GUIDE (TYP)
CONCRETE BLOCKS
FOR VALVE SUPPORT
WEIR ELEV = 573.20
TWO 3.25' W x 1.00' H
ELEV = 554.50
2" ORIFICE ELEV =
569.50
UPTURNED ELBOW
(90° BEND)
*THE TWO WEIRS TO BE
LOCATED ON THE SIDES OF
THE RISER STRUCTURE
(SEE PRINCIPAL RISER PLAN
VIEW THIS SHEET)
WET STORAGE ELEV = 571.00
DRY STORAGE ELEV = 573.10
INSTALL 6"
DEWATERING
ORIFICE = 571.00
TEMP. PERFORATED
POLYETHYLENE DRAINAGE
PIPE DEWATERING SYSTEM
SEE DETAIL THIS SHEET
CAP OPENING
TEMP. 1
4" STEEL PLATE
BOLTED TO BOX
Primary = Riser Structure
Secondary = Emergency Spillway
Primary = Riser Structure
Secondary = Emergency Spillway
Primary = Riser Structure
Secondary = Emergency Spillway
(FIELD MODIFIED: 570.70')
(FIELD MODIFIED: 575.48')(FIELD MODIFIED: 575.27')
(FIELD MODIFIED: 574.55')
(FIELD MODIFIED: 570.70')
(FIELD MODIFIED: 573.20')
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, WVSDP NUMBER: #01-22SB 2 DETAILSRev. No.Date
SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAN/A
6B
03-09-2021
INT
21-05
88
3924L
8" ORIFICE ELEV =
620.00
48" RCP ASTM C-361
(RUBBER GASKETS
W.T. JOINTS)
4'
9.0'**THE 100 YEAR WATER SURFACE ELEVATION
(WSE) ASSUMES ALL OPENINGS BELOW THE
TOP OF THE RISER ARE CLOGGED.
3
:
1
12' WIDE
PROP. GRADE
STORMWATER MANAGEMENT BASIN 2
PRINCIPAL RISER SECTION
SEDIMENT BASIN CONVERSION
NTS
TOP OF RISER
ELEV =622.50
TOP OF BERM
ELEV.=626.00
TYP.TRASH RACK BY
PLASTIC SOLUTION OR
APPROVED EQUAL
INV.=611.30'
INV.=613.00'
2' CLAY LINER WITH 6"
TOPSOIL CAP
8" DIP DRAIN WITH
VALVE (NORMALLY
CLOSED)
TERMINATE LINER
@ 10 YR WSE
PRECAST RCP BASE AND
RISER STRUCTURE (VDOT A4
CONCRETE) - INSIDE 6' x 4'
CONCRETE FILL
FOR BUOYANCY
8" GATE VALVE
WITH STEM
HAND WHEEL (TYP)
STEM GUIDE (TYP)
CONCRETE BLOCKS
FOR VALVE SUPPORT
WEIR ELEV = 622.00
2.00' W x 0.50' H
ELEV = 596.50
UPTURNED ELBOW
(90° BEND)
CAP OPENING
2 YR WS ELEV 622.55'
25 YR WS ELEV 623.23'
100 YR WS ELEV 623.69'**
WET STORAGE ELEV = 620.00
DRY STORAGE ELEV = 622.50
TEMP. 1
4" STEEL PLATE
BOLTED TO BOX
INSTALL 8"
DEWATERING
ORIFICE = 620.00
TEMP. PERFORATED
POLYETHYLENE DRAINAGE
PIPE DEWATERING SYSTEM
SEE DETAIL THIS SHEET
SEDIMENT BASIN#2 CONVERSION TO SWM BASIN "2" NOTES:
1.THE DETAIL ABOVE SHOWS THE EXISTING PRINCIPAL RISER AND OUTFALL STRUCTURE COLOR GRAY
AND THE MODIFICATIONS TO THE RISER, FOR E&S PURPOSES, ARE SHOWN COLOR BLACK IN ORDER
TO HIGHLIGHT THE TEMPORARY CHANGES.
2.INSTALL PRINCIPAL RISER, OUTLET PIPE AND DAM EMBANKMENT AS SHOWN ON E&S PLAN SHEET.
3.DURING THE E&S PHASE, WHILE IN USE AS A SEDIMENT BASIN, THE PRINCIPAL RISER SHALL BE
MODIFIED AS SHOWN ABOVE. TEMPORARILY BLOCK THE WEIR WITH A 1
4" STEEL PLATE. INSTALL
TEMPORARY 8" DEWATERING ORIFICE AND DEWATER DEVICE. CAP 90° UPTURNED ELBOW ON 8"
DRAIN PIPE.
4.TO CONVERT FROM SEDIMENT BASIN TO SWM BASIN, DEWATER BASIN AS NECESSARY USING
PUMPED WATER FILTER BAG. REMOVE ALL ACCUMULATED SEDIMENT FROM THE BOTTOM OF THE
BASIN. REGRADE BASIN BOTTOM TO MATCH PROPOSED GRADING SHOWN ON THE GRADING PLAN
SHEET. REMOVE TEMPORARY DEWATERING DEVICE AND THE 1
4" STEEL PLATE FROM RISER. REMOVE
CAP FROM 8" DRAIN PIPE . SEE SWM BASIN DETAILS.
T.M. 65-A-72
EFG INVESTMENTS LLC
DB. 955 PG. 724
T.M. 65D-1-1
HENRIQUEZ MAJANO JOSE F., ETALS T.M. 65D-2-4
FELTNER, JEFFREY III
T.M. 65D-2-5
123 RENTALS LLC T.M. 65D-2-6
123 RENTALS LLC
T.M. 65D-2-7
ENDICOTT, KAITLYN
T.M. 65D-2-8
TAYLOR, MICKEY W. & TAYLOR, LISA A.
T.M. 65D-2-9
JENNINGS INVESTMENTS LLC
T.M. 65D-2-10A
GLENMONT VILLAGE ASSOCIATION
D.B. 614 PG. 802
T.M. 65D-1-3-37A
GLENMONT VILLAGE ASSOCIATION
D.B. 583 PG. 137
T.M. 65-A-55
US HOME CORPORATION
55.24 AC
INST# 20 0008114
ZONE: RP
40 00
INV3600
INV
13 00
INV
95 50
INV
NYLOPLAST
DUCTILE IRON
DO NOT PO
L
L
U
T
E
D
RAINS TO WAT
E
R
W
A
Y
S
05 50
INV
6266266206106005
8
6
59
0
60
0
61
0
60
0
61
0
6
1
2
6
0
6
646648
654
660
652
658
652
650
650
6306266386366346326326
4
0630626.24626621
620
613.5
614
614.
5615615.56166
2
0620
6
1
86226216206206206206
2
0
6
2
0
6
2
1621
6
3
0
6
4
0
630634
636630
638638634632634
AREA TO SB #2
A=9.24 AC.
AREA TO
STR #110
A=0.93 AC.
STAGING
AREA
N HIGH WATER
ORM) = 623.58'
SING POST DA
DRY STORAGE
WET STORAGE
EX. CMP TO
BE REMOVED
TEMPORARY
CULVERT #1
INSTALL PROPOSED
STORM SEWER TO
ALLOW CLEAN
WATER TO BYPASS
AREA TO
STR #123
A=0.78 AC.
UPSTREAM AREA NOT TO
BE DISTURBED DURING
PHASE 1A UNTIL
SEDIMENT BASIN #3
CONSTRUCTED SEE
DETAILS ON SHEET 6C
EX. 35' RIPARIAN
BUFFER (TYP)
UTILI
T
Y
CRO
S
SI
N
G
EX. 35' RIPARIAN
BUFFER
EX. 35' RIPARIAN
BUFFER
AREA TO
STR #122
A=0.99 AC.
TREAM AREA NOT TO
DISTURBED DURING
ASE 1A UNTIL FILL
PE AND DIVERSION
ONSTRUCTED AND
STABILIZED
TEMP. TOP
ELEV. = 629.00
TEMP. TOP
ELEV. = 621.9
E&S CULVERT #1
DITCH (TEMP)
E&S CULVERT #1A
DITCH (TEMP)
E&S 1 DITCH 1
E&S 1 DITCH
E&S 1 DITCH 1B
(TEMP)
AREA TO SB #3
A=5.84 AC.
DESIGN HIGH WATER
(25YR STORM) = 609.99'
DRY STORAGE
WET STORAGE
15'15'6
'
6
'
638
630
620 6366
1
0
6
02
6
1
6
6106
0
6
6
0
6
6106126126126
1
2
.
5
6
1
2
.
5 GRID MERIDIANVA NORTH ZONE NAD833:1
2:1 151 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, WVSDP NUMBER: #01-22SB 3 DETAILSRev. No.Date
06 12-16-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAN/A
6C
03-09-2021
INT
21-05
88
3924L
SEDIMENT BASIN#3 NOTES:
1.SEDIMENT BASIN #3 ADDED TO AID THE
CONTRACTOR WITH DISTURBANCE OF UPSTREAM
AREA (HATCHED AREA) EARLIER IN THE SEQUENCE
OF CONSTRUCTION.
2.THE TOP EMBANKMENT WIDTH VARIES WITH THE
HEIGHT OF THE EMBANKMENT.
Primary = Outflow = Riser
Structure & Barrel
(No Separate Emergency Spillway)
Primary = Outflow = Riser
Structure & Barrel
(No Separate Emergency Spillway)
Primary = Outflow = Riser
Structure & Barrel
(No Separate Emergency Spillway)
T.M. 65-A-50
ATKINS , MAURICE M. &
SHERRY L
DB. 582 PG. 756
T.M. 65-A-54
RUBLE, RANDY LEE &
MARY F.
T.M. 65B-7-10
RUBLE, RANDY LEE &
MARY F.
T.M. 65-A-57
KAPLN, JOSHUA A.
T.M. 65-A-56
GRANADOS, MEMBRENO
JOSE MARBIN
T.M. 65-A-60
LAFOND, DANIEL P. &
JENIFER
T.M. 65-A-62
ROLES, DONALD L.
T.M. 65-A-63
FELTNER, PAT O. &
PAMELA H.
T.M. 65-A-70
PUFFINBURGER, PAUL R.
T.M. 65-A-66
FEATHERS, VICKY LYNN &
RICHARD A.
DB. 957 PG. 979
T.M. 65-A-65
SPEAKMAN, DONALD R. &
KAREN M.
T.M. 65-A-71
CATHY M. MALICK C/O
CAPON VALLEY BANK /
LOAN DEPARTMENT
T.M. 65-A-72
EFG INVESTMENTS LLC
DB. 955 PG. 724
T.M. 65D-1-1
HENRIQUEZ MAJANO JOSE F., ETALS T.M. 65D-2-4
FELTNER, JEFFREY III
T.M. 65D-2-5
123 RENTALS LLC T.M. 65D-2-6
123 RENTALS LLC
T.M. 65D-2-7
ENDICOTT, KAITLYN
T.M. 65D-2-8
TAYLOR, MICKEY W. & TAYLOR, LISA A.
T.M. 65D-2-9
JENNINGS INVESTMENTS LLC
T.M. 65D-2-10A
GLENMONT VILLAGE ASSOCIATION
D.B. 614 PG. 802
T.M. 65D-1-3-37A
GLENMONT VILLAGE ASSOCIATION
D.B. 583 PG. 137
T.M. 65D-3-4-53
WAMPLER, JORDAN K. &
PORTER, MAKAYLA A.
T.M. 65-A-55
US HOME CORPORATION
55.24 AC
INST# 20 0008114
ZONE: RP
T.M. 65-A-72
EFG INVESTMENTS LLC
DB. 955 PG. 724
T.M. 65-A-56
GRANADOS, MEMBRENO
JOSE MARBIN
2:12:13:1
3:1 3:12:1
2:1
3:13:12:1
2:1
3:12:12:12:1
2:1
2:136503419341935004.9%
5.6%
8.5%
2.7
%8.1%8.2%8.3%8.2%8.2%8.3%7.9%8.1%8.4%6.2%2.9%3.1%3.1%4.7%5.2%5.8%4.2%7.6%6.4%4.1%4.1%3.9%3.8%4.2%3.8%3.8%6.9%5.5%5.6%134.2'6.2%
8.8%
8.2%
8.2%
7.5%
7.2%7.9%8.1%8.5%8.5%8.6%8.2%8.1%7.3%6.0%6.8%6.6%5.4%8.0%
7.2%
2.8%
2.8%
2.7%
3.3%
3.5%3.8%3.5%3.4%3.5%2.9%3.2%2.5%2.7%2.1%3.2%4.2%2.7%6.7%7.9%7.0%7.5%6.7%4.8%5.1%5.8%6.6%5.7%4.3%3.5%2.6%3.0%4.5%3.1%4.0%2.7%3.6%2.5%3.5%4.9%3.3%4.7%3.2%5.5%4.6%3.7%3.1%2.9%2.3%1.7%4.3%3.6%3.4%3.7%4.7%5.4%6.1%5.7%3.2%
3.0%2.3%6.2%6.9%6.1%5.4%6.8%
7.4%
7.2%
6.5%
7.0%
7.2%
8.0%
8.4%
8.3%
8.3%
8.1%
7.8%
7.9%
7.5%
3.00%
6.0%
6' DIA
M
M
H
RETAINING
WALL W/
HANDRAIL
RETAINING
WALL W/
HANDRAIL 7.2%3.9%3520642632636634638636640634
636
638
640
642
652
656
654
65
4
634630640638636634632630628626624622620618616614626
632
630
640
638
636
634
644
642
644642640644642646646650642646644642640638636634632630628626624624
628
626
6266246226206186166386366346326306506486466446426406386366346326306286426406346306286266246226386366326
2
0
6
2
2
6
1
6
613.5
6
1
8
6
2
1
626
654
62
8642642
636630628626624636638636634644646648642642636642642644646646648650652654656646644646648642644646648646648650652654644646644648648644644642642636
62
6
62662
4
62
4
62
6
62
6
62
8
628
63
0
630
632
634634638
640
642
6446466
4
8 648646
636 6366
3
8
63
2
63
4
63
6
6
3
8
6
4
0
6
4
0
62
6
6
2
6
62
8
63
0
63
2
63
4
624
626
62
6
62
8
628
63
0
630628
630
628
628
630
630
63
0
6
2
6
628
626624620618626 624
622
626
.
2
4
630
632644
614
614.5
615
615.5
6
3
2
6
3
0
6
2
8
6
2
6
6
2
4
6206266246226246226186166146126106086066046026006
3
6
634
632
630
628
626
624622
620618
616614
612
636 638638 640626630
628
632
634
636
638
640 632630626.24626.24
62
0
6
3
0
6
2
2
6
2
4
6
2
6
6
2
8
6
3
0
6
3
2
6
3
4
6
3
6
6
3
8
640
642 630628626625624623.5623622.75626628630632618622 61661862862862
6
624
628
624
61
8
6166526526
4
6
646
6
4
4
648
650
652
654
6
5
4
644642644644644640646634636638632640642644646640
642644646642644646648650654
64664
8
650
652646642640
646640642644646646642
6426
0
6
6
1
4
6
1
2
6
1
6
58
6
60
8
60
6
60
4
602
598
596
59
4
5
9
2
58
8
6
1
0
600
5
9
0
610
606
604
602
608
612
614
588
590
586
592
594
596598
600
628
626640638642644646648650644640642646648646
634636638640642640638636632 6346426426
3
4646642640638 628600
598
6
0
6
634
620
646648
644
642
636
634
632
630
628
626
644 646
648
650
652 654
656 658
650
652
654
648
646
644
642
640
638
636
634
632
630
62
6
6
2
4
6
2
2
6
2
6
6
2
4
6
2
2
628630
630
628
626
624
622
620
618
616 622624
6
1
8
6
2
0
642
644648 612
614
616
618
620
622
6
2
4 626620
620
622 624614
612
620
622
624626628
628
626
624
622
62
0
62
0
630632
626
636
624
626
628
630
632
62
4
62
4
630
652 656
656
646
646
64
6
648
65
0
64
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11001510145013301050060061
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6206306386424590644NYLOPLAST
DUCTILE IRON
DO NOT POLL
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DUCTILE IRON
DO NOT POLLUTE DR
A
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LEH
IGH
DR
.LEHIGH DR.ROSSUM LN.THORNTON WAYLEHIGH DR.LEHIGH DR.MENASHA C
T
.1+002+003+004+005+006+007+008+009+0010+0011+0012+00
13+00 14+00 15+00
16+00
17+00
18+0
0
19+
0
0
20
+
0
0
21
+
0
0
2
2
+
0
0
2
3
+
0
01+002+003+004+005
+
0
0
6
+
0
0
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+
0
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8
+
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0
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+
0
0
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+
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0
12+00
13+00
14+00
1+00
2+00
3+00
4
+
0
0
5
+
0
0
6
+
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+
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73.5'32.1'98.67'98.67'98.67'98.67'98.67'98.67'98.67'98.67'98.67'98.67'98.67'98.67'98.67'98.67'95.67'95.67'95.67'95.67'95.67'98.7'98.67'98.7'75.3'30.6'98.4'82.8'30.2
'99.2'98.1'103.8'99.7'97.8'98.8'100.1'98.4'96.4'24.4'
20.3'
20.1'20.1'20.1'20.4'
20.8'
17.8'95.67'95.67'95.67'95.67'95.67'95.67'95.67'95.67'95.67'95.67'TY
E
C
T
.
T
Y
E
C
T
.
RETAINING
WALL W/
HANDRAIL
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
20' STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
25' STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
F
O
R
E
B
A
Y
#
3
FOCALPOINT
(PRI
V
A
T
E
)
(P
R
I
V
A
T
E
)
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
SIGHT
DISTANCE
ESM'T
0+00
1+
0
0
2
+
0
0
3
+
0
0
4
+
0
0
4
+
3
1
.
2
9
0+007
+
7
1
.
8
90+00STORM DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
20' STORM
DRAINAGE
ESM'T
TUNNEL
PLAYGROUND
SET
SWING SET
TUNNEL PLAYGROUND
SET
SWING SET
COMPOSITE
C
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
20' STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
20' STORM
DRAINAGE
ESM'TRETAINING
WALL W/
HANDRAIL
DOWNSPOUT
LEADER (TYP)
DOWNSPOUT
LEADER (TYP)
DOWNSPOUT
LEADER (TYP)
DOWNSPOUT
LEADER (TYP)
DOWNSPOUT
LEADER (TYP)
DOWNSPOUT
LEADER (TYP)
DOWNSPOUT
LEADER (TYP)18+37.7819+002
0+
0
0
21
+
0
0
21
+
6
7
.
5
718+32.93COMPOSITE B
COMPOSITE D
COMPOSITE B
COMPOSITE B
COMPOSITE B
COMPOSITE B
COMPOSITE C
COMPOSI
T
E
B
C
O
M
P
O
S
I
T
E
BCOMPOSI
TE
BCOMPOSI
TE
B
LEXINGTON
#
1
1
0
5
COMPOSITE C
COMPOSITE C95.67'95.67'STORM
DRAINAGE
ESM'T
COMPOSITE C
20' BRL20' BRL20' BRLLEXINGTON #1105MODIF
IED
COMPOS
ITEMODIFIEDCOMPOSITECOMPOSITE BCOMPOSITE BTO STR. 2G
A=0.19 AC.
C=0.54
TO STR. 2D
A=0.24 AC.
C=0.80
TO STR. 2E
A=0.58 AC.
C=0.68
TO STR. 2B
A=5.73 AC.
C=0.39
TO STR. 142
A=0.59 AC.
C=0.69
TO STR. 141
A=0.15 AC.
C=0.68
TO STR. 141A
A=0.36 AC.
C=0.68
TO STR. 3
A=0.08 AC.
C=0.68
TO STR. 3A
A=0.07 AC.
C=0.74
TO STR. 2A
A=0.39 AC.
C=0.67
TO STR. 2
A=0.09 AC.
C=0.77
TO STR. 4
A=0.19 AC.
C=0.65
TO STR. 5
A=0.16 AC.
C=0.76
TO STR. 122C
A=0.28 AC.
C=0.59
TO STR. 122B
A=0.16 AC.
C=0.78
TO STR. 9B
A=0.14 AC.
C=0.82
TO STR. 124
A=3.24 AC.
C=0.45
TO STR. 122A
A=18.63 AC.
C=0.39
TO STR. 122
A=0.36 AC.
C=0.36
TO STR. 12A
A=0.27 AC.
C=0.57
TO STR. 13
A=0.14 AC.
C=0.74
TO STR. 13A
A=0.68 AC.
C=0.63
TO STR. 15A
A=0.53 AC.
C=0.48
TO STR. 14
A=0.05 AC.
C=0.77
TO STR. 31A
A=0 .97 AC.
C=0.64
TO STR. 14A
A=0.28 AC.
C=0.84
TO STR. 31
A=0 .85 AC.
C=0.66
TO STR. 28C
A=0 .39 AC.
C=0.65
TO STR. 30
A=0 .40 AC.
C=0.87
TO STR. 28B
A=0 .22 AC.
C=0.60
TO STR. 29
A=0 .22 AC.
C=0.88
TO STR. 28
A=0 .23 AC.
C=0.87
TO STR. 28A
A=0 .45 AC.
C=0.66
TO STR. 27
A=0 .15 AC.
C=0.86
TO STR. 26A
A=0 .07 AC.
C=0.73
TO STR. 26
A=0 .05 AC.
C=0.86
TO STR. 23
A=0 .52 AC.
C=0.67
TO STR. 25
A=0 .40 AC.
C=0.87
TO STR. 110
A=0.82 AC.
C=0.45
TO STR. 123
A=0.32 AC.
C=0.47
TO STR. 58A
A=0.59 AC.
C=0.67
TO STR. 58
A=0.47 AC.
C=0.87
TO STR. 57
A=0.26 AC.
C=0.86
TO STR. 57A
A=0.28 AC.
C=0.66
TO STR. 109
A=0.72 AC.
C=0.42
TO STR. 56
A=0.35 AC.
C=0.87
TO STR. 55
A=0.29 AC.
C=0.87
TO STR. 55A
A=0.77 AC.
C=0.67
TO STR. 81A
A=2.45 AC.
C=0.45
TO STR. 86
A=0 .68 AC.
C=0.70
TO STR. 83
A=0 .39 AC.
C=0.87
TO STR. 85
A=0 .15 AC.
C=0.89
TO STR. 84
A=0 .20 AC.
C=0.85
TO STR. 82A
A=0 .29 AC.
C=0.85
TO STR. 82
A=0 .29 AC.
C=0.86
TO STR. 80
A=0 .39 AC.
C=0.85
TO STR. 81
A=0 .17 AC.
C=0.82
TO STR. 54
A=0.19 AC.
C=0.62
TO STR. 30C
A=0.78 AC.
C=0.70
TO STR. 30A
A=0.30 AC.
C=0.70
TO STR. 30B
A=0.78 AC.
C=0.50
TO STR. 108
A=0.15 AC.
C=0.42
TO STR. 9A
A=0.50 AC.
C=0.64
WET
S
T
O
R
A
G
E
(
A
1
)
DRY
S
T
O
R
A
G
E
(
A
2
)
3
3
0
0
G
N
D
3
3
00
G
N
D
3
5
0
0
G
N
D
3
5
0
0
G
N
D
35 00
GND
35 00
GND
33 00
GND
33 00
GND 634632634
636 636 638634632634636640636636WET
S
T
O
R
A
G
E
(
A
1
)
DRY
S
T
O
R
A
G
E
(
A
2
)
TO STR. 151A
A=0.26 AC.
C=0.41
TO STR. 151B
A=0.75 AC.
C=0.41
TO STR. 30D
A=0.34 AC.
C=0.44
TO STR. 30E
A=0.35 AC.
C=0.42
TO STR. 51B
A=0.55 AC.
C=0.51
626
624
WET
S
T
O
R
A
G
E
(
A
1
)
DRY
S
T
O
R
A
G
E
(
A
2
)
2
4
5
0
G
N
D
626624
622
2
4
5
0
G
N
D
2
2
5
0
G
N
D
2
0
5
0
G
N
D
2
2
5
0
G
N
D
2
0
50
G
N
D
626
TO STR. 4B
A=1.48 AC.
C=0.36
TO STR. 4A
A=0.41 AC.
C=0.67
TO STR. 6
A=0.38 AC.
C=0.65
TO STR. 7
A=0.64 AC.
C=0.41
TO STR. 4C
A =0.80 AC.
C=0.44
12 IN
D
I
V
E
R
S
I
O
N
COM
P
O
S
T
F
I
L
T
E
R
SOC
K
TEM
P
O
R
A
R
Y
HAL
F
C
I
R
C
L
E
CHE
C
K
D
A
M
TO STR. 12
A=0.08 AC.
C=0.76
TO STR. 121A
A=0.35 AC.
C=0.38
TO IP FOR STR. 4B
A=0.26 AC.
C=0.36
TO ST. 2
A=0.43 AC.
C=0.39
TO ST. 1
A=0.33 AC.
C=0.39
TO STR. 30F
A=0.46 AC.
C=0.42 151 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, WVSDP NUMBER: #01-22E&S PHASE IIRev. No.Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1"=60'
7
03-09-2021
INT
21-05
88
3924L
NOTES:
1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED
WITH SOIL STABILIZATION BLANKETS (EC-2).
2.REFER TO SHEET 50B FOR DITCH SECTIONS
3.REFER TO SHEET 78 FOR OUTLET PROTECTION
COMPUTATIONS
4.THE RUNOFF REDUCTION COMPLIANCE
FOREST/OPEN SPACE AREA IS NOT TO BE
DISTURBED DURING CONSTRUCTION AND
SHOULD BE FENCED OFF WHEN INSTALLING
INITIAL EROSION AND SEDIMENT CONTROL
MEASURES.
5.REFER TO SHEET 10A FOR SEDIMENT TRAP
DETAILS AND COMPUTATIONS.
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
SUPER SILT FENCE
DIVERSION
CULVERT INLET PROTECTION
ROCK CHECK DAMS
SILT FENCE
LIMITS OF CLEARING & GRADING
DRAINAGE DIVIDES
OUTLET PROTECTION
NO. KEY SYMBOL DESCRIPTION
3.12
3.08
3.20
3.05
3.18
3.02
LCG
OP
DD
CIP
SSF
SF
CE
CD
SAFETY FENCE3.01 SAF
3.32 PS PERMANENT SEEDING
IP STORM DRAIN
INLET PROTECTION3.07
3.36 B/M SOIL STABILIZATION
BLANKETS & MATTING
EROSION/SEDIMENT CONTROL LEGEND
STORMWATER
CONVEYANCE CHANNEL3.17 SCC
TEMPORARY SEDIMENT BASIN3.14 SB
3.31 TS TEMPORARY SEEDING
CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED
AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR
SODDED AND PEGGED WITHIN 14 DAYS AFTER START
SLOPE STABILITY ANALYSIS
SHALL BE REQUIRED (TO BE
PROVIDED BY CONTRACTOR)
FOR ROAD FILL EMBANKMENTS
GREATER THAN 10' PER VDOT
REQUIREMENTS.MATCH LINE SHEET 88
DAVIS, WILMER R. & DONNA N.
T.M. 65D-5-6-77
KAWSAR, AFLATOON
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STUIT, DANA R. & STUIT THERESA L.
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O
L
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3
8
6
0
2
6
3
0
17 20
22 43
27 73
29 55
2
3
8
0
87 69
86 45
62 50
INV
74 90
74 90
74 90
74 90
54 05
INV
04 99
0
6
1
0
L
P
22 50
22 50
22 50
22 50
81 50
INV
88 24
INV
76 00
INV
82 00
TOP
90 88
TOP
00 42
TOP
16 18
TOP
15 73
TOP
2
3
2
5
52 08
50 10
47 46
44 78
42 10
39 43
36 75
34 08
314028 60
25 87
21 60
185515 23
12 32
10 93
20 83
15 43
11 662233
16 54
27 54
29 99
28 21
25 30
23 52
23 56
51 42
48 53
45 20
41 92
38 67
35 38
32 07
28 96
26 11
10 56
13 06
29 30
27 20
25 06
23 69
23 41
31 93
26 90
20 30 2104187032 70
31 80 2550
2300LP1000LP13 25
26 60
30 65
21 47
29 13
28 04
16 54
29 68
HP
22 75
LP
13
50
116011603832
12 90
13 42
13 49
86 59
HP
94 60
HP
97 40
HP
94 10
LP
96 90
LP
06 99
87 92
87 80
87 33
87 53
87 06
2
3
8
0
O
L
R
84 95
84 95
86 79
82 07
83 578277
83 17
73 00
73 00 73 00
73 00
88 48
95 06
LP
95 56
HP
76 00
INV
76 00
INV
76 00
INV1190LP1880LP18001930HP0495
09 191439
13 78
13 50
13 78 1400188015 38
04392250
205418001800165021 84
HP
15 50
15 50
19 80
31 93
31 93
31 40
30 50
26 40
29 00
24 09
30 86 28 86 276036 59
4
0
2
5
0
0
2
6
5
0
2
5
9
0
2
5
9
0
2
4
9
0
2
5
9
0
2
5
9
0
2
4
9
0
2
7
1
0
3
4
6
0
27 00
25 00
3
2
6
0
3
3
2
6
3
3
9
3
3
4
6
0
3
5
2
6
3
5
8
0
3
5
6
0
3
5
6
0
44 80
3
3
0
0
27003860
4
1
80
4
5
40
S
W
4
8
60
51 78
21
2135
50
3
8
5
0
45 10
3
9
8
0
4
2
2
4
3
8
1
6
3
7
4
9
3
7
8
3
4
2
4
7
4
1
6
3
4
1
2
4
3
9
8
0
3
8
9
5
41 90
S
W
41 25
S
W
41 30
S
W
3
9
2
1
I
N
V
3
8
9
8
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N
V
1
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79
18 95
20 90 31533
5
4
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47 61
895592 40
92 40
4
1
3
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04 9523472208
2
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0 255016 77
22 67
27 86
29 93
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS
T
O
W
A
T
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R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT PO
L
L
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WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POL
L
U
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DRAINS TO
W
A
T
E
R
W
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Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
D
R
A
I
NS TO WATER
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POL
L
U
T
E
D
R
A
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ATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DR
A
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N
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T
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W
A
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NYLOPLAST
DUCTILE IRON
DO NOT POLL
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Y LEHIGH
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KI
N
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A
Y
17+00
18+0
0
19+
0
0
20
+
0
0
2
1
+
0
0
2
2
+
0
0
2
3
+
0
0
2
4
+
0
0
2
5
+
0
0
2
6
+
0
0
27+0028+0029+0030+009
+
0
0
10
+
0
0
11+0
0
12+00
13+00
14+00 15+00
16+00 1+002+003+00
4+00
5+00
1+00
2+00
3+00
4
+
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0
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0
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7
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T
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STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
FREDERICK
WATER
ESM'T
STORM
DRAINAGE
ESM'T
F
O
R
E
B
A
Y
#
3
FOCALPOINT
BCS-50 SINGLE BOX CULVERT
7' SPAN X 6' RISE
6" EMBEDMENT DEPTH
TYPE I WINGWALLS
CLASS I RIP-RAP
T = 24 INCHES
LENGTH = 35'
CLASS I RIP-RAP
T = 24 INCHES
LENGTH = 17'
TYE
C
T.(PRIV
A
T
E)
(PR
I
V
A
T
E
)
(P
R
I
V
A
T
E
)
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
SLOPE
MAINTENANCE
AND STORM
EASEMENT
SLOPE MAINTENANCE AND
STORM EASEMENT
SIGH
T
DIST
A
N
C
E
ESM'
T
SIGHT
DISTANCE
ESM'T
30+29.850+00
5+59.
8
3
16+50.56
0+00
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
20' STORM
DRAINAGE
ESM'T
TUNNEL
PLAYGROUND
SET
SWING SET
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
20' STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T20' STORM
DRAINAGE
ESM'T
20' STORM
DRAINAGE
ESM'T
HANDRAIL
(VDOT HR-1)
OR EQUAL
DOWNSPOUT
LEADER (TYP)
CLASS 1A
(10X5) RIP
RAP
COMPOSITE D
COMPOSITE D
COMPOSITE D
LEXINGTON
#
1
1
0
5
COMPOSITE C
HANDRAIL
(VDOT HR-1)
COMPOSITE C
STORM
DRAINAGE
ESM'T
COMPOSITE C
STORM
DRAINAGE
ESM'T
TO STR. 28B
A=0 .22 AC.
C=0.60
TO STR. 29
A=0 .22 AC.
C=0.88
TO STR. 28
A=0 .23 AC.
C=0.87
TO STR. 28A
A=0 .45 AC.
C=0.66
TO STR. 27
A=0 .15 AC.
C=0.86
TO STR. 26A
A=0 .07 AC.
C=0.73
TO STR. 26
A=0 .05 AC.
C=0.86
TO STR. 23
A=0 .52 AC.
C=0.67
TO STR. 25
A=0 .40 AC.
C=0.87
TO STR. 24
A=0.19 AC.
C=0.87
TO STR. 58A
A=0.59 AC.
C=0.67
TO STR. 58
A=0.47 AC.
C=0.87
TO STR. 57
A=0.26 AC.
C=0.86
TO STR. 57A
A=0.28 AC.
C=0.66
TO STR. 109
A=0.72 AC.
C=0.42
TO STR. 56
A=0.35 AC.
C=0.87
TO STR. 55
A=0.29 AC.
C=0.87
TO STR. 55A
A=0.77 AC.
C=0.67
TO STR. 151
A=0.65 AC.
C=0.46
TO STR. 22
A=0.19 AC.
C=0.85
TO STR. 21
A=0.21 AC.
C=0.67
TO STR. 50
A=0.06 AC.
C=0.79
TO STR. 81A
A=2.45 AC.
C=0.45
TO STR. 83
A=0 .39 AC.
C=0.87
TO STR. 84
A=0 .20 AC.
C=0.85
TO STR. 82A
A=0 .29 AC.
C=0.85
TO STR. 82
A=0 .29 AC.
C=0.86
TO STR. 80
A=0 .39 AC.
C=0.85
TO STR. 81
A=0 .17 AC.
C=0.82
TO STR. 53
A=0.05 AC.
C=0.76
TO STR. 54
A=0.19 AC.
C=0.62
TO STR. 51A
A=0.13 AC.
C=0.43
TO STR. 30C
A=0.78 AC.
C=0.70
TO STR. 30A
A=0.30 AC.
C=0.70
TO STR. 107
A=0.74 AC.
C=0.41
TO STR. 108
A=0.15 AC.
C=0.42
TO STR. 104
A=0.52 AC.
C=0.43
TO STR. 105
A=0.25 AC.
C=0.39
TO STR. 106
A=0.22 AC.
C=0.43
TO STR. 50A
A=0.47 AC.
C=0.67
TO STR. 51
A=0.21 AC.
C=0.86
TO STR. 52
A=0.11 AC.
C=0.86
TO STR. 100A
A=0.20 AC.
C=0.74
TO STR. 101A
A=0.20 AC.
C=0.76
TO STR. 100
A=0.09 AC.
C=0.77
TO STR. 101
A=0.10 AC.
C=0.77
TO STR. 201
A=27.24 AC.
C=0.38
TO STR. 151A
A=0.26 AC.
C=0.41
TO STR. 151B
A=0.75 AC.
C=0.41
TO STR. 51B
A=0.55 AC.
C=0.51
626
624
WET
S
T
O
R
A
G
E
(
A
1
)
DRY
S
T
O
R
A
G
E
(
A
2
)
2
4
5
0
G
N
D
626
624
622
2
4
5
0
G
N
D
2
2
5
0
G
N
D
2
0
5
0
G
N
D
2
2
5
0
G
N
D
2
0
5
0
G
N
D
626
TO STR. 152
A=0.23 AC.
C=0.49
TO STR. 149
A=0.07 AC.
C=0.53
TO STR. 51A
A=0.69 AC.
C=0.43 151 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, WVSDP NUMBER: #01-22E&S PHASE IIRev. No.Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1"=60'
8
03-09-2021
INT
21-05
88
3924L
SLOPE STABILITY ANALYSIS
SHALL BE REQUIRED (TO BE
PROVIDED BY CONTRACTOR)
FOR ROAD FILL EMBANKMENTS
GREATER THAN 10' PER VDOT
REQUIREMENTS.
NOTES:
1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED
WITH SOIL STABILIZATION BLANKETS (EC-2).
2.REFER TO SHEET 50B FOR DITCH SECTIONS
3.REFER TO SHEET 78 FOR OUTLET PROTECTION
COMPUTATIONS
4.THE RUNOFF REDUCTION COMPLIANCE
FOREST/OPEN SPACE AREA IS NOT TO BE
DISTURBED DURING CONSTRUCTION AND
SHOULD BE FENCED OFF WHEN INSTALLING
INITIAL EROSION AND SEDIMENT CONTROL
MEASURES.
5.SEE SHEET 10A FOR SEDIMENT TRAP DETAILS
AND COMPUTATIONS.
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
SUPER SILT FENCE
DIVERSION
CULVERT INLET PROTECTION
ROCK CHECK DAMS
SILT FENCE
LIMITS OF CLEARING & GRADING
DRAINAGE DIVIDES
OUTLET PROTECTION
NO. KEY SYMBOL DESCRIPTION
3.12
3.08
3.20
3.05
3.18
3.02
LCG
OP
DD
CIP
SSF
SF
CE
CD
SAFETY FENCE3.01 SAF
3.32 PS PERMANENT SEEDING
IP STORM DRAIN
INLET PROTECTION3.07
3.36 B/M SOIL STABILIZATION
BLANKETS & MATTING
EROSION/SEDIMENT CONTROL LEGEND
STORMWATER
CONVEYANCE CHANNEL3.17 SCC
TEMPORARY SEDIMENT BASIN3.14 SB
3.31 TS TEMPORARY SEEDING
CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED
AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR
SODDED AND PEGGED WITHIN 14 DAYS AFTER STARTMATCH LINE SHEET 87
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, WVSDP NUMBER: #01-22
MINIMUM CONSTRUCTION STANDARDS
An erosion and sediment control program adopted with this plan must be consistent with
the VSECH for 9VAC25-840-40 minimum standards:
1.Permanent or temporary soil stabilization shall be applied to denuded areas within
seven days after final grade is reached on any portion of the site. Temporary soil
stabilization shall be applied within seven days to denuded areas that may not be at
final grade but will remain dormant for longer than 14 days. Permanent stabilization
shall be applied to areas that are to be left dormant for more than one year.
2.During construction of the project, soil stock piles and borrow areas shall be stabilized
or protected with sediment trapping measures. The applicant is responsible for the
temporary protection and permanent stabilization of all soil stockpiles on site as well
as borrow areas and soil intentionally transported from the project site.
3.A permanent vegetative cover shall be established on denuded areas not otherwise
permanently stabilized. Permanent vegetation shall not be considered established
until a ground cover is achieved that is uniform, mature enough to survive and will
inhibit erosion.
4.Sediment basins and traps, perimeter dikes, sediment barriers and other measures
intended to trap sediment shall be constructed as a first step in any land-disturbing
activity and shall be made functional before upslope land disturbance takes place.
5.Stabilization measures shall be applied to earthen structures such as dams, dikes
and diversions immediately after installation.
6.Sediment traps and sediment basins shall be designed and constructed based upon
the total drainage area to be served by the trap or basin.
a.The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre
of drainage area and the trap shall only control drainage areas less than three acres.
b.Surface runoff from disturbed areas that is comprised of flow from drainage areas
greater than or equal to three acres shall be controlled by a sediment basin. The
minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of
drainage area. The outfall system shall, at a minimum, maintain the structural integrity
of the basin during a 100-year storm of 24-hour duration. Runoff coefficients used in
runoff calculations shall correspond to a bare earth condition or those conditions
expected to exist while the sediment basin is utilized.
7.Cut and fill slopes shall be designed and constructed in a manner that will minimize
erosion. Slopes that are found to be eroding excessively within one year of
permanent stabilization shall be provided with additional slope stabilizing measures
until the problem is corrected.
8.Concentrated runoff shall not flow down cut or fill slopes unless contained within an
adequate temporary or permanent channel, flume or slope drain structure.
9.Whenever water seeps from a slope face, adequate drainage or other protection shall
be provided.
10.All storm sewer inlets that are made operable during construction shall be protected
so that sediment-laden water cannot enter the conveyance system without first being
filtered or otherwise treated to remove sediment.
11.Before newly constructed stormwater conveyance channels or pipes are made
operational, adequate outlet protection and any required temporary or permanent
channel lining shall be installed in both the conveyance channel and receiving
channel.
12.When work in a live watercourse is performed, precautions shall be taken to minimize
encroachment, control sediment transport and stabilize the work area to the greatest
extent possible during construction. Nonerodible material shall be used for the
construction of causeways and cofferdams. Earthen fill may be used for these
structures if armored by nonerodible cover materials.
13.When a live watercourse must be crossed by construction vehicles more than twice in
any six-month period, a temporary vehicular stream crossing constructed of
nonerodible material shall be provided.
14.All applicable federal, state and local requirements pertaining to working in or
crossing live watercourses shall be met.
15.The bed and banks of a watercourse shall be stabilized immediately after work in the
watercourse is completed.
16.Underground utility lines shall be installed in accordance with the following standards
in addition to other applicable criteria:
a.No more than 500 linear feet of trench may be opened at one time.
b.Excavated material shall be placed on the uphill side of trenches.
c.Effluent from dewatering operations shall be filtered or passed through an approved
sediment trapping device, or both, and discharged in a manner that does not
adversely affect flowing streams or off-site property.
d.Material used for backfilling trenches shall be properly compacted in order to
minimize erosion and promote stabilization.
e.Restabilization shall be accomplished in accordance with this chapter.
f.Applicable safety requirements shall be complied with.
17.Where construction vehicle access routes intersect paved or public roads, provisions
shall be made to minimize the transport of sediment by vehicular tracking onto the
paved surface. Where sediment is transported onto a paved or public road surface,
the road surface shall be cleaned thoroughly at the end of each day. Sediment shall
be removed from the roads by shoveling or sweeping and transported to a sediment
control disposal area. Street washing shall be allowed only after sediment is removed
in this manner. This provision shall apply to individual development lots as well as to
larger land-disturbing activities.
18.All temporary erosion and sediment control measures shall be removed within 30
days after final site stabilization or after the temporary measures are no longer
needed, unless otherwise authorized by the VESCP authority. Trapped sediment and
the disturbed soil areas resulting from the disposition of temporary measures shall be
permanently stabilized to prevent further erosion and sedimentation.
19.Properties and waterways downstream from development sites shall be protected
from sediment deposition, erosion and damage due to increases in volume, velocity
and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour
duration in accordance with the following standards and criteria. Stream restoration
and relocation projects that incorporate natural channel design concepts are not
man-made channels and shall be exempt from any flow rate capacity and velocity
requirements for natural or man-made channels:
a.Concentrated stormwater runoff leaving a development site shall be discharged
directly into an adequate natural or man-made receiving channel, pipe or storm sewer
system. For those sites where runoff is discharged into a pipe or pipe system,
downstream stability analyses at the outfall of the pipe or pipe system shall be
performed.
b.Adequacy of all channels and pipes shall be verified in the following manner:
(1)The applicant shall demonstrate that the total drainage area to the point of analysis
within the channel is one hundred times greater than the contributing drainage
area of the project in question; or
(2)(a) Natural channels shall be analyzed by the use of a two-year storm to verify that
stormwater will not overtop channel banks nor cause erosion of channel bed or
banks.
(b)All previously constructed man-made channels shall be analyzed by the use of
a 10-year storm to verify that stormwater will not overtop its banks and by the
use of a two-year storm to demonstrate that stormwater will not cause erosion
of channel bed or banks; and
(c)Pipes and storm sewer systems shall be analyzed by the use of a 10-year
storm to verify that stormwater will be contained within the pipe or system.
c.If existing natural receiving channels or previously constructed man-made channels
or pipes are not adequate, the applicant shall:
(1)Improve the channels to a condition where a 10-year storm will not overtop the
banks and a two-year storm will not cause erosion to the channel, the bed, or the
banks; or
(2)Improve the pipe or pipe system to a condition where the 10-year storm is
contained within the appurtenances;
(3)Develop a site design that will not cause the pre-development peak runoff rate
from a two-year storm to increase when runoff outfalls into a natural channel or will
not cause the pre-development peak runoff rate from a 10-year storm to increase
when runoff outfalls into a man-made channel; or
(4)Provide a combination of channel improvement, stormwater detention or other
measures which is satisfactory to the VESCP authority to prevent downstream
erosion.
d.The applicant shall provide evidence of permission to make the improvements.
e.All hydrologic analyses shall be based on the existing watershed characteristics and
the ultimate development condition of the subject project.
f.If the applicant chooses an option that includes stormwater detention, he shall obtain
approval from the VESCP of a plan for maintenance of the detention facilities. The
plan shall set forth the maintenance requirements of the facility and the person
responsible for performing the maintenance.
g.Outfall from a detention facility shall be discharged to a receiving channel, and
energy dissipators shall be placed at the outfall of all detention facilities as necessary to
provide a stabilized transition from the facility to the receiving channel.
h.All on-site channels must be verified to be adequate.
i.Increased volumes of sheet flows that may cause erosion or sedimentation on
adjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipe
system, or to a detention facility.
j.In applying these stormwater management criteria, individual lots or parcels in a
residential, commercial or industrial development shall not be considered to be separate
development projects. Instead, the development, as a whole, shall be considered to be a
single development project. Hydrologic parameters that reflect the ultimate development
condition shall be used in all engineering calculations.
k.All measures used to protect properties and waterways shall be employed in a
manner which minimizes impacts on the physical, chemical and biological integrity of
rivers, streams and other waters of the state.
l.Any plan approved prior to July 1, 2014, that provides for stormwater management
that addresses any flow rate capacity and velocity requirements for natural or man-made
channels shall satisfy the flow rate capacity and velocity requirements for natural or
man-made channels if the practices are designed to (i) detain the water quality volume
and to release it over 48 hours; (ii) detain and release over a 24-hour period the expected
rainfall resulting from the one year, 24-hour storm; and (iii) reduce the allowable peak flow
rate resulting from the 1.5, 2, and 10-year, 24-hour storms to a level that is less than or
equal to the peak flow rate from the site assuming it was in a good forested condition,
achieved through multiplication of the forested peak flow rate by a reduction factor that is
equal to the runoff volume from the site when it was in a good forested condition divided
by the runoff volume from the site in its proposed condition, and shall be exempt from any
flow rate capacity and velocity requirements for natural or man-made channels as defined
in any regulations promulgated pursuant to § 62.1-44.15:54 or 62.1-44.15:65 of the Act.
m.For plans approved on and after July 1, 2014, the flow rate capacity and velocity
requirements of § 62.1-44.15:52 A of the Act and this subsection shall be satisfied by
compliance with water quantity requirements in the Stormwater Management Act (§
62.1-44.15:24 et seq. of the Code of Virginia) and attendant regulations, unless such
land-disturbing activities are in accordance with 9VAC25-870-48 of the Virginia
Stormwater Management Program (VSMP) Regulation or are exempt pursuant to
subdivision C 7 of § 62.1-44.15:34 of the Act.
n.Compliance with the water quantity minimum standards set out in 9VAC25-870-66
of the Virginia Stormwater Management Program (VSMP) Regulation shall be deemed to
satisfy the requirements of this subdivision 19.
EROSION AND SEDIMENT
CONTROL NARRATIVE
Description: The Project development will consist of the construction of a mix of both Single Family homes and
Townhomes with related utilities and road construction. The property, zoned RP, is located approximately 0.2
miles south of intersection of Senseny Road and Rossum Lane at the current end of Rossum Lane in Frederick
County Virginia. This project will consist of multiple phases. Each phase will be submitted under separate
plans. This plan is for Phase I. Total site area for Phase 1 is 73.85 acres of which approximately 48.73 acres
will be disturbed for construction.
Date of construction: Construction may begin following plan approval and the submission and approval of all
required Slope Stability Analyses. This project will take approximately eighteen (18) months to complete.
Existing site conditions: The site is currently vacant consisting of woods and open fields. The site is divided by
multiple ridges and swales which all drain south to tributaries of Opequon Creek. Typical slopes range between
4% and 60%.
Adjacent areas: The site is bounded by a stream and vacant land to the south and by residential property to
the north, east and west.
Offsite areas: Parcels TM 65-A-50 & 65-A-54 will have some minor grading adjustments for the installation of
sidewalk and storm sewer adjacent to the proposed road extension. A public improvements plan, submitted
separately, will handle improvements to the existing portions of Rossum Lane.
Soils: The existing soil conditions were obtained from the NRCS Soils Survey. Refer to the soils map this sheet.
Critical areas: Delineated streams/wetlands, riparian buffers and steep slope areas, as shown on the plans, are
designated as critical areas. Disturbance around all critical areas should be kept to a minimum and protected
by the E&S control measures shown on the plan. The large fill slopes adjacent to the riparian buffers/streams
are also considered critical. Fill should be permanently stabilized and seeded as construction commences.
Diversions are to be utilized to protect slopes at the end of each working day. At no time are the slopes to be
left in a state to receive concentrated runoff. The up-slope drainage areas should remain undisturbed until the
fill slopes are stabilized to reduce the release of sediment into the streams/wetlands.
Note:The streams/wetlands can not be disturbed without an USACE permit.
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:
During phase I clearing and grubbing should only be completed where necessary to install initial erosion and
sediment controls as shown on the plans. The construction entrance, orange safety fence, silt fence and super
silt fence should be installed first to protect and visibly locate the riparian buffers and streams. Next the storm
sewer, temporary culvert and associated berm/diverision near the construction entrance shown on the phase I
plans should be installed to bypass clean offsite water through the construction site and to protect the adjacent
residential lots from erosion and sediment. Next the sediment basins should be installed and immediately
stabilized. Once stabilized the diversions should be installed starting at the sediment basin and working
up-slope of the drainage area directing disturbed areas to the sediment trapping facilities. Where critical fill
slopes are encountered they are to be constructed and stabilized immediately during periods of dry weather.
The drainage areas up-slope of these fill areas are to remain undisturbed until the embankments are completed
and the diversion is constructed above the fill slope directing up-slope storm water to the sediment basins. After
the fill slope is completed the remaining up slope diversion is to be completed until the next critical fill slope is
encountered where the cycle is repeated. Only after all perimeter erosion and sediment controls are installed
and the critical fill slopes and diversions are stabilized should clearing and grubbing operations associated with
the mass grading of the site proceed.
Install Safety Fence (3.01) as shown on the plans to prevent access to critical areas.
Install Temporary Construction Entrance with Wash Rack (3.02) as shown on the plans to minimize sediment
carried onto roadway.
Install silt fence (3.05) 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 storm drain inlet protection (3.07) as shown on plans to prevent sediment from entering storm drainage
systems prior to permanent stabilization of the disturbed area.
Culvert inlet protection (3.08) shall be located at culvert entrances as shown to prevent sediment from entering,
accumulating in and being transferred by the culvert prior to permanent stabilization of the disturbed area.
Install temporary diversion dikes (3.09) as shown on the plans to divert sediment-laden runoff to the sediment
trapping structures.
Install diversion (3.12) as shown on the plans to reduce the slope length and to intercept and divert stormwater
runoff to stabilized outlets at non-erosive velocites.
Install Temporary Sediment Basins (3.14) as shown on plans to detain sediment-laden runoff from disturbed
areas in "wet" and "dry" storage long enough for the majority of the sediment to settle out.
Note: Sediment Basins #1 & #2 will become a permanent stormwater facility upon completion of the project.
Contractor is to install the permanent SWM structures associated with the pond during Phase I E&S measures.
The structure must be modified in order to serve as temporary sediment basins. SWM basins shall not be
converted from temporary sediment basins until their respective drainage areas are completed and fully
stabilized.
Install Stormwater Conveyance Channel (3.17) as shown to provide for the conveyance of concentrated
surface runoff water to a receiving channel or system without damage from erosion.
Outlet protection (3.18) shall be installed on all outlets as shown on the plan sheets.
Install rock check dams (3.20) as shown on the plans to reduce the velocity of concentrated stormwater flows
and to trap sediment generated from adjacent areas or the ditch itself.
Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1 or greater)
and as needed to stabilize disturbed areas.
Soil stabilization blankets & matting (3.36) shall be installed over steep 3:1 or greater cut and fills slope which
have been brought to final grade and seeded to protect from rill and gully erosion.
Phase II:
Phase I controls shall remain into Phase II for the duration of the project or until drainage area is stabilized. ALL
areas to be stabilized 100% prior to installation of bioretention basins.
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. See sheets C300 - ## and the accompanying SWM report.
Maintenance Program:
All control measures shall be inspected daily by the site superintendent or his representative and within
24 hours after any storm event greater than 0.5 inches of rain per 24-hour period. Any damaged
structural measures are to be repaired by the end of the day. Seeded areas shall be checked regularly
to ensure that a good stand of grass is maintained. All areas shall be fertilized and reseeded as needed
until grass is established.
Trapped sediment is to be removed as required to maintain 50% trap efficiency and disposed of by
spreading on site.
Inlet protection shall be checked regularly for sediment build-up. If the gravel outlet is clogged by
sediment, it shall be removed and cleaned or replaced immediately.
The contractor is responsible for keeping existing public roads in a clean, dust and mud free, condition at
all times.
Erosion and sediment control program:
Phase I
1.Hold pre-construction meeting on site with inspector.
2.Install construction entrance.
3.Clearing and grubbing for sediment control devices only
4.Placement of sediment control devices.
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.Install drainage devices with sediment control.
9.Final grading.
10.Restoration and stabilization of disturbed areas.
11.Remove erosion and sediment control measures with the approval of the inspector. ALL areas to be
stabilized 100% prior to installation of bioretention basins.
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 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.
VARIANCE REQUEST - SMARTFENCE & COMPOST FILTER SOCK:
We are requesting the use of an alternative erosion and sediment control measures that is not listed in
the Virginia Erosion and Sediment Control Handbook.
1.ACF Environmental - Smartfence: Smartfence is an perimeter erosion control device equivalent to
super silt fence, see detail on sheet C103.
2.Filtrexx - Compost Filter Sock: Compost filter sock is equivalent to silt fence, see detail on sheet
C103. This will allow for less disturbance since it can be installed on the surface and requires no
excavation.E&S NARRATIVERev. No.Date
SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAN/A
9
03-09-2021
INT
21-05
88
3924L
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, WVSDP NUMBER: #01-22E&S DETAILSRev. No.Date
SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAN/A
10
03-09-2021
INT
21-05
88
3924L
2" X 2" X 36" WOODEN STAKES PLACED 10' O.C.
SECTION NTS
PLAN NTS
NOTES:
1. ALL MATERIAL TO MEET FILTREXX® SPECIFICATIONS.
2. FILTER MEDIA™ FILL TO MEET APPLICATION
REQUIREMENTS.
3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS
DETERMINED BY ENGINEER.
12" MIN
FILTREXX® SEDIMENT CONTROL
NTS
FILTREXX® SOXX™ (12" TYPICAL)
BLOWN/PLACED FILTER MEDIA™
AREA TO BE PROTECTEDWORK AREA
WORK AREA
AREA TO BE
PROTECTED
2" X 2" X 36" WOODEN STAKES PLACED 10' O.C.
FILTREXX® SOXX™ (12" TYPICAL)
WATER FLOW
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, WVSDP NUMBER: #01-22E&S DETAILSRev. No.Date
SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAN/A
10A
03-09-2021
INT
21-05
88
3924L
T.M. 65-A-50
ATKINS , MAURICE M. &
SHERRY L
DB. 582 PG. 756
T.M. 65-A-54
RUBLE, RANDY LEE &
MARY F.
T.M. 65B-7-10
RUBLE, RANDY LEE &
MARY F.
T.M. 65-A-57
KAPLN, JOSHUA A.
T.M. 65-A-56
GRANADOS, MEMBRENO
JOSE MARBIN
T.M. 65D-1-1
HENRIQUEZ MAJANO JOSE F., ETALS T.M. 65D-2-4
FELTNER, JEFFREY III
T.M. 65D-2-5
123 RENTALS LLC T.M. 65D-2-6
123 RENTALS LLC
T.M. 65D-2-7
ENDICOTT, KAITLYN
T.M. 65D-2-8
TAYLOR, MICKEY W. & TAYLOR, LISA A.
T.M. 65D-2-9
JENNINGS INVESTMENTS LLC
T.M. 65D-2-10A
GLENMONT VILLAGE ASSOCIATION
D.B. 614 PG. 802
T.M. 65-A-55
US HOME CORPORATION
55.24 AC
INST# 20 0008114
ZONE: RP
T.M. 65-A-56
GRANADOS, MEMBRENO
JOSE MARBIN 1850'
4
6
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2
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16+00
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LOT 32
LOT 33
LOT 34LOT 124LOT 35LOT 122LOT 121LOT 37LOT 120LOT 119LOT 39
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25' STORM
DRAINAGE
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EX FW PS-TO BE
DEMOLISHED
SEE NOTES ON
SHEET 25
30'50'(
P
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CG-12BCG-12B
CG-12B
CG-12B
CG-12B
CG-12B
STOP
SIGN
STOP
SIGN
STREET
SIGN
STREET
LIGHT
STREET
SIGN
STREET
LIGHT
35' RIPARIAN
BUFFER
STORM
DRAINAGE
ESM'T
5' SIDEWALK
5' SIDEW
A
L
K
5' SIDEWALK5' SIDEWALK5' SIDEWALK
5'
S
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A
L
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5' SIDEWALK17.0'
TYP.17.0'TYP.17.0'TYP.17.0'TYP.280' SD
280' SD
280' SD
280' SD280' SDSIGHT
DISTANCE
ESM'T
7
+
7
1
.
8
90+00R.O.W. AND EASEMENT TO BE
DEDICATED BY ATKINS FOR PUBLIC
USE AT TIME OF SUBDIVISION PLAT
1,291 SF ROW
DEDICATION
2,473 SF ESMT
DEDICATION
10' NO DISTURB ESMT.
PER PROFFER #B3
10' NO DISTURB ESMT.
PER PROFFER #B3
STORM
DRAINAGE
ESM'T35'R35'R
3
5
'R35'R10'R 10'RSTORM
DRAINAGE
ESM'T
CG-9B
(TYP)
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CG-9B
(TYP)
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(TYP)
CG-9B
(TYP)CG-11C
G
-
1
1
TUNNEL PLAYGROUND
SET
SWING SET
COMPOSITE
C
STORM
DRAINAGE
ESM'T
FREDERICK WATER
ESMT.
FREDERICK WATER
ESMT.5' SIDEWALKSTORM
DRAINAGE
ESM'T
INGRESS/
EGRESS
ESMT
INGRESS/
EGRESS
ESMT
DOWNSPOUT
LEADER (TYP)
DOWNSPOUT
LEADER (TYP)18+37.7819+002
0+
0
0
21
+
0
0
21
+
6
7
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5
718+32.93COMPOSITE B
COMPOSITE B
COMPOSITE B
3
2
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0
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7' INGRESS/
EGRESS
ESMT20' BRL 8' BRL20' BRL
163.5'GARAGE3-CAROPT.GARAGE3-CAROPT.GARAGE3-CAROPT.GARAGE3-CAR
OPT.
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OPT.
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WCOMPOSITE BCOMPOSITE B25' BRL25' BRL8' BRL25' BRL8' BRL
74.3'74.3'SUBDIVISION SIGN
(SEE INTREEGUE
SENSENY VILLAGE
MONUMENT SIGN
PLAN)168.2'8' BRL25' BR
L 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, WVSDP NUMBER: #01-22SITE PLANRev. No.Date
08 02-21-2022SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1"=30'
11
03-09-2021
INT
21-05
88
3924L
MATCH LI
NE SHEET 17
MATCH LINE SHEET 13 MATCH LINE SHEET 13 MATCH LINE SHEET 12NOTES:
1.EXTEND DOWNSPOUT LEADER TO DRAIN TO STREET
FOR LOTS 110-124 AND 144-147 FOR SWM PURPOSES.
T.M. 65D-1-3-37A
GLENMONT VILLAGE ASSOCIATION
D.B. 583 PG. 137
T.M. 65D-3-4-59A
GLENMONT VILLAGE ASSOCIATION
D.B. 614 PG. 802
T.M. 65D-3-4-53
WAMPLER, JORDAN K. &
PORTER, MAKAYLA A.
T.M. 65D-3-4-54
MCDONALD R G PROPERTIES LC
D.B. 966 PG. 1528
T.M. 65D-4-5-71
HOLTHAUS, CHRISTOPHER W. &
MARTINEZ, GABRIELA
T.M. 65D-5-6-76
MCKEE, RICHARD VAUGHN
& MCKEE, DAWN
T.M. 65D-5-6-77
KAWSAR, AFLATOON
T.M. 65D-5-6-78
STUIT, DANA R. & STUIT THERESA L.
T.M. 65D-5-6-79
STOUPA, MICHAEL,
& STOUPA, ASHLEY
T.M. 65D-5-6-80
TIFFANY, KEITH OLIVER
FRAS
E,
J
E
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NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DR
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DUCTILE IRON
DO NOT POLLUTE D
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L 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, WVSDP NUMBER: #01-22SITE PLANRev. No.Date
08 02-21-2022SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1"=30'
12
03-09-2021
INT
21-05
88
3924L
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MATCH LINE SHEET 14MA
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55.24 AC
INST# 20 0008114
ZONE: RP
T.M. 65-A-72
EFG INVESTMENTS LLC
DB. 955 PG. 724
16
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0
S
F
10,19
3
S
F
10,298
S
F
9,370 SF
9,223 SF
8,943 SF
9,003 SF 9,764 SF
12,085 SF
10,079 SF
9,752 SF
9,748 SF
10,722 SF
11,088 SF 10,415 SF10,415 SF10,843 SF11,150
SF12
,8
38
SF
3,307 SF2,016 SF1,961 SF1,945 SF1,965 SF1,941 SF
1,954 SF
3,220 SF
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2
6
5
S
F
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9
4
8
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9
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8
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1
7
4
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3
5
7
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9
1
3
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F
1,
9
1
3
S
F
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9
1
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F
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9
1
3
S
F
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1
5
7
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3,
3
5
7
S
F 95.67'R
E
C
R
E
A
T
I
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A
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A
TY
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C
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.
20' FREDERICK
WATER ESMT.
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T26'26'24'F
O
R
E
B
A
Y
#
3
FOCALPOINT
50'
STOP SIGN
CG-12B
STREET
SIGN
CG-12B
CG-12B
CG-12B
STOP
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STREET
LIGHT
TYE
C
T.(PRIV
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T
E)
(PR
I
V
A
T
E
)
CG-12B
CG-12B
STOP
SIGN
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SIGN
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19.0'35' RIPARIAN
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S
I
D
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A
L
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5'
S
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A
L
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I
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A
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5' SI
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A
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1
7
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0
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T
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17.0'
TYP.
17.0'
TYP.
17.0'
TYP.17.0
'TYP.
17
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0
'TYP.17.0
'TYP.17.0'TYP.280' SD280'
SD280'
SD280'
SD280'
SD
SIGH
T
DIST
A
N
C
E
ESM'
T
SIGHT
DISTANCE
ESM'T
30+29.850+00
5+59.
8
3
16+50.56
20' STORM
DRAINAGE
ESM'T
35'
R35'R35'R35'R
35'R35'R
5'RCG-9B
(TYP)
CG-9B
(TYP)
CG-9B
(TYP)
CG-9B
(TYP)
CG-9B
(TYP)
CG-9B
(TYP)
CG-1
1
CG-1
1CG-1
1
CG-1
1
CG-11
TUNNEL
PLAYGROUND
SET
SWING SET
16.0'23.0'
16.0'5'R5'
R
53.3'
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20'REP
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ESM'T
STORM
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#
1
1
0
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GARAGEGARAGEGARAGEGARAGEGARAGEGARAGESTORM
DRAINAGE
ESM'T 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, WVSDP NUMBER: #01-22SITE PLANRev. No.Date
08 02-21-2022SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1"=30'
13
03-09-2021
INT
21-05
88
3924LMATCH LINE SHEET 15MATCH L
INE
SHEET
16
MATCH LINE SHEET 11
MAT
C
H
L
I
N
E
S
H
E
E
T
1
7MATCH LINE SHEET 14MATCH LINE SHEET 21NOTES:
1.EXTEND DOWNSPOUT LEADER TO DRAIN TO STREET
FOR LOTS 110-124 AND 144-147 FOR SWM PURPOSES.
T.M. 65-A-56
GRANADOS, MEMBRENO
JOSE MARBIN
T.M. 65-A-60
LAFOND, DANIEL P. &
JENIFER
T.M. 65-A-62
ROLES, DONALD L.
T.M. 65-A-63
FELTNER, PAT O. &
PAMELA H.
T.M. 65-A-70
PUFFINBURGER, PAUL R.
T.M. 65-A-66
FEATHERS, VICKY LYNN &
RICHARD A.
DB. 957 PG. 979
T.M. 65-A-65
SPEAKMAN, DONALD R. &
KAREN M.
T.M. 65-A-71
CATHY M. MALICK C/O
CAPON VALLEY BANK /
LOAN DEPARTMENT
T.M. 65-A-72
EFG INVESTMENTS LLC
DB. 955 PG. 7248050'50'50'50'LEHIGH DR.MENASHA CT
.
50'
80
1+002+003+004+005+006+005
+
0
0
6
+
0
0
LOT 132LOT 133LOT 138LO
T
1
4
4
LO
T
1
4
5
LO
T
1
4
6
LO
T
1
4
7
L
O
T
1
4
8
LOT 149LOT 150LOT 1408' BRL
8' BRL
8' BRL
8' BRL
8' BRL
8' BRL
8' BRL
8' BRL20' BRL25' BRL25' BRL25' BRL25' BRL25' BRL20' BRL25' BRL20' BRL20' BRL8' BRL 8' BRL20' BRL20' BRL8' BRL
8' BRL
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BR
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0
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R
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8' BRL
8' BRL
20' BRL20' BRL20' BRL8' B
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8' BRL
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8' BRL
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8' BRL
8' BRL 25' BRL25' BRL
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8' BRL8' BRL8' BRL8' BRL2
5
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BR
L25' BRL
2
5
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BR
L25' BRL
149.9'
151.6'74.3'74.3'74.3'150.3'46.7'74.3'44.5'74.3'150.0'
149.6'
151.0'58.7'74.3'74.3'74.4'149.4'
156.1'90.4'98.1'193.0'142.6'114.1'
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FREDERICK
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FREDERICK
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LO
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1
1
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L
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1
1
6
LO
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4
0
L
O
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1
1
5LOT 130LOT 131LOT 134LOT 135LOT 136LOT 137LOT 13910,136
SF9,595
SF10,491
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0
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2
1
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F
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8
7
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8
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7
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4
7
6
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0
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5
5
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SF9,648 SF11,211 SF11,849 SFRETAINING
WALL W/
HANDRAIL
8' BRL
25' BRL20' BRL25' BRL8' BRL
8' BRL
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L72.5'116.8'76.1'70.9'93.2'
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5
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20' FREDERICK
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20' FREDERICK
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STORM
DRAINAGE
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STORM
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CG-12B
STOP
SIGN
STREET
SIGN
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BUFFER
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S
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'
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7
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0
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TYP
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1
+
0
0
2
+
0
0
3
+
0
0
4
+
0
0
4
+
3
1
.
2
9
0+0010' NO DISTURB ESMT.
PER PROFFER #B3
RIGHT OF WAY CONTINUED TO PROPERTY LINE FOR FUTURE
INTERPARCEL CONNECTION PER PROFFER #B125' BRL25' BRL8' BRL
STORM DRAINAGE
ESM'T35'R35'R35'R 35'R
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DOWNSPOUT
LEADER (TYP)
DOWNSPOUT
LEADER (TYP)
COMPOSITE B
COMPOSITE D
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COMPOSITE B
COMPOSITE C
COMPOS
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C
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L
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LEXINGTON #1105MODIF
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GARAGE3-CAROPT.GARAG
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G
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-CAROPT.GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEG
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GARAGEGARAGEGARAGE3-CAROPT.83.7'7
4
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2
'50.0'119.5
'25' BRL74.3'68.2'151 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, WVSDP NUMBER: #01-22SITE PLANRev. No.Date
08 02-21-2022SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1"=30'
14
03-09-2021
INT
21-05
88
3924L
MATCH LINE SHEET 11
MA
T
C
H
L
I
N
E
S
H
E
E
T
2
4 MATCH LINE SHEET 13NOTES:
1.EXTEND DOWNSPOUT LEADER TO DRAIN TO STREET
FOR LOTS 110-124 AND 144-147 FOR SWM PURPOSES.
T.M. 65-A-49B
US
H
O
ME
C
O
RP
O
RATI
O
N
18.59 AC
INST# 22 0001195ZONE:
RP
NYLOPLAST
DUCTILE IR
O
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T
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D
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RW
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50'L
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8
27
+
0
0
28
+
0
0
29
+
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30
+
0
0
13+0014+0015+0016+00LOT 50
L
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9
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LOT 51LOT 52LOT 107
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ESM'T151 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, WVSDP NUMBER: #01-22SITE PLANRev. No.Date
08 02-21-2022SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1"=30'
15
03-09-2021
INT
21-05
88
3924LMATCH LINE SHEET 16MATCH L
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T.M. 65D-5-6-81
FRASE, JERRY ROGER TRU
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FRASE, PATRICIA J. TRUST
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T.M. 65D-5-6-82
PIERCE, JUSTIN
T.M. 65D-5-6-96
ALSBERRY, FRANK E.
& ALSBERRY, SUSAN L.
T.M. 65D-5-6-97
FRANTZ, DEBOR
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LOT 96LOT 95LOT 21LOT 2025' BRL8' BRL
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1GARAGE3-CAROPT.GARAGE3-CAROPT.GARAGE3-CAROPT.GARAGEGARAGEGARAGE151 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, WVSDP NUMBER: #01-22SITE PLANRev. No.Date
08 02-21-2022SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1"=30'
16
03-09-2021
INT
21-05
88
3924LMATCH LINE SHEET 17MATCH LINE SHEET 12
MATCH LINE SHEET 15
T.M. 65-A-55
US
H
O
ME C
ORP
O
RATI
O
N
55.24 ACINST# 20 0008114ZONE:
RP18 1650'46'
26'
44'
24'
24'50'THORNTON WAY
LEHIG
H
D
R
.
122 846180628
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
3+
0
0
4+0
0
5+00
6+00 7+00 8+00 9+00
10+00
11+00
12+00 13+005+001+002+003+00
4+005+006+007+00
LOT 26
L
O
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3
6
LO
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3
8
LOT 43
LOT 46
LOT 1
0
9
LOT
1
0
8
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4
7
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4
8
LOT 95LOT
1
0
25' BRL
8' BRL8' BRL8' BRL8' BRL25' BRL 25' BRL 25' BRL 25' BRL 25' BRL
20' B
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L
8' BRL20'
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20' BRL
8' BRL20' BRL
8' BRL20' BRL
8' BRL25' BRL 8' BRL25' BRL 25' BRL 8' BRL20' BRL
8' BRL20' BRL
8' BRL20' BR
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8' BRL20' BRL
25' B
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25' BRL 8' BRL20' BRL8' BRL8' BRL20' B
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L8' BRL20' BR
L8' BRL20' BRL8' BRL20' BRL20' BRL8' BRL20' BRL8' BRL20' BRL8' BRL20' BRL8' BRL25' BRL
20' BRL8' BRL25' BRL
8' BRL20' BRL
25' BRL
25' BRL25' BRL25' BRL
8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL25' BRL
25'
B
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25' BR
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25' BRL
25' BRL25' BRL25' BRL
25' BR
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25' BRL
25' BR
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25'
B
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L
25' BR
L
25' BR
L
25' BR
L
25' B
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L
25' BR
L
25' BRL
25' BRL
25' BRL133.5'70.9'71.8'71.8'71.8'134.5'135.0'71.8'130.00'130.00'125.0'125.0'125.0'125.0'125.0'67.2'
64.5'
64.9
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62
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73.7'125.0'62.9'
63.2'125.0'66.3'71.8'125.0'125.0'72.5'71.8'58.5'59.2'127.1'90.9'66.8'66.0'66.1'130.00'66.7'130.0'65.6'66.2'130.0'67.0'130.0'130.0'65.4'
66.1'130.0'68.7'130.0'73.0'130.0'86.4'
69.2'
73.0'
65.1'
71.8'
68
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2
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68.
2
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68.0
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70.4'
68.6'67.9'
66.9'
68.5'
68.9'LOT 56LOT 57LOT 58LOT 59LOT 60LOT 61
LOT 152
LOT 55
68.8'
68.9'
68.8'
68.9'
69.0'
80.3'
79.5'78.7'79.6'80.6'78.4'
79.5'79.3'83.9'
85.5'
85.9'105.8'39
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74.6'38.0
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63.3'
35.9'
80.6'
76.2'
69.8'70.5'70.8'
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5
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85.7'
80.8'
20.0'20.0'20.0'20.0'32.0'32.0'32.0'
32.0'
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20.0'20.0'20.0'20.0'32.0'32.0'20.0'20.0'20.0'20.0'20.0'20.0'
20.0'20.0'20.0'20.0'32.0'32.0'20.0'20.0'20.0'20.0'32.0'32.0'20.3'20.1'20.0'20.0'32.0'
23.2'73.5'32.1'98.67'98.67'98.67'98.67'98.67'98.67'98.67'98.67'98.67'98.67'98.67'98.67'98.67'98.67'95.67'95.67'95.67'95.67'95.67'98.7'98.67'98.7'75.3'30.6'98.4'82.8'30.2'99.2'32.0'32.0'20.0'20.0'20.0'20.0'20.0'20.0'98.1'103.8'99.7'97.8'98.8'100.1'98.4'96.4'24.4'
20.3'
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25' BRL 25' BRL
25' BRL
25' BRL
20' BRL
25' BRL
20' BRL 20' BRL
25' BR
L 25' BRL10' BRL10' BRL20' BRL 20' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL25' BRL25' BRL
20' BRL 20' BRL10' BRL10' BRL25' BRL
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LOT 54
LOT 22
LOT 23
LOT 24
LOT 25
LOT 27
LOT 28
LOT 29
LOT 3
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1
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LOT 40
LOT 41
LOT 42 LOT 44
LOT 45
LOT 110 LOT 49LOT 107LOT 62
LOT 63LOT 64
LOT 66LOT 67LOT 68LOT 69LOT 70LOT 71LOT 72LOT 73LOT 74
LOT 75
LOT 76LOT 77LOT 78LOT 79
LOT 80
LOT 81 LOT 82 LOT 83 LOT 84 LOT 85 LOT 86 LOT 88 LOT 89 LOT 90 LOT 91 LOT 92 LOT 93 LOT 94
LOT 65
11,787
S
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12,375 S
F
9,490 SF
9,442 SF
9,509 SF
9,505 SF
9,511 SF
9,517 SF
9,543 S
F
9,469
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9,499
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9,48
4
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6
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9,595
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8,969 SF
8,979 SF 9,229 SF 9,210 SF
9,328 SF
9,331 S
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10,530 SF
10,19
3
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10,29
8
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10,079 SF
12,838
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12,48
8
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13,48
4
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3,061 SF1,913 SF3,061 SF
3,307 SF2,016 SF1,961 SF1,945 SF1,965 SF1,941 SF1,954 SF3,220 SF3,265 SF1,948 SF1,938 SF1,924 SF1,923 SF3,174 SF3,357 SF1,913 SF1,913 SF1,913 SF1,913 SF3,157 SF
3,357 SF
1,913 SF1,913 SF1,913 SF1,913 SF
3,157 SF 95.67'95.67'95.67'95.67'95.67'95.67'95.67'95.67'95.67'95.67'RECREATION AREA
RECREATION AREA
TYE CT
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CG-12B
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5' SIDE
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5' SIDEW
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5' SIDEWA
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5' SIDEWALK
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TYP.
17.0'
TYP.
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TYP.
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TYP.
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TYP.
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ESM'T20' STORM
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ESM'T35'R35'R
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ESMT
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LEADER (TYP)LEADER (TYP)LE;INGTON #1105COMP
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20.0'32.0'32.0'95.67'95.67'LOT 87
20.0'20.0'20.0'20.0'32.0'32.0'20.0'20.0'20.0'20.0'20.0'20.0'20.0'32.0'32.0'
3,061 SF 3,061 SF1,913 SF 1,913 SF 1,913 SF 1,913 SF 1,913 SF 1,913 SF 1,913 SF 1,913 SF 1,913 SF 1,913 SF7' INGRESS/EGRESS
ESMT
5'
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A
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GE
ESM'T7' INGRESS/EGRESS
ESMT
COMP
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OPT.
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OPT.
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G
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GARAGEGARAGEGARAGEGARAGEGARAGE
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5' S/W25' BRL8' BRL25' B
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4' SIDE
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FIELD LOCATED
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FIELD LOCATED
ELECTRIC
TRANSFORMER
FIELD LOCATED FH
FIELD LOCATED
TELEPHONE PEDESTAL
FIELD LOCATED
TELEPHONE
PEDESTAL
5' SIDEWAL
K
5' SIDEWALK 5' SIDEWALK
5' SID
E
W
A
L
K 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, WVSDP NUMBER: #01-22SITE PLANRev. No.Date
13 4-5-2023SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1 30'
17
03-09-2021
INT
21-05
88
3924LMATCH LINE SHEET 11MATCH LINE SHEET 13
MAT
C
H LI
N
E
S
H
E
ET 12
MAT
C
H
L
I
N
E
S
H
E
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T
1
6
6-April-2023
T.M. 65B-6-37LINABERG , DEN
N
I
S
D
.
&
P
A
M
E
L
A
S
.
DB. 815 PG. 1282
T.M. 65B-6-38
ATKINS , MAURICE M. &
SHERRY L
DB. 582 PG. 756
T.M. 65-A-50
ATKINS , MAURICE M. &
SHERRY L
DB. 582 PG. 756
T.M. 65-A-54
RUBLE, RANDY LEE &
MARY F.
T.M. 65B-7-10
RUBLE, RANDY LEE &
MARY F.
T.M. 65-A-57
KAPLN, JOSHUA A.
T.M. 65-A-56
GRANADOS, MEMBRENO
JOSE MARBIN
T.M. 65-A-60
LAFOND, DANIEL P. &
JENIFER
T.M. 65-A-62
ROLES, DONALD L.
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FELTNER, PAT O. &
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PUFFINBURGER, PAUL R.
T.M. 65-A-66
FEATHERS, VICKY LYNN &
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SPEAKMAN, DONALD R. &
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CATHY M. MALICK C/O
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EFG INVESTMENTS LLC
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HENRIQUEZ MAJANO JOSE F., ETALS
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123 RENTALS LLC T.M. 65D-2-6
123 RENTALS LLC
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TAYLOR, MICKEY W. & TAYLOR, LISA A.
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US HOME CORPORATION
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INST# 20 0008114
ZONE: RP
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EFG INVESTMENTS LLC
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943.1545.5347.23GAR=FF= 50.12BF= 39.97W/O48.30GAR=FF= 50.81BF= 40.66W/O48.99GAR=FF= 50.31BF= 40.16W/O48.49GAR=
FF= 15.93
BF= 05.78
Buried
14.11GAR=FF= 49.17SLAB48.67GAR=FF= 49.29SLAB48.79GAR=FF= 49.37SLAB48.87GAR=FF= 49.68BF= 39.53Buried47.86GAR=FF= 46
.98BF= 36
.83Bur
ied45.16
F
F
=
4
1
.
8
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3
1
.
6
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r
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d
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9
.
9
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F
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F
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u
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F
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B
u
r
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31
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29
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27
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L
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26
.
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R
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=
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A
B
27.
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=
FF=
3
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.
3
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B
29.8
0
GAR=
FF= 32.6
0
SLAB
32.10
FF= 32.60
SLAB
32.10
GAR=
FF= 30.82
BF= 20.57
Buried
29.00
GAR=
FF= 24.62
BF= 14.47
Buried
22.80
GAR=
FF= 19.32
BF= 9.17
Buried
17.50
GAR=GAR=
F
F
=
2
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=
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u
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d
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4
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GAR=FF= 23
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c
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F
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.
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=
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4
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c
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9
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c
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9
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5
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7
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Arcadia EU
FF= 33.37
Arcadia IU
FF= 32.70
REV REV
Arcadia IU
FF= 32.03
REV
Arcadia IU
FF= 31.37
REV
Arcadia IU
FF= 30.70
REV
Arcadia EU
FF= 28.70Arcadia IU
FF= 30.03
REV
Arcadia IU
FF= 29.37
REV
F
F
=
4
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4
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=
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8
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2
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F
=
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8
8
GAR=
FF= 56.73
BF= 46.58
Buried
54.91 GAR=
FF= 57.02
BF= 46.87
Buried
55.20
GAR=
FF= 56.8
1
BF= 46.6
6
Buried
54.99
GAR=
FF= 5
4
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0
9
BF= 4
3
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9
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Buried
52.27
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R
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5
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7
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Buri
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R
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BF
=
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Bur
i
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45.
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9
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A
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=
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Bu
r
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d
42
.
4
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G
A
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F
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B
u
r
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d
39
.
2
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A
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=
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F
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r
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GAR
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F
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u
r
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7
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GAR=
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F
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u
r
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=
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7
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r
i
e
d
2
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0
3
GAR=
FF= 47.19
SLAB
46.69 GAR=
FF= 50.20
SLAB
49.70
GAR=
FF= 53.40
SLAB
52.90
GAR=
FF= 55.74
SLAB
55.24 GAR=
FF= 56.78
SLAB
56.28
FF= 58.32
BF=48.17
Buried
56.50
GAR=
FF= 57.84
BF= 47.69
Buried
56.02
GAR=
FF= 56
.
6
9
BF= 46
.
5
4
W/O
54.87
GAR=
FF=
5
3
.
7
8
BF=
4
3
.
6
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W/O
51.96
GAR
=
FF=
5
0
.
0
1
BF=
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.
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=
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BF
=
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2
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=
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R
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=
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40
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A
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F
=
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9
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W
/
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3
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2
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G
A
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=
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R
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=
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=
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=
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2
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.
6
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.
4
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2
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.
7
9GAR=FF= 24
.82BF= 14
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.11BF= 10
.96W/O19.29GAR=FF= 17.61BF= 07.46W/O15.79GAR=FF= 15.21BF= 05.06W/O13.39GAR=GAR=GAR=GAR=GAR=FF=45.81BF= 35.66W/O43.99GAR=FF= 50.38BF= 40.23W/OFF= 51.32BF= 41.17W/O49.50GAR=GA
R
=GAR
=GA
R
=
G
A
R
=FF= 29.82BF= 19.67W/O28.00GAR=FF= 26.32BF= 16.17W/O24.50GAR=GAR=
FF= 45.7
7
BF= 35.6
2
Buried
43.95GAR=FF= 42.60BF= 32.45Buried40.7848.56GAR=GAR=GAR=GAR=GAR=GAR=GAR=GAR=GAR=GAR=GAR=GAR=FF= 45.01BF= 34.86W/O43.194.9%GAR=5.6%
8.5%
2.7
%8.1%8.2%8.3%8.2%8.2%8.3%7.9%8.1%8.4%6.2%2.9%3.1%3.1%4.7%5.2%5.8%4.2%
6.5%6.6%7.6%6.4%4.1%4.1%3.9%3.8%4.2%3.8%3.8%6.9%5.5%5.6%6.2%
8.8%
8.2%
8.2%
7.5%
7.2%
7.9%8.1%8.5%8.5%8.6%8.2%8.1%7.3%6.0%6.8%6.6%5.4%6.9%8.3%
8.0%
7.2%
2.8%
2.8%
2.7%
3.3%
3.5%3.8%3.5%3.4%3.5%2.9%3.2%2.5%2.7%2.1%3.2%4.2%2.7%6.7%7.3%7.9%7.0%7.5%6.7%4.8%5.1%5.8%6.6%5.7%4.3%3.5%2.6%3.0%4.5%3.1%4.0%2.7%3.6%2.5%3.5%4.9%3.3%4.7%3.2%5.5%4.6%3.7%3.1%2.9%2.3%1.7%4.3%3.6%3.4%3.7%4.7%5.4%6.1%5.7%4.20%
5.4%
3.1%
3.4%
3.6%
7.3%
7.0%
GAR=
FF= 15.77
BF= 05.62
W/O
13.954.0%3.2%
3.0%
F
F
=
4
6
.
4
2
B
F
=
3
6
.
2
7W/O
4
4
.
6
0
F
F
=
4
3
.
5
9
B
F
=
3
3
.
4
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4
1
.
7
7
F
F
=
3
9
.
4
9
B
F
=
2
9
.
3
4W/O
3
7
.
6
7
F
F
=
3
6
.
5
2
B
F
=
2
6
.
3
7W/O
3
4
.
7
0
F
F
=
3
2
.
3
2
B
F
=
2
2
.
1
7
W
/
O
G
A
R
=FF= 3
2
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2
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02.3%6.2%6.9%6.1%5.4%
6.8%FF= 43.80SLAB45.17FF= 46.50SLABFF= 44.80SLABFF= 45.67SLAB44.3043.3046.00FF= 47.82SLAB47.32FF= 49.29SLAB48.79FF= 50.19Slab49.69FF= 49.29Slab48.79FF= 49.46BF= 39.31Buried47.64FF= 47.97BF= 37.82Buried46.15FF= 46.38BF= 36.23Buried44.56FF= 45.01BF= 34.86Buried43.197.4%
7.2%
6.5%
7.0%
7.2%
8.0%
8.4%
8.3%
8.3%
8.1%
7.8%
7.9%FF= 44.48BF= 34.33W/O
7.5%
3.00%42.66FF= 44.97BF= 34.82Buried43.156.0%GA
R
=
3
0
.
5
0
6' DI
A
M
M
H
RETAINING
WALL W/
HANDRAIL
RETAINING
WALL W/
HANDRAIL
28.20
GAR=
28.87
GAR=
29.53
GAR=
30.20
GAR=
30.87
GAR=31.53
GAR=32.20
GAR=32.87
GAR=
36
.
6
0
G
A
R
=
35
.
9
3
G
A
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=
3
5
.
2
7
G
A
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=
34
.
6
0
G
A
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=
3
3
.
9
3
G
A
R
=
33
.
2
7
G
A
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=
8' SAFET
Y
B
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N
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H
@
5
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38
.
0
7
G
A
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=
3
8
.
0
7
G
A
R
=
3
8
.
7
4
G
A
R
=
3
8
.
7
4
G
A
R
=
39
.
4
0
G
A
R
=
3
9
.
4
0
G
A
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=7.2%3.9%Ty
n
d
a
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-
I
U
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V
F
F
=
4
3
.
1
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3
6
.
0
5
G
A
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=
3
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.
7
2
G
A
R
=
37
.
3
8
G
A
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=
38
.
0
5
G
A
R
=
38
.
7
2
G
A
R
=
39
.
3
8
G
A
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=
39
.
3
8
G
A
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=
3
9
.
9
7
G
A
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=
3
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9
7
G
A
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=
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6
3
G
A
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=
41
.
3
0
G
A
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=
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.
9
7
G
A
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=
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.
9
7
G
A
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=
42
.
6
4
G
A
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=
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A
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=
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6206306386424590644151 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, WVSDP NUMBER: #01-22OVERALL GRADING PLANRev. No.Date
08 02-21-2022SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1" = 80'
18A
03-09-2021
INT
21-05
88
3924L
S
H
E
E
T
2
4SHEET 23SHE
E
T
2
3
SHE
E
T
2
2
SHEET 21 SHEET 20
SHEET 19SHEET 18
NOTES:
1.EXTEND DOWNSPOUT LEADER TO DRAIN TO STREET FOR LOTS 110-124
AND 144-147 FOR SWM PURPOSES.
2.ALL 2H:1V FILL SLOPES TO BE REINFORCED WITH BIAXIAL GEOGRID
(TENSAR BX1120 OR APPROVED EQUIVALENT) SPACE 2-FEET VERTICALLY.
3.PERMANENT TURF REINFORCEMENT MATS (TRMs) SHALL BE USED ON ALL
2H:1V SLOPES TO PREVENT EROSION.
4.SOIL STABILIZATION BLANKETS & MATTING SHALL BE INSTALLED ON ALL
SLOPES GREATER THAN 3H;1V TO PREVENT EROSION.
T.M. 65-A-50
ATKINS , MAURICE M. &
SHERRY L
DB. 582 PG. 756
T.M. 65-A-54
RUBLE, RANDY LEE &
MARY F.
T.M. 65B-7-10
RUBLE, RANDY LEE &
MARY F.
T.M. 65-A-57
KAPLN, JOSHUA A.
T.M. 65-A-56
GRANADOS, MEMBRENO
JOSE MARBIN
T.M. 65D-1-1
HENRIQUEZ MAJANO JOSE F., ETALS T.M. 65D-2-4
FELTNER, JEFFREY III
T.M. 65D-2-5
123 RENTALS LLC T.M. 65D-2-6
123 RENTALS LLC
T.M. 65D-2-7
ENDICOTT, KAITLYN
T.M. 65D-2-8
TAYLOR, MICKEY W. & TAYLOR, LISA A.
T.M. 65D-2-9
JENNINGS INVESTMENTS LLC
T.M. 65D-2-10A
GLENMONT VILLAGE ASSOCIATION
D.B. 614 PG. 802
T.M. 65-A-55
US HOME CORPORATION
55.24 AC
INST# 20 0008114
ZONE: RP
T.M. 65-A-56
GRANADOS, MEMBRENO
JOSE MARBIN LEHIGH DR.ROSSUM LN.THORNTON WAYLEHIGH DR.7+008+009+0010+0011+0012+00
13+00 14+00 15+00
16+00
17+00
1+002+003+004+007
+
0
0LOT 123LOT 36LOT 38
LOT 10
LOT 9LOT 4
LOT 3LOT 1LOT 125LOT 126LOT 127LOT 31
LOT 32
LOT 33
LOT 34LOT 124LOT 35LOT 122LOT 121LOT 37LOT 120LOT 119LOT 39
LOT 8LOT 7LOT 6LOT 5
LOT 2
LOT 128LOT 129L
O
T
7
5
L
O
T
7
6
L
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T
7
7
L
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7
8
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9
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.
(
P
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A
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)
7
+
7
1
.
8
90+00TUNNEL PLAYGROUND
SET
SWING SET
COMPOSITE
C
DOWNSPOUT
LEADER (TYP)
DOWNSPOUT
LEADER (TYP)18+37.7819+002
0
+
0
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718+32.93COMPOSITE B
COMPOSITE B
COMPOSITE B COMPOSITE BCOMPOSITE B"A""A"
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8.8%
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3.3%4.5%3.1%4.0%2.7%FF= 43.80SLAB45.17FF= 46.50SLABFF= 44.80SLABFF= 45.67SLAB44.3043.3046.00FF= 47.82SLAB47.3248.797.4%
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0 6424590644151 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, WVSDP NUMBER: #01-22GRADING PLANRev. No.Date
08 02-21-2022SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1" = 30'
18
03-09-2021
INT
21-05
88
3924L
MATCH LINE SHEET 24MATCH LINE SHEET 21 MATCH LINE SHEET 21 MATCH LINE SHEET 19MATCH LINE SHEET 19NOTES:
1.EXTEND DOWNSPOUT LEADER TO DRAIN TO STREET FOR LOTS 110-124
AND 144-147 FOR SWM PURPOSES.
2.ALL 2H:1V FILL SLOPES TO BE REINFORCED WITH BIAXIAL GEOGRID
(TENSAR BX1120 OR APPROVED EQUIVALENT) SPACE 2-FEET VERTICALLY.
3.PERMANENT TURF REINFORCEMENT MATS (TRMs) SHALL BE USED ON ALL
2H:1V SLOPES TO PREVENT EROSION.
4.SOIL STABILIZATION BLANKETS & MATTING SHALL BE INSTALLED ON ALL
SLOPES GREATER THAN 3H;1V TO PREVENT EROSION.
T.M. 65D-1-3-37A
GLENMONT VILLAGE ASSOCIATION
D.B. 583 PG. 137
T.M. 65D-3-4-59A
GLENMONT VILLAGE ASSOCIATION
D.B. 614 PG. 802
T.M. 65D-3-4-53
WAMPLER, JORDAN K. &
PORTER, MAKAYLA A.
T.M. 65D-3-4-54
MCDONALD R G PROPERTIES LC
D.B. 966 PG. 1528
T.M. 65D-4-5-71
HOLTHAUS, CHRISTOPHER W. &
MARTINEZ, GABRIELA
T.M. 65D-5-6-76
MCKEE, RICHARD VAUGHN
& MCKEE, DAWN
T.M. 65D-5-6-77
KAWSAR, AFLATOON
T.M. 65D-5-6-78
STUIT, DANA R. & STUIT THERESA L.
T.M. 65D-5-6-79
STOUPA, MICHAEL,
& STOUPA, ASHLEY
T.M. 65D-5-6-80
TIFFANY, KEITH OLIVER
FRAS
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2 151 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, WVSDP NUMBER: #01-22GRADING PLANRev. No.Date
08 02-21-2022SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1" = 30'
19
03-09-2021
INT
21-05
88
3924L
MAT
C
H
LI
N
E
S
H
E
E
T
23MATCH LINE SHEET 18MA
T
C
H
L
I
N
E
S
H
E
E
T
1
8
NOTES:
1.EXTEND DOWNSPOUT LEADER TO DRAIN TO STREET FOR LOTS 110-124
AND 144-147 FOR SWM PURPOSES.
2.ALL 2H:1V FILL SLOPES TO BE REINFORCED WITH BIAXIAL GEOGRID
(TENSAR BX1120 OR APPROVED EQUIVALENT) SPACE 2-FEET VERTICALLY.
3.PERMANENT TURF REINFORCEMENT MATS (TRMs) SHALL BE USED ON ALL
2H:1V SLOPES TO PREVENT EROSION.
4.SOIL STABILIZATION BLANKETS & MATTING SHALL BE INSTALLED ON ALL
SLOPES GREATER THAN 3H;1V TO PREVENT EROSION.
55.24 AC
INST# 20 0008114
ZONE: RP
T.M. 65-A-72
EFG INVESTMENTS LLC
DB. 955 PG. 724
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE D
R
A
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N
S
T
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WATERWAYS
T
H
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R
N
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A
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LEHIGH DR.2
5
+
0
0
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0
0
27+0028+0029+0030+007
+
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0
8
+
0
0
9
+
0
0
10
+
0
0
11+0
0
12+00
13+00
14+00 15+00
16+00
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1+00
2+00
3+00
4
+
0
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+
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L
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1
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L
O
T
4
3
LO
T
4
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LOT
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9
LOT 10
8
LOT 47
LOT 48
LOT 50 LOT 99LOT 98LOT 97LOT 96LOT
95
LOT 56LOT 57LOT 58LOT 59LOT 60
LOT 61 LOT 55
LOT 53LOT
5
4
LOT
2
2
LO
T
4
0
L
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L
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L
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LOT 49
LOT 51
LOT 52
LOT 107
LOT 106
LOT 105
LOT 104
LOT 103
LOT 62
L
O
T
6
3
L
O
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6
4
L
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6
6
L
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L
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.
TYE
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(PR
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5+59.
8
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16+50.56
TUNNEL
PLAYGROUND
SET
SWING SET
HANDRAIL
(VDOT HR-1)
OR EQUAL
DOWNSPOUT
LEADER (TYP)
DOWNSPOUT
LEADER (TYP)
CLASS 1A
(10X5) RIP
RAP
COMPOSITE D
COMPOSITE D
COMPOSITE D
LEXINGTON
#
1
1
0
5
COMPOSITE C
HANDRAIL
(VDOT HR-1)
COMPOSITE C COMPOSITE C
"J"
"J"
"K"
"K"
"L"
"L"
"M"
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2:1
2:12:12:13:12:1R
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-
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GAR=
FF= 20.01
BF= 09.86
W/O
18.19
GAR=
FF= 25.21
BF= 15.06
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23.39
GAR=
FF= 30.04
BF= 19.89
W/O
28.22
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BF= 22.74
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FF= 33.
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29.89
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Buried
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32.10
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BF= 20.57
Buried
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GAR=
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BF= 14.47
Buried
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BF= 9.17
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REV REV
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REV
Arcadia IU
FF= 31.37
REV
Arcadia IU
FF= 30.70
REV
Arcadia EU
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FF= 30.03
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REV
F
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5.4%
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GAR=
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BF= 05.62
W/O
13.954.0%6' DI
A
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28.20
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28.87
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29.53
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GAR=32.87
GAR=
3
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29 93 151 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, WVSDP NUMBER: #01-22GRADING PLANRev. No.Date
08 02-21-2022SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1" = 30'
20
03-09-2021
INT
21-05
88
3924L
MATCH LINE SHEET 18
MATCH LINE SHEET 21MATCH LINE SHEET 21MA
T
C
H
L
I
N
E
S
H
E
E
T
2
4
NOTES:
1.EXTEND DOWNSPOUT LEADER TO DRAIN TO STREET FOR LOTS 110-124
AND 144-147 FOR SWM PURPOSES.
2.ALL 2H:1V FILL SLOPES TO BE REINFORCED WITH BIAXIAL GEOGRID
(TENSAR BX1120 OR APPROVED EQUIVALENT) SPACE 2-FEET VERTICALLY.
3.PERMANENT TURF REINFORCEMENT MATS (TRMs) SHALL BE USED ON ALL
2H:1V SLOPES TO PREVENT EROSION.
4.SOIL STABILIZATION BLANKETS & MATTING SHALL BE INSTALLED ON ALL
SLOPES GREATER THAN 3H;1V TO PREVENT EROSION.
T.M. 65-A-56
GRANADOS, MEMBRENO
JOSE MARBIN
T.M. 65-A-60
LAFOND, DANIEL P. &
JENIFER
T.M. 65-A-62
ROLES, DONALD L.
T.M. 65-A-63
FELTNER, PAT O. &
PAMELA H.
T.M. 65-A-70
PUFFINBURGER, PAUL R.
T.M. 65-A-66
FEATHERS, VICKY LYNN &
RICHARD A.
DB. 957 PG. 979
T.M. 65-A-65
SPEAKMAN, DONALD R. &
KAREN M.
T.M. 65-A-71
CATHY M. MALICK C/O
CAPON VALLEY BANK /
LOAN DEPARTMENT
T.M. 65-A-72
EFG INVESTMENTS LLC
DB. 955 PG. 724LEHIGH DR.MENASHA CT
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8.4%
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3
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2
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9
6390330503415 3
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INV
20 60
INV3020INV2344INV
41 01
40 36
29 44
33 88
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31 86
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46874810400049044760240423 30 23644
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45 71
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41273366408441194353415033 20
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42 73
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6
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27 64
270925 81
27 70
27 50
27 30
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27 20
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23 60
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620630638151 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, WVSDP NUMBER: #01-22GRADING PLANRev. No.Date
08 02-21-2022SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1" = 30'
21
03-09-2021
INT
21-05
88
3924L
MATCH LINE SHEET 18
MATCH LINE SHEET 20MATCH LINE SHEET 20NOTES:
1.EXTEND DOWNSPOUT LEADER TO DRAIN TO STREET FOR LOTS 110-124
AND 144-147 FOR SWM PURPOSES.
2.ALL 2H:1V FILL SLOPES TO BE REINFORCED WITH BIAXIAL GEOGRID
(TENSAR BX1120 OR APPROVED EQUIVALENT) SPACE 2-FEET VERTICALLY.
3.PERMANENT TURF REINFORCEMENT MATS (TRMs) SHALL BE USED ON ALL
2H:1V SLOPES TO PREVENT EROSION.
4.SOIL STABILIZATION BLANKETS & MATTING SHALL BE INSTALLED ON ALL
SLOPES GREATER THAN 3H:1V TO PREVENT EROSION.
T.M. 65-A-49B
US
H
O
ME
C
O
RP
O
RATI
O
N
18.59 AC
INST# 22 0001195ZONE:
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BF= 22.74GAR=FF= 15.93BF= 05.78Buried14.11FF= 24.62BF= 14.47
Buried
22.80GAR=FF= 19.32BF= 9.17Buried17.50GAR=GA
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22
67 151 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, WVSDP NUMBER: #01-22GRADING PLANRev. No.Date
08 02-21-2022SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1" = 30'
22
03-09-2021
INT
21-05
88
3924LMATCH LINE SHEET 23MATCH
L
INE
SHEET
20
NOTES:
1.EXTEND DOWNSPOUT LEADER TO DRAIN TO STREET FOR LOTS 110-124
AND 144-147 FOR SWM PURPOSES.
2.ALL 2H:1V FILL SLOPES TO BE REINFORCED WITH BIAXIAL GEOGRID
(TENSAR BX1120 OR APPROVED EQUIVALENT) SPACE 2-FEET VERTICALLY.
3.PERMANENT TURF REINFORCEMENT MATS (TRMs) SHALL BE USED ON ALL
2H:1V SLOPES TO PREVENT EROSION.
4.SOIL STABILIZATION BLANKETS & MATTING SHALL BE INSTALLED ON ALL
SLOPES GREATER THAN 3H;1V TO PREVENT EROSION.
T.
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T.M. 65D-5-6-82
PIERCE, JUSTIN
T.M. 65D-5-6-96
ALSBERRY, FRANK E.
& ALSBERRY, SUSAN L.
T.M. 65D-5-6-97
FRANTZ, DEBOR
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"N"2:12:1GAR=FF= 27.22BF= 17.07Buried25.40GAR=FF= 23.32BF= 13.17Buried21.50FF= 32.20BF= 22.05GAR=FF= 29.85BF= 19.70Buried28.03FF= 32.31BF= 22.16FF= 29.85BF= 19.70W/O28.03GAR=FF= 26.61BF= 16.46W/O24.79GAR=FF= 24.82BF= 14.67W/O23.00GAR=6.6%7.6%4.20%
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618
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21042550142054276023472550151 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, WVSDP NUMBER: #01-22GRADING PLANRev. No.Date
08 02-21-2022SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1" = 30'
23
03-09-2021
INT
21-05
88
3924L
MATCH LINE SHEET 19
MATCH LINE SHEET 24MATCH LINE SHEET 22
NOTES:
1.EXTEND DOWNSPOUT LEADER TO DRAIN TO STREET FOR LOTS 110-124
AND 144-147 FOR SWM PURPOSES.
2.ALL 2H:1V FILL SLOPES TO BE REINFORCED WITH BIAXIAL GEOGRID
(TENSAR BX1120 OR APPROVED EQUIVALENT) SPACE 2-FEET VERTICALLY.
3.PERMANENT TURF REINFORCEMENT MATS (TRMs) SHALL BE USED ON ALL
2H:1V SLOPES TO PREVENT EROSION.
4.SOIL STABILIZATION BLANKETS & MATTING SHALL BE INSTALLED ON ALL
SLOPES GREATER THAN 3H;1V TO PREVENT EROSION.
T.M. 65-A-55
US
H
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ME
C
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RP
O
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55.24 AC
INST# 20 0008114ZONE:
RP
THORNTON WAY
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17+0
0
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
3+
0
0
4+0
0
5+00
6+00 7+00 8+00 9+00
10+00
11+00
12+0
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4+005+006+007+00
LOT 26
LO
T
3
6
LO
T
3
8
LOT 43
LOT 46
LOT 1
0
9
LOT
1
0
8
LOT
4
7
LOT
4
8
LOT 95LOT
1
0
LOT 56LOT 57LOT 58LOT 59LOT 60LOT 61
LOT 152
LOT 55
LOT 54
LOT 22
LOT 23
LOT 24
LOT 25
LOT 27
LOT 28
LOT 29
LOT 3
0
LOT
3
1
LOT
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2
L
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3
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LO
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9
LOT 3
9
LOT
1
1
8
LOT 40
LOT 41
LOT 42 LOT 44
LOT 45
LOT 110
LOT
4
9
LOT 1
07LOT 62
LOT 63LOT 64
LOT 66LOT 67LOT 68LOT 69LOT 70LOT 71LOT 72LOT 73LOT 74
LOT 75
LOT 76LOT 77LOT 78LOT 79
LOT 80
LOT 81 LOT 82
LOT 83 LOT 84 LOT 85 LOT 86 LOT 88 LOT 89 LOT 90 LOT 91 LOT 92 LOT 93 LOT 94
LOT 65
RECREATION AREA
RECREATION AREA
TYE CT
.
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"K""K""L""L""M""M""N""N"3:1Arcadia EU
FF= 42.40
Arcadia IU
FF= 41.74
REV REV
Tyndale-EU
REV
Tyndale-EU
Tyndale-IU
REV
Tyndale-IU
REV Tyndale-IU
REV
Tyndale-IU
REV Tyndale-IU
REV
Tyndale-EU
REV
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REV Tyndale-IU
REV
Tyndale-IU
REV Tyndale-IU
REV
Tyndale-IU
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GAR=FF= 32.89BF= 22.74W/O31.07GAR=
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BF= 2
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1
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GAR=
FF= 31.
7
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BF= 21.
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27.95
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FF= 37.11
BF= 26.96
Buried
35.29
FF= 33.15
BF= 23.00
Buried
31.33
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GAR=
FF= 30.91
BF= 20.76
Buried
29.09
GAR=
FF= 28.96
BF= 18.81
Buried
27.14
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FF= 26.57
SLAB
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GAR=GAR=
FF= 27.77
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GAR=
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Buried
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Buried
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GAR=
FF= 27.
2
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BF= 17.
0
7
Buried
25.40
Arcadia IU
FF= 41.74
REV
Arcadia IU
FF= 41.07
REV
Arcadia IU
FF= 41.07
REV
Arcadia EU
FF= 40.40 Arcadia EU
FF= 39.90
Arcadia IU
FF= 39.90
REV REV
Arcadia IU
FF= 39.24
REV
Arcadia IU
FF= 39.24
REV
Arcadia IU
FF= 38.57
REV
Arcadia EU
FF= 38.57 Arcadia EU
FF= 37.10
Arcadia IU
FF= 36.43
REV
REV
Arcadia IU
FF= 35.77
REV
Arcadia IU
FF= 35.10
REV
Arcadia IU
FF= 34.43
REV
Arcadia EU
FF= 33.77 Arcadia EU
FF= 33.37Arcadia IU
FF= 32.70REV
REV
Arcadia IU
FF= 32.03REV Arcadia IUFF= 31.37REVArcadia IU
FF= 30.70REV Arcadia EU
FF= 28.70Arcadia IU
FF= 30.03REV Arcadia IU
FF= 29.37REV
FF= 42.47 FF= 41.13 FF= 40.47 FF= 40.47FF= 41.80FF= 42.47FF= 43.14 FF= 39.88 FF= 37.88 FF= 37.22 FF= 36.55FF= 38.55FF= 39.22FF= 39.88
FF= 56.73BF= 46.58BuriedGAR=
FF= 57.02
BF= 46.87
Buried55.20GAR=
FF= 5
6.
8
1
BF= 4
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d
54.99
GAR=
FF= 5
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9
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Buried
52.27
GAR=
FF= 50.9
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BF= 40.7
6
Buried
49.09
GAR=
FF= 47.71
BF= 37.56
Buried
45.89
GAR=
FF= 44.31
BF= 34.16
Buried
42.49
GAR=
FF= 41.11
BF= 30.96
Buried
39.29 GAR=
FF= 37.91
BF= 27.76
Buried
36.09
GAR=
FF= 34.6
0
BF= 24.4
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Buried
32.78
GAR=
FF= 32.
2
0
BF= 22.
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30.38
GAR=
FF= 29.
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BF= 19.
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Buried
28.03
FF= 5
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56.02GAR=
54.87GAR=
51.96
FF= 26
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BF= 1
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24.79
GAR=
8
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5
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.
6%2.7%3.3%3.5%3.8%3.5%3.4%3.5%2.9%3.2%2.5%2.7%2.1%3.2%4.2%2
.
7%7.9%7.0%7.5%6.7%4.8%5.1%5.8%6.6%5.7%4.3%3.5%2.6%3.0%4.5%3.1%4.0%2.7%3.6%2.5%3.5%4.9%3.3%4.7%3.2%5.5%4.6%3.7%3.1%2.9%2.3%1.7%4
.
3%
3
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28.20GAR=28.87GAR=29.53GAR=30.20GAR=30.87GAR=31.53GAR=32.20GAR=32.87GAR=
36.60
GAR=
35.93
GAR=
35.27
GAR=34.60
GAR=
33.93
GAR=33.27
GAR=
38.07
GAR=
38.07
GAR=38.74
GAR=
38.74
GAR=
39.40
GAR=
39.40
GAR=7.2%3.9%Tyndale-IU
REV
FF= 43.14
36.05
GAR=36.72
GAR=
37.38
GAR=38.05
GAR=
38.72
GAR=39.38
GAR=
39.38
GAR=39.97
GAR=
39.97
GAR=40.63
GAR=
41.30
GAR=41.97
GAR=
41.97
GAR=42.64
GAR=
42.64
GAR=
41.90
GAR=41.24
GAR=
41.24
GAR=
40.57
GAR=
40.57
GAR=39.90
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40 93
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41 20
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41 80
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27 04
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27862993151 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, WVSDP NUMBER: #01-22GRADING PLANRev. No.Date
08 02-21-2022SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1" = 30'
24
03-09-2021
INT
21-05
88
3924LMATCH
L
INE
SHEE
T
1
8
MATCH LINE SHEET 18MATCH
L
INE
SHEE
T
1
9
MAT
C
H LI
N
E
S
H
E
ET 19MATCH LINE SHEET 20
MAT
C
H
L
I
N
E
S
H
E
E
T
23
NOTES:
1.EXTEND DOWNSPOUT LEADER TO DRAIN TO STREET FOR LOTS 110-124
AND 144-147 FOR SWM PURPOSES.
2.ALL 2H:1V FILL SLOPES TO BE REINFORCED WITH BIAXIAL GEOGRID
(TENSAR BX1120 OR APPROVED EQUIVALENT) SPACE 2-FEET VERTICALLY.
3.PERMANENT TURF REINFORCEMENT MATS (TRMs) SHALL BE USED ON ALL
2H:1V SLOPES TO PREVENT EROSION.
4.SOIL STABILIZATION BLANKETS & MATTING SHALL BE INSTALLED ON ALL
SLOPES GREATER THAN 3H;1V TO PREVENT EROSION.
LEHIGH DR.ROSSUM LN.THORNTON WAYLEHIGH DR.7+008+009+0010+0011+0012+00
13+00 14+00 15+00
16+00
17+00
1+002+003+004+007
+
0
0LOT 123LOT 36LOT 38
LOT 10
LOT 9LOT 4
LOT 3LOT 1LOT 125LOT 12620' FREDERICK
WATER ESMT.
FREDERICK WATER
ESMT.
FREDERICK
WATER ESMT.LOT 127LOT 31
LOT 32
LOT 33
LOT 34LOT 124LOT 35LOT 122LOT 121LOT 37LOT 120LOT 119LOT 39
LOT 8LOT 7LOT 6LOT 5
LOT 2
LOT 128LOT 129L
O
T
7
5
L
O
T
7
6
L
O
T
7
7
L
O
T
7
8
L
O
T
7
9
L
O
T
8
0
R
E
C
R
E
A
T
I
O
N
A
R
E
A
T
Y
E
C
T
.
20' FREDERICK
WATER ESMT.
20' STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
25' STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
FREDERICK WATER ESMT.
EX FW PS-TO BE
DEMOLISHED
SEE NOTES ON
SHEET 25
(
P
R
I
V
A
T
E
)
35' RIPARIAN
BUFFER
STORM
DRAINAGE
ESM'T
7
+
7
1
.
8
90+00STORM
DRAINAGE
ESM'T
TUNNEL PLAYGROUND
SET
SWING SET
COMPOSITE
C
STORM
DRAINAGE
ESM'T
FREDERICK WATER
ESMT.
FREDERICK WATER
ESMT.
STORM
DRAINAGE
ESM'T
DOWNSPOUT
LEADER (TYP)
DOWNSPOUT
LEADER (TYP)18+37.7819+002
0
+
0
0
21
+
0
0
21
+
6
7
.
5
718+32.93COMPOSITE B
COMPOSITE B
COMPOSITE B COMPOSITE BCOMPOSITE BTIE TO EXTENSION
SHOWN IN ROSSUM
LANE PIP
TEE, 3 GV's
45° BEND
TIE TO EXISTING
TEE, 3 GV's
TEE, 3 GV's
TEE, GV
TEE, 3 GV's
TEE
,
G
V
,
22.5
°
B
E
N
D
45°
B
E
N
D
TEE, GV
TEE, GV
2, 45°
BENDS
11.25°
BEND
SEE ROSSUM LN PIP
FOR CONTINUATION
FH
FH
FH
FH
8" W/L-A0+001+002
+
0
0
2
+
7
4
.
7
3
8" W/L-C
8" W/L-C
8" W/L-C
7+008+009+0010+0011+
0
0
12+00
13+00 14+00 15+00
16+00
17+00
8" W/
L-
B
0+00
1+0
0
1+2
5.
2
3 0+001+002+003+004+005+000+00
1+00
2+00
3+00
8" W/L-E
8" W/L-E
8" W
/
L
-
F
8" W
/
L
-
F0+001+002
+
0
0
3
+
0
0
4+005+006+007+00EXISTING WATER
MAIN SHALL BE
RESTRAINED TO
CURRENT
REQUIREMENTS30'30' ROW PER
DB 206 PG. 459
SAN LAT
(TYP)
SAN LAT
(TYP)
SAN LAT
(TYP)
SAN LAT
(TYP)
SAN LAT
(TYP)
DEMO
POWER
POLE
WM (TYP)
WM (TYP)
DEMO
POWER
POLE
WM (TYP)
AIR
RELEASE
VAVLE
WM (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, WVSDP NUMBER: #01-22
Rev. No.Date
08 02-21-2022
1"=30'
25
03-09-2021
INT
21-05
88
3924L
MATCH LINE SHEET 24MATCH LINE SHEET 28 MATCH LINE SHEET 28 MATCH LINE SHEET 26SANITARY SEWER PUMP STATION DEMOLITION AND BY-PASS PUMPING NOTES:
1.PREPARE A BRIEF PUMP STATION DEMOLITION AND PUMP AROUND PLAN AS WELL AS
COORDINATION OF NEW WORK ACCEPTANCE PRIOR TO PUMP STATION DEMOLITION.
2.COORDINATE A MEETING WITH THE FREDERICK WATER INSPECTOR AT COMMENCEMENT OF
LAND DISTURBANCE AND ALSO AT LEAST (7) WORKING DAYS PRIOR TO PUMP STATION
DEMOLITION AND BY-PASS PUMPING TASK.
3.SUPPLY NECESSARY LABOR, EQUIPMENT AND MATERIALS TO FREDERICK WATER INSPECTOR'S
REQUIREMENTS.
4.HAVE SUFFICIENT RESOURCES ON-SITE TO ACCOMPLISH TASKS PER FREDERICK WATER
INSPECTOR'S REQUIREMENTS.
5.PROVIDE SALVAGED MATERIALS TO FREDERICK WATER INSPECTOR.
6.RESHAPE INVERT AND SEAL NEW PIPE CONNECTION TO MANHOLE.
7.DEMOLISH EXISTING WET WELL AND ASSOCIATED PUMP STATION COMPONENTS TO 12"
MINIMUM BELOW INVERT OF NEW SEWER LINE.
8.PLACE COMPACTED CLEAN STONE FILL WITHIN WET WELL TO SUBGRADE OF NEW SEWER LINE.
9.PERFORM ALL WORK PER FREDERICK WATER'S INSPECTOR'S REQUIREMENTS.
NOTES:
1.EXTEND DOWNSPOUT LEADER TO DRAIN TO STREET
FOR LOTS 110-124 AND 144-147 FOR SWM PURPOSES.
T.M. 65D-1-3-37A
GLENMONT VILLAGE ASSOCIATION
D.B. 583 PG. 137
T.M. 65D-3-4-59A
GLENMONT VILLAGE ASSOCIATION
D.B. 614 PG. 802
T.M. 65D-3-4-53
WAMPLER, JORDAN K. &
PORTER, MAKAYLA A.
T.M. 65D-3-4-54
MCDONALD R G PROPERTIES LC
D.B. 966 PG. 1528
T.M. 65D-4-5-71
HOLTHAUS, CHRISTOPHER W. &
MARTINEZ, GABRIELA
T.M. 65D-5-6-76
MCKEE, RICHARD VAUGHN
& MCKEE, DAWN
T.M. 65D-5-6-77
KAWSAR, AFLATOON
T.M. 65D-5-6-78
STUIT, DANA R. & STUIT THERESA L.
T.M. 65D-5-6-79
STOUPA, MICHAEL,
& STOUPA, ASHLEY
T.M. 65D-5-6-80
TIFFANY, KEITH OLIVER
FRAS
E,
J
E
R
R
Y
R
O
G
E
R
T
R
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S
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E
E
FRAS
E,
P
A
T
RI
CI
A
J.
T
R
U
S
T
E
E
NYLOPLAST
DUCTILE IRONDO NOT POLLUT
E
D
R
A
INS TO WATE
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLU
T
E
D
R
A
I
N
S
T
O
W
ATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DR
A
I
N
S
T
O
W
A
T
E
R
W
AYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE
D
R
A
I
N
S
T
O WATERWA
Y
S
LEHIGH
DR
.
HOP
KI
N
S
W
A
Y
18+0
0
19+
0
0
20
+
0
0
2
1
+
0
0
2
2
+
0
0
2
3
+
0
0
2
4
+
0
0 1+002+003+00
4+00
6
+
0
0
7
+
0
0
L
O
T
2
6
LOT 21
LOT
2
0
LOT
1
9
LO
T
1
8
LO
T
1
7
L
O
T
1
6
L
O
T
1
5
LO
T
1
4
LO
T
1
3
LOT
1
2
LOT 1
1
LOT 10
L
O
T
1
5
2
LOT
2
3
LO
T
2
4
LO
T
2
5
L
O
T
2
7
LO
T
2
8
LO
T
2
9
LOT
3
0
L
O
T
7
5
L
O
T
7
6
L
O
T
8
1
L
O
T
8
2
L
O
T
8
3
L
O
T
8
4
L
O
T
8
5
L
O
T
8
6
L
O
T
8
8
L
O
T
8
9
L
O
T
9
0
L
O
T
9
1
L
O
T
9
2
L
O
T
9
3
HOP
KI
N
S
W
A
Y
STORM
DRAINAGE
ESM'T
CLASS I RIP-RAP
T = 24 INCHES
LENGTH = 17'
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
SLOPE
MAINTENANCE
AND STORM
EASEMENT
SLOPE MAINTENANCE AND
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
L
O
T
8
7
STORM
DRAINAGE
ESM'T
GV,
R
E
M
O
V
E
P
L
U
G
,
TIE
T
O
E
X
I
S
T
I
N
G
TEE, GV
FH
8" W
/
L
-
C
18+
0
0
19
+
0
0
20
+
0
0
2
1
+
0
0
2
2
+
0
0
23+0024+004
+
0
0
5
+
0
0
8
"
W
/
L
-
F
1+00
2+00
3+0
0 4+008" W
/
L
-
G
RES
T
R
A
I
N
E
X
I
S
T
I
N
G
W
A
T
E
R
MAI
N
P
E
R
C
U
R
R
E
N
T
REQ
U
I
R
E
M
E
N
T
S
SAN
LAT
SAN LAT
(TYP)
DEM
O
L
I
S
H
STR
U
C
T
U
R
E
SAN
LAT
(TY
P
)
WM (TYP)
SAN LAT
(TYP)
WM (TYP)
WM (TYP)
AIR
R
E
L
E
A
S
E
VAL
V
E 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, WVSDP NUMBER: #01-22
Rev. No.Date
08 02-21-2022
1"=30'
26
03-09-2021
INT
21-05
88
3924L
MAT
C
H
LI
N
E
S
H
E
E
T
3
0MATCH LINE SHEET 25MA
T
C
H
L
I
N
E
S
H
E
E
T
1
8
55.24 AC
INST# 20 0008114
ZONE: RP
T.M. 65-A-72
EFG INVESTMENTS LLC
DB. 955 PG. 724
NYLOPLAST
DUCTILE IRON
DO NOT POLLUT
E
D
R
A
I
N
S
T
O
W
A
T
ERWAYS
T
H
O
R
N
T
O
N
W
A
Y
LEHIGH DR.2
5
+
0
0
2
6
+
0
0
27+0028+0029+0030+007
+
0
0
8
+
0
0
9
+
0
0
10
+
0
0
11+0
0
12+00
13+00
14+00 15+00
16+00
5+00
1+00
2+00
3+00
4
+
0
0
5
+
0
0
L
O
T
1
1
4
L
O
T
4
3
LO
T
4
6
LOT
1
0
9
LOT 10
8
LOT 47
LOT 48
LOT 50 LOT 99LOT 98LOT 97LOT 96LOT 95
LOT 56LOT 57LOT 58LOT 59LOT 60
LOT 61 LOT 55
28' FREDERICK
WATER ESMT.
FREDERICK
WATER ESMT.
FREDERICK
WATER ESMT.LOT 53LOT
5
4
LOT
2
2
LO
T
4
0
L
O
T
4
1
L
O
T
4
2
L
O
T
1
1
3
L
O
T
4
4
L
O
T
1
1
2
L
O
T
1
1
1
L
O
T
4
5
LO
T
1
1
0
LOT 49
LOT 51
LOT 52
LOT 107
LOT 106
LOT 105
LOT 104
LOT 103
LOT 62
L
O
T
6
3
L
O
T
6
4
L
O
T
6
6
L
O
T
6
7
L
O
T
6
8
L
O
T
6
9
L
O
T
7
0
L
O
T
7
1
L
O
T
7
2
L
O
T
7
3
L
O
T
7
4
L
O
T
7
5
L
O
T
9
2
L
O
T
9
3
L
O
T
9
4
L
O
T
6
5
R
E
C
R
E
A
T
I
O
N
A
R
E
A
TY
E
C
T
.
20' FREDERICK
WATER ESMT.
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
F
O
R
E
B
A
Y
#
3
FOCALPOINT
TYE
C
T.(PRIV
A
T
E)
(PR
I
V
A
T
E
)
35' RIPARIAN
BUFFER
30+29.850+00
5+59.
8
3
16+50.56
20' STORM
DRAINAGE
ESM'T
TUNNEL
PLAYGROUND
SET
SWING SET
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
20' STORM
DRAINAGE
ESM'T
20' STORM
DRAINAGE
ESM'T
HANDRAIL
(VDOT HR-1)
OR EQUAL
DOWNSPOUT
LEADER (TYP)
DOWNSPOUT
LEADER (TYP)
CLASS 1A
(10X5) RIP
RAP
COMPOSITE D
COMPOSITE D
COMPOSITE D
LEXINGTON
#
1
1
0
5
COMPOSITE C
HANDRAIL
(VDOT HR-1)
COMPOSITE C COMPOSITE C
STORM
DRAINAGE
ESM'T
CROSS,
4 GV's
TEE, 3 GV's
TEE, GV
TEE,
GV
TEE, GV
TEE, GV
45° AND
11.25°
BENDS
DUAL 22.5°
BENDS
45° AND
11.25°
BENDS
FH
FH
FH
8" W/L-C
8" W/L-C25+0026+0027+0028+0029+0030+008
+
0
0
9
+
0
0
1
0
+
0
0
11
+
0
0
12+0
0
13+00
14+00
15+00
16+00
17+00
17+34.8
1
6
+
0
0
7
+
0
0
8+00
9+00
10+
0
0
10+9
4.
5
9
8" W/L-E
8" W/L-E
8" W/L-E
8
"
W
/
L
-
F
8"
W
/
L
-
F
8" W/
L-
F
0+00
1+00
8" W/L-G
1
7
+
0
0
1
8
+
0
0
1
9
+
0
0
2
0
+
0
0
21+00 22+00 23+00 24+00
25+00
26+0026+2
3
.
2
4
SAN LAT
(TYP)
SAN LAT
(TYP)
SAN LAT
(TYP)
SAN
LAT
(TYP)
APPROX LOC
TRANSFORMER
FOR PS
70'-8"
STUB W/
FLUSHING
ASSY
FH
SAN
LAT
(TYP)
WM
(TYP)
SAN
LAT
(TYP)
WM
(TYP)
WM
(TYP)
WM
(TYP)
WM
(TYP)
WM
(TYP)
MANHOLE TO
HAVE RAVEN
COATING
MANHOLE TO
HAVE RAVEN
COATING
MANHOLE
TO HAVE 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, WVSDP NUMBER: #01-22
Rev. No.Date
08 02-21-2022
1"=30'
27
03-09-2021
INT
21-05
88
3924L
MATCH LINE SHEET 25
MATCH LINE SHEET 21MATCH LINE SHEET 21MA
T
C
H
L
I
N
E
S
H
E
E
T
2
4
NOTES:
1.EXTEND DOWNSPOUT LEADER TO DRAIN TO STREET
FOR LOTS 110-124 AND 144-147 FOR SWM PURPOSES.
2.CONTRACTOR SHALL PROVIDE VEHICULAR ACCESS
TO FREDERICK WATER FACILITIES PER FREDERICK
WATER'S INSPECTORS REQUIREMENTS.
T.M. 65-A-56
GRANADOS, MEMBRENO
JOSE MARBIN
T.M. 65-A-60
LAFOND, DANIEL P. &
JENIFER
T.M. 65-A-62
ROLES, DONALD L.
T.M. 65-A-63
FELTNER, PAT O. &
PAMELA H.
T.M. 65-A-70
PUFFINBURGER, PAUL R.
T.M. 65-A-66
FEATHERS, VICKY LYNN &
RICHARD A.
DB. 957 PG. 979
T.M. 65-A-65
SPEAKMAN, DONALD R. &
KAREN M.
T.M. 65-A-71
CATHY M. MALICK C/O
CAPON VALLEY BANK /
LOAN DEPARTMENT
T.M. 65-A-72
EFG INVESTMENTS LLC
DB. 955 PG. 724LEHIGH DR.MENASHA CT
.1+002+003+004+005+006+005
+
0
0
6
+
0
0
LOT 132LOT 133LOT 138LO
T
1
4
4
LO
T
1
4
5
LO
T
1
4
6
LO
T
1
4
7
L
O
T
1
4
8
LOT 149LOT 150LOT 14028' FREDERICK
WATER ESMT.
FREDERICK
WATER ESMT.
FREDERICK
WATER ESMT.LOT 119LOT 39LOT 118
LO
T
1
1
7
L
O
T
1
1
6
LO
T
4
0
L
O
T
1
1
5LOT 130LOT 131LOT 134LOT 135LOT 136LOT 137LOT 139RETAINING
WALL W/
HANDRAIL
LOT 142LOT 14320' FREDERICK
WATER ESMT.
20' FREDERICK
WATER ESMT.
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
35' RIPARIAN
BUFFER
0+00
1
+
0
0
2
+
0
0
3
+
0
0
4
+
0
0
4
+
3
1
.
2
9
0+00STORM DRAINAGE
ESM'T LOT 151STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
25' FREDERICK
WATER ESMT.
STORM
DRAINAGE
ESM'T
FREDERICK
WATER ESMT.
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
RETAINING
WALL W/
HANDRAIL
DOWNSPOUT
LEADER (TYP)
DOWNSPOUT
LEADER (TYP)
DOWNSPOUT
LEADER (TYP)
COMPOSITE B
COMPOSITE D
COMPOSITE B
COMPOSITE B
COMPOSITE C
COMPOS
I
T
E
B
C
O
M
P
O
S
I
T
E
BCOMPOSITE
BCOMPOSI
TE
B20' BRL20' BRL20' BRLLEXINGTON #1105MODIF
IED
COMPOS
ITEMODIFIEDCOMPOSITETEE, 3 GV's
TEE, 3 GV's
22.5° BEND
TEE, 2
GV's, BLIND
FLANGE
REDUCER,
GV
45° BEND
45° BEND
11.25° AND
22.5° BENDS
45° AND
22.5° BENDS
FH
FH
8" W/L-C
8" W/L-C
0+001+002+003+004+005+006+000+00
1+
0
0
2+
0
0
3+
0
0
4
+
0
0
4+86.57
8" W/L-D
8" W/L-D 5+006
+
0
0
7
+
0
0
0+00
8" W
/
L
-
E7+008+009
+
0
0
1
0
+
0
0
1
1+
0
0
12+0
0
13+0
0
14+0
0
15+0
0
16+0
0
SAN LAT
(TYP)
SAN
LAT
(TYP)
PROPOSED
SLEEVE FOR
PRIVATE WATER
SERVICE
20'-8"
STUB W/
FLUSHING
ASSY
FUTURE WATER
SERVICE LINE
WM
(TYP)
SAN
LAT
(TYP)
WM
(TYP)
WM
(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, WVSDP NUMBER: #01-22
Rev. No.Date
08 02-21-2022
1"=30'
28
03-09-2021
INT
21-05
88
3924L
MATCH LINE SHEET 25
MATCH LINE SHEET 27MATCH LINE SHEET 27NOTES:
1.EXTEND DOWNSPOUT LEADER TO DRAIN TO STREET
FOR LOTS 110-124 AND 144-147 FOR SWM PURPOSES.
T.M. 65-
A-49B
US
H
O
ME
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9
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,
4
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1
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+
2
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ESM'TTEE, 3
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G
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45° AND
11.25°BEN
D
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PROP
O
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D
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STATI
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27
+
0
0
28
+
0
0
29
+
0
0
30
+
0
0
14+
0
0 15+0016+0017+0017+34.818" W/L-
E 8" W/L-
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24+0025+0026+
0
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3.
2
4
SAN L
AT
(TYP)
SANLAT
(TYP)
APP
R
O
X L
O
C
TRA
N
SF
O
R
M
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R
FOR
P
S 70'-8"STU
B
W/
FLU
S
HI
N
G
ASS
YFH
WM
(TYP)
WM
(TYP)
MAN
H
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O
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RAVE
N
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G 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, WVSDP NUMBER: #01-22
Rev. No.Date
08 02-21-2022
1"=30'
29
03-09-2021
INT
21-05
88
3924LMATCH LINE SHEET 30MATCH
L
INE
SHEET
2
7
NOTES:
1.CONTRACTOR SHALL PROVIDE VEHICULAR ACCESS
TO FREDERICK WATER FACILITIES PER FREDERICK
WATER'S INSPECTORS REQUIREMENTS.
T.
M
.
6
5
D
-
5
-
6
-
8
0
TI
F
F
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Y
,
K
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H
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L
I
V
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R
T.M. 65D-5-6-81
FRASE, JERRY ROGER TR
U
S
T
E
E
FRASE, PATRICIA J. TRUST
E
E
T.M. 65D-5-6-82
PIERCE, JUSTIN
T.M. 65D-5-6-96
ALSBERRY, FRANK E.
& ALSBERRY, SUSAN L.
T.M. 65D-5-6-97
FRANTZ, DEBOR
A
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J
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FRIE
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NYLOPLAST
DUCTILE IRON
DO NOT
P
O
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L
UTE
D
R
A
I
N
S
TO
W
A
T
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R
W
AYS
NYLOPLAST
DUCTILE IRON
DO NOT POL
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A
YSLEHIGH DR.HOPKINS WAY24+0025+0026+001+00
2+00
3+004+00
5+00
1+00
LOT 96LOT 95LOT 21LOT 20LOT 53LOT 54LOT 22LOT 2310,993 SF11,787 SF12,375 SF9,490 SF11,150 SF12,838 SF13,057 SF10,415 SFHOPKINS WAY
ST
O
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R
A
I
N
A
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S
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'
T
ST
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'
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'
T
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S
-
5
0
S
I
N
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B
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R
T
7'
S
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=
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=
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G
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=
1
7
'
TYE CT.
(PRIVATE)
SL
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M
A
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N
T
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N
A
N
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A
N
D
S
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A
S
E
M
E
N
T
SL
O
P
E
M
A
I
N
T
E
N
A
N
C
E
A
N
D
ST
O
R
M
E
A
S
E
M
E
N
T
0+00
5+59.83
0+00GARAGE3-CAROPT.GARAGE3-CAROPT.GARAGE3-CAROPT.GARAGEGARAGEGARAGEC
R
O
S
S
,
4
G
V
'
s GV, REMOVE
P
LUG
,TIE
TO
EX
IST
ING
8"
W
/
L
-
C24+0025+0026+0027+0010+00
10+94.59
8" W/L-F
0+00
1+00 2+00 3+00
4+00
5+00 5+10.48
8"
W
/
L
-
G
8
"
W
/
L
-GRESTRAIN
EX
IST
ING
WATERMAIN
PER
CURRENTREQUIREMENTS
S
A
N
L
A
T
(T
Y
P
)DEMOL
ISHSTRUCTURE 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, WVSDP NUMBER: #01-22
Rev. No.Date
08 02-21-2022
1"=30'
30
03-09-2021
INT
21-05
88
3924L
MATCH LINE SHEET 26
MATCH LINE SHEET 24MATCH LINE SHEET 29
HOPKINS WAY (PREVIOUSLY ROYCE WAY) BOX CULVERT NOTES:
1.THE STANDARD BOX CULVERT DESIGN TABLE IN THE PLANS IS FOR CIP (CAST IN PLACE) OPTION ONLY. A
PRECAST SUBSTITUTE IS NOT ALLOWED WITHOUT A PLAN REVISION ALONG WITH A PLAN REVIEW AND
APPROVAL BY VDOT.
2.IF PRECAST OPTION IS PROPOSED, A SEPARATE CULVERT DESIGN NEEDS TO BE SUBMITTED TO THE
BRIDGE OFFICE FOR REVIEW.
3.ALL CULVERT DESIGN NEEDS TO BE ACCOMPANIED WITH CORRESPONDING LOAD RATING. A BRASS
CULVERT DESIGN FILE AND BrR (XML) FILE IS REQUIRED FOR SUBMISSION CONSIDERING THIS PLAN
CONDITION. THIS IS APPLICABLE FOR BOTH THE CIP OR THE PRECAST OPTION.
4.IF THERE ARE ANY SIGNIFICANT CHANGES TO THE PLAN DESIGN, AN AS-BUILT PLAN WITH ITS LOAD
RATING SHOULD BE SUBMITTED TO THE BRIDGE OFFICE 2 WEEKS BEFORE THE STRUCTURE IS OPEN TO
TRAFFIC.
5.THE CONSTRUCTED PRODUCT NEEDS TO HAVE A FINAL SAFETY INSPECTION 2 WEEKS BEFORE THE
STRUCTURE IS OPEN TO TRAFFIC. PLEASE NOTIFY THE BRIDGE OFFICE IN ADVANCE TO SCHEDULE THE
AFOREMENTIONED INSPECTIONS.
THORNTON WAY
LEHIG
H
D
R
.
17+0
0
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
3+
0
0
4+0
0
5+00
6+00 7+00 8+00 9+00
10+00
11+00
12+0
0 13+005+001+002+003+00
4+005+006+007+00
LOT 26
L
O
T
3
6
LO
T
3
8
LOT 43
LOT 46
LOT 1
0
9
LOT
1
0
8
LOT
4
7
LOT
4
8
LOT 95LOT
1
0
LOT 56LOT 57LOT 58LOT 59LOT 60LOT 61
LOT 152
LOT 5520' FREDE
RI
CK
WATE
R ES
MT.FREDE
RI
CK
WATE
R ES
MT.FREDE
RI
CK
WATE
R ES
MT.
LOT 54
LOT 22
LOT 23
LOT 24
LOT 25
LOT 27
LOT 28
LOT 29
LOT 3
0
LOT
3
1
LOT
3
2
L
O
T
3
7
LO
T
1
2
0
LOT
1
1
9
LOT 3
9
LOT
1
1
8
LOT 40
LOT 41
LOT 42 LOT 44
LOT 45
LOT 110
LOT
4
9
LOT 1
0
7LOT 62
LOT 63LOT 64
LOT 66LOT 67LOT 68LOT 69LOT 70LOT 71LOT 72LOT 73LOT 74
LOT 75
LOT 76LOT 77LOT 78LOT 79
LOT 80
LOT 81 LOT 82
LOT 83 LOT 84 LOT 85 LOT 86 LOT 88 LOT 89 LOT 90 LOT 91 LOT 92 LOT 93 LOT 94
LOT 65
RECREATION AREA
RECREATION AREA
TYE CT
.
TYE CT.20' FREDE
RI
CK
WATE
R ES
MT.STORM
DRAI
NA
GE
ESM'TSTORM
DRAI
NA
GE
ESM'TSTORM
DRAI
NA
GE
ESM'TSTORM
DRAI
NA
GE
ESM'TSTORM
DRAI
NA
GE
ESM'T
FOREBAY #3 FOCALP
OI
NT TYE CT.(PRIVATE)(PRIVA
T
E
)
(PRIVATE)7+71.89 0+005+59.83STORM
DRAI
NA
GE
ESM'TSTORM
DRAI
NA
GE
ESM'T20' STORM
DRAI
NA
GE
ESM'TTUNNEL
PLAYGRO
U
N
D
SETSWI
N
G SETTUNNEL PLAYGRO
U
N
D
SETSWIN
G SET
CO
M
P
O
S
I
T
E
C STORM
DRAI
NA
GE
ESM'TSTORM
DRAI
NA
GE
ESM'TSTORM
DRAI
NA
GE
ESM'T20' STORM
DRAI
NA
GE
ESM'T
DOW
NSP
O
UT
LEADER (TYP)
DOW
NSP
O
UT
LEADER (TYP)
DOW
NSP
O
UT
LEADER (TYP)LEADER (TYP)LEXINGTON #1105COMP
OSITE
C
COMP
OSITE
C
LOT 87STORM
DRAI
NA
GE
ESM'T
COMP
OSITE
C
CRO
S
S,4 GV'sTEE,
G
VTEE,
G
V
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G
V's
TEE,
G
V,
22.5°
B
E
N
D
45° B
E
N
D
TEE,
GV TEE,
G
V
FH
FH
FH
FH
FH FH
8" W/L-
C
17+0
0
18+00
19+00
23+00
24+00
25+00
26+00
4+
0
0
5+00
6+00
7+00 8+00 9+00 10+00
11+00
12+0
0
13+
0
0
0+001+002+003+004+00 5+00 6+00 7+00
8+00 9+0010+0010+94.598" W/
L
-
E 8" W/L-
E
8" W/
L
-
F
8" W/
L
-
F
8" W/L-F
8" W/L-F 8" W/L-F0+008" W/L-
G
SAN L
A
T
(TYP)
SAN L
AT
(TYP)
SAN L
AT
(TYP)
SAN L
AT
(TYP)
SAN L
A
T
(TYP)
SAN
SANLAT
(TYP)
SAN
LAT
(TYP
)
WM (T
Y
P)
SAN L
A
T
(TYP)
WM (T
Y
P)
WM
(TYP)
SANLAT
(TYP)WM
(TYP)
WM
(TYP)
WM
(TYP)
AIR R
E
L
E
A
S
E
VALV
E 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, WVSDP NUMBER: #01-22
Rev. No.Date
08 02-21-2022
1"=30'
31
03-09-2021
INT
21-05
88
3924LMATCH
L
INE
SHEE
T
2
5
MATCH LINE SHEET 25MATCH
L
INE
SHEE
T
2
6
MAT
C
H LI
N
E
S
H
E
ET 26
MATCH LINE SHEET 27
MAT
C
H
L
I
N
E
S
H
E
E
T
2
9
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST
DUCTILE IRONDO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST
DUCTILE IRONDO NOT POLLUTE D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO W
A
T
E
R
W
A
Y
S
0+0
0
1
+
0
0
2+0
0
3
+
00
4+004
+
31
.29COMPOSITE C18+37.7819+0020+002
1
+
0
0
2
1
+
6
7
.
5
718+32.93COMPOSIT
E
B
COMPOSIT
E
D
COMPOSIT
E
B
COMPOSIT
E
B
COMPOSIT
E
D
COMPOSIT
E
D
COMPOSI
T
E
D
COMPOSIT
E
B
COMPOSIT
E
B
COMPOSIT
E
C
COM
P
O
S
I
T
E
B
COM
PO
S
I
TE
BCOMPOSITE
BCOMPOSITE
B
LEXINGTON #1105
COMPOSIT
E
C
COMPOSIT
E
C
COMPOSIT
E
C
LEXINGTON #1105MODIF
IED
COMPOS
ITEMODIFIEDCOMPOSITECOMPOSITE BCOMPOSITE B6'
D
I
A
M
M
H
A
BLEHIGH DR.THORN
TON
DR
.
TYE
DR
.
ROYC
E
D
R.LEHIGH
DR
.
RO
S
SUM
L
N
.MENASHA CT
.LEHIGH DR.LEHIGH D
R
.
PROJECT SITE AREA FOR
VRRM COMPUTATIONS
PROJECT SITE AREA FOR
VRRM COMPUTATIONS
PROJECT SITE AREA FOR
VRRM COMPUTATIONS
PROJECT SITE AREA FOR
VRRM COMPUTATIONS
PROJECT SITE AREA FOR
VRRM COMPUTATIONS
WET POND
LEVEL 1
WET POND
LEVEL 1
FOCALPOINT
MANUFACTURED
TREATMENT
DEVICE -
FILTERING
DA=2.47 ACRES
RUNOFF REDUCTION
COMPLIANCE FOREST/
OPEN SPACE
RUNOFF REDUCTION
COMPLIANCE
FOREST/OPEN SPACE
RUNOFF REDUCTION
COMPLIANCE FOREST/
OPEN SPACEL99L98L
9
7
L96L95L94L93L92L
9
1
L90L89L88L87
L86L85
L84
L
8
3
L
8
2L81L80L79L78L77L
7
6L75L74L73L72L71L70
L69
L68L67L66L65L64L63L62L61
L
6
0
L59L58L57L56
L
5
5
L54L
5
3
L52L51L50L49
L48
L47L46L45L44
L43
L42L41L40
L3
9
L38L37L36
L
3
5
L34L33L32 L31
L30
L29
L28
L27
L26L25L24L23
L22 L21 L20 L19 L18L17L16 L15
L
1
4
L13L
1
2
L
1
1
L10L9L8
L7 L6L5
L4 L3L2L1
LINE BEARING DISTANCE
L1 S 80°27'11" E 798.83'
L2 S 18°33'43" W 288.37'
L3 S 31°53'09" E 187.45'
L4 S 75°23'27" W 143.31'
L5 N 85°29'50" W 52.44'
L6 N 30°38'37" W 15.93'
L7 S 70°46'09" W 40.78'
L8 S 64°29'53" W 45.97'
L9 N 24°11'02" W 239.07'
L10 N 37°08'51" W 142.67'
L11 N 42°11'25" W 108.57'
L12 N 54°53'20" W 241.90'
L13 N 35°00'36" W 46.54'
L14 N 51°45'10" W 43.71'
L15 N 82°06'54" W 70.39'
L16 S 87°48'53" W 90.40'
L17 S 36°59'17" W 18.55'
L18 S 32°44'09" W 27.25'
L19 S 74°55'07" W 19.83'
L20 S 89°13'19" W 91.44'
L21 N 81°45'41" W 50.36'
L22 N 88°24'38" W 26.96'
L23 N 66°52'53" W 26.18'
L24 N 22°05'46" W 33.85'
L25 N 07°21'24" W 25.55'
L26 N 32°30'47" E 31.07'
L27 S 79°27'55" W 62.45'
L28 N 71°00'45" W 109.64'
L29 N 77°40'05" W 52.67'
L30 N 77°40'05" W 24.34'
L31 N 66°24'19" W 40.69'
L32 S 75°07'28" W 60.48'
L33 N 16°48'16" E 39.88'
L34 N 16°48'16" E 68.58'
L35 S 52°58'51" E 103.44'
L36 S 67°51'36" E 22.19'
L37 S 89°54'38" E 28.71'
L38 S 74°33'02" E 28.38'
L39 S 63°04'09" E 43.13'
L40 S 80°27'12" E 30.85'
L41 S 87°29'57" E 24.87'
L42 N 63°28'37" E 18.21'
L43 N 84°08'17" E 84.47'
L44 N 79°05'34" E 47.16'
L45 S 11°26'14" E 13.68'
L46 N 80°38'01" E 32.13'
L47 N 10°39'56" W 14.54'
L48 N 79°05'34" E 54.03'
L49 N 65°01'19" E 37.71'
L50 N 38°00'24" E 31.63'
L51 N 06°52'11" E 43.34'
L52 N 13°36'02" W 48.30'
L53 N 44°33'50" W 82.35'
L54 N 14°34'30" W 49.69'
L55 N 42°31'46" W 40.94'
L56 N 75°47'21" W 80.21'
L57 N 27°11'23" W 56.83'
L58 N 06°16'20" W 291.31'
L59 N 17°44'40" W 102.78'
L60 S 38°48'15" E 25.32'
L61 N 70°46'09" E 50.00'
L62 N 00°04'39" E 25.61'
L63 N 37°50'53" E 139.64'
L64 S 19°34'48" E 522.03'
L65 S 71°41'25" E 266.19'
L66 S 18°18'41" W 293.60'
L67 S 18°18'09" W 62.20'
L68 S 18°18'57" W 96.24'
L69 N 63°25'36" E 23.52'
L70 N 82°31'32" E 39.82'
L71 S 02°34'44" W 73.02'
L72 S 09°11'43" E 68.97'
L73 S 17°23'14" E 48.94'
L74 S 23°52'30" E 140.64'
L75 S 36°30'59" E 84.15'
L76 S 42°24'24" E 153.98'
L77 S 03°50'09" W 42.94'
L78 S 36°37'24" E 40.28'
L79 S 32°22'58" E 56.61'
L80 S 32°22'58" E 30.73'
L81 S 29°59'04" E 91.69'
L82 S 45°21'06" E 121.76'
L83 S 44°06'42" E 139.16'
L84 N 80°38'41" W 568.92'
L85 N 24°48'19" E 44.84'
L86 S 73°36'14" E 172.63'
L87 N 88°08'36" E 89.83'
L88 N 10°17'24" E 58.28'
L89 N 27°15'27" W 155.56'
L90 N 35°35'08" W 77.53'
L91 N 39°24'19" W 83.69'
L92 N 28°04'31" W 29.29'
L93 N 36°16'58" W 31.55'
L94 N 34°09'57" W 53.52'
L95 N 27°12'54" W 131.74'
L96 N 07°25'48" W 150.41'
L97 N 42°17'35" W 42.60'
L98 N 06°36'33" E 47.08'
L99 N 24°44'17" E 49.49'
LINE BEARING DISTANCE
LINE BEARING DISTANCE
SWM BMP PLANSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD 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, WVSDP NUMBER: #01-22
Rev. No.Date
01 6-14-2021
1" = 100'
32
03-09-2021
INT
21-05
88
3924L
VRRM PROJECT SITE AREA LIMITS
DRAINAGE AREA LABELS
VRRM SITE AREA TREATED
BY BMP DEVICES (WET
PONDS & FOCALPOINT)
BMP LEGEND
A, B, C, D, E
RUNOFF REDUCTION
COMPLIANCE FOREST/OPEN
SPACE FOR BMP WATER
QUALITY
IMPERVIOUS AREA
(BUILDINGS, ROADS, ETC.)
SITE BOUNDARY (PARCEL)
SOIL GROUP
SOIL GROUP LETTER
NOTES:
1.THE RUNOFF REDUCTION COMPLIANCE FOREST/OPEN SPACE AREA SHOWN HEREON SHALL BE
MAINTAINED IN A FOREST/OPEN SPACE MANNER UNTIL SUCH TIME THAT AN AMENDED SWM PLAN IS
APPROVED BY THE VSMP AUTHORITY.
2.THE RUNOFF REDUCTION COMPLIANCE FOREST/OPEN SPACE ARE THE UPLAND AREAS ADJACENT
TO STREAM SEGMENTS "AB" & "EF" AS IDENTIFIED IN THE WETLAND REPORT. THE PROTECTED
FOREST/OPEN SPACE IS SHOWN GRAPHICALLY ON THIS SHEET AND THE BOUNDARY DESCRIPTION
IS LISTED IN THE TABLES BELOW.
3.THE PROTECTED FOREST/OPEN FOR RUNOFF REDUCTION COMPLIANCE SHALL REMAIN IN A
NATURAL, VEGETATED STATE. HOWEVER THE FOLLOWING ACTIVITIES ARE ALLOWED: FOREST
MANAGEMENT, CONTROL OF INVASIVE SPECIES, REPLANTING AND REVEGETATING, PASSIVE
RECREATION (TRAILS), LIMITED BRUSH HOGGING.
4.ALL AREAS THAT WILL ARE CONSIDERED FOREST/OPEN SPACE FOR RUNOFF REDUCTION SHALL BE
PROTECTED WITH DOCUMENTATION THAT PRESCRIBES THE AREA WILL REMAIN IN A NATURAL,
VEGETATED STATE. APPROPRIATE DOCUMENTATION INCLUDES: SUBDIVISION COVENANTS AND
RESTRICTIONS, DEEDED OPERATION AND MAINTENANCE AGREEMENTS AND PLANS, PARCEL OF
COMMON OWNERSHIP WITH MAINTENANCE PLAN, THIRD PARTY PROTECTIVE EASEMENTS, WITHIN
PUBLIC RIGHT-OF-WAY OR EASEMENT WITH MAINTENANCE PLAN, OR OTHER DOCUMENTATION
APPROVED BY THE LOCAL PROGRAM AUTHORITY.
BOUNDARY DESCRIPTION (LINE TABLE) FOR THE
PROTECTED FOREST/ OPEN SPACE - RUNOFF
REDUCTION COMPLIANCE
COMPOSITE C
COMPOSITE B
COMPOSITE
D
COMPOSITE B
COMPOSITE
B
COMPOSITE D
COMPOSITE D
COMPOSITE D
COMPOSITE
B
COMPOSITE B
COMPOSITE
C
COMP
O
S
I
T
E
B
C
OM
P
O
S
I
T
E
BCOMPOS
I
T
E
BCOMPOSITE
B
COMPOSITE C
COMPOSITE C
COMPOSITE CMODIFIEDCOMPOSITECOMPOSITE BCOMPOSITE BSTUDY
POINT #4
STUDY
POINT #5
STUDY
POINT #3
STUDY
POINT #2
STUDY
POINT #1
TC FLOW PATH
TC FLOW PATH
TC FLOW PATH
TC FLOW
PATH
TC FLOW
PATHGRID MERIDIANVA NORTH ZONE NAD831
ONSITE
2
ONSITE
3
ONSITE
4
ONSITE
5
ONSITE
1A
OFFSITE3A
OFFSITE
4A
OFFSITE
5A
OFFSITE
1B
OFFSITE
1C
ONSITE
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSGAR=FF= 17.65BF= 07.50W/O15.84GAR=FF= 53.00BF= 42.85W/O51.200+00
1+
0
0
2
+0
0
3+
00
4+
0
0
4+
3
1
.
2
9 COMPOSITE C17+67.7318+37.7819+0020
+00
21
+
0
0
21
+
6
7
.
5
718+32.93COMPOSITE B
COMPOSITE
D
COMPOSITE B
COMPOSITE
B
COMPOSITE D
COMPOSITE D
COMPOSITE D
COMPOSITE
B
COMPOSITE B
COMPOSITE
C
COMP
O
S
I
T
E
B
C
OM
P
O
S
I
T
E
BCOMPOS
I
T
E
BCOMPOSITE
B
LEXINGTON #1105
COMPOSITE C
COMPOSITE C
COMPOSITE C
20' BRL20' BRL20' BRLLEXINGTON #1105MODIF
IED
COMPOS
ITEMODIFIEDCOMPOSITECOMPOSITE BCOMPOSITE B134.2'STUDY
POINT #4
STUDY
POINT #5
STUDY
POINT #3
STUDY
POINT #2
STUDY
POINT #1GRID MERIDIANVA NORTH ZONE NAD833
ONSITE
UNDETAINED
4
ONSITE
DETAINED
5
ONSITE
UNDETAINED
3
OFFSITE
UNDETAINED
4
OFFSITE
DETAINED
5
OFFSITE
UNDETAINED
4
ONSITE
UNDETAINED
1C
ONSITE
UNDETAINED
1
ONSITE
UNDETAINED
3
ONSITE
UNDETAINED
1A
OFFSITE
UNDETAINED
4
ONSITE
DETAINED
2
ONSITE
UNDETAINED
1B
OFFSITE
UNDETAINED
TC FLOW PATH
TC FLOW PATH
TC FLOW PATH
2
ONSITE
DETAINED
FOCALPOINT
WET POND
LEVEL 1
WET POND
LEVEL 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, WVSDP NUMBER: #01-22
Rev. No.Date
01 6-14-2021SWM PLANSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1"=250'
33
03-09-2021
INT
21-05
88
3924L
STORMWATER MANAGEMENT & BEST MANAGEMENT PRACTICES SUMMARY
THE WATER QUALITY REQUIREMENTS WILL BE MET BY THE PROPOSED LEVEL 1 WET
PONDS, A FOCALPOINT BMP, AND UTILIZING FOREST/OPEN SPACE AND PURCHASING
OFFSITE NUTRIENT CREDITS. THE STORM WATER REQUIREMENTS (CHANNEL AND
FLOOD PROTECTION) WERE MET BY THE PROPOSED WET PONDS FOR STUDY POINT 2 &
4. STUDY POINTS 1, 3, & 5 HAVE REDUCED DRAINAGE AREAS TO MEET STORM WATER
REQUIREMENTS.
SITE BOUNDARY
DRAINAGE AREA LABELS
DRAINAGE DIVIDES
ONSITE DRAINAGE AREAS
TREATED BY SWM DEVICE
SWM LEGEND
1-9
OFFSITE DRAINAGE AREAS
TO SWM DEVICE
(UNCONTROLLED)
T.M. 65-A-
7
2
EFG INVE
S
T
M
E
N
T
S
L
L
C
DB. 955 P
G
.
7
2
4
3:
1
3:1
3:13:13:1FF=45.81BF= 35.66W/O43.99GAR=GAR=GAR=GAR=GAR=GAR=2.
7
%FF= 43
.59BF= 33
.44W/O41.77FF= 39
.49BF= 29
.34W/O37.67FF= 36
.52BF= 26
.37W/O34.70
6.2%
6.9%
6.1%5.4%FF= 47.97BF= 37.82Buried46.158.1
%
7.8
%FF= 44.48BF= 34.33W/O7.5%
3.00%42.66634
636
638
640
642
626
632
630
640
638
636
634
642
644
642
640 642640634630628626624622638636632620 622616613.561862
1
62
6642
62
6
.
2
4
63
0
63
2
644
614
614.5
615
615.5 63
2
6
30628
6
26624
620626624622624622618616614612610608606604602600626630
628
632
634636
638640 632630626.24626.
2
4
6
2
2
6
2462
6
628630
63263463
6
6
3
8
640
642
628
626
6
3
4646
642
644
61
2
61
4
61
6
61
8
62
0
62
2 62462663063
2
626
636
646
648
628
630
632634640
638
2821INV2754402940702540EP/LP
21 00
21 00
21 00
21 00
13 00
INV
95 50
INV
20 60
INV3020INV2344INV4101
40 36 3965353532444131327737213424257030043671337040812
8
6
1
3
1
5
04070286740384185433645694410451943204377
42 24
40 71
336640844119435340604080408442202738350031502570252028172
4
5
2
2934364033003082
27972823
27
270925 8131004410 26688050'
50'
50'LEHIGH DR.MENASHA CT
.2+003+004+008' B
R
L25' BRL25' BRL8' BRL 20' BRL20' BRL25'
BRL20'
BRL
8' BR
L
25'
BRL20'
BRL
8' BR
L
8' BR
L
25' BRL
25' BR
L
8' BR
L
8' B
R
L
8' B
R
L
8' BRL25' BRL25' BRL
8' BR
L
8' BR
L
25' BRL
8'
BRL74.3'74.3'74.3'142.6'114.1'143.9'61.7'110.
0
'71.8
'
118.1'
118.0'71.8
'
118.0
0'71.8
'71.8
'
144.2'41.3
'89.1'90.1'71.8
'
7
3
.
4
'
48.0'20.6'34.1'11,147 SF11,142 SF8,817
SF8,476
SF9,476
SF9,417
SF11,211 SF11,849 SFCG-12B
INGRESS/
EGRESS
ESMT5' SIDEWALK5' SIDEWALK5' S
IDEWALK5' S
IDEWALK17.0'TYP.17.0
'TYP.17.0'TYP.1
+
0
0
2+003+004+004+31.290+00RIGHT OF
W
A
Y
C
O
N
T
I
N
U
E
D
T
O
P
R
O
P
E
R
T
Y
L
I
N
E
F
O
R
F
U
T
U
R
E
INTERPA
R
C
E
L
C
O
N
N
E
C
T
I
O
N
P
E
R
P
R
O
F
F
E
R
#
B
125' BRL25' BRL8' BRL
STORM D
R
A
I
N
A
G
E
ESM'T35'R35'R35'
R
48'R
CG-9B
(TYP)
CG-9B
(TYP)
59.5'
STORM
DRAINAG
E
ESM'T
FREDERI
C
K
WATER E
S
M
T
.
STORM
DRAINAG
E
ESM'T
59.5'
DOWNSP
O
U
T
LEADER (
T
Y
P
)
COMPOSI
T
E
B
COMPOSI
T
E
C COMPOSITE
BGARAGEGARAGEGARAGEGARAGEGARAGEGARAGE50.0'119.5
'
LEVEL 1
WET POND #2
FOREBAY #2
WSE=621.00
10'
A
Q
U
A
T
I
C
BE
N
C
H
10'
S
A
F
E
T
Y
BEN
C
H
12'
A
C
C
E
S
S
NORMAL POOL
WSE=620.00
GRASS ACCESS
WAY TO SWM/BMP
FACILITIES
GRASS ACCESS
WAY TO SWM/BMP
FACILITIES
CLASS I RIP-RAP
T = 24 INCHES
LENGTH = 20'GRID MERIDIANVA NORTH ZONE NAD8310' WIDE WEIR
CLASS I RIP-RAP
T = 26 INCHES
2:1
3:12:13:1
2:1
3:1
3:13:12:12:1FF= 15.21BF= 05.068.3%8' SAFETY BENCH @
5
%
608610
556
558
560
562
564
566
568
570
572
574
576 576.5
576.5
6
1
0
6
1
0610610
598600602604576.5576578580582584586588590592594596606608570
572572.8
573
576.5
574
576
5
6
3
5
6
3
.
5
5
6
4
5
6
6
5
6
8
5
6
8
.
5
5
6
9
.
5
5
7
0
5
7
2
5
7
3
5
7
4
588
590
586
584582580578594
592
596
598
600
602
604
606
572574576578580582584586564566568570606
608
602
604
598
600
596
594
592
590
588
586
586
588
11 02
8
4
5
9
L
P
87 69
86 45
62 50
INV
74 90
74 90
74 90
74 90
54 05
INV
76 00
INV
10 93
10 56 116011608
6
5
9
H
P
87 92
87 80
87 33
87 53
87 06
84 95
84 95
86 79
82 07
83 57
82 77
83 17
73 00
73 00 73 00
73 00
8
8
4
8
9
5
0
6
L
P
9
5
5
6
H
P
76 00
INV
76 00
INV
76 00
INV0439 895592 40
92 40
50'LEHIGH DR.170
52829+0030+0016+00 25' BRL20' BRL8' BRL8' BRL
86.1'120.9'
84.3'71.8'145.0'39.3'5
0
'20'5'CG-12B
CG-12B
STOP
SIGN
STREET
SIGN
5' SIDEWALK
5' SIDEWALK
280' SD30+29.8516+50.56
50' NO DI
S
T
U
R
B
E
S
M
T
.
PER PRO
F
F
E
R
#
B
3
STORM
DRAINAG
E
ESM'T
3
5
'
R35'R5'RCG-9B
(TYP)
CG-9B
(TYP)
CG-11
16.0'23.0'16.0'5'R5
'R
53.3'
20'R
20'R
EPEP
EPEPEPEP48.0'EPEPSTORM
DRAINAG
E
ESM'T
STORM
DRAINAG
E
ESM'T
20' STOR
M
DRAINAG
E
ESM'T
HANDRAI
L
(VDOT H
R
-
1
)
OR EQUA
L
CLASS 1A
(10X5) RI
P
RAP
COMPOSI
T
E
D
HANDRAI
L
(VDOT HR
-
1
)
STORM
DRAINAG
E
ESM'T
LEVEL 1
WET POND #1
FOREBAY #1
WSE=573.00
10' AQUAT
I
C
BENCH
10' SAFET
Y
BENCH
12' ACCES
S
GRASS ACCESS
WAY TO SWM/BMP
FACILITIES
GRASS ACCESS
WAY TO SWM/BMP
FACILITIES
CLASS II RIP-RAP
T=38 INCHES
CLASS I RIP-RAP
T = 24 INCHES
LENGTH = 17.5'GRID MERIDIANVA NORTH ZONE NAD83 NORMAL POOL
WSE=569.50
15' WIDE WEIR
CLASS I RIP-RAP
T = 26 INCHES
SWM POND 1 & 2 PLAN VIEWSENSENY VILLAGE SUBDIVISION - PHASE 1151 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, WVSDP NUMBER: #01-22
Rev. No.Date
08 02-21-2022
1"=30'
34
03-09-2021
INT
21-05
88
3924L
NOTES:
1.REFERENCE SENSENY VILLAGE REPORT OF GEOTECHNICAL
EXPLORATION PREPARED BY GTA, DATED AUGUST 4, 2021. FOLLOW
GEOTECHNICAL RECOMMENDATIONS. IF RECOMMENDATIONS DIFFER
FROM CIVIL PLAN NOTIFY ENGINEER IMMEDIATELY.
2.ALL 2H:1V FILL SLOPES TO BE REINFORCED WITH BIAXIAL GEOGRID
(TENSAR BX1120 OR APPROVED EQUIVALENT) SPACE 2-FEET VERTICALLY.
3.PERMANENT TURF REINFORCEMENT MATS (TRMs) SHALL BE USED ON ALL
2H:1V SLOPES TO PREVENT EROSION.
4.SOIL STABILIZATION BLANKETS & MATTING SHALL BE INSTALLED ON ALL
SLOPES GREATER THAN 3H;1V TO PREVENT EROSION.
SWM BASIN 1 DETAILSSENSENY VILLAGE SUBDIVISION - PHASE 1151 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, WVSDP NUMBER: #01-22
Rev. No.Date
04 08-12-2021
N/A
35
03-09-2021
INT
21-05
88
3924L
STORMWATER MANAGEMENT BASIN 1
PRINCIPAL RISER PLAN VIEW
NTS
TOP TRASH RACK NOT
SHOWN FOR CLARITY
42" PIPE
PRECAST RCP BASE AND
RISER STRUCTURE (VDOT A4
CONCRETE) - INSIDE 6' x 6'8" PIPE
PLASTIC SOLUTIONS
TRASH RACK OR
APPROVED EQUAL
6'6'3.25' W - WEIR2" ORIFICE
42" RCP ASTM C-361
(RUBBER GASKETS
W.T. JOINTS)
6'
9.0'**THE 100 YEAR WATER SURFACE ELEVATION
(WSE) ASSUMES ALL OPENINGS BELOW THE
TOP OF THE RISER ARE CLOGGED.
3
:
1
12' WIDE
PROP. GRADE
1 YR WS ELEV 573.10'
10 YR WS ELEV 574.09'
100 YR WS ELEV 575.34'**
STORMWATER MANAGEMENT BASIN 1
PRINCIPAL RISER SECTION
NTS
TOP OF RISER
ELEV =574.20
TOP OF BERM
ELEV.=576.50
TYP.TRASH RACK BY
PLASTIC SOLUTION OR
APPROVED EQUAL
INV.=560.60'
INV.=562.50'
SPILLWAY
ELEV.=574.90
2' CLAY LINER WITH 6"
TOPSOIL CAP
8" DIP DRAIN WITH
VALVE (NORMALLY
CLOSED)
TERMINATE LINER
@ 10 YR WSE
PRECAST RCP BASE AND
RISER STRUCTURE (VDOT A4
CONCRETE) - INSIDE 6' x 6'
CONCRETE FILL
FOR BUOYANCY
NORMAL POOL WS ELEV 569.50'
8" GATE VALVE
WITH STEM
HAND WHEEL (TYP)
STEM GUIDE (TYP)
CONCRETE BLOCKS
FOR VALVE SUPPORT
WEIR ELEV = 573.20
TWO 3.25' W x 1.00' H
ELEV = 554.50
2" ORIFICE ELEV =
569.50
UPTURNED ELBOW
(90° BEND)
*THE TWO WEIRS TO BE
LOCATED ON THE SIDES OF
THE RISER STRUCTURE
(SEE PRINCIPAL RISER PLAN
VIEW THIS SHEET)
CONCRETE
CRADLE
6'
9.0'
STORMWATER MANAGEMENT BASIN 1
PRINCIPAL RISER FRONT VIEW
NTS
TOP OF RISER
ELEV =574.20
TYP.TRASH RACK BY
PLASTIC SOLUTION OR
APPROVED EQUAL
INV.=554.50
PRECAST RCP BASE
AND RISER STRUCTURE
(VDOT A4 CONCRETE) -
INSIDE 6' x 6'
CONCRETE FILL
FOR BUOYANCY
INV.=560.60
ELEV = 545.50 1.0'SIDE TRASH
RACK NOT
SHOWN FOR
CLARITY.
3.25'
WEIR ELEV = 573.20
TWO 3.25' W x 1.0' H
2" ORIFICE ELEV =
569.50
*THE TWO WEIRS TO BE
LOCATED ON THE SIDES OF
THE RISER STRUCTURE
(SEE PRINCIPAL RISER PLAN
VIEW THIS SHEET)
CLAY LINER NOTES:
1.A CLAY LINER SHOULD HAVE A MINIMUM THICKNESS OF 24 INCHES AND
SHOULD COMPLY WITH THE SPECIFICATIONS PROVIDED IN TABLE 3.07-3.
2.A LAYER OF COMPACTED TOPSOIL (MINIMUM 6-12 INCHES THICK) SHOULD BE
PLACED OVER THE LINER BEFORE SEEDING WITH AN APPROPRIATE SEED
MIXTURE (REFER TO VESCH, 1992 EDITION).
3.A SYNTHETIC LINER WITH A MINIMUM THICKNESS OF 60 MIL. OR OTHER LINER
TYPES MAY BE USED IF SUPPORTING DOCUMENTATION IS PROVIDED
VERIFYING THE LINER MATERIAL'S PERFORMANCE.
50'
EMERGENCY SPILLWAY
NOT TO SCALE
1.6'
3
:
1 3:1TOP OF BERM = 576.50
59.6'
ELEV = 574.90
Drainage Blanket Detail
NOT TO SCALE
TYPICAL SECTION VIEW
NOTES:
1.Refer to GTA geotechnical report for
stormwater management pond
recommendations.
2.Drainage blanket minimum 12" thick
containing ASTM #78 stone.
3.Drainage blanket shall be wrapped in
Mirafi 140N or equal filter fabric.
CONCRETE CRADLE
RCP OUTFALL
CONDUIT
DRAINAGE BLANKET
WRAPPED IN FILTER
FABRIC
NOTES:
1.REFERENCE SENSENY VILLAGE REPORT OF GEOTECHNICAL
EXPLORATION PREPARED BY GTA, DATED AUGUST 4, 2021. FOLLOW
GEOTECHNICAL RECOMMENDATIONS. IF RECOMMENDATIONS DIFFER
FROM CIVIL PLAN NOTIFY ENGINEER IMMEDIATELY.
2.ALL 2H:1V FILL SLOPES TO BE REINFORCED WITH BIAXIAL GEOGRID
(TENSAR BX1120 OR APPROVED EQUIVALENT) SPACE 2-FEET VERTICALLY.
3.PERMANENT TURF REINFORCEMENT MATS (TRMs) SHALL BE USED ON ALL
2H:1V SLOPES TO PREVENT EROSION.
4.SOIL STABILIZATION BLANKETS & MATTING SHALL BE INSTALLED ON ALL
SLOPES GREATER THAN 3H;1V TO PREVENT EROSION.
SWM BASIN 2 DETAILSSENSENY VILLAGE SUBDIVISION - PHASE 1151 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, WVSDP NUMBER: #01-22
Rev. No.Date
04 08-12-2021
N/A
36
03-09-2021
INT
21-05
88
3924L
STORMWATER MANAGEMENT BASIN 2
PRINCIPAL RISER PLAN VIEW
NTS
TOP TRASH RACK NOT
SHOWN FOR CLARITY
48" PIPE
PRECAST RCP BASE AND
RISER STRUCTURE (VDOT A4
CONCRETE) - INSIDE 6' x 4'10" PIPE
PLASTIC SOLUTIONS TRASH
RACK OR APPROVED EQUAL
6'4'4.0' W - WEIR
8" ORIFICE
48" RCP ASTM C-361
(RUBBER GASKETS
W.T. JOINTS)
4'
9.0'**THE 100 YEAR WATER SURFACE ELEVATION
(WSE) ASSUMES ALL OPENINGS BELOW THE
TOP OF THE RISER ARE CLOGGED.
3
:
1
12' WIDE
PROP. GRADE
1 YR WS ELEV 621.84'
10 YR WS ELEV 622.89'
100 YR WS ELEV 623.63'**
STORMWATER MANAGEMENT BASIN 2
PRINCIPAL RISER SECTION
NTS
TOP OF RISER
ELEV =622.50
TOP OF BERM
ELEV.=626.00
TYP.TRASH RACK BY
PLASTIC SOLUTION OR
APPROVED EQUAL
INV.=611.30'
INV.=613.00'
2' CLAY LINER WITH 6"
TOPSOIL CAP
10" DIP DRAIN WITH
VALVE (NORMALLY
CLOSED)
TERMINATE LINER
@ 10 YR WSE
PRECAST RCP BASE AND
RISER STRUCTURE (VDOT A4
CONCRETE) - INSIDE 6' x 4'
CONCRETE FILL
FOR BUOYANCY
NORMAL POOL WS ELEV 620.00'
8" GATE VALVE
WITH STEM
HAND WHEEL (TYP)
STEM GUIDE (TYP)
CONCRETE BLOCKS
FOR VALVE SUPPORT
WEIR ELEV = 622.00
2.00' W x 0.50' H
ELEV = 596.50
8" ORIFICE ELEV =
620.00
UPTURNED ELBOW
(90° BEND)
CONCRETE
CRADLE
6'
9.0'
STORMWATER MANAGEMENT BASIN 2
PRINCIPAL RISER FRONT VIEW
NTS
TOP OF RISER
ELEV =622.50
TYP.TRASH RACK BY
PLASTIC SOLUTION OR
APPROVED EQUAL
INV.=596.50
PRECAST RCP BASE
AND RISER STRUCTURE
(VDOT A4 CONCRETE) -
INSIDE 6' x 4'
CONCRETE FILL
FOR BUOYANCY
INV.=611.30
ELEV = 587.50 0.5'SIDE TRASH
RACK NOT
SHOWN FOR
CLARITY.
2.00'
WEIR ELEV = 622.00
2.00' W x 0.5' H
8" ORIFICE ELEV =
620.00
CLAY LINER NOTES:
1.A CLAY LINER SHOULD HAVE A MINIMUM THICKNESS OF 24 INCHES AND
SHOULD COMPLY WITH THE SPECIFICATIONS PROVIDED IN TABLE 3.07-3.
2.A LAYER OF COMPACTED TOPSOIL (MINIMUM 6-12 INCHES THICK) SHOULD BE
PLACED OVER THE LINER BEFORE SEEDING WITH AN APPROPRIATE SEED
MIXTURE (REFER TO VESCH, 1992 EDITION).
3.A SYNTHETIC LINER WITH A MINIMUM THICKNESS OF 60 MIL. OR OTHER LINER
TYPES MAY BE USED IF SUPPORTING DOCUMENTATION IS PROVIDED
VERIFYING THE LINER MATERIAL'S PERFORMANCE.
48 82 41 74
Drainage Blanket Detail
NOT TO SCALE
TYPICAL SECTION VIEW
NOTES:
1.Refer to GTA geotechnical report for
stormwater management pond
recommendations.
2.Drainage blanket minimum 12" thick
containing ASTM #78 stone.
3.Drainage blanket shall be wrapped in
Mirafi 140N or equal filter fabric.
CONCRETE CRADLE
RCP OUTFALL
CONDUIT
DRAINAGE BLANKET
WRAPPED IN FILTER
FABRIC
NOTES:
1.REFERENCE SENSENY VILLAGE REPORT OF GEOTECHNICAL
EXPLORATION PREPARED BY GTA, DATED AUGUST 4, 2021. FOLLOW
GEOTECHNICAL RECOMMENDATIONS. IF RECOMMENDATIONS DIFFER
FROM CIVIL PLAN NOTIFY ENGINEER IMMEDIATELY.
2.ALL 2H:1V FILL SLOPES TO BE REINFORCED WITH BIAXIAL GEOGRID
(TENSAR BX1120 OR APPROVED EQUIVALENT) SPACE 2-FEET VERTICALLY.
3.PERMANENT TURF REINFORCEMENT MATS (TRMs) SHALL BE USED ON ALL
2H:1V SLOPES TO PREVENT EROSION.
4.SOIL STABILIZATION BLANKETS & MATTING SHALL BE INSTALLED ON ALL
SLOPES GREATER THAN 3H;1V TO PREVENT EROSION.
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00
535
540
545
550
555
560
565
570
575
580
535
540
545
550
555
560
565
570
575
580
POND #1 CROSS SECTION A-A
300
10+31.25 = EW-2 (42")INV OUT = 554.0517.5' CLASS I
RIP-RAP
81' - 42" RCP CL IV ASTM C-361
(RUBBER GASKETS W.T. JOINTS)
@ 0.56%
301
12.0'
NORMAL POOL
WSE=569.50
(Tv=50,082 ft3)
NORMAL POOL
FOREBAY
WSE=573.00
TOP OF EMBANKMENT
ELEV.=576.50
47'-8" DIP
(POND DRAIN)
@ 4.04%3:13:13:13:13:110' AQUATIC BENCH
10' SAFETY BENCH
10.0'
10YR WSE=574.09
4.0'4:1CONCRETE
CRADLE,
SEE SHT
35 FOR
DETAIL
1YR WSE=573.10
100YR WSE=575.34**
(CLOGGED)
1%11+59.44= 8" DIP PONDDRAIN WITH UPTURNEDELBOWINV OUT = 562.50PHREATIC
LINE
PROP. GRADE
EX. GRADE
11+12.25= RISER STRUCTUREINSIDE (6' X 6')INV OUT = 554.50 (42")INV IN = 560.60 (8" DIP PONDDRAIN)5' AQUATIC BENCH
CUT-OFF TRENCH 4.0' MIN. DEPTH
WITH 1:1 SIDE SLOPES OR FLATTER
CONTROLLED FILL -
EMBANKMENT TO BE
CONSTRUCTED WITH CLAY
CORE 1:1 SIDE SLOPES
NOTE: CLAY LINER NOT SHOWN
FOR CLARITY. SEE PLAN VIEW &
SCHEMATIC FOR LIMITS.TOP=574.204.0'
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00
580
585
590
595
600
605
610
615
620
625
630
580
585
590
595
600
605
610
615
620
625
630
10+50.25 = EW-2 (48")INV OUT = 595.5011+68.75= RISER STRUCTUREINSIDE (6' X 4')INV OUT = 596.50 (48")INV IN = 611.30 (10" DIP PONDDRAIN)20' CLASS I
RIP-RAP
310 311
15.0'
2.5%12+10.50= 10" DIP PONDDRAIN WITH UPTURNEDELBOWINV OUT = 613.00312
42'-10" DIP
(POND DRAIN)
@ 4.07%
119' - 48" RCP CL V ASTM C-361
(RUBBER GASKETS W.T. JOINTS)
@ 0.84%EX. GRADE
NORMAL POOL
FOREBAY
WSE=621.00
10YR WSE=622.89
1YR WSE=621.83
100YR WSE=623.63**
(CLOGGED)
10' AQUATIC BENCH
10' SAFETY BENCH
5' AQUATIC BENCH
3:13:13:13:13:13:1NORMAL POOL
WSE=620.00
(Tv=20,880 ft3)
10.0'3:1PROP. GRADE
CONTROLLED FILL -
EMBANKMENT TO BE
CONSTRUCTED WITH CLAY
CORE 1:1 SIDE SLOPES
4:1CUT-OFF TRENCH 4.0' MIN. DEPTH
WITH 1:1 SIDE SLOPES OR FLATTER
NOTE: CLAY LINER NOT SHOWN
FOR CLARITY. SEE PLAN VIEW &
SCHEMATIC FOR LIMITS.
POND #2 CROSS SECTION B-B
302
585
590
595
600
585
590
595
600
605 605
3:13:13:1EX. GRADE
DRAINAGE BLANKET
WRAPPED IN FILTER
FABRIC, SEE SHT 35
FOR DETAIL
CONCRETE CRADLE,
SEE SHT 36 FOR
DETAIL
DRAINAGE BLANKET
WRAPPED IN FILTER
FABRIC, SEE SHT 36
FOR DETAIL2:12:18' SAFETY BENCH
@ 5% SLOPE
SWM BASIN OUTLET PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1151 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, WVSDP NUMBER: #01-22
Rev. No.Date
04 08-12-2021
AS SHOWN
36A
03-09-2021
INT
21-05
88
3924L
NOTES:
1.REFERENCE SENSENY VILLAGE REPORT OF GEOTECHNICAL
EXPLORATION PREPARED BY GTA, DATED AUGUST 4, 2021. FOLLOW
GEOTECHNICAL RECOMMENDATIONS. IF RECOMMENDATIONS DIFFER
FROM CIVIL PLAN NOTIFY ENGINEER IMMEDIATELY.
2.ALL 2H:1V FILL SLOPES TO BE REINFORCED WITH BIAXIAL GEOGRID
(TENSAR BX1120 OR APPROVED EQUIVALENT) SPACE 2-FEET VERTICALLY.
3.PERMANENT TURF REINFORCEMENT MATS (TRMs) SHALL BE USED ON ALL
2H:1V SLOPES TO PREVENT EROSION.
4.SOIL STABILIZATION BLANKETS & MATTING SHALL BE INSTALLED ON ALL
SLOPES GREATER THAN 3H;1V TO PREVENT EROSION.
6'
D
I
A
M
M
H
632630626630628626625624623.5623622.756286
2
6
624
628
626
624
6
3
6
634255428243
3
4
6
3
2
9
3
3
2
3
7
31 17
30 82
30 23
29 44 86
3
2
8
7
3
7
8
8
3
7
2
1
3
6
5
5
3
6
3
2
3
5
8
8
3
5
6
5
5
5 3050299227502757270025502300LP2704294022 50
22 50
22 50
22 50
26 11
25502300LP2700255016 LEHIGH
DR
.32.1'95.67'30.6'24.
4
'
20.3
'
20.1'LOT 22LOT 23
LO
T
9
1
LO
T
9
2
LO
T
9
3
LO
T
9
495.67'95.67'95.67'RECREAT
ION
AREA
T
Y
E
C
T
.
TYE C
T.(PRIVA
T
E)
(P
R
I
V
A
T
E
)280'
SD280'
SD
CG-9B
(TYP)
INGRESS/
EGRESS
ESMT
24 00
GND
24 00
GND
24 00
GND
24 00
GND
ACF FOCAL POINT
SEE DETAILS THIS
SHEET
GABION WALL
CHECK DAM
SEDIMENT
FOREBAY
OVERFLOW
BYPASS WITH
ROUND STORMRAX
TW=626.00
BW=626.00
TW= 626.00
BW=626.00
TW= 626.00
BW=624.00
SWM DETAILS - FOCAL POINTSENSENY VILLAGE SUBDIVISION - PHASE 1151 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, WVSDP NUMBER: #01-22
Rev. No.Date
05 09-22-2021
1"=20'
36B
03-09-2021
INT
21-05
88
3924L
12 FT.
5
12 FT.
9
3,354 CU. FT.
TOP=623.00
619.50
622.50
N/A
9.45 IN.
4' DIAMETER OVERFLOW BYPASS
WITH ROUND/DOME TRASH RACK
4' DIAMETER OVERFLOW BYPASS
WITH ROUND/DOME TRASH RACK
GABION WALL CHECK DAM
NOT TO SCALE
3'
EXPOSED
HEIGHT
VARIES
(SEE PLAN)
MIN.
BURIED
DEPTH 0.5'
3'
PRETREATMENT
CELL
PROPOSED
GRADE
WIDTH
VARIES
(SEE PLAN)
GRAVEL
DIAPHRAGM
FILTER FABRIC
1'
CLEAN WASHED
GRAVEL (#57 STONE)
GABION
BASKET
(3' x 3')
GABION
BASKET1' MIN.1' MIN.
0.5'
MIN.
PROPOSED
GRADE
FRONT VIEW
SIDE VIEW
3"
18"
6"
R-TANK
0.5
(9.45")
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50
600
605
610
615
620
625
630
635
640
645
650
655
660
665
670
675
680
1.58%
2.06%PVC = 1+27.00PVC = 640.16'PVI = 1+77.00PVI = 639.37'PVT = 2+27.00PVT = 640.39'VC = 100'
SAG = 1+70.49
ELEV. = 639.81'
27.49K-Val
202.34SD
AD3.64
1.50%PVC = 4+00.00PVC = 643.95'PVI = 4+30.00PVI = 644.57'PVT = 4+60.00PVT = 645.02'VC = 60'
108.04K-Val
AD-0.56
1.72%PVC = 5+47.50PVC = 646.33'PVI = 5+85.00PVI = 646.89'PVT = 6+22.50PVT = 646.25'VC = 75'
CREST = 5+82.42
ELEV. = 646.59'
23.28K-Val
AD-3.22
4.44%PVC = 10+50.00PVC = 638.89'PVI = 11+50.00PVI = 637.17'PVT = 12+50.00PVT = 641.61'VC = 200'
SAG = 11+05.83
ELEV. = 638.41'
32.44K-Val
184.03SD
AD6.17
600
605
610
615
620
625
630
635
640
645
650
655
660
665
670
675
680
0+00.00=PC1+49.18=PT4+85.72=INTX. 0+00 MENASHA CT.10+59.80=INTX. 3+99.84 ROSSUM LN.9+23.38=PC12+94.61=PT13+49.01=INTX. 0+00 THORNTON WAYPROPOSED
GRADE
EXISTING
GRADE
COMPACT FILL TO
A MINIMUM 95%
DRY DENSITY, PER
AASHTO T-99
CD-1
CD-1
CD-2
8" SAN. XING4" SAN. LAT.LOT 1388" SAN. XING15" STORM XING24" STORM XING8" SAN. XING8" SAN. XING15" STORM XING4" SAN. LAT. LOT 14215" STORM XING8" SAN. XING36" STORM XING15" STORM XING4" SAN. LAT. LOT 28" SAN. XING18" STORM XINGPROP. 8"PROP. 8"W/L XINGPROP. 6"SAN. FM XING15" STORM XING8" SAN. XINGCD-1
CD-1
CD-1
RESTRAINT JOINTS (TYP.)
RESTRAINT JOINTS (TYP.)W/L XINGLEHIGH DR.
50' ROW
DESIGN SPEED 25 MPH642.17'641.77'641.38'640.98'640.59'640.19'639.89'639.82'639.97'640.35'640.87'641.38'641.90'642.41'642.92'643.44'643.95'644.44'644.86'645.24'645.62'645.99'646.37'646.58'646.53'646.20'645.77'645.34'644.91'644.48'644.05'643.62'643.19'642.76'642.33'641.90'641.47'641.07'640.61'640.18'639.75'639.32'638.89'638.55'638.41'638.46'638.71'639.15'639.77'640.60'641.61'642.72'643.83'644.94'646.01'639.90'645.40'641.04'638.74'643.59'646.06'COMPACT FILL TO
A MINIMUM 95%
DRY DENSITY, PER
AASHTO T-99
SD= 1973.24 SD= 372.51 151 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, WVSDP NUMBER: #01-22ROAD PROFILESRev. No.Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA37
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
UD-4
3:1 SLO
P
E
(
6
)
M
6"
R/W
SR
5'
4'
6"
SIDEWALK
STANDARD
CG-6
STANDARD
1/4":1'
RSSLP
LPLC
P
LIMITS OF SUB-BASE
1/4":1'
POINT OF
FINISHED GRADE
MAX. GRADE
SUB-BASE
MIN. C.L.
LP SL
4'
5'
R.O.W.
SIDEWALK
6"
STANDARD
M
6"
3:1 SLO
P
E
(
6
)
ROAD
R/W
MIN DESIGN
AND CONSTRUCTION
MIN. SIGHT DISTANCE
(All units are in feet unless otherwise noted.)
LIMITS OF BITUMINOUS SURFACE
CONCRETE
BITUMINOUS
CENTERLINE OF RIGHT OF WAY
13'13'24'
WITH CURB AND GUTTER
RESIDENTIAL SUBDIVISION STREETS (SSAR)
TYPICAL SECTION FOR PUBLIC
280'155'9%200'2550'HOPKINS WAY
WIDTH STOPSPEED (mph)RADIUS INTX.
6"6"
2'2'
1'1'
11.5'11.5'27'280'155'9%200'2550'ROSSUM LN
STREET PARKING
NO PARKING
PARKING ON ONE SIDE
M
3.5'
2'
PROJECTED TRAFFIC
846
VOLUME UP TO (ADT)
912
11.5'11.5'27'280'155'9%200'2550'LEHIGH DR.PARKING ON ONE SIDE2'662
11.5'11.5'27'280'155'9%200'2550'THORNTON WAY PARKING ON ONE SIDE2'380
11.5'11.5'27'280'155'9%200'2550'MENASHA CT.PARKING ON ONE SIDE2'80
2%2%
LEHIGH DR.
NOT TO SCALE
TYPICAL PAVEMENT SECTION
6.0" SUBBASE VDOT STD. 21B
1.5" SM-9.5A SURFACE COURSE
VDOT VTM-1 METHOD)
AT OPTIMUM MOISTURE CONTENT
(COMPACTED TO 95% DENSITY
COMPACTED SUBGRADE
3" IM-19.0A INTERMEDIATE COURSE
PRELIMINARY PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6.
FINAL PAVEMENT DESIGN SHALL BE IN ACCORDANCE WITH VDOT 2018 PAVEMENT
DESIGN GUIDE AND BASED UPON ACTUAL FIELD TESTED CBR VALUES OBTAINED IN THE
PRESENCE OF A VDOT INSPECTOR. ALL PAVEMENT DESIGNS SHALL BE REVIEWED AND
APPROVED BY VDOT PRIOR TO CONSTRUCTION.
12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00
4.44%PVC = 14+00.00PVC = 648.28'PVI = 16+00.00PVI = 657.17'PVT = 18+00.00PVT = 649.17'VC = 400'
CREST = 16+10.53
ELEV. = 652.96'
47.37K-Val
AD-8.44 PVC = 23+67.50PVC = 626.47'PVI = 24+00.00PVI = 625.17'PVT = 24+32.50PVT = 624.68'VC = 65'
26.00K-Val
375.00SD
AD2.50 PVC = 25+75.00PVC = 622.54'PVI = 26+00.00PVI = 622.17'PVT = 26+25.00PVT = 620.92'VC = 50'
14.29K-Val
AD-3.50
595
600
605
610
615
620
625
630
635
640
645
650
655
660
665
670
595
600
605
610
615
620
625
630
635
640
645
650
655
660
665
670
4.0
0
%
1.50%
5.0
0
%
EXISTING
GRADE
12+94.61=PT13+49.01=INTX. 0+00 THORNTON WAY15+10.31=PC22+82.13=PT25+05.43=INTX. 0+00 TYE CT.=INTX. 5+59.83 HOPKINS WAY25+88.64=PCCOMPACT FILL TO
A MINIMUM 95%
DRY DENSITY, PER
AASHTO T-99
PROPOSED
GRADE
EXISTING
GRADE4" SAN. LAT. 8" SAN. XINGLOT 98" SAN. XING8" SAN. XING4" SAN. LAT.LOT 1315" STORM XING8" SAN. XING4" SAN. LAT.LOT 2715" STORM XING8" SAN. XING4" SAN. LAT.LOT 168" SAN. XING15" STORM XING8" SAN. XINGPROP. 8"W/L XINGPROP. 8"W/L XING8" SAN. XING4" SAN. LAT. LOT 104" SAN. LAT. LOT 304" SAN. LAT.LOT 174" SAN. LAT.LOT 244" SAN. LAT.LOT 234" SAN. LAT.LOT 224" SAN. LAT.LOT 544" SAN. LAT.LOT 53CD-1
RESTRAINT JOINTS (TYP.)
LEHIGH DR.
50' ROW
DESIGN SPEED 25 MPH642.72'643.83'644.94'646.01'647.17'648.28'649.32'650.24'651.02'651.67'652.18'652.57'652.82'652.94'652.93'652.79'652.52'652.11'651.57'650.90'650.10'649.17'648.17'647.17'646.17'645.17'644.17'643.17'642.17'641.17'640.17'639.17'638.17'637.17'636.17'635.17'634.17'633.17'632.17'631.17'630.17'629.17'628.17'627.17'626.18'625.37'624.80'624.42'624.04'623.67'623.29'622.92'622.54'621.95'620.92'619.67'618.42'617.17'643.59'646.06'651.90'629.88'623.59'622.26'SD= 319.74 SD= 333.33
8" SAN. XING4" SAN. LAT.LOT 28151 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, WVSDP NUMBER: #01-22ROAD PROFILESRev. No.Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA38
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
UD-4
3:1 SLO
P
E
(
6
)
M
6"
R/W
SR
5'
4'
6"
SIDEWALK
STANDARD
CG-6
STANDARD
1/4":1'
RSSLP
LPLC
P
LIMITS OF SUB-BASE
1/4":1'
POINT OF
FINISHED GRADE
MAX. GRADE
SUB-BASE
MIN. C.L.
LP SL
4'
5'
R.O.W.
SIDEWALK
6"
STANDARD
M
6"
3:1 SLO
P
E
(
6
)
ROAD
R/W
MIN DESIGN
AND CONSTRUCTION
MIN. SIGHT DISTANCE
(All units are in feet unless otherwise noted.)
LIMITS OF BITUMINOUS SURFACE
CONCRETE
BITUMINOUS
CENTERLINE OF RIGHT OF WAY
13'13'24'
WITH CURB AND GUTTER
RESIDENTIAL SUBDIVISION STREETS (SSAR)
TYPICAL SECTION FOR PUBLIC
280'155'9%200'2550'HOPKINS WAY
WIDTH STOPSPEED (mph)RADIUS INTX.
6"6"
2'2'
1'1'
11.5'11.5'27'280'155'9%200'2550'ROSSUM LN
STREET PARKING
NO PARKING
PARKING ON ONE SIDE
M
3.5'
2'
PROJECTED TRAFFIC
846
VOLUME UP TO (ADT)
912
11.5'11.5'27'280'155'9%200'2550'LEHIGH DR.PARKING ON ONE SIDE2'662
11.5'11.5'27'280'155'9%200'2550'THORNTON WAY PARKING ON ONE SIDE2'380
11.5'11.5'27'280'155'9%200'2550'MENASHA CT.PARKING ON ONE SIDE2'80
2%2%
LEHIGH DR.
NOT TO SCALE
TYPICAL PAVEMENT SECTION
6.0" SUBBASE VDOT STD. 21B
1.5" SM-9.5A SURFACE COURSE
VDOT VTM-1 METHOD)
AT OPTIMUM MOISTURE CONTENT
(COMPACTED TO 95% DENSITY
COMPACTED SUBGRADE
3" IM-19.0A INTERMEDIATE COURSE
PRELIMINARY PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6.
FINAL PAVEMENT DESIGN SHALL BE IN ACCORDANCE WITH VDOT 2018 PAVEMENT
DESIGN GUIDE AND BASED UPON ACTUAL FIELD TESTED CBR VALUES OBTAINED IN THE
PRESENCE OF A VDOT INSPECTOR. ALL PAVEMENT DESIGNS SHALL BE REVIEWED AND
APPROVED BY VDOT PRIOR TO CONSTRUCTION.
26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50
5.0
0
%
1.75%PVC = 27+57.50PVC = 614.29'PVI = 28+00.00PVI = 612.17'PVT = 28+42.50PVT = 611.42'VC = 85'
26.15K-Val
225.42SD
AD3.25
5.0
0
%PVC = 29+50.00PVC = 609.54'PVI = 29+75.00PVI = 609.10'PVT = 30+00.00PVT = 607.85'VC = 50'
15.38K-Val
AD-3.25
575
580
585
590
595
600
605
610
615
620
625
630
635
640
575
580
585
590
595
605
610
615
620
625
630
635
640
27+10.23=PT28+85.59=INTX. 16+50.56 THORNTON WAY30+19.09=PC30+29.85EXISTING
GRADE
COMPACT FILL TO
A MINIMUM 95%
DRY DENSITY, PER
AASHTO T-99
PROPOSED
GRADE
LEHIGH DR.
50' ROW
DESIGN SPEED 25 MPH618.42'617.17'615.92'614.67'613.48'612.51'611.79'611.29'610.85'610.42'609.98'609.54'608.90'607.85'606.60'605.35'RESTRAINT JOINTS (TYP.)616.66'610.67'606.90'606.36'15" STORM XING8" SAN. XING48" STORM XINGSD= 357.05
PROP. 8"W/L XING8" SAN. XING600
-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
605
610
615
620
625
630
635
640
645
650
655
660
665
670
605
610
615
620
625
630
635
640
645
650
655
660
665
670645.40'644.93'644.48'643.72'642.57'641.09'639.59'638.08'636.57'635.11'633.86'632.85'632.06'631.31'630.56'629.81'629.06'628.31'627.56'626.85'2.14%
1.69%PVI = 0+11.56PVI = 645.16'6.
0
3
%PVC = 0+40.50PVC = 644.67'PVI = 0+75.50PVI = 644.08'PVT = 1+10.50PVT = 641.97'VC = 70'
16.11K-Val
AD-4.34
3.00
%PVC = 2+10.00PVC = 635.97'PVI = 2+50.00PVI = 633.56'PVT = 2+90.00PVT = 632.36'VC = 80'
26.41K-Val
250.99SD
AD3.03
2.61
%PVI = 4+63.41PVI = 627.15'30" STORM XING8" SAN. XING4" SAN. LAT.LOT 1434" SAN. LAT.LOT 1444" SAN. LAT.LOT 14515" STORM XING4" SAN. LAT.LOT 1464" SAN. LAT.LOT 1478" SAN. XING0+24.45=PC0+00.00=INTX. 4+85.72 LEHIGH DR.1+49.29=PT4+31.27=END OF ROADPROPOSED
GRADE
EXISTING
GRADE
Menasha Ct.
50' ROW
DESIGN SPEED 25 MPH640.11'628.12'283.40 SD 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, WVSDP NUMBER: #01-22ROAD PROFILESRev. No.Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA39
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
UD-4
3:1 SLO
P
E
(
6
)
M
6"
R/W
SR
5'
4'
6"
SIDEWALK
STANDARD
CG-6
STANDARD
1/4":1'
RSSLP
LPLC
P
LIMITS OF SUB-BASE
1/4":1'
POINT OF
FINISHED GRADE
MAX. GRADE
SUB-BASE
MIN. C.L.
LP SL
4'
5'
R.O.W.
SIDEWALK
6"
STANDARD
M
6"
3:1 SLO
P
E
(
6
)
ROAD
R/W
MIN DESIGN
AND CONSTRUCTION
MIN. SIGHT DISTANCE
(All units are in feet unless otherwise noted.)
LIMITS OF BITUMINOUS SURFACE
CONCRETE
BITUMINOUS
CENTERLINE OF RIGHT OF WAY
13'13'24'
WITH CURB AND GUTTER
RESIDENTIAL SUBDIVISION STREETS (SSAR)
TYPICAL SECTION FOR PUBLIC
280'155'9%200'2550'HOPKINS WAY
WIDTH STOPSPEED (mph)RADIUS INTX.
6"6"
2'2'
1'1'
11.5'11.5'27'280'155'9%200'2550'ROSSUM LN
STREET PARKING
NO PARKING
PARKING ON ONE SIDE
M
3.5'
2'
PROJECTED TRAFFIC
846
VOLUME UP TO (ADT)
912
11.5'11.5'27'280'155'9%200'2550'LEHIGH DR.PARKING ON ONE SIDE2'662
11.5'11.5'27'280'155'9%200'2550'THORNTON WAY PARKING ON ONE SIDE2'380
11.5'11.5'27'280'155'9%200'2550'MENASHA CT.PARKING ON ONE SIDE2'80
2%2%
MENASHA CT.
NOT TO SCALE
TYPICAL PAVEMENT SECTION
6.0" SUBBASE VDOT STD. 21B
1.5" SM-9.5A SURFACE COURSE
VDOT VTM-1 METHOD)
AT OPTIMUM MOISTURE CONTENT
(COMPACTED TO 95% DENSITY
COMPACTED SUBGRADE
3" IM-19.0A INTERMEDIATE COURSE
PRELIMINARY PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6.
FINAL PAVEMENT DESIGN SHALL BE IN ACCORDANCE WITH VDOT 2018 PAVEMENT
DESIGN GUIDE AND BASED UPON ACTUAL FIELD TESTED CBR VALUES OBTAINED IN THE
PRESENCE OF A VDOT INSPECTOR. ALL PAVEMENT DESIGNS SHALL BE REVIEWED AND
APPROVED BY VDOT PRIOR TO CONSTRUCTION.
LEHIGH DR.
NOT TO SCALE
TYPICAL PAVEMENT SECTION
6.0" SUBBASE VDOT STD. 21B
1.5" SM-9.5A SURFACE COURSE
VDOT VTM-1 METHOD)
AT OPTIMUM MOISTURE CONTENT
(COMPACTED TO 95% DENSITY
COMPACTED SUBGRADE
3" IM-19.0A INTERMEDIATE COURSE
PRELIMINARY PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6.
FINAL PAVEMENT DESIGN SHALL BE IN ACCORDANCE WITH VDOT 2018 PAVEMENT
DESIGN GUIDE AND BASED UPON ACTUAL FIELD TESTED CBR VALUES OBTAINED IN THE
PRESENCE OF A VDOT INSPECTOR. ALL PAVEMENT DESIGNS SHALL BE REVIEWED AND
APPROVED BY VDOT PRIOR TO CONSTRUCTION.
Rossum Ln.
50' ROW
DESIGN SPEED 25 MPH
17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50
615
620
625
630
635
640
645
650
655
660
610
615
620
625
630
635
640
645
650
655
660
7.
6
7
%
7.
2
0
%PVC=17+80.23PVC=645.04PVI=17+92.73PVI=644.08PVT=18+05.23PVT=643.18VC = 25.00
SD= 1000.00
K-Value= 53.2
AD0.47
5.03%PVC=18+25.23PVC=641.74PVI=19+87.73PVI=630.04PVT=21+50.23PVT=638.22VC = 325.00
SD= 159.60
K-Value= 26.6
SAG= 20+16.55
ELEV.= 634.85
AD12.23
1.95%PVI=21+56.06PVI=638.5118+32.93=PROPERTY LINE641.20PROP. 8"W/L XINGPROP. 6"SAN. FM XING30" STORM XING15" STORM XING15" STORM XING4" SAN. LAT.LOT 1PROP. 8"W/L XING21+67.57 =INTX. 10+59.80 LEHIGH DR.PROPOSED
GRADE
CD-2 638.73COMPACT FILL TO
A MINIMUM 95%
DRY DENSITY, PER
AASHTO T-99
20.62.98=PT635.26610 START CONTINUATION FROM ROSSUM LANE PIP PLAN645.44643.56641.76640.07638.63637.41636.43635.69635.18634.91634.87635.07635.50636.17637.07638.21EXISTING
GRADE
CD-1
-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
600
605
610
615
620
625
630
635
640
645
650
655
660
600
605
610
615
620
625
630
635
640
645
650
655
660638.11'637.67'637.22'636.53'635.35'633.78'632.17'630.57'629.12'627.91'626.92'626.17'625.48'624.80'624.12'623.44'622.78'622.34'622.13'622.15'622.41'622.88'623.38'1.79%
6.
4
4
%PVC = 0+50.00PVC = 637.22'PVI = 0+80.00PVI = 636.68'PVT = 1+10.00PVT = 634.75'VC = 60'
12.91K-Val
173.01SD
AD-4.65
2.73
%PVC = 1+70.00PVC = 630.89'PVI = 2+20.00PVI = 627.67'PVT = 2+70.00PVT = 626.30'VC = 100'
26.96K-Val
196.79SD
AD3.71
1.99%PVC = 3+87.50PVC = 623.09'PVI = 4+50.00PVI = 621.39'PVT = 5+12.50PVT = 622.63'VC = 125'
SAG = 4+59.76
ELEV. = 622.11'
26.47K-Val
166.60SD
AD4.72
2.06%
575
580
585
590
595
575
580
585
590
595
RESTRAINT JOINTS (TYP.)
PROPOSED
GRADE
EXISTING
GRADE
COMPACT FILL TO
A MINIMUM 95%
DRY DENSITY, PER
AASHTO T-99
6'X7' BOX
CULVERT PROP. 18"STORM XINGPROP. 8"W/L XINGPROP. 8"W/L XINGPROP. 15"STORM XINGPROP. 8"SAN. XING0+16.61=PC1+15.73=PT1+56.14=PC2+80.20=PT5+59.83=INTX. 0+00 TYE CT.=INTX. 25+05.43 LEHIGH DR.CD-1
CD-2
Hopkins Way
50' ROW
DESIGN SPEED 25 MPH634.38'631.78'626.02'623.59'151 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, WVSDP NUMBER: #01-22ROAD PROFILESRev. No.Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA40
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
UD-4
3:1 SLO
P
E
(
6
)
M
6"
R/W
SR
5'
4'
6"
SIDEWALK
STANDARD
CG-6
STANDARD
1/4":1'
RSSLP
LPLC
P
LIMITS OF SUB-BASE
1/4":1'
POINT OF
FINISHED GRADE
MAX. GRADE
SUB-BASE
MIN. C.L.
LP SL
4'
5'
R.O.W.
SIDEWALK
6"
STANDARD
M
6"
3:1 SLO
P
E
(
6
)
ROAD
R/W
MIN DESIGN
AND CONSTRUCTION
MIN. SIGHT DISTANCE
(All units are in feet unless otherwise noted.)
LIMITS OF BITUMINOUS SURFACE
CONCRETE
BITUMINOUS
CENTERLINE OF RIGHT OF WAY
13'13'24'
WITH CURB AND GUTTER
RESIDENTIAL SUBDIVISION STREETS (SSAR)
TYPICAL SECTION FOR PUBLIC
280'155'9%200'2550'HOPKINS WAY
WIDTH STOPSPEED (mph)RADIUS INTX.
6"6"
2'2'
1'1'
11.5'11.5'27'280'155'9%200'2550'ROSSUM LN
STREET PARKING
NO PARKING
PARKING ON ONE SIDE
M
3.5'
2'
PROJECTED TRAFFIC
846
VOLUME UP TO (ADT)
912
11.5'11.5'27'280'155'9%200'2550'LEHIGH DR.PARKING ON ONE SIDE2'662
11.5'11.5'27'280'155'9%200'2550'THORNTON WAY PARKING ON ONE SIDE2'380
11.5'11.5'27'280'155'9%200'2550'MENASHA CT.PARKING ON ONE SIDE2'80
2%2%
HOPKINS WAY
NOT TO SCALE
TYPICAL PAVEMENT SECTION
6.0" SUBBASE VDOT STD. 21B
1.5" SM-9.5A SURFACE COURSE
VDOT VTM-1 METHOD)
AT OPTIMUM MOISTURE CONTENT
(COMPACTED TO 95% DENSITY
COMPACTED SUBGRADE
3" IM-19.0A INTERMEDIATE COURSE
PRELIMINARY PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6.
FINAL PAVEMENT DESIGN SHALL BE IN ACCORDANCE WITH VDOT 2018 PAVEMENT
DESIGN GUIDE AND BASED UPON ACTUAL FIELD TESTED CBR VALUES OBTAINED IN THE
PRESENCE OF A VDOT INSPECTOR. ALL PAVEMENT DESIGNS SHALL BE REVIEWED AND
APPROVED BY VDOT PRIOR TO CONSTRUCTION.
ROSSUM LN.
NOT TO SCALE
TYPICAL PAVEMENT SECTION
6.0" SUBBASE VDOT STD. 21B
1.5" SM-9.5A SURFACE COURSE
VDOT VTM-1 METHOD)
AT OPTIMUM MOISTURE CONTENT
(COMPACTED TO 95% DENSITY
COMPACTED SUBGRADE
3" IM-19.0A INTERMEDIATE COURSE
PRELIMINARY PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6.
FINAL PAVEMENT DESIGN SHALL BE IN ACCORDANCE WITH VDOT 2018 PAVEMENT
DESIGN GUIDE AND BASED UPON ACTUAL FIELD TESTED CBR VALUES OBTAINED IN THE
PRESENCE OF A VDOT INSPECTOR. ALL PAVEMENT DESIGNS SHALL BE REVIEWED AND
APPROVED BY VDOT PRIOR TO CONSTRUCTION.
-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
595
600
605
610
615
620
625
630
635
640
645
650
655
660
595
600
605
610
615
620
625
630
635
640
645
650
655
660623.59'623.25'623.13'623.25'623.60'624.20'625.04'626.11'627.35'628.59'629.74'630.59'631.34'632.09'632.84'633.59'634.31'634.96'635.56'636.09'636.56'636.96'637.34'637.71'638.09'638.46'638.84'639.21'639.59'639.96'640.34'640.71'641.09'641.46'641.84'2.00%0.78%PVI = 0+11.50PVI = 623.36'PVC = 0+30.00PVC = 623.21'PVI = 1+05.00PVI = 622.63'PVT = 1+80.00PVT = 626.36'VC = 150'
SAG = 0+50.34
ELEV. = 623.13'
26.07K-Val
157.75SD
AD5.75
3.00%PVC = 2+30.00PVC = 628.84'PVI = 2+50.00PVI = 629.84'PVT = 2+70.00PVT = 630.44'VC = 40'
20.27K-Val
AD-1.97
1.50%PVC = 3+75.00PVC = 633.59'PVI = 4+50.00PVI = 635.84'PVT = 5+25.00PVT = 636.96'VC = 150'
99.98K-Val
AD-1.50
RESTRAINT JOINTS (TYP.)
PROPOSED
GRADE
EXISTING
GRADE
COMPACT FILL TO
A MINIMUM 95%
DRY DENSITY, PER
AASHTO T-99
1+03.33=PC3+72.09=PT0+00.00=INTX. 25+05.43 LEHIGH DR.=INTX. 5+59.83 HOPKINS WAY7+71.89 END OF ROADTye Ct.
Private Street
CD-1
CD-2
30" STORM XING30" STORM XING4" SAN. LAT.LOT 554" SAN. LAT.LOT 564" SAN. LAT.LOT 574" SAN. LAT.LOT 584" SAN. LAT.LOT 594" SAN. LAT.LOT 604" SAN. LAT.LOT 614" SAN. LAT.LOT 624" SAN. LAT.LOT 634" SAN. LAT.LOT 644" SAN. LAT.LOT 654" SAN. LAT.LOT 664" SAN. LAT.LOT 674" SAN. LAT.LOT 684" SAN. LAT.LOT 694" SAN. LAT.LOT 704" SAN. LAT.LOT 714" SAN. LAT.LOT 724" SAN. LAT.LOT 734" SAN. LAT.LOT 7418" STORM XING4" SAN. LAT.LOT 754" SAN. LAT.LOT 764" SAN. LAT.LOT 774" SAN. LAT.LOT 784" SAN. LAT.LOT 794" SAN. LAT.LOT 8015" STORM XING4.97%
SD= 566.97 SD= 794.26
15" STORM XINGPROP. 6"W/L XING151 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, WVSDP NUMBER: #01-22ROAD PROFILESRev. No.Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA41
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
UD-4
3:1 SLO
P
E
(
4
)
1'
6"
SR
5'
4'
6"
CG-6
P
LIMITS OF SUBBASE
1/4":1'
POINT OF
FINISHED GRADE
SUBBASE
SL
4'
5'
6"
1'
6"
3:1 SLO
P
E
(
4
)
AND CONSTRUCTION
(All units are in feet unless otherwise noted.)
LIMITS OF BITUMINOUS SURFACE
CONCRETE
BITUMINOUS
CENTERLINE OF RIGHT OF WAY
TOWNHOUSE RESIDENTIAL SUBDIVISION (NO STREET PARKING)
PRIVATE STREET WITH CURB AND GUTTER IN
TYPICAL SECTION FOR
CG-6STANDARD
2'2'
UD-4
3:1 SLO
P
E
(
6
)
M
6"
R/W
SR
5'
4'
6"
SIDEWALK
STANDARD
CG-6
STANDARD
1/4":1'
RSSLP
LPLC
P
LIMITS OF SUB-BASE
1/4":1'
POINT OF
FINISHED GRADE
MAX. GRADE
SUB-BASE
MIN. C.L.
LP SL
4'
5'
R.O.W.
SIDEWALK
6"
STANDARD
M
6"
3:1 SLO
P
E
(
6
)
ROAD
R/W
MIN DESIGN
AND CONSTRUCTION
MIN. SIGHT DISTANCE
(All units are in feet unless otherwise noted.)
LIMITS OF BITUMINOUS SURFACE
CONCRETE
BITUMINOUS
CENTERLINE OF RIGHT OF WAY
13'13'24'
WITH CURB AND GUTTER
RESIDENTIAL SUBDIVISION STREETS (SSAR)
TYPICAL SECTION FOR PUBLIC
280'155'9%200'2550'HOPKINS WAY
WIDTH STOPSPEED (mph)RADIUS INTX.
6"6"
6"
6"
2'2'
24'1'
1'
SIDEWALK
STANDARD
1'
1'
SIDEWALK
STANDARD
11.5'11.5'27'280'155'9%200'2550'ROSSUM LN
STREET PARKING
NO PARKING
PARKING ON ONE SIDE
M
3.5'
2'
PROJECTED TRAFFIC
846
VOLUME UP TO (ADT)
912
11.5'11.5'27'280'155'9%200'2550'LEHIGH DR.PARKING ON ONE SIDE2'662
11.5'11.5'27'280'155'9%200'2550'THORNTON WAY PARKING ON ONE SIDE2'380
11.5'11.5'27'280'155'9%200'2550'MENASHA CT.PARKING ON ONE SIDE2'80
2%2%
2%2%
TYE CT.
NOT TO SCALE
TYPICAL PAVEMENT SECTION
6.0" SUBBASE VDOT STD. 21B
1.5" SM-9.5A SURFACE COURSE
VDOT VTM-1 METHOD)
AT OPTIMUM MOISTURE CONTENT
(COMPACTED TO 95% DENSITY
COMPACTED SUBGRADE
3" IM-19.0A INTERMEDIATE COURSE
PRELIMINARY PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6.
FINAL PAVEMENT DESIGN SHALL BE IN ACCORDANCE WITH VDOT 2018 PAVEMENT
DESIGN GUIDE AND BASED UPON ACTUAL FIELD TESTED CBR VALUES OBTAINED IN THE
PRESENCE OF A VDOT INSPECTOR. ALL PAVEMENT DESIGNS SHALL BE REVIEWED AND
APPROVED BY VDOT PRIOR TO CONSTRUCTION.
-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
605
610
615
620
625
630
635
640
645
650
655
660
665
670
1.77%PVI = 0+11.50PVI = 645.78'1.20%PVC = 0+15.00PVC = 645.72'PVI = 0+55.00PVI = 645.01'PVT = 0+95.00PVT = 645.49'VC = 80'
SAG = 0+62.68
ELEV. = 645.30'
26.93K-Val
261.29SD
AD2.97
2.53%PVC = 1+82.50PVC = 646.54'PVI = 2+20.00PVI = 646.99'PVT = 2+57.50PVT = 646.04'VC = 75'
CREST = 2+06.63
ELEV. = 646.69'
20.11K-Val
AD-3.73
5.4
2
%PVC = 3+55.00PVC = 643.58'PVI = 3+75.00PVI = 643.07'PVT = 3+95.00PVT = 641.99'VC = 40'
13.84K-Val
AD-2.89
2.80
%PVC = 6+15.00PVC = 630.06'PVI = 6+50.00PVI = 628.17'PVT = 6+85.00PVT = 627.19'VC = 70'
26.72K-Val
335.44SD
AD2.62
3.25%PVC = 7+75.00PVC = 624.67'PVI = 9+00.00PVI = 621.17'PVT = 10+25.00PVT = 625.23'VC = 250'
SAG = 8+90.70
ELEV. = 623.05'
41.32K-Val
219.82SD
AD6.05
605
610
615
620
625
630
635
640
645
650
655
660
665
PROPOSED
GRADE
PROPOSED
GRADE
COMPACT FILL TO
A MINIMUM 95%
DRY DENSITY, PER
AASHTO T-9915" STORM XING4" SAN. LAT.LOT 344" SAN. LAT.LOT 358" SAN. XING4" SAN. LAT.LOT 1218" SAN. XING4" SAN. LAT.LOT 388" SAN. XING4" SAN. LAT.LOT 1188" SAN. XING4" SAN. LAT.LOT 4015" STORM XING4" SAN. LAT.LOT 414" SAN. LAT.LOT 424" SAN. LAT.LOT 434" SAN. LAT.LOT 4418" STORM XING4" SAN. LAT.LOT 454" SAN. LAT.LOT 46PROP. 8"W/L XINGEXISTING
GRADE
CD-1
CD-1
CD-2
0+00.00=INTX. 13+49.01 LEHIGH DR.1+89.20 PC6+03.48 PT9+14.81 PC605
610
615
620
625
630
635
640
645
650
655
660
665
670
Thornton Way
50' ROW
DESIGN SPEED 25 MPH646.01'645.56'645.33'645.33'645.55'645.85'646.15'646.45'646.68'646.60'646.22'645.60'644.97'644.34'643.70'642.93'641.72'640.36'639.01'637.65'636.30'634.94'633.59'632.23'630.88'629.54'628.40'627.49'626.77'626.07'625.37'624.67'624.04'623.57'623.25'623.08'623.06'623.19'623.47'623.91'624.49'RESTRAINT JOINTS (TYP.)646.61'630.69'623.12'2.00%
SD= 326.84 SD= 393.42 151 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, WVSDP NUMBER: #01-22ROAD PROFILESRev. No.Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
UD-4
3:1 SLO
P
E
(
6
)
M
6"
R/W
SR
5'
4'
6"
SIDEWALK
STANDARD
CG-6
STANDARD
1/4":1'
RSSLP
LPLC
P
LIMITS OF SUB-BASE
1/4":1'
POINT OF
FINISHED GRADE
MAX. GRADE
SUB-BASE
MIN. C.L.
LP SL
4'
5'
R.O.W.
SIDEWALK
6"
STANDARD
M
6"
3:1 SLO
P
E
(
6
)
ROAD
R/W
MIN DESIGN
AND CONSTRUCTION
MIN. SIGHT DISTANCE
(All units are in feet unless otherwise noted.)
LIMITS OF BITUMINOUS SURFACE
CONCRETE
BITUMINOUS
CENTERLINE OF RIGHT OF WAY
13'13'24'
WITH CURB AND GUTTER
RESIDENTIAL SUBDIVISION STREETS (SSAR)
TYPICAL SECTION FOR PUBLIC
280'155'9%200'2550'HOPKINS WAY
WIDTH STOPSPEED (mph)RADIUS INTX.
6"6"
2'2'
1'1'
11.5'11.5'27'280'155'9%200'2550'ROSSUM LN
STREET PARKING
NO PARKING
PARKING ON ONE SIDE
M
3.5'
2'
PROJECTED TRAFFIC
846
VOLUME UP TO (ADT)
912
11.5'11.5'27'280'155'9%200'2550'LEHIGH DR.PARKING ON ONE SIDE2'662
11.5'11.5'27'280'155'9%200'2550'THORNTON WAY PARKING ON ONE SIDE2'380
11.5'11.5'27'280'155'9%200'2550'MENASHA CT.PARKING ON ONE SIDE2'80
2%2%
THORNTON WAY
NOT TO SCALE
TYPICAL PAVEMENT SECTION
6.0" SUBBASE VDOT STD. 21B
1.5" SM-9.5A SURFACE COURSE
VDOT VTM-1 METHOD)
AT OPTIMUM MOISTURE CONTENT
(COMPACTED TO 95% DENSITY
COMPACTED SUBGRADE
3" IM-19.0A INTERMEDIATE COURSE
PRELIMINARY PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6.
FINAL PAVEMENT DESIGN SHALL BE IN ACCORDANCE WITH VDOT 2018 PAVEMENT
DESIGN GUIDE AND BASED UPON ACTUAL FIELD TESTED CBR VALUES OBTAINED IN THE
PRESENCE OF A VDOT INSPECTOR. ALL PAVEMENT DESIGNS SHALL BE REVIEWED AND
APPROVED BY VDOT PRIOR TO CONSTRUCTION.
10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50
585
590
595
600
605
610
615
620
625
630
635
640
645
650
655
660
665
670
3.25%PVT = 10+25.00PVT = 625.23'8.
7
2%PVC = 11+35.00PVC = 628.80'PVI = 12+35.00PVI = 632.05'PVT = 13+35.00PVT = 623.34'VC = 200'
CREST = 11+89.32
ELEV. = 629.69'
16.71K-Val
AD-11.97
1.07%PVC = 13+72.50PVC = 620.07'PVI = 15+00.00PVI = 608.96'PVT = 16+27.50PVT = 610.32'VC = 255'
SAG = 15+99.72
ELEV. = 610.17'
26.07K-Val
157.46SD
AD9.78 PVI = 16+39.06PVI = 610.44'PROPOSED
GRADE
COMPACT FILL TO
A MINIMUM 95%
DRY DENSITY, PER
AASHTO T-994" SAN. LAT.LOT 454" SAN. LAT.LOT 464" SAN. LAT.LOT 4715" STORM XING4" SAN. LAT.LOT 484" SAN. LAT.LOT 494" SAN. LAT.LOT 504" SAN. LAT.LOT 514" SAN. LAT.LOT 5215" STORM XING48" STORM XINGEXISTING
GRADE
CD-1 CD-2
Thornton Way
50' ROW
DESIGN SPEED 25 MPH12+44.47 PT14+25.92 PC15+45.46 PT16+50.56=INTX. 28+85.59 LEHIGH DR.625.23'626.04'626.85'627.67'628.48'629.22'629.63'629.65'629.31'628.59'627.49'626.02'624.18'622.03'619.85'617.82'616.02'614.47'613.15'612.07'611.24'610.64'610.28'610.17'610.29'610.66'10+00
RESTRAINT JOINTS (TYP.)
585
590
595
600
605
610
615
620
625
630
635
640
645
650
655
660
665
670
580
575
580
575
PROPOSED
GRADE628.78'615.97'610.74'610.67'EXISTING
GRADE
2.00%
SD= 189.93 151 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, WVSDP NUMBER: #01-22ROAD PROFILESRev. No.Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42A
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
UD-4
3:1 SLO
P
E
(
6
)
M
6"
R/W
SR
5'
4'
6"
SIDEWALK
STANDARD
CG-6
STANDARD
1/4":1'
RSSLP
LPLC
P
LIMITS OF SUB-BASE
1/4":1'
POINT OF
FINISHED GRADE
MAX. GRADE
SUB-BASE
MIN. C.L.
LP SL
4'
5'
R.O.W.
SIDEWALK
6"
STANDARD
M
6"
3:1 SLO
P
E
(
6
)
ROAD
R/W
MIN DESIGN
AND CONSTRUCTION
MIN. SIGHT DISTANCE
(All units are in feet unless otherwise noted.)
LIMITS OF BITUMINOUS SURFACE
CONCRETE
BITUMINOUS
CENTERLINE OF RIGHT OF WAY
13'13'24'
WITH CURB AND GUTTER
RESIDENTIAL SUBDIVISION STREETS (SSAR)
TYPICAL SECTION FOR PUBLIC
280'155'9%200'2550'HOPKINS WAY
WIDTH STOPSPEED (mph)RADIUS INTX.
6"6"
2'2'
1'1'
11.5'11.5'27'280'155'9%200'2550'ROSSUM LN
STREET PARKING
NO PARKING
PARKING ON ONE SIDE
M
3.5'
2'
PROJECTED TRAFFIC
846
VOLUME UP TO (ADT)
912
11.5'11.5'27'280'155'9%200'2550'LEHIGH DR.PARKING ON ONE SIDE2'662
11.5'11.5'27'280'155'9%200'2550'THORNTON WAY PARKING ON ONE SIDE2'380
11.5'11.5'27'280'155'9%200'2550'MENASHA CT.PARKING ON ONE SIDE2'80
2%2%
THORNTON WAY
NOT TO SCALE
TYPICAL PAVEMENT SECTION
6.0" SUBBASE VDOT STD. 21B
1.5" SM-9.5A SURFACE COURSE
VDOT VTM-1 METHOD)
AT OPTIMUM MOISTURE CONTENT
(COMPACTED TO 95% DENSITY
COMPACTED SUBGRADE
3" IM-19.0A INTERMEDIATE COURSE
PRELIMINARY PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6.
FINAL PAVEMENT DESIGN SHALL BE IN ACCORDANCE WITH VDOT 2018 PAVEMENT
DESIGN GUIDE AND BASED UPON ACTUAL FIELD TESTED CBR VALUES OBTAINED IN THE
PRESENCE OF A VDOT INSPECTOR. ALL PAVEMENT DESIGNS SHALL BE REVIEWED AND
APPROVED BY VDOT PRIOR TO CONSTRUCTION.
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00
565
570
575
580
585
590
595
600
605
610
615
620
625
630
635
640
645
650
655
565
570
575
580
585
590
595
600
605
610
615
620
625
630
635
640
645
650
655
26' - 48"
ADS N-12
@0.50%
26' - 48"
RCP CL IV
@4.50%
26' -
4
8"
RCP
C
L I
V
@4.49
%
36' - 48"
ADS N-12
@0.51%
87' - 48" ADS N
-
1
2
@1.27%
50' - 36"
ADS N-12
@1.00%
63' - 3
6" ADS N-
1
2
@4.52
%
168' -
3
6
"
A
D
S
N
-
1
2
@
4.
2
3
%
79' - 36" ADS N-12
@0.57%
24' - 30"
ADS N-12
@0.50%
53' - 24"
ADS N-1
2
@2.10%
177' - 1
5
"
A
D
S
N
-
1
2
@
3
.
1
7
%
207' -
1
5
"
A
D
S
N
-
1
2
@
3.
9
8
%
169' -
1
5
"
A
D
S
N
-
1
2
@
3.
9
6
%
26' - 15"
ADS N-12
@0.50%
50 51
52 53 54 55
56
57
58
0+00.00= EW-2INV OUT=576.000+26.00=MH-1, 6' DIAM BASEINV OUT=576.13INV IN=580.880+52.05=MH-1, 6' DIAM BASEINV OUT=582.05INV IN=589.800+77.87=DI-2EE - 6', 6' DIAM BASEINV OUT=590.96INV IN=600.461+13.98=DI-2EE - 6', 6' DIAM BASEINV OUT=600.65INV IN=600.90INV IN=603.402+00.93=MH-1, 7' DIAM BASEINV OUT=602.00INV IN=603.00INV IN=603.002+50.99=DI-2E - 6'INV OUT=603.50INV IN=603.75INV IN=605.253+13.97=DI-2E - 6'INV OUT=606.60INV IN=606.85INV IN=607.304+82.00=DI-2E - 4'INV OUT=613.95INV IN=614.205+61.49=DI-2E - 4'INV OUT=614.65INV IN=616.93INV IN=615.155+85.10=DI-2B - 6'INV OUT=617.05INV IN=617.556+37.85=DI-2B - 8'INV OUT=618.66INV IN=619.41INV IN=619.418+14.39=DI-2B - 8'INV OUT=625.00INV IN=625.2510+21.65=DI-2B - 8'INV OUT=633.50INV IN=633.75INV IN=633.7511+90.77=DI-2B - 10'INV OUT=640.44INV IN=640.6912+17.17=DI-2B - 6'INV OUT=640.82TOP=588.79TOP=601.83TOP=608.67TOP=609.45TOP=610.61TOP=611.96TOP=614.30TOP=622.45TOP=623.27TOP=623.27TOP=624.42TOP=630.08TOP=638.52TOP=645.42TOP=645.42POND #1
FOREBAY
20A 20B 2120 22
2:122B
PROPOSED
GRADE
HGL
EXISTING
GRADE
STORM STR. 20 TO STR. 58A
COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASTM D6988" WL XING58A
8" WL XING8" WL XING4" SAN LAT XINGLOT # 53 4" SAN LAT XINGLOT # 54 8" SAN XING4" SAN LAT XINGLOT # 22 4" SAN LAT XINGLOT # 23 4" SAN LAT XINGLOT # 24 4" SAN LAT XINGLOT # 25 4" SAN LAT XINGLOT # 26 4" SAN LAT XINGLOT # 27 4" SAN LAT XINGLOT # 28 8" SAN XING8" SAN XING8" SAN XING-1+00 -0+50
35' CL 1
RIP RAP STORM SEWER PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD 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, WVSDP NUMBER: #01-22
Rev. No.Date
08 02-21-2022
43
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
-1+00 -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
585
590
595
600
605
610
615
620
625
630
635
640
645
585
590
595
600
605
610
615
620
625
630
635
640
645
37'
- 36"
ADS N-12
@0.67%
114' - 36"
A
D
S
N
-
1
2
@
2
.
0
8
%
74' -
3
6" ADS
N-
1
2
@
5.
7
8
%
162' - 36" A
D
S
N
-
1
2
@
1
.
8
6
%
143' - 36" ADS HP @0.50%
151' - 36" ADS N-12 @0.50%
50' - 36"
ADS N-12
@0.50%
40'
- 36"
ADS N-12
@0.50%
222' - 15
"
A
D
S
N
-
1
2
@
2
.
7
3
%
26'
- 15"
ADS N-12
@0.50%
22B 24
25
25A
26
27
28 29 30
31 31A
0+00.00= MH-1 - 7' DIAM. BASEINV OUT=602.00INV IN=603.00INV IN=603.000+37.17=DI-2E - 6'INV OUT=603.25INV IN=603.50INV IN=605.351+51.60=DI-2E - 8'INV OUT=605.88INV IN=606.132+25.49=DI-2E - 4'INV OUT=610.40INV IN=610.653+87.97=DI-2EE - 4'INV OUT=613.68INV IN=613.93INV IN=623.955+30.89=DI-2EE - 6'INV OUT=614.64INV IN=614.896+81.45=DI-2E - 6'INV OUT=615.64INV IN=615.89INV IN=617.557+31.92=DI-2F - 6'INV OUT=616.14INV IN=616.397+71.56=DI-2E - 8'INV OUT=616.59INV IN=618.34INV IN=616.849+93.18=DI-2B - 12'INV OUT=624.40INV IN=624.65INV OUT=624.78INV IN=624.78TOP=610.61TOP=610.27TOP=612.88TOP=617.40TOP=628.88TOP=627.68TOP=623.47TOP=623.15TOP=623.34TOP=629.42TOP=629.42STA3+87.97
ELEV623.95
CROWN625.20
8" SAN SEW XINGSTORM STR. 22B TO STR. 31A
COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASTM D698
COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASTM D698
10+19.58=DI-2B - 10'PROPOSED
GRADE
EXISTING
GRADE
HGL
4" SAN LAT XINGLOT 524" SAN LAT XINGLOT 514" SAN LAT XINGLOT 504" SAN LAT XINGLOT 494" SAN LAT XINGLOT 484" SAN LAT XINGLOT 474" SAN LAT XINGLOT 464" SAN LAT XINGLOT 454" SAN LAT XINGLOT 444" SAN LAT XINGLOT 434" SAN LAT XINGLOT 424" SAN LAT XINGLOT 41-0+50 0+00 0+50 1+00
575
580
585
590
595
600
605
610
615
620
575
580
585
590
595
600
605
610
615
620
26'
- 15"
ADS N-12
@1.14%
24 23
TOP=610.27TOP=610.278" SAN SEW XINGCOMPACT
FILL TO 95%
MAXIMUM
DRY DENSITY
PER ASTM
D698
STORM STR. 24 TO STR. 230+00.00=DI-2B - 6'INV OUT=603.25INV IN=605.35INV IN=603.500+26.40=DI-2B - 8'INV OUT=605.65INV IN=605.65PROPOSED
GRADE
EXISTING
GRADE
HGL
-0+50 0+00 0+50 1+00 1+50 2+00
595
600
605
610
615
620
625
630
635
595
600
605
610
615
620
625
630
635
26'
- 18"
ADS N-12
@0.57%
52' - 15"
ADS N-12
@0.58%
44' - 15"
ADS N-12
@0.57%
28 28A 28B 28C
0+00.00=DI-2B - 6'INV OUT=615.64INV IN=617.55INV IN=615.890+26.40=DI-2B - 6'INV OUT=617.70INV IN=617.950+78.31=DI-2C - 6'INV OUT=618.25INV IN=618.501+22.07=DI-2B - 6'INV OUT=618.75INV IN=618.75TOP=623.47TOP=623.47TOP=623.15TOP=623.388" SAN SEW XING4" SAN LAT XINGLOT 112STORM STR. 28 TO STR. 28C
COMPACT
FILL TO 95%
MAXIMUM
DRY DENSITY
PER ASTM
D698
PROPOSED
GRADE
EXISTING
GRADE
HGL
SAN LATS UPDATED4" SAN LAT XINGLOT 113-0+50 0+00 0+50
610
615
620
625
630
635
640
645
610
615
620
625
630
635
640
645
31' - 15"
ADS N-
1
2
@2.30%
57 57A
0+00.00=DI-2B - 6'INV OUT=633.50INV IN=633.75INV IN=633.750+30.54=DI-2B - 6'INV OUT=634.45INV IN=634.45TOP=638.53TOP=639.14595
600
605
610
615
620
625
630
595
600
605
610
615
620
625
630
26'
- 15"
ADS N-12
@1.55%
55 55A
TOP=624.42TOP=624.420+00 0+50 1+00
600
605
610
615
620
625
630
635
600
605
610
615
620
625
630
635
74' - 18"
ADS N-12 @0.58%
30A 30C
0+00.00=DI-1INV OUT=619.12INV IN=619.37INV IN=619.370+73.59=DI-1INV OUT=619.80INV IN=619.80TOP=622.50TOP=622.50-0+50 0+00 0+50 1+00
585
590
595
600
605
610
615
620
585
590
595
600
605
610
615
620
27'
- 15"
ADS N-12
@0.60%
50 50A
0+00.00=DI-2B - 6'INV OUT=603.50INV IN=605.25INV IN=603.750+26.50=DI-2B - 6'INV OUT=605.41INV IN=605.41TOP=611.96TOP=612.048" SAN SEW XING8" SAN SEW XING8" SAN SEW XINGEXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
HGL
HGL
HGL
HGL
PROPOSED
GRADE PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
-0+50 0+00 0+50 1+000+00.00=DI-2B - 6'INV OUT=618.66INV IN=619.41INV IN=619.410+26.40=DI-2B - 6'INV OUT=619.82INV IN=619.82COMPACT FILL
TO 95%
MAXIMUM DRY
DENSITY PER
ASTM D698
COMPACT FILL
TO 95%
MAXIMUM DRY
DENSITY PER
ASTM D698
COMPACT FILL
TO 95%
MAXIMUM DRY
DENSITY PER
ASTM D698
STORM STR. 30A TO STR. 30C STORM STR. 57 TO STR. 57A STORM STR. 55 TO STR. 55A STORM STR. 50 TO STR. 50A-0+50 0+00 0+50 1+00
595
600
605
610
615
620
625
630
635
640
595
600
605
610
615
620
625
630
635
640
26'
- 15"
ADS N-12
@1.14%
26 26A
0+00.00=DI-2EE - 4'INV OUT=613.68INV IN=623.95INV IN=613.930+26.40=DI-2B - 4'INV OUT=624.25INV IN=624.25TOP=628.88TOP=628.88STA0+00.00
ELEV613.93
CROWN616.93
8" SAN SEW XINGSTORM STR. 26 TO STR. 26A
PROPOSED
GRADE
EXISTING
GRADE
HGL
-0+50 -1+00 STORM SEWER PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD 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, WVSDP NUMBER: #01-22
Rev. No.Date
08 02-21-2022
44
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00
610
615
620
625
630
635
640
645
650
655
660
665
610
615
620
625
630
635
640
645
650
655
660
665
119' - 24" ADS N-12 @0.50%
76' - 24"
ADS N-12 @0.50%
205' -
2
4"
A
D
S
N-
1
2
@
4.
9
1
%
102' -
2
4"
A
D
S
N-
1
2
@6.8
0
%
153' - 24" A
D
S
N
-
1
2
@
2
.
0
2
%
30 30A
30B
30D
30E
30F
0+00.00=DI-2B - 8'INV OUT=616.59INV IN=616.84INV IN=618.341+19.45=DI-1INV OUT=617.44INV IN=617.69INV IN=618.631+95.05=DI-1INV OUT=618.07INV IN=618.324+00.01=DI-1INV OUT=628.38INV IN=628.635+01.76=DI-1INV OUT=635.55INV IN=635.806+54.97=DI-1INV OUT=638.89INV IN=638.89TOP=623.34TOP=623.50TOP=624.00TOP=632.20TOP=639.60TOP=642.89STORM STR. 30 TO STR. 30F 8" W/L XINGPROPOSED
GRADE
EXISTING
GRADE
HGL
COMPACT FILL
TO 95%
MAXIMUM DRY
DENSITY PER
ASTM D698
COMPACT FILL
TO 95%
MAXIMUM DRY
DENSITY PER
ASTM D698
-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
605
610
615
620
625
630
635
640
645
650
655
605
610
615
620
625
630
635
640
645
650
655
92' - 30" ADS N-12
@0.54%
34' - 30"
ADS N-12
@0.58%69' - 30"
ADS N-12
@0.58%68' - 30" ADS N-12 @11.89%
70' - 24"
ADS N-12
@1.73%
188' - 18" ADS N-12 @0.7
8
%
35' - 18"
ADS N-12
@0.51%
146' - 15" ADS
N
-
1
2
@
1
.
3
3
%
97' - 1
5
"
A
D
S
N
-
1
2
@3.76%
53
80
81
81A
81B
82
83 84
85 86
0+00.00=DI-2B - 4'INV OUT=614.65INV IN=615.15INV IN=616.930+92.12=DI-2B - 6'INV OUT=615.65INV IN=615.901+26.39=DI-2B - 6'INV OUT=616.10INV IN=616.351+95.22=DI-1INV OUT=616.75INV IN=617.002+63.57=INV OUT=625.13INV IN=625.63INV IN=626.133+34.05=DI-2B - 8'INV OUT=626.85INV IN=627.605+21.82=DI-2B - 8'INV OUT=629.06INV IN=629.315+56.98=DI-2B - 6'INV OUT=629.49INV IN=631.747+02.85=DI-2B - 4'INV OUT=633.68INV IN=633.938+00.03=DI-1INV OUT=637.58INV IN=637.58TOP=623.27TOP=624.94TOP=625.48TOP=623.26TOP=631.33TOP=633.87TOP=637.74TOP=638.13TOP=640.32TOP=640.008" SAN8" SAN XING 8" W/L XING8" W/L XINGXINGPROPOSED
GRADE
EXISTING
GRADE
8" W/L XINGSTORM STR. 53 TO STR. 86
HGL
HGL
4" SAN LATLOT 554" SAN LATLOT 944" SAN LATLOT 934" SAN LATLOT 924" SAN LATLOT 914" SAN LATLOT 904" SAN LATLOT 894" SAN LATLOT 884" SAN LATLOT 744" SAN LATLOT 754" SAN LATLOT 764" SAN LATLOT 774" SAN LATLOT 784" SAN LATLOT 794" SAN LATLOT 800+00 0+50 1+00 1+50 2+00
610
615
620
625
630
635
640
645
650
610
615
620
625
630
635
640
645
650
51' - 24"
ADS N-12
@0.98%
26'
- 24"
ADS N-12
@0.57%
127' - 24" ADS N-12 @0.51%
1 2 2A 2B
0+00.00= EW-1INV OUT=630.20INV IN=630.200+51.07=DI-2BB - 4'INV OUT=630.70INV IN=630.950+77.47=DI-2BB - 6'INV OUT=631.10INV IN=631.352+04.95= EW-1INV OUT=632.00INV IN=632.00TOP=642.02TOP=642.028" SAN SEW XINGEXISTING
GRADE
HGL
PROPOSED
GRADE
COMPACT FILL
TO 95%
MAXIMUM DRY
DENSITY PER
ASTM D698
STORM STR. 1 TO STR. 2B8" WL XING35' CL A1
RIP RAP
-1+00 -0+50 0+00 0+50 1+00
605
610
615
620
625
630
635
640
645
605
610
615
620
625
630
635
640
645
36'
- 18"
ADS N-12
@1.61%
81B 81C
0+00.00= MH-1INV OUT=625.13INV IN=626.13INV IN=625.630+36.09=DI-2B - 6'INV OUT=626.71TOP=631.33TOP=631.618" SAN XING8" W/L XINGSTORM STR. 81B TO STR. 81C
-0+50 2+50
PROPOSED
GRADE
EXISTING
GRADE
HGL
STORM SEWER PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD 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, WVSDP NUMBER: #01-22
Rev. No.Date
08 02-21-2022
45
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
STORM STR. 3B TO STR. 14A STORM STR. 3 TO STR. 3A
-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
610
615
620
625
630
635
640
645
650
655
610
615
620
625
630
635
640
645
650
655
166' - 30" ADS HP @0.50%
290' - 30" ADS HP @0.50%
140' - 24" ADS N-12 @0.50%
130' - 18" ADS N-12 @0.50%
127' - 18"
A
D
S
N
-
1
2
@
2
.
1
3
%
102' -
1
5
"
A
D
S
N
-
1
2
@4.00%
26' - 15"
ADS N-12
@0.49%
3B
3
4
5
12
13
14 14A
0+00.00= EW-1INV OUT=628.211+66.49=DI-2EE - 6'INV OUT=629.04INV IN=629.29INV IN=639.414+56.87=DI-2EE - 6'INV OUT=630.74INV IN=631.24INV IN=635.265+97.13=DI-2C - 6'INV OUT=631.95INV IN=632.20INV IN=635.457+27.08=DI-2B - 4'INV OUT=632.85INV IN=633.10INV IN=633.358+53.88=DI-2B - 6'INV OUT=635.80INV IN=636.05INV IN=636.059+55.42=DI-2B - 4'INV OUT=640.11INV IN=640.369+81.82=DI-2B - 6'INV OUT=640.49TOP=646.18TOP=642.93TOP=640.48TOP=638.51TOP=641.13TOP=645.43TOP=645.438" SAN XING8" SAN XING4" SAN LAT XINGLOT # 142 8" SAN XING8" SAN XINGPROPOSED
GRADE PROPOSED
GRADE
HGL
HGL
EXISTING
GRADE
EXISTING
GRADE
40' CL A1
RIP RAP
COMPACT FILL
TO 95%
MAXIMUM DRY
DENSITY PER
ASTM D698
-0+50 0+00 0+50
610
615
620
625
630
635
640
645
650
655
610
615
620
625
630
635
640
645
650
655
26' - 15"
ADS N-12
@0.49%
3 3A
0+00.00=DI-2EE - 4'INV OUT=629.04INV IN=639.41INV IN=629.290+26.40=DI-2B - 4'INV OUT=639.54INV IN=639.54TOP=646.18TOP=646.18PROPOSED
GRADE
EXISTING
GRADE
HGL
8" WL XING8" W/L XING6" FM XING6" FM XINGCONCRETE
CRADLE
STORM STR. 12 TO STR. 12A STORM STR. 13 TO STR. 15A
-0+50 0+00 0+50 1+00 1+50 2+00
620
625
630
635
640
645
650
655
660
620
625
630
635
640
645
650
655
660
26' - 18"
ADS N-12
@0.50%
117' - 15" ADS N-12 @0.50%
13 13A 15A
0+00.00=DI-2B - 6'INV OUT=635.80INV IN=636.05INV IN=636.050+26.40=DI-2B - 8'INV OUT=636.18INV IN=636.431+43.17=DI-1INV OUT=637.02TOP=641.13TOP=641.13TOP=640.50PROPOSED
GRADE
EXISTING
GRADE
HGL
-0+50 0+00 0+50 1+00
605
610
615
620
625
630
635
640
645
605
610
615
620
625
630
635
640
645
26' - 15"
ADS N-
1
2
@2.14%
12 12A
0+00.00=DI-2B - 4'INV OUT=632.85INV IN=633.35INV IN=633.100+26.40=DI-2B - 6'INV OUT=633.91INV IN=633.91TOP=638.51TOP=638.518" SAN XINGHGL
PROPOSED
GRADE
EXISTING
GRADE
COMPACT FILL
TO 95%
MAXIMUM DRY
DENSITY PER
ASTM D698
8" SAN XING0+00.00=DI-2EE - 6'INV OUT=630.74INV IN=635.02INV IN=631.240+26.40=DI-2B - 6'INV OUT=635.15INV IN=635.401+46.39=DI-1INV OUT=636.24INV IN=636.492+25.77=DI-1INV OUT=637.50INV IN=637.50STORM STR. 4 TO STR. 4C
-0+50 0+00 0+50 1+00 1+50 2+00 2+50
610
615
620
625
630
635
640
645
650
610
615
620
625
630
635
640
645
650
26' - 15"
ADS N-12
@0.48%
120' - 15" ADS N-12 @0.50%
79' - 15" ADS N
-
1
2
@1.27%
4 4A
4B
4C
TOP=642.93TOP=640.00TOP=641.898" SAN XINGPROPOSED
GRADE
EXISTING
GRADE
HGL
COMPACT FILL
TO 95%
MAXIMUM DRY
DENSITY PER
ASTM D6988" W/L XING8" W/L XING-0+50 0+00 0+50 1+00 1+50 2+00
610
615
620
625
630
635
640
645
650
655
610
615
620
625
630
635
640
645
650
655
26' - 15"
ADS N-12 @0.50%
118' - 1
5
"
A
D
S
N
-
1
2
@
3
.
1
5
%
5 6 7
0+00.00=DI-2C - 6'INV OUT=631.95INV IN=632.42INV IN=632.200+26.40=DI-2C - 6'INV OUT=632.55INV IN=632.801+43.99=DI-1INV OUT=636.50INV IN=636.50TOP=640.48TOP=640.48TOP=640.208" SAN XING6" FM XING8" W/L XING6" FM XINGSTORM STR. 5 TO STR. 7
PROPOSED
GRADE
EXISTING
GRADE
HGL
0+00 0+50 1+00 1+50 2+00
605
610
615
620
625
630
635
640
645
605
610
615
620
625
630
635
640
645
80' - 24" ADS N-12
@0.50%
67' - 24"
ADS N-12
@0.52%
122 123 124
0+00.00=DI-1AINV OUT=618.11INV IN=628.30INV IN=626.80INV IN=618.610+79.70=DI-1INV OUT=628.70INV IN=628.951+47.18=DI-1INV OUT=629.30TOP=635.00TOP=635.00TOP=633.30COMPACT FILL
TO 95%
MAXIMUM DRY
DENSITY PER
ASTM D698
STORM STR. 122 TO STR. 124
20' - 21"
EX. CMP
@3.50%
-0+50
600 600
PROPOSED
GRADE
EXISTING
GRADE
HGL STORM SEWER PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD 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, WVSDP NUMBER: #01-22
Rev. No.Date
08 02-21-2022
46
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50
605
610
615
620
625
630
635
640
645
605
610
615
620
625
630
635
640
645
95' - 36" ADS HP @0.50%
121 122 122A
0+00.00= EW-1INV OUT=609.000+94.99= MH1INV OUT=609.47INV IN=616.723+01.41=DI-1AINV OUT=618.11INV IN=618.61INV IN=628.30INV IN=626.804+61.41=EW-1INV OUT=624.00TOP=639.57TOP=635.008" SAN SEW XINGEXISTING
GRADE
HGL
PROPOSED
GRADE
COMPACT FILL
TO 95%
MAXIMUM DRY
DENSITY PER
ASTM D698
COMPACT FILL
TO 95%
MAXIMUM DRY
DENSITY PER
ASTM D698
STORM STR. 120 TO STR. 122A8" WL XING2:1206' - 36"
ADS HP
@0.67%8" WL XING6" FM XING120
3:1
600 600
-0+50
20' CL A1
RIP RAP
CONCRETE
CRADLE18" STM XING18" STM XING160' - 3
0
"
HDPE
@3.37% EX. 10" SAN XING0+00 0+50 1+00
610
615
620
625
630
635
640
645
650
610
615
620
625
630
635
640
645
650
59' - 15
"
ADS N
-
1
2
@3.22
%
26'
- 15"
ADS N-12
@0.50%
140 141 141A
0+00.00=EW-1INV OUT=626.000+59.07=DI-2B - 6'INV OUT=627.90INV IN=628.150+85.47=DI-2B - 6'INV OUT=628.28INV IN=628.28TOP=632.92TOP=632.92-0+50 0+00 0+50 1+00 1+50
595
600
605
610
615
620
625
630
635
640
600
605
610
615
620
625
630
635
640122B122C
TOP=635.14TOP=635.148" SAN SEW XINGEXISTING
GRADE
EXISTING
GRADE
HGL
HGL
PROPOSED
GRADE
PROPOSED
GRADE
COMPACT FILL
TO 95%
MAXIMUM DRY
DENSITY PER
ASTM D698
STORM STR. 122B TO STR. 122C
STORM STR. 140 TO STR. 141A6" FM XING20' CL A1
RIP RAP3:1
-0+500+00.00=DI-2C - 6'INV OUT=627.10INV IN=627.35INV IN=627.350+27.42=DI-2C - 6'INV OUT=627.5027' - 15"
ADS N-12
@0.55%
-0+50 0+00 0+50 1+00 1+50 2+00
600
605
610
615
620
625
630
635
640
645
650
600
605
610
615
620
625
630
635
640
645
650
59' - 15"
ADS N-12
@0.51%
64' - 15"
ADS N-12
@0.55%
28' - 15"
ADS N-12
@0.53%
122 122B
9B 9A
0+00.00=DI-1AINV OUT=618.11INV IN=626.80INV IN=628.30INV IN=618.610+58.51=DI-2C - 6'INV OUT=627.10INV IN=627.35INV IN=627.351+22.41=DI-2BB - 4'INV OUT=627.70INV IN=627.951+50.80=DI-2B - 6'INV OUT=628.10INV IN=628.10TOP=635.00TOP=635.14TOP=636.81TOP=636.81PROP. 30"STM XING8" WL XINGEXISTING
GRADE
COMPACT FILL
TO 95%
MAXIMUM DRY
DENSITY PER
ASTM D698 6" FM XINGSTORM STR. 122 TO STR. 9A 6" FM XING3:1
PROPOSED
GRADE
HGL
-0+50 0+00 0+50 1+00 1+50
595
600
605
610
615
620
625
630
635
640
600
605
610
615
620
625
630
635
640
78' - 15" ADS N-12
@0.51%
142A 142
0+00.00=EW-1INV OUT=620.600+77.87=DI-2C - 6'INV OUT=621.00INV IN=621.00TOP=625.730+00 0+50 1+00 1+50 2+00 2+50 3+00
605
610
615
620
625
630
635
640
645
650
610
615
620
625
630
635
640
645
650
107' - 15" ADS N-12
@0.52%
26'
- 15"
ADS N-12
@0.57%
98' - 15" ADS N-12
@0.51%
98' - 15" ADS N-12
@0.52%
2C 2D 2E 2F 2G
0+00.00=EW-1INV OUT=623.441+07.05=DI-2CC - 6'INV OUT=624.00INV IN=624.251+33.45=DI-2CC - 6'INV OUT=624.40INV IN=626.602+31.03=MH1INV OUT=627.10INV IN=629.503+24.01=DI-1INV OUT=630.08TOP=639.92TOP=639.92TOP=640.58TOP=632.908" SAN SEW XING4" SAN LAT XINGLOT 137EXISTING
GRADE
EXISTING
GRADE
HGL
HGL
PROPOSED
GRADE
PROPOSED
GRADE
COMPACT FILL
TO 95%
MAXIMUM DRY
DENSITY PER
ASTM D698
COMPACT FILL
TO 95%
MAXIMUM DRY
DENSITY PER
ASTM D698
STORM STR. 142A TO STR. 142 STORM STR. 2C TO STR. 2G8" WL XING11' CL A1
RIP RAP
13' CL A1
RIP RAP
-0+50
0+00 0+50
595
600
605
610
615
620
625
630
635
595
600
605
610
615
620
625
630
635100A100101
EXISTING
GRADE
HGL
PROPOSED
GRADE
COMPACT FILL
TO 95%
MAXIMUM DRY
DENSITY PER
ASTM D698
STORM STR. 100A TO STR. 1018" WL XINGTOP=622.82TOP=622.25TOP=622.25-0+50 0+00.00=DI-2BB - 6'INV OUT=601.63INV IN=613.50INV IN=601.880+50.00=DI-2C - 6'INV OUT=613.75INV IN=614.000+73.40=DI-2C - 6'INV OUT=614.12INV IN=614.1250' - 15"
ADS N-12
@0.50%
23' - 15"
ADS N-12
@0.51%STORM SEWER PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD 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, WVSDP NUMBER: #01-22
Rev. No.Date
08 02-21-2022
47
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
575
580
585
590
595
600
605
610
615
620
625
630
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50
565
570
575
580
585
590
595
600
605
610
615
620
625
630
635
565
570
575
580
585
590
595
600
605
610
615
620
625
630
635
121' - 24" ADS N-12 @0.50%
66' - 24"
ADS N-
1
2
@2.39%94' - 24" ADS
N-12 @7.59
%118' - 18" ADS
N-12
@8.05
%
108' -
1
8
"
A
D
S
H
P
@4.29
%
23' - 18"
ADS HP
@0.51%
49' - 18"
ADS HP
@0.51%
288' - 15
"
A
D
S
N
-
1
2
@
2
.
8
0
%
207' - 15" ADS N-12 @0.50%199' - 15" ADS
N-12
@7.57
%
103 104 105
106
107
108 109
110
0+00.00=EW-1INV OUT=576.001+21.09=24" NYLOPLAST INLET,INV OUT=576.61INV IN=577.751+87.11=24" NYLOPLAST INLET, 24" BASININV OUT=579.32INV IN=579.572+81.28=24" NYLOPLAST INLET, 24" BASININV OUT=586.72INV IN=587.223+99.63=24" NYLOPLAST INLET, 24" BASININV OUT=596.75INV IN=597.005+07.66=DI-2BB - 6'INV OUT=601.63INV IN=601.88INV IN=616.955+31.06=DI-2BB - 6'INV OUT=602.00INV IN=602.255+80.05=24" NYLOPLAST INLET, 24" BASININV OUT=602.50INV IN=602.758+67.68=24" NYLOPLAST INLET, 24" BASININV OUT=610.81INV IN=611.0610+74.96=24" NYLOPLAST INLET, 24" BASININV OUT=612.10INV IN=612.3512+74.39=24" NYLOPLAST INLET, 24" BASININV OUT=627.44INV IN=627.44TOP=582.00TOP=583.94TOP=590.88TOP=600.42TOP=622.82TOP=622.76TOP=606.10TOP=616.18TOP=615.73TOP=630.69105A
100A 101A
STORM STR. 103 TO STR. 110
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GRADE
EXISTING
GRADE
HGL
HGL 8" WL XING24" BASIN-0+50 2:12:117' CL A1
RIP RAP STORM SEWER PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD 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, WVSDP NUMBER: #01-22
Rev. No.Date
08 02-21-2022
48
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
0+00 0+50 1+00 1+50 2+00
555
560
565
570
575
580
585
590
555
560
565
570
575
580
585
590
139' - 24" R
C
P
C
L
V
@
1
.
8
5
%
150 152
0+00.00=EW-1INV OUT=576.001+38.68=DI-1INV OUT=578.57INV IN=578.57TOP=582.07PROPOSED
GRADE
HGL
EXISTING
GRADE2:12:12:1
STORM STR. 150 TO STR. 152
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00
560
565
570
575
580
585
590
595
600
605
560
565
570
575
580
585
590
595
600
605
20' - 24"
ADS N-12
@0.49%
46' - 24"
ADS HP
@0.50%
144' - 15" ADS HP @0.53%
160' -
1
5"
A
D
S
N-
1
2
@
5.
8
1
%
105' - 15"
A
D
S
N
-
1
2
@2.14%
147 148 149 151
0+00.00=EW-1INV OUT=576.000+20.44=MH-1INV OUT=576.10INV IN=579.300+66.11=DI-1INV OUT=579.53INV IN=580.282+10.08=DI-1INV OUT=581.05INV IN=581.303+70.18=DI-1INV OUT=590.60INV IN=590.854+75.30=DI-1INV OUT=593.10INV IN=593.10TOP=586.00TOP=595.06TOP=584.59TOP=594.10TOP=596.908" SAN XING151A 152A
COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASTM D698
PROPOSED
GRADE
HGL
EXISTING
GRADE2:12:12:1
STORM STR. 147 TO STR. 152A
COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASTM D698
12' CL A1
RIP RAP
12' CL A1
RIP RAP
-0+50-1+00
-0+50
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00
580
585
590
595
600
605
610
615
620
625
630
635
580
585
590
595
600
605
610
615
620
625
630
635
30'
- 18"
ADS N-12
@0.67%
74' - 18"
ADS N-12 @0.74%
127' - 18" AD
S
N
-
1
2
@
1
.
5
8
%
51
51A
52A
51B
10+00.00=DI-2B - 6'INV OUT=606.25INV IN=606.50INV IN=606.8510+29.93=DI-1INV OUT=606.70INV IN=606.9511+03.82=DI-1INV OUT=607.50INV IN=607.7512+30.58=DI-1INV OUT=609.75INV IN=609.75TOP=614.30TOP=610.00TOP=611.90TOP=618.80STORM STR. 51 TO STR. 51B
EXISTING
GRADE COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASTM D698
PROPOSED
GRADE
HGL
10+00 10+50 11+00
625
630
635
640
645
650
625
630
635
640
645
650
23' - 15"
ADS N-12 @1.02%10+00.00 = EW-1INV OUT=638.9810+23.00 = EW-1INV IN=639.21CULVERT #2 - CV1 TO CV2
CV1 CV2
PROPOSED
GRADE
EXISTING
GRADE
COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASTM D698 STORM SEWER PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD 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, WVSDP NUMBER: #01-22
Rev. No.Date
08 02-21-2022
49
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
10+00 10+50 11+00 11+50 12+00 12+50 13+00
575
580
585
590
595
600
605
610
615
620
625
630
575
580
585
590
595
600
605
610
615
620
625
630200201
35' CLASS
1 RIP-RAP
T=24"
17' CLASS 1
RIP-RAP
T=24"10+50.05=7'SPAN X 6'HEIGHT BOX CULVERTTYPE I WINGWALLINV OUT=581.50 (EMBEDDED 6")10+50.05=7'SPAN X 6'HEIGHT BOX CULVERTTYPE I WINGWALLINV OUT=588.24 (EMBEDDED 6")185' - 7' SPAN X 6' HEIGHT
SINGLE BOX CULVERT @ 3.81%
BCS-40 & TYPE I WINGWALLSC/L HOPKINS DRIVE6" EMBEDDED
6" EMBEDDED
STORM STR. 200 TO STR. 2018" WL XINGPROPOSED
GRADE
EXISTING
GRADE2:12:1STORM SEWER PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD 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, WVSDP NUMBER: #01-22
Rev. No.Date
03 7-22-2021
49A
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
BOX CULVERT NOTES:
1.THE STANDARD BOX CULVERT DESIGN TABLE IN THE PLANS IS FOR CIP (CAST IN PLACE) OPTION ONLY. A
PRECAST SUBSTITUTE IS NOT ALLOWED WITHOUT A PLAN REVISION ALONG WITH A PLAN REVIEW AND
APPROVAL BY VDOT.
2.IF PRECAST OPTION IS PROPOSED, A SEPARATE CULVERT DESIGN NEEDS TO BE SUBMITTED TO THE
BRIDGE OFFICE FOR REVIEW.
3.ALL CULVERT DESIGN NEEDS TO BE ACCOMPANIED WITH CORRESPONDING LOAD RATING. A BRASS
CULVERT DESIGN FILE AND BrR (XML) FILE IS REQUIRED FOR SUBMISSION CONSIDERING THIS PLAN
CONDITION. THIS IS APPLICABLE FOR BOTH THE CIP OR THE PRECAST OPTION.
4.IF THERE ARE ANY SIGNIFICANT CHANGES TO THE PLAN DESIGN, AN AS-BUILT PLAN WITH ITS LOAD
RATING SHOULD BE SUBMITTED TO THE BRIDGE OFFICE 2 WEEKS BEFORE THE STRUCTURE IS OPEN TO
TRAFFIC.
5.THE CONSTRUCTED PRODUCT NEEDS TO HAVE A FINAL SAFETY INSPECTION 2 WEEKS BEFORE THE
STRUCTURE IS OPEN TO TRAFFIC. PLEASE NOTIFY THE BRIDGE OFFICE IN ADVANCE TO SCHEDULE THE
AFOREMENTIONED INSPECTIONS.
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, WVSDP NUMBER: #01-22STORM SEWER COMPUTATIONSSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARev. No.Date
N/A
50
03-09-2021
INT
21-05
88
3924L
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, WVSDP NUMBER: #01-22STORM SEWER COMPUTATIONSSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARev. No.Date
N/A
50A
03-09-2021
INT
21-05
88
3924L
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, WVSDP NUMBER: #01-22DITCH COMPUTATIONSSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARev. No.Date
01 6-14-2021
N/A
50B
03-09-2021
INT
21-05
88
3924L
CHANNEL TYPICAL SECTION
NOT TO SCALE
b cd
a
TRAPEZOID CHANNEL
WITH NA GREEN LINING
OR APPROVED EQUAL fg
h eNotes: Hydraulic Toolbox 4.4 & NA Green's ECMDS was used to calculate the values in the chart above.
All liners will be NA Green liners or approved equal.
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
605
610
615
620
625
630
635
640
645
650
605
610
615
620
625
630
635
640
645
650
LOT 138LOT 137LOT 136LOT 135PROP. 24"STORM XINGLOT 134LOT 133LOT 132LOT 131LOT 130LOT 129LOT 128PROP. 15"STORM XINGLOT 127LOT 126PROP. 15"STORM XINGLOT 125PROP. 8"SAN. XINGPROP. 36"STORM XINGLOT 2PROPOSED
GRADE
EXISTING
GRADE
18"
MIN.04+85.61= 0+00.00 W/L "D"8"x8" TEE, 3-8" GV07+56.90 = 8"x6" TEE, 1-6" GV, FH ASSEMBLY10+52.52 = 2+74.73 W/L "A"=8"x8" TEE, 3-8" GV8" W/L DIP CL 52
8" W/L
DIP CL 52
4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XINGPROP. 15"STORM XINGRESTRAINT JOINTS (TYP.)RESTRAINT JOINTS (TYP.)MATCHLINEW/L "C" (LEHIGH DR.)
COMPACT FILL TO
95% MAXIMUM
DRY DENSITY PER
ASTM D698
COMPACT FILL TO
95% MAXIMUM
DRY DENSITY PER
ASTM D698
5+75.63= AIR RELEASE VACUUM VALVE-0+50 0-20.00= 20' STUB WITH FLUSHING ASSEMBLY0+03.35= 1-8" GV, 1-6" GV, FH ASSEMBLY4.0'
MIN.
18"
MIN.
4.0'
MIN.
4.0'
MIN.PROP. 6"SAN. FM XINGLOT 34" SAN LAT XING11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50
615
620
625
630
635
640
645
650
655
660
615
620
625
630
635
640
645
650
655
660
LOT 2PROP. 15"STORM XINGLOT 5LOT 6LOT 7LOT 8LOT 9LOT 10LOT 11LOT 12LOT 14LOT 15LOT 16PROPOSED
GRADE
EXISTING
GRADE
4.0'
MIN.13+24.48 = 0+00.00 W/L "E"=8"x8" TEE, 3-8" GV15+98.49 = 8"x6" TEE, 1-6" GV, FH ASSEMBLY8" W/L DIP CL 52
4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XINGRESTRAINT JOINTS (TYP.)MATCHLINEMATCHLINECOMPACT FILL TO
95% MAXIMUM
DRY DENSITY PER
ASTM D698
COMPACT FILL TO
95% MAXIMUM
DRY DENSITY PER
ASTM D698
W/L "C" (LEHIGH DR.)16+54.13 = AIR RELEASE VACUUM VALVELOT 13LOT 34" SAN LAT XINGLOT 44" SAN LAT XING4" SAN LAT XING18"
MIN.
18"
MIN.WATERLINE PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD 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, WVSDP NUMBER: #01-22
Rev. No.Date
08 02-21-2022
51
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50
585
590
595
600
605
610
615
620
625
630
635
585
590
595
600
605
610
615
620
625
630
635
4.0'
MIN.
PROPOSED
GRADE
EXISTING
GRADE
22+54.79 = 8"x6" TEE, 1-6" GV, FH ASSEMBLY25+31.11 = 10+94.59 WL "F"= 0+00.00 WL "G"8"x8" CROSS, 4-8" GV29+33.94 = 17+34.81 W/L "E"=8"x8" TEE, 3-8" GV29+86.55 = 8"x6" TEE, 1-6" GV, FH ASSEMBLYRESTRAINT JOINTS (TYP.)MATCHLINECOMPACT FILL TO
95% MAXIMUM
DRY DENSITY PER
ASTM D698
W/L "C" (LEHIGH DR.)
8" W/L DIP CL 52
8" W/L
DIP CL 52
640 640
30+56.94 = 70' STUB WITH FLUSHING ASSEMBLYPROP. 48"STORM XING4.0'
MIN.
4.0'
MIN.
18"
MIN.4" SAN LAT XINGLOT 164" SAN LAT XINGLOT 164" SAN LAT XINGLOT 174" SAN LAT XINGLOT 174" SAN LAT XINGLOT 184" SAN LAT XINGLOT 194" SAN LAT XINGLOT 194" SAN LAT XINGLOT 204" SAN LAT XINGLOT 204" SAN LAT XINGLOT 214" SAN LAT XINGLOT 214" SAN LAT XINGLOT 954" SAN LAT XINGLOT 964" SAN LAT XINGLOT 964" SAN LAT XINGLOT 974" SAN LAT XINGLOT 974" SAN LAT XINGLOT 984" SAN LAT XINGLOT 984" SAN LAT XINGLOT 99WATERLINE PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD 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, WVSDP NUMBER: #01-22
Rev. No.Date
08 02-21-2021
52
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 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
600
605
610
615
620
625
630
635
640
645
650
655
600
605
610
615
620
625
630
635
640
645
650
655
PROP. 15"STORM XING4.0'
MIN.
4.0'
MIN.
PROPOSED
GRADE
EXISTING
GRADE
0+00.00 = 13+24.48 W/L C"=8"x8" TEE, 3-8" GV04+92.12 = 0+00.00 W/L "F"8"x8" TEE, 3-8" GV10+53.12 = 8"x6" TEE, 1-6" GV, FH ASSEMBLY8" W/L
DIP CL 52
8" W/L
DIP CL 52
RESTRAINT JOINTS (TYP.)MATCHLINECOMPACT FILL TO
95% MAXIMUM
DRY DENSITY PER
ASTM D698
W/L "E" (THORNTON WAY)2+60.17 = AIR RELEASE VACUUM VALVE18"
MIN.4" SAN LAT XINGLOT 1244" SAN LAT XINGLOT 1234" SAN LAT XINGLOT 1224" SAN LAT XINGLOT 1214" SAN LAT XINGLOT 1204" SAN LAT XINGLOT 1194" SAN LAT XINGLOT 1184" SAN LAT XINGLOT 1174" SAN LAT XINGLOT 1164" SAN LAT XINGLOT 1154" SAN LAT XINGLOT 1144" SAN LAT XINGLOT 1134" SAN LAT XINGLOT 1124" SAN LAT XINGLOT 1114" SAN LAT XINGLOT 1100+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
610
615
620
625
630
635
640
645
650
610
615
620
625
630
635
640
645
650
PROP. 30"STORM XING4.0'
MIN.
4.0'
MIN.
PROPOSED
GRADE
EXISTING
GRADE
W/L "D" (MENASHA CT.)00+00.00 = 04+85.61 W/L "C"8"x8" TEE, 3-8" GV00+26.47 = 22.5° BEND04+46.30 = 45° BEND04+86.59 = FH ASSEMBLY8" W/L
DIP CL 52
04+75.98 = 8"X6" REDUCER, 1-6" GV6" WL
DIP CL 52
0+00 0+50 1+00 1+50 2+00
610
615
620
625
630
635
640
610
615
620
625
630
635
640
PROP. 8"SAN. XING4.0'
MIN.
PROPOSED
GRADE
EXISTING
GRADE
00+00.00= TIE TO EX WL, 1-8" GV00+09.11= 45° BEND01+25.23= 1+42.52 W/L "A"=8"x8" TEE, 3-8" GV8" W/L
DIP CL 52
RESTRAINT
JOINTS (TYP.)
W/L "B" (MASON ST.)
COMPACT FILL TO
95% MAXIMUM
DRY DENSITY PER
ASTM D698PROP. 6"SAN. FM XING4" SAN LAT XINGLOT 1314" SAN LAT XINGLOT 1434" SAN LAT XINGLOT 1444" SAN LAT XINGLOT 1454" SAN LAT XINGLOT 1464" SAN LAT XINGLOT 1474" SAN LAT XINGLOT 1480+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
610
615
620
625
630
635
640
645
610
615
620
625
630
635
640
645
4" SAN LAT XINGLOT 1EXISTING
GRADE
00+00.00= TIE TO EX WL01+42.52= 01+25.23 W/L "B"=8"x8" TEE, 3-8" GV02+74.73= 10+52.52 W/L "C"=8"x8" TEE, 3-8" GVRESTRAINT JOINTS (TYP.)
W/L "A" (ROSSUM LN.)
COMPACT FILL TO
95% MAXIMUM
DRY DENSITY PER
ASTM D698TEST PIT0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
610
615
620
625
630
635
640
645
610
615
620
625
630
635
640
645
PROP. 30"STORM XINGPROP 15"STORM XING4" SAN LAT XINGLOT 14.0'
MIN.
PROPOSED
GRADE
EXISTING
GRADE
00+00.00= TIE TO EX WL01+42.52= 01+25.23 W/L "B"=8"x8" TEE, 3-8" GV02+74.73= 10+52.52 W/L "C"=8"x8" TEE, 3-8" GV8" W/L
DIP CL 52
RESTRAINT JOINTS (TYP.)
W/L "A" (ROSSUM LN.)
COMPACT FILL TO
95% MAXIMUM
DRY DENSITY PER
ASTM D698TEST PIT18"
MIN.WATERLINE PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD 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, WVSDP NUMBER: #01-22
Rev. No.Date
08 02-21-2021
53
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
W/L "F" (TYE CT.)
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
605
610
615
620
625
630
635
640
645
650
655
605
610
615
620
625
630
635
640
645
650
655
PROP. 8"SAN. XINGPROP. 15"STORM XINGLOT 80LOT 79LOT 78LOT 77LOT 76LOT 75PROP. 18"STORM XINGPROP. 30"PROP. 30"STORM XINGPROP. 8"SAN. XING4.0'
MIN.
4.0'
MIN.
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GRADE
EXISTING
GRADE
00+00.00 = 04+92.12 W/L "E"8"x8" TEE, 3-8" GV0+38.5 = 8"x6" TEE, 1-6" GV, FH ASSEMBLY02+77.31 = 22.5° BEND02+80.06 = 8"x6" TEE, 1-6" GV, FH ASSEMBLY03+11.02 = 45° BEND06+22.19 = 8"x6" TEE, 1-6" GV, FH ASSEMBLY09+30.92 = 8"x6" TEE, 1-6" GV, FH ASSEMBLY10+94.59 = 00+00.00 W/L "G"= 25+51.11 W/L "C"8"x8" CROSS, 4-8" GV8" W/L
DIP CL 52
8" W/L
DIP CL 52
8" W/L
DIP CL 52LOT 74LOT 73LOT 72LOT 71LOT 70LOT 69LOT 66LOT 65LOT 64LOT 63LOT 62LOT 61LOT 60LOT 59LOT 58LOT 57LOT 56LOT 55STORM XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XINGRESTRAINT JOINTS (TYP.)
COMPACT FILL TO
95% MAXIMUM
DRY DENSITY PER
ASTM D698LOT 68LOT 67PROP. 24"STM XINGPROP. 18"STM XING4" SAN LAT XING4" SAN LAT XING4.0'
MIN.
4.0'
MIN.
18"
MIN.18"
MIN.
18"
MIN.
18"
MIN.
18"
MIN.3+59.64= AIR RELEASE VACUUM VALVEWATERLINE PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD 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, WVSDP NUMBER: #01-22
Rev. No.Date
08 02-21-2021
54
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00
580
585
590
595
600
605
610
615
620
625
630
635
580
585
590
595
600
605
610
615
620
625
630
635
PROP. 48"STORM XING4.0'
MIN.
PROPOSED
GRADE
EXISTING
GRADE
17+34.81 = 29+33.94 W/L "C"8"x8" TEE, 3-8" GV8" W/L
DIP CL 52
RESTRAINT JOINTS (TYP.)MATCHLINEW/L "E" (THORNTON WAY)
COMPACT FILL TO
95% MAXIMUM
DRY DENSITY PER
ASTM D69812+41.70 = AIR RELEASE VACUUM VALVE9+50 10+53.12 = 8"x6" TEE, 1-6" GV, FH ASSEMBLY8" W/L
DIP CL 52
18"
MIN.4" SAN LAT XINGLOT 1114" SAN LAT XINGLOT 1104" SAN LAT XINGLOT 1094" SAN LAT XINGLOT 1084" SAN LAT XINGLOT 1074" SAN LAT XINGLOT 1064" SAN LAT XINGLOT 1054" SAN LAT XINGLOT 1044" SAN LAT XINGLOT 103PROP. 8"SAN. XING0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
580
585
590
595
600
605
610
615
620
625
630
635
580
585
590
595
600
605
610
615
620
625
630
635
PROP. 15" STORM XINGPROP. 18"STORM XING4.0'
MIN.
PROPOSED
GRADE
EXISTING
GRADE
00+00.00 = 25+31.11 W/L "C"= 10+94.59 W/L "F"8"x8" CROSS, 4-8" GV05+10.48 = 22.5° BEND, 1-8" GV, TIE TO EX WATERLINE8" W/L
DIP CL 52
RESTRAINT JOINTS (TYP.)
W/L "G" (HOPKINS WAY)
RESTRAINT
JOINTS (TYP.)
COMPACT FILL TO
95% MAXIMUM
DRY DENSITY PER
ASTM D698TEST PIT4.0'
MIN.
COMPACT FILL TO
95% MAXIMUM
DRY DENSITY PER
ASTM D698
7'x6' BOX CULVERT
18"
MIN.WATERLINE PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD 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, WVSDP NUMBER: #01-22
Rev. No.Date
08 02-21-2021
55
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
0+000+501+006256306356406456506256306356406456500-50OVERLANDRELIEF 100 YRWSE=637.70100 YRQ=13.51 CFSDEPTH =0.58'0+000+506356406456506356406456501+000-50OVERLANDRELIEF 100 YRWSE=642.77PROP. GRADE@ OLR X-SEC.PROP. GRADE@ OLR X-SEC.100 YRQ=2.59 CFSDEPTH =0.37'0+000+501+00625630635640645625630635640645100 YRQ=53.13 CFSDEPTH =1.22'PROP. GRADE@ OLR X-SEC.OVERLANDRELIEF 100 YRWSE=638.220+000+501+001+50625630635640645625630635640645PROP. GRADE@ OLR X-SEC.OVERLANDRELIEF 100 YRWSE=636.26100 YRQ=72.87 CFSDEPTH =1.13'0+000+501+00630635640645650655630635640645650655OVERLANDRELIEF 100 YRWSE=642.66100 YRQ=23.00 CFSDEPTH =0.66'PROP. GRADE@ OLR X-SEC.0+000+501+00625630635640645650625630635640645650OVERLANDRELIEF 100 YRWSE=640.12100 YRQ=118.19 CFSDEPTH =1.39'PROP. GRADE@ OLR X-SEC.0+000+501+006306356406456506556306356406456506550-50OVERLANDRELIEF 100 YRWSE=642.75100 YRQ=9.93 CFSDEPTH =0.75'PROP. GRADE@ OLR X-SEC.OLR X-SEC "B"OLR X-SEC "C"OLR X-SEC "A"OLR X-SEC "D"OLR X-SEC "E"OLR X-SEC "F"OLR X-SEC "G"0+000+501+006306356406456506556306356406456506550-50OVERLANDRELIEF 100 YRWSE=637.16100 YRQ=20.74 CFSDEPTH =1.16'PROP. GRADE@ OLR X-SEC.OLR X-SEC "H"0+000+50625630635640645625630635640645OVERLANDRELIEF 100 YRWSE=634.19100 YRQ=29.94 CFSDEPTH =0.98'PROP. GRADE@ OLR X-SEC.1+000-500+000+501+00615620625630635615620625630635OVERLANDRELIEF 100 YRWSE=624.37100 YRQ=35.38 CFSDEPTH =0.57'PROP. GRADE@ OLR X-SEC.OLR X-SEC "I"OLR X-SEC "J"0+000+50615620625630635615620625630635OVERLANDRELIEF 100 YRWSE=625.18100 YRQ=19.88 CFSDEPTH =0.93'PROP. GRADE@ OLR X-SEC.OLR X-SEC "K"0-500+000+506156206256306356156206256306350-50OVERLANDRELIEF 100 YRWSE=625.51100 YRQ=14.81 CFSDEPTH =0.61'PROP. GRADE@ OLR X-SEC.OLR X-SEC "L"0+000+506156206256306356156206256306350-50OVERLANDRELIEF 100 YRWSE=624.96100 YRQ=12.86 CFSDEPTH =0.45'PROP. GRADE@ OLR X-SEC.OLR X-SEC "M"0+000+506056106156206256056106156206250-50OLR X-SEC "O"OVERLANDRELIEF 100 YRWSE=612.50100 YRQ=8.90 CFSDEPTH =0'PROP. GRADE@ OLR X-SEC.0+000+501+00615620625630635640615620625630635640OVERLANDRELIEF 100 YRWSE=626.21100 YRQ=16.04 CFSDEPTH =0.71'PROP. GRADE@ OLR X-SEC.0-50OLR X-SEC "N"OVERLAND RELIEF PROFILES
SENSENY VILLAGE SUBDIVISION - PHASE 1
RED BUD 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, WVSDP NUMBER: #01-22Rev. No.Date0802-21-202155A03-09-2021INT21-05883924LV: 1" = 5'H: 1" = 50'
EXISTING
GRADE
PROPOSED GRADE
SAN. SEW AA-M MATCHLINE230' - 8" SDR 35/26 @ 0.50%
336' - 8" DIP - CL 52 @ 0.50%
365' - 8" SDR 35/26 @ 0.50%
90' - 8" SDR 35/26
@ 0.50%44' - 8"8" DIP - CL 52 @ 20.00%CONCRETE
ANCHORS
@ 36' OC
11 1/2 ° BEND
STEEP PIPE MH CONNECTION
SEE DETAIL 21 (SHT )
AA
B
C
D
E
0+00.00 = MH Raven CoatedINV OUT = 577.50INV IN = 577.70INV IN = 577.702+29.58 = MH Raven CoatedINV OUT = 578.85INV IN = 579.055+65.52 = MHINV OUT = 580.73INV IN = 580.939+30.65 = MHINV OUT = 582.76INV IN = 582.9610+20.70 = MHINV OUT = 583.41INV IN = 583.6110+64.40 = MHINV OUT = 592.35INV IN = 592.55INV IN = 592.55TOP = 590.18TOP = 594.28TOP = 595.06TOP = 590.75TOP = 600.05TOP = 616.13A
SEE SHEET
73 FOR
CONT.60' - 8" DIP - CL 52 @19.99%231' - 8" DIP - CL 5
2
@
1
.
0
5
%
RESTRAINT JOINTS (TYP.)
18"
MIN.
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00560
565
570
575
580
585
590
595
600
605
610
615
620
560
565
570
575
580
585
590
595
600
605
610
615
620
TYP.
625625
13+50PROP. 6"SAN. FM XINGE2
TOP=617.4711+23.98= MHINV OUT=604.46INV IN=604.66PROP. 6"FM XING2:12:12:12:13:13:12:13:12:12:12:1GAR=FF= 20.01BF= 09.86W/O18.19GAR=FF= 25.21BF= 15.06W/O23.39GAR=FF= 30.04BF= 19.89W/O28.22GAR=FF= 32.89BF= 22.74W/O31.07GAR=31.34FF= 33.16BF= 23.01W/OGAR=FF= 31.71BF= 21.56W/OGAR=FF= 29.77BF= 19.62W/OGAR=FF= 27.61BF= 17.46W/O29.8927.9525.79GAR=FF= 26.76BF= 16.61W/O24.94GAR=FF= 27.11BF= 16.96W/OFF= 29.06BF= 18.91W/O25.29GAR=FF= 15.93BF= 05.78Buried14.11GAR=FF= 27.77SLAB27.27GAR=FF= 30.30SLAB29.80GAR=FF= 32.60SLAB32.10FF= 32.60SLAB32.10GAR=FF= 30.82BF= 20.57Buried29.00GAR=FF= 24.62BF= 14.47Buried22.80GAR=FF= 19.32BF= 9.17Buried17.50GAR=FF= 17.61BF= 07.46W/OFF= 15.21BF= 05.06W/O13.39GAR=GAR=GAR=FF= 29.82BF= 19.67W/O28.00GAR=FF= 26.32BF= 16.17W/O24.50GAR=GAR=2.7%8.1%7.3%6.0%6.8%6.6%5.4%6.9%8.3%2.9%3.2%2.5%2.7%2.1%3.2%4.2%2.7%6.7%7.3%3.4%3.6%GAR=FF= 15.77BF= 05.62W/O13.954.0%3.2%3.0%FF= 39.49BF= 29.34W/OFF= 36.52BF= 26.37W/O34.70FF= 32.32BF= 22.17W/OGAR=FF= 32.32BF= 22.17W/O30.506.1%5.4%6.8%30.508' SAFETY BENCH @ 5%62663062462862662662462262061861661461
2
614612608610628626626624624628630630628630628630630626626624620614612618626624622616616614574576576.5576.5620626624622618616614612610608606604602600590600618622610610610610616618628628624618616598600602604576.5576578580582584586588590592594596606608570572572.8573576.5574576563563.5564566568568.5569.55705725735745885905945925965986006026046066066146126165866086066046025985965945925886106005906106066046026086126145885905845865925945965986005866066086026045986005965945925905886286265866005986066206306306286266246226206186166186126146166186206226246266206206226246146126206226246266286286266246226206206306326146206206206206206121433118711021496207726552973298927402470239823522458266628793001296627032106157412321773229327763061220819221439091930882235294327492533209018951679244824831630182413651378268129342963316431643193285422341704160033067912932754190015501250OLR1250OLR1350126024702543273930088459LP2540EP/LP2425OLR17202243277329552380876986456250INV74907490749074909550INV04997600INV8200TOP23252315123210931166223316542754299928212530235210561306293027202506236923413193269020301000LP13252660306521472913280416542968HP2275LP1350116011601290134213498659HP9460HP9740HP9410LP9690LP06992404233023648792878087532380OLR3424257030042100300429502861315028672738849584958679730073007300730088489506LP9556HP7600INV7600INV7600INV1190LP1880LP18001930HP04950919143913781350137804391500502570252028172452215024002934308227972050215028232764270925812770275027302740272027002360234023101840155022402184HP1550155019803193319331403050264029002409270018241630159515951679189520908955924092400495220823802380167722672786299326682150210028+0029+0030+004+004+86.579+0010+0011+0012+0013+0014+0015+0016+0017+0017+34.8113+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0026+23.24NYLOPLASTDUCTILE IRON
DO NOT PO
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
TE
R
W
A
Y
S
THORNTON WAYLEHIGH DR.28+0029+0030+009+0010+0011+0012+0013+0014+0015+0016+00LOT 114LOT 46LOT 109LOT 108LOT 47LOT 48LOT 50LOT 99LOT 98LOT 147LOT 148LOT 149LOT 15028' FREDERICKWATER ESMT.28' FREDERICKWATER ESMT.FREDERICKWATER ESMT.LOT 113LOT 112LOT 111LOT 45LOT 110LOT 49LOT 51LOT 52LOT 107LOT 106LOT 105LOT 104LOT 10320' FREDERICKWATER ESMT.35' RIPARIANBUFFER4+004+31.2930+29.8516+50.56LOT 15125' FREDERICKWATER ESMT.COMPOSITE DCOMPOSITE DCOMPOSITE BLEXINGTON #1105COMPOSITE CCOMPOSITE CCOMPOSITE C20' BRL20' BRL20' BRLLEXINGTON #1105MODIFIED COMPOSITESANITARY SEWER PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD 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, WVSDP NUMBER: #01-22
Rev. No.Date
08 02-21-2021
59
03-09-2021
INT
21-05
88
3924L
AS SHOWN
COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASTM D698
PROPOSED GRADE
EXISTING
GRADE
COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASTM D698
COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASTM D698
SAN. SEW. AA-M MATCHLINEWETLAND XINGWETLAND XINGRESTRAINT JOINTS (TYP.)
187' - 8" SDR
3
5
/
2
6
@
1
.
5
0
%
88' - 8" SDR 35/26
@ 1.00%
98' - 8"
S
D
R
3
5/
2
6
@ 3.5
0
%
314' - 8" DIP - CL 52 @ 0.65
%
39' - 8"
DIP -
C
L
5
2
@ 5.1
6
%
152' - 8" SDR 35/26 @ 0.50%
72' - 8"
SDR 35/26
@ 0.50%
655655
F
G H
I
K
L
M
13+55.43 = MHINV OUT = 607.10INV IN = 607.3015+42.22 = MHINV OUT = 610.10INV IN = 610.3016+30.12 = MHINV OUT = 611.18INV IN = 611.3817+28.47 = MHINV OUT = 614.82INV IN = 615.0220+42.80 = MHINV OUT = 617.06INV IN = 617.2620+81.94 = MHINV OUT = 619.28INV IN = 619.48INV IN = 619.48INV IN = 619.4822+33.62 = MHINV OUT = 620.24INV IN = 620.4423+05.44 = MHINV OUT = 620.80INV IN = 620.80TOP = 618.43TOP = 622.84TOP = 622.61TOP = 627.66TOP = 646.00TOP = 638.81TOP = 634.72TOP = 630.00J
231' - 8" DIP -
CL 52 @1.05%
13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00
595
600
605
610
615
620
625
630
635
640
645
650
595
600
605
610
615
620
625
630
635
640
645
650
590590
12+50 13+00 PROP. 6"SAN. FM XINGPROP. 8"W/L XINGPROP. 8"W/L XINGPROP. 18"STORM XING1+47 =4" LAT. (40.17')LOT 1 - INV=628.302:12:12:12:12:1BF= 16.61W/OFF= 27.11BF= 16.96W/OGAR=FF= 29.06BF= 18.91W/OGAR=FF= 31.06BF= 20.91W/OGAR=FF= 34.31BF= 24.16W/OGAR=FF= 37.78BF= 27.63W/OGAR=FF= 41.31BF= 31.16W/OGAR=FF= 44.97BF= 34.82W/OFF= 47.35BF= 37.20W/OBF= 38.90W/O27.2429.2432.4935.9639.4943.1545.53GAR
=GAR=GAR
=GAR
=FF= 50.38BF= 40.23W/OFF= 51.32BF= 41.17W/O49.50GAR=GAR=GAR=GAR=GAR=FF= 29.82BF= 19.67W/O28.00GAR=24.50GAR=48.56GAR=GAR=GAR
=GAR=GAR
=5.6%8.5%2.7%3.3%3.5%3.8%3.5%3.2%3.0%FF= 46.42BF= 36.27W/O44.60FF= 43.59BF= 33.44W/O41.77FF= 39.49BF= 29.34W/O37.67FF= 36.52BF= 26.37W/O34.70FF= 32.32BF= 22.17W/OGAR=FF= 32.32BF= 22.17W/O30.502.3%6.2%6.9%6.1%5.4%6.8%FF= 43
.80SLAB4
5
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1
7
F
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=
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=
4
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=
4
5
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6
7
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4
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0
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4
6
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4
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2
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LAB
4
7
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=
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4
8
.
7
9
4
9
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6
9
7.4%7.2%6.5%7.0%7.2%8.0%8.4%GAR=30.50RETAININGWALL W/HANDRAIL642
638
636
640634636638640642
6346306
4
0
6
3
8
6
3
6
6
3
4
6
3
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0
6
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8
6
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6
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6346326306286266246226206186166146126366266286306326346366326146126166286266
4
2
6
4
2
638618620612614616618620622624626620620622624
6206226246266286286266246226206206306326266366246266286306326206306306306406406286306326346346366406381630182428782024320323503550269639033050426934153824275419004102HP335034502540EP/LP3910355031940900INV090041873513441646854661468748104000490447604102HP2404233023644339396535353244441435604131327737213424257030042100300444203671337029504081286131504070286740414
1
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4200
OLR4436
40754315407544434571468627382400LP405039563900405036003227315025702520281724522150240029343640330030822797205021502823276427092581277027502730274027202700236023402310184022403824365436543050269623501824163015954050402535003100441345
00
45
834715
34504189LP266836362150210011001510145013301050060061461661661461261062063064062063063845
90
6
4
4
1+002+002+74.735+
0
0
6
+
0
0
7
+
0
0
8
+
0
0
9
+
0
0
10+000+001+001+25.231+002+003+004+004+86.571+002+003+004+005
+
0
0
6
+
0
0
7
+
0
0
8
+
0
010+0011+0012+0013+0014+0015+0016+0017+00LEH
IGH
DR
.ROSSUM LN.MENASHA CT.6
+
0
0
7
+
0
0
8
+
0
0
9
+
0
0
10+00LOT 114LOT 125
LO
T
1
2
6LOT 144LOT 145LOT 146LOT 147LOT 148LOT 149LOT 15028' FREDERICKWATER ESMT.FREDERICK WATERESMT.FREDERICKWATER ESMT.LO
T
1
2
7
LOT 120LOT 119LOT 118LOT 117LOT 116LOT 115LO
T
1
2
8
LO
T
1
2
9
LO
T
1
3
0
LOT 142LOT 14320' FREDERICKWATER ESMT.20' FREDERICKWATER ESMT.20' FREDERICKWATER ESMT.EX FW PS-TO BEDEMOLISHEDSEE NOTES ONSHEET 2535' RIPARIANBUFFER35' RIPARIANBUFFER1+002+003+004+004+31.29FREDERICK WATERESMT.FREDERICK WATERESMT.25' FREDERICKWATER ESMT.19+0020+0021+0021+67.57COMPOSITE BCOMPOSITE BCOMPOSITE BCOMPOSITE BCOMPOSITE BCOMPOSITE B20
'
BR
L LEXINGTON #1105MODIFIED COMPOSITEMODIFIEDCOMPOSITECOMPO
S
I
T
E
BCOMPOS
I
TE
BSANITARY SEWER PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD 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, WVSDP NUMBER: #01-22
Rev. No.Date
08 02-21-2021
60
03-09-2021
INT
21-05
88
3924L
AS SHOWN
PROPOSED GRADE
EXISTING
GRADE
COMPACT FILL TO
95% MAXIMUM
DRY DENSITY PER
ASTM D698
SAN. SEW. E-S
271' - 8
"
S
D
R
3
5
/
2
6
@
3
.
4
1
%
154' - 8"
SDR 35/26
@0.52%
207' - 8"
SDR 35/26
@0.51%
137' - 8"
SDR 35/26
@0.58%
RESTRAINT JOINTS (TYP.)0+00.00 = MHINV OUT = 592.35INV IN = 592.55INV IN = 592.550+98.36 = MH2+67.76 = MHINV OUT = 616.30INV IN = 616.505+39.19 = MHINV OUT = 625.75INV IN = 625.95INV IN = 625.956+93.69 = MHINV OUT = 626.75INV IN = 626.959+00.62 = MHINV OUT = 628.00INV IN = 628.2010+38.01 = MHINV OUT = 629.00INV IN = 629.00TOP = 616.13TOP = 623.91TOP = 628.20TOP = 639.98TOP = 642.92TOP = 639.72TOP = 646.0098' - 8" SDR 35/26 @20.00%169' - 8" S
D
R
3
5
/
2
6
@
2
.
2
9
%
-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
595
600
605
610
615
620
625
630
635
640
650
595
600
605
610
615
620
625
630
635
640
645
650
E
N
O
P Q R S
STA0+00.00
ELEV606.50
CROWN607.17
STA5+39.19
ELEV629.90
CROWN630.57
590
645
590
INV OUT=612.22INV IN=612.42PROP. 15"STORM XINGPROP. 24"STORM XINGPROP. 30"STORM XINGPROP. 15"STORM XING0+40 =4" LAT. (13.12')LOT 151 - INV=611.811+50 =4" LAT. (56.62')LOT 148 - INV=618.530+00 =4" LAT. (12.00')LOT 150 - INV=614.950+00 =4" LAT. (28.21')LOT 149 - INV=615.372+24 =4" LAT. (40.75')LOT 145 - INV=630.000+83 =4" LAT. (40.75')LOT 147 - INV=622.901+54 =4" LAT. (52.17')LOT 133 - INV=635.850+27 =4" LAT. (27.25')LOT 134 - INV=634.381+04 =4" LAT. (27.25')LOT 135 - INV=632.781+93 =4" LAT. (27.25')LOT 136 - INV=631.410+24 =4" LAT. (58.72')LOT 137 - INV=631.340+71 =4" LAT. (71.30')LOT 138 - INV=631.201+08 =4" LAT. (32.63')LOT 139 - INV=631.600+26 =4" LAT. (51.12')LOT 140 - INV=630.701+53 =4" LAT. (40.75')LOT 146 - INV=625.933:13:13:13:13:12:12:136503500
FF=45.81BF= 35.66W/O43.99GAR=FF= 50.38BF= 40.23W/OFF= 51.32BF= 41.17W/O49.50GAR=GAR=GAR=GAR=GAR=FF= 29.82BF= 19.67W/O28.00GAR=24.50GAR=48.56GAR=GAR=GAR=GA
R
=GAR
=GAR
=GAR=GAR=
G
A
R
=
F
F
=
4
5
.
0
1
B
F
=
3
4
.
8
6
W
/
O
43
.
1
9
4.9%GAR=5.6%8.5%2.7%3.2%3.0%FF= 46.42BF= 36.27W/O44.60FF= 43.59BF= 33.44W/O41.77FF= 39.49BF= 29.34W/O37.67FF= 36.52BF= 26.37W/O34.70FF= 32.32BF= 22.17W/OGAR=FF= 32.32BF= 22.17W/O30.502.3%6.2%6.9%6.1%5.4%6.8%F
F
=
4
9
.
2
9Sl
a
b
4
8
.
7
9
F
F
=
4
9
.
4
6
B
F
=
3
9
.
3
1Bu
r
i
e
d
4
7
.
6
4
F
F
=
4
7
.
9
7BF
=
3
7
.
8
2Bu
r
i
e
d
4
6
.
1
5
F
F
=
4
6
.
3
8
B
F
=
3
6
.
2
3Bu
r
i
e
d
4
4
.
5
6
F
F
=
4
5
.
0
1BF
=
3
4
.
8
6Bu
r
i
e
d
4
3
.
1
9
8.4%8.3%8.3%8.1%7.8%7.9%FF= 44.48BF= 34.33W/O7.5%3.00%42.66F
F
=
4
4
.
9
7
B
F
=
3
4
.
8
2Bu
r
i
e
d
4
3
.1
5
6.0%GAR=30.50RETAININGWALL W/HANDRAIL3520
6
3
6
6
3
4
634636638640642626632630640638636634644642644642640646646642640634630628626624622638636632620622616613.561862162663
6
6
3
6
6
3
8
6
3
6
6
3
4
6
3
6
6486
4
4
6
4
4642642626.24630632644614614.5615615.5632630628626624620626624622624622618616614612610608606604602600626630628632634636638640632630626.24626.2462262462662863063263463663864064262862664
0
6
3
8
6
4
2
6
4
4
6
4
6
6
4
8
6
5
0
6
4
4
6
4
0
6
4
2
6
4
6
6
4
8
6466
3
6
6
3
8
6
4
0
64264
0
638
634646642
64
0642644
612614616618620622624626620620622624
6206226246266286286266246226206206306326266366246266286306326466486286306326346346366406382821INV27541900402940702540EP/LP468021
002100210021001300INV9550INV2060INV3020INV2344INV41014036441646854661468748104000490447602404233023644339396535353244441435604131327737213424257030042100300444203671337029504081286131504070286746914601
494833 48624718427337
60
40
38
4185433645
69
44
10
47
953200451943203630OLR42004020
468646304518448543774224407132904
1
2
7
336640844119435341 50 3320427341704108406040804210
408440
60 4269
42204170411740 74
27384004
37
60
4050
45003500
4050395639004050360032273150257025202817245221502400293436403300308227972050215028232764270925812770275027302740272027002360234023101840224040504025350031003
7
60
3760
44103630OLR
26683636215021001100151014501330105006006146166166146126106206306406206306380+0
0
1
+
0
0
2+
0
0
3
+
0
0
4
+
0
0
5
+
0
00+001+002+003+004+004+86.578
+
0
09+0010+0011+0012+0013+0014+0015+00LEHIGH DR.MENASHA CT.1+
0
0
2
+
0
0
3
+
0
0
4
+
0
0
5
+
0
0
6
+
0
0
LO
T
1
3
2
LO
T
1
3
3
L
O
T
1
3
8
LOT 144LOT 145LOT 146LOT 147LOT 148LOT 149LOT 150LOT 140FREDERICKWATER ESMT.FREDERICKWATER ESMT.LO
T
1
3
1
LO
T
1
3
4
LO
T
1
3
5
LO
T
1
3
6
LO
T
1
3
7
LOT 139LOT 142LOT 14320' FREDERICKWATER ESMT.20' FREDERICKWATER ESMT.0+001+002+003+004+004+31.290+00
LOT 15125' FREDERICKWATER ESMT.FREDERICKWATER ESMT.COMPOSITE BCOMPOSITE DCOMPOSITE CCOMPOSITE BCOMPOSITE BCOMPOSITE BCOMPOSITE B2
0
'
BR
L LEXINGTON #1105MODIFIED COMPOSITEMODIFIEDCOMPOSITESANITARY SEWER PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD 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, WVSDP NUMBER: #01-22
Rev. No.Date
08 02-21-2021
61
03-09-2021
INT
21-05
88
3924L
AS SHOWN
PROPOSED GRADE
PROPOSED
GRADE
EXISTING
GRADE
EXISTING
GRADE
COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASTM D698
COMPACT
FILL TO 95%
MAXIMUM
DRY
DENSITY
PER ASTM
D698
EXISTING
GRADE
SAN. SEW. K-W SAN. SEW. K-YWETLAND XINGWETLAND XINGSAN. SEW. P-T
RESTRAINT JOINTS (TYP.)
RESTRAINT JOINTS (TYP.)
122' -
8"
SDR
3
5/
2
6
@ 5.0
0
%85' - 8" SDR 35/26 @ 10.10
%151' -
8"
SDR 35/
26
@ 7.2
5
%TOP = 638.81TOP = 639.76TOP = 640.93TOP = 645.15TOP = 638.81TOP = 638.99TOP = 641.81Y
0+00.00 = MHINV OUT = 619.28INV IN = 619.48INV IN = 619.48INV IN = 619.481+21.84 = MHINV OUT = 625.57INV IN = 625.772+06.87 = MHINV OUT = 634.36INV IN = 634.360+00.00 = MHINV OUT = 625.75INV IN = 625.95INV IN = 625.951+51.35 = MHINV OUT = 636.92INV IN = 636.92TOP = 639.98TOP = 645.40PROPOSED
GRADE
CONCRETE
CRADLE
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00
610
615
620
625
630
635
640
645
650
655
610
615
620
625
630
635
640
645
650
655
K
U V
W
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00
610
615
620
625
630
635
640
645
650
655
660
610
615
620
625
630
635
640
645
650
655
660
K
X
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00
615
620
625
630
635
640
645
650
655
660
615
620
625
630
635
640
645
650
655
660
P
T
PROP. 6"SAN. FM XINGPROP. 30"STORM XINGPROP. 36"STORM XINGPROP. 15"STORM XINGPROP. 15"STORM XINGPROP. 15"STORM XINGPROP. 15"STORM XINGPROP. 15"STORM XING18"
MIN.
18"
MIN.63' - 8" SDR 35/26 @15.00%69' - 8"
SDR
3
5
/
2
6
@3.2
3
%
246' - 8" SDR 35
/
2
6
@
1
.
2
0
%0+00.00=MHKINV OUT=619.28INV IN=619.48INV IN=619.48INV IN=619.480+62.79=MHUINV OUT=628.90INV IN=629.101+31.88=MHVINV OUT=631.33INV IN=631.533+77.52=MHWINV OUT=634.48INV IN=634.480+52 =4" LAT. (30.27')LOT 125 - INV=636.180+50 =4" LAT. (28.97')LOT 126 - INV=635.780+49 =4" LAT. (27.25')LOT 127 - INV=636.821+51 =4" LAT. (27.25')LOT 128 - INV=639.112+24 =4" LAT. (27.25')LOT 129 - INV=640.692+46 =4" LAT. (45.54')LOT 142 - INV=636.772+46 =4" LAT. (29.83')LOT 130 - INV=641.760+73 =4" LAT. (37.00')LOT 2 - INV=629.930+85 =4" LAT. (27.68')LOT 4 - INV=635.240+84 =4" LAT. (39.36')LOT 143 - INV=637.701+51 =4" LAT. (40.07')LOT 132 - INV=638.871+51 =4" LAT. (51.26')LOT 131 - INV=639.800+20 =4" LAT. (43.63')LOT 144 - INV=631.850+21 =4" LAT. (29.40')LOT 3 - INV=630.083:1
2:12:12:12:12:1FF= 4
9.
0
5
BF= 3
8.
9
0
W/OGAR=
FF= 50.1
2
BF= 39.9
7
W/O
48.30
GAR=
FF= 50.81
BF= 40.66
W/O
48.99GAR=
FF= 50.31
BF= 40.16
W/O
48.49
GAR=FF= 47.19SLAB46.69GAR=FF= 50.20SLAB49.70GAR=GAR=GAR=GAR=FF= 50.38
BF= 40.23
W/O
FF= 51.32
BF= 41.17
W/O
49.50
GAR=GAR=GAR=GAR=FF= 45.77BF= 35.62Buried43.95GAR=
FF= 42.6
0
BF= 32.4
5
Buried
40.78
48.56
GAR=GAR=GAR=GAR=GAR=GAR=GAR=5.6%8.5%8.1%
8.2%
8.3%6.2%8.0%7.2%FF= 46.42BF= 36.27W/O44.60FF= 43.59BF= 33.44W/O41.77BF= 29.34W/O37.672.3%6.2%6.9%FF= 43.80SLAB45.17FF= 46.50SLABFF= 44.80SLABFF= 45.67SLAB44.3043.3046.00FF= 47.82SLAB47.32FF= 49.29SLAB48.79FF= 50.19Slab49.69FF= 49.29Slab48.79FF= 49.46BF= 39.31Buried47.64FF= 47.97BF= 37.82Buried46.157.4%7.2%6.5%7.0%7.2%8.0%8.4%8.3%8.3%8.1%GAR=RETAININGWALL W/HANDRAIL642638636640634636638640642634630640638636634632630628626624622620618616614632640638636634644642644644642646646642642642644646648642642642642644646646648650652654656646644646648642644646648646648650652654644646
644648648644644636644636634632630628626624622620618616614612636638
638640624626628630632634636638640642626628630632 642644644644640634
636638 632640642644646640642644646646642640646640642644646646
642642646642640638634644646648650652654656 648636624626628630632646646646648642640648650652640
646648628630632634
634636
6406384641432945
38
24
47
84
39
30
48
53
40
00
48 03
39 504623
46524924495328 21
INV4077
391138333500LP4349433640
32
40
003330LP 37004061355047
00
41 02
HP
33 50
34 504050TOP 468039403500LP37 004240BERM 09 00
INV
09 00
418739493513413543974416468546 61
46 87
48 10
40 00
49 04
47 60
41 02
HP4942994600 43393965353532441435604131327737214420367133408140704041415342784349447746034691460142844313438444134471450045544583468647154833486249234833486247184336456942314665453343634795451948114000LP40200048154200OLR4200OLR44364075431540754443457146864630451844854377LP43 0
43 0
43 0
43 0
43 0 43 0
38 73
OLR
4050450040 50
49524620462040
00
39 56 39 00
40 50 360032273150364033004953465239 50
40 00
39
30
38
24
40 50
40 253500 3100441345004583471534 50
4189LP3636FF= 43.45BF= 33.30Buried4000GAR=41.6341248.2%64464264011 00
15 10
14 50
13 30
10 50
06 00
614616616614612
610
620630640620
630
638
642
45906440+00
1+00 2+002+74.733+004+005+006+007+008+009+0010+0011+0012+0013+000+001+001+25.230+001+002+003+000+00
1+00
0+00
1+00 2+003+004+005+006+007+008+009+0010+0011+00LEHIGH DR.ROSSU
M
L
N
.
LEHIGH DR.MENASHA CT.4+005+006+007+008+009+0010+0011+0012+0013+00LOT 123
LOT 4LOT 3LOT 1 LOT 125LOT 126LOT 132LOT 133LOT 144LOT 145LOT 146FREDERICK WATERESMT.FREDERICKWATER ESMT.FREDERICKWATER ESMT.LOT 127LOT 124
LOT 122
LOT 5LOT 2LOT 128LOT 129LOT 130LOT 131LOT 142 LOT 14320' FREDERICKWATER ESMT.20' FREDERICKWATER ESMT.FREDERICK WATER ESMT.EX FW PS-TO BEDEMOLISHEDSEE NOTES ONSHEET 2535' RIPARIANBUFFER0+001+002+003+00FREDERICK WATERESMT.FREDERICK WATERESMT.FREDERICKWATER ESMT.17+67.73
18+37.78 19+00 20+0021+0021+67.5718+32.93 COMPOSITE BCOMPOSITE BCOMPOSITE BCOMPOSITE BCOMPOSITE BCOMPOSITE BMODIFIED
COMPOSITE
COMPOSITE BCOMPOSITE BSANITARY SEWER PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD 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, WVSDP NUMBER: #01-22
Rev. No.Date
08 02-21-2021
62
03-09-2021
INT
21-05
88
3924L
AS SHOWN
EXISTING
GRADE
COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASTM D698
COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASTM D698
PROPOSED
GRADE
SAN. SEW. AA-KK
RESTRAINT JOINTS (TYP.)127' - 8" SDR 35/26 @ 9.50
%
182' -
8
"
S
D
R
3
5/
2
6
@
3.
8
1
%
123' -
8
"
SDR 3
5/
2
6
@ 4.05
%
89' - 8" SDR 3
5
/
2
6
@ 1.46%
217' - 8
"
SDR 35
/
2
6
@ 3.13%
BB
CC
DD
EE
FF
GG
HH
TOP = 590.18TOP = 607.63TOP = 606.74TOP = 610.41TOP = 616.52TOP = 622.14TOP = 623.54TOP = 629.752+36.33 = MHINV OUT = 598.17INV IN = 598.37INV IN = 598.374+18.45 = MHINV OUT = 605.30INV IN = 605.505+41.76 = MHINV OUT = 610.50INV IN = 610.706+30.97 = MHINV OUT = 612.00INV IN = 612.20INV IN = 612.208+48.27 = MHINV OUT = 619.00INV IN = 619.2061' - 8
" DIP - C
L
5
2
@3.75%48' - 8" DIP - CL 52 @11.87%MATCHLINESEE SHEET
73 FOR
CONT.
-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
565
570
575
580
585
590
595
600
605
610
615
620
625
630
635
AA
565
570
575
580
585
590
595
600
605
610
615
620
625
630
635
0+00.00=MH Raven CoatedINV OUT=577.50INV IN=577.70INV IN=577.700+61.33=MH Raven CoatedINV OUT=580.00INV IN=580.201+09.59= MHINV OUT=585.93INV IN=586.13PROP. 8"W/L XINGPROP. 8"W/L XINGPROP. 15"STORM XINGPROP. 15"STORM XINGPROP. 48"STORM XINGPROP. 15"STORM XING1+72 =4" LAT. (27.25')LOT 97 - INV=607.390+97 =4" LAT. (27.25')LOT 98 - INV=604.000+25 =4" LAT. (27.25')LOT 99 - INV=600.620+61 =4" LAT. (32.38')LOT 53 - INV=609.381+12 =4" LAT. (36.33')LOT 54 - INV=611.541+18 =4" LAT. (28.44')LOT 95 - INV=612.950+49 =4" LAT. (32.42')LOT 96 - INV=611.132+00 =4" LAT. (27.25')LOT 19 - INV=620.651+31 =4" LAT. (27.25')LOT 20 - INV=618.600+32 =4" LAT. (27.25')LOT 21 - INV=616.100+66 =4" LAT. (37.25')LOT 22 - INV=616.221+41 =4" LAT. (37.25')LOT 23 - INV=618.572+08 =4" LAT. (37.25')LOT 24 - INV=620.970+49 =4" LAT. (34.13')LOT 18 - INV=623.852:12:12:12:13:12:12:1GAR=FF= 20.01BF= 09.86W/O18.19GAR=FF= 15.93BF= 05.78Buried14.11FF= 24.62BF= 14.47Buried22.80GAR=FF= 19.32BF= 9.17Buried17.50GAR=GAR=FF= 27.22BF= 17.07Buried25.40GAR=FF= 23.32BF= 13.17Buried21.50REVArcadia IUFF= 30.70REVArcadia EUFF= 28.70Arcadia IUFF= 30.03REVArcadia IUFF= 29.37REVGAR=FF= 41.11BF= 30.96Buried39.29GAR=FF= 37.91BF= 27.76Buried36.09GAR=FF= 34.60BF= 24.45Buried32.78GAR=FF= 32.20BF= 22.05Buried30.38GAR=FF= 29.85BF= 19.70Buried28.03FF= 40.11BF= 29.96W/O38.29GAR=FF= 37.51BF= 27.36W/O35.69GAR=FF= 34.31BF= 24.16W/O32.49GAR=FF= 32.31BF= 22.16W/O30.49GAR=FF= 29.85BF= 19.70W/O28.03GAR=FF= 26.61BF= 16.46W/O24.79GAR=FF= 24.82BF= 14.67W/O23.00GAR=FF= 21.11BF= 10.96W/O19.29GAR=FF= 17.61BF= 07.46W/O15.79GAR=FF= 15.21BF= 05.06W/O13.39GAR=5
.
2%5.8%4.2%6.5%6.6%7.6%6.4%4.1%4.1%
3
.
9%5.4%6.9%8.3%7.3%4.7%5.4%6.1%5.7%4.20%5.4%3.1%3.4%3.6%7.3%7.0%GAR=FF= 15.77BF= 05.62W/O13.954.0%28.20GAR=28.87GAR=29.53GAR=30.20GAR=8' SAFETY BENCH @ 5%620
618
616
614
612
636
63
4
6
3
2
6
3
0
6
2
8
6
2
6
624
62
2
62
0
61861661461
26086
1
0
5926286
2
0
61
4
6126
1
8 6266246226186166
1
6
614610630628626625624623.5623622.756
1
8 6226106106
1
0610 616618628626624598
600 602604
576.5576578580582584586588590592594
596 606608572.8576.55745765905945925965986006026046065885845865825845866066086026045986005965945925905885866206306286266286206
2
2
6246
2
2614
622624626628630628626624622630632634612360933423072278725392554282431233453377923002299208417761433118719011102149620770615741232294428552765267425861773091913651378223417041600249420802980300329132936284728702780280338833563335032323050299227502757270025502300LP3783292935232669320323493003214927571903243315792254188310291533067912932430HP24401250OLR1250OLR135034733044295027042140181214601260351027042940318220308459LP1720876986450610LP22502250225022501618TOP36753408314028602587216018551523123210932083154311662233165435383207289626111056130620302104187025502300LP1000LP13252147165413501160116038321290134213498659HP9460HP9410LP87928780875384958495867988489506LP9556HP7600INV7600INV1190LP1880LP18001930HP0495091914391378135013781400188015380439225020541800180016502184HP1550155019802886276033002700386021213550315335459240049523472550167722+0023+0024+0025+0026+0027+0028+0029+0030+0015+0016+0017+0017+34.819+0010+0010+94.598" W/L-F0+001+0024+0025+0026+0026+23.24NYLOPLAS
TDUCTILE IRO
N
DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST
DUCTILE
I
R
ON
DO NOT POLLUTE DRAINS TO WATERWAYSLEHIGH DR.LEHIGH DR.HOPKINS WAY21+0022+0023+0024+0025+0026+0027+0028+0029+0030+0014+0015+0016+004+005+001+002+00LOT 26LOT 50LOT 99LOT 98LOT 97LOT 96LOT 95LOT 21LOT 20LOT 19LOT 18LOT 17LOT 56LOT 57LOT 58LOT 55FREDERICKWATER ESMT.LOT 53LOT 54LOT 22LOT 23LOT 24LOT 25LOT 27LOT 49LOT 51LOT 52LOT 105LOT 104LOT 10320' FREDERICKWATER ESMT.FOREBAY #3FOCALPOINTCLASS I RIP-RAPT = 24 INCHESLENGTH = 17'TYE CT
.
(PR
IVATE)30+29.850+005+59.8316+50.56COMPOSITE DCOMPOSITE DCOMPOSITE DCOMPOSITE CSANITARY SEWER PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD 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, WVSDP NUMBER: #01-22
Rev. No.Date
08 02-21-2021
63
03-09-2021
INT
21-05
88
3924L
AS SHOWN
SAN. SEW. AA-KK
269' - 8
"
SDR 35
/
2
6
@3.46%
238' -
8
"
SDR 3
5/
2
6
@4.25%
269' - 8"
SDR 35/26
@1.23%MATCHLINERESTRAINT JOINTS (TYP.)
PROPOSED GRADE
EXISTING
GRADE
COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASTM D698
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 16+50 17+00 17+50
605
610
620
625
630
635
640
645
650
655
660
665
605
610
615
620
625
630
635
640
645
650
655
660
665
II
JJ
KK
11+16.79=INV OUT=628.50INV IN=628.7013+54.71=INV OUT=638.80INV IN=639.0016+23.23=INV OUT=642.29INV IN=642.29TOP=640.46TOP=649.86TOP=651.76PROP. 15"STORM XINGSTORM XINGPROP. 15"2+57 =4" LAT. (29.46')LOT 15 - INV=631.001+88 =4" LAT. (36.76')LOT 16 - INV=628.801+20 =4" LAT. (38.38')LOT 17 - INV=626.400+49 =4" LAT. (34.13')LOT 18 - INV=623.850+82 =4" LAT. (27.80')LOT 25 - INV=624.301+60 =4" LAT. (26.44')LOT 26 - INV=627.502+38 =4" LAT. (32.96')LOT 27 - INV=630.701+89 =4" LAT. (33.10')LOT 12 - INV=640.101+07 =4" LAT. (36.04')LOT 13 - INV=636.250+50 =4" LAT. (33.21')LOT 14 - INV=633.750+60 =4" LAT. (30.73')LOT 28 - INV=634.101+39 =4" LAT. (28.68')LOT 29 - INV=637.302+18 =4" LAT. (34.88')LOT 30 - INV=640.482+39 =4" LAT. (31.93')LOT 8 - INV=647.581+53 =4" LAT. (38.28')LOT 9 - INV=644.600+82 =4" LAT. (36.88')LOT 10 - INV=644.150+14 =4" LAT. (29.78')LOT 11 - INV=643.000+69 =4" LAT. (28.76')LOT 31 - INV=643.201+49 =4" LAT. (26.13')LOT 32 - INV=643.402+05 =4" LAT. (29.26')LOT 33 - INV=643.122+69 =4" LAT. (43.75')LOT 7 - INV=646.352:12:1GAR=FF= 49.17SLAB48.67FF= 43.14GAR=FF= 56.73BF= 46.58Buried54.91GAR=FF= 57.02BF= 46.87Buried55.20GAR=FF= 56.81BF= 46.66Buried54.99GAR=FF= 54.09BF= 43.94Buried52.27GAR=FF= 50.91BF= 40.76Buried49.09GAR=FF= 47.71BF= 37.56Buried45.89GAR=FF= 44.31BF= 34.16Buried42.49GAR=FF= 41.11BF= 30.96Buried39.29GAR=FF= 37.91BF= 27.76Buried36.09GAR=FF= 34.60BF= 24.45Buried32.78GAR=FF= 32.20BF= 22.05Buried30.38GAR=FF= 29.8528.03GAR=49.70GAR=FF= 53.40SLAB52.90GAR=FF= 55.74SLAB55.24GAR=FF= 56.78SLAB56.28FF= 58.32BF=48.17Buried56.50GAR=FF= 57.84BF= 47.69Buried56.02GAR=FF= 56.69BF= 46.54W/O54.87GAR=FF= 53.78BF= 43.63W/O51.96GAR=FF= 50.01BF= 39.86W/O48.19GAR=FF= 47.41BF= 37.26W/O45.59GAR=FF= 44.71BF= 34.56W/O42.89GAR=FF= 42.51BF= 32.36W/O40.69GAR=FF= 40.11BF= 29.96W/O38.29GAR=FF= 37.51BF= 27.36W/O35.69GAR=FF= 34.31BF= 24.16W/O32.49GAR=FF= 32.31BF= 22.16W/O30.49GAR=8.3%8.2%8.2%8.3%7.9%8.1%8.4%6.2%2.9%3.1%3.1%4.7%5.2%5.8%4.2%6.5%7.6%6.4%4.1%4.1%3.9%3.8%4.2%3.8%3.8%6.9%5.5%5.6%8.8%65265665465465
0
6
5
0
648646644642640638636634632630628626
65462063065
2
65
2646648650652
65465464464664865065464664865065264264664864464263663463263062865865065265464864664464264063863663463263062662462262662462262863065265665665065465665862262462662863062862662462263063263463263463663263463663863263463663864064263864064264464664464865064664264464064263864263863863663463264046814946516752945327530751964963464144134144387236093342307227872554282431233453377941014430476050785269532752974848504247418041804247544554745250545352005181500048634700454343504203405038833750356333503232305029922727574120EP4150EP4180EP49245244527354785507558256115604555654414687515042964773391945134243338940233169378329293523266932032349300355295097537344334723546142303970373034733044295051304490SW4810415035102704294031825392546347251618TOP1573TOP3069TOP4727503652355320531152085010474644784210394336753408314028602587519653175301514248534520419238673538320728962611450547054900522354503832540046502760365944803300386041804540SW48605178561156115323550755075273527354412121355038503919429646874510424741634190SW4125SW4130SW3921INV3898INV48504780315335454761413265265214+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+00NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DR
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLL
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
SLEHIGH DR.LEHIGH DR.14+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+00LOT 26LOT 20LOT 19LOT 18LOT 17LOT 16LOT 15LOT 14LOT 13LOT 12LOT 11LOT 10LOT 9FREDERICKWATER ESMT.LOT 22LOT 23LOT 24LOT 25LOT 27LOT 28LOT 29LOT 30LOT 31LOT 32LOT 33LOT 34LOT 8LOT 7LOT 6LOT 81LOT 820+00SANITARY SEWER PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD 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, WVSDP NUMBER: #01-22
Rev. No.Date
08 02-21-2021
64
03-09-2021
INT
21-05
88
3924L
AS SHOWN
PROPOSED GRADE
EXISTING
GRADE
COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASTM D698
COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASTM D698 MATCHLINE112' - 8"
SDR 35/26
@0.50%
121' -
8"
SDR
3
5/
2
6
@5.0
5
%
155' - 8"
SDR 35/26
@1.97%
137' - 8" SDR 35/26 @0.51%
128' - 8"
SDR 35/26
@0.55%
176' - 8"
SDR 35/26
@0.51%
SAN. SEW. DD-QQ
RESTRAINT JOINTS (TYP.)0+00.00 = MHINV OUT = 598.17INV IN = 598.37INV IN = 598.371+11.77 = MHINV OUT = 598.93INV IN = 599.132+33.10 = MHINV OUT = 605.25INV IN = 605.453+88.10 = MHINV OUT = 608.50INV IN = 608.705+24.70 = MHINV OUT = 609.40INV IN = 609.606+52.77 = MHINV OUT = 610.30INV IN = 610.508+29.07 = MHINV OUT = 611.40INV IN = 611.60TOP = 610.41TOP = 610.60TOP = 615.83TOP = 627.56TOP = 626.68TOP = 624.59TOP = 623.31RESTRAINT JOINTS (TYP.)
-1+00 -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
580
585
590
595
600
605
610
615
620
625
630
635
640
580
585
590
595
600
605
610
615
620
625
630
635
640
DD
LL
MM
NN OO
PP
QQ
9+00PROP. 15"STORM XINGPROP. 48"STORM XINGPROP. 15"STORM XINGPROP. 15"STORM XING0+81 =4" LAT. (37.75')LOT 52 - INV=602.150+16 =4" LAT. (29.83')LOT 103 - INV=602.120+88 =4" LAT. (31.47')LOT 104 - INV=606.450+97 =4" LAT. (37.75')LOT 49 - INV=611.280+10 =4" LAT. (37.75')LOT 50 - INV=608.730+33 =4" LAT. (27.25')LOT 105 - INV=611.641+05 =4" LAT. (27.25')LOT 106 - INV=616.501+25 =4" LAT. (36.60')LOT 47 - INV=613.230+83 =4" LAT. (34.00')LOT 46 - INV=613.970+40 =4" LAT. (30.78')LOT 109 - INV=618.071+08 =4" LAT. (29.60')LOT 110 - INV=616.120+94 =4" LAT. (33.13')LOT 44 - INV=615.760+00 =4" LAT. (37.77')LOT 45 - INV=614.090+47 =4" LAT. (31.61')LOT 111 - INV=614.001+08 =4" LAT. (30.80')LOT 112 - INV=613.131+54 =4" LAT. (28.42')LOT 113 - INV=613.501+76 =4" LAT. (38.01')LOT 43 - INV=615.320+00 =4" LAT. (35.06')LOT 107 - INV=619.300+00 =4" LAT. (38.71')LOT 48 - INV=621.001+16 =4" LAT. (29.60')LOT 108 - INV=619.600+45 =4" LAT. (33.05')LOT 51 - INV=604.162:12:13:1REVGAR=FF= 20.01BF= 09.86W/O18.19GAR=FF= 25.21BF= 15.06W/O23.39GAR=FF= 30.04BF= 19.89W/O28.22GAR=FF= 32.89BF= 22.74W/O31.07GAR=31.34FF= 33.16BF= 23.01W/OGAR=FF= 31.71BF= 21.56W/OGAR=FF= 29.77BF= 19.62W/OGAR=FF= 27.61BF= 17.46W/O29.8927.9525.79GAR=FF= 26.76BF= 16.61W/O24.94GAR=FF= 27.11BF= 16.96W/OGAR=FF= 29.06BF= 18.91W/OGAR=FF= 31.06BF= 20.91W/O25.2927.2429.24GAR=FF= 15.93BF= 05.78Buried14.11FF= 33.15BF= 23.00Buried31.33GAR=FF= 30.91BF= 20.76Buried29.09GAR=FF= 28.96BF= 18.81Buried27.14GAR=FF= 26.57SLAB26.07GAR=GAR=FF= 27.77SLAB27.27GAR=FF= 30.30SLAB29.80GAR=FF= 32.60SLAB32.10FF= 32.60SLAB32.10GAR=FF= 30.82BF= 20.57Buried29.00GAR=FF= 24.62BF= 14.47Buried22.80GAR=FF= 19.32BF= 9.17Buried17.50GAR=FF= 41.07REVArcadia IUFF= 41.07REVArcadia EUFF= 40.40Arcadia EUFF= 39.90Arcadia IUFF= 39.90REVREVArcadia IUFF= 39.24REVArcadia IUFF= 39.24REVArcadia IUFF= 38.57REVArcadia EUFF= 38.57Arcadia EUFF= 37.10Arcadia IUFF= 36.43REVREVArcadia IUFF= 35.77REVArcadia IUFF= 35.10REVArcadia IUFF= 34.43REVArcadia EUFF= 33.77Arcadia EUFF= 33.37Arcadia IUFF= 32.70REVREVArcadia IUFF= 32.03REVArcadia IUFF= 31.37REVArcadia IUFF= 30.70REVArcadia EUFF= 28.70Arcadia IUFF= 30.03REVArcadia IUFF= 29.37REV8.5%8.5%8.6%8.2%8.1%7.3%6.0%6.8%6.6%5.4%6.9%8.3%3.4%3.5%2.9%3.2%2.5%2.7%2.1%3.2%4.2%2.7%6.7%7.3%5.5%4.6%3.7%3.1%2.9%2.3%1.7%4.3%3.6%3.4%3.7%4.7%GAR=FF= 15.77BF= 05.62W/O13.954.0%28.87GAR=29.53GAR=30.20GAR=30.87GAR=31.53GAR=32.20GAR=32.87GAR=36.60GAR=35.93GAR=35.27GAR=34.60GAR=33.93GAR=33.27GAR=38.07GAR=38.07GAR=38.74GAR=38.74GAR=39.40GAR=39.406286266246246286266
2
6
6
2
4
6
2
2
6
2
0
6
1
8
6
1
6
61
4
61
2
6086106286266266246246266266286286306306326346366386406266266286306326346246266266286286306306286306286286306306306266286266246206146126186266246226166186226106106106106166186
2
8
628624608614612616610606604602608612614588590584586592594596598606608602604598600596594592588628600598620630630628626624622620618616618620614624624620620620620620612110214962077265529732989274024702340244326422864277725742398235224582666287930012966270321061574123234345934023346329332373117308230231773229327763061220819221439091930882235294327492533167924482483163026781824287820241365137830873000286327702668260025612590268127102934296331643164319328542234170416004107410740404040397339233838573767379037673790362036433553357634873510342033533376328733103247320331133136304730702980300329132936287028033857392334432350LP1250OLR121350370024902300LP2400LP24153050363024702543273930088459LP2425OLR26301720224327732955238026502860282523252315109311662233165427542999282125302352235624932694294410561306293027202506236923412433262628403193269020303270318013252660306521472913280416542968HP2275LP1350116011601290134213498659HP9460HP9740HP9410LP9690LP2380OLR867988481190LP1880LP18001930HP04950919143913781350137816502184HP1550155019803193319331403050264029002409308628862640270025002650259025902490259025902490271034602700250032603326339334603526358035603560182416301595159516791895209092400495220831002925281023802380167722672786299329+0030+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0017+34.817+008+008" W/L-F23+0024+0025+0026+00THORNTON WAYLEHIGH DR.29+0030+007+008+009+0010+0011+0012+0013+0014+0015+0016+003+00LOT 114LOT 43LOT 46LOT 109LOT 108LOT 47LOT 48LOT 50LOT 56LOT 57LOT 58LOT 59LOT 60LOT 61LOT 55FREDERICKWATER ESMT.LOT 116LOT 40LOT 41LOT 115LOT 42LOT 113LOT 44LOT 112LOT 111LOT 45LOT 110LOT 49LOT 51LOT 52LOT 107LOT 106LOT 105LOT 104LOT 103LOT 62LOT 63LOT 64LOT 66LOT 67LOT 68LOT 69LOT 70LOT 71LOT 72LOT 73LOT 74LOT 65(PRIVATE)16+50.56LEXINGTON #1105COMPOSITE CCOMPOSITE CCOMPOSITE CSANITARY SEWER PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD 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, WVSDP NUMBER: #01-22
Rev. No.Date
08 02-21-2021
65
03-09-2021
INT
21-05
88
3924L
AS SHOWN
SAN. SEW. QQ-UU
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 16+50 17+00 17+50 18+00605
610
615
620
625
630
635
640
645
650
655
660
665
605
610
615
620
625
630
635
640
645
650
655
660
665
230' - 8
"
SDR 35
/
2
6
@3.00%
208' -
8"
SDR
3
5/
2
6
@5.57
%
208' - 8"
SDR 35/26
@0.82%
196' - 8"
SDR 35/
2
6
@2.75%
RR
SS
TT
UU
10+58.95=INV OUT=618.50INV IN=618.7012+67.39=INV OUT=630.30INV IN=630.5014+75.83=INV OUT=632.22INV IN=632.4216+71.78=INV OUT=637.81INV IN=637.81TOP=630.56TOP=641.78TOP=646.48TOP=645.58PROP. 15"STORM XINGPROP. 15"STORM XINGPROPOSED GRADE
EXISTING
GRADEMATCHLINE
PROP. 8"W/L XING1+48 =4" LAT. (37.75')LOT 41 - INV=619.500+76 =4" LAT. (37.74')LOT 42 - INV=617.270+58 =4" LAT. (27.26')LOT 114 - INV=615.451+29 =4" LAT. (27.25')LOT 115 - INV=617.441+95 =4" LAT. (27.25')LOT 116 - INV=620.601+75 =4" LAT. (32.33')LOT 38 - INV=633.350+84 =4" LAT. (27.36')LOT 39 - INV=628.200+36 =4" LAT. (33.75')LOT 117 - INV=624.101+04 =4" LAT. (38.08')LOT 118 - INV=627.701+77 =4" LAT. (33.06')LOT 119 - INV=631.310+00 =4" LAT. (38.32')LOT 40 - INV=623.501+48 =4" LAT. (28.93')LOT 36 - INV=643.780+64 =4" LAT. (28.61')LOT 37 - INV=636.060+25 =4" LAT. (32.19')LOT 120 - INV=633.720+94 =4" LAT. (37.99')LOT 121 - INV=635.432+01 =4" LAT. (29.27')LOT 122 - INV=636.501+27 =4" LAT. (37.75')LOT 34 - INV=642.500+22 =4" LAT. (37.75')LOT 35 - INV=643.700+19 =4" LAT. (27.25')LOT 123 - INV=637.201+12 =4" LAT. (27.25')LOT 124 - INV=636.801+96 =4" LAT. (65.44')LOT 6 - INV=641.551+96 =4" LAT. (31.05')LOT 5 - INV=638.962:13:1Arcadia EUFF= 42.40Arcadia IUFF= 41.74REVREVGAR=FF= 27.11BF= 16.96W/OGAR=FF= 29.06BF= 18.91W/OGAR=FF= 31.06BF= 20.91W/OGAR=FF= 34.31BF= 24.16W/OGAR=FF= 37.78BF= 27.63W/OGAR=FF= 41.31BF= 31.16W/OGAR=FF= 44.97BF= 34.82W/OGAR=FF= 47.35BF= 37.20W/OGAR=FF= 49.05BF= 38.90W/O25.2927.2429.2432.4935.9639.4943.1545.5347.23GAR=FF= 50.12BF= 39.97W/O48.30GAR=FF= 50.81BF= 40.66W/O48.99GAR=FF= 50.31BF= 40.16W/O48.49GAR=FF= 49.17SLAB48.67GAR=FF= 49.29SLAB48.79GAR=FF= 49.37SLAB48.87GAR=FF= 49.68BF= 39.53Buried47.86GAR=FF= 46.98BF= 36.83Buried45.16FF= 41.81BF= 31.66Buried39.99FF= 37.11BF= 26.96Buried35.29FF= 33.15BF= 23.00Buried31.33GAR=GAR=GAR=FF= 30.91BF= 20.76Buried29.09GAR=FF= 28.96BF= 18.81Buried27.14GAR=FF= 26.57SLAB26.07GAR=Arcadia IUFF= 41.74REVArcadia IUFF= 41.07REVArcadia IUFF= 41.07REVArcadia EUFF= 40.40Arcadia EUFF= 39.90Arcadia IUFF= 39.90REVREVArcadia IUFF= 39.24REVArcadia IUFF= 39.24REVArcadia IUFF= 38.57REVArcadia EUFF= 38.57Arcadia EUFF= 37.10Arcadia IUFF= 36.43REVArcadia IUFF= 35.77REVArcadia IUFF= 35.10FF= 56.73BF= 46.58BuriedGAR=FF= 47.19SLAB46.69GAR=FF= 50.20SLAB49.70GAR=FF= 53.40SLAB52.90GAR=FF= 45.77BF= 35.62Buried43.958.1%8.2%8.3%8.2%8.8%8.2%8.2%7.5%7.2%7.9%8.1%8.5%8.5%8.6%8.2%8.0%7.2%2.8%2.8%2.7%3.3%3.5%3.8%3.5%3.4%3.5%2.9%4.5%3.1%4.0%2.7%3.6%2.5%3.5%4.9%3.3%4.7%3.2%5.5%36.60GAR=35.93GAR=35.27GAR=34.60GAR=38.07GAR=38.07GAR=38.74GAR=38.74GAR=39.40GAR=39.40GAR=41.90GAR=41.24GAR=41.24GAR=40.57GAR=40.57GAR=39.90GAR=650
6
4
26466446426406386366346326306
2
8
6
2
6
62
4
624626626628628630630632634634638640642644646648648646636636638632634636638640640626626628630632634624636634632630628626624622620618616612636638638640646644642644644644 640
646640
642
644
646
640
642
644
646
64264464664865064664865065264664264064
6
640
642
644
646646
64261662864464664865065265465661862062462465264664664664865064865065264062062063063064064064064049634641432945912340244326422864326037434262453347004626463946994591442341613802344530952777257423984040401039804026400739773947391738873792377337433724831630267818242878202432033550390342694507467738244784393048534000480339504821485048334862484148704740463044703953388034833087300028632770266826002561259041504173408441074084410740174040401740403950397339003900392338343857376737903767379036203643355335763435103834385739233440504093EP4120EP4150EP4180EP46234652492449535244407739114349433640612350LP3700458024902300LP3915SW2400LP44103446241530504000LP3630470047544674450424704102HP386041002630470039103550481226504260319428604050TOP282547252315394941354397472750364066235624932694294433883886436045914690460451962341243326262840318635403903425244634628469846154102HP2275LP450547054289TOP44604100398040304360407032703220490042994600474546502380OLR4304304304304304303873OLR26402700250026502590259024902590259024346034603526358035603770SW3790SW3878SW3910SW3760378039004070SW40604115SW4140SW4155SW410541304145390052735273495346523950400039303824365436542350182416301548504780486248704580431044303960TOP3375332531002925281023802380FF= 43.45BF= 33.30BuriedGAR=41.6341248.2%6446426406526422+002+74.7311+0012+0013+0014+000+001+002+003+004+005+006+007+008+009+000+001+002+003+004+005+003+00THORNTON WAYTHORNTON WAYLEHIGH DR.11+0012+0013+0014+001+002+003+004+005+006+007+008+009+006+007+00LOT 123LOT 36LOT 38LOT 114LOT 43LOT 4LOT 320' FREDERICKWATER ESMT.FREDERICKWATER ESMT.LOT 33LOT 34LOT 124LOT 35LOT 122LOT 121LOT 37LOT 120LOT 119LOT 39LOT 118LOT 117LOT 116LOT 40LOT 41LOT 115LOT 42LOT 113LOT 44LOT 112LOT 6LOT 5LOT 2LOT 66LOT 67LOT 68LOT 69LOT 70LOT 71LOT 72LOT 73LOT 74LOT 75LOT 76LOT 77LOT 78LOT 79LOT 80LOT 65RECREATION AREATYE CT.(PRIVATE)7+71.890+00COMPOSITE C21+0021+67.57SANITARY SEWER PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD 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, WVSDP NUMBER: #01-22
Rev. No.Date
08 02-21-2021
66
03-09-2021
INT
21-05
88
3924L
AS SHOWN
SAN. SEW. GG-ZZ
110' - 8" SDR 35/26
@1.00%
73' - 8"
SDR 35/26
@0.55%
97' -
8"
S
D
R
3
5/
2
6
@6.4
8
%
89' - 8"
SDR 35/26
@1.23%
351' - 8"
SDR 35/26
@2.00%
PROPOSED GRADE
EXISTING
GRADE
COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASTM D698
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 16+50 17+00 17+50 18+00 18+50
590
595
600
605
610
615
620
625
630
635
640
645
650
655
590
595
600
605
610
615
620
625
630
635
640
645
650
655
GG VV
WW
XX
YY
ZZ
10+00.00=INV OUT=612.00INV IN=612.20INV IN=612.2011+10.08=INV OUT=613.30INV IN=613.5011+82.73=INV OUT=613.90INV IN=614.1012+79.96=INV OUT=620.40INV IN=620.6013+68.51=INV OUT=621.69INV IN=621.8917+19.10=INV OUT=628.90INV IN=628.90TOP=623.54TOP=623.55TOP=626.17TOP=630.45TOP=633.21TOP=639.640+73 - 4" LAT - (34')0+15 - 4" LAT - (38')LOT 57 - Inv=625.690+36 - 4" LAT - (40')LOT 58 - Inv=626.210+56 - 4" LAT - (40')LOT 59 - Inv=626.640+76 - 4" LAT - (39')LOT 60 - Inv=626.960+97 - 4" LAT - (35')LOT 61 - Inv=627.360+97 - 4" LAT - (36')LOT 62 - Inv=627.86LOT 56 - Inv=622.480+35 - 4" LAT - (39')LOT 63 - Inv=628.880+63 - 4" LAT - (38')LOT 64 - Inv=629.870+83 - 4" LAT - (36')LOT 65 - Inv=630.360+07 - 4" LAT - (34')LOT 66 - Inv=630.860+27 - 4" LAT - (34')LOT 67 - Inv=627.830+47 - 4" LAT - (34')LOT 68 - Inv=632.270+95 - 4" LAT - (34')LOT 69 - Inv=632.981+23 - 4" LAT - (34')LOT 70 - Inv=633.801+43 - 4" LAT - (34')LOT 71 - Inv=634.091+63 - 4" LAT - (34')LOT 72 - Inv=634.351+83 - 4" LAT - (34')LOT 73 - Inv=634.652+03 - 4" LAT - (34')LOT 74 - Inv=634.622+45 - 4" LAT - (34')LOT 75 - Inv=631.342+79 - 4" LAT - (34')LOT 76 - Inv=632.162+99 - 4" LAT - (34')LOT 77 - Inv=632.363+19 - 4" LAT - (34')LOT 78 - Inv=632.593+39 - 4" LAT - (34')LOT 79 - Inv=632.823+40 - 4" LAT - (22')LOT 82 - Inv=636.593+20 - 4" LAT - (22')LOT 83 - Inv=633.823+00 - 4" LAT - (22')LOT 84 - Inv=633.702+80 - 4" LAT - (22')LOT 85 - Inv=633.692+60 - 4" LAT - (22')LOT 86 - Inv=633.532+40 - 4" LAT - (22')LOT 87 - Inv=631.571+66 - 4" LAT - (22')LOT 88 - Inv=626.431+46 - 4" LAT - (22')LOT 89 - Inv=626.901+26 - 4" LAT - (22')LOT 90 - Inv=627.581+06 - 4" LAT - (22')LOT 91 - Inv=628.070+86 - 4" LAT - (22')LOT 92 - Inv=628.990+66 - 4" LAT - (22')LOT 93 - Inv=628.490+37 - 4" LAT - (22')LOT 94 - Inv=629.282+10 - 4" LAT - (22')LOT 152 - Inv=632.343+51 - 4" LAT - (24')LOT 81 - Inv=637.02PROP. 18"STORM XINGPROP. 30"STORM XINGPROP. 30"STORM XINGPROP. 18"STORM XING3+51 =4" LAT. (35')LOT 80 - INV=633.140+55 =4" LAT. (37')LOT 55 - INV=615.283:1Arcadia EUFF= 42.40Arcadia IUFF= 41.74REVREVTyndale-EUREVTyndale-EUTyndale-IUREVTyndale-IUREVTyndale-IUREVTyndale-IUREVTyndale-IUREVTyndale-EUREVTyndale-EUTyndale-IUREVTyndale-IUREVTyndale-IUREVTyndale-IUREVTyndale-IUREVGAR=FF= 15.93BF= 05.78Buried14.11FF= 41.81BF= 31.66BuriedFF= 37.11BF= 26.96Buried35.29FF= 33.15BF= 23.00Buried31.33GAR=GAR=FF= 30.91BF= 20.76BuriedFF= 30.82BF= 20.57BuriedFF= 24.62BF= 14.47Buried22.80GAR=FF= 19.32BF= 9.17Buried17.50GAR=GAR=FF= 27.22BF= 17.07Buried25.40GAR=FF= 23.32BF= 13.17Buried21.50Arcadia IUFF= 41.74REVArcadia IUFF= 41.07REVArcadia IUFF= 41.07REVArcadia EUFF= 40.40Arcadia EUFF= 39.90Arcadia IUFF= 39.90REVREVArcadia IUFF= 39.24REVArcadia IUFF= 39.24REVArcadia IUFF= 38.57REVArcadia EUFF= 38.57Arcadia EUFF= 37.10Arcadia IUFF= 36.43REVREVArcadia IUFF= 35.77REVArcadia IUFF= 35.10REVArcadia IUFF= 34.43REVArcadia EUFF= 33.77Arcadia EUFF= 33.37Arcadia IUFF= 32.70REVREVArcadia IUFF= 32.03REVArcadia IUFF= 31.37REVArcadia IUFF= 30.70REVArcadia EUFF= 28.70Arcadia IUFF= 30.03REVArcadia IUFF= 29.37REVFF= 42.47FF= 41.13FF= 40.47FF= 40.47FF= 41.80FF= 42.47FF= 43.14FF= 39.88FF= 37.88FF= 37.22FF= 36.55FF= 38.55FF= 39.22FF= 39.88FF= 37.91BF= 27.76BuriedGAR=FF= 34.60BF= 24.45Buried32.78GAR=FF= 32.20BF= 22.05Buried30.38GAR=FF= 29.85BF= 19.70Buried28.03FF= 26.61BF= 16.46W/O24.79GAR=FF= 24.82BF= 14.67W/O23.00GAR=FF= 21.11BF= 10.96W/O19.29GAR=FF= 17.61BF= 07.46W/O15.79GAR=7.6%6.4%8.1%6.9%8.3%7.9%7.0%7.5%6.7%4.8%5.1%5.8%6.6%5.7%4.3%3.5%2.6%3.0%4.5%3.1%4.0%2.7%3.6%2.5%3.5%4.9%3.3%4.7%3.2%5.5%4.6%3.7%3.1%2.9%2.3%1.7%4.3%3.6%3.4%3.7%4.7%5.4%6.1%5.7%4.20%5.4%3.1%3.4%3.6%7.3%7.0%28.20GAR=28.87GAR=29.53GAR=30.20GAR=30.87GAR=31.53GAR=32.20GAR=32.87GAR=36.60GAR=35.93GAR=35.27GAR=34.60GAR=33.93GAR=33.27GAR=38.07GAR=38.07GAR=38.74GAR=38.74GAR=39.40GAR=39.40GAR=7.2%3.9%Tyndale-IUREVFF= 43.1436.05GAR=36.72GAR=37.38GAR=38.05GAR=38.72GAR=39.38GAR=39.38GAR=39.97GAR=39.97GAR=40.63GAR=41.30GAR=41.97GAR=41.97GAR=42.64GAR=42.64GAR=41.90GAR=41.24GAR=41.24GAR=40.57GAR=40.57GAR=39.90GAR=61
2
6
3
863663463
2
63
0
624622620618616614612634634636636638632634636638640640626626628630632634626628628630628628630630630626628614612618626624622618616616614600630628626625624623.5623622.756106106106106166186286266246466486506526446426426086286206446426366346326306286266206226246226146246246386426406386366386386386366366366346346346326406406122554282423002299208417761433118719011102404040103980395039203890386037193685364836073561348740264007397739473917388737923773374337123678364034933459340233463293323731173082302329442855276526742586136513788034833000277026003193170416002494208041504173408441074084410740174040401740403950397339003900392338343857376737903767379036203643355335763487351034203353337632873310324732033113313630473070298030032913293628472870278028033834385739233443424741574113402340463957398039573921389837883765372136553632358835653698418040904180415742474224385538323988389852003750335030502992275027572700405025502300LP4093EP4120EP4150EP4180EP4120EP4150EP4180EP243315792254188310291533122350LP2430HP24401250OLR1250OLR13502140181214601260370024902300LP2400LP3446241530504000LP2704294036302030386041002250225022502250902160185515231232406620831543116633882611105626902030210418703270318025502300LP1000LP132516543270322013501190LP1880LP18001930HP137813501378140018801538225020541800180016501550155019802640290024093086288626402700250034602700250032603326339334603526358035603560SW3878SW3910SW376037803900SW4140SW4155SW413041453300270039804224381637493783424741634124398038954190SW4125SW4130SW3921INV3898INVTOP234733753325310029252810255025+0026+0027+0028+0016+002+003+004+005+006+007+008+009+0010+0010+94.598" W/L-F8" W/L-F8" W/L-F0+00NYLOPLAST
DUCTILE IRON
DO NOT POLL
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
LEHIGH DR.24+0025+0026+0027+0028+0015+0016+005+001+002+003+004+005+006+007+00LOT 50LOT 98LOT 97LOT 96LOT 95LOT 56LOT 57LOT 58LOT 59LOT 60LOT 61LOT 152LOT 5520' FREDERICKWATER ESMT.FREDERICKWATER ESMT.LOT 53LOT 54LOT 22LOT 23LOT 24LOT 39LOT 40LOT 41LOT 49LOT 51LOT 52LOT 62LOT 63LOT 64LOT 66LOT 67LOT 68LOT 69LOT 70LOT 71LOT 72LOT 73LOT 74LOT 75LOT 76LOT 77LOT 78LOT 79LOT 80LOT 81LOT 82LOT 83LOT 84LOT 85LOT 86LOT 88LOT 89LOT 90LOT 91LOT 92LOT 93LOT 94LOT 65RECREATION AREATYE CT.TYE CT.20' FREDERICKWATER ESMT.FOREBAY #3FOCALPOINTTYE CT.(PRIVATE)(PRIVATE)(PRIVATE)7+71.890+005+59.8316+50.56COMPOSITE DCOMPOSITE DLOT 87COMPOSITE CSANITARY SEWER PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD 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, WVSDP NUMBER: #01-22
Rev. No.Date
08 02-21-2021
67
03-09-2021
INT
21-05
88
3924L
AS SHOWN
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00590
595
600
605
610
615
620
625
630
635
640
645
650
655
18"
MIN.
18"
MIN.
18"
MIN.
590
595
600
605
610
615
620
625
630
635
640
645
650
655
4.0'
MIN.
6" FM
DIP CL 52
6" FM
DIP CL 52
00+00.00TIE INTO 'SENSENY RD. - ROSSUM LN. - TWINBROOK CIR.'JOINT OF PIPE/FLUSHING ASSEMBLY @ 18+53.3301+51.22= 11.25° BEND03+20.05= 45° BEND03+22.55= 45° BEND07+73.48= AIR RELEASE VALVE08+69.02= 45° BEND08+78.97= 22.5° BEND12+85.95= 22.5° BEND12+88.45= 11.25° BENDMATCHLINESANITARY SEWER FORCEMAIN
4.0'
MIN.TEST PITRESTRAINT JOINTS (TYP.)
EXISTING
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASTM D698
EXISTING
GRADE
18"
MIN.
18"
MIN.
4.0'
MIN.
4.0'
MIN.
4.0'
MIN. PROP. 15"STORM XINGPROP. 30"STORM XINGPROP. 15"STORM XINGPROP. 8"SAN. XINGPROP. 8"SAN. XINGPROP. 15"STORM XINGPROP. 15"STORM XINGPROP. 30"STORM XINGPROP. 8"W/L XINGPROP. 8"W/L XINGPROP. 8"W/L XINGPROP. 15"STORM XINGPROP. 15"STORM XINGPROP. SAN LAT XINGPROP. SAN LAT XINGPROP. SAN LAT XINGPROP. SAN LAT XINGPROP. SAN LAT XINGPROP. SAN LAT XINGPROP. SAN LAT XINGPROP. SAN LAT XING2:1
2:12:12:12:12:1
2:1 2:1
2:1 3:12:1 3:12:1 3:1
3:
1
2:1
2
:
1
2
:
1
Arcadia
E
U
FF= 42.
4
0
Arcadia
I
U
FF= 41.
7
4
REV
REV
Tyndale
-
E
U
REV
Tyndale-
E
U
Tyndale
-
I
U
REV
Tyndale
-
I
U
REV
Tyndale
-
I
U
REV
Tyndale-
I
U
REV Tyndale-
I
U
REV
Tyndale-
E
U
REV
Tyndale-
E
U
Tyndale
-
I
U
REV Tyndale-
I
U
REV
Tyndale
-
I
U
REV Tyndale-
I
U
REV
Tyndale-
I
U
REV
GAR=
FF= 20.
0
1
BF= 09.
8
6
W/O
18.19
GAR=
FF= 25.
2
1
BF= 15.
0
6
W/O
23.39
GAR=
FF= 30.
0
4
BF= 19
.
8
9
W/O
28.22
GAR=
FF= 32.
8
9
BF= 22.
7
4
W/O
31.07
GAR=
31.34
FF= 33.16
BF= 23.01
W/O
GAR=
FF= 31.71
BF= 21.56
W/O
GAR=
FF= 29.77
BF= 19.62
W/O
GAR=
FF= 27.61
BF= 17.46
W/O
29.89
27.95
25.79
GAR=
FF= 26.
7
6
BF= 16.
6
1
W/O
24.94
GAR=
FF= 27.
1
1
BF= 16.
9
6
W/O
GAR=
FF= 29.
0
6
BF= 18.
9
1
W/O
GAR=
FF= 31.
0
6
BF= 20.
9
1
W/O
GAR=
FF= 34.
3
1
BF= 24.
1
6
W/O
GAR
=
FF=
3
7
.
7
8
BF=
2
7
.
6
3
W/O
GA
R
=
FF
=
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9
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14.11GAR=FF= 49
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FF=
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35.29
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Buried
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GAR=
GA
R
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FF= 30.
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29.09
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27.14
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GAR=
GAR=
FF= 27.77
SLAB
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SLAB
29.80
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FF= 32.60
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32.10
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FF= 30.
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FF= 24.
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=
GAR
=
GAR
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GAR=FF= 45.77BF= 35.62Buried43.95GAR=FF=
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r
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R
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8.5%
8.
1
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8.2%
8.2%7.5%7.2%7.9%8.1%8.5%8.5%8.6%8.2%8.1%7.3%6.0%6.8%6.6%5.4%6.9%
8.
3%
8.0%
7.2%
2.8%2.8%2.7%3.3%3.5%3.8%3.5%3.4%3.5%2.9%3.2%2.5%2.7%2.1%3.2%4.2%2.7%6.7%
7
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GAR=
FF= 1
5.
7
7
BF= 0
5.
6
2
W/O
13.95
4
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0%
FF=
4
6
.
4
2
BF=
3
6
.
2
7
W/O
44.6
0
FF=
4
3
.
5
9
BF=
3
3
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4
4
W/O
41.7
7
FF=
3
9
.
4
9
BF=
2
9
.
3
4
W/O
37.6
7
FF=
3
6
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5
2
BF=
2
6
.
3
7
W/O
34.7
0
FF= 32.3
2
BF= 22.1
7
W/O
GAR=
FF
=
3
2
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3
2
BF
=
2
2
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1
7
W/
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30.
5
02.3%6.2%6.9%6.1%FF= 43.80SLAB45.17FF= 46.50SLABFF= 44.80SLABFF= 45.67SLAB44.3043.3046.00FF= 47.82SLAB47.32FF= 49.29SLAB48.79FF= 50.19Slab49.69FF= 49.29Slab48.797.4%
7.2%
6.5%
7.0%
7.2%
8.0%
8.4%
8.3%
GAR
=
30.50
RETAI
NI
N
G
WALL
W/
HAND
R
AI
L
28.20GAR=
28.87GAR=
29.53GAR=
30.20GAR=
30.87GAR=
31.53GAR=
32.20GAR=
32.87GAR=
36.60
GAR=
35.93
GAR=
35.27
GAR=
34.60
GAR=
33.93
GAR=
33.27
GAR=8' SAF
ET
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B
E
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@ 5
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38.07
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GAR=
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GAR=38.74
GAR=
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GAR=39.40
GAR=7.2%3.9%Tyndale-
I
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REV
FF= 43.
1
4
36.05
GAR=
36.72
GAR=37.38
GAR=
38.05
GAR=38.72
GAR=
39.38
GAR=39.38
GAR=
39.97
GAR=
39.97
GAR=
40.63
GAR=41.30
GAR=
41.97
GAR=41.97
GAR=
42.64
GAR=42.64
GAR=
41.90
GAR=
41.24
GAR=
41.24
GAR=
40.57
GAR=
40.57
GAR=
39.90
GAR=642638636640634
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35 603770SW3790SW3878SW3910SW
3760378039004070 SW
40604115SW4140 SW 4155SW410541304145
3900
2700
39 80
42 24
38 16
3749
37 83
42 47
41 63
4124
39 80
38 953950
400039303
8
2
4
3
6
5
4
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6
5
4
3050
41 SW
26 96
23 50
18 24
16 30
1595
15 95
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18 95 20 90
48
62
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70 45
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8
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4189LP23 802380
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2
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642
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110015101450133010500600614
616
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+
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6+00
7+00
8+00
9+00
10+00
11+00
12+00
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14+00
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17+0
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0+001+002+003+00
4+00
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18+00
19+00
20+00
21+0
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22+0
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23+0
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24+00
25+00
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+
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NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS T
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EMODIFIEDCOMPOSITECOMPOSITE BCOMPOSITE BFORCEMAIN PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD 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, WVSDP NUMBER: #01-22
Rev. No.Date
08 02-21-2021
68
03-09-2021
INT
21-05
88
3924L
AS SHOWN
13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00
560
565
570
575
580
585
590
595
600
605
610
560
565
570
575
580
585
590
595
600
605
610
14+50.30= 22.5° BEND16+81.93= 45° BEND16+84.43= 22.5° BEND20+49.01= 22.5° BEND20+51.51= 22.5° BEND25+69.64= 11.25° BEND25+72.14= 45° BEND26+42.23= WYE, 1-6" GV26+64.04= TIE TOPROP. PUMP STATION6" FM
DIP CL 52 6" FM
DIP CL 52
4.0'
MIN.MATCHLINESANITARY SEWER FORCEMAIN CONTINUED
RESTRAINT JOINTS (TYP.)21+54.97= AIR RELEASE VACUUM VALVE615615
620620
EXISTING
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
COMPACT FILL TO
95% MAXIMUM
DRY DENSITY PER
ASTM D698
4.0'
MIN.
4.0'
MIN.
625
630
625
PROP. 8"SAN. XINGPROP. 8"SAN XINGPROP. SAN LAT XING4.0'
MIN.
18"
MIN.
PROPOSED
GRADE
EXISTING
GRADE
2:1
3:
1
2:12:12:12:13:1 3:13:12:1
3:1
3
:
1
2:1
GAR=
FF= 2
0.
0
1
BF= 0
9.
8
6
W/O
18.19
GAR=
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.
2
1
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0
6
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23.39
GAR=
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0
4
BF= 19.
8
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28.22
GAR=
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.
8
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7
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W/O
31.07
GAR=
31.34
FF= 33.16
BF= 23.01
W/O
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BF= 21.56
W/O
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BF= 19.62
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REV
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7
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=
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=
GAR=FF= 29.82BF= 19.67W/O28.00GAR=FF= 26
.32BF= 16
.17W/O24.50GAR=GA
R
=
2.7%7.9%8.1%8.5%8.5%8.6%8.2%8.1%7.3%6.0%6.8%6.6%5.4%6.9%
8.
3%2.7%3.3%3.5%3.8%3.5%3.4%3.5%2.9%3.2%2.5%2.7%2.1%3.2%4.2%2.7%6.7%7.
3%
GAR=
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5.
7
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BF= 0
5.
6
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W/O
13.95
4
.
0%
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FF=
4
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.
5
9
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3
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W/O
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.
4
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=
3
2
.
3
2
BF
=
2
2
.
1
7
W/
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30.
5
06.9%6.1%5.4%6.8%30.50
634
636
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7+00
8+00
9+00
10+00
11+00
12+00
13+00
14+00
15+00
16+
0
0
0+0011+
0
0
12+
0
0
13+00
14+00 15+0016+0017+00
18+00
19+00
20+00
21+0
0
22+0
0
23+0
0
24+00
25+00
26
+
0
0
26+23.24
THOR
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13+00
14+00
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LOT 108
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LOT 48
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LOT 49
LOT 5
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LOT 10
6
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5
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FORCEMAIN PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD 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, WVSDP NUMBER: #01-22
Rev. No.Date
08 02-21-2021
69
03-09-2021
INT
21-05
88
3924L
AS SHOWN
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, WVSDP NUMBER: #01-22
70
03-09-2021
INT
21-05
88
3924L
Rev. No.DateSANITARY SEWER LATERAL COMPUTATIONSSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAN/A
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, WVSDP NUMBER: #01-22
71
03-09-2021
INT
21-05
88
3924L
Rev. No.DateSANITARY SEWER LATERAL COMPUTATIONSSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAN/A
’’– ’finished gradeNOTES:exhaust fan.or FW approved equal.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, WVSDP NUMBER: #01-227203-09-2021INT21-05883924LRev. No.DatePUMP STATION SITE PLAN AND COMPUTATIONS
SENSENY VILLAGE SUBDIVISION - PHASE 1
RED BUD MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIANTS
PROP. PUMPSTATION FF =587.80EMERGENCYGENERATOR ONCONCRETE PAD = 587.90DOUBLE GATEEMERGENCYPUMPCONNECTIONCHAIN LINKFENCE6'X8' CONCRETEPADEXTERIORLIGHTEP
EPEPEPEPEP6" 21AAGGREGATE 3'WIDEUGE & UGT1" WATERSERVICE W/58" METER @ROWFROST FREEHYDRANT PER FWREQUIREMENTS6" CL 52 DIP B/TPUMP STATION(FULL JOINT OFPIPE) AND WYE8" CL 52 DIP B/TMACERATORAND PUMPSTATION (FULLJOINT OF PIPE)RAVEN COATEDMUFFINMONSTER PREFAB MANHOLE(H20) ANDMACERATORPAVED PARKINGAREA87698685879287608733875387068770MANHOLE TOHAVE RAVENCOATINGMANHOLE TOHAVE RAVENCOATINGMANHOLE TOHAVE RAVENCOATING-1+00-0+500+000+501+001+505555605655705755805855905956005555605655705755805855905956009' - 8"DIP - CL 52 @ 2.00%17' - 8"DIP - CL 52 @ 2.00%44' - 8"SDR 35/26 @ 1.73%WETWELLPS1PS2AA0+00.00 = WET WELL RAVEN COATED
INV IN = 576.00 0+09.36 = MH RAVEN COATED
INV OUT = 576.19
INV IN = 576.39
0+70.82 = MH RAVEN COATED
INV OUT = 577.50
INV IN = 577.70
INV IN = 577.70
INV IN = 577.70
TOP = 587.61
TOP = 587.73
TOP = 590.20
0+26.78 = MUFFIN
MONSTER PRE FAB
MH RAVEN COATINGS
INV IN = 576.74
INV OUT = 576.74SAN SEWER WET WELL - AAEXISTINGGRADEPROPOSED GRADEMUFFIN MONSTER PRE FAB MH
H20 LOAD RATED
SEE SHEETS## & ## FORCONT.RESTRAINT JOINTS (TYP.)SENSENY VILLAGE SUBDIVISION - PHASE 1
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, WVSDP NUMBER: #01-22PUMP STATION SITE PLAN AND COMPUTATIONS
RED BUD MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA7303-09-2021INT21-05883924LRev. No.DateAS SHOWN
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, WVSDP NUMBER: #01-22FREDERICK WATER DETAILSRev. No.Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAN/A
74
03-09-2021
INT
21-05
88
3924L
Both joints of the fitting shall be restrained. In addition, all joints within
the specified length on the large side of the reducer shall be restrained.
REDUCER
L
L (ft) 60 60 100 120 120 140 160
D 6" 8" 12" 16" 18" 20" 24"
L
falls within the specified length shall be restrained.
In addition to restraining the connection, any joint that
VALVE, DEAD END
L
8" 12" 16" 18" 20" 24"
8" -- 60 80 100 120 140
D1
12" -- -- 60 80 100 120
16" -- -- -- 40 60 100
18" -- -- -- -- 40 80
20" -- -- -- -- -- 60
-3-
GATE VALVE AND DEAD END
RESTRAINED JOINTS FOR REDUCER,
6" 40 60 100 120 120 140
D2D1
L
D
L = restrained length of
D = pipe diameter
pipe (PVC or DIP)
L (ft)
D2
L = restrained length of
D = pipe diameter
pipe (PVC or DIP)
FEB 09
L
u
L
d
Lu = up bend restrained lengthof pipe (PVC or DIP)
up bend
depth
depth 4 ft. min.
down bend Ld = down bend restrained length of pipe (PVC or DIP)
finished grade
Lu
Ld
-4-
VERTICAL OFFSET
RESTRAINED JOINTS FOR
45° Ld (ft) 20 40 60 80
Lu (ft) 20 20 20 20
Each side of any vertical offset
bend shall be restrained. In
addition, any joint that falls within
the specified length on each side
of the fitting shall be restrained.
D 6" 8" & 12" 16", 18" & 20" 24"
22 1/2° Ld (ft) 20 20 40 40
Lu (ft) 20 20 20 20
D 6" 8" & 12" 16", 18" & 20" 24"
11 1/4° Ld (ft) 20 20 20 20
Lu (ft) 20 20 20 20
D 6" 8" & 12" 16", 18" & 20" 24"
D
D = pipe diameter
FEB 09
48" min.
6" stone
valve restrained to main
6", 8" and 12"
16", 18", 20" and 24"
screw type adjustable
valve box
8"x 8"x 16"
solid block
60" min.
over-excavation
18" to 24"
concrete pad 18" dia. x 6" deep finished grade
concrete pad 18" dia. x 6" deep finished grade
Water Forced Sewer
24" min.
screw type adjustable valve box
Note: valve shall
be spur gear
type
6" stone
8"x 8"x 16"
solid block
valve
restrained
to main
screw type
adjustable
valve box
concrete pad 18"
dia. x 6" deep
8"x 8"x 16" solid block
for 12" valve
Note: valve shall
be bevel gear
type
GATE VALVE
stone
joint
restraintsstone
valve restrained
to main
48" min.
6" stone
location marker
-5- APR 09
valve box
adaptor
valve box
adaptor
valve box
adaptor
6"
exterior of all sections to
have waterproof coating
3/4" x 2" butyl
joint sealant
24" min. in undeveloped areas
square skid pad 6"
thick around
manhole frame in
developed areas
finished
grade
finished
grade
3/4" concrete anchor
bolts (4 each)
STANDARD MANHOLE
adjustment rings
(11" max.)
steel reinforced
polypropylene steps
24" min.
clear opening
6. There shall be a 0.20 foot drop in elevation through the manhole.
3/4 dia.
6" stone
1'-6"
35" max.
12" or 16" (typ.)
6" stone
4'-0"
variable
3'-0" min.
4'-0" max.
8"
1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation.
2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of
water proofing.
3. Final slope adjustment of manhole frame shall be by shims and non-shrink grout.
4. Skid pad to be placed around manholes located in shoulders of roads.
5. Flat top shall be used if height from invert out to rim is four feet or less. Frame to be 4" in height.
NOTES :
5"pipe to manhole
connection to be
by flexible sleeve
top of bench to be
same elevation as top
of pipe
1" nominal size butyl
joint sealant to be
applied on lower
ledge of joint
top of manhole at grade in pavement areas
unless otherwise directed (top shall be set 24"
min. above grade in undeveloped areas)
invert channel to provide a
smooth transition in to out,
for all connections
precast invert or
grout bottom to
form channel
joint gasket shall be
either o-ring or profile
concrete ASTMC-150
4000 psi
2'-0" max.
-15- FEB 09
18"
3' minimum
PL
2'
treated 2"x 4" with
top 6" painted green
4" pipe at 2.00%
minimum grade
36" min.
cover
property
line
solvent weld cap8" x 4" gasketed bell wye
spigot by gasketed bell 45° bend
location marker
5'
stone
grade
finished
45°
GRAVITY SEWER LATERAL
FOR MAIN WITH COVER 15 FT OR LESS
gasketed pipe and fittings
All pipe and fittings shall be SDR 35/26 .
-22- FEB 09
24"
No. 4 rebar (typical)
class A concrete
END VIEW
12"
typical area
excavated
Note: concrete to extend one
foot into undisturbed
soil
SIDE VIEW
12"
typical
CONCRETE ANCHOR
24"
-41-
Gravity sewer lines having a 17% or
greater slope shall have concrete
anchors spaced as follows:
·17% - 34% - 36 ft. center to
center
·35% - 50% - 24 ft. center to
center
·51% + - 16 ft. center to
center
FEB 09
L = restrained length of pipe (PVC or DIP)
HORIZONTAL BEND
45°, 22 1/2°, 11 1/4°
D 6" 8" 12" 16" 18" 20" 24"
L (ft) 20 20 20 20 20 20 20 L TEE, CROSS, WYE
any joint that falls within the specified length of
each branch of the fitting shall be restrained.
In addition to restraining each joint of the fitting,
D = pipe diameter
L
LL
L-2-
TEE, CROSS, WYE AND HORIZONTAL BEND
RESTRAINED JOINTS FOR
D 6" 8" 12" 16" 18" 20" 24"
L (ft) 60 60 100 120 120 140 160
DD
D
L = restrained length of pipe (PVC or DIP)
D = pipe diameter
FEB 09
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, WVSDP NUMBER: #01-22VDOT DETAILSRev. No.Date
SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAN/A
75
03-09-2021
INT
21-05
88
3924L
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, WVSDP NUMBER: #01-22VDOT DETAILSRev. No.Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAN/A
76
03-09-2021
INT
21-05
88
3924L
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, WVSDP NUMBER: #01-22VDOT DETAILSRev. No.Date
01 6/14/2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAN/A
77
03-09-2021
INT
21-05
88
3924L
SQUARE TUBE STEEL SIGN POSTS - Square tube steel sign posts shall be fabricated from hot rolled. carbon sheet steel, structural steel
quality, conforming to the requirements of ASTM A1011, grade 50 except the yield strength after cool forming shall be 60,000 psi minimum.
The steel gauge shall be 14 gauge for the 2 inch by 2 inch post and 10 gauge for the 2 1/2 inch by 2 1/2 inch posts. Posts (inside and
outside) shall be galvanized in accordance with the requirements of ASTM A653. Coating Designation G-90. Post shall use an in ground
anchor system that provides a stable installation and allows easy replacement of the sign post into the anchor system after vehicular impact.
Post shall conform to the breakaway requirements of AASHTO's Standard Specifications for Structural Supports for Highway Signs,
Luminaries, and Traffic Signals (1994 Edition including revisions). The Contractor shall provide a copy of the FHWA's acceptance letter
indicating compliance with breakaway requirements at the time of catalog submission of the posts. Posts shall have 7/16 inch (+/- 1/64 inch)
openings or knockouts spaced 1 inch on centers on all four sides. Post shall be installed in accordance with the manufacturer's
recommendations.
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: #01-22VDOT DETAILSRev. No.Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAN/A
78
03-09-2021
INT
21-05
88
3924L
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, WVSDP NUMBER: #01-22DETAILS
Rev. No.Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAN/A
78A
03-09-2021
INT
21-05
88
3924L
NOTES:
1. RECREATIONAL UNITS BASED ON SIMILAR PLAYGROUND. CONTRACTOR TO CONFIRM WITH FREDERICK COUNTY PARKS & RECREATION PRIOR TO CONSTRUCTION.
2. RECREATION UNITS MUST MEET OR EXCEED THE TOTAL VALUE OF $43,225
3. BENCHES MUST ALSO BE PROVIDED AT EACH RECREATIONAL UNIT.
4. THE CONTRACTOR SHALL ENSURE THE PLAYGROUNDS CONFORM TO THE SPECIFICATIONS IN SECTION 165-402.08 OF THE FREDERICK COUNTY CODE PRIOR TO CONSTRUCTION.
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE
DRAINS TO W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUT
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS
T
O
W
A
T
E
R
W
A
YS
NYLOPLAST
DUCTILE IRONDO NOT POLLUT
E
DRAINS TO W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DR
A
I
N
S
T
O
WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRA
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
L
O
T
2
6LOT 123LOT 36LOT 38
L
O
T
1
1
4
L
O
T
4
3
LO
T
4
6
LOT
1
0
9
LOT 10
8
LOT 47
LOT 48
LOT 50 LOT 99LOT 98LOT 97LOT 96
LOT
9
5
LOT
2
1
LOT
2
0
LOT
1
9
LOT
1
8
LO
T
1
7
L
O
T
1
6
L
O
T
1
5
LO
T
1
4
LO
T
1
3
LOT
1
2
LOT 1
1
LOT 10
LOT 9
LOT 4
LOT 3LOT 1LOT 125LOT 126LOT 132LOT 133LOT 138LOT
1
4
4
LO
T
1
4
5
LO
T
1
4
6
LO
T
1
4
7
L
O
T
1
4
8
LOT 149LOT 150LOT 140LOT 56LOT 57LOT 58LOT 59LOT 60
LOT 61
L
O
T
1
5
2
LOT 55LOT 127LOT 53LOT
5
4
LOT
2
2
LO
T
23
LO
T
2
4
L
O
T
2
5
L
O
T
2
7
LO
T
2
8
LO
T
2
9
LOT
3
0
LOT 31
LOT 32
LOT 33LOT 34LOT 124LOT 35LOT 122LOT 121LOT 37LOT 120LOT 119LOT 39LOT 118
LO
T
1
1
7
L
O
T
1
1
6
L
O
T
4
0
L
O
T
4
1
L
O
T
1
1
5
L
O
T
4
2
L
O
T
1
1
3
L
O
T
4
4
L
O
T
1
1
2
L
O
T
1
1
1
LO
T
4
5
LO
T
1
1
0
LOT 49
LOT 51
LOT 52
LOT 107
LOT 106
LOT 105
LOT 104 LOT 103
LOT 8LOT 7LOT 6LOT 5
LOT 2
LOT 128LOT 129LOT 130LOT 131LOT 134LOT 135LOT 136LOT 137LOT 139LOT 62
L
O
T
6
3
L
O
T
6
4
L
O
T
6
6
L
O
T
6
7
L
O
T
6
8
L
O
T
6
9
L
O
T
7
0
L
O
T
7
1
L
O
T
7
2
L
O
T
7
3
L
O
T
7
4
L
O
T
7
5
L
O
T
7
6
L
O
T
7
7
L
O
T
7
8
L
O
T
7
9
L
O
T
8
0
L
O
T
8
1
L
O
T
8
2
L
O
T
8
3
L
O
T
8
4
L
O
T
8
5
L
O
T
8
6
L
O
T
8
8
L
O
T
8
9
L
O
T
9
0
L
O
T
9
1
L
O
T
9
2
L
O
T
9
3
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4
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6
5
10,993
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11
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8
7
SF
1
2
,
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75
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9
0
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F
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,
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0
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S
F
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0
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S
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1
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3
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F
9,469
S
F
9,499 S
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9,484 SF
9,454 SF11,010 SF12,325 SF10,009 SF8,974 SF9,360 SF10,279 SF10,244 SF9,339 SF10,199
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SF
9
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SF
1
0
,
3
2
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7
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1
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7
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S
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2
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5
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1
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10,19
3
S
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10,298
S
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9,370 SF
9,223 SF
8,943 SF
9,003 SF
9,764 SF
12,085 SF
10,079 SF
9,752 SF
9,748 SF
10,722 SF
11,088 SF 10,415 SF10,415 SF10,843
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,
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SF10
,
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6
3
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,
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1
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,
8
3
6
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,
8
4
2
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4
2
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8
5
2
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2
7
S
F
12,488
S
F
13,484
S
F
12,245 SF
11,631 SF11,236 SF11,373 SF11,373 SF12,775 SF
15,194 S
F
15,316
S
F17,342 SF16,821 SF11,885 SF11,052 SF11,140 SF11,217 SF11,175 SF11,130 SF11,219 SF11,147 SF11,142 SF11,154 SF11,195 SF12,255 SF15,208 SF8
,
8
1
7
SF
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,
4
7
6
SF
9
,
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7
6
S
F
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5
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SF9,648 SF11,211 SF11,849 SF3,
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6
1
S
F
1,
9
1
3
S
F
3,
0
6
1
S
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3,307 SF2,016 SF1,961 SF1,945 SF1,965 SF1,941 SF
1,954 SF
3,220 SF
3,
2
6
5
S
F
1,
9
4
8
S
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1,
9
3
8
S
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1,
9
2
4
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2
3
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5
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3
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3
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9
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3
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9
1
3
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5
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1
3
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9
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3
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3
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3
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ALOT 142LOT 1439,201 SF9,357 SF280' SD280'
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0
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280' SD
280' SD
280' SD280' SD280' SD280' SD280' SDLOT 15117,910 SFCOMPOSITE
C
COMPOSITE B
COMPOSITE D
COMPOSITE B
COMPOSITE B
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COMPOSITE C
LEXINGTON #1105MODIF
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3-CAR
OPT.3-CAROPT.COMPOSITE BCOMPOSITE B27'
FIRE
HYDRANT
FIRE
HYDRANT
FIRE HYDRANT
FIRE HYDRANT
FIRE
HYDRANT
FIRE
HYDRANT
FIRE
HYDRANT
FIRE
HYDRANT
FIRE
HYDRANT
FIRE
HYDRANT
27'
27'
27'
27'27'T
H
O
R
N
T
O
N
W
A
Y LEHIGH
DR
.LEHIGH DR.LEHIGH DR.HOP
KI
N
S
W
A
YROSSUM LN.THORNTON WAYLEHIGH DR.LEHIGH DR.MENASHA CT
.
TY
E
C
T
.
T
Y
E
C
T
.27'27'
27'27'27'27'27'27'27'27'
27'48'48'48'24'24'24'24'24'24'
THORNTON WAY
2
4
'
2
6'
SIGN TYPE "C"
SIGN TYPE
"MODIFIED D"
SIGN TYPE
"MODIFIED D"
SIGN TYPE "A"
SIGN TYPE "A"
SIGN TYPE
"MODIFIED D"
SIGN TYPE
"MODIFIED D"
SIGN TYPE "A"
SIGN TYPE "D"
SIGN TYPE "D"
SIGN TYPE
"MODIFIED D"
SIGN TYPE "A"
SIGN TYPE
"MODIFIED D"
SIGN TYPE
"MODIFIED D"
SIGN TYPE "C"
SIGN TYPE
"MODIFIED D"
SIGN TYPE "C"
SIGN TYPE
"MODIFIED D"
SIGN TYPE
"MODIFIED D"
SIGN TYPE
"MODIFIED D"
SIGN TYPE "A"
SIGN TYPE
"MODIFIED D"
SIGN TYPE "C"
SIGN TYPE "C"
SIGN TYPE "A"
SIGN TYPE
"MODIFIED D"
SIGN TYPE
"MODIFIED D"
SIGN TYPE
"MODIFIED D"
SIGN TYPE
"MODIFIED D"
SIGN TYPE
"MODIFIED D"
SIGN TYPE "A"
SIGN TYPE "C"
SIGN TYPE "C"
SIGN TYPE "A"
SIGN TYPE "D"
SIGN TYPE
"MODIFIED D"
SIGN TYPE
"MODIFIED D"
SIGN TYPE
"MODIFIED D"
SIGN TYPE "C"
SIGN TYPE
"MODIFIED D"
SIGN TYPE
"MODIFIED D"
SIGN TYPE
"MODIFIED D"
SIGN TYPE
"MODIFIED D"
SIGN TYPE "A"
SIGN TYPE "A"
SIGN TYPE
"MODIFIED D"
SIGN TYPE
"MODIFIED D"
SIGN TYPE "C"
SIGN TYPE
"MODIFIED D"
SIGN TYPE
"MODIFIED D"
SIGN TYPE "A"26'2
4'26'
FIRE
HYDRANT
SIGN TYPE "A"GLENRIDGE DR.SIGN TYPE " D"
SIGN TYPE " D"
SIGN TYPE " D"
SIGN TYPE "D"
SIGN TYPE "D"
CURB STENCIL
DETAIL - NTS
FIRE LANE NO PARKING
BLACK TRAFFIC GRADE PAINTED FIRE
LANE STENCILING, MINIMUM LETTER
HEIGHT 3 INCHES WITH A MINIMUM 12"
STROKE, SPACED EVERY 25 FEET, OR
AS NOTED
LIFE SAFETY PLANSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD 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, WVSDP NUMBER: #01-22
Rev. No.Date
05 9-22-2021
1" = 80'
79
03-09-2021
INT
21-05
88
3924L
*THIS VIEW FOR FIRE LANE
MARKINGS & SIGNAGE ONLY
NOTES:
1.FIRE STRIPING NOT TO BE PAINTED AT DRIVEWAY ENTRANCES
2.STANDARD CURB FIRE STRIPING TO INCLUDE CURB STENCIL
EVERY 25' AS APPLICABLE., SEE CURB STENCIL DETAIL.
3.FIRE HYDRANT LOCATIONS SHOWN PER DESIGN PLANS.
LEGEND
PROPOSED YELLOW FIRE STRIPING
LOT 123LOT 36LOT 38
LOT 10
LOT 9LOT 4
LOT 3LOT 1LOT 125LOT 126LOT 127LOT 31
LOT 32
LOT 33
LOT 34LOT 124LOT 35LOT 122LOT 121LOT 37LOT 120LOT 119
LOT
39
LOT 8LOT 7LOT 6LOT 5
LOT 2
LOT 128LOT 129L
O
T
7
5
L
O
T
7
6
L
O
T
7
7
L
O
T
7
8
L
O
T
7
9
L
O
T
8
0
R
E
C
R
E
A
T
I
O
N
A
R
E
A
280' SD
280' SD
280' SD
280' SD280' SDSIGHT
DISTANCE
ESM'T18+37.7819+002
0
+
0
0
21
+
0
0
21
+
6
7
.
5
718+32.93LEHIGH DR.ROSSUM LN.THORNTON WAYLEHIGH DR.
T
Y
E
C
T
.
STREET
LIGHT
STREET
LIGHT
A # 10'
A # 10'
SUBDIVISION SIGN
SEE INTREEGUE
SENSENY VILLAGE
MONUMENT SIGN PLAN
Ar / Acer rubrum / Red Maple
Ms / Malus sp. / Flowering Crabapple
As / Acer saccharum / Sugar Maple
Qr / Quercus rubra / Red Oak
Tt / Tilia tomentosa / Silver Linden
Zs / Zelkova serrata / Japanese Zelkova
Plant Key
Bg / Buxus x Green Mountain / Green Mtn Boxwood
Im / Ilex x meserveae 'Mesdob' / China Boy Holly
Vc / Viburnum carlesii / Spice Baby Korean Spice Viburnum
Az / Azalea x Rosebud / Rosebud Azalea
170
528LOT 99LOT 98LOT 52
CG-12B
CG-12B
STOP
SIGN
STREET
SIGN
STREET
LIGHT
SIGHT
DISTANCE
ESM'T
CG-9B
TYP
CG-9B
TYP
CG-11
16.0'
STREET
LIGHT
A # 10'
18'
TYPICAL 18' LIGHT POLE DETAIL
NOT TO SCALE
CONCRETE
LIGHT POLE
BASE DESIGN
BY STRUCTURAL
ENGINEER 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 WVSDP NUMBER: #01-22LANDSCAPE AND LIGHTING PLANRev. No. Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY VIRGINIA1"=30'
80
03-09-2021
INT
21-05
88
3924L
MATCH LINE SHEET 86MATCH LINE SHEET 83 MATCH LINE SHEET 83 MATCH LINE SHEET 81TYPICAL PHOTOMETRIC
PATTERN
Note:
1. All lighting will conIorm to section
165-201.07 and be Iull downcast
shielded and Iull cutoII.
TT
6
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DR
A
I
N
S
T
O WATERWA
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE D
R
A
I
N
S
T
O
W
A
T
E
R
WAYS
NYLOPLAST
DUCTILE IRON
DO NO
T
P
O
L
L
UTE DRAINS
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE D
R
A
I
N
S
T
O
W
A
T
E
R
WAYS
L
O
T
2
6
LOT 21
LOT
20
LOT
1
9
LOT
1
8
L
O
T
1
7
L
O
T
1
6
L
O
T
1
5
LO
T
1
4
LO
T
1
3
LOT
1
2
LOT 1
1
LOT 10
L
O
T
1
5
2
LOT
2
3
LO
T
2
4
LO
T
2
5
L
O
T
2
7
LO
T
2
8
LO
T
2
9
LOT
3
0
L
O
T
7
5
L
O
T
7
6
L
O
T
8
1
L
O
T
8
2
L
O
T
8
3
L
O
T
8
4
L
O
T
8
5
L
O
T
8
6
L
O
T
8
8
L
O
T
8
9
L
O
T
9
0
L
O
T
9
1
L
O
T
9
2
L
O
T
9
3
STREET
LIGHT
2
8
0
'
SD
10' NO DISTURB ESMT.
PER PROFFER #B3
50' NO DISTURB ESMT.
PER PROFFER #B3
10' NO DISTURB ESMT.
PER PROFFER #B3
50' NO DISTURB
ESMT. PER
PROFFER #B3
CG-9B
(TYP)
CG-9B
(TYP)
CG-9B
(TYP)
L
O
T
8
7
7' INGRESS/
EGRESS
ESMT
5'
SID
E
W
A
L
K
LEHIGH
DR
.
HOP
KI
N
S
W
A
Y
HOP
KI
N
S
W
A
Y
STREET
Ar / Acer rubrum / Red Maple
Ms / Malus sp. / Flowering Crabapple
As / Acer saccharum / Sugar Maple
Qr / Quercus rubra / Red Oak
Tt / Tilia tomentosa / Silver Linden
Zs / Zelkova serrata / Japanese Zelkova
Plant Key
Bg / Buxus x Green Mountain / Green Mtn Boxwood
Im / Ilex x meserveae 'Mesdob' / China Boy Holly
Vc / Viburnum carlesii / Spice Baby Korean Spice Viburnum
Az / Azalea x Rosebud / Rosebud Azalea
18'
TYPICAL 18' LIGHT POLE DETAIL
NOT TO SCALE
CONCRETE
LIGHT POLE
BASE (DESIGN
BY STRUCTURAL
ENGINEER)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, WVSDP NUMBER: #01-22LANDSCAPE AND LIGHTING PLANRev. No.Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1"=30'
81
03-09-2021
INT
21-05
88
3924L
MAT
C
H
LI
N
E
S
H
E
E
T
85
MATCH LINE SHEET 86MATCH LINE SHEET 80MA
T
C
H
L
I
N
E
S
H
E
E
T
8
6
6' DI
A
M
M
H
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE D
R
A
I
N
S
T
O
W
A
T
E
R
WAYS
L
O
T
1
1
4
L
O
T
4
3
LO
T
4
6
LOT
1
0
9
LOT 10
8
LOT 47
LOT 48
LOT 50 LOT 99LOT 98LOT 97LOT 96LOT
95
LOT 56LOT 57LOT 58LOT 59LOT 60
LOT 61 LOT 55
LOT 53LOT
5
4
LOT
2
2
LO
T
4
0
L
O
T
4
1
L
O
T
4
2
L
O
T
1
1
3
L
O
T
4
4
L
O
T
1
1
2
L
O
T
1
1
1
L
O
T
4
5
LO
T
1
1
0
LOT 49
LOT 51
LOT 52
LOT 107
LOT 106
LOT 105
LOT 104
LOT 103
LOT 62
L
O
T
6
3
L
O
T
6
4
L
O
T
6
6
L
O
T
6
7
L
O
T
6
8
L
O
T
6
9
L
O
T
7
0
L
O
T
7
1
L
O
T
7
2
L
O
T
7
3
L
O
T
7
4
L
O
T
7
5
L
O
T
9
2
L
O
T
9
3
L
O
T
9
4
L
O
T
6
5
R
E
C
R
E
A
T
I
O
N
A
R
E
A
280' SD280'
SD280'
SD280'
SD280'
SD
SIGH
T
DIST
A
N
C
E
ESM'
T
SIGHT
DISTANCE
ESM'T
T
H
O
R
N
T
O
N
W
A
Y LEHIGH
DR
.LEHIGH DR.TY
E
C
T
.
1 Ca
1 Cs
4 Iv
3 Ad
5 Hs
2 Vc
3 Vm
2 Mf
2 An
1 Hh
2 An
n
6 Ls
3 At
2 Ef
3 Vm
STREET
LIGHT
STREET
LIGHT
A @ 10'
A @ 10'
Ar / Acer rubrum / Red Maple
Ms / Malus sp. / Flowering Crabapple
As / Acer saccharum / Sugar Maple
Qr / Quercus rubra / Red Oak
Tt / Tilia tomentosa / Silver Linden
Zs / Zelkova serrata / Japanese Zelkova
Plant Key
Bg / Buxus x Green Mountain / Green Mtn Boxwood
Im / Ilex x meserveae 'Mesdob' / China Boy Holly
Vc / Viburnum carlesii / Spice Baby Korean Spice Viburnum
Az / Azalea x Rosebud / Rosebud Azalea
170
528LOT 99LOT 98LOT 52
CG-12B
CG-12B
STOP
SIGN
STREET
SIGN
STREET
LIGHT
SIGHT
DISTANCE
ESM'T
CG-9B
(TYP)
CG-9B
(TYP)
CG-11
16.0'STREETL
IGHTSTREET
LIGHT
A @ 10'
18'
TYPICAL 18' LIGHT POLE DETAIL
NOT TO SCALE
CONCRETE
LIGHT POLE
BASE (DESIGN
BY STRUCTURAL
ENGINEER)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, WVSDP NUMBER: #01-22LANDSCAPE AND LIGHTING PLANRev. No.Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA82
03-09-2021
INT
21-05
88
3924LMATCH LINE SHEET 84MATCH LINE SHEET 85 MATCH L
INE
SHEET
85MATCH LINE SHEET 80
MATCH LINE SHEET 83MATCH LINE SHEET 21TYPICAL
PHOTOMETRIC
PATTERN
1"=30'
8080LOT 132LOT 133LOT 138LO
T
1
4
4
LO
T
1
4
5
LO
T
1
4
6
LO
T
1
4
7
L
O
T
1
4
8
LOT 149LOT 150LOT 140LOT 119LOT 39LOT 118
LO
T
1
1
7
L
O
T
1
1
6
LO
T
4
0
L
O
T
1
1
5LOT 130LOT 131LOT 134LOT 135LOT 136LOT 137LOT 139LOT 142LOT 143CG-12B
CG-12B
STOP
SIGN
STREET
SIGN
STREET
LIGHT
INGRESS/
EGRESS
ESMT 280' SD0+00
1
+
0
0
2
+
0
0
3
+
0
0
4
+
0
0
4
+
3
1
.
2
9
10' NO DISTURB ESMT.
PER PROFFER #B3
RIGHT OF WAY CONTINUED TO PROPERTY LINE FOR FUTURE
INTERPARCEL CONNECTION PER PROFFER #B1
CG-9B
(TYP)
CG-9B
(TYP)
CG-1
1
LOT 151INGRESS/
EGRESS
ESMT LEHIGH DR.MENASHA C
T
.
TURF
TURF
STREET
LIGHT
A @ 10'
Ar / Acer rubrum / Red Maple
Ms / Malus sp. / Flowering Crabapple
As / Acer saccharum / Sugar Maple
Qr / Quercus rubra / Red Oak
Tt / Tilia tomentosa / Silver Linden
Zs / Zelkova serrata / Japanese Zelkova
Plant Key
Bg / Buxus x Green Mountain / Green Mtn Boxwood
Im / Ilex x meserveae 'Mesdob' / China Boy Holly
Vc / Viburnum carlesii / Spice Baby Korean Spice Viburnum
Az / Azalea x Rosebud / Rosebud Azalea
170
528LOT 99LOT 98LOT 52
CG-12B
CG-12B
STOP
SIGN
STREET
SIGN
STREET
LIGHT
SIGHT
DISTANCE
ESM'T
CG-9B
(TYP)
CG-9B
(TYP)
CG-11
16.0'STREET
L
IGH
T
STREET
LIGHT
A @ 10'
18'
TYPICAL 18' LIGHT POLE DETAIL
NOT TO SCALE
CONCRETE
LIGHT POLE
BASE (DESIGN
BY STRUCTURAL
ENGINEER)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, WVSDP NUMBER: #01-22LANDSCAPE AND LIGHTING PLANRev. No.Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA83
03-09-2021
INT
21-05
88
3924L
MATCH LINE SHEET 80
MATCH LINE SHEET 82MATCH LINE SHEET 20TYPICAL
PHOTOMETRIC
PATTERN
WET POND LANDSCAPING:
TURF SHALL BE PROVIDED IN WET POND(S) & POND BUFFERS, PER TABLE 14.2.
"LEVEL 1 AND 2 WET POND DESIGN GUIDANCE", FOUND IN VA DCR
STORMWATER DESIGN SPECIFICATION NO. 14 - WET POND.
(PROPOSED PONDS ARE LEVEL 1 DESIGN)
1"=30'
NYLOPLAST
DUCTILE IR
O
N
DO NOT POLLU
TE
D
RAIN
S
TO
W
A
TER
W
AYS
NYLOPLAS
T
DUCTILE
I
R
ON
DO NOT PO
L
L
UTE
DRA
IN
S
TO
W
ATE
R
WAY
S
NYLOPLAST
DUCTILE IR
O
N
DO NOT POLLU
TE
D
RAIN
S
TO W
A
TER
W
AYS
NYLOPL
AS
T
DUCTILE IR
O
N
DO NOT POLLUTE
DRA
I
N
S
TO
W
ATE
R
WAY
S
17052
8
LOT 50
L
O
T
9
9
L
O
T
9
8
LO
T
9
7
LOT
9
6
LO
T
5
3
LOT 51LOT 52LOT 106 LOT 10
5 LOT 104LOT 103CG-12B
CG-12BSTOP
SIGNSTREETSIGNSTREETLIGHT
2
8
0
'
S
D
28
0
'
S
D
28
0
'
S
D
SIGHT
DISTA
N
CE
ESM'T50' NO
DIST
U
RB ES
MT.PER P
R
OFFE
R #B3
CG-9B(TYP)CG-9B(TYP)CG-1116.0'23
.
0
'16.0'53.3'20'R
20'REPE
P
E
P
E
P
EP
EP
EP
EP
LE
H
I
G
H
D
R
.
TURFSTREET
LIGHT
TURF
A @ 10'
Ar / Acer rubrum / Red Maple
Ms / Malus sp. / Flowering Crabapple
As / Acer saccharum / Sugar Maple
Qr / Quercus rubra / Red Oak
Tt / Tilia tomentosa / Silver Linden
Zs / Zelkova serrata / Japanese Zelkova
Plant Key
Bg / Buxus x Green Mountain / Green Mtn Boxwood
Im / Ilex x meserveae 'Mesdob' / China Boy Holly
Vc / Viburnum carlesii / Spice Baby Korean Spice Viburnum
Az / Azalea x Rosebud / Rosebud Azalea
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRA
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
170
528LOT 99LOT 98LOT 52
CG-12B
CG-12B
STOP
SIGN
STREET
SIGN
STREET
LIGHT
SIGHT
DISTANCE
ESM'T
CG-9B
(TYP)
CG-9B
(TYP)
CG-11
16.0'STREETL
IGHTSTREET
LIGHT
A @ 10'
18'
TYPICAL 18' LIGHT POLE DETAIL
NOT TO SCALE
CONCRETE
LIGHT POLE
BASE (DESIGN
BY STRUCTURAL
ENGINEER)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, WVSDP NUMBER: #01-22LANDSCAPE AND LIGHTING PLANRev. No.Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA84
03-09-2021
INT
21-05
88
3924LMATCH LINE SHEET 85MATCH L
INE
SHEET
82TYPICAL PHOTOMETRIC PATTERN
WET POND LANDSCAPING:
TURF SHALL BE PROVIDED IN WET POND(S) & POND BUFFERS, PER TABLE 14.2.
"LEVEL 1 AND 2 WET POND DESIGN GUIDANCE", FOUND IN VA DCR
STORMWATER DESIGN SPECIFICATION NO. 14 - WET POND.
(PROPOSED PONDS ARE LEVEL 1 DESIGN)
1"=30'
6' DIA
M
M
H
1816122 846180628
LOT 26
LO
T
3
6
LO
T
3
8
LOT 43
LOT 46
LOT 1
0
9
LOT
1
0
8
LOT
4
7
LOT
4
8
LOT 95LOT
1
0
LOT 56LOT 57LOT 58LOT 59LOT 60LOT 61
LOT 152
LOT 55
LOT 54
LOT 22
LOT 23
LOT 24
LOT 25
LOT 27
LOT 28
LOT 29
LOT 3
0
LOT
3
1
LOT
3
2
L
O
T
3
7
LO
T
1
2
0
LOT
1
1
9
LOT 3
9
LOT
1
1
8
LOT 40
LOT 41
LOT 42 LOT 44
LOT 45
LOT 110 LOT 4
9
LOT 10
7LOT 62
LOT 63LOT 64
LOT 66LOT 67LOT 68LOT 69LOT 70LOT 71LOT 72LOT 73LOT 74
LOT 75
LOT 76LOT 77LOT 78LOT 79
LOT 80
LOT 81 LOT 82
LOT 83 LOT 84 LOT 85 LOT 86 LOT 88 LOT 89 LOT 90 LOT 91 LOT 92 LOT 93 LOT 94
LOT 65
RECREATION AREA
RECREATION AREA STOP SI
G
N
CG-12BSTREET
SIGN
CG-12B
CG-12B
CG-12BSTOP
SIGN STREET
LIGHT
2
8
0
'
S
D
280' SD
28
0
'
S
D
280'
S
D
280'
S
D
SIGHT
DISTA
N
C
E
ESM'T
CG-9B(TYP)CG-9B(TYP)CG-9B(TYP)CG-9B(TYP)CG-9B(TYP)CG-9B(TYP)CG-9B(TYP)CG-9B(TYP)CG-11CG-11CG-11
CG-11
INGRESS/EGRESS
ESMT
INGRESS/EGRESS
ESMT INGRESS/
EGRES
S
ESMT
LOT 877' INGRESS/EGRESS
ESMT
5'
SIDEW
A
L
K
7' INGRESS/EGRESS
ESMT
5' S/WTHORNTON WAY
LEHIG
H
D
R
.
TYE CT
.
TYE CT.1 Ca1 Cs4 Iv3 Ad5 Hs2 Vc3 Vm2 Mf2 An1 Hh2 Ann6 Ls3 At2 Ef3 VmSTREET
LIGHT
A @ 10'
Ar / Acer rubrum / Red Maple
Ms / Malus sp. / Flowering Crabapple
As / Acer saccharum / Sugar Maple
Qr / Quercus rubra / Red Oak
Tt / Tilia tomentosa / Silver Linden
Zs / Zelkova serrata / Japanese Zelkova
Plant Key
Bg / Buxus x Green Mountain / Green Mtn Boxwood
Im / Ilex x meserveae 'Mesdob' / China Boy Holly
Vc / Viburnum carlesii / Spice Baby Korean Spice Viburnum
Az / Azalea x Rosebud / Rosebud Azalea
170
528LOT 99LOT 98LOT 52
CG-12B
CG-12B
STOP
SIGN
STREET
SIGN
STREET
LIGHT
SIGHT
DISTANCE
ESM'T
CG-9B
(TYP)
CG-9B
(TYP)
CG-11
16.0'STREET
L
IGH
T
STREET
LIGHT
A @ 10'
18'
TYPICAL 18' LIGHT POLE DETAIL
NOT TO SCALE
CONCRETE
LIGHT POLE
BASE (DESIGN
BY STRUCTURAL
ENGINEER)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, WVSDP NUMBER: #01-22LANDSCAPE AND LIGHTING PLANRev. No.Date
05 9-22-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA86
03-09-2021
INT
21-05
88
3924LMATCH
L
INE
SHEE
T
8
3
MAT
C
H LI
N
E
S
H
E
ET 80MATCH
L
INE
SHEE
T
8
0
MAT
C
H LI
N
E
S
H
E
ET 81MATCH LINE SHEET 82
MAT
C
H
L
I
N
E
S
H
E
E
T
85MATCH LINE SHEET 85SEE SHEET 85 FOR
PLANTING DETAIL
TYPICAL
PHOTOMETRIC
PATTERN
1"=30'
N/A
87PROFFERSRev. No.Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03-09-2021
INT
21-05
88
3924L151 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, WVSDP NUMBER: #01-22
N/A
88PROFFERED OFFSITE ROAD IMPROVEMENTSRev. No.Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03-09-2021
INT
21-05
88
3924L151 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, WVSDP NUMBER: #01-22
FOR INFORMATIONAL PURPOSES ONLY
PER PROFFER
C2
PER PROFFER
C2
PER PROFFER
C3
PER PROFFER
C3