HomeMy WebLinkAbout02-21 Design Plan1COVER SHEETN/A
SENSENY VILLAGE SUBDIVISION - PHASE 1
SUBDIVISION PLAN
RED BUD MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
SDP #02-21
VICINITY MAP
SCALE: 1" = 1000'
OWNER
U.S. HOME CORPORATION
14280 PARK MEADOW DRIVE
CHANTILLY, VA 20151
703-449-6546
DEVELOPER
LENNAR
14280 PARK MEADOW DRIVE
CHANTILLY, VA 20151
703-449-6546 SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03-09-2021
INT
21-05
88
3924L
Plan Revisions
Rev. No Rev. Date Comment
01 6-14-2021
Frederick Water, VDOT, Public Works, and Planning comments
(2nd Submission)
02 7-8-2021 Frederick Water comments
03 7-22-2021
Box Culvert Change Per Structural Engineer
04 08-12-2021
Public Works (Geotechnical Comments)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:
LIST OF SERVICES: CIVIL ENGINEERING I GIS I LAND SURVEYING I ENVIRONMENTAL I ANALYTICAL LABORATORY I QUALITY CONTROL TESTING & INSPECTIONS PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVWater/Sewer: Frederick Water
P.O. Box 1877
Winchester, VA. 22604
(540) 868-1061
Power:Rappahannock Electric Coop
137 Kelly Court
Front Royal, VA 22630
1-800-552-3904
UTILITY NOTICE REQUIRED
Contractors shall notify all public utility operators who maintain underground utility lines in the
area of proposed excavating or blasting at least two (2) working days, but not more than ten (10)
working days, prior to commencement of excavation or demolition. Names and telephone
numbers of the operators of underground utility lines appear below. These numbers shall also be
used to serve in an emergency condition.
CALL "MISS UTILITY"
VIRGINIA UTILITY PROTECTION SERVICE (VUPS) AT 811 OR 1-800-552-7001, 48 HOURS
PRIOR TO THE START OF WORK. EXCAVATORS MUST NOTIFY ALL PUBLIC UTILITY
OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF
PROPOSED EXCAVATING OR BLASTING AND HAVE THOSE FACILITIES LOCATED BY THE
UTILITY COMPANIES PRIOR TO COMMENCING EXCAVATION. THE EXCAVATOR IS
RESPONSIBLE FOR COMPLIANCE WITH ALL COUNTY REQUIREMENTS, VIRGINIA CODE
AND REGULATIONS.
Verizon
P.O. Box 17398
Baltimore, MD 21297
(301) 954-6282
Communications:
APPROVALS
THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY
DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR
TO CONSTRUCTION.
APPROVED BY THE ZONING AND SUBDIVISION ADMINISTRATOR DATEis with the free consent and in accordance with the desires of the undersigned owners,
properties and trustees if any.
OWNERS CERTIFICATE
DATE
The foregoing Subdivision of the land of
MARK ANGELUS
US HOME CORPORATION
Gas:Shenandoah Gas Co.
P.O. Box 2400
Winchester, VA 22604
(540) 869-1111
N/A
2GENERAL NOTES AND LEGENDRev. No. Date
SENSENY 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: #02-21
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 servicesii. 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 otherapplicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications andRegulations, 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 thecurrent edition of VDOT’s Work Area Protection Manual. A transportation management plan needs to be submitted for approvaland 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, junctionboxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer tolocate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval ofthese 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 deemednecessary 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 theengineer and/or developer with the attendance of the contractor (s), various County agencies, utility companies and VDOT priorto initiation of work.
V7. The contractor shall notify the local VDOT Land Development Office when work is to begin or cease for any undeterminedlength 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 VDOTmaintained 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 withSection 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by thisproject 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 coverand 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 thecourse of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinityuntil 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 toplacement of fill. A VDOT representative shall be present to insure the soil sample(s) obtained for CBR’s is representative ofthe location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified andlabeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicableVDOT standards and procedures.
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in accordance withthe 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 asstorm sewer pipe and a select number of pipe culverts. For pipe culverts, a minimum of one pipe installation for each size ofeach material type will be inspected or ten percent of the total amount for each size and material type summarized. All pipeinstallations 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 designstandards 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 thedeveloper 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 ofconstruction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the localVDOT 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 bedetermined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications andVTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOTdaily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given theopportunity 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 compactiontechnician 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 thecontrol strip.
V22. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored belowthe bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings offoundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOTRoad and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation designand/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’sinstallation 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 proposedfoundation elevation to determine the type and condition of the foundation. The contractor shall submit copies of borehole logsand report findings of foundation exploration to the engineer and VDOT for approval prior to constructing box. Foundationdesigns shall comply with VDOT Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered andcast-in-place box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise unsuitablefoundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineerand approved by VDOT.
USECODE * TRIP RATE
TRIP GENERATION DATA- PHASE 1
DWELLING UNITS VPD
210
230
SINGLE FAMILY DETACHED
TOWNHOUSES
108
40
9.52
5.81
1028.16
232.40
1260.56
FREDERICK COUNTY INSPECTIONS DEPARTMENT NOTES
1. Project shall comply with the Virginia uniform statewide building code (USBC). dwellings (r-5) shall comply with theVirginia 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 ofthe upstream man hole cover6. 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 bedesigned and compacted by a registered professional9. 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 andrecommendation of a qualified engineer to demonstrate that the intent of this section has been satisfied. Such aninvestigation shall include consideration of material, height of slope, slope gradient, load intensity and erosioncharacteristics of slope material.14. Site plan approved pending receipt of geotechnical soil investigation as required.
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
T.M. 65D-4
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MCKEE, RI
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P
G. 18T.M. 65D-5-6-86RAMOS, JENNIFER.T.M. 65D-5-6-87FOX, ANGELA J. &FOX, ERIC F.T.M. 65D-5-6-88
O'HARA, DANIEL &
O'HARA MONICA
T.M. 65D-5-6-89
ADAMS, GARY LINDEN &
ADAMS, JUNAITA SPIELMAN
D.B. 725 PG. 724
T.M. 65-A-49B
US HOME
CORPORATION
24.09 AC
INST# 20 0008114
ZONE: RP
T.M. 65-A-55
US HOME
CORPORATION
49.70 AC
INST# 20 0008114
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)GLENRIDGE
DR
IVETWINBROOK CIRROSSUM LANERTE. 37 R/W DEDICATION PER
PROFFER #C5
2016 GIS ALIGNMENT
AREA VDOT RTE. 37
RTE. 37
RESERVATION AREA
OAKMONT
C
I
R
C
L
E
MASO
N
S
T
R
E
E
T
30' RO
W
(
D
B
206 PG 459)
T.M. 65A-7-7-8A
FREDERICK COUNTY
SANITATION AUTHORITY
DB. 493 PG. 123 151 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: #02-21BOUNDARY AND EXISTING TOPORev. No. Date
SENSENY 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
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DR
A
I
N
S
T
O
WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLU
T
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D
R
A
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DUCTILE IRONDO NOT POLLUTE DRAINS TO
W
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W
A
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S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO
W
A
T
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W
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NYLOPLAST
DUCTILE IRONDO NOT POLLUTE
D
R
A
I
N
S
T
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WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE
D
R
A
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S
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O
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A
T
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W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO W
A
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E
R
W
A
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S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAIN
S
T
O
W
A
T
E
R
W
A
Y
S
0+00
1+0
0
2+
0
0
3+
0
0
4+
0
0
4+
3
1
.
2
9
32+10.46
L.P.=600.6818+37.7819+002
0
+
0
0
20+
6
2
.
9
8
21+
0
0
21+
6
7
.
5
718+32.93LO
T
2
6LOT 123LOT 36LOT 38
L
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1
1
4
L
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T
4
3
LOT
4
6
LOT 1
0
9
LOT 108
LOT 47
LOT 48 LOT 50
LOT 100LOT 99LOT 98LOT 97
LO
T
9
6
L
O
T
9
5
LO
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2
1
L
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2
0
L
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1
9
L
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1
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L
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1
7
LO
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1
6
LO
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1
5
LOT
1
4
LOT
1
3
LOT 1
2
LOT 11
LOT 10
LOT 9LOT 4
LOT 3LOT 1LOT 125LOT 126LOT 132LOT 133LOT 138LOT 142LOT 143L
O
T
1
4
4
L
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1
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5
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1
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6
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7
L
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1
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8
LOT 149LOT 151LOT 150LOT 140
565758596061
87
55LOT 127LOT 53
L
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4
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2
L
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LOT
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LOT
2
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LOT 30
LOT 31
LOT 32LOT 33LOT 34LOT 124LOT 35LOT 122LOT 121LOT 37LOT 120
LOT
119
LO
T
3
9
LO
T
1
1
8
L
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1
7
L
O
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1
1
6
L
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L
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1
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LO
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1
1
3
L
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LO
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1
1
1
LO
T
4
5
LOT
1
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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
63
64
66
67
68
69
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71
72
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9
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A
EX. PROPERTY
LINE TO BE
VACATED PER
§144-13
EX. PROPERTY
LINE TO BE
VACATED PER
§144-13
PUMP STATION
PARCEL
R.O.W
.
T
O
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E
D
E
D
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A
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D
B
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ATKIN
S
F
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U
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TIME
O
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P
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1,291
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F
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DEDIC
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.LEHIGH DR.R
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LEHIGH DR.
HOPKI
NS
WAY
LEHIGH
DR
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50' R/W50' R/W
50'
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/W
5
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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
L3L4
L5
L
6
L7L8L9L10L
1
2
L13L14L15L16L17
L1
8L19L20
L
2
1
L
2
2
L23L
2
4
L25 L26L2
7
L
2
8
L29L30L31
L3
2L33L34L35L3
6
L37L38L39 L40
L
4
1
L
4
2
L43L44L45
L
4
6 L47L4
8
L49
L50 L51L52L53L5
4L55L56C44
C47
C54
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°34'48" E 48.57'
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 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: #02-21RIGHT-OF-WAYRev. No. Date
SENSENY 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.
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATE
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRA
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATE
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRA
I
N
S
T
O
W
ATERWAYS
0+00
1+0
0
2+
0
0
3+
0
0
4+
0
0
4+
3
1
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9
32+10.46L.P.=600.6817+67.7318+37.7819+002
0
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0
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20+
6
2
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9
8
21+
0
0
21+
6
7
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5
718+32.93LO
T
2
6LOT 123LOT 36LOT 38
L
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1
1
4
LO
T
4
3
LOT 4
6
LOT 10
9
LOT 108
LOT 47
LOT 48 LOT 50
LOT 100LOT 99LOT 98LOT 97
LO
T
9
6
L
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T
9
5
LO
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2
1
L
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2
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L
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9
L
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8
L
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1
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LO
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1
6
LO
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1
5
LOT
1
4
LOT
1
3
LOT 1
2
LOT 11
LOT 10
LOT 9LOT 4
LOT 3LOT 1LOT 125LOT 126LOT 132LOT 133LOT 138LOT 142LOT 143L
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T
1
4
4
L
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1
4
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LOT 149LOT 151LOT 150LOT 140
565758596061
87
55LOT 127LOT 53
L
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LOT
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LOT 30
LOT 31
LOT 32LOT 33LOT 34LOT 124LOT 35LOT 122LOT 121LOT 37LOT 120LOT
119
LO
T
3
9
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1
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1
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4
5
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1
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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
63
64
66
67
68
69
70
71
72
73
74
75
76
77
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88
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6
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7
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69
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70.2'74.3'
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114.9'36.
9
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23.2'72.5'70.9'EX. PROPERTY
LINE TO BE
VACATED PER
§144-13
EX. PROPERTY
LINE TO BE
VACATED PER
§144-13
PUMP STATION
PARCEL
7
1
.
8
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R.O.W
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1,291
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ESM'T P
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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
25' STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM DRAINAGE ESM'T
10' NO DISTURBANCE
ESM'T PER PROFFER B3
28' FREDERICK
WATER ESM'T
2
0
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F
R
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TENANCE& S
TORM
ESM
'T
FREDERICK
WATER ESM'T
STORM DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
20' FREDERICK
WATER ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
FREDERICK
WATER ESM'T
FREDERICK
WATER ESM'T
FREDERICK
WATER ESM'T
FREDERICK
WATER ESM'T
FREDERICKWATER ESM
'T
SIGHT DISTANCE ESM'T
SIGHT
DISTANCE
ESM'T
FRED
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WAT
E
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M
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STOR
M
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A
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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
FUTURE PHASE 2
STORM
DRAINAGE
ESM'T
M
E
N
A
S
H
A
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HOPKI
NS
WAY
LEHIGH
DR
.
T
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A
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50' R/W50' R/W
50'
R
/W
5
0
'
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/W
50'
R
/
W
50
'
R
/
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T
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.
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A
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S
T
R
E
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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
C11C12
L1 L2
L3L4
L5
L
6
L7L8L9L10L
1
2
L13L14L15L16L17
L1
8L19L20
L
2
1
L
2
2
L23L
2
4
L25 L26L2
7
L
2
8
L29L30L31
L3
2L33L34L35L3
6
L37L38L39 L40
L
4
1
L
4
2
L43L44L45
L
4
6 L47L4
8
L49
L50 L51L52L53L5
4L55L56C44
C47
C54 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: #02-21PRELIMINARY PLATRev. No. Date
01 6-14-2021SENSENY 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 00INV3600INV
13 00INV
95 50INV
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLU
T
E
DRAINS TO WAT
E
R
W
A
Y
SGRID MERIDIANVA NORTH ZONE NAD8362662662061060058
6
590
600
610
61
0
61
0
612
614
600
610
6
1
2
61
2
6
1
0
6
0
6
60
6
600
590
62
0
62
6
646648
654
660
652
658652
650
650
6306266386366346326326
4
0630626.24626621
620
613.5
614614.5615615.56166
2
0
6
2
0
6
1
862262162062062062062
0
62
0
62
1621
63
0
64
064063
0
63
6630620624636 6306346366386406506406306
3
0
62
0
63
0
630
6
4
0
6
4
2 638638634632634
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 FILL
SLOPE AND DIVERSION
CONSTRUCTED AND
STABILIZED
EX. 35' RIPARIAN
BUFFER (TYP)
EX. 35' RIPARIAN
BUFFER (TYP)
UTILIT
Y
CROS
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: #02-21E&S PHASE IRev. No. Date
01 6-14-2021SENSENY 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
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 6
62 50INV
54 00INV
3
:
1
3:13:174 90
74 90
74 90
74 90
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRA
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE 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 D
R
A
I
N
S
TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRA
I
N
S
T
O
W
A
T
E
R
W
A
YS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WA
T
E
R
W
A
Y
S
2:1
2:1 GRID MERIDIANVA NORTH ZONE NAD8350'20'5'560
570
576.5
570564.5
565
572.5
571.5
571570580590600
570560576.5
61
0
612
614
6
1
0
6
0
6
60
6
600
590 580
5
8
0
5
7
0 5805906005846006
1
0
6
1
0
6
1
6
6
2
0
62
0
62
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
E&S 1 DITCH 13
(TEMP)
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: #02-21E&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
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 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: #02-21SB 1 DETAILSRev. No. Date
SENSENY 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 14" 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 14" 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 574.44'
25 YR WS ELEV 575.32'100 YR WS ELEV 575.51'**
STORMWATER MANAGEMENT BASIN 1
PRINCIPAL RISER SECTION
SEDIMENT BASIN CONVERSION
NTS
TOP OF RISER
ELEV =574.40
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 = 573.10
TWO 3.25' W x 1.30' H
ELEV = 554.50
4" 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. 14" STEEL PLATE
BOLTED TO BOX
Primary = Riser Structure
Secondary = Emergency Spillway
Primary = Riser Structure
Secondary = Emergency Spillway
Primary = Riser Structure
Secondary = Emergency Spillway
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: #02-21SB 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 623.46'
100 YR WS ELEV 623.69'**
WET STORAGE ELEV = 620.00
DRY STORAGE ELEV = 622.50
TEMP. 14" 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 14" 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 14" STEEL PLATE FROM RISER. REMOVE
CAP FROM 8" DRAIN PIPE . SEE SWM BASIN DETAILS.
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
49.70 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 T.M. 65-A-7-7-8AFREDERICK COUNTYSANITATION AUTHORITYDB 493 PG 123NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRA
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO
W
A
T
E
R
W
A
Y
S
TH
O
R
N
T
O
N
W
A
Y
L
E
H
I
G
H
D
R
.LEHIGH DR.ROSSUM LN.THORNTON WAYLEHIGH DR.LEHIGH DR.M
E
N
A
S
H
A
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+00
19+0
0
20+
0
0
21
+
0
0
22
+
0
0
2
3
+
0
01+002+003+004
+
0
0
5
+
0
0
6+
0
0
7+
0
0
8+
0
0
9+
0
0
10+0
0
11+00
12+00
13+00
14+00 1+002+00
3+00
4+
0
0
5+
0
0
6+
0
0
7+
0
0
LO
T
2
6LOT 123LOT 36LOT 38
L
O
T
1
1
4
LO
T
4
3
LOT 4
6
LOT 10
9
LOT 108
LOT 47
LOT 48
LOT 50
L
O
T
1
8
L
O
T
1
7
LO
T
1
6
LO
T
1
5
LOT
1
4
LOT
1
3
LOT 1
2
LOT 11
LOT 10
LOT 9
LOT 4
LOT 3LOT 1LOT 125LOT 126LOT 132LOT 133LOT 138L
O
T
1
4
4
L
O
T
1
4
5
L
O
T
1
4
6
L
O
T
1
4
7
LO
T
1
4
8
LOT 149LOT 150LOT 140
LOT 56LOT 57LOT 58LOT 59LOT 60LOT 61
LO
T
8
7
LOT 5573.5'32.1'98.67'98.67'98.67'98.67'98.67'98.67'98.67'98.67'98.67'98.67'98.67'98.67'98.67'98.67'95.67'95.67'95.67'95.67'95.67'98.7'98.67'98.7'75.3'30.6'98.4'82.8'3
0
.
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'LOT 127L
O
T
2
2
L
O
T
2
3
L
O
T
2
4
L
O
T
2
5
LO
T
2
7
LOT
2
8
LOT
2
9
LOT 30
LOT 31
LOT 32
LOT 33
LOT 34LOT 124LOT 35LOT 122LOT 121LOT 37LOT 120
LOT
1
1
9
LO
T
3
9
LO
T
1
1
8
L
O
T
1
1
7
LO
T
1
1
6
L
O
T
4
0
LO
T
4
1
LO
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1
1
5
LO
T
4
2
L
O
T
1
1
3
LO
T
4
4
LO
T
1
1
2
LO
T
1
1
1
LOT
4
5
LOT
1
1
0
LOT 49
LOT 107
LOT 106
LOT 105
LOT 8LOT 7LOT 6LOT 5
LOT 2
LOT 128LOT 129LOT 130LOT 131LOT 134LOT 135LOT 136LOT 137LOT 139LOT 62
LO
T
6
3
LO
T
6
4
LO
T
6
6
LO
T
6
7
LO
T
6
8
LO
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6
9
LO
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7
0
LO
T
7
1
LO
T
7
2
LO
T
7
3
LO
T
7
4
LO
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7
5
LO
T
7
6
LO
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7
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7
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LO
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LO
T
8
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LO
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3
LO
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4
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8
5
LO
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8
6
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8
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LO
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LO
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LO
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1
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,
3
7
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S
F
9,
4
9
0
S
F
9,
4
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F
9,
5
0
9
S
F
9,5
0
5
S
F
9,5
1
1
S
F
9,51
7
S
F
9,543
S
F
9,469 S
F
9,499 SF
9,484 SF
9,454 SF11,010 SF12,325 SF10,009 SF8,974 SF9,360 SF10,279 SF10,244 SF9,339 SF10,199
SF10,136
SF9,645
SF
9,
5
9
5
S
F
1
0
,
4
9
1
S
F
1
0
,
3
2
1
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8
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2
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F
8,9
6
9
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F
9,
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1
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F
8,9
7
9
S
F
9,7
1
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F
9,7
1
8
S
F
9,2
2
9
S
F
9,2
1
0
S
F
9,
8
5
7
S
F
10,
5
2
5
S
F
9,3
2
8
S
F
9,331
S
F
10,5
3
0
S
F
10,193
S
F
10,298 SF
9,370 SF
9,223 SF
8,943 SF
9,003 SF
10,079 SF
9,752 SF
9,748 SF
1
0
,
8
5
2
S
F
10
,
8
1
6
S
F
10,
8
3
6
S
F
10,
8
4
2
S
F
10,8
4
2
S
F
10,85
2
S
F
10,82
7
S
F
12,488 SF
13,484 SF
12,245 SF
11,631 SF11,236 SF11,373 SF11,373 SF12,775 SF
15,194 SF
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
S
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41
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41
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41
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46 20
46 00
49 21
48 54
52 41
51 41
54 75
55 00
55 79
54 69
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54 41
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5147
4297
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2821INV27601910160040 77
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27862861
3094
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840414153427943494477460346914601430143004405435545194409457644614704460448304700492048504830475047154600
42703760FF= 45.32BF= 36.17Buried45.69FF= 48.07BF= 38.92Buried403841854336FF= 46.36BF= 37.21BuriedFF= 47.50BF= 38.55Buried44.5543.5146.26FF= 49.35BF= 40.20Buried47.54FF= 50.61BF= 41.46Buried48.80FF= 51.51BF= 42.36Buried49.70FF= 50.61BF= 41.46Buried48.80FF= 49.46BF= 40.31Buried47.65FF= 47.97BF= 38.82Buried46.16FF= 46.46BF= 37.31W/O44.65FF= 45.01BF= 35.86Buried43.2045664116441536654231476445554345481032004500429348114000LP3630OLR402000430042504600OLR4200OLR4200OLR4436420040 20
3678425040 75
43 15
40 75
44 43
45 71
46 86
46 30
45 18
44 85
43 77
42 24
40 71
3420
32 90
412732673500FF= 43
.48BF= 34
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33 20
33 20
42 50
41 70
41 08
40604080FF= 43.97BF= 34.82Buried42.1641194084406041664161417041174074273826844004G
A
R
=
30.
2
0
6' DIAM
M
H
25 00LP
1987LP18002037HP43043043043043043038OLR642632636634638636640634
63
6
638
640
642
652
654
654
65
2 654
6346
3
0
640638636634632630628626624622620618616614626
632
630
640
638
636
634
644
642644642640644642646646650642646644642640638636634632630628626624624
62862662662462262061861663863663463263065064864664464264063863663463263062864264063463062862662462263863663262
0
62
2
61
6
613.5
61
8
62
1
626
654
628642642
636630628626624636638636634644646648642642636642642644646646648650652654656646646644646648642644646648644646648650652654644646644648648644644642642636
626
6
2
6
624
624
626
626
628
628
630
630
632
634634638
640
644
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6
4
6
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8 648646
636
6
3
6
63
8
63
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632
634
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63
8
64
0
64
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62
6
62
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62
8
63
0
63
2
63
4
624
626
626
628
628
630 630628
628
628
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626624620618626 624
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626.2
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632644 644614614.5
615615.5
63
2
63
0
62
8
62
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620626624622624622618616614612610608606604602600636
634632630628626
624622
620618
616614
612
636 638638640626630
628
632
634636
638
640 632630626.24
626.24
62
0
63
0
62
2
62
4
62
6
62
8
63
0
63
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63
4
63
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63
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640642 630628626625624623.5623622.756
2
6
6
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8 630632618622 6166
1
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6286
2
8
626
624
628
624
618
61664465265264
6
646
64
4
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5
4
644642644644644640646634636638632640642644646
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652646642640
646640642644646646642
64
2
60
6
61
4
61
2
61
6
586
608
606
604
602
598
596
594
59
2
58
8
61
0
600
59
0
610
606
604
602
608
612
614
588590
586
592594596598
600628626640638642644646648650644640642646648646634636638640642
640638636632 6346426426346466426406386
2
8
600
598
60
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646648
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640
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632
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62
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62863063062862662462262061861662262461
8
62
0
RETAINING
WALL W/
HANDRAIL
RETAINING
WALL W/
HANDRAIL
TO 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.
A=0.82 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. 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
)
3300
GN
D
3300
GN
D
3500
GN
D
3500
G
N
D
3500
GND
3500
GND
3300
GND
3300
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=0.41TO STR. 151B
A=0.75 AC.
C=0.41
TO STR. 30D
A=0.34 AC.
C=0.44
TO STR. 30E
A=0.81 AC.
C=0.42
TO STR. 51B
A=0.55 AC.
C=0.51
626624
WET S
T
O
R
A
G
E
(
A
1
)
DRY S
T
O
R
A
G
E
(
A
2
)
2450
G
N
D
626624622
2450
GN
D
2250
G
N
D
2050
GN
D
2250
GN
D
2050
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
COMP
O
S
T
F
I
L
T
E
R
SOCK
TEMPO
R
A
R
Y
HALF C
I
R
C
L
E
CHECK
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=0.39 151 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: #02-21E&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
DAVIS, WILMER R. & DONNA N.
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
T.M. 65D-5-6-81
FRASE, J
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PIERC
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D.T.M. 65D-5-6-85ROSS, KIM V. &ROSS CAROLYN S.D.B. 724 PG. 18T.M. 65D-5-6-86RAMOS, JENNIFER.T.M. 65D-5-6-87FOX, ANGELA J. & FOX, ERIC F.T.M. 65D-5-6-88
O'HARA, DANIEL
&
O'HARA MONICA
T.M. 65D-5-6-89ADAMS, GARY LI
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UNGER, J
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EFG INVESTMENTS LLC
DB. 955 PG. 724
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE
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NYLOPLAST
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LOT 56LOT 57LOT 58LOT 59LOT 60LOT 61
LO
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3,307 SF2,016 SF1,961 SF1,945 SF1,965 SF1,941 SF1,954 SF3,220 SF
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#
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
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LENGTH = 17'TYE CT.(PRIVATE)(PRIV
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(P
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SLOPE
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30+29.850+005+59.8316+50.56
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32+10.46
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17 70
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27 73
30 58
22 08
19 22
14 39
09 19
30 85
2235
2940
2746
2543
2090
1895
1642
24
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13 62
13 50
27
90
26
65
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95
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00
2680
2520
2946
2876
3203
3123
31 83
31 13
28 75
22 97
16 92
16 22
2
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84
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84
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17
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17
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39
00
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87
39
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38
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67
37
67
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35
77
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10
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44
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79
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32 00
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31 28
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30 12
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29 13
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28 16
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38
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14
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80
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13
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38
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5178
4998
4860
4700
4540
4350
4200
4050
38
80
37
50
3
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6
0
3
3
5
0
3
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7
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P
5438
5147
4770
3920
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224
0
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1880103015300680129004401160031022
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2
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1830150005001260030037
00
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24
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76 00INV1200LP1987LP18002037HP652
624
628626626624622620618616614612638636634632630650648646644642640638636634632630628626624622620618616614612608610624622620618616614612610608606604602600598596594592622618620616614612610608606604602600598596594592590588586584654
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600590600630628626625624623.5623622.75618622
610
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6286
2
8
626
624
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628630630628626624622620618
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610
608606604RETAINING
WALL W/
HANDRAIL
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=0.27 AC.
C=0.66
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
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C=0.62
TO STR. 51A
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C=0.43
TO STR. 30C
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C=0.70
TO STR. 30A
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TO STR. 107
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C=0.41
TO STR. 108
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C=0.42
TO STR. 104
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C=0.44
TO STR. 105
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C=0.39
TO STR. 106
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C=0.43
TO STR. 50A
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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
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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=0.41TO STR. 151B
A=0.75 AC.
C=0.41
TO STR. 51B
A=0.55 AC.
C=0.51
626624
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D
626
TO STR. 152
A=0.23 AC.
C=0.49
TO STR. 149
A=0.07 AC.
C=0.53 151 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: #02-21E&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 START
MATCH LINE SHEET
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: #02-21
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 73.79 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 32 - 36 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 10.
2. Filtrexx - Compost Filter Sock: Compost filter sock is equivalent to silt fence, see detail on sheet 10.
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: #02-21E&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: #02-21E&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. 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
49.70 AC
INST# 20 0008114
ZONE: RP
T.M. 65-A-56
GRANADOS, MEMBRENO
JOSE MARBIN T.M. 65-A-7-7-8AFREDERICK COUNTYSANITATION AUTHORITYDB 493 PG 1231850'
46'
26'
44'
24'LEHIGH DR.ROSSUM LN.THORNTON WAYLEHIGH DR.
50'
50'66285
8
242
2403809127+008+009+0010+0011+0012+00
13+00 14+00 15+00
16+00
17+00
1+002+003+004
+
0
0
7+
0
050'27'8' BRL
8' BRL
8' BRL
8' BRL 25' BRL20' BRL20' BRL25' BRL25' BRL25' BRL8' BRL
8' BRL
8' BRL
8' BRL 25' BRL25' BRL25'
B
R
L8' BRL20' BRL
8' BRL
8
'
BRL
20' BRL
8' BRL8' BRL8' BRL8' BRL20' BRL 20' BRL
20' BRL8' BRL 25' BRL20' BRL8' BRL 25' BRL20' BRL8' BRL 8' BRL
20' BRL
8' BRL
8' BRL
20'
BRL
8' BRL
8' BRL
25' BRL
25' BRL20' BRL20' BRL8' BRL
25' BRL8' BRL
20' BRL8' BRL
20'
BRL
8' BRL
2
0
'
BR
L
2
0
'
B
R
L
20
'
B
R
L8' BRL20' BRL
20' BRL8' BRL8' BRL20' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL
8' BRL
8' BRL
8' BRL
8' BRL8' BRL 8' BRL8' BRL8' BRL2
5
'
B
R
L25' BRL25'
BRL25' BRL
25' BRL
25' BRL
25' BRL
25' BRL25'
BRL25' BRL
25' BRL
25' BRL8' BRL
25' BRL
25' BRL 25' BRL 25' BRL 25' BRL 25' BRL
25' BRL
25' BRL
25' BRL25'
BRL74.3'150.8'
150.54'74.3'74.3'74.3'74.3'149.2'53.00'74.3'148.9'89.3'68.4'155.7'112.8'31.4'74.8'75.1'85.685.6'
135.0'
134.9'
134.4'
134.0'
133.5'85.5
'73.3'74.7'64.1'99.9'71.8'124.9'89.1'124.9'71.8'130.00'130.00'125.0'
125.0'125.0'125.0'67
.
2
'
6
4
.
5
'
6
4
.9
'62.9
'63.6'66.8'
66.0'
66.1'130.00'66.7'
85.7'168.2'83.1'157.1'153.0'81.9'
65.9'
74.1'153.0'153.0'74.3'
74.3'153.0'74.3'
74.3'99.1'163.5'
110.4'71.
4
'127.3
'154.6'122.7'68.2'68.2'68.2
'68.0
'
68.8'
68.8'
68.9'
79.5'
79.3'39.3'78.0'
65.0'
65.5'
114.9'
36.
9
'155.0'
32.6'
11
4
.
2
'83.3'85.2'85.5
'
8
5
.7
'36.25'60.6'
15
6
.
2
'
20
.
0
'
20
.
0
'
20
.
0
'
20
.
0
'
32
.
0
'
33
.
5
'
20
.
0
'
20
.
0
'
20
.
0
'
32
.
0
'98.67'98.67'98.67'98.67'98.67'98.67'25
'
B
R
L
20
'
B
R
L10' BRL20' FREDERICK
WATER ESMT.
FREDERICK WATER
ESMT.
FREDERICK
WATER ESMT.
TY
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
30'50'(P
R
I
V
A
T
E
)
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' SIDEWALK
5' SIDEWALK5' SIDEWALK5' SIDEWALK5'
S
I
D
E
W
A
L
K
5' SIDEWAL
K
5' SIDEWALK17.0'
TYP.17.0'TYP.17.0'TYP.17.0'TYP.LOT 123
LOT 36
LOT 38
LOT 10
LOT 9
LOT 4
LOT 3
LOT 1
LOT 125
LOT 126
LOT 127
LOT 31
LOT 32
LOT 33
LOT 34
LOT 124
LOT 35
LOT 122
LOT 121
LOT 37
LOT 120
LOT 119
LOT 39
LOT 8LOT 7LOT 6LOT 5
LOT 2
LOT 128
LOT 129
LOT 75
LOT 76
LOT 77
LOT 78
LOT 79
LOT 80
9,499 SF
9,484 SF
9,454 SF
11,010 SF
12,325 SF
10,009 SF
8,974 SF
9,360 SF
10,279 SF
10,244 SF
9,339 SF
10,199 SF
10,136 SF
9,645 SF
9,595 SF
13,484 SF
12,245 SF
11,631 SF11,236 SF11,373 SF11,373 SF12,775 SF
15,194 SF
15,316 SF
17,342 SF
16,821 SF
11,885 SF
11,052 SF
11,140 SF
11,217 SF
3,357 SF
1,913 SF
1,913 SF
1,913 SF
1,913 SF
3,157 SF
GARAGE
GARAGE
GARAGE
LOT 75
LOT 76
3,357 SF
1,913 SF
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGEGARAGEGARAGEGARAGEGARAGEGARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
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
SUBDIVISION SIGN
RECREATION AREA
SEE SHEET 78A
STORM
DRAINAGE
ESM'T35'R
35'R
3
5
'
R 35'R10'R 10'RSTORM
DRAINAGE
ESM'T
CG-9B
(TYP)
CG-9B
(TYP)
CG-9B
(TYP)
CG-9B
(TYP)
CG-9B
(TYP)CG-11CG
-
1
1
TUNNEL PLAYGROUND
SET
SWING SET
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
20+
6
2
.
9
8
21+
0
0
21+
6
7
.
5
718+32.93151 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: #02-21SITE PLANRev. No. Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1"=30'
11
03-09-2021
INT
21-05
88
3924LMATCH LINE SHEET 17MATCH 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
FRASE, J
E
R
R
Y
R
O
G
E
R T
R
U
ST
E
E
FRASE,
P
AT
RI
CI
A J. T
R
U
ST
E
E
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE
DRAINS TO WATER
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAIN
S
TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS
T
O
W
A
T
E
R
W
A
YS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAI
N
S
TO WATERWAYS
5
0
'
2
4
'
50
'
2
6
'50'L
E
H
I
G
H
D
R
.
HOPKI
NS
WAY
18+00
19+0
0
20+
0
0
21
+
0
0
22
+
0
0
2
3
+
0
0
2
4
+
0
0 1+002+003+004+006+
0
0
7+
0
0
20' BRL
20
'
B
R
L
20' B
R
L
20' B
R
L
20'
B
R
L
20'
B
R
L
20
'
B
R
L
20
'
B
R
L
2
0
'
B
R
L
2
0
'
B
R
L
8' BRL8' BRL2
0
'
B
R
L
2
5
'
B
R
L
2
5
'
B
R
L 8' BRL2
0
'
B
R
L8' BRL20' BR
L 8' BRL20' B
R
L 8' BRL20'
B
R
L
20'
B
R
L8' BRL20
'
B
R
L 8' BRL2
0
'
B
R
L8' BRL2
0
'
B
R
L 8' BRL2
5
'
B
R
L
8' BRL2
5
'
B
R
L
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'
B
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25' BR
L
25' B
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25'
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25'
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25' BRL
25' BRL
25' B
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25' B
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L
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R
L
25
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B
R
L
25'
B
R
L
25'
B
R
L 10' BRL10' BRL25'
B
R
L
20
'
B
R
L
20'
B
R
L
25'
B
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L10' BRL95.67'95.67'95.67'95.67'95.67'95.67'95.67'95.67'95.67'95.67'HOPKI
NS
WAY
STORM
DRAINAGE
ESM'T
CLASS I RIP-RAP
T = 24 INCHES
LENGTH = 17'
STREET
LIGHT
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
5'
S
I
D
E
W
A
L
K
5'
S
I
D
EW
A
L
K
5'
S
I
D
EW
A
L
K
5'
S
I
D
E
W
A
L
K
5' SIDEWALK
5'
S
I
D
E
W
A
L
K
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W
A
L
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0
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LOT 75
LOT 76
LOT 26
LOT 21
LOT 20
LOT 19
LOT 18
LOT 17
LOT 16
LOT 15
LOT 14
LOT 13
LOT 12
LOT 11
LOT 10
LOT 87
LOT 23
LOT 24
LOT 25
LOT 27
LOT 28
LOT 29
LOT 30
LOT 75
LOT 76
LOT 81
LOT 82
LOT 83
LOT 84
LOT 85
LOT 86
LOT 88
LOT 89
LOT 90
LOT 91
LOT 92
LOT 93
9,490 SF
9,442 SF
9,509 SF
9,505 SF
9,511 SF
9,517 SF
9,543 SF
9,469 SF
13,057 SF
10,415 SF
10,638 SF
10,852 SF
10,816 SF
10,836 SF
10,842 SF
10,842 SF
10,852 SF
10,827 SF
12,488 SF
13,484 SF
2,105 SF
2,105 SF
2,105 SF
2,105 SF
3,205 SF
3,205 SF
2,105 SF
2,105 SF
2,105 SF
2,105 SF
2,105 SF
3,205 SF
3,357 SF
1,913 SF
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
SLOPE
MAINTENANCE
AND STORM
EASEMENT
SLOPE MAINTENANCE AND
2
8
0
'
S
D
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
STORM
DRAINAGE
ESM'T
CG-9B
(TYP)
CG-9B
(TYP)
CG-9B
(TYP)
STORM
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: #02-21SITE PLANRev. No. Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1"=30'
12
03-09-2021
INT
21-05
88
3924L
MATC
H LI
N
E
S
H
E
ET 16
MATCH LINE SHEET 14
M
A
T
C
H
L
I
N
E
S
H
E
E
T
1
7MATCH LINE SHEET 11
49.70 AC
INST# 20 0008114
ZONE: RP
T.M. 65-A-72
EFG INVESTMENTS LLC
DB. 955 PG. 724
16
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAIN
S
T
O
WATERWAYS50'50'
5
0
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2
4
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2
4
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2
5
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B
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WATER ESMT.
FREDERICK
WATER ESMT.
FREDERICK
WATER ESMT.95.67'TYE
C
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20' FREDERICK
WATER ESMT.
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
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STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T26'26'24'F
O
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B
A
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#
3
FOCALPOINT
50'
STOP SIGN
CG-12B
STREET
SIGN
CG-12B
CG-12B
CG-12B
STOP
SIGN
STREET
LIGHT
TYE CT.(PRIVATE)(PRIV
A
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CG-12B
CG-12B
STOP
SIGN
STREET
SIGN
STREET
LIGHT
19.0'35' RIPARIAN
BUFFER
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5'
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5'
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5' SIDEWAL
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'TYP.
3,357 SF
LOT 114
LOT 43
LOT 46
LOT 109
LOT 108
LOT 47
LOT 48
LOT 50
LOT 100
LOT 99
LOT 98
LOT 97
LOT 96
LOT 95
LOT 56LOT 57LOT 58LOT 59LOT 60LOT 61 LOT 55
LOT 53
LOT 54
LOT 22
LOT 40
LOT 41
LOT 42
LOT 113
LOT 44
LOT 112
LOT 111
LOT 45
LOT 110
LOT 49
LOT 51
LOT 52
LOT 107
LOT 106
LOT 105 LOT 104 LOT 103
LOT 62
LOT 63
LOT 64
LOT 66
LOT 67
LOT 68
LOT 69
LOT 70
LOT 71
LOT 72
LOT 73
LOT 74
LOT 75 LOT 92
LOT 93
LOT 94
LOT 65
10,993 SF
11,787 SF
12,375 SF
9,282 SF
8,969 SF
8,979 SF
9,718 SF
9,718 SF
9,229 SF
9,210 SF
9,857 SF
10,525 SF
9,328 SF
9,331 SF
10,530 SF
10,193 SF
10,298 SF
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 SF
10,415 SF
10,415 SF
10,843 SF
11,150 SF
12,838 SF
3,205 SF
2,105 SF
2,105 SF
3,307 SF2,016 SF1,961 SF1,945 SF1,965 SF1,941 SF1,954 SF3,220 SF
3,265 SF
1,948 SF
1,938 SF
1,924 SF
1,923 SF
3,174 SF
3,357 SF
1,913 SF
1,913 SF
1,913 SF
1,913 SF
3,157 SF
3,357 SF
RECREATION AREA
SEE SHEET 78A
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGEGARAGE
GARAGE
GARAGE
GARAGE GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGEGARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE 280' SD280' SD280'
SD
2
8
0
'
SD
2
8
0
'
SD
SIGHT
DISTA
N
C
E
ESM'T
SIGHT
DISTANCE
ESM'T
30+29.850+005+59.8316+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-11CG-11
C
G
-
1
1
C
G
-
1
1
CG-11
TUNNEL
PLAYGROUND
SET
SWING SET
16.0'23.0
'
16.0'5'R5'
R
53.3'
20'R
20'REP
EPEPEPE
P
E
P48.0'EPSTORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
20' STORM
DRAINAGE
ESM'T
INGRESS/
EGRESS
ESMT
20' STORM
DRAINAGE
ESM'T
DOWNSPOUT
LEADER (TYP)
DOWNSPOUT
LEADER (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: #02-21SITE PLANRev. No. Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1"=30'
13
03-09-2021
INT
21-05
88
3924LMATCH LINE SHEET 15MATCH
L
INE
SHE
E
T
1
6
MATCH LINE SHEET 11
MATCH
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.M
E
N
A
S
H
A
C
T
.
50'
80
1+002+003+004+005+006+005
+
0
0
6+
0
0
8' BRL
8' BRL
8' BRL
8' BRL
8' BRL
8' BRL
8' BRL
8' BRL25' BRL20' BRL25' BRL25' BRL25' BRL25' BRL25' BRL20' BRL25' BRL20' BRL20' BRL8' BRL 8' BRL20'
BRL20'
BRL8' BRL8' BRL2
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8' BRL
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8' BRL
8' BRL
8' BRL
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8' BRL25' BRL2
5
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0
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B
R
L 8' BRL25'
B
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L
20'
B
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L
25'
B
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8' BRL20'
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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'
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110.0'131.5'7
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6
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27.9'
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101.3'82.39'109.5
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142.6'55.9'15
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4
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6
8
.
6
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8
5
.
7
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8
0
.
8
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28' FREDERICK
WATER ESMT.
FREDERICK
WATER ESMT.
FREDERICK
WATER ESMT.
RETAINING
WALL W/
HANDRAIL
8' BRL
25' BRL20' BRL25' BRL8' BRL8' BRL
8' BRL
25'
B
R
L72.5'116.8'76.1'70.9'93.2'
43.3'
76.5'
9
9
.
8
'
20' FREDERICK
WATER ESMT.
20' FREDERICK
WATER ESMT.
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
CG-12B
CG-12B
STOP
SIGN
STREET
SIGN
STREET
LIGHT
INGRESS/
EGRESS
ESMT
35' RIPARIAN
BUFFER
5'
S
I
D
EW
A
L
K
5'
S
I
D
EW
A
L
K
5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5'
S
I
D
EW
A
L
K
5'
S
I
D
EW
A
L
K17.0'TYP.1
7
.
0
'
T
Y
P
.10.0'17.0'TYP.LOT 132
LOT 133
LOT 138
LOT 144
LOT 145
LOT 146
LOT 147
LOT 148
LOT 149
LOT 150
LOT 140
LOT 119 LOT 39
LOT 118
LOT 117
LOT 116
LOT 40
LOT 115
LOT 130
LOT 131
LOT 134
LOT 135
LOT 136
LOT 137
LOT 139
10,136 SF 9,595 SF
10,491 SF
10,321 SF
9,870 SF
9,282 SF
9,718 SF
11,175 SF
11,130 SF
11,219 SF
11,147 SF
11,142 SF
11,154 SF
11,195 SF
12,255 SF
15,208 SF
8,817 SF
8,476 SF
9,476 SF
9,417 SF
10,655 SF
12,308 SF
9,648 SF
11,211 SF
11,849 SF
LOT 142
LOT 143
9,201 SF
9,357 SF
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGEGARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
280' SD0+00
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'T
3
5
'R35'R35'R35'R
48'R 35'R35'R
48'RCG-9B
(TYP)
CG-9B
(TYP)
CG-11
LOT 15117,910 SF
GARAGECOMPOSITE B
COMPOSITE B
COMPOSITE B
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
25' FREDERICK
WATER ESMT.59.5'
STORM
DRAINAGE
ESM'T
FREDERICK
WATER ESMT.
STORM
DRAINAGE
ESM'T
INGRESS/
EGRESS
ESMT
STORM
DRAINAGE
ESM'T
59.5'
RETAINING
WALL W/
HANDRAIL
DOWNSPOUT
LEADER (TYP)
DOWNSPOUT
LEADER (TYP)
DOWNSPOUT
LEADER (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: #02-21SITE PLANRev. No. Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1"=30'
14
03-09-2021
INT
21-05
88
3924L
MATCH LINE SHEET 11
M
A
T
C
H
L
I
N
E
S
H
E
E
T
24 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-49BUS HOME CORPORATION24.09 ACINST# 20 0008114ZONE: RPNYLOPLAST
DUCTILE IR
O
NDO NOT POLLUTE
D
RAINS
TO W
A
TERW
A
YS
NYLOPLAS
T
DUCTILE
I
R
ON
DO NOT POL
L
UTE
DRAI
N
S TO
W
ATE
R
WAYS
NYLOPLAST
DUCTILE IR
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NDO NOT POLLUTE
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RAIN
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TO W
A
TER
WAYS
NYLOPLAST
DUCTILE IRO
NDO NOT PO
L
L
UTE
DRAI
NS TO
WATE
R
WAY
S
50'LE
H
I
G
H
D
R
.50'170528
27+0
0
28+
0
0
29+
0
0
30+
0
0
13+0014+0015+0016+0020' BRL
8' BRL20' BR
L
25'
B
R
L 8' BRL20'
B
R
L
25'
B
R
L8' BRL20'
B
R
L
25'
B
R
L8' BRL20'
B
R
L
25'
B
R
L8' BRL20'
B
R
L
25' BRL20' BRL8' BRL25' BRL20' BRL8' BRL20' BRL8'
B
R
L 20' BRL8' BRL25' BRL8' BRL25' BRL20' BRL8' BRL20' BRL8'
B
R
L 25' BRL25'
B
R
L
8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8'
B
R
L
8' BRL8' BRL8' BRL25' B
R
L
25' BRL25' B
R
L
25' BRL
25' BRL134.9'74.3'135.0'74.3'135.0'92.4'13
4
.
3
'48.9'86.1'120.9'71.8'71.8'125.0'58.5'13
1
.
1
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9
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90.9'142.6'145.0'35.
0
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8
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8
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8
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71.
8
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81.6
'151.8'103.
7
'
63.2'93.1'39.3'70.2'74.3'FREDERICKWATER ESMT.50'20'5'STORMDRAINAGEESM'TSTORMDRAINAGEESM'TFREDERICKWATERESM'T50'CG-12BCG-12BSTOPSIGNSTREETSIGNSTREETLIGHT19.0'5' SIDEWALK5' SIDEWALK5' S
I
D
E
W
A
L
K
5' S
I
D
E
W
A
L
K
17.0'TYP.17.0'TYP.17.
0
'
TY
P
.
LOT 50
LOT 100
LOT 99
LOT 98
LOT 97
LOT 51
LOT 52
LOT 106
LOT 105
LOT 104
LOT 1039,003 SF
9,764 SF
12,085 SF
9,752 SF
9,748 SF
10,722 SF
11,088 SF
10,415 SF
10,415 SF
10,415 SF
10,843 SF
LOT 96
LOT 53
10,993 SF
11,150 SF
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
28
0
'
S
D
280'
S
D
280'
S
D
SIGHTDISTANCEESM'T30+
2
9
.
8
516+50.5650' NO DISTURB ESMT.PER PROFFER #B3STORMDRAINAGEESM'T35'R35'R5'RCG-9B(TYP)CG-9B(TYP)CG-1116.0'23.
0
'16.0'5'R5'R53.3'20'R20'REPEP
EP
EP
EP
EP
48.0'EP
EP 32+10.46L.P.=600.68STORMDRAINAGEESM'TSTORMDRAINAGEESM'T20' STORMDRAINAGEESM'T20' STORMDRAINAGEESM'TRETAININGWALLRETAININGWALL W/HANDRAIL151 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: #02-21SITE PLANRev. No. Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1"=30'
15
03-09-2021
INT
21-05
88
3924LMATCH LINE SHEET 16MA
T
C
H
L
I
N
E
S
H
E
E
T
1
3
T.M
.
6
5
D
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5
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6
-
8
0
TIF
F
A
N
Y
,
K
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I
V
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R
T.M. 65D-5-6-81FRASE, JERRY ROGER TRUSTEE
FRASE, PATRICIA J. TRUSTEE
T.M. 65D-5-6-82
PIERCE, JUSTIN
T.M. 65D-5-6-96
ALSBERRY, FRANK E.
& ALSBERRY, SUSAN L.
T.M. 65D-5-6-97FRANTZ, DEBORAH JUNE
FRIES,
W
I
L
L
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M
P
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DUCTILE IRONDO NOT POLLUTE
D
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DO NOT P
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TO W
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T
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W
AYS
50'24'50'26'24'LEHIGH DR.HOPKINS WAY122
846
846
180
62824+0025+0026+001+00
2+00
3+004+005+00
1+00 25' BRL8' BRL
20' BRL25' BRL
20' BRL8' BRL
8' BRL25' BRL8' BRL
25' BRL25' BRL
25' BRL8' BRL
25' BRL
8' BRL
25' BRL25' BRL25' BRL127.1'
130.0'69.2'73.0'93.2'90.9'142.6'
120.5'94.0'122.7'65.1'71.8'145.0'
105.8'39.3'39
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A
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2
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=
3
5
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CL
A
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A
P
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2
4
I
N
C
H
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S
LE
N
G
T
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=
1
7
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50'
ST
O
P
S
I
G
N
CG-
1
2
B
ST
R
E
E
T
SIG
N
CG-
1
2
B
CG-
1
2
B
CG-
1
2
B
ST
O
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SIG
N
ST
R
E
E
T
LIG
H
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TYE CT.
(PRIVATE)
ST
R
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SIG
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ST
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1
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B5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
17.0'TYP.17.0'TYP.17.0'TYP.17.0'TYP.LOT 96
LOT 95
LOT 21
LOT 20
LOT 53
LOT 54
LOT 22
10,993 SF
11,787 SF
12,375 SF
9,490 SF
11,150 SF
12,838 SF
13,057 SF
10,415 SF
GARAGE
GARAGE
GARAGE
GARAGE
GARAGEGARAGE
SL
O
P
E
MAI
N
T
E
N
A
N
C
E
AN
D
S
T
O
R
M
EA
S
E
M
E
N
T
SL
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M
A
I
N
T
E
N
A
N
C
E
A
N
D
ST
O
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M
E
A
S
E
M
E
N
T280' SD280' SD280' SD280' SD280' SD280' SDSI
G
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T
D
I
S
T
A
N
C
E
E
S
M
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T
0+00
5+59.83
0+00
50'
N
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S
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U
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S
M
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F
F
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#
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F
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#
B
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5
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R
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R
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5
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R 35'RCG-
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B
(TY
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CG-
9
B
(TY
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CG-11 CG-11CG-11CG-11CG-11 151 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: #02-21SITE PLANRev. No. Date
01 6-14-2021SENSENY 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-55US HOME CORPORATION49.70 ACINST# 20 0008114ZONE: RP181650'46'
26'
44'
24'
24'50'THORNTON WAY
LEHIGH D
R
.
122 846180628
17+0018+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
3+0
0
4+00
5+00
6+00 7+00 8+00 9+00
10+00
11+00 12+0013+005+001+002+003+00
4+005+006+007+00
25' BRL
8' BRL8' BRL8' BRL8' BRL25' BRL 25' BRL 25' BRL 25' BRL 25' BRL 20' BRL 8' BRL20' BRL20
'
B
R
L
8' BRL20'
B
R
L
8' BRL20' B
R
L
20' BRL
8' BRL20' BRL
8' BRL20' BRL
8' BRL25' BRL 8' BRL25' BRL 25' BRL 8' BRL20' BRL
8' BRL20' BRL
8' BRL20' BRL
8' BRL20' BRL25' BRL8' BRL20' BRL25' BRL8' BRL20' BRL8' BRL8' BRL20' BRL
20' BRL20' BRL8' BRL8' BRL20' BRL8' BRL20' BRL8' BRL20' BRL 8' BRL20' BRL
20' BRL8' BRL20' BRL8' BRL20' BRL8' BRL20' BRL8' BRL25' BRL
20' BRL8' BRL25' BRL
8' BRL20' BRL
25' BRL
25' BRL25' BRL25' 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' BRL8' BRL8' BRL8' BRL8' BRL25' BRL
25' B
R
L
25' BRL
25' BRL
25' BRL25' BRL25' BRL
25' BRL
25'
B
R
L
25' B
R
L25' BRL25' BRL
25' BRL
25' BRL
25' BRL
25' BRL 25' BRL
25' BRL
25' BRL
25' B
R
L
25'
B
R
L 25' BRL
25' BRL
25' BRL
25' BRL
25' BRL25' BRL
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'
62.
9
'
63
.
6
'
71.8'71.8'125.0'125.0'71.8'71.8'73.8'
73.8'125.0'67.89'125.2'125.0'61.4'73.7'125.0'62.9'63.2'125.0'66.3'71.8'125.0'125.0'72.5'71.8'58.5'59.2'127.1'90.9'66.8'66.0'66.1'130.00'66.7'130.0'65.6'130.0'66.2'130.0'67.0'130.0'130.0'65.4'
66.1'130.0'68.7'130.0'73.0'130.0'86.4'
69.2'
73.0'
65.1'
71.8'
68.2'
68.0'
70.4'
68.6'67.9'
66.9'
68.5'68.9'68.9'68.8'
68.9'
69.0'
80.3'
79.5'78.7'
79.6'
80.6'
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25' BRL 25' BRL
25' BRL
25' BRL
20' BRL
25' BRL
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LOT 26
LOT 36
LOT 38
LOT 43
LOT 46
LOT 109
LOT 108
LOT 47
LOT 48
LOT 95
LOT 11
LOT 10
LOT 56
LOT 57
LOT 58
LOT 59
LOT 60
LOT 61
LOT 87
LOT 55
LOT 54
LOT 22
LOT 23
LOT 24
LOT 25LOT 27
LOT 28
LOT 29
LOT 30
LOT 31
LOT 32
LOT 37
LOT 120
LOT 119
LOT 39
LOT 118
LOT 40 LOT 41 LOT 42 LOT 44 LOT 45
LOT 110
LOT 49
LOT 107
LOT 62
LOT 63LOT 64LOT 66LOT 67LOT 68LOT 69LOT 70LOT 71LOT 72LOT 73LOT 74
LOT 75LOT 76LOT 77LOT 78LOT 79LOT 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 SF
12,375 SF
9,490 SF
9,442 SF
9,509 SF
9,505 SF9,511 SF
9,517 SF
9,543 SF
9,469 SF
9,499 SF
9,484 SF
9,360 SF
9,339 SF
10,199 SF
10,136 SF
9,645 SF
9,595 SF
9,282 SF 8,969 SF 8,979 SF 9,229 SF 9,210 SF 9,328 SF
9,331 SF
10,193 SF
10,298 SF
9,370 SF
9,223 SF
8,943 SF
10,079 SF
12,838 SF
12,488 SF
13,484 SF
3,205 SF2,105 SF2,105 SF2,105 SF2,105 SF2,105 SF3,205 SF3,205 SF2,105 SF2,105 SF2,105 SF2,105 SF2,105 SF3,205 SF
3,307 SF
2,016 SF
1,961 SF
1,945 SF
1,965 SF
1,941 SF
1,954 SF
3,220 SF
3,265 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 SF1,913 SF1,913 SF1,913 SF1,913 SF3,157 SF
RECREATION AREA
RECREATION AREA
GARAGE
GARAGE
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GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
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GARAGE
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GARAGE
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GARAGE
GARAGE
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GARAGE
GARAGE
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GARAGE
GARAGE
GARAGE
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GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGEGARAGE GARAGE GARAGE GARAGE GARAGE GARAGEGARAGE GARAGE GARAGE GARAGE GARAGE
GARAGE
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GARAGE
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GARAGE
GARAGE
GARAGE
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28
0
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280' SD
280'
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7+71.89 0+005+59.83STORMDRAINAGEESM'TSTORMDRAINAGEESM'T20' STORMDRAINAGEESM'T35'R35'R
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10'R10'RCG-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
TUNNELPLAYGROUNDSETSWING SETTUNNELPLAYGROUNDSETSWING SETSTORMDRAINAGEESM'TSTORMDRAINAGEESM'TSTORMDRAINAGEESM'T20' STORMDRAINAGEESM'TINGRESS/EGRESSESMTINGRESS/EGRESSESMTINGRESS/EGRESSESMTDOWNSPOUTLEADER (TYP)DOWNSPOUTLEADER (TYP)DOWNSPOUTLEADER (TYP)LEADER (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: #02-21SITE PLANRev. No. Date
01 6-14-2021SENSENY 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 MATCH LINE SHEET 12MATCH
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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 &
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GRANADOS, MEMBRENO
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FEATHERS, VICKY LYNN &
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HENRIQUEZ MAJANO JOSE F., ETALS
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US HOME CORPORATION
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2
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42703760FF= 45.32BF= 36.17Buried45.69FF= 48.07BF= 38.92Buried403841854336FF= 46.36BF= 37.21BuriedFF= 47.50BF= 38.55Buried44.5543.5146.26FF= 49.35BF= 40.20Buried47.54FF= 50.61BF= 41.46Buried48.80FF= 51.51BF= 42.36Buried49.70FF= 50.61BF= 41.46Buried48.80FF= 49.46BF= 40.31Buried47.65FF= 47.97BF= 38.82Buried46.16FF= 46.46BF= 37.31W/O44.65FF= 45.01BF= 35.86Buried43.2045664116441536654231476445554345481032004500429348118.0%
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7.9%4000LP3630OLR402000430042504600OLR4200OLR4200OLR4436420040 20
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608606604RETAINING
WALL W/
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NYLOPLAST
DUCTILE IRONDO NOT POLLUTE
D
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LOT 10
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LOT 47
LOT 48
LOT 50
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LOT 56LOT 57LOT 58LOT 59LOT 60LOT 61
LO
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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
LO
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.LOT 142LOT 143HOPKI
NS
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TYE CT.(PRIVATE)
(PRIV
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(P
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LOT 15132+10.46
L.P.=600.6817+67.7318+37.7819+002
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718+32.93"A""A"
"B"
"B"
"C"
"C"
"D"
"D"
"E"
"E"
"G"
"G"
"F"
"F"
"H"
"H"
"I"
"I"
"J"
"J"
"K"
"K"
"L"
"L"
"M"
"M"
"N"
"N"
"O"
"O"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: #02-21OVERALL GRADING PLANRev. No. Date
04 8-12-2021SENSENY 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 23SHEET 23
S
H
E
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. 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
49.70 AC
INST# 20 0008114
ZONE: RP
T.M. 65-A-56
GRANADOS, MEMBRENO
JOSE MARBIN T.M. 65-A-7-7-8AFREDERICK COUNTYSANITATION AUTHORITYDB 493 PG 123Arc
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LEHIGH DR.ROSSUM LN.THORNTON WAYLEHIGH DR.7+008+009+0010+0011+0012+00
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LO
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SET
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"G"
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"F"
"F"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: #02-21GRADING PLANRev. No. Date
04 08-12-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1" = 30'
18
03-09-2021
INT
21-05
88
3924LMATCH 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
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DUCTILE IRONDO NOT POLLUTE
DRAINS TO WATER
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HOPKI
NS
WAY 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: #02-21GRADING PLANRev. No. Date
04 08-12-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1" = 30'
19
03-09-2021
INT
21-05
88
3924L
MATC
H LI
N
E
S
H
E
ET 23MATCH LINE SHEET 18M
A
T
C
H
L
I
N
E
S
H
E
E
T
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.
49.70 AC
INST# 20 0008114
ZONE: RP
T.M. 65-A-72
EFG INVESTMENTS LLC
DB. 955 PG. 724
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DUCTILE IRONDO NOT POLLUTE DRAIN
S
TO WATERWAYS
T
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DR
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+
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L
O
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1
1
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L
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4
3
LOT
4
6
LOT 1
0
9
LOT 108
LOT 47
LOT 48
LOT 50
LOT 100LOT 99LOT 98LOT 97
LO
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9
6
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9
5
LOT 56LOT 57LOT 58LOT 59LOT 60LOT 61 LOT 55
LOT 53
L
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5
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LOT 49
LOT 51
LOT 52
LOT 107
LOT 106
LOT 105 LOT 104 LOT 103
LOT 62
L
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6
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T
6
4
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T
6
6
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T
6
7
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R
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N
A
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A
TYE
C
T
.TYE CT.(PRIVATE)(PRIV
A
T
E
)30+29.850+005+59.8316+50.56
TUNNEL
PLAYGROUND
SET
SWING SET
DOWNSPOUT
LEADER (TYP)
DOWNSPOUT
LEADER (TYP)
"J"
"J"
"K"
"K"
"L"
"L"
"M"
"M"
"N"
"N"
"O"
"O"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: #02-21GRADING PLANRev. No. Date
04 08-12-2021SENSENY 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 21M
A
T
C
H
L
I
N
E
S
H
E
E
T
24
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. 724
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83.54%6.13%6.78%5.15%4.04%3.29%278628
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846034691460148304700492048504830475047154600
42703760403841854336FF= 50.61BF= 41.46Buried48.80FF= 51.51BF= 42.36Buried49.70FF= 50.61BF= 41.46Buried48.80FF= 49.46BF= 40.31Buried47.65FF= 47.97BF= 38.82Buried46.16FF= 46.46BF= 37.31W/O44.65FF= 45.01BF= 35.86Buried43.204566411644153665481032004500429348118.00%
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RETAINING
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LOT 132LOT 133LOT 138L
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5LOT 130LOT 131LOT 134LOT 135LOT 136LOT 137LOT 139RETAINING
WALL W/
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LOT 142LOT 1430+00
1+
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0+00LOT 151RETAINING
WALL W/
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DOWNSPOUT
LEADER (TYP)
DOWNSPOUT
LEADER (TYP)
DOWNSPOUT
LEADER (TYP)
"H"
"H"
"I"
"I"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: #02-21GRADING PLANRev. No. Date
04 8-12-2021SENSENY 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-49BUS HOME CORPORATION24.09 ACINST# 20 0008114ZONE: RPGAR=FF= 20.01BF= 09.86W/O18.20GAR=FF= 25.21BF= 15.06W/O23.40GAR=FF= 30.04BF= 19.89W/O28.23FF= 32.89BF= 22.74GAR=FF= 15.93BF= 06.78Buried14.12FF= 23.28BF= 14.13Buried23.47GAR=FF= 19.23BF= 10.08Buried17.42GAR=GAR
=
FF=
2
3
.
6
7
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21.5
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FF= 26.61
BF= 16.46
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7
%
2084
1776
1433
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1800
1000
LP
13122247164213501160
1160
129513151346051286 59HP
94 60HP
94 10LP 879287808733875387068495852986798207835782778317730073007300730088 48
95 06LP
95 56HP7600INV 7600INV7600INV1200
LP
624622620618616614612620618616614612608610624620614612616616614556558560562564566568570572574576576.5576.5610
60
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0
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610610
61061
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618 61259860060
2
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.
5
576
578
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58
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6
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8 570572572.8573576.5574576563 563.5564
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570
572 573574
588590586584582580578594592596598600602604606610606604602608612614588590584586592594596572
574
576
578
580
582
584
586
564
566
568
570606608602604598600596594592590588586 584586600598610 608606604RETAININGWALL W/HANDRAILNYLOPLAS
T
DUCTILE IRO
NDO NOT PO
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WATER
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27+0
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13+0014+0015+0016+00LOT 50LO
T
1
0
0
LO
T
9
9
LO
T
9
8
LOT
9
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LOT 96
LOT 95
LOT
5
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LOT 51LOT 52LOT 107LOT 106LOT 105LOT 104LOT 10330+
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9
.
8
516+50.5632+10.46L.P.=600.68"O""O"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: #02-21GRADING PLANRev. No. Date
04 08-12-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1" = 30'
22
03-09-2021
INT
21-05
88
3924LMATCH LINE SHEET 23M
A
T
C
H
L
I
N
E
S
H
E
E
T
2
0
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
.
6
5
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-
5
-
6
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TIF
F
A
N
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,
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R
T.M. 65D-5-6-81FRASE, JERRY ROGER TRUSTEE
FRASE, PATRICIA J. TRUSTEE
T.M. 65D-5-6-82
PIERCE, JUSTIN
T.M. 65D-5-6-96
ALSBERRY, FRANK E.
& ALSBERRY, SUSAN L.
T.M. 65D-5-6-97FRANTZ, DEBORAH JUNE
FRIES,
W
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GAR=FF= 26.11BF= 16.96Buried24.90GAR=FF= 23.67BF= 14.52Buried21.50FF= 31.60BF= 22.45GAR=FF= 29.3527.54FF= 32.31BF= 22.16FF= 29.85BF= 19.70W/O28.04GAR=FF= 26.61BF= 16.46W/O24.80GAR=FF= 24.71BF= 14.56W/O22.90GAR=6.63%5.62%4.28%
5.18%
5.08%
6.86%2:12:1253925542300
229920841901243027042550 2754190424301580224013902
4
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0
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P
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INV
8824
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2083
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D
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588
586
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DO NOT
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AYSLEHIGH DR.HOPKINS WAY24+0025+0026+001+00
2+00
3+004+005+00
1+00
LOT 96LOT 95LOT 21LOT 20LOT 53LOT 54LOT 22LOT 23HOPKINS WAYTYE CT.
(PRIVATE)0+00
5+59.83
0+00
"N"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: #02-21GRADING PLANRev. No. Date
04 08-12-2021SENSENY 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-55US HOME CORPORATION49.70 ACINST# 20 0008114ZONE: RPArcadia EU
FF= 42.18
Arcadia IU
FF= 41.51
REV REV
2 Car Gar
Madison-EU
REV
2 Car Gar
Madison-EUMadison-IU
2 Car Gar
Madison-IU
2 Car Gar
Madison-IU
2 Car Gar
Madison-IU
2 Car Gar
Madison-IU
2 Car Gar 2 Car Gar
Madison-EU
REV
2 Car Gar
Madison-EUMadison-IU
2 Car Gar
Madison-IU
2 Car Gar
Madison-IU
2 Car Gar
Madison-IU
2 Car Gar
Madison-IU
2 Car Gar
GAR=FF= 32.89BF= 22.74W/O31.08GAR=31.35FF= 33.16BF= 23.01W/OGAR=
FF= 31.7
1
BF= 21.56
GAR=
29.90
27.96
GAR=
GAR=
FF= 44
.
9
7
BF= 34
.
8
2
GAR
=
FF=
4
7
.
3
5
BF=
3
7
.
2
0
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39.50
43.16
45.54
FF
=
5
1
.
3
6
BF
=
4
2
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2
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FF=
4
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6
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4
0
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e
d
47.8
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FF= 4
6
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9
8
BF= 3
7
.
8
3
Buried
45.17
FF= 41.81
BF= 32.66
Buried
40.00
FF= 37.11
BF= 27.96
Buried
35.30
FF= 33.15
BF= 24.00
Buried
31.34
GAR=GAR=
GAR=
FF= 30.91
BF= 21.76
Buried
29.10GAR=
FF= 28.96
BF= 19.81
Buried
27.15GAR=
FF= 27.91
BF= 18.76
Buried
26.10GAR=GAR=
FF= 28.21
BF= 19.06
Buried
27.30
GAR=
FF= 31.77
BF= 22.62
Buried
29.96
GAR=FF= 34.34BF= 25.19Buried32.53FF= 34.14BF= 24.99Buried32.33GAR=FF= 31.06BF= 21.91Buried29.25GAR=FF= 23.28BF= 14.13Buried23.47GAR=GAR=
FF= 26.11
BF= 16.96
Buried
24.90
Arcadia IU
FF= 41.51
REV
Arcadia IU
FF= 40.84
REV
Arcadia IU
FF= 40.84
REV
Arcadia EU
FF= 40.84 Arcadia EU
FF= 39.67
Arcadia IU
FF= 39.67
REV REV
Arcadia IU
FF= 39.00
REV
Arcadia IU
FF= 39.00
REV
Arcadia IU
FF= 38.34
REV
Arcadia EU
FF= 38.34 Arcadia EU
FF= 36.44
Arcadia IU
FF= 36.44
REV
REVArcadia IU
FF= 35.77
REV
Arcadia IU
FF= 35.10
REV
Arcadia IU
FF= 34.46
REV
Arcadia EU
FF= 33.77 Arcadia EUFF= 32.67Arcadia IUFF= 32.68REVREVArcadia IUFF= 31.95REVArcadia IUFF= 31.08REVArcadia IUFF= 30.78REVArcadia EUFF= 27.83Arcadia IUFF= 29.80REVArcadia IUFF= 28.83REVFF= 41.80 FF= 41.14 FF= 40.47 FF= 39.80FF= 41.14FF= 41.14FF= 41.80 FF= 39.04 FF= 37.70 FF= 37.04 FF= 36.37FF= 38.37FF= 38.37FF= 39.04
FF= 56.73BF= 47.58BuriedGAR=FF= 57.02BF= 47.87Buried55.21GAR=FF= 56.81BF= 47.66Buried55.00GAR=
FF= 54.09
BF= 44.94
Buried52.28GAR=
FF= 50.91
BF= 41.76
Buried
49.10
GAR=
FF= 47.71
BF= 38.56
Buried
45.90
GAR=
FF= 44.31
BF= 35.16
Buried
42.50
GAR=
FF= 41.11
BF= 31.96
Buried
39.30 GAR=
FF= 37.91
BF= 28.76
Buried
36.10
GAR=
FF= 34.60
BF= 25.45
Buried
32.80
GAR=
FF= 31.60
BF= 22.45
Buried
29.80
GAR=
FF= 29.35
BF= 21.20
Buried
27.54FF= 57.84BF= 48.69Buried56.03GAR=54.88GAR=
51.97
FF= 26.61
BF= 16.46
W/O
24.80
GAR=
7.
7
8%8.00%6.13%2.90%6.63%5.62%3.98%4.05%4.02%3.75%3.74%4.05%3.71%3.70%3
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529427 87
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37 79
41 01
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38 02
34 50
30 98 27 75 25 75 23 98 23 52
24 58
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28 60 30002978270340 29 40 03 39 71 39 38 39 05 38 72
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40 26 40 07 39 77 39 47 39 17 38 87 37 92 37 73 37 43 37 12 36 78 36 40 34 93 34 59 34 02 33 46 32 93 32 37
31 17 308230232944285527652674258627305822083085223529 40
27 46
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24 4524802675
28 7532003550
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39 50
38 80
34 80
34 00
30 84
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26 65
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28 76
32 03
31 23
31833113287524 30
23 00
41 51
41 51
40 84
40 84
40 84
40 84
40 17
40 17
40 17
40 17
40 17
40 17
39 00 38 87
39 00
38 20
38 34
37 67
37 67
37 67
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35 77
35 77
35 70
35 77
35 10
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34 44 33 79
33 79
33 10
33 10 320032003201320131283128304230423012301229132913281628162717271738 34
38 34
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41 14
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38 37
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40 47
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37 70
37 70
38 37
38 3754715260545052405178
49 98
48 60
47 00
45 40
43 50
42 00
40 50
38 80
37 50
35 60
33 50
32 30
30 50
29 30
27 50
27 04
26 54
40 50
25 50
23 00
LP
40 93EP
41 20EP4150EP
41 80EP
41 20EP4150EP
41 80EP555350235438
51 47
27 54
24 30
22 50LP
24 30HP
23 80
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53 73 22
37 00
23 60 22 50LP
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441734 80
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24 70 25 43
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26 30
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M
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LP
1800
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HP652
644642640638636634632630628626624624628626626624638636634632630650648646644642640638634632630628626624622654628
626 626
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626
626
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632634634638640644642
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8
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636636
638
632
632
634
636
638
640
640
626
626
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630
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626
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630630628626624622620622624THORNTON WAY
LEHIGH D
R
.17+0018+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
3+0
0
4+00
5+00
6+00 7+00 8+00 9+00
10+00
11+00 12+0013+005+001+002+003+00
4+005+006+007+00
LOT 26
L
O
T
3
6
LOT
3
8
LOT 43
LOT 46
LOT 109 LOT 108LOT 47LOT 48LOT 95LOT 11LOT 10LOT 56LOT 57LOT 58LOT 59LOT 60LOT 61LOT 87
LOT 55LOT 54
LOT 22
LOT 23
LOT 24
LOT 25LOT 27
LOT 28
LOT 29
LOT 30
LOT 31LOT 32
LO
T
3
7
LOT
1
2
0
LOT 1
1
9
LOT 39
LOT 11
8
LOT 40 LOT 41 LOT 42 LOT 44 LOT 45
LOT 110 LOT 49LOT 107LOT 62LOT 63LOT 64LOT 66LOT 67LOT 68LOT 69LOT 70LOT 71LOT 72LOT 73LOT 74
LOT 75LOT 76LOT 77LOT 78LOT 79LOT 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.TYE CT.(PRIVATE)(PRIVATE)
(PRIVATE)7+71.89 0+005+59.83"K""K""L""L""M""M""N""N"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: #02-21GRADING PLANRev. No. Date
04 08-12-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1" = 30'
24
03-09-2021
INT
21-05
88
3924L
M
A
T
C
H
L
I
N
E
S
H
E
E
T
1
8
MATCH LINE SHEET 18
M
A
T
C
H
L
I
N
E
S
H
E
E
T
1
9 MATCH LINE SHEET 19MATCH LINE SHEET 20
MATCH
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
+
0
0
7+
0
0LOT 123LOT 36LOT 38
LOT 10
LOT 9
LOT 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 119
LO
T
3
9
LOT 8LOT 7LOT 6LOT 5
LOT 2
LOT 128LOT 129LO
T
7
5
L
O
T
7
6
LO
T
7
7
LO
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
TY
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
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
20+
6
2
.
9
8
21+
0
0
21+
6
7
.
5
718+32.93TIE 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° BE
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+0012+00
13+00 14+00 15+00
16+00
17+00
8" W/L-B
0+00 1+001+25.230+001+002+003+004+005
+
0
00+001+002+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: #02-21
Rev. No. Date
01 6-14-2021
1"=30'
25
03-09-2021
INT
21-05
88
3924LMATCH 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.
10. CONTRACTOR SHALL CUT AND CAP THE EXISTING FORCE MAIN AT THE DISCHARGE MANHOLE,
SEAL THE PIPE AND RESHAPE THE INVERT.
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
FRASE, J
E
R
R
Y
R
O
G
E
R T
R
U
ST
E
E
FRASE,
P
AT
RI
CI
A J. T
R
U
ST
E
E
NYLOPLAST
DUCTILE IRONDO NOT PO
L
LUTE DRAINS TO
W
A
T
E
R
W
A
YS
NYLOPLAST
DUCTILE IRONDO NOT POLLU
T
E
DRAINS TO WATER
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS
T
O
WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE
DRAINS TO WATER
W
A
Y
S
L
E
H
I
G
H
D
R
.
HOPKI
NS
WAY
18+00
19+0
0
20+
0
0
21
+
0
0
22
+
0
0
2
3
+
0
0
2
4
+
0
0 1+002+003+004+006+
0
0
7+
0
0
LO
T
2
6
L
O
T
2
1
L
O
T
2
0
L
O
T
1
9
L
O
T
1
8
L
O
T
1
7
LO
T
1
6
LO
T
1
5
LOT
1
4
LOT
1
3
LOT 1
2
LOT 11
LOT 10
L
O
T
8
7
L
O
T
2
3
L
O
T
2
4
L
O
T
2
5
LO
T
2
7
LOT
2
8
LOT
2
9
LOT 30
LO
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
LO
T
8
9
L
O
T
9
0
L
O
T
9
1
L
O
T
9
2
LO
T
9
3
HOPKI
NS
WAY
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
GV, R
E
M
O
V
E
P
L
U
G
,
TIE TO
E
X
I
S
T
I
N
G
TEE, GV
FH
8" W/L
-
C
18+00
19+
0
0
20
+
0
0
21
+
0
0
2
2
+
0
0
2
3
+
0
0
2
4
+
0
0
4+
0
0
5+
0
0
8"
W
/
L
-
F
1+002+003+004+008" W/L
-
G
REST
R
A
I
N
E
X
I
S
T
I
N
G
W
A
T
E
R
MAIN
P
E
R
C
U
R
R
E
N
T
REQUI
R
E
M
E
N
T
S
SAN
LAT
SAN LAT
(TYP)
DEMO
L
I
S
H
STRU
C
T
U
R
E
SAN
LAT
(TYP)
WM (TYP)
SAN LAT
(TYP)
WM (TYP)
WM (TYP)
AIR R
E
L
E
A
S
E
VALVE 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: #02-21
Rev. No. Date
01 6-14-2021
1"=30'
26
03-09-2021
INT
21-05
88
3924L
MATC
H LI
N
E
S
H
E
ET 30MATCH LINE SHEET 25M
A
T
C
H
L
I
N
E
S
H
E
E
T
18
49.70 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
INS TO WATERW
A
Y
S
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+00
12+00
13+00
14+00 15+00
16+005+001+002+00
3+00
4+
0
0
5+
0
0
L
O
T
1
1
4
L
O
T
4
3
LOT
4
6
LOT 1
0
9
LOT 108
LOT 47
LOT 48
LOT 50
LOT 100LOT 99LOT 98LOT 97
LO
T
9
6
L
O
T
9
5
LOT 56LOT 57LOT 58LOT 59LOT 60LOT 61 LOT 55
28' FREDERICK
WATER ESMT.
FREDERICK
WATER ESMT.
FREDERICK
WATER ESMT.LOT 53
L
O
T
5
4
L
O
T
2
2
L
O
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
LO
T
1
1
1
LO
T
4
5
LOT
1
1
0
LOT 49
LOT 51
LOT 52
LOT 107
LOT 106
LOT 105 LOT 104 LOT 103
LOT 62
LO
T
6
3
L
O
T
6
4
LO
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
LO
T
7
4
L
O
T
7
5
L
O
T
9
2
L
O
T
9
3
LO
T
9
4
L
O
T
6
5
R
E
C
R
E
A
T
I
O
N
A
R
E
A
TYE
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 CT.(PRIVATE)(PRI
V
A
T
E
)
35' RIPARIAN
BUFFER
30+29.850+005+59.8316+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
DOWNSPOUT
LEADER (TYP)
DOWNSPOUT
LEADER (TYP)
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-C
2
5
+
0
0
2
6
+
0
0
27+0028+0029+0030+008+
0
0
9+
0
0
10
+
0
0
11+
0
0
12+00
13+00
14+00
15+00
16+00
17+00
17+34.81
6+
0
0
7+
0
0
8+00 9+00 10+0010+94.598" W/L-E
8" W/L-E 8" W/L-E
8"
W
/
L
-
F
8"
W
/
L
-
F 8" W/L-F0+001+008" W/L-G
17
+
0
0
18
+
0
0
19
+
0
0
20
+
0
0
21+00 22+00 23+00 24+00 25+00
26+00
26+23.
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: #02-21
Rev. No. Date
01 6-21-2021
1"=30'
27
03-09-2021
INT
21-05
88
3924L
MATCH LINE SHEET 25
MATCH LINE SHEET 21MATCH LINE SHEET 21M
A
T
C
H
L
I
N
E
S
H
E
E
T
24
NOTES:
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. 724LEHIGH DR.M
E
N
A
S
H
A
C
T
.1+002+003+004+005+006+005
+
0
0
6+
0
0
LOT 132LOT 133LOT 138L
O
T
1
4
4
L
O
T
1
4
5
L
O
T
1
4
6
L
O
T
1
4
7
L
O
T
1
4
8
LOT 149LOT 150LOT 140
28' FREDERICK
WATER ESMT.
FREDERICK
WATER ESMT.
FREDERICK
WATER ESMT.LOT 119
LO
T
3
9
LO
T
1
1
8
L
O
T
1
1
7
L
O
T
1
1
6
L
O
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)
TEE, 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
+
0
0
6
+
0
0
7+
0
00+008" W/L
-
E7+008+009+
0
0
1
0
+
0
0
1
1
+
0
0
1
2
+
0
0
13+00
14+00 15+00
16+00
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: #02-21
Rev. No. Date
01 6-14-2021
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-49BUS HOME CORPORATION24.09 ACINST# 20 0008114ZONE: RPNYLOPLAST
DUCTILE I
R
ONDO NOT POLLUT
E
DRA
I
NS TO
WAT
ERWAY
SNYLOPLASTDUCTILE IRO
NDO NOT POLLUTE D
R
A
INS
T
O
WAT
ERW
AYSNYLOPLAST
DUCTILE IR
O
NDO NOT POLLUT
E
DR
A
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LOT 96
FREDERICKWATER ESMT.LOT
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LOT 51LOT 52LOT 106LOT 105LOT 104LOT 10310,9
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516+50.56STORMDRAINAGEESM'T32+10.46L.P.=600.68STORMDRAINAGEESM'TSTORMDRAINAGEESM'T20' STORMDRAINAGEESM'T20' STORMDRAINAGEESM'TRETAININGWALLRETAININGWALL W/HANDRAILTEE, 3 GV'sTEE, GV45° AND11.25°BENDSPROPO
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27+
0
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26+23.
2
4SAN LAT(TYP)SANLAT(TYP)APPROX LOCTRANSFORMERFOR PS70'-8"STUB W/FLUSHINGASSYFHWM (TYP)WM(TYP)MANHOLE TOHAVE RAVENCOATINGMANHOLE TOHAVE RAVENCOATINGMANHOLETO HAVERAVENCOATING151 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: #02-21
Rev. No. Date
01 6-14-2021
1"=30'
29
03-09-2021
INT
21-05
88
3924LMATCH LINE SHEET 30M
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T.M. 65D-5-6-81FRASE, JERRY ROGER TRUSTEE
FRASE, PATRICIA J. TRUSTEE
T.M. 65D-5-6-82
PIERCE, JUSTIN
T.M. 65D-5-6-96
ALSBERRY, FRANK E.
& ALSBERRY, SUSAN L.
T.M. 65D-5-6-97FRANTZ, DEBORAH JUNE
FRIES,
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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
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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: #02-21
Rev. No. Date
01 6-14-2021
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
LEHIGH D
R
.17+0018+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
3+0
0
4+00
5+00
6+00 7+00 8+00 9+00
10+00
11+00 12+0013+005+001+002+003+00
4+005+006+007+00
LOT 26
L
O
T
3
6
LOT
3
8
LOT 43
LOT 46
LOT 109 LOT 108LOT 47LOT 48
LOT 95LOT 11LOT 10LOT 56LOT 57LOT 58LOT 59LOT 60LOT 61LOT 87
LOT 5520' FREDERICKWATER ESMT.FREDERICKWATER ESMT.FREDERICKWATER ESMT.LOT 54
LOT 22
LOT 23
LOT 24
LOT 25LOT 27
LOT 28
LOT 29
LOT 30
LOT 31LOT 32
LO
T
3
7
LOT
1
2
0
LOT 1
1
9
LOT 39
LOT 11
8
LOT 40 LOT 41 LOT 42 LOT 44 LOT 45
LOT 110 LOT 49LOT 107LOT 62LOT 63LOT 64LOT 66LOT 67LOT 68LOT 69LOT 70LOT 71LOT 72LOT 73LOT 74
LOT 75LOT 76LOT 77LOT 78LOT 79LOT 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' FREDERICKWATER ESMT.STORMDRAINAGEESM'TSTORMDRAINAGEESM'TSTORMDRAINAGEESM'TSTORMDRAINAGEESM'TSTORMDRAINAGEESM'TFOREBAY #3 FOCALPOINTTYE CT.(PRIVATE)(PRIVATE)
(PRIVATE)7+71.89 0+005+59.83STORMDRAINAGEESM'TSTORMDRAINAGEESM'T20' STORMDRAINAGEESM'TTUNNELPLAYGROUNDSETSWING SETTUNNELPLAYGROUNDSETSWING SETSTORMDRAINAGEESM'TSTORMDRAINAGEESM'TSTORMDRAINAGEESM'T20' STORMDRAINAGEESM'TDOWNSPOUTLEADER (TYP)DOWNSPOUTLEADER (TYP)DOWNSPOUTLEADER (TYP)LEADER (TYP)CROSS,4 GV'sTEE, GVTEE, GVTEE, 3 GV'sTEE, G
V,
22.5° B
E
N
D
45° BE
N
D
TEE,GVTEE, GVFHFH
FHFHFHFH8" W/L-C17+00
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+00 13+000+001+002+003+004+00 5+00 6+00 7+00 8+009+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-GSAN LAT(TYP)SAN LAT(TYP)SAN LAT(TYP)SANLAT(TYP)SAN
LAT(TYP)
WM (TYP)SAN LAT(TYP)WM (TYP)
WM (TYP)SANLAT(TYP)WM(TYP)WM (TYP)WM (TYP)AIR RE
L
E
A
S
E
VALVE 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: #02-21
Rev. No. Date
01 6-14-2021
1"=30'
31
03-09-2021
INT
21-05
88
3924L
M
A
T
C
H
L
I
N
E
S
H
E
E
T
2
5
MATCH LINE SHEET 25
M
A
T
C
H
L
I
N
E
S
H
E
E
T
2
6 MATCH LINE SHEET 26MATCH LINE SHEET 27
MATCH
L
I
N
E
S
H
E
E
T
2
9
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WA
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 IRON
DO NOT POLLUTE DRAINS TO WA
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 DRAINS TO WATERWAYSNYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WA
T
E
R
W
A
Y
S
0+00
1+
0
0
2
+
0
0
3
+
0
0
4
+
0
0
4
+
3
1
.
2
9
32+10.46L.P.=600.6818+37.7819+002
0
+
0
0
20
+
6
2
.
9
8
21
+
0
0
21
+
6
7
.
5
718+32.936' DI
A
M
M
H
A
BLEHIGH DR.T
H
O
R
N
T
O
N
D
R
.
T
Y
E
D
R
.
ROYCE
D
R.LEHIGH
DR
.
R
O
S
S
U
M
L
N
.MENASHA C
T
.LEHIGH DR.LEHIGH DR.
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
L96L95
L
9
4
L
9
3
L
9
2
L
9
1
L
9
0
L89
L88L87
L86L85
L84 L
8
3
L
8
2
L
8
1
L
8
0
L
7
9
L
7
8L77L
7
6
L
7
5L74L73L72L71L70L69
L68L67L66L65L64L63L62L61L
6
0
L59L58L5
7
L56
L
5
5
L54L
5
3
L52L51L50L49
L48
L47L46L45L44L43L42L41L40
L39
L38L37L36
L3
5
L34L33L32 L31
L30 L29
L28
L27
L26L25L24L23 L22 L21 L20 L19 L18L17L16 L15
L1
4
L
1
3
L1
2
L
1
1
L
1
0
L9L8
L7 L
6
L5
L4
L
3L2L1
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: #02-21
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
STUDY
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+
0
0
4+
0
0
4+
3
1
.
2
9
32+10.46L.P.=600.6817+67.7318+37.7819+002
0
+
0
0
20
+
6
2
.
9
8
21
+
0
0
21
+
6
7
.
5
718+32.93134.2'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: #02-21
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-72EFG INVESTM
E
N
T
S
L
L
C
DB. 955 PG. 72
4FF44.81BF= 35.66WO43.00GAR=GA
R
=GA
R
=GA
R
=GAR=GAR=4.17
%
3:1
3:1
3:13:13:12821INV2760402940702
5
4
0
EP/
LP
21 00
21 00
21 00
21 00
13 00INV
95 50INV
20 60INV3020INV2344INV4101
40 36
3
9
6
5
3
5
3
5
3
2
4
4
4
1
2
8
3
2
7
8
3718
3396
2
5
4
6
2
9
7
0
F
F
=
4
3
.
5
9
B
F
=
3
3
.
4
4W/O
4
1
.
7
8
F
F
=
3
9
.
4
9
B
F
=
2
9
.
3
4W/O3
7
.
6
8
F
F
=
3
6
.
2
7
B
F
=
2
6
.
1
2W/O
3
4
.
4
6366
8
33464078
6.13%6.78%5.15%4.04%27862
8
6
1
3
0
9
44070
2
8
6
8
403841854336FF= 47.97BF= 38.82Buried46.1645664415450042938.00%
8.00%
43 77
42 24
40 71
32673500FF= 43.48BF= 34.33W/O4.15%
3.00%41.674084411941614250406040804084416127382684634
6
3
6
638
640
642
626
632
630
640
638
636
634
642
6446426406426406346306286266246226386366326
2
0
6
2
2
6
1
6
613.5
6
1
8
6
2
1
626642626
.
2
4
630
632 644644614
614.5
615
615.5
6
3
2
6
3
0
6
2
8
6
2
6
6
2
4
620626624622624622618616614612610608606604602600626630
628
632634636
638640 632630626.24626.24
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
628
626
6346468050'50'50'LEHIGH DR.MENASHA C
T
.2+003+004+008' BR
L25' BRL25' BRL8' BRL20' BRL20' BRL2
5
'
BR
L
2
0
'
BR
L
8' BRL
2
5
'
BR
L
2
0
'
BR
L8' BRL
8' BRL
2
5
'
BR
L
25' BRL8' BRL
8' BRL
8' BR
L
8' BRL25' BRL25'
BRL8' BRL8' BRL
25' BRL8'
BRL74.3'74.3'74.3'142.6'114.1'143.9'61.7'110.0'
7
1
.
8
'118.1'118.0'7
1
.
8
'118.00'7
1
.
8
'
7
1
.
8
'144.2'41.3
'89.1'90.1'7
1
.
8
'
7
3
.
4
'46.9'20.7'36.0
'11,147 SF11,142 SF8
,
8
1
7
S
F
8
,
4
7
6
S
F
9
,
4
7
6
S
F
9
,
4
1
7
S
F
9,648 SF11,211 SF11,849 SFCG-12B
INGRESS/
EGRESS
ESMT5' SIDEWALK5' SIDEWALK5
'
S
IDEWA
LK
5
'
S
IDEWA
LK17.0'TYP.1
7
.
0
'
TYP
.17.0'TYP.LOT 133
LOT 145
LOT 146
LOT 147
LOT 148
LOT 150
LOT 140
LOT 134
LOT 139
11,147 SF
11,142 SF
8,476 SF
9,476 SF
9,417 SF
10,655 SF
9,648 SF
11,211 SF
11,849 SF
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
1+
0
0
2
+
0
0
3
+
0
0
4
+
0
0
4
+
3
1
.
2
9
0+00RIGHT OF WA
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
INTERPARCEL
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 DRAIN
A
G
E
ESM'T35'R35'R35'R
48'R
CG-9B
(TYP)
CG-9B
(TYP)
COMPOSITE B
59.5'
STORM
DRAINAGE
ESM'T
FREDERICK
WATER ESMT.
STORM
DRAINAGE
ESM'T
59.5'
DOWNSPOUT
LEADER (TYP)
LEVEL 1
WET POND #2
FOREBAY #2
WSE=621.00
10' A
Q
U
A
T
I
C
BENC
H10' SA
F
E
T
Y
BENC
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 INCHESFF= 15.21BF= 05.06FF= 13.91BF= 03.76W/O12.10GAR=8.00%3.09%
2:1
3:12:13:1
2:1
3:1
3:13:11062110240116003108459
LP
87 69
86 45
62 50INV
74 90
74 90
74 90
74 90
54 05INV8000INV
73 55INV
76 00INV
10 93
09 64
10 56 116011608659
HP
87 92
87 80
87 33
87 53
87 06
84 95
85 29
86 79
82 07
83 57
82 77
83 17
73 00
73 00 73 00
73 00
8848
9506
LP
9556
HP
76 00INV
76 00INV
76 00INV608610
556
558
560
562
564
566
568
570
572
574
576 576.5
576.5
61
0
61
0610610
598600602604576.5576578580582584586588590592594596606608570
572572.8
573
576.5
574
576
56
3
56
3
.
5
56
4 56
6
56
8
56
8
.
5
56
9
.
5
57
0
57
257
3
57
4
588
590
586584582580578594
592
596
598
600
602
604
606
5725745765785805825845865
6
4
5
6
6
5
6
8570 606
608
602
604
598
600
596
594
592
590
588
586
584
586
61
0
608606604RETAINING
WALL W/
HANDRAIL
50'LEHIGH DR.170
52829+0030+0016+00 25' BRL20' BRL25' BRL8' BRL
20' BRL8' BRL8' BRL
8' BRL
86.1'120.9'
84.3'71.8'145.0'71.8'145.0'71.8'39.3'10,415 SF10,415 SF50'20'5'CG-12B
CG-12B
STOP
SIGN
STREET
SIGN
5' SIDEWALK
5' SIDEWALK
L
O
T
1
0
0
L
O
T
9
9
1
0
,
4
1
5
S
F
1
0
,
4
1
5
S
F
G
A
R
A
G
E
LOT 100
LOT 99
10,415 SF
10,415 SF
GARAGE
280' SD30+29.8516+50.56
50' NO DISTUR
B
E
S
M
T
.
PER PROFFER
#
B
3
STORMDRAINAGE
ESM'T
35'
R35'R5'RCG-9B
(TYP)
CG-11
16.0'23.0'16.0'5'R5'
R
53.3'
20'R
20'REPEP
EPEPEPEP48.0'EPEP32+10.46
L.P.=600.68
STORMDRAINAGE
ESM'T
STORMDRAINAGE
ESM'T
20' STORM
DRAINAGE
ESM'T
RETAINING
WALL
RETAINING
WALL W/
HANDRAIL
LEVEL 1
WET POND #1
FOREBAY #1
WSE=573.00
10' AQUATIC
BENCH
10' SAFETY
BENCH
12' ACCESS
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: #02-21
Rev. No. Date
04 08-12-2021
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: #02-21
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 1.30' 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 0.9'SIDE TRASH
RACK NOT
SHOWN FOR
CLARITY.
3.25'
WEIR ELEV = 573.20
TWO 3.25' W x 0.9' H
2" ORIFICE ELEV =
579.50 *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: #02-21
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 4'8" 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 621.83'
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
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
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
4" 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 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'-10" 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= 10" 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 (10" 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=806.004.0'
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 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
3:13:13:13:13:13:1
NORMAL 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
3:13:13:1RETAINING WALL
(DESIGN BY OTHERS)
EX. 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 DETAIL 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: #02-21
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.
255428243
3
4
6
3
2
9
3
3
2
3
7
3117
3082
30 23
29 44 86
3
3
1
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7
7
0
3
7
0
4
3
6
3
7
3
6
3
7
3
5
7
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5
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M
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H
632630626630628626625624623.5623622.7562862
6
624
628
626
62416 LEHIGH
DR
.32.1'95.67'30.6'24.4'
20.3'
20.1'
LOT
2
2
LOT
2
3
L
O
T
9
1
L
O
T
9
2
L
O
T
9
3
L
O
T
9
495.67'95.67'95.67'R
E
C
R
E
A
T
I
O
N
A
R
E
A
TY
E
C
T
.
TYE CT.(PRIVAT
E)
(PR
I
V
A
T
E
)
1
2
,
3
7
5
S
F
9,
4
9
0
S
F
3,
2
0
5
S
F
2,
1
0
5
S
F
2,
1
0
5
S
F
2,
1
0
5
S
F
G
A
R
A
G
E
G
A
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A
G
E
G
A
R
A
G
E
G
A
R
A
G
E
G
A
R
A
G
E
G
A
R
A
G
E
2
8
0
'
SD280'
SD
CG-9B
(TYP)
TUNNEL
PLAYGROUN
D
SET
SWING SET
INGRESS/
EGRESS
ESMT
24 00
GND
24 00
GND
24 00
GND2400
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: #02-21
Rev. No. Date
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-Val202.34SDAD3.64
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-Val184.03SDAD6.17
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
4" SAN. LATLOT 1398" SAN. XING4" SAN. LAT.LOT 1388" SAN. XING4" SAN. LAT.LOT 14015" 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: #02-21ROAD 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 SLOP
E (
6)
M
6"
R/W
SR
5'
4'
6"
SIDEWALK
STANDARD
CG-6STANDARD
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 SLOP
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-Val375.00SDAD2.50 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
4.00
%
1.50%
5.00
%
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. LOT 338" 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 164" SAN. LAT.LOT 188" SAN. XING15" STORM XING8" SAN. XINGPROP. 8"W/L XINGPROP. 8"W/L XING8" SAN. XING4" SAN. LAT. 4" 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. 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: #02-21ROAD 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 SLOP
E (
6)
M
6"
R/W
SR
5'
4'
6"
SIDEWALK
STANDARD
CG-6STANDARD
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 SLOP
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
5.00
%
1.75%PVC = 27+57.50PVC = 614.29'PVI = 28+00.00PVI = 612.17'PVT = 28+42.50PVT = 611.42'VC = 85'26.15K-Val225.42SDAD3.25
5.00
%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.)616.66'610.67'606.90'606.36'4" SAN. LATLOT 5315" STORM XING8" SAN. XING48" STORM XINGSD= 357.05
PROP. 8"W/L XING8" SAN. XING-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 = 645.16'6.03
%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-Val250.99SDAD3.03
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: #02-21ROAD 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 SLOP
E (
6)
M
6"
R/W
SR
5'
4'
6"
SIDEWALK
STANDARD
CG-6STANDARD
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 SLOP
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' ROWDESIGN 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= 1000.00K-Value= 53.2AD0.47
5.03%PVC=18+25.23PVC=641.74PVI=19+87.73PVI=630.04PVT=21+50.23PVT=638.22VC = 325.00
SD= 159.60K-Value= 26.6
SAG= 20+16.55ELEV.= 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%
6.44
%PVC = 0+50.00PVC = 637.22'PVI = 0+80.00PVI = 636.68'PVT = 1+10.00PVT = 634.75'VC = 60'12.91K-Val173.01SDAD-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-Val196.79SDAD3.71
1.99%PVC = 3+87.50PVC = 623.09'PVI = 4+50.00PVI = 621.39'PVT = 5+12.50PVT = 622.63'VC = 125'
SAG = 4+59.76ELEV. = 622.11'
26.47K-Val166.60SDAD4.72
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' ROWDESIGN 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: #02-21ROAD 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 SLOP
E (
6)
M
6"
R/W
SR
5'
4'
6"
SIDEWALK
STANDARD
CG-6STANDARD
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 SLOP
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-Val157.75SDAD5.75
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: #02-21ROAD 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 SLOP
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 SLOP
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 SLOP
E (
6)
M
6"
R/W
SR
5'
4'
6"
SIDEWALK
STANDARD
CG-6STANDARD
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 SLOP
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-Val261.29SDAD2.97
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
5.42
%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-Val335.44SDAD2.62
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-Val219.82SDAD6.05
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 1184" SAN. LAT.LOT 1178" 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: #02-21ROAD 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 SLOP
E (
6)
M
6"
R/W
SR
5'
4'
6"
SIDEWALK
STANDARD
CG-6STANDARD
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 SLOP
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-Val157.46SDAD9.78 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: #02-21ROAD 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 SLOP
E (
6)
M
6"
R/W
SR
5'
4'
6"
SIDEWALK
STANDARD
CG-6STANDARD
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 SLOP
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' - 48"RCP CL I
V
@4.49%
36' - 48"
ADS N-12
@0.51%
87' - 48" ADS N-12
@1.27%
50' - 36"
ADS N-12
@1.00%
63' - 36" ADS N-
1
2
@4.52%
168' - 36"
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-12
@2.10%
177' - 15"
A
D
S
N-
1
2
@
3.
1
7
%
207' - 15"
A
D
S
N-
1
2
@
3.
9
8
%
169' - 15"
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=581.33TOP=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: #02-21
Rev. No. Date
01 6-14-2021
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" ADS
N
-
1
2
@
2
.
0
8
%74' - 36" ADS N-12
@5.78
%
162' - 36" ADS 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
4" SAN LAT XINGLOT 524" SAN LAT XINGLOT 514" SAN LAT XINGLOT 504" SAN LAT XINGLOT 494" SAN LAT XINGLOT 474" SAN LAT XINGLOT 464" SAN LAT XINGLOT 454" SAN LAT XINGLOT 484" SAN LAT XINGLOT 444" SAN LAT XINGLOT 438" SAN SEW XING4" SAN LAT XINGLOT 424" SAN LAT XINGLOT 41STORM 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
-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
-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-12
@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=611.93TOP=611.998" 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 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: #02-21
Rev. No. Date
01 6-14-2021
44
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
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' - 24" ADS N-
1
2
@4.91
%102' - 24" ADS N-12 @6.80
%
153' - 24" ADS
N
-
1
2
@
2
.
0
2
%
30
30A 30B
30D
30E
30F
0+00.00=DI-2E - 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=622.50TOP=623.00TOP=632.87TOP=640.12TOP=642.89STORM STR. 30 TO STR. 30F 8" W/L XINGPROPOSED
GRADE
EXISTING
GRADE
HGL
605
610
615
620
625
630
635
640
645
650
655
605
610
615
620
625
630
635
640
645
650
655
93' - 30" ADS N-12
@0.54%
33'
- 30"
ADS N-12
@0.60%
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 @0.78%
35'
- 18"
ADS N-12
@0.51%
146' - 15" ADS N-12 @
1
.
3
3
%
97' - 15"
A
D
S
N-
1
2
@3.76%
53
80
81
81A
81B
82
83 84
85 86
0+00.00=DI-2E - 4'INV OUT=614.65INV IN=615.15INV IN=616.930+93.29=DI-2E - 6'INV OUT=615.65INV IN=615.901+26.77=DI-2EE - 6'INV OUT=616.10INV IN=616.351+95.60=DI-1INV OUT=616.75INV IN=617.002+63.95= MH-1INV OUT=625.13INV IN=625.63INV IN=626.133+34.43=DI-2B - 8'INV OUT=626.85INV IN=627.605+22.20=DI-2B - 8'INV OUT=629.06INV IN=629.315+57.36=DI-2B - 6'INV OUT=629.49INV IN=631.747+03.23=DI-2B - 4'INV OUT=633.68INV IN=633.938+00.41=DI-1INV OUT=637.58INV IN=637.58TOP=623.27TOP=624.94TOP=625.95TOP=623.26TOP=631.33TOP=633.87TOP=637.74TOP=638.13TOP=640.32TOP=640.004" SAN LAT XINGLOT 944" SAN LAT XINGLOT 934" SAN LAT XINGLOT 924" SAN LAT XINGLOT 914" SAN LAT XINGLOT 904" SAN LAT XINGLOT 894" SAN LAT XINGLOT 884" SAN LAT XINGLOT 754" SAN LAT XINGLOT 764" SAN LAT XINGLOT 774" SAN LAT XINGLOT 784" SAN LAT XINGLOT 794" SAN LAT XINGLOT 808" SAN XING8" SAN XING8" W/L XING-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
STORM STR. 53 TO STR. 86 8" W/L XING8" W/L XINGPROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GRADE
EXISTING
GRADE
HGL
HGL
0+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 - 6'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: #02-21
Rev. No. Date
01 6-14-2021
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" ADS
N
-
1
2
@
2
.
1
3
%
102' - 15"
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 - 4'INV OUT=629.04INV IN=629.29INV IN=639.414+56.87=DI-2EE - 4'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=631.71TOP=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=637.02INV IN=637.02TOP=641.13TOP=641.13TOP=642.00PROPOSED
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-12
@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 - 4'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-12
@1.27%
4 4A
4B
4C
TOP=642.93TOP=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' - 15"
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=629.50INV 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: #02-21
Rev. No. Date
01 6-14-2021
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= ES-1INV OUT=609.000+94.99= MH1INV OUT=609.47INV IN=616.723+01.41=DI-1AINV OUT=618.11INV IN=618.61INV IN=625.60INV IN=629.504+61.41=DI-1INV OUT=624.00TOP=639.57TOP=635.00TOP=627.008" 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%
160' - 30"
A
D
S
H
P
@
3.
3
7
%8" WL XING6" FM XING120
3:1
600 600
-0+50
20' CL A1
RIP RAP
CONCRETE
CRADLE18" STM XING18" STM 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-12
@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=628.25TOP=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=622.85TOP=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=625.69TOP=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: #02-21
Rev. No. Date
01 6-14-2021
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-12
@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=579.00TOP=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: #02-21
Rev. No. Date
01 6-14-2021
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" RCP 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=578.25TOP=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' - 15" ADS N-12
@5.81
%
105' - 15" ADS
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=581.33TOP=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
9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50
585
590
595
600
605
610
615
620
625
630
635
585
590
595
600
605
610
615
620
625
630
635
30'
- 18"
ADS N-12
@0.50%
74' - 18"
ADS N-12 @1.02%
127' - 18"
A
D
S
N-
1
2
@
4.
1
4
%
51
51A
52A
51B
10+00.00=DI-2B - 6'INV OUT=606.60INV IN=606.85INV IN=606.8510+29.93=DI-1INV OUT=607.00INV IN=607.2511+03.82=DI-1INV OUT=608.00INV IN=608.2512+30.58=DI-1INV OUT=613.50INV IN=613.50TOP=614.30TOP=610.00TOP=612.00TOP=619.87STORM STR. 51 TO STR. 51B 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: #02-21
Rev. No. Date
01 6-14-2021
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: #02-21
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: #02-21STORM 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: #02-21STORM 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: #02-21DITCH 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 VALVE0-50 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 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: #02-21
Rev. No. Date
01 6-14-2021
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
LOT 16LOT 17LOT 18LOT 19LOT 20LOT 21LOT 95LOT 96LOT 97LOT 98LOT 99LOT 1004.0'
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 ASSEMBLY4" 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.)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.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: #02-21
Rev. No. Date
01 6-14-2021
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 XINGLOT 124LOT 123LOT 122LOT 121LOT 120LOT 119LOT 118LOT 117LOT 116LOT 115LOT 114LOT 113LOT 112LOT 111LOT 1104.0'
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 524" 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.)MATCHLINECOMPACT FILL TO
95% MAXIMUM
DRY DENSITY PER
ASTM D698
W/L "E" (THORNTON WAY)2+60.17 = AIR RELEASE VACUUM VALVE18"
MIN.
0+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
LOT 131PROP. 30"STORM XINGLOT 143LOT 144LOT 145LOT 146LOT 147LOT 1484.0'
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 524" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING04+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 XINGPROP. 6"SAN. FM XING0+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: #02-21
Rev. No. Date
01 6-14-2021
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: #02-21
Rev. No. Date
01 6-14-2021
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
LOT 111LOT 110LOT 109LOT 108LOT 106LOT 105LOT 104LOT 103PROP. 48"STORM XINGPROP. 8"SAN. 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 524" 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.)MATCHLINEW/L "E" (THORNTON WAY)
COMPACT FILL TO
95% MAXIMUM
DRY DENSITY PER
ASTM D698
12+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.LOT 1074" SAN LAT 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: #02-21
Rev. No. Date
01 6-14-2021
55
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
5+50 6+00 6+50 7+00 7+50 8+00
645
650
655
640
645
650
655
640
OLR X-SEC "E"
5+50 6+00 6+50 7+00 7+50
645
650
655
660
640
645
650
655
660
5+50 6+00 6+50 7+00 7+50 8+00
635
640
645
650
630
635
640
645
650
OLR X-SEC "F"
OLR X-SEC "B"
OLR X-SEC "C"
635635
6+00 6+50 7+00 7+50
640
645
650
655
660
635
640
645
650
655
660
635
OLR X-SEC "G"5+50 6+00 6+50 7+00 7+50
640
645
650
635
640
645
650
635
OLR X-SEC "H"
630630 OLR X-SEC "I"
OVERLAND
RELIEF 100 YR
WSE=645.24
OVERLAND
RELIEF 100 YR
WSE=638.00
PROP. GRADE
@ OLR X-SEC.
PROP. GRADE
@ OLR X-SEC.
PROP. GRADE
@ OLR X-SEC.
PROP. GRADE
@ OLR X-SEC.
PROP. GRADE
@ OLR X-SEC.
OVERLAND
RELIEF 100 YR
WSE=642.67
OVERLAND
RELIEF 100 YR
WSE=642.71 OVERLAND
RELIEF 100 YR
WSE=636.89
100 YR
Q=2.59 CFS
DEPTH =0.24'
100 YR
Q=53.14 CFS
DEPTH =1.02'
100 YR
Q=23.00 CFS
DEPTH =0.67'
100 YR
Q=9.93 CFS
DEPTH =0.71'100 YR
Q=20.74 CFS
DEPTH =0.89'
PROP. GRADE
@ OLR X-SEC.
-0+50 0+00 0+50 1+00 1+50
630
635
640
645
650
630
635
640
645
650
OVERLAND
RELIEF 100 YR
WSE=637.70
100 YR
Q=13.53 CFS
DEPTH =0.70'
PROP. GRADE
@ OLR X-SEC.
OLR X-SEC "A"
-0+50 0+00 0+50 1+00 1+50 2+00
625
630
635
640
645
650
625
630
635
640
645
650
OLR X-SEC "D"
OVERLAND
RELIEF 100 YR
WSE=636.03
PROP. GRADE
@ OLR X-SEC.
100 YR
Q=72.89 CFS
DEPTH =1.30'
-0+50 0+00 0+50 1+00 1+50
635
640
645
650
635
640
645
650
OVERLAND
RELIEF 100 YR
WSE=639.56
100 YR
Q=118.18 CFS
DEPTH =1.56'
-0+50 0+00 0+50 1+00
630
635
640
645
630
635
640
645
OVERLAND
RELIEF 100 YR
WSE=634.61
PROP. GRADE
@ OLR X-SEC.
100 YR
Q=29.94 CFS
DEPTH =0.61'OVERLAND RELIEF 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: #02-21
Rev. No. Date
01 6-14-2021
55A
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
5+50 6+00 6+50 7+00 7+50
625
630
620
625
630
OLR X-SEC "L"
620
5+50 6+00 6+50 7+00 7+50
625
630
635
640
620
625
630
635
640
620
5+50 6+00 6+50 7+00 7+50
625
630
635
640
620
625
630
635
640
620
OLR X-SEC "M"OLR X-SEC "N"
PROP. GRADE
@ OLR X-SEC.
PROP. GRADE
@ OLR X-SEC.
PROP. GRADE
@ OLR X-SEC.
OVERLAND
RELIEF 100 YR
WSE=624.17
OVERLAND
RELIEF 100 YR
WSE=624.90
OVERLAND
RELIEF 100 YR
WSE=624.86
610
OLR X-SEC "O"-0+50 0+00 0+50 1+00 1+50
615
620
625
610
615
620
625
OVERLAND
RELIEF 100 YR
WSE=612.91
PROP. GRADE
@ OLR X-SEC.
100 YR
Q=14.81 CFS
DEPTH =0.57'
100 YR
Q=12.86 CFS
DEPTH =0.75'
100 YR
Q=16.05 CFS
DEPTH =0.86'
100 YR
Q=8.90 CFS
DEPTH =0.29'
-0+50 0+00 0+50 1+00
615
620
625
630
635
615
620
625
630
635
PROP. GRADE
@ OLR X-SEC.
OVERLAND
RELIEF 100 YR
WSE=625.12
100 YR
Q=19.88 CFS
DEPTH =0.95'
OLR X-SEC "K"
-0+50 0+00 0+50 1+00 1+50
615
620
625
630
635
615
620
625
630
635
100 YR
Q=35.38 CFS
DEPTH =0.58'
OVERLAND
RELIEF 100 YR
WSE=624.38
PROP. GRADE
@ OLR X-SEC.
OLR X-SEC "J"OVERLAND RELIEF 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: #02-21
Rev. No. Date
01 6-14-2021
55B
03-09-2021
INT
21-05
88
3924L
V: 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 )
-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
560
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.
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
625625
13+50PROP. 6"SAN. FM XINGSEE SHEET
73 FOR
CONT.60' - 8" DIP - CL 52 @19.99%231' - 8" DIP - CL 52 @1.05
%
E2
TOP=617.4711+23.98= MHINV OUT=604.46INV IN=604.66RESTRAINT JOINTS (TYP.)PROP. 6"FM XING18"
MIN.T.M. 65-A-72EFG INVESTMENTS LLCDB. 955 PG. 724GAR=FF= 20.01BF= 09.86W/O18.20GAR=FF= 25.21BF= 15.06W/O23.40GAR=FF= 30.04BF= 19.89W/O28.23GAR=FF= 32.89BF= 22.74W/O31.08GAR=31.35FF= 33.16BF= 23.01W/OGAR=FF= 31.71BF= 21.56W/OGAR=FF= 29.77BF= 19.62W/OGAR=FF= 27.24BF= 17.09W/O29.9027.9625.83GAR=FF= 26.76BF= 16.61W/O24.95GAR=FF= 27.11BF= 16.96W/OFF= 29.06BF= 18.91W/O25.30GAR=FF= 15.93BF= 06.78Buried14.12GAR=FF= 28.21BF= 19.06Buried27.30GAR=FF= 31.77BF= 22.62Buried29.96GAR=FF= 34.34BF= 25.19Buried32.53FF= 34.14BF= 24.99Buried32.33GAR=FF= 31.06BF= 21.91Buried29.25GAR=FF= 23.28BF= 14.13Buried23.47GAR=FF= 19.23BF= 10.08Buried17.42GAR=FF= 17.61BF= 07.46W/OFF= 15.21BF= 05.06W/O13.40GAR=FF= 13.91BF= 03.76W/O12.10GAR=GAR=GAR=FF= 29.91BF= 19.76W/O28.10GAR=FF= 26.81BF= 16.66W/O25.00GAR=GAR=4.17%8.0%8.0%8.0%8.0%8.0%8.0%8.0%8.00%2.90%3.16%2.93%2.83%2.79%3.27%3.03%2.75%6.65%7.19%3.40%3.73%3.09%2:12:12:12:13:13:12:13:12:1GAR=FF= 15.77BF= 05.62W/O13.963.97%3.17%2.50%14331187106211021476207726552973299327402470239823522458265928603000297827032106157412321770229027733058220819221439091930852235294027462543209018951642244515952480163018241362135026802946287632033123318331132875229716921622308012900440116003102760191016001250OLR130013501260030024702543274630088459LP17002540EP/LP2425OLR17202246277329552380876986456250INV74907490749074909550INV8000INV04997355INV7600INV8200TOP232523101232109309641166223316542754299928212530235210561306293027202506236923413123261319781000LP13122630312022472896282516422968HP2275LP13501160116012951315134605128659HP9460HP9740HP9410LP9690LP06992450235023648792878087532380OLR339625462970212028862036FF= 39.49BF= 29.34W/OFF= 36.27BF= 26.12W/O34.46FF= 32.01BF= 21.86W/OGAR=FF= 31.17BF= 21.02W/O29.3628965.15%4.04%3.29%27862861309428682738268484958529867930.20730073007300730088489506LP9556HP7600INV7600INV7600INV1200LP1987LP18002037HP6266306246286266266246226206186166
1
4
6
1
2
614612608610628626626624624626628630630628628628630626628626624620614612618626624622616616614574576576.5576.5620626624622618616614612610608606604602600590600618622610610610610616618628628624618616612598600602604576.5576578580582584586588590592594596606608570572572.8573576.5574576563563.5564566568568.5569.5570572573574588590594592596598600602604606606614612616586608606604602598596594592588610600590610606604602608612614588590584586592594596598600586606608602604598600596594592590588628626586600598606620620630630628626624622620618616618610608606604RETAININGWALL W/HANDRAILORim=628.20In=616.50Out=616.30NRim=623.91In=612.42Out=612.22169.40 SDR 35/26 2.29% P68"ERim=616.13In=592.55(N)In=592.55(E2)Out=592.3543.70 DIP - CL 52 20.00% P518"98.36 SDR 35/26 20.00% P58"FRim=618.43In=607.30Out=607.10E2Rim=617.47In=604.66Out=604.4659.58 DIP - CL 52 19.99% P708"231.44 DIP - CL 52 1.05% P1368"ARim=594.28DI-1In=579.05Out=578.85229.58 SDR 35/26 0.50% P508"335.94 DIP - CL 52 0.50% P528"NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
T
E
R
W
AY
S
THORNTON WAYLEHIGH DR.28+0029+0030+009+0010+0011+0012+0013+0014+0015+0016+00LOT 114LOT 46LOT 109LOT 108LOT 47LOT 48LOT 50LOT 100LOT 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.SANITARY 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: #02-21
Rev. No. Date
01 6-14-2021
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 35/26
@
1
.
5
0
%
88' - 8" SDR 35/26
@ 1.00%
98' - 8" S
D
R
3
5/
2
6
@ 3.50%
314' - 8" DIP - CL 52 @ 0.65%39' - 8"DIP - CL 52 @ 5.16
%
152' - 8" SDR 35/26 @ 0.50%
72' - 8"
SDR 35/26
@ 0.50%1+47 - 4" LAT - (40')PIPE 1 - Inv=628.96655655
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
1+47 =4" LAT. (40.17')LOT 1 - INV=628.96595
600
605
610
615
620
625
630
635
640
645
650
590590
12+50 13+00
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
PROP. 6"SAN. FM XINGPROP. 8"W/L XINGPROP. 8"W/L XING231' - 8" DIP -
CL 52 @1.05%PROP. 18"STORM XINGLINABERG , DENNIS D. & PAMELA S.T.M. 65-A-50ATKINS , MAURICE M. &SHERRY LDB. 582 PG. 756T.M. 65-A-54RUBLE, RANDY LEE &MARY F.T.M. 65B-7-10RUBLE, RANDY LEE &MARY F.T.M. 65-A-57KAPLN, JOSHUA A.T.M. 65-A-56GRANADOS, MEMBRENOJOSE MARBINT.
M
.
6
5
-
A
-
7
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7
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8
A
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D
B
4
9
3
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1
2
3
BF= 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= 37.81BF= 27.66W/OGAR=FF= 41.31BF= 31.16W/OGAR=FF= 44.97BF= 34.82W/OFF= 47.35BF= 37.20W/OBF= 38.90W/O27.2529.2532.5036.0039.5043.1645.54G
A
R
=
G
A
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=
G
A
R
=
G
A
R
=FF= 49.87BF= 39.72W/OFF= 50.14BF= 39.99W/O48.10GAR=45.00GAR=GAR=GAR=GAR=FF= 29.91BF= 19.76W/O28.10GAR=25.00GAR=48.06GAR=GAR=G
A
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=GA
R
=
G
A
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=3.69%3.54%4.17%3.14%3.51%3.23%3.39%2:12:12:12:12:13.17%2.50%159516301824287520243200235035502700390030504266341538243654276019104102HP3350345017002540EP/LP3900355031800900INV0900418735134416468546344668473038804760391047304102HP245023502364434839653535324444503600412832783718339625462970212028862036FF= 46.81BF= 36.66W/O45.00FF= 43.59BF= 33.44W/O41.78FF= 39.49BF= 29.34W/O37.68FF= 36.27BF= 26.12W/O34.46FF= 32.01BF= 21.86W/OGAR=FF= 31.17BF= 21.02W/O442029.3636683346289640783.54%6.13%6.78%5.15%4.04%3.29%2786286130944070286840414
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040754315407544434571468627382684GAR=30.202500LP642
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4
2
638618620RETAININGWALL W/HANDRAILORim=628.20In=616.50Out=616.30271.43 SDR 35/26 3.41% P78"NRim=623.91In=612.42Out=612.22169.40 SDR 35/26 2.29% P68"ERim=616.13In=592.55(N)In=592.55(E2)Out=592.3543.70 DIP - CL 52 20.00% P518"98.36 SDR 35/26 20.00% P58"FRim=618.43In=607.30Out=607.10186.79 SDR 35/26 1.50% P698"E2Rim=617.47In=604.66Out=604.4659.58 DIP - CL 52 19.99% P708"231.44 DIP - CL 52 1.05% P1368"L
E
H
I
G
H
D
R
.ROSSUM LN.MENASHA CT.6+
0
0
7+
0
0
8+
0
0
9+
0
0
1
0
+
0
0
LOT 114LOT 125LOT 126LOT 144LOT 145LOT 146LOT 147LOT 148LOT 149LOT 15028' FREDERICKWATER ESMT.FREDERICK WATERESMT.FREDERICKWATER ESMT.LOT 127LOT 120LOT 119LOT 118LOT 117LOT 116LOT 115LOT 128LOT 129LOT 130LOT 142LOT 14320' FREDERICKWATER ESMT.20' FREDERICKWATER ESMT.20' FREDERICKWATER ESMT.EX FW PS-TO BEDEMOLISHEDSEE NOTES ONSHEET 2535' RIPARIANBUFFER35' RIPARIANBUFFER1+002+003+004+004+31.29LOT 151FREDERICK WATERESMT.FREDERICK WATERESMT.25' FREDERICKWATER ESMT.19+0020+0020+62.9821+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: #02-21
Rev. No. Date
01 6-14-2021
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+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
1+46 =4" LAT. (60.48')LOT 148 - INV=618.300+17 =4" LAT. (22.51')LOT 149 - INV=617.770+09 =4" LAT. (6.74')LOT 150 - INV=616.492+35 =4" LAT. (37.75')LOT 145 - INV=628.981+63 =4" LAT. (37.75')LOT 146 - INV=624.870+91 =4" LAT. (37.75')LOT 147 - INV=622.051+37 =4" LAT. (49.58')LOT 133 - INV=636.730+14 =4" LAT. (24.25')LOT 134 - INV=635.650+88 =4" LAT. (24.25')LOT 135 - INV=633.721+62 =4" LAT. (24.25')LOT 136 - INV=632.160+24 =4" LAT. (56.27')LOT 137 - INV=630.950+71 =4" LAT. (64.26')LOT 138 - INV=630.971+11 =4" LAT. (31.99')LOT 139 - INV=631.840+19 =4" LAT. (32.35')LOT 140 - INV=636.765900+61 - 4" LAT - (13')PIPE 151 - Inv=612.41645
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 = 646.00590
INV OUT=612.22INV IN=612.4298' - 8" SDR 35/26 @20.00%169' - 8" SDR
3
5
/
2
6
@
2
.
2
9
%PROP. 15"STORM XINGPROP. 24"STORM XINGPROP. 30"STORM XINGPROP. 15"STORM XINGROLES, DONALD L.T.M. 65-A-63FELTNER, PAT O. &PAMELA H.T.M. 65-A-70PUFFINBURGER, PAUL R.T.M. 65-A-66FEATHERS, VICKY LYNN &RICHARD A.DB. 957 PG. 979T.M. 65-A-72EFG INVESTMENTS LLCDB. 955 PG. 724FF44.81BF= 35.66WO43.00GAR=FF= 49.87BF= 39.72W/OFF= 50.14BF= 39.99W/O48.10GAR=45.00GAR=GAR=GAR=GAR=FF= 29.91BF= 19.76W/O28.10GAR=25.00GAR=48.06GAR=GAR=G
A
R
=
G
A
R
=
G
A
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G
A
R
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G
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G
A
R
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GA
R
=
FF
=
4
5
.
0
1
BF
=
3
4
.
8
6
W/
O
43.
0
0
3.00%GAR=3.69%3.54%4.17%3:13:13:13:13:12:12:13.17%2.50%2821INV276019104029407017002540EP/LP4
6
8
021
002100210021001300INV9550INV2060INV3020INV2344INV41014036441646854634466847303880476039104730245023502364434839653535324444503600412832783718339625462970212028862036FF= 46.81BF= 36.66W/O45.00FF= 43.59BF= 33.44W/O41.78FF= 39.49BF= 29.34W/O37.68FF= 36.27BF= 26.12W/O34.46FF= 32.01BF= 21.86W/OGAR=FF= 31.17BF= 21.02W/O442029.3636683346289640783.54%6.13%6.78%5.15%4.04%3.29%278628613094407028684
6
9
1
4
6
0
1
4
9
4
8
3
0
4
7
5
0
4
7
1
5
4
6
0
0
4
2
7
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7
6
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8
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8
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3
6
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F
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1
W
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F
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F
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6
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d
4
3
.
2
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4
5
6
6
4
1
1
6
4
4
1
5
3
6
6
5
48103
2
0
0
4
5
0
0
4
2
9
3
8.00%8.00%8.00%8.00%8.00%7.9%3
6
3
0
O
L
R
4
2
0
040203
6
7
8
4686463045184485437742244071329041
27
32673500FF= 43.48BF= 34.33W/O4.15%3.00%41.6740844119416142504150 332042504170410840604080F
F
=
4
3
.
9
7
B
F
=
3
4
.
8
2
B
u
r
i
e
d
4
2
.
1
6
3.00%4
1
1
9
40844
0
6
0
4
1
6
6
4161417041174074
273826844
0
0
4
GAR=30.206
3
6
6
3
4
634636638640642626632630640638636634644642644642640646646642640634630628626624622638636632620622616613.561862162663
6
6
3
6
6
3
8
6
3
6
6
3
4
6
3
6
6
48
64
4
6
4
4642642626.24630632644644614614.5615615.5632630628626624620 626624622624622618
616614612
610
608606604602600626630628632634636638640632630626.24626.24622624626628630632634636638640642628626640
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
642640
638
634646642
64
0
RETAININGWALL W/HANDRAILORim=628.20In=616.50Out=616.30271.43 SDR 35/26 3.41% P78"NRim=623.91In=612.42Out=612.22169.40 SDR 35/26 2.29% P68"ERim=616.13In=592.55(N)In=592.55(E2)Out=592.3543.70 DIP - CL 52 20.00% P518"98.36 SDR 35/26 20.00% P58"FRim=618.43In=607.30Out=607.10186.79 SDR 35/26 1.50% P698"E2Rim=617.47In=604.66Out=604.4659.58 DIP - CL 52 19.99% P708"231.44 DIP - CL 52 1.05% P1368"LEHIGH DR.MENASHA CT.1+0
0
2+
0
0
3+
0
0
4+
0
0
5+
0
0
6+
0
0LOT 132LOT 133LOT 138LOT 144LOT 145LOT 146LOT 147LOT 148LOT 149LOT 150LOT 140FREDERICKWATER ESMT.FREDERICKWATER ESMT.LOT 131LOT 134LOT 135LOT 136LOT 137LOT 139LOT 142LOT 14320' FREDERICKWATER ESMT.20' FREDERICKWATER ESMT.0+001+002+003+004+004+31.290+00
LOT 15125' FREDERICKWATER ESMT.FREDERICKWATER ESMT.SANITARY 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: #02-21
Rev. No. Date
01 6-14-2021
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.)63' - 8"SDR 35/26 @ 15.00%69' - 8"
SDR 35/
2
6
@ 4.13%
246' - 8" SDR 35/26 @
1
.
2
0
%122' - 8"SDR 35/26
@ 5.00%85' - 8" SDR 35/26 @ 10.10%151' - 8"SDR 35/26@ 7.25
%
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00610
615
620
625
630
635
640
645
650
655
610
615
620
625
630
635
640
645
650
655
K
U V
W
0+57 =4" LAT. (25.71')LOT 125 - INV=633.140+57 =4" LAT. (25.54')LOT 126 - INV=633.510+58 =4" LAT. (24.25')LOT 127 - INV=634.941+39 =4" LAT. (24.25')LOT 128 - INV=635.352+09 =4" LAT. (24.25')LOT 129 - INV=636.622+46 =4" LAT. (40.91')LOT 142 - INV=635.902+46 =4" LAT. (26.50')LOT 130 - INV=637.23-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00610
615
620
625
630
635
640
645
650
655
660
610
615
620
625
630
635
640
645
650
655
660
K
X
0+87 =4" LAT. (32.72')LOT 2 - INV=635.190+36 =4" LAT. (26.45')LOT 3 - INV=637.080+74 =4" LAT. (24.40')LOT 4 - INV=639.45-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00615
620
625
630
635
640
645
650
655
660
615
620
625
630
635
640
645
650
655
660
P
T
0+84 =4" LAT. (38.18')LOT 143 - INV=636.130+28 =4" LAT. (41.06')LOT 144 - INV=633.271+51 =4" LAT. (28.45')LOT 132 - INV=637.911+51 =4" LAT. (45.65')LOT 131 - INV=638.80TOP = 638.81TOP = 639.76TOP = 640.93TOP = 645.150+00.00 = MHINV OUT = 619.28INV IN = 619.48INV IN = 619.48INV IN = 619.480+62.79 = MHINV OUT = 628.90INV IN = 629.101+31.88 = MHINV OUT = 631.95INV IN = 632.153+77.52 = MHINV OUT = 635.10INV IN = 635.10TOP = 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
PROP. 6"SAN. FM XINGCONCRETE
CRADLE
CONCRETE
CRADLE PROP. 30"STORM XINGPROP. 36"STORM XINGPROP. 15"STORM XINGPROP. 15"STORM XINGPROP. 15"STORM XINGPROP. 15"STORM XINGPROP. 15"STORM XINGT.M. 65B-6-38ATKINS , MAURICE M. &SHERRY LDB. 582 PG. 756RUBLE, RANDY LEE &T.M. 65-A-57KAPLN, JOSHUA A.T.M. 65-A-60LAFOND, DANIEL P. &JENIFERT.M. 65D-1-1HENRIQUEZ MAJANO JOSE F., ETALST.M. 65D-1-2WHITACRE, HAROLD RICHARD JR.T.M. 65D-1-1PRUITT, TIFFANY A.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, LIST.M. 65-A-56GRANADOS, MEMBRENOJOSE MARBINT.M. 65-A-7-7-8AFREDERICK COUNTYSANITATION AUTHORITYDB 493 PG 123FF= 49.05
BF= 38.90W/OGAR=
FF= 50.12
BF= 39.97
W/O
48.32
GAR=
FF= 50.81
BF= 40.66
W/O
49.00GAR=
FF= 50.31
BF= 40.16
W/O
48.50
GAR=FF= 48.51BF= 39.36Buried46.70GAR=FF= 51.52BF= 42.37Buried49.71GAR=GAR=GAR=GAR=FF= 49.87
BF= 39.72
W/O
FF= 50.14
BF= 39.99
W/O
48.10GAR=45.00GAR=GAR=FF= 43.52BF= 34.37BuriedGAR=FF= 45.38BF= 36.23Buried43.57GAR=41.71GAR=
FF= 43.24
BF= 34.09
Buried
41.43
48.06GAR=GAR=GAR=GAR=GAR=GAR=GAR=3.69%3.54%3.00%8.0%
8.0%
8.0%8.00%7.86%7.06%3:1
2:12:12:12:12:14641432945
38 24
47 82
39 32
48 50
40 00
48 00
39 504620
46004921485428 21INV4077
391138333500LP412140004307433640 93
40 003330LP 37004061355047 00
4102
HP
33 50
34 504200TOP 468039403500LP37 004240BERM 09 00INV
09 00
418739493513413543974416468546 34 46 68
47 30
38 80
47 60
39 10
47 30
4102
HP
36 50BP3570TOP49
428046004348396535353244503600412832783718FF= 46.81BF= 36.66W/O45.00FF= 43.59BF= 33.44W/O41.78BF= 29.34W/O37.68442036683340783.54%6.13%6.78%407040414153427943494477460346914601430143004405435545194409457644614704460448304700492048504830475047154600FF= 45.32BF= 36.17Buried45.69FF= 48.07BF= 38.92Buried4336FF= 46.36BF= 37.21BuriedFF= 47.50BF= 38.55Buried44.5543.5146.26FF= 49.35BF= 40.20Buried47.54FF= 50.61BF= 41.46Buried48.80FF= 51.51BF= 42.36Buried49.70FF= 50.61BF= 41.46Buried48.80FF= 49.46BF= 40.31Buried47.65FF= 47.97BF= 38.82Buried46.1645664116423147644555434548 10
450048118.0%8.0%8.0%8.0%8.0%8.00%8.00%8.00%8.00%8.00%4000LP402000430042504600OLR4200OLR4200OLR443642504075431540754443457146864630451844854377GAR=LP43 0
43 0
43 0
43 0
43 0 43 0
38 OLR
6426386366406346366386406426
3
4
630640638636634632630628626624622620618616614632640638636634644642644644642646646642642642644646648642642642642644646646648650652654656646646644646648642644646648644646648650652654644646
644648648644644636644644636634632630628626624622620618616614612636638638640 6246266286306326346366386406426266286306326426446446446406346366386
3
2 640642644646640642644646646642640646640642644646646
642642646642640638634644646648650652654656 RETAININGWALL W/HANDRAIL271.43 SDR 35/26 3.41% P78"186.79 SDR 35/26 1.50% P698"LEHIGH DR.ROSSUM L
N.
LEHIGH DR.MENASHA CT.4+005+006+007+008+009+0010+0011+0012+0013+00LOT 123
LOT 4LOT 3LOT 1
LOT 125
LOT 126 LOT 132 LOT 133LOT 144LOT 145LOT 146FREDERICK WATERESMT.FREDERICKWATER ESMT.FREDERICKWATER ESMT.LOT 127
LOT 124
LOT 122
LOT 5LOT 2LOT 128 LOT 129 LOT 130 LOT 131 LOT 134
LOT 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+0020+62.9821+0021+67.5718+32.93
SANITARY 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: #02-21
Rev. No. Date
01 6-14-2021
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"
S
D
R
3
5/
2
6
@
4.
0
5
%
89' - 8" SDR 35/26
@ 1.46%
217' - 8"
SDR 35/26
@ 3.13%
-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+00565
570
575
580
585
590
595
600
605
610
615
620
625
630
635
AA
0+88 =4" LAT. (24.25')L1 - INV=600.071+76 =4" LAT. (24.25')LOT 97 - INV=607.291+05 =4" LAT. (24.25')LOT 98 - INV=603.880+34 =4" LAT. (24.26')LOT 99 - INV=601.540+30 =4" LAT. (33.94')LOT 53 - INV=609.851+13 =4" LAT. (36.72')LOT 54 - INV=613.410+56 =4" LAT. (29.57')LOT 96 - INV=610.880+00 =4" LAT. (24.35')LOT 95 - INV=612.832+07 =4" LAT. (24.25')LOT 19 - INV=620.591+36 =4" LAT. (24.25')LOT 20 - INV=619.500+64 =4" LAT. (24.25')LOT 21 - INV=617.010+80 =4" LAT. (37.83')LOT 22 - INV=617.621+54 =4" LAT. (37.83')LOT 23 - INV=618.920+17 =4" LAT. (35.50')LOT 24 - INV=621.96565
570
575
580
585
590
595
600
605
610
615
620
625
630
635
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 - CL
5
2
@3.75%48' - 8" DIP - CL 52 @11.87%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=586.13MATCHLINEPROP. 8"W/L XINGPROP. 8"W/L XINGSEE SHEET
73 FOR
CONT.PROP. 15"STORM XINGPROP. 15"STORM XINGPROP. 48"STORM XINGGAR=FF= 20.01BF= 09.86W/O18.20GAR=FF= 15.93BF= 06.78Buried14.12FF= 23.28BF= 14.13Buried23.47GAR=FF= 19.23BF= 10.08Buried17.42GAR=GAR=FF= 26.11BF= 16.96Buried24.90GAR=FF= 23.67BF= 14.52Buried21.50REVArcadia IUArcadia IUFF= 30.78REVArcadia EUFF= 27.83Arcadia IUFF= 29.80REVArcadia IUFF= 28.83REVGAR=FF= 41.11BF= 31.96Buried39.30GAR=FF= 37.91BF= 28.76Buried36.10GAR=FF= 34.60BF= 25.45Buried32.80GAR=FF= 31.60BF= 22.45Buried29.80GAR=FF= 29.35BF= 21.20Buried27.54FF= 40.11BF= 29.96W/O38.30GAR=FF= 37.51BF= 27.36W/O35.70GAR=FF= 34.31BF= 24.16W/O32.50GAR=FF= 32.31BF= 22.16W/O30.50GAR=FF= 29.85BF= 19.70W/O28.04GAR=FF= 26.61BF= 16.46W/O24.80GAR=FF= 24.71BF= 14.56W/O22.90GAR=FF= 21.11BF= 10.96W/O19.30GAR=FF= 17.61BF= 07.46W/O15.80GAR=FF= 15.21BF= 05.06W/O13.40GAR=FF= 13.91BF= 03.76W/O12.10GAR=5.
1
5%
5
.
8
2%4.1
8%6.45%6.63%5.62%3.98%
4
.
0
5%
4
.
0
2%
3.
7
5
%8.0%8.0%8.00%7.19%5.98%5.54%5.07%4.18%4.28%5.18%3.22%3.40%3.73%3.09%5.08%6.86%2:12:12:12:13:1GAR=FF= 15.77BF= 05.62W/O13.963.97%3609334230722787253925542824312334533779230022992084177614331187106219011102147620770615741232294428552765267425861770091913621350229716921622243023003012301229132913281628162717271738803560335032303050293027502704265425502300LP3780352026703200235030002150275419042430158022401390188010301530068012900440116003102430HP23801250OLR1300135035003160295027042200183015001260351027042900323020508459LP1720876986458000INV0610LP22502250225022501618TOP36753408314028602587216018551523123210930964208315431166223316543538320728962611105613061319782100180025502300LP1000LP131222471642135011601160387012951315134605128659HP9460HP9410LP879287808733875384958529867988489506LP9556HP7600INV7600INV1200LP1987LP18002037HP620
618
616
614
612
636
634
63
2
63
0
62
8
62
6
624
622
6
2
0
6
1
86166146
1
2
6
08
61
0
5926
2
0
614
61
2
61
8 626624622618616616614610630628626625624623.5623622.7561
8 62261061061
0610 616618628626624612598600 602604
576.5576578580582584586588590592594596 606608572.8576.55745765905945925965986006026046065885845865825845866066086026045986005965945925905885866206206306286266286206226246106
0
8
6
0
6
6
0
4Rim=594
.28
In=579
.05Out=578
.85229.58 SDR 35/26 0.50% P508"NYLOPLAS
TDUCTILE IR
O
N
DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRO
N
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 100LOT 99LOT 98LOT 97LOT 96LOT 95LOT 21LOT 20LOT 19LOT 18LOT 17LOT 56LOT 57LOT 58LOT 55FREDERICKWATER ESMT.LOT 53LOT 54LOT 22LOT 23LOT 24LOT 25LOT 27LOT 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+50.56SANITARY 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: #02-21
Rev. No. Date
01 6-14-2021
63
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. AA-KKMATCHLINE9+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
615
620
625
630
635
640
645
650
655
660
665
2+63 =4" LAT. (25.46')LOT 15 - INV=629.951+94 =4" LAT. (33.35')LOT 16 - INV=627.671+24 =4" LAT. (35.44')LOT 17 - INV=626.310+55 =4" LAT. (31.74')LOT 18 - INV=623.770+96 =4" LAT. (27.47')LOT 25 - INV=625.191+74 =4" LAT. (27.54')LOT 26 - INV=628.462+51 =4" LAT. (35.42')LOT 27 - INV=631.661+95 =4" LAT. (29.62')LOT 12 - INV=640.081+25 =4" LAT. (33.04')LOT 13 - INV=636.260+56 =4" LAT. (30.66')LOT 14 - INV=633.650+73 =4" LAT. (30.29')LOT 28 - INV=634.991+52 =4" LAT. (29.66')LOT 29 - INV=638.142+32 =4" LAT. (37.33')LOT 30 - INV=641.362+28 =4" LAT. (30.22')LOT 8 - INV=644.141+56 =4" LAT. (35.21')LOT 9 - INV=646.010+87 =4" LAT. (34.14')LOT 10 - INV=645.340+17 =4" LAT. (27.23')LOT 11 - INV=643.960+83 =4" LAT. (28.18')LOT 31 - INV=642.561+63 =4" LAT. (27.02')LOT 32 - INV=644.932+41 =4" LAT. (33.91')LOT 33 - INV=644.952+69 =4" LAT. (34.53')LOT 7 - INV=645.52605
610
615
620
625
630
635
640
645
650
655
660
665
9+00
II
JJ
KK
10+55.45 = MHINV OUT = 628.50INV IN = 628.7012+93.38 = MHINV OUT = 638.80INV IN = 639.0015+61.89 = MHINV OUT = 642.29INV IN = 642.29TOP = 640.46TOP = 649.86TOP = 651.76269' - 8"
SDR 35/2
6
@ 3.46%
238' - 8"
SDR 35/
2
6
@ 4.25%
269' - 8"
SDR 35/26
@ 1.23%
RESTRAINT JOINTS (TYP.)PROP. 15"STORM XINGPROP. 15"STORM XINGTAYLOR, MICKEY W. & TAYLOR, LISA A.T.M. 65D-2-9JENNINGS INVESTMENTS LLCT.M. 65D-2-10AGLENMONT VILLAGE ASSOCIATIOND.B. 614 PG. 802Madison-EUGAR=FF= 50.06BF= 40.91Buried48.45FF= 41.80GAR=FF= 56.73BF= 47.58Buried54.92GAR=FF= 57.02BF= 47.87Buried55.21GAR=FF= 56.81BF= 47.66Buried55.00GAR=FF= 54.09BF= 44.94Buried52.28GAR=FF= 50.91BF= 41.76Buried49.10GAR=FF= 47.71BF= 38.56Buried45.90GAR=FF= 44.31BF= 35.16Buried42.50GAR=FF= 41.11BF= 31.96Buried39.30GAR=FF= 37.91BF= 28.76Buried36.10GAR=FF= 34.60BF= 25.45Buried32.80GAR=FF= 31.60BF= 22.45Buried29.80GAR=27.54GAR=49.71GAR=FF= 54.72BF= 45.57Buried52.91GAR=FF= 57.06BF= 47.91Buried55.25GAR=FF= 58.10BF= 48.95Buried56.29FF= 58.32BF=49.17Buried56.51GAR=FF= 57.84BF= 48.69Buried56.03GAR=FF= 56.69BF= 47.54Buried54.88GAR=FF= 53.78BF= 43.63w/o51.97GAR=FF= 50.01BF= 39.86W/O48.20GAR=FF= 47.41BF= 37.26W/O45.60GAR=FF= 43.71BF= 33.56W/O42.90GAR=FF= 41.51BF= 31.36W/O40.70GAR=FF= 40.11BF= 29.96W/O38.30GAR=FF= 37.51BF= 27.36W/O35.70GAR=FF= 34.31BF= 24.16W/O32.50GAR=FF= 32.31BF= 22.16W/O30.50GAR=8.0%8.0%8.0%8.00%7.83%7.78%8.00%6.13%2.90%3.10%3.08%4.58%5.15%5.82%4.18%6.45%5.62%3.98%4.05%4.02%3.75%3.74%4.05%3.71%3.70%3.73%5.41%5.45%7.80%2:12:146814946516752945327530751964963464144134144387236093342307227872554282431233453377941014433476050815272532752974748004114404740474047411454425471526054505240517849984860470045404350420040503880375035603350323030502930275027044120EP4150EP4180EP4921524151415475550055795469560154415553502354384688514742974770392045103660424032904020307037803030352026703200235030002155294200509753733500448047005461423039703730350031602950517845404860418035102704290032305392546345701618TOP1573TOP3069TOP472750365235532053115208501047464478421039433675340831402860258751965317530151424853452041923867353832072896261145054720490052005450387054004450652654654652654650
65
0
6
4
8
6
4
6
6
4
4642640638636634632630628626
654620630652
652646648650652
654654644646648650654646648650652642646648644642640638636634632630628658650648646648646644642640638636634632630628626624622630626624622628NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRON DO NOT POLLUTE DR
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 82LOT 830+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: #02-21
Rev. No. Date
01 6-14-2021
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
@1.07%121' - 8" SDR 35/26
@5.85
%
155' - 8" SDR 35
/
2
6
@
0
.
5
2
%
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.)
-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+50580
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
0+87 - 4" LAT - (38')LOT 52 - Inv=604.640+69 - 4" LAT - (33')LOT 51 - Inv=607.490+29 - 4" LAT - (28')LOT 103 - Inv=603.941+03 - 4" LAT - (27')LOT 104 - Inv=608.001+06 - 4" LAT - (38')LOT 49 - Inv=610.350+34 - 4" LAT - (38')LOT 50 - Inv=609.380+50 - 4" LAT - (24')LOT 105 - Inv=612.441+23 - 4" LAT - (24')LOT 106 - Inv=617.57LOT 107 - Inv=619.43LOT 48 - Inv=623.251+16 - 4" LAT - (36')LOT 47 - Inv=613.461+22 - 4" LAT - (26')LOT 108 - Inv=619.460+00 - 4" LAT - (25')0+00 - 4" LAT - (46')LOT 45 - Inv=614.430+76 - 4" LAT - (34')LOT 46 - Inv=614.580+44 - 4" LAT - (28')LOT 109 - Inv=618.001+04 - 4" LAT - (27')LOT 110 - Inv=616.021+13 - 4" LAT - (35')LOT 44 - Inv=615.210+00 - 4" LAT - (38')0+39 - 4" LAT - (28')LOT 111 - Inv=613.561+08 - 4" LAT - (28')LOT 112 - Inv=614.021+76 - 4" LAT - (24')LOT 113 - Inv=613.340+14 - 4" LAT - (38')LOT 43 - Inv=616.330+00 - 4" LAT - (24')LOT 113 - Inv=613.349+000+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.)PROP. 15"STORM XINGPROP. 48"STORM XINGPROP. 15"STORM XINGT.M. 65-A-55US HOME CORPORATION49.70 ACINST# 20 0008114ZONE: RPGAR=FF= 20.01BF= 09.86W/O18.20GAR=FF= 25.21BF= 15.06W/O23.40GAR=FF= 30.04BF= 19.89W/O28.23GAR=FF= 32.89BF= 22.74W/O31.08GAR=31.35FF= 33.16BF= 23.01W/OGAR=FF= 31.71BF= 21.56W/OGAR=FF= 29.77BF= 19.62W/OGAR=FF= 27.24BF= 17.09W/O29.9027.9625.83GAR=FF= 26.76BF= 16.61W/O24.95GAR=FF= 27.11BF= 16.96W/OGAR=FF= 29.06BF= 18.91W/OGAR=FF= 31.06BF= 20.91W/O25.3027.2529.25GAR=FF= 15.93BF= 06.78Buried14.12FF= 33.15BF= 24.00Buried31.34GAR=FF= 30.91BF= 21.76Buried29.10GAR=FF= 28.96BF= 19.81Buried27.15GAR=FF= 27.91BF= 18.76Buried26.10GAR=GAR=FF= 28.21BF= 19.06Buried27.30GAR=FF= 31.77BF= 22.62Buried29.96GAR=FF= 34.34BF= 25.19Buried32.53FF= 34.14BF= 24.99Buried32.33GAR=FF= 31.06BF= 21.91Buried29.25GAR=FF= 23.28BF= 14.13Buried23.47GAR=FF= 19.23BF= 10.08Buried17.42GAR=Arcadia EUFF= 39.67Arcadia IUFF= 39.67REVREVArcadia IUFF= 39.00REVArcadia IUFF= 39.00REVArcadia IUFF= 38.34REVArcadia EUFF= 38.34Arcadia EUFF= 36.44Arcadia IUFF= 36.44REVREVArcadia IUFF= 35.77REVArcadia IUFF= 35.10REVArcadia IUFF= 34.46REVArcadia EUFF= 33.77Arcadia EUFF= 32.67Arcadia IUFF= 32.68REVREVArcadia IUFF= 31.95REVArcadia IUFF= 31.08REVArcadia IUFF= 30.78REVFF= 27.83Arcadia IUFF= 29.80REVArcadia IUFF= 28.83REV12.10GAR=8.0%8.0%8.0%8.0%8.0%8.0%8.0%8.0%8.0%8.0%8.0%8.00%3.50%3.46%2.90%3.16%2.93%2.83%2.79%3.27%
3
.
03%2.75%6.65%7.19%4.89%3.10%4.22%4.00%3.72%3.35%2.65%2.90%4.30%3.89%3.56%5.98%3.09%2:12:13:1GAR=FF= 15.77BF= 05.62W/O13.963.97%106211021476207726552973299327402470234024432642286427752575239823522458265928603000297827032106157412323493345934023346329332373117308230231770229027733058220819221439091930852235294027462543209095164224451595248016302675182428752024136213503400308430142860279026652595256025002680252029462876320331233183311328752297169216224084408440174017401739003838343767376737673767357735773570357735103510344433793379331033103200320032013201312831283042304230123012291329132816271738343900344411602250LP1250OLR13001350370023602250LP2300LP241530742450363024702543274630088459LP2425OLR266517202246277329552380265028602860232523101093096411662233165427542999282125302352235624932694294410561306293027202506236923412433262628403123261319783200320113122630312022472896282516422968HP2275LP13501160116012951315134605128659HP9460HP9740HP9410LP9690LP2380OLR867988481200LP1987LP18002037HP6286266
2
4624628626
62
6
62
4
6
2
2
6
2
0
6
1
8
6
1
6
614
612
60861062862662662462462662662862863063063263263463663864062662662863063263462462662662862863063062862862862863063063062662862662462061461261862662462261661862261061061061061661862
8
628624612608614612616610606604602608612614588590584586592594596598606608602604598600596594592588628600598620620630630628626624622620618616618620610ARim=594.28DI-1In=579.05Out=578.85229.58 SDR 35/26 0.50% P508"THORNTON WAYLEHIGH DR.29+0030+007+008+009+0010+0011+0012+0013+0014+0015+0016+003+00LOT 114LOT 43LOT 46LOT 109LOT 108LOT 47LOT 48LOT 50LOT 100LOT 56LOT 57LOT 58LOT 59LOT 60LOT 61LOT 55FREDERICKWATER ESMT.LOT 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+50.56SANITARY 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: #02-21
Rev. No. Date
01 6-14-2021
65
03-09-2021
INT
21-05
88
3924L
AS SHOWN
PROPOSED GRADE
EXISTING
GRADE
230' - 8" S
D
R
35/26 @3.
0
0
%208' - 8" SDR 35/26
@5.57
%
208' - 8" SDR
35/26 @2.88%
196' - 8" SD
R
3
5/
2
6
@
0.
6
6
%
SAN. SEW. QQ-UUMATCHLINE9+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+002+15 - 4" LAT - (24')LOT 116 - Inv=620.561+58 - 4" LAT - (38')LOT 41 - Inv=620.490+86 - 4" LAT - (38')LOT 42 - Inv=618.260+72 - 4" LAT - (24')LOT 114 - Inv=615.361+44 - 4" LAT - (24')LOT 115 - Inv=617.391+84 - 4" LAT - (34')LOT 38 - Inv=634.300+95 - 4" LAT - (27')LOT 39 - Inv=629.180+12 - 4" LAT - (36')LOT 40 - Inv=624.450+49 - 4" LAT - (32')LOT 117 - Inv=624.041+19 - 4" LAT - (35')LOT 118 - Inv=627.621+89 - 4" LAT - (28')LOT 119 - Inv=631.211+58 - 4" LAT - (30')LOT 36 - Inv=639.580+75 - 4" LAT - (28')LOT 37 - Inv=637.160+39 - 4" LAT - (31')LOT 120 - Inv=633.651+08 - 4" LAT - (35')LOT 121 - Inv=635.491+76 - 4" LAT - (30')LOT 122 - Inv=637.221+05 - 4" LAT - (38')LOT 34 - Inv=641.360+37 - 4" LAT - (38')LOT 35 - Inv=641.280+33 - 4" LAT - (24')LOT 123 - Inv=638.881+08 - 4" LAT - (24')LOT 124 - Inv=639.381+96 - 4" LAT - (64')LOT 6 - Inv=643.991+96 - 4" LAT - (25')LOT 5 - Inv=641.60610
615
620
625
630
635
640
650
655
660
665
645
605605
610
615
620
625
630
635
640
645
650
655
660
665
RR
SS
TT
UU
INV OUT = 618.50INV IN = 618.704+38.31 = MHINV OUT = 630.30INV IN = 630.506+46.75 = MHINV OUT = 632.22INV IN = 632.428+42.70 = MHINV OUT = 637.81INV IN = 637.81TOP = 630.56TOP = 641.78TOP = 646.48TOP = 645.582+29.88 = MHPROP. 8"W/L XINGPROP. 15"STORM XING8+508+00 T.M. 65D-2-7ENDICOTT, KAITLYNT.M. 65-A-55US HOME CORPORATION49.70 ACINST# 20 0008114ZONE: RPArcadia EUFF= 42.18Arcadia IUFF= 41.51REVREVGAR=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= 37.81BF= 27.66W/OGAR=FF= 41.31BF= 31.16W/OGAR=FF= 44.97BF= 34.82W/OGAR=FF= 47.35BF= 37.20W/OGAR=FF= 49.05BF= 38.90W/O25.3027.2529.2532.5036.0039.5043.1645.5447.24GAR=FF= 50.12BF= 39.97W/O48.32GAR=FF= 50.81BF= 40.66W/O49.00GAR=FF= 50.31BF= 40.16W/O48.50GAR=FF= 50.06BF= 40.91Buried48.45GAR=FF= 50.61BF= 41.46Buried48.80GAR=FF= 51.36BF= 42.21Buried49.55GAR=FF= 49.68BF= 40.53Buried47.87GAR=FF= 46.98BF= 37.83Buried45.17FF= 41.81BF= 32.66Buried40.00FF= 37.11BF= 27.96Buried35.30FF= 33.15BF= 24.00Buried31.34GAR=GAR=GAR=FF= 30.91BF= 21.76Buried29.10GAR=FF= 28.96BF= 19.81Buried27.15GAR=FF= 27.91BF= 18.76Buried26.10GAR=Arcadia IUFF= 41.51REVArcadia IUFF= 40.84REVArcadia IUFF= 40.84REVArcadia EUFF= 40.84Arcadia EUFF= 39.67Arcadia IUFF= 39.67REVREVArcadia IUFF= 39.00REVArcadia IUFF= 39.00REVArcadia IUFF= 38.34REVArcadia EUFF= 38.34Arcadia EUFF= 36.44Arcadia IUFF= 36.44REVArcadia IUFF= 35.77REVArcadia IUFF= 35.10FF= 56.73BF= 47.58BuriedGAR=FF= 48.51BF= 39.36Buried46.70GAR=FF= 51.52BF= 42.37Buried49.71GAR=FF= 54.72BF= 45.57Buried52.91FF= 43.52BF= 34.37BuriedGAR=FF= 45.38BF= 36.23Buried43.57GAR=41.713.00%8.0%8.0%8.0%8.0%7.80%8.0%8.0%8.0%8.0%8.0%8.0%8.0%8.0%8.0%8.0%7.86%7.06%2.74%2.73%2.67%3.14%3.51%3.23%3.39%3.50%3.46%2.90%4.56%3.03%3.90%2.76%3.65%5.10%3.85%4.38%3.25%4.15%3.18%4.89%2:13:14963464143294591234024432642286432603740426245334700462646394699459144234167380234503098277525752398402940033940264007397739473917388737923773374337248016302675182428752024320050355039004266450446743824365447823932485040004800395047954800483048404905483047374656446739503880348034003084301428602790266525952560250041514151408440844084408440174017401740174017401739003887390038203834376737673767376735773577357035773535103834383439003440504093EP4120EP4150EP4180EP4620460049214854524151414077391141214307433640612250LP3700458023602250LP39002300LP44173480241530744000LP24503630470047324674450424704102HP3860410026654687390035504855265042603180286042TOP286045702310394941354397472750364066235624932694294433883886436045914690460451962341243326262840318635403903425244634628469846154102HP2275LP450547204289TOP446041003980403043304070327032203650BP3570TOP49004280460047454340BP44502380OLR43043043043043043038OLR652650
6426466446426406386366
3
4
6
3
2
6
3
0
6
2
8
62
6
624
624626626628628630630632634634638640644642644646648648646636636638632632634636638640640626626628630632634624636634632630628626624622620618616612636638638640644646644642644644644 640
64
6
640
642
644
646
640
642
644
646
6426446466486506466486506526466426
4
0
646
640
642
644
6
4
6
646
642628644646648650652654656618620THORNTON 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+0020+62.9821+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: #02-21
Rev. No. Date
01 6-14-2021
66
03-09-2021
INT
21-05
88
3924L
AS SHOWN
-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+50595
600
605
610
615
620
625
630
635
640
645
650
655
595
600
605
610
615
620
625
630
635
640
645
650
655
PROPOSED GRADE
EXISTING
GRADE
COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASTM D698
89' - 8" SDR
35/26
@ 1.23%
351' - 8"
SDR 35/26
@ 2.00%
SAN. SEW. GG-ZZ1+10.08=MHVVINV OUT=613.30INV IN=613.50110' - 8" SDR 35/26
@1.00%
73' - 8"
SDR 35/26
@0.55%
RESTRAINT JOINTS (TYP.)97' - 8" SDR 35/26 @6.48
%
GG
V V
WW
XX
YY
ZZ
0+00.00 = MHINV OUT = 612.00INV IN = 612.20INV IN = 612.203+68.51 = MHINV OUT = 621.69INV IN = 621.897+19.10 = MHINV OUT = 628.90INV IN = 628.90TOP = 623.37TOP = 623.55TOP = 626.17TOP = 630.45TOP = 633.21TOP = 639.640+62 - 4" LAT - (36')LOT 55 - Inv=621.310+04 - 4" LAT - (36')LOT 62 - Inv=628.060+43 - 4" LAT - (39')LOT 63 - Inv=629.110+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+29 - 4" LAT - (34')LOT 67 - Inv=631.490+38 - 4" LAT - (34')LOT 68 - Inv=631.741+01 - 4" LAT - (34')LOT 69 - Inv=633.241+23 - 4" LAT - (34')LOT 70 - Inv=633.811+43 - 4" LAT - (34')LOT 71 - Inv=634.101+61 - 4" LAT - (34')LOT 72 - Inv=634.331+83 - 4" LAT - (34')LOT 73 - Inv=634.661+95 - 4" LAT - (34')LOT 74 - Inv=634.672+59 - 4" LAT - (34')LOT 75 - Inv=631.932+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+34 - 4" LAT - (22')LOT 82 - Inv=636.753+14 - 4" LAT - (22')LOT 83 - Inv=636.542+92 - 4" LAT - (22')LOT 84 - Inv=636.232+70 - 4" LAT - (22')LOT 85 - Inv=636.092+48 - 4" LAT - (22')LOT 86 - Inv=635.752+26 - 4" LAT - (22')LOT 87 - Inv=635.061+66 - 4" LAT - (22')LOT 88 - Inv=626.421+49 - 4" LAT - (22')LOT 89 - Inv=626.961+27 - 4" LAT - (22')LOT 90 - Inv=627.601+06 - 4" LAT - (22')LOT 91 - Inv=628.070+83 - 4" LAT - (22')LOT 92 - Inv=628.960+61 - 4" LAT - (22')LOT 93 - Inv=629.050+42 - 4" LAT - (22')LOT 94 - Inv=629.603+51 - 4" LAT - (22')LOT 81 - Inv=637.020+00 - 4" LAT - (34')LOT 80 - Inv=634.41 0+58.0 = 30"INV = 617.29 1+68.9 = 30"INV = 616.08 5+70.7 = 18"INV = 631.35PIPE 56 - Inv=622.480+15 - 4" LAT - (38')PIPE 57 - Inv=625.690+36 - 4" LAT - (40')PIPE 58 - Inv=626.210+56 - 4" LAT - (40')PIPE 59 - Inv=626.640+76 - 4" LAT - (39')PIPE 60 - Inv=626.960+92 - 4" LAT - (35')PIPE 61 - Inv=627.360+00 - 4" LAT - (34')1+82.73 = MHINV OUT = 613.90INV IN = 614.102+79.96 = MHINV OUT = 620.40INV IN = 620.60PROP. 18"STORM XINGT.M. 65-A-55US HOME CORPORATION49.70 ACINST# 20 0008114ZONE: RPArcadia EUFF= 42.18Arcadia IUFF= 41.51REVREV2 Car GarMadison-EUREV2 Car GarMadison-EUMadison-IU2 Car GarMadison-IU2 Car GarMadison-IU2 Car GarMadison-IU2 Car GarMadison-IU2 Car Gar2 Car GarMadison-EUREV2 Car GarMadison-EUMadison-IU2 Car GarMadison-IU2 Car GarMadison-IU2 Car GarMadison-IU2 Car GarMadison-IU2 Car GarGAR=FF= 15.93BF= 06.78Buried14.12FF= 41.81BF= 32.66BuriedFF= 37.11BF= 27.96Buried35.30FF= 33.15BF= 24.00Buried31.34GAR=GAR=FF= 30.91BF= 21.76BuriedFF= 31.06BF= 21.91BuriedFF= 23.28BF= 14.13Buried23.47GAR=FF= 19.23BF= 10.08Buried17.42GAR=GAR=FF= 26.11BF= 16.96Buried24.90GAR=FF= 23.67BF= 14.52Buried21.50Arcadia IUFF= 41.51REVArcadia IUFF= 40.84REVArcadia IUFF= 40.84REVArcadia EUFF= 40.84Arcadia EUFF= 39.67Arcadia IUFF= 39.67REVREVArcadia IUFF= 39.00REVArcadia IUFF= 39.00REVArcadia IUFF= 38.34REVArcadia EUFF= 38.34Arcadia EUFF= 36.44Arcadia IUFF= 36.44REVREVArcadia IUFF= 35.77REVArcadia IUFF= 35.10REVArcadia IUFF= 34.46REVArcadia EUFF= 33.77Arcadia EUFF= 32.67Arcadia IUFF= 32.68REVREVArcadia IUFF= 31.95REVArcadia IUFF= 31.08REVArcadia IUFF= 30.78REVArcadia EUFF= 27.83Arcadia IUFF= 29.80REVArcadia IUFF= 28.83REVFF= 41.80FF= 41.14FF= 40.47FF= 39.80FF= 41.14FF= 41.14FF= 41.80FF= 39.04FF= 37.70FF= 37.04FF= 36.37FF= 38.37FF= 38.37FF= 39.04FF= 37.91BF= 28.76BuriedGAR=FF= 34.60BF= 25.45Buried32.80GAR=FF= 31.60BF= 22.45Buried29.80GAR=FF= 29.35BF= 21.20Buried27.54FF= 26.61BF= 16.46W/O24.80GAR=FF= 24.71BF= 14.56W/O22.90GAR=FF= 21.11BF= 10.96W/O19.30GAR=FF= 17.61BF= 07.46W/O15.80GAR=5.62%3.98%8.0%8.0%8.00%3.06%4.30%2.74%4.22%5.10%4.18%2.70%3.21%4.44%3.03%4.82%3.75%3.46%2.80%4.56%3.03%3.90%2.76%3.65%5.10%3.85%4.38%3.25%4.15%3.18%4.89%3.10%4.22%4.00%3.72%3.35%2.65%2.90%4.30%3.89%3.56%5.98%5.54%5.07%4.18%4.28%5.18%3.22%3.40%3.73%5.08%6.86%3:1255428242300229920841776143311871901110240294003397139383905387238383748372336863646360035483493402640073977394739173887379237733743371236783640349334593402334632933237311730823023294428552765267425861362135038803480340030142790259513169216222430230041514151408440844084408440174017401740174017401739003887390038203834376737673767376735773577357035773510351034443379337933103310320032003201320131283128304230423012301229132913281628162717271738343834390034444114411440474047398039803913391338373837377037703704363736373570357037044047404740474047411441143770377038373837523750335030502930275027042654405025502300LP4093EP4120EP4150EP4180EP4120EP4150EP4180EP2430158022401390188010301530122250LP2430HP23801250OLR1300135022001830150012603700236022502300LP34802415307441004000LP2704290036302050386041002250225022502250902160185515231232406620831543116633882611105626131978210018003200320125502300LP1000LP131216423270322013504340BP1200LP1987LP18002037HP612
6
3
8
6
3
6
6
34
6
3
2
630
6
2
4622620618616614612 634634636636638632632634636638640640626626628630632634626628628628628630630630626628614612618626624622618616616614600630628626625624623.5623622.75610610610610616618628626624612646648650652644642642608628620620644642640638636634632630628626620622624NYLOPLASTDUCTILE IRON DO NOT POLLUTE DR
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 87LOT 5520' FREDERICKWATER ESMT.FREDERICKWATER ESMT.LOT 53LOT 54LOT 22LOT 23LOT 24LOT 39LOT 40LOT 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+50.56SANITARY 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: #02-21
Rev. No. Date
01 6-14-2021
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+00
590
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
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 XING4.0'
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+18.55= 45° BEND03+21.05= 45° BEND07+73.48= AIR RELEASE VALVE08+67.56= 45° BEND08+77.51= 22.5° BEND12+84.48= 22.5° BEND12+86.98= 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. SAN LAT XINGPROP. SAN LAT XINGPROP. SAN LAT XINGPROP. SAN LAT XINGPROP. SAN LAT XINGPROP. SAN LAT XINGPROP. SAN LAT XINGPROP. SAN LAT XINGT.M. 65-
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NT.M. 65-A-7-7-8AFREDERICK COUNTYSANITATION AUTHORITYDB 493 PG 123Arcadia EU
FF= 42.18
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28.23
GAR=
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BF= 22.74
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31.08
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31.35
FF= 33.16
BF= 23.01
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FF= 31.71
BF= 21.56
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BF= 19.62
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3
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6
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d
40.00
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35.30
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BF= 24.00
Buried
31.34
GAR=
GAR=
GAR=
FF= 30.91
BF= 21.76
Buried
29.10
GAR=
FF= 28.96
BF= 19.81
Buried
27.15
GAR=
FF= 27.91
BF= 18.76
Buried
26.10
GAR=
GAR=
FF= 28.21
BF= 19.06
Buried
27.30 GAR=
FF= 31.77
BF= 22.62
Buried
29.96
GAR=
FF= 34.34
BF= 25.19
Buried
32.53
FF= 34.14
BF= 24.99
Buried
32.33GAR=
FF= 31.06
BF= 21.91
Buried
29.25GAR=
FF= 23.28
BF= 14.13
Buried
23.47GAR=FF= 19.23BF= 10.08Buried
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GAR
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FF= 2
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24.90
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FF= 40.84
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Arcadia IU
FF= 40.84
REV
Arcadia EU
FF= 40.84
Arcadia EU
FF= 39.67
Arcadia IU
FF= 39.67
REV
REV
Arcadia IU
FF= 39.00
REV
Arcadia IU
FF= 39.00
REV
Arcadia IU
FF= 38.34
REV
Arcadia EU
FF= 38.34
Arcadia EU
FF= 36.44
Arcadia IU
FF= 36.44
REV
REV
Arcadia IU
FF= 35.77
REV
Arcadia IU
FF= 35.10
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Arcadia IU
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Arcadia EU
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7
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Arcadia I
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5
REV
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FF= 31.08REV
Arcadia I
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FF= 30.7
8
REV
Arcadia E
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FF= 27.83
Arcadia I
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FF= 29.80REV
Arcadia I
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FF= 28.8
3
REV
FF= 41.80
FF= 41.14
FF= 40.47
FF= 39.80
FF= 41.14
FF= 41.14
FF= 41.80
FF= 39.04
FF= 37.70
FF= 37.04
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FF= 38.37
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FF= 3
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27.54
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GAR=
GAR=
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.
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:
1
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1 GAR=FF= 15.77BF= 05.62W/O13.963.
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28 55 27652674258617 70
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3
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4
7
8
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3
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2430
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2860
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74 90
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04 990900INV0900 2250
22 5022 50
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73 55INV
76 00INV
82 00TOP90TOP
2325
23104187394935134135 216018551523123210930964406620831543116622331654275429992821253023522356249326942944338838864360459146904604105613062930272025062369234124332626284031863540390342524463462846984615441646854634466831 23
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97 40HP
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06 99
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43 48
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34.46
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4420
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40783.54%6.13%6.78%5.15%4070
28684041415342794349447746034691
46014301430044054355451944094576446147044604483047004920485048304750FF= 45.32BF= 36.17Buried45.69FF= 48.07BF= 38.92BuriedFF= 46.36BF= 37.21BuriedFF= 47.50BF= 38.55Buried44.5543.5146.26FF= 49.35BF= 40.20Buried47.54FF= 50.61BF= 41.46Buried48.80FF= 51.51BF= 42.36Buried49.70FF= 50.61BF= 41.46Buried48.804231476445554345481048118.0%
8.0%
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GAR=
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25 00LP
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642638636640634
636
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0
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6
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0620632
630
628
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630630628626624622620618616620622624618
620
610 608606604RETAINI
N
G
WALL W/
HANDR
AI
L
RETAINI
N
G
WALL W/
HANDR
AIL
ERim=616.13In=592.55(N)In=592.55(E2)Out=592.3543.70 DIP - CL 52 20.00% P518"98.36 SDR 35/26 20.00% P5FRim=618.43In=607.30Out=607.10186.79
S
D
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3
5
/
2
6
1
.
5
0
%
P
6
9
8"E2Rim=617.47In=604.66Out=604.4659.58 DIP -
C
L
5
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1
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9
9
%
P
7
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8"
231.44 DI
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5
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P
1
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8"ARim=594.28DI-1In=579.05Out=578.85229.58 SD
R 3
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26 0.
5
0
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P
50
8"
335.94 DI
P -
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%
P
52
8"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 WATERW
A
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S
THORNT
O
N
W
A
Y
L
E
H
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G
H
D
R
.LEHIGH DR.ROS
S
UM
L
N
.
THORNTON
WAY
MEN
A
S
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A
C
T
.5+006+007+008+009+0010+0011+0012+0013+00
25+0
0
26+0
0
27
+
0
0
28
+
0
0
29
+
0
0
30
+
0
0
1
+
0
0
2
+
0
0
3+
0
0
4+0
0
5+00
6+00
7+00
8+00
9+00
10+00 11+00
12+00
13+00
14+00 15+0016+001+002+003+00
4+00
5+00
6+00
7+00
LO
T
1
2
3
LO
T
3
6
LO
T
3
8
LOT 114
LOT 43
LOT 46
LOT 109
LOT 108
LOT 47
LOT 48
LOT 50
L
O
T
1
0
0
L
O
T
9
9
L
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T
9
8
LO
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9
7
LO
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9
6
LOT
9
5
LOT 3LO
T
1
LOT 125LOT 126LOT 132
LOT 1
4
4
LOT
1
4
5
LOT 1
4
6
LOT 1
4
7
LOT 148
LOT
1
49
LOT 56
LOT 57
LOT 58
LOT 59
LOT 60
LOT 61
LOT 87
LOT 55
20' FRE
D
E
RI
C
K
WATER
E
S
M
T.
28' FRE
D
E
RI
C
K
WATER
E
S
M
T.28' FRE
D
E
RI
C
K
WATER
E
S
M
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FREDE
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S
M
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C
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WATER
E
S
M
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L
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T
5
3
LOT
5
4
LOT
2
2
LOT
2
3
LO
T
3
4
LOT
1
2
4
LO
T
3
5
LO
T
1
2
2
L
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T
1
2
1
L
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T
3
7
LO
T
1
2
0
LO
T
1
1
9
LOT
3
9
LOT
1
1
8
LOT 1
1
7
LOT 116
LOT 40
LOT 41
LOT 115
LOT 42
LOT 113
LOT 44
LOT 112
LOT 111
LOT 45
LOT 110
LOT 49
LOT 51 LOT 52LOT 107
LOT 106
LOT 105
LOT 10
4 LOT 103LOT 2LOT 128LOT 129LOT 130LOT 131
LOT 62
LOT 63
LOT 64
LOT 66
LOT 67
LOT 68
LOT 69
LOT 70
LOT 71
LOT 72
LOT 73
LOT 74
LOT 75
LOT 76
LOT 77
LOT 78
LOT 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
RECREAT
I
O
N
A
R
E
A
RECREAT
I
O
N
A
R
E
A
TYE CT.
TYE CT.LOT 142LOT 14320' FRE
D
E
RI
C
K
WATER
E
S
M
T.20' FREDE
RI
C
K
WATER
E
S
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T.20' FRED
E
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K
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WATER
E
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EX FW
P
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SEE NO
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O
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SHEET
25
FOREBA
Y
#
3
FOCAL
P
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N
T TYE CT.(PRIVATE)(PRIVATE)
(PRIVATE)35' RIPA
RI
A
N
BUFFE
R
35' RIP
A
RI
A
N
BUFFE
R
35' RIP
A
RI
A
N
BUFFE
R
0+00 1+00
2+00
30
+
2
9
.
8
5
7+71.89 0+005+59.8316+50.5632+10.
4
6
L.P.=60
0.
6
8
FREDE
RI
C
K
W
A
T
E
R
ESMT.
FREDE
RI
C
K
W
A
T
E
R
ESMT.18+37.78
19
+
0
0
20+0
0
20+62.98
21+00
21+67.5718+32.93FORCEMAIN 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: #02-21
Rev. No. Date
01 6-14-2021
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
PROP. 8"SAN. XINGPROP. 8"SAN XING14+48.83= 22.5° BEND16+80.46= 45° BEND16+82.96= 22.5° BEND20+47.55= 22.5° BEND20+50.05= 22.5° BEND25+68.17= 11.25° BEND25+70.67= 45° BEND26+40.76= WYE, 1-6" GV26+62.58= 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
18"
MIN.
4.0'
MIN.
4.0'
MIN.
4.0'
MIN.
625
630
625
PROP. SAN LAT XINGT.M. 65-
A-
72
EFG IN
V
E
S
T
M
E
N
T
S
L
L
C
DB. 955
P
G.
72
4
T.M. 65-
A-
4
9
B
US HOM
E
C
O
R
P
O
R
A
TI
O
N
24.09 A
C
INST# 20 0
0
08
1
1
4
ZONE:
R
P
T.M. 65-
A-7
2
EFG IN
V
E
S
T
M
E
N
T
S
LL
C
DB. 955
P
G. 7
24
GAR=
FF= 20.01BF= 09.86
W/O18.20GAR=
FF= 25.21
BF= 15.06
W/O
23.40
GAR=
FF= 30.04
BF= 19.89
W/O
28.23
GAR=
FF= 32.89
BF= 22.74
W/O
31.08
GAR=
31.35
FF= 33.16
BF= 23.01
W/O
GAR=
FF= 31.71
BF= 21.56
W/O
GAR=
FF= 29.77
BF= 19.62W/O
GAR=
FF= 27.24
BF= 17.09
W/O
29.90
27.96
25.83
GAR=
FF= 26.76
BF= 16.61
W/O
24.95
GAR=
FF= 27.11
BF= 16.96
W/O
GAR=
FF= 29.06
BF= 18.91
W/O
GAR=
FF= 31.06
BF= 20.91
W/O
GAR=
FF= 34.31
BF= 24.16
W/O
GAR=
FF= 37.
8
1
BF= 27.
6
6
W/O
GAR
=
FF= 4
1
.
3
1
BF= 3
1
.
1
6
W/O
GA
R
=
FF=
4
4
.
9
7
BF=
3
4
.
8
2
W/O
GA
R
=
FF
=
4
7
.
3
5
BF
=
3
7
.
2
0
W/
O
25.30
27.25
29.25
32.50
36.00
39.50
43.1
6
45.
5
4
40.00
FF= 37.1
1
BF= 27.9
6
Buried
35.30
FF= 33.15
BF= 24.00
Buried
31.34
GAR=
GAR=
GAR=
FF= 30.91
BF= 21.76
Buried
29.10
GAR=
FF= 28.96
BF= 19.81
Buried
27.15
GAR=
FF= 27.91
BF= 18.76
Buried
26.10
GAR=
GAR=
FF= 28.21BF= 19.06Buried
27.30 GAR=
FF= 31.77
BF= 22.62
Buried
29.96
GAR=
FF= 34.34
BF= 25.19
Buried
32.53
FF= 34.14
BF= 24.99
Buried
32.33GAR=
FF= 31.06
BF= 21.91
Buried
29.25GAR=
FF= 23.28
BF= 14.13
Buried
23.47GAR=Buried17.42GAR=
GAR=
GAR=
GAR=FF= 29.91BF= 19.76W/O28.10GAR=FF= 26
.81BF= 16
.66W/O25.00GAR=GAR=4.17%8.0%8.0%8.0%8.0%8.0%8.0%8.0%8.0%8.0%8.0%8.0%
8
.
0%
8.
0%
8.
0
0
%2.67%3.14%3.51%3.23%3.39%3.50%3.46%2.90%3.16%2.93%2.83%2.79%3.27%3.03%2
.
7
5%
6
.
6
5%
7.
1
9%2:13:1
2:12:
1
2:12:13:1 3:13:12:13:13:
1
2
:
1
GAR=FF= 15.77BF= 05.62W/O13.963.
9
7
%
3.17%
2.50%110214 76
20 77
26 55
29 73
29 93
27 402470
2340
2443
2642
2864
3260
3740
4167
3802
3450
3098
2775
2575
2398
2352
2458
26 59 28 60
30 00
29 78
27 03
21 06
15 74 123217 70
22 90
27 73
30 58
22 08
19 22
14 39
09 19
30 85
22 35
29 40
27 46
2543
20 90
18 95
1642
2445
1595
2480
1630
2675
1824
2875
2024
3200
2350
3550
2700
3900
3050
4266
3415
45
04
3950
3480
3084
3014
2860
2790
2665
2595
2560
2500
2680
25 20
29 46
28 76
32 03
31 23
31 83
31 13
28 75
22 97
16 92
35
3379 3310
32 0034
2760191016002250LP
2360
2250LP392300LP
3480
2415
3074
2450
2470
2543
27 46
30 08
84 59LP
17002540
EP/L
P
2425OLR
2665
17 20
22 46
27 73
29 55
2380
3900
3550
2650
4260
3180
2860
8769
86 45
2860 6250INV
2100
21 001300INV
95 50INV 5405INV
8000INV
04 99
20 60INV
2325
2310 116622331654275429992821253023522356249326942944338838861056130629302720250623692341243326262840318635403903425231 23
26 13
19 783200
26 30 31 20
22 47
28 96
28 25
16 42
2968HP2275LP 12 95
13 15 13 46
05 12
86 59HP
94 60HP
97 40HP
94 10LP
96 90LP
06 99
2450235023648792
87 8087 33
87 53
87062380OLR
3535
3244
3278
3718
3396
2546
2970
2120
2886 2036FF= 43
.
5
9
BF= 33
.
4
4
W/O
FF= 39
.
4
9
BF= 29
.
3
4
W/O
37.68
FF= 36
.
2
7
BF= 2
6
.
1
2
W/O
34.46
FF= 32.01
BF= 21.86
W/O
GAR=FF= 3
1
.
1
7BF= 2
1
.
02W/O29.3
6
3668
3346
28966.78%5.15%4.04%3.29%27
86
2861
3094
2868
3
2
67 2738268484 9585298679
82 07
8357
82 778317
30.20
88 48
95 06LP
95 56HP
76 00INV
76 00INV
634
636
626632630634642640638636634632630628626624624628626626624622620618616614612608620
622
616
613.5618
628
626
626
624
624
626
626
628
628
630
630632
634634638640636
626
624
626
626
628
628
630 630628
628
628
630
630
630
626628
626624620614556558560562564566568570572574576576.5576.5614614.5615615.5632
630628626624
6206266246226246226186166146126106086066046026006266186226
1
6
628628624
618
616 5986006
0
2604
57
6
.
5
57
6
5
7
8
58
0
5
8
2
5
8
4
5
8
6
5
8
8
5
9
0
5
9
25945966
0
6
6
0
8 563 563.5564
566
588590586584582580578594592596598600602604606606
614
612
616
586
608
606
604
602
598596
594
592
588
610
600
590 610
606604602608612614
588590584586592594596598600
572
574
576
578
580
582
584
586
564
566
568
570606608602604598600596594592590588
628626586
584586600598606
62
0
630630628626624622620618616618
620
ORim=628.20In=616.50Out=616.30271.43
S
D
R
3
5
/
2
6
3
.
4
1
%
P
7
8"NRim=623.91In=612.42Out=612.22169.40 SDR 35/26 2.2
9
%
P
6
8"ERim=616.13In=592.55(N)In=592.55(E2)Out=592.3543.70 DIP - CL 52 20.00% P518"98.36 SDR 35/26 20.00% P58"FRim=618.43In=607.30Out=607.10186.79
S
D
R
3
5
/
2
6
1
.
5
0
%
P
6
9
8"E2Rim=617.47In=604.66Out=604.4659.58 DIP
-
C
L
5
2
1
9
.
9
9
%
P
7
0
8"
231.44 DIP
-
C
L
5
2
1
.
0
5
%
P
1
3
6
8"ARim=594.28DI-1In=579.05Out=578.85229.58 SD
R
35/2
6
0.
50
%
P5
0
8"335.94 DIP - CL 52 0.50
%
P5
2
8"
THORNT
O
N
W
A
Y
L
E
H
I
G
H
D
R
.
MEN
A
S
H
A
C
T
.
30
+
0
0
4+0
0
5+00
6+00
7+00
8+00
9+00
10+00 11+00
12+00
13+00
14+00 15+00LOT 114
LOT 43
LOT 46
LOT 109
LOT 108
LOT 47
LOT 48
LOT 50
LOT
1
4
5
LOT 1
4
6
LOT 1
4
7
LOT 148
LOT 149LOT 15028' FRE
D
E
RI
C
K
WATER
E
S
M
T.
28' FRE
D
E
RI
C
K
WATER
E
S
M
T.
FREDE
RI
C
K
WATER
E
S
M
T.
LO
T
1
2
0
LO
T
1
1
9
LOT
3
9
LOT
1
1
8
LOT 1
1
7
LOT 116
LOT 40
LOT 41
LOT 115
LOT 42
LOT 113
LOT 44
LOT 112
LOT 111
LOT 45
LOT 110
LOT 49 LOT 51
LOT 107
LOT 106
LOT 105
LOT 10
4 LOT 103
20' FRE
D
E
RI
C
K
WATER
E
S
M
T.
20' FRE
D
E
RI
C
K
WATER
E
S
M
T.35' RIPA
RI
A
N
BUFFE
R
35' RIP
A
RI
A
N
BUFFER
3+00
4+00
4+31.2
9
30
+
2
9
.
8
5
LOT 15132+10.46
L.P.=60
0.6
8
25' FRE
D
E
RI
C
K
WATER
E
S
M
T.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: #02-21
Rev. No. Date
01 6-14-2021
69
03-09-2021
INT
21-05
88
3924L
AS SHOWN
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: #02-217003-09-2021INT21-05883924LRev. No. Date
SANITARY SEWER LATERAL COMPUTATIONS
SENSENY VILLAGE SUBDIVISION - PHASE 1
RED BUD MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIAN/A
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: #02-217103-09-2021INT21-05883924LRev. No. Date
SANITARY SEWER LATERAL COMPUTATIONS
SENSENY VILLAGE SUBDIVISION - PHASE 1
RED BUD MAGISTERIAL DISTRICT
FREDERICK 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: #02-217203-09-2021INT21-05883924LRev. No. Date
PUMP STATION SITE PLAN AND COMPUTATIONS
SENSENY VILLAGE SUBDIVISION - PHASE 1
RED BUD MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIANTS
L.P.=600.68PROP. 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 COATINGSINV IN = 576.74
INV OUT = 576.74SAN SEWER WET WELL - AAEXISTINGGRADEPROPOSED GRADEMUFFIN MONSTER PRE FAB MH
H20 LOAD RATED
SEE SHEETS59 & 63 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: #02-21PUMP 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: #02-21FREDERICK 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 LdLu = 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: #02-21VDOT 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: #02-21VDOT 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: #02-21VDOT 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: #02-21VDOT 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: #02-21DETAILS
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
D
R
A
I
N
S
T
O
W
A
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R
W
A
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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 DRAIN
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUT
E
D
R
A
I
N
S
T
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W
A
T
E
R
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A
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S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRA
I
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S
T
O
W
A
T
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A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRA
I
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S
T
O
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A
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W
A
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S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE
D
R
A
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S
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O
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A
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NYLOPLAST
DUCTILE IRONDO NOT POLLUTE D
R
A
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S
T
O
W
A
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W
A
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S
LO
T
2
6LOT 123LOT 36LOT 38
L
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1
1
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LO
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4
3
LOT
4
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LOT 1
0
9
LOT 108
LOT 47
LOT 48
LOT 50
LOT 100LOT 99LOT 98LOT 97
LO
T
9
6
L
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9
5
LO
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2
1
L
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2
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L
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9
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1
8
L
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1
7
LO
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1
6
LO
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1
5
LOT
1
4
LOT
1
3
LOT 1
2
LOT 11
LOT 10
LOT 9
LOT 4
LOT 3LOT 1LOT 125LOT 126LOT 132LOT 133LOT 138L
O
T
1
4
4
L
O
T
1
4
5
L
O
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1
4
6
L
O
T
1
4
7
L
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1
4
8
LOT 149LOT 150LOT 140
LOT 56LOT 57LOT 58LOT 59LOT 60LOT 61
LO
T
8
7
LOT 55LOT 127LOT 53
L
O
T
5
4
L
O
T
2
2
L
O
T
2
3
L
O
T
2
4
L
O
T
2
5
LO
T
2
7
LOT
2
8
LOT
2
9
LOT 30
LOT 31
LOT 32
LOT 33
LOT 34LOT 124LOT 35LOT 122LOT 121LOT 37LOT 120LOT
119
LO
T
3
9
LO
T
1
1
8
L
O
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1
1
7
L
O
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1
1
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L
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4
0
L
O
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L
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1
1
5
L
O
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4
2
LO
T
1
1
3
L
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4
4
LO
T
1
1
2
LO
T
1
1
1
LO
T
4
5
LOT
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
LO
T
6
3
LO
T
6
4
LO
T
6
6
LO
T
6
7
LO
T
6
8
LO
T
6
9
LO
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7
0
LO
T
7
1
LO
T
7
2
LO
T
7
3
LO
T
7
4
LO
T
7
5
LO
T
7
6
LO
T
7
7
LO
T
7
8
LO
T
7
9
L
O
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8
0
LO
T
8
1
LO
T
8
2
L
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8
3
LO
T
8
4
LO
T
8
5
LO
T
8
6
LO
T
8
8
LO
T
8
9
LO
T
9
0
L
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9
1
LO
T
9
2
LO
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9
3
LO
T
9
4
LO
T
6
5
10,993
SF
1
1
,
7
8
7
S
F
1
2
,
3
7
5
S
F
9,
4
9
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F
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5
0
9
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F
9,5
0
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S
F
9,5
1
1
S
F
9,51
7
S
F
9,543
S
F
9,469 S
F
9,499 SF
9,484 SF
9,454 SF11,010 SF12,325 SF10,009 SF8,974 SF9,360 SF10,279 SF10,244 SF9,339 SF10,199
SF10,136
SF9,645
SF
9
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5
9
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S
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1
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8
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2
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2
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9
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9
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9,
7
1
8
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9
7
9
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1
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9,7
1
8
S
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2
2
9
S
F
9,
2
1
0
S
F
9,
8
5
7
S
F
10,
5
2
5
S
F
9,3
2
8
S
F
9,331
S
F
10,5
3
0
S
F
10,193
S
F
10,298 SF
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
SF10,415
SF10,843
SF
1
1
,
1
5
0
S
F
1
2
,
8
3
8
S
F
1
3
,
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5
7
S
F
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,
4
1
5
S
F
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3
8
S
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,
8
5
2
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10
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8
1
6
S
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8
3
6
S
F
10,
8
4
2
S
F
10,8
4
2
S
F
10,85
2
S
F
10,82
7
S
F
12,488 SF
13,484 SF
12,245 SF
11,631 SF11,236 SF11,373 SF11,373 SF12,775 SF
15,194 SF
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
S
F
8,
4
7
6
S
F
9,
4
7
6
S
F
9,
4
1
7
S
F
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6
5
5
S
F
12,308 SF9,648 SF11,211
SF11,849 SF3,
2
0
5
S
F
2,1
0
5
S
F
2,
1
0
5
S
F
2,1
0
5
S
F
2,
1
0
5
S
F
2,1
0
5
S
F
3,2
0
5
S
F
3,
2
0
5
S
F
2,
1
0
5
S
F
2,1
0
5
S
F
2,
1
0
5
S
F
2,1
0
5
S
F
2,1
0
5
S
F
3,2
0
5
S
F
3,307 SF2,016 SF1,961 SF1,945 SF1,965 SF1,941 SF1,954 SF3,220 SF
3,
2
6
5
S
F
1,9
4
8
S
F
1,9
3
8
S
F
1,
9
2
4
S
F
1,
9
2
3
S
F
3,
1
7
4
S
F
3,3
5
7
S
F
1,
9
1
3
S
F
1,
9
1
3
S
F
1,9
1
3
S
F
1,
9
1
3
S
F
3,
1
5
7
S
F
3,3
5
7
S
F
1,9
1
3
S
F
1,9
1
3
S
F
1,9
1
3
S
F
1,9
1
3
S
F
3,
1
5
7
S
F
R
E
C
R
E
A
T
I
O
N
A
R
E
A
R
E
C
R
E
A
T
I
O
N
A
R
E
ALOT 142LOT 1439,201 SF9,357 SFLOT 26
LOT 21
LOT 20
LOT 19
LOT 18
LOT 17
LOT 16
LOT 15
LOT 14
LOT 13
LOT 12
LOT 11
LOT 10
LOT 87
LOT 22
LOT 23
LOT 24
LOT 25
LOT 27
LOT 28
LOT 29
LOT 30
LOT 31
LOT 74
LOT 75
LOT 76
LOT 77
LOT 81
LOT 82
LOT 83
LOT 84
LOT 85
LOT 86
LOT 88
LOT 89
LOT 90
LOT 91
LOT 92
LOT 93
0+00
1+0
0
2+
0
0
3+
0
0
4+
0
0
4+
3
1
.
2
9
LOT 15117,910 SF18+37.7819+002
0
+
0
0
20+
6
2
.
9
8
21+
0
0
21+
6
7
.
5
718+32.9327'
FIRE
HYDRANT
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
L
E
H
I
G
H
D
R
.LEHIGH DR.LEHIGH DR.HOPKI
N
S
WA
YROSSUM LN.THORNTON WAYLEHIGH DR.LEHIGH DR.M
E
N
A
S
H
A
C
T
.
TYE
C
T
.
TY
E
C
T
.27'27'
27'
2
7
'27'27'27'27'27'27'
27'48'48'48'
2
4
'24'24'24'2
4
'
2
4
'
THORNTON WAY
24
'
26'
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
"MODIFIED D"
SIGN TYPE
"MODIFIED D"
SIGN TYPE "A"
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"26'24'
2
6'
FIRE
HYDRANT
SIGN TYPE "A"GLENRIDGE
DR
.
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: #02-21
Rev. No. Date
01 6-14-2021
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
1866285
8
242
240380912CG-12BCG-12B
CG-12B
CG-12B
CG-12B
CG-12B
STOP
SIGN
STOP
SIGN
STREET
SIGN
STREET
LIGHT
STREET
SIGN
STREET
LIGHT
280' SD
280' SD
280' SD
280' SD280' SDSIGHT
DISTANCE
ESM'T
R.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
SUBDIVISION SIGN
STORM
DRAINAGE
ESM'T
CG-9B
(TYP)
CG-9B
(TYP)
CG-9B
(TYP)
CG-9B
(TYP)
CG-9B
(TYP)CG-11C
G
-
1
1
INGRESS/
EGRESS
ESMT
INGRESS/
EGRESS
ESMT18+37.7819+002
0
+
0
0
20+
6
2
.
9
8
21+
0
0
21+
6
7
.
5
718+32.93LEHIGH DR.ROSSUM LN.THORNTON WAYLEHIGH DR.
TY
E
C
T
.
STREET
LIGHT
STREET
LIGHT
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
528CG-12B
CG-12B
STOP
SIGN
STREET
SIGN
STREET
LIGHT
SIGHTDISTANCE
ESM'T
CG-9B
(TYP)
CG-11
16.0'
S
T
R
E
E
T
LI
G
H
T
STREET
LIGHT 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: #02-21LANDSCAPE 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
3924LMATCH LINE SHEET 86MATCH LINE SHEET 83 MATCH LINE SHEET 83 MATCH LINE SHEET 81TYPICAL PHOTOMETRIC
PATTERN
Note:
1. All lighting will conform to section
165-201.07 and be full downcast,
shielded, and full cutoff.
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DR
AINS TO WATERW
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAIN
S
T
O WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT
POLLUTE DRAINS T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAI
N
S
TO WATERWAYS
STREET
LIGHT
2
8
0
'
S
D
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
E
H
I
G
H
D
R
.
HOPKI
NS
WAY
HOPKI
NS
WAY
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
Az / Azalea x Rosebud / Rosebud Azalea 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: #02-21LANDSCAPE 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
MATC
H LI
N
E
S
H
E
ET 85MATCH LINE SHEET 86MATCH LINE SHEET 80M
A
T
C
H
L
I
N
E
S
H
E
E
T
86
6' DIAM
M
H
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
D
R
A
I
N
S
T
O
WATERWAYS280' SD280' SD280'
SD
2
8
0
'
SD
2
8
0
'
SD
SIGHT
DISTA
N
C
E
ESM'T
SIGHT
DISTANCE
ESM'T
T
H
O
R
N
T
O
N
W
A
Y
LE
H
I
G
H
D
R
.LEHIGH
DR
.
TYE
C
T
.1 Ca 1 Cs 4 Iv3 Ad5 Hs 2 Vc
3 Vm
2 Mf2 An 1 Hh2 Ann
6 Ls3 At
2 Ef 3 Vm
STREET
LIGHT
S
T
R
E
E
T
LI
G
H
T
STRE
ET
LIGHT
STREET
LIGHT
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
Az / Azalea x Rosebud / Rosebud Azalea
170
528CG-12B
CG-12B
STOP
SIGN
STREET
SIGN
STREET
LIGHT
SIGHTDISTANCE
ESM'T
CG-9B
(TYP)
CG-11
16.0'
S
T
R
E
E
T
LI
G
H
T
STREET
LIGHT 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: #02-21LANDSCAPE 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 MA
TCH
L
IN
E
SH
EE
T
8
5
MATCH LINE SHEET 80
MATCH LINE SHEET 83MATCH LINE SHEET 21TYPICAL
PHOTOMETRIC
PATTERN
1"=30'
8080
CG-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-11
INGRESS/
EGRESS
ESMT LEHIGH DR.M
E
N
A
S
H
A
C
T
.
TURF
TURF
STREET
LIGHT
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
Az / Azalea x Rosebud / Rosebud Azalea
170
528CG-12B
CG-12B
STOP
SIGN
STREET
SIGN
STREET
LIGHT
SIGHTDISTANCE
ESM'T
CG-9B
(TYP)
CG-11
16.0'
S
T
R
E
E
T
LI
G
H
T
STREET
LIGHT 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: #02-21LANDSCAPE 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'
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)
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE
DRAIN
S
TO W
ATERWAYSNYLOPLAST
DUCTILE I
R
ONDO NOT POLLUTE DR
A
I
NS T
O
WATE
RWA
YS
NYLOPLAST
DUCTILE IR
ON
DO NOT POLLUTE
DRAI
N
S
TO W
ATE
R
WAY
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DR
A
I
NS T
O
WAT
E
RWAY
S
170528CG-12BCG-12BSTOPSIGNSTREETSIGNSTREETLIGHT28
0
'
S
D
280'
S
D
280'
S
D
SIGHTDISTANCEESM'T50' NO DISTURB ESMT.PER PROFFER #B3CG-9B(TYP)CG-9B(TYP)CG-1116.0'23.
0
'16.0'53.3'20'R20'REPEP
EP
EP
EP
EP
EP
EP
LE
H
I
G
H
D
R
.
TURFSTREET
LIGHT
TURF
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
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
528CG-12B
CG-12B
STOP
SIGN
STREET
SIGN
STREET
LIGHT
SIGHTDISTANCE
ESM'T
CG-9B
(TYP)
CG-11
16.0'
S
T
R
E
E
T
LI
G
H
T
STREET
LIGHT 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: #02-21LANDSCAPE 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 85MA
T
C
H
L
I
N
E
S
H
E
E
T
8
2
TYPICAL 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'
D
I
A
M
M
H
NYLOPLAST
DUCTILE IRONDO NOT POLLU
T
E
D
RAINS
T
O
W
ATERW
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT PO
LLUTE
D
R
A
I
NS TO
W
A
T
E
RWAY
S
122846
846
180
628ST
O
P
S
I
G
N
CG-
1
2
B
ST
R
E
E
T
SIG
N
CG-
1
2
B
CG-
1
2
B
CG-
1
2
B
ST
O
P
SIG
N
ST
R
E
E
T
LIG
H
T
ST
R
E
E
T
SIG
N
ST
O
P
SIG
N
ST
R
E
E
T
LIG
H
T
CG-
1
2
B
280' SD280' SD280' SD280' SD280' SD280' SDSI
G
H
T
D
I
S
T
A
N
C
E
E
S
M
'
T
50'
N
O
D
I
S
T
U
R
B
E
S
M
T
.
PE
R
P
R
O
F
F
E
R
#
B
3
50'
N
O
D
I
S
T
U
R
B
ES
M
T
.
P
E
R
PR
O
F
F
E
R
#
B
3
CG-
9
B
(TY
P
)
CG-
9
B
(TY
P
)
CG-11 CG-11CG-11CG-11CG-11LEHIGH DR.HOPKINS WAY HOPKINS WAY
GLENRIDGE DRIVESTREET
LIGHT
STREET
LIGHT
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
1 Ca
1 Cs
4 Iv
3 Ad
5 Hs
2 Vc
3 Vm
2 Mf
2 An 1 Hh
2 Ann
6 Ls 3 At
2 Ef 3 Vm
846
STREET
SIGN
STOP
SIGN
STREET
LIGHT
CG-12B
280' SD280' SDCG-11
GLENRIDGE DRIVESTREET
LIGHT 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: #02-21LANDSCAPE AND LIGHTING PLANRev. No. Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAAS SHOWN
85
03-09-2021
INT
21-05
88
3924L
Az Azalea x Rosebud Rosebud Azalea 3 gal.24
Red Maple Acer rubrum
ABB BOTANIC NAME COMMON NAME QUANTITY SIZE
Ar
PROPOSED TREE PLANTINGS
85
PROPOSED SHRUB PLANTINGS
2.5" cal, B&B
26Japanese ZelkovaZelkova serrata Zs 2.5" cal, B&B
77Sugar MapleAcer saccharumAs
2.5" cal, B&B23Silver LindenTilia tomentosaTt
78Red OakQuercus rubraQr 2.5" cal, B&B
2.5" cal, B&B
2.5" cal, B&B27Flowering CrabappleMalus sp.Ms
3" EARTH
SAUCER
EXISTING SUB-BASE
BACKFILL WITH SOIL MIX
OF 3/4 EXISTING SOIL
& 1/4 ORGANIC MATTER
REMOVE BURLAP FROM
TOP 1/2 OF ROOT BALL
SET TOP 1/8 OF ROOT BALL
ABOVE FINISHED GRADE
REMOVE PROBLEM,
DISEASED OR WEAK
BRANCHES ONLY. LEAVE
PLANT'S NATURAL
FORM INTACT
SHRUB PLANTING DETAIL
NOT TO SCALE
3" MULCH
6" MIN
12"
MIN
STREET TREE LANDSCAPING 165-203.01 (A)(1) - s.f. residential:
Street tree landscaping shall require one street tree for every 40 feet of
street frontage in a residential development. Two or more street trees shall be
planted on each building lot. **The Zoning Administrator may allow fewer
than two street trees for an individual building lot if topographical features,
utilities, easements, or the width of the lot makes it impractical to do so.
11,793 LF OF FRONTAGE PROPOSED / 40 = (294.8) 295 TREES REQUIRED
297 TREES PROVIDED
STREET TREES REQUIRED (165-203.01 (A)(2) - town house:
ORNAMENTAL SHRUBS: 6 PER 5 UNITS
40 UNITS / 5 = 8 X 6 = 48 SHRUBS REQUIRED, 48 SHRUBS PROVIDED
ORNAMENTAL TREES: 2 PER 5 UNITS
40 UNITS / 5 = 8 X 2 =16 TREES REQUIRED, 16 TREES PROVIDED
INTERIOR PARKING LOT LANDSCAPING (165-202.01(D)(13)(a)&(b)):
1 TREE PER 10 SPACES
34 SPACES PROPOSED/10 (1 TREE PER 10 SPACES)=
3 TREES REQUIRED, 3 TREES PROVIDED
1 TREE PER 2,000 SF IMPERVIOUS PARKING AREA
843 SF IMPERVIOUS PARKING AREA (843 / 2,000 = .42) 0 TREES REQUIRED
PARKING SCREENING
111 - EVERGREEN SHRUBS
GENERAL CONDITIONS
SCOPE OF WORK
THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT TO COMPLETE
ALL LANDSCAPE WORK AS SHOWN ON THE PLANS AND SPECIFICATIONS.
NOTE: IF CONTRACTOR BIDS ACCORDING TO THE PLANT LIST, HE/SHE SHOULD THOROUGHLY CHECK THE
PLANT LIST QUANTITIES WITH THE SYMBOLS DRAWN ON THE PLAN TO ENSURE THERE ARE NO
DISCREPANCIES. IF THERE IS A DISCREPANCY BETWEEN THE DRAWING AND THE PLANT LIST, THE DRAWING
TAKES PRECEDENCE.
STANDARDS
ALL PLANT MATERIAL WILL CONFORM TO THE CURRENT ISSUE OF THE AMERICAN STANDARD FOR NURSERY
STOCK PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION (ANLA).PLANT MATERIAL MUST
BE SELECTED FROM NURSERIES THAT HAVE BEEN INSPECTED AND CERTIFIED BY STATE PLANT
INSPECTORS. COLLECTED MATERIAL MAY BE USED ONLY WHEN APPROVED BY OWNER'S REPRESENTATIVE.
NOMENCLATURE WILL BE IN ACCORDANCE WITH HORTUS III BY L.H. BAILEY.
ALL PLANTING SHALL CONFORM WITH 165-203.01 - B OF THE FREDERICK COUNTY ZONING ORDINANCE
(PLANT SELECTION, PLANTING PROCEDURE, AND MAINTENANCE.
ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING
DEPARTMENT.
SUBSTITUTIONS: PRE-BID
IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO MAKE EVERY REASONABLE EFFORT TO FIND THE
PLANTS SPECIFIED BY THE LANDSCAPE ARCHITECT. THE LANDSCAPE CONTRACTOR MAY OFFER
SUBSTITUTIONS TO THE LANDSCAPE ARCHITECT FOR HIS/HER CONSIDERATION. THE LANDSCAPE
CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT IF THERE ARE KNOWN DISEASES OR INSECT
RESISTANT SPECIES THAT CAN BE SUBSTITUTED FOR A SELECTED PLANT. THE CONTRACTOR SHALL
SUBMIT A BASE BID AS PER PLAN PLUS PRICE CLARIFICATIONS FOR ALL RECOMMENDED SUBSTITUTIONS.
SUBSTITUTIONS: POST-BID
IT IS THE INTENT TO ELIMINATE POST-BID SUBSTITUTIONS. HOWEVER, IN THE EVENT THAT THE CONTRACT
MATERIAL HAS BECOME UNAVAILABLE, AN APPROPRIATE SUBSTITUTION MUST BE APPROVED BY THE
OWNER'S REPRESENTATIVE.
UTILITIES AND UNDERGROUND FEATURES
THE LANDSCAPE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND/OR THE GENERAL CONTRACTOR IN
ADVANCE OF CONSTRUCTION TO LOCATE UTILITIES. IF THERE IS A CONFLICT WITH UTILITIES AND THE
PLANTING, THE LANDSCAPE ARCHITECT SHALL BE RESPONSIBLE FOR RELOCATING PLANTS PRIOR TO THE
PLANTING PROCESS. ANY COST DUE TO RELOCATING AFTER PLANTING SHALL BE BORNE BY THE OWNER. IF
PLANTS ARE TO BE INSTALLED IN AREAS THAT SHOW OBVIOUS POOR DRAINAGE, AND THE PLANTS ARE
INAPPROPRIATE FOR THAT CONDITION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE
ARCHITECT AND OWNER. IF THEY DEEM NECESSARY, THE PLANTS SHALL BE RELOCATED, THE CONTRACT
SHALL BE ADJUSTED TO ALLOW FOR DRAINAGE CORRECTION AT A NEGOTIATED COST, OR THE PLANT
SELECTION MODIFIED BY THE LANDSCAPE ARCHITECT TO ACCOMMODATE THE POOR DRAINAGE.
TREES AND/OR SHRUBS SHALL NOT BE PLACED WITHIN FREDERICK WATER EASEMENTS
WARRANTY
THE STANDARD WARRANTY IS FOR ONE (1) YEAR PERIOD, EXCLUDING BULBS, SOD AND ANNUALS,
COMMENCING ON THE DATE OF INITIAL ACCEPTANCE. ALL PLANTS SHALL BE ALIVE AND IN SATISFACTORY
GROWTH AT THE END OF THE GUARANTEE PERIOD. ANY MATERIAL THAT IS 25% DEAD OR MORE SHALL BE
CONSIDERED DEAD AND MUST BE REPLACED AT NO CHARGE. A TREE SHALL BE CONSIDERED DEAD WHEN
THE MAIN LEADER HAS DIED BACK, OR 25% OF THE CROWN IS DEAD. REPLACEMENTS SHALL BE MADE
DURING THE NEXT PLANTING PERIOD. REPLACEMENTS SHALL BE OF THE SAME TYPE, SIZE AND QUALITY AS
ORIGINAL SPECIES UNLESS OTHERWISE NEGOTIATED.
STANDARDS
A. PLANTS WILL BE IN ACCORDANCE WITH THE CURRENT ANLA'S STANDARDS AND
CONFORM IN GENERAL TO REPRESENTATIVE SPECIES.
B. BALLED AND BURLAPPED (B&B)
1. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM ROOT BALLS FREE OF
NOXIOUS WEEDS. THERE SHOULD BE NO EXCESS SOIL ON TOP OF THE ROOTBALL OR AROUND THE
TRUNK
2. BALL SIZES SHALL BE IN ACCORDANCE WITH ANLA STANDARDS.
3. CALIPER AND HEIGHT MEASUREMENT: IN SIZE GRADING B&B SINGLE TRUNK
TREES,CALIPER SHALL TAKE PRECEDENCE OVER HEIGHT. CALIPER OF THE TRUNK SHALL
BE TAKEN 6" ABOVE GROUND LEVEL (UP TO AND INCLUDING 4" CALIPER SIZE) AND 12"
ABOVE THE GROUND LEVEL FOR LARGER TREES. FOR MULTIPLE-TRUNK TREES, HEIGHT
MEASUREMENT SHALL TAKE PRECEDENCE OVER CALIPER.
C. CONTAINER - GROWN STOCK
1. THE SIZE OF CONTAINER-GROWN SHRUBS IS MEASURED BY HEIGHT AND WIDTH OF THE PLANT.
CONTAINER-GROWN TREES ARE MEASURED BY THE SAME STANDARDS LISTED IN B.3. ABOVE.
2. THE ROOT SYSTEM OF CONTAINER-GROWN PLANTS SHALL BE WELL DEVELOPED AND WELL
DISTRIBUTED THROUGH OUT THE CONTAINER.
3. ALL CONTAINER-GROWN TREES AND SHRUBS THAT HAVE CIRCLING (GIRDLING) AND
MATTED ROOTS SHALL BE TREATED IN THE FOLLOWING MANNER PRIOR TO PLANTING: SEPARATE
THE ROOTS BY HAND, UNTANGLING SO CIRCLING ROOTS WILL NOT DAMAGE FUTURE OF THE PLANT.
SEE PLANTING PROCEDURES FOR ALL CONTAINER-GROWN TREES & SHRUBS IN THIS SECTION.
4. ALL CONTAINER-GROWN PLANTS SHOULD BE GROUPED AND WATERED DAILY UNTIL THEY ARE
PLANTED IN THE LANDSCAPE, THE SOIL SHALL BE KEPT MOIST WITH THE EQUIVALENT OF ONE-INCH
OF RAINFALL PER WEEK.
D. PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION. SEE PRUNING
DETAIL FOR TREES IN THIS SECTION.
E. ALL PLANT MATERIAL IN TRANSIT SHALL BE COVERED TO KEEP MATERIAL FROM DRYING OUT. THE
COVERING SHALL COMPLY WITH THE STATE AND LOCAL LAWS PERTAINING TO THE TRANSPORT OF
MATERIALS.
F. TREES SHALL BE PLACED IN AN UPRIGHT POSITION WITH THE ROOTBALL COVERED BY MULCH AND
KEPT MOIST. TREES AND SHRUBS SHOULD NOT BE LEFT ON SITE UNPLANTED FOR MORE THAN
24-HOURS WITHOUT ADEQUATE WATER TO INSURE ROOT SURVIVAL.
MATCH LINE SHEET 81
MATCH LINE SHEET 82MATCH LINE SHEET 84
6LsLobelia siphilitica Blue Cardinal Flower
Vc Vaccinium corymbosum Highbush Blueberry 3 gal2
New England AsterAster novae angliae
ABB BOTANIC NAME COMMON NAME QUANTITY SIZE
An
PROPOSED FOCAL POINT PLANTING
2 3" pot
6American Cranberry BushVaccinium macrocarponVm 3 gal
3ButterflyweedAsclepias tuberosaAt
1 gal.1SneezeweedHelenium hoopesiiHh
5Goat's BeardAruncus dioicusAd 2" cal, B&B
3 gal1SummersweetClethra alnifoliaCa
2EfEupatorium fistulosum Joe Pye Weed
bulb2AnnAnemone nemorosa Wood Anemone
Mf Monarda fistulosa Bergamont 1 qt.2
5Stella de Oro DaylilyHemerocallis 'Stella de Oro'Hs 1 gal.
3 gal1Red Osier DogwoodCornus sericeaCs
4Blue Flag IrisIris versicolorIv
3" pot
3" pot
3" pot
3" pot
LANDSCAPING NOTE:
PLANT SYMBOLS DO NOT REPRESENT
ACTUAL PLANT SIZES SEE PLANT KEY
FOR SIZING
PROPOSED STREET LIGHT
TYPICAL PHOTOMETRIC PATTERN
PHOTOMETRIC NOTE:
ALL LIGHTING WILL CONFORM TO
ZONING ORDINANCE SECTION 165-201.07
AND BE FULL DOWNCAST, SHIELDED,
AND FULL CUTOFF.
36" Ht67ImIlex x meserveae 'Mesdob'China Boy Holly
36" ht.44
24VcViburnum carlesii Spice Baby Korean Spice Viburnum
B g Buxus x 'Green Mountain'Green Mountain Boxwood
#3 cont.
WET POND LANDSCAPING:
TURF SHALL BE PROVIDED IN WET POND(S) & POND BUFFERS, PER TABLE 14.3.
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)
6' DIAM
M
H
1816122 846180628
STOP SIGNCG-12BSTREETSIGNCG-12BCG-12BCG-12BSTOPSIGNSTREETLIGHT28
0
'
S
D
280' SD
280'
S
D
280' SD
280' S
D
SIGHT
DISTAN
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/EGRESSESMTINGRESS/EGRESSESMTINGRESS/EGRESSESMTTHORNTON WAY
LEHIGH D
R
.
TYE CT.
TYE CT.1 Ca1 Cs4 Iv3 Ad5 Hs2 Vc3 Vm2 Mf2 An1 Hh2 Ann6 Ls3 At2 Ef3 VmSTREET
LIGHT
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
528CG-12B
CG-12B
STOP
SIGN
STREET
SIGN
STREET
LIGHT
SIGHTDISTANCE
ESM'T
CG-9B
(TYP)
CG-11
16.0'
S
T
R
E
E
T
LI
G
H
T
STREET
LIGHT 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: #02-21LANDSCAPE AND LIGHTING PLANRev. No. Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA86
03-09-2021
INT
21-05
88
3924L
M
A
T
C
H
L
I
N
E
S
H
E
E
T
8
3MATCH LINE SHEET 80M
A
T
C
H
L
I
N
E
S
H
E
E
T
8
0 MATCH LINE SHEET 81MATCH LINE SHEET 82
MATCH
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: #02-21
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: #02-21
FOR INFORMATIONAL PURPOSES ONLY
PER PROFFER
C2
PER PROFFER
C2
PER PROFFER
C3
PER PROFFER
C3