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1"=1000'FAIRFAX DOWNS SUBDIVISIONSUBDIVISION DESIGN PLANOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VASP# 01-21Gas:Shenandoah Gas Co.P.O. Box 2400Winchester, VA 22604(540) 869-1111Phone:VerizonP.O. Box 17398Baltimore, MD 21297(301) 954-6282Water/Sewer: Frederick WaterP.O. Box 1877Winchester, VA. 22604(540) 868-1061UTILITY NOTICE REQUIREDContractors shall notify all public utility operators who maintain underground utility lines in thearea 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 telephonenumbers of the operators of underground utility lines appear below. These numbers shall also beused to serve in an emergency condition.CALL "MISS UTILITY"VIRGINIA UTILITY PROTECTION SERVICE (VUPS) AT 811 OR 1-800-552-7001, 48 HOURSPRIOR TO THE START OF WORK. EXCAVATORS MUST NOTIFY ALL PUBLIC UTILITYOPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OFPROPOSED EXCAVATING OR BLASTING AND HAVE THOSE FACILITIES LOCATED BY THEUTILITY COMPANIES PRIOR TO COMMENCING EXCAVATION. THE EXCAVATOR ISRESPONSIBLE FOR COMPLIANCE WITH ALL COUNTY REQUIREMENTS, VIRGINIA CODEAND REGULATIONS.VICINITY MAPSCALE: 1" = 1000'OWNER/DEVELOPERGLOBAL HEADQUARTERS LLCPO BOX 480STEPHENS CITY, VA 22655-0480(540) 869-1800Power:Rappahannock Electric Coop137 Kelly CourtFront Royal, VA 226301-800-552-3904FAIRFAX DOWNS SUBDIVISION
OPEQUON MAGISTERIAL DISTRICT
FREDERICK COUNTY, VA11-20-2019TNA19-02624429GPlan RevisionsDateCommentSheet List TableSheetNumberSheet TitleRevisionNoRevisionDate1Cover Sheet0508/16/20212General Notes and Legend0508/16/20213Boundary Information & Key Map0508/16/20214Right-Of-Way----5E&S Phase I0204/21/20216E&S Phase I0204/21/20217E&S Phase II0204/21/20218E&S Phase II0305/26/20219E&S Narrative----10E&S Details0204/21/202111E&S Details----12E&S Details----13Road Details and Calculations0204/21/202114Geometry-Site-Utilities Plans0407/14/202115Geometry-Site-Utilities Plans0407/14/202116Geometry-Site-Utilities Plans0407/14/202117Geometry-Site-Utilities Plans0407/14/202118Geometry-Site-Utilities Plans0508/16/202119Geometry-Site-Utilities Plans0407/14/202120Geometry-Site-Utilities Plans0407/14/202121Geometry-Site-Utilities Plans0508/16/202122Grading Plan0204/21/202123Grading Plan0305/26/202124Grading Plan0305/26/202125Grading Plan0508/16/202126Grading Plan0305/26/202126ABerkeley Dr - Warrior Drive Intersection Design0508/16/202127Grading Plan0305/26/202128Grading Plan0305/26/202129Grading Plan0508/16/202130SWM BMP Plan0204/21/202131SWM Plan----32Wet Pond 1 Plan View0305/26/202133SWM Details----34SWM Details----35Road Profiles0204/21/202136Road Profiles0204/21/202137Road Profiles0204/21/202138Road Profiles0305/26/202139Intersection Sight Distance Profiles----40Sanitary Sewer Profiles0407/14/202141Sanitary Sewer Profiles0407/14/202142Sanitary Sewer Profiles0407/14/202143Sanitary Lateral Computations0407/14/202143AREMOVED0508/16/202143BREMOVED0508/16/202144Storm Sewer Profiles----45Storm Sewer Profiles----46Storm Sewer Profiles----47Storm Sewer Profiles----47AStorm Sewer Profiles----48Storm Sewer Computations02 04/21/202149Storm Sewer Computations02 04/21/202150Overland Relief Cross Sections----51Overland Relief Cross Sections----52Waterline Profiles05 08/16/202153Waterline Profiles05 08/16/202154Waterline Profiles05 08/16/202155VDOT Details----56VDOT Details----57VDOT Details02 04/21/202157AVDOT Details02 04/21/202158Frederick Water Details02 04/21/202159277 and SHREWSBURG WAY-Striping Plan----60Life Safety Plan03 05/26/202160ALife Safety Plan02 04/21/202161Landscape and Lighting Plan05 08/16/202162Landscape and Lighting Notes & Details02 04/21/2021DATEAPPROVALZONING ADMINISTRATOR/SUBDIVISION ADMINISTRATOR151 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:LIST OF SERVICES: CIVIL ENGINEERING I GIS I LAND SURVEYING I ENVIRONMENTAL I ANALYTICAL LABORATORY I QUALITY CONTROL TESTING & INSPECTIONS PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVPUMP STATION NOTE:“The full buildout of this subdivision and future commercial development requires the existingSherando Pump Station to be expanded to account for the buildout flows. However theexisting pump station currently maintains capacity to allow for a portion of the subdivision'sproposed flow to be handled in its existing condition. Because of this partial availablecapacity and need for expansion, the developer of this subdivision will comply with thefollowing schedule: The Sherando Pump Station Upgrade plans will be finalized andapproved through Frederick Water before Frederick Water's acceptance of application andpayment for the 60th meter for the residential subdivision. The Sherando Pump StationUpgrade plans will be fully constructed, operational and accepted for start of the one yearwarranty period prior to the acceptance of application and payment for the 90th meter.”
N/A
2GENERAL NOTES AND LEGENDFAIRFAX DOWNS SUBDIVISIONOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G151 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, WVFC SP#01-21
USECLASS * TRIP RATE
TRIP GENERATION DATA
FIRE MARSHAL'S NOTE DWELLING UNITS
GENERAL NOTES VDOT GENERAL NOTES PROJECT NOTES
VPD
* TAKEN FROM ITE TRIP GENERATION 9TH EDITION
LEGEND
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.
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
1. Greenway Engineering, Inc. (GE) issued this plan set based on project criteria dictated by the client and municipal codes. This plan set
is not considered complete or appropriate for construction until ALL necessary agencies have given approval AND this plan set is signed
and sealed by a licensed professional. Any work, planning, scheduling, material 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 and costs,
time delay and/or material changes incurred on work started before this plan set receives approvals and seals.
2. Methods and materials used in the construction of the improvements herein shall conform to current County Construction Standards and
Specifications and/or current VDOT Standards and Specifications.
3. The Engineer shall not have control over or charge of and shall not be responsible for construction means, methods, techniques,
sequences or procedures nor for safety precautions and programs in connection with work shown on these plans. The Engineer is not
responsible for the contractor's schedules or failure to carry out the work. The Engineer is not responsible for acts of omissions of the
contractor, subcontractor, or their agents or employees, or any other person performing portions of the work.
4. The Contractor, Owner or Developer shall be responsible for securing any third party inspection/testing service to insure construction
compliance with these plans and specifications. It is Greenway Engineering's recommendation that a third party inspection/testing
service be employed to ensure that project is completed and materials installed meet the details and specifications in these plans.
5. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify
the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall be responsible for
the digging of all test holes that may be required, whether recommended or not by these plans, to determine the exact location and
elevation of existing utilities. If any conflicts arising from this existing utility verification or if during the course of construction, any object
of an unusual nature is encountered, the contractor shall cease work in that area and immediately notify Greenway Engineering at (540)
662-4185 and/or the proper authority. Greenway Engineering or any engineer associated with these plans shall not be responsible or
liable for any construction cost that may be associated with the installation or reinstallation any utility or other improvements if not
notified of any discrepancies between actual field conditions and the approved plan.
6. The approval of these plans in no way relieve the developer, the contractor, or their agents of any legal responsibility which may be
required by the code of Virginia or any other ordinance enacted by the County nor does it guarantee the issuance of any required permit
by the County, VDOT or any other Agency.
7. An approved set of plans and all applicable permits must be available at the construction site at all times during construction. A
representative of the developer must be available at all times.
8. Prior to the initiation of any land disturbing activities the Developer, the Contractor or the Responsible Land Disturber shall obtain a Land
Disturbance Permit from the County Engineer's office. The Contractor, Developer or his agent shall be responsible for obtaining a
Virginia Stormwater Management Program (VSMP) Permit and shall be responsible for the registration of the construction site as
required by law. They shall also be responsible for obtaining and maintaining on site a Stormwater Pollution Prevention Plan (SWPPP).
The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and
Sediment Control Handbook.
9. The Developer or his agent shall be responsible for obtaining any required permits from the Virginia Department of Environmental
Quality (DEQ) or the United States Army Corp of Engineers for any plan wetland disturbance as shown on these plans. They shall also
be responsible the identification and delineation of any wetlands that may be present on the construction site.
10. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it
is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that public streets
are maintained in a clean, mud and dust free condition at all times.
11. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and Frederick
County prior to any construction activities within existing State right-of-way.
12. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction project
within or contiguous to the existing right-of-way.
13. Warning signs, markers, barricades or flagmen should be in accordance with the State and Federal Manual on Uniform Traffic Control
Devices (MUTCD).
14. The exact location of all guard rails and paved ditches will be determined by VDOT personnel. "A joint inspection will be held with the
Developer, 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.
15. All unsuitable material shall be removed from the construction limits of the site plan before placing embankment.
16. All pavement sections shown on these approved plans are based on a minimum CBR value of 6 and are for preliminary design only.
Final pavement design shall be based upon actual field tested CBR values. The Contractor 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.
17. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and
conform to VDOT standard SB-1.
18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to the
County Public Works Department prior to issuance of grading and/or site development permits.
19. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should
also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines.
20. The 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 horning these plans
and the finished grades in the installation of their utility lines.
21. All utilities to be located underground.
22. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2)
working days, but not more than ten (10) working days, prior to commencement of excavation or demolition.
23. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be
done prior to construction.
24. All parking lot/street light and dry utility design shall be performed and provided separately by others. All dry utility and or lighting
information shown hereon is as specified by others and is included for informational purposes only, as directed by the Owner, Developer
and/or public agency requirements. Greenway Engineering has not performed the lighting and/or dry utility design and does not warrant
and is not responsible for the degree and/or adequacy of illumination on this project or the adequacy of the dry utility to service the site.
25. All sanitary sewers, water mains and appurtenances shall be constructed in accordance with the current standards and specifications of
Frederick Water.
26. All stormwater piping and structures shown on these plans are only accurate to the inlet or manhole locations as shown hereon. Detail
design of stormwater structures were not provided to Greenway Engineering. Actual pipe alignments will be based upon developed
structural shop drawings as provided by the manufacturer. Contractor shall make adjustments to pipe alignments base on provided shop
drawings. Greenway Engineering will not be held responsible or liable for any discrepancies or changes caused by the structural design.
Contractor may submit shop drawings to Greenway Engineering for review and approval at contractor's expense. Shop drawings will be
reviewed for compliance with design plans. The Owner or Developer will be responsible for any redesign as a result of structural shop
drawing design.
27. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99,
ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick
County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note.
28. Refer to Geotechnical Engineer for methods, materials and details for construction of all earthwork activities.
29. Any retaining wall 2 ft. or greater in height shall require the issuance of a separate building permit.
30. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be
provided at the construction site.
31. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected in accordance with state law.
In the event gravesites are discovered during construction, the owner and engineer must be notified immediately.
32. Individual sign permits will be required from the Zoning Office for all free standing and/or facade signs prior to erecting the sign and may
require a separate building permit..
V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT)Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicablestate, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, themost stringent shall govern.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), andVirginia Occupational Safety & Health (VOSH) Rules and Regulations.
V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the currentedition of VDOT’s Work Area Protection Manual. A transportation management plan needs to be submitted for approval and land usepermit issued prior to any execution of work within the VDOT right of way.
V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes,controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identifyutility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does notindemnify 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 the engineerand/or developer with the attendance of the contractor (s), various County agencies, utility companies and VDOT prior to initiation ofwork.
V7. The contractor shall notify the local VDOT Land Development Office when work is to begin or cease for any undetermined length oftime. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection.
V8. The contractor shall notify the Traffic Operations Center at (540) 332-9500 for any traffic control plan that impacts a VDOT maintainedInterstate or Primary roadway to provide notification of the installation and removal of the work zone.
V9. The contractor shall be responsible for maintaining a VDOT permitted temporary construction entrance(s) in accordance with Section3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall bemaintained through construction.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction.
V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and whenpossible shall be installed under roadway drainage facilities at conflict points.V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course ofconstruction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until anadequate design can be determined by the engineer and approved by VDOT.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement of fill.A VDOT representative shall be present to insure the soil sample(s) obtained for CBR’s is representative of the location. When soilsamples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a projectto be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures.
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in accordance with the liftthicknesses, density and moisture requirements as specified in the current VDOT Road and Bridge Specifications. Certified copies oftest reports shall be submitted to VDOT daily, unless specified otherwise.
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT.
V16. A post installation visual/video camera inspection shall be conducted by the Contractor on all pipes identified on the plans as stormsewer pipe and a select number of pipe culverts. For pipe culverts, a minimum of one pipe installation for each size of each materialtype will be inspected or ten percent of the total amount for each size and material type summarized. All pipe installations on the plansnot identified as storm sewer pipe shall be considered as culvert pipe for inspection purposes. Additional testing may be required asdirected by the Area Land Use Engineer or their representative.
V17. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standardsand is the responsibility of the developer.
V18. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer inaccordance with the Manual On Uniform Traffic Control Devices.
V19. The developer shall provide the VDOT Land Development Office with a list of all material sources prior to the start of construction.Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT LandDevelopment Office prior to acceptance of the work. Unit and total prices may be obscured.
V20. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determinedusing the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certifiedcompaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specifiedotherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be presentduring 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. Densityshall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shallperform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specifie otherwise. A VDOTrepresentative shall be notified and given the opportunity to be present during the construction and testing of the control strip.
V22. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below thebottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundationexploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road andBridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need forfoundation 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 proposed foundationelevation to determine the type and condition of the foundation. The contractor shall submit copies of borehole logs and reportfindings of foundation exploration to the engineer and VDOT for approval prior to constructing box. Foundation designs shall complywith VDOT Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast-in-place box is proposed,the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise unsuitable foundation is encountered, thefoundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT.
FREDERICK WATER CONSTRUCTION NOTES
FREDERICK WATER PROJECT INFORMATION
PROJECT INFORMATION
1. Frederick Water's Water and Sewer Standards and Specifications are available at www.frederickwater.com.
2. The contractor shall adhere to Frederick Water's 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 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 coppersetter.
b. The frame and cover shall be set to final grade.
c. The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches.
d. All components of the meter box assembly shall be in proper working order.
8. For services that connect to existing lines:
a. The Authority shall furnish and install:
i. all 5/8"x3/4", 3/4", 1", 1 ½" and 2" water services
ii. all sewer services.
b. The owner/developer shall:
i. coordinate (or have the contractor coordinate) the location of the service lateral with
Frederick Water's engineering assistant
ii. submit an Application for Service and pay the required fees.
9. All water service lines must have a backflow prevention assembly (double check valve or RPZ, as required). The
assembly must meet ASSE standard number 1015 or 1013.
10. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required). The
assembly shall meet ASSE standard number 1048 or 1047. Any exterior, privately owned fire line shall also have a
fire service meter. The 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 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.
February 16, 2021
1. Dwellings shall comply with The Virginia Uniform Statewide Building Code (USBC) and The International Residential 2012
codes.
2. Engineer Design required on all foundations and/or slabs with greater than 8" fill or 24" clean sand/gravel. All garage slabs in
excess of allowed fill require an engineered design as well.
3. Backwater valves shall be installed on all plumbing fixtures, (subject to back sewer), located below the top elevation of the
upstream man hole cover.
4. Lots with elevations in excess of 20' require engineering on slope stability.
5. Grade shall be sloped away from foundations a min 6" in 10'.
9.593 884SINGLE FAMILY DETACHED HOUSING
SURVEY AND TOPOGRAPHIC INFORMATION
2. Horizontal and vertical control surveys were
Dated:
3. Aerial topographic mapping performed by:
1. Boundary survey was performed by:
performed by:
Date
Dated:GREENWAY ENGINEERING 2018
2018GREENWAY ENGINEERING
N.A.N.A.
WETLANDS:
ALL WETLANDS SHOWN HAVE A JURISDICTIONAL DETERMINATION FROM THE UNITED STATES ARMY CORPS OFENGINEERS. REFERENCE J.D. # NAO-2012-02237, DATED 2017.
SUBDIVISION STREETS:
THE PROPOSED SUBDIVISION STREETS PER THIS DESIGN PLAN HAVE BEEN DESIGNED TO MEET VDOT ROADDESIGN STANDARDS FOR SUBDIVISION STREET DESIGN AND MEET THE GEOMETRIC DESIGN STANDARDS FORRESIDENTIAL, USE SUBDIVISION STREETS (GS-SSAR) PER APPENDIX B(1) OF THE VDOT ROAD DESIGN MANUAL.ENTRANCE ROADS LEICESTER DRIVE AND BERKELEY STREET WILL BE USED BY BOTH RESIDENTIAL AND FUTURECOMMERCIAL
PROJECT NOTES:
1. FOR FILLS IN AREAS OF PROPOSED STRUCTURES, (ROADWAYS, RESIDENTIAL DWELLINGS, RETAINING WALL,ECT.), PLEASE SEE CURRENT GEOTECHNICAL REPORT FOR MINIMUM CONTROLLED FILL REQUIREMENTS. ALLCONTROLLED FILLS SHALL BE PLACED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT AND COORDINATEDWITH THE DEVELOPER'S GEOTECHNICAL ENGINEER .2. CONTROLLED FILL SHALL BE COMPACTED TO 95% DRY DENSITY PER AASHTO T-99.3. SLOPE STABILITY ANALYSES WILL BE REQUIRED FOR ANY SLOPE STEEPER THAN 3:1.4. DESIGN PLANS FOR ANY RETAINING WALL GREATER THAN 2 FEET IN HEIGHT SHALL BE SUBMITTED TOFREDERICK COUNTY PUBLIC WORKS AND BUILDING INSPECTIONS FOR SEPARATE APPROVAL5. ALL SUBDIVISION SIGNS SHALL CONFORM TO FC ZONING ORDINANCE 165-201.06.
WATER AND SANITARY SEWER USAGE
RESIDENTIAL: 93 UNITS
WATER DEMAND 21,855 GPD
SANITARY SEWER DISCHARGE 21,855 GPD
Calculation of demand/discharge
WATER DEMAND
*Residnetial: 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
SUBDIVISION AREA CALCULATIONS (PARCEL 78 & 79)
TOTAL SUBDIVISION AREA= 50.86 ACRES
REQUIRED OPEN SPACE = 7.63 ACRES 15.00 %
AREA IN LOTS = 28.15 ACRES 55.35 %
AREA IN RW (ALL) = 11.74 ACRES 23.08 %
AREA IN OPEN SPACE = 10.97 ACRES 21.57 %
TDR NOTES
PARCEL ID #AVAILABLE CREDITS PURCHASED CREDITS INSTRUMENT #
73-A-29 12 TDRs 1 TDR #190009876
92-A-70B 3 TDRs 3 TDRs #190009877
60-A-69 20 TDRs 20 TDRs #190009878
92-A-70A 14 TDRs 4 TDRs #200018277
60-A-69B 6 TDRs 6 TDRs #190009880
60-A-69B 5 TDRs 5 TDRs #190009881
61-A-13A 22 TDRs 22 TDRs #190009882
6-A-63 8 TDRs 5 TDRs #190009883
7-A-2 17 TDRs 17 TDRs #190009884
Total: 83 TDR density rights transferred
ITE CODE 210
Transfer of Development Rights (TDR) Narrative
The proposed Fairfax Downs Subdivision contains 93 single family urban lots. The receiving Parcels
TM86-A-78 (5.1542 ac) and TM86-A-79 (45.7073 ac) are the recipient of the residential subdivision and in
need of the 83 TDRs for development. This acreage in the RA zone provides the ability to build 10 single
family residences (TDRs).
TDRs Required:
Existing Dwelling Unit Rights: 10 DURs
Proposed TDRs Required: 83 TDRs
Number TDRs needed to be Transferred: 83 TDRs
Frederick County Code 165-302.03 Table 3 - Density Right Conversion
Rate states for a single family housing development 1 TDR density
right = 1 dwelling unit. Developer transferred the TDRs to the
sending parcels to achieve final MDP approval.
PREVIOUSLY APPROVED PLANS:
-MASTER DEVELOPMENT PLAN (MDP) #05-20
PUMP STATION NOTE:
“The full buildout of this subdivision and future commercial development requires the existing Sherando Pump
Station to be expanded to account for the buildout flows. However the existing pump station currently maintains
capacity to allow for a portion of the subdivision's proposed flow to be handled in its existing condition. Because of
this partial available capacity and need for expansion, the developer of this subdivision will comply with the following
schedule: The Sherando Pump Station Upgrade plans will be finalized and approved through Frederick Water
before Frederick Water's acceptance of application and payment for the 60th meter for the residential subdivision.
The Sherando Pump Station Upgrade plans will be fully constructed, operational and accepted for start of the one
year warranty period prior to the acceptance of application and payment for the 90th meter.”
136+00PC136+12.92137+00
138+00
139+00
140+00 PT140+89.16141+00
142+00
143+00
144+00
145+00
146+00
147+00
148+00
149+00
150+00
151+00
152+00
153+00
154+00
155+00
156+00
157+00
158+00
159+00
160+00
161+00
162+00
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164+00
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166+00
167+00
168+00
169+00
170+00
171+00
172+00
172+29.89
RELOCATE
P
P
RELOCATE
P
P
RELOCATE
P
P
CONTRACTOR TO VERIFYEXISTING WATER MAIN
LOCATION AND DIAMETER
10+00 11+00
12+00 13+00 14+00
15+00 16+00 17+0018+0019+0020+0021+0022+0023+0024+0024+63.7610+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0020+73.1810+08.0411+00 12+00 13+00 14+00 15+00 16+00
17+00 18+00 19+00
20+00
21+0010+0011+0012+0013+0014+0015+0016+0017+0012+00
11+00 10+00
10+08.68
11+00
12+00 13+00 14+00 15+00 16+00
17+00 18+00 19+00 20+00 21+00 22+00 22+57.34
21+3
9
.
8
8
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
24+00
25+00 25+60.5710+0011+0012+0013+0014+0015+0015+66.67SHREWSBURYWAYBOLINGBROKECOURT
NONSUCHCOURT BODIAM COURTWARWICKAVE
WARWICKAVECOLCHESTERCOURT
BERKELEY STREET
LANCASTERCOURT LANCASTERCOURTPENDRAGON DRIVELOT
44
LOT
42 LOT
39 LOT
34
LOT
33 LOT
32
LOT
31
LOT
30
LOT
29
LOT
26
LOT
27
LOT
23
LOT
21
LOT
11 LOT
12
LOT
14
LOT
16
LOT
17
LOT
18
LOT
7
LOT
48
LOT
49
LOT
50
LOT
54
LOT
56
LOT
59
LOT
62
LOT 64
LOT
65
LOT
45
LOT
43
LOT
41
LOT
40
LOT
38
LOT
37
LOT
36
LOT
35
LOT
25 LOT
28
LOT
24
LOT
22
LOT
20
LOT
13
LOT
15
LOT
10
LOT
9
LOT
8
LOT
19
LOT
6
LOT
2
LOT
3
LOT
4
LOT
5
LOT
46
LOT
47
LOT
51
LOT
53
LOT
52
LOT
55
LOT
57
LOT
58
LOT
60
LOT
61
LOT 63
LOT
69
LOT
70
LOT
71
LOT
72
LOT
73
LOT
74
LOT
75
LOT
76
LOT
77
LOT
91
LOT
90
LOT
89
LOT
88
LOT
87
LOT
86
LOT
83
LOT
82
LOT
81
LOT
80
LOT
79
LOT
67 LOT
68 LOT
1
LOT
78
LOT
84
LOT
85
LOT
92
LOT
93
LOT
66
PROPOSED
WET POND
PROPOSED
DRY SWALE
PROPOSED
DRY SWALE
PROPOSED
DRY SWALEPENDRAGON DRIVEADDITIONAL 10' ROW
RESERVATION AREA 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFC SP#01-21
1" = 150'
3BOUNDARY INFORMATION & KEY MAPFAIRFAX DOWNS SUBDIVISIONOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G
SYMBOLS LEGEND
DENOTES WETLAND AREAS
DENOTES EXISTING PONDS
NOTE:
ARMY CORPS OF ENGINEERS AND VDEQ PERMITS ARE REQUIRED FOR
WETLANDS, STREAMS AND/OR POND DISTURBANCES.
SHEET 14 & 22
SHEET 15 & 23
SHEET 14 & 24
SHEET 17 & 26
SHEET 18 & 25
SHEET 19 & 27SHEET 20 & 28 SHEET 21 & 29SHEET 14 & 22
143+00
144+00
145+00
146+00
147+00
148+00
149+00
150+00
151+00
152+00
153+00
154+00
155+00
156+00
157+00
158+00
159+00
160+00
161+00
162+00
RELOCATE
P
P
RELOCATE
P
P
RELOCATE
P
P
10+00 11+00
12+00 13+00 14+00
15+00 16+00 17+0018+0019+0020+0021+0022+0023+0024+0024+63.7610+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0020+73.1810+08.0411+00 12+00 13+00 14+00 15+00 16+00
17+00 18+00 19+00
20+00
21+0010+0011+0012+0013+0014+0015+0016+0017+0012+00
11+00 10+00
10+08.68
11+00
12+00 13+00 14+00 15+00 16+00
17+00 18+00 19+00 20+00 21+00 22+00 22+57.34
21+3
9
.
8
8
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
24+00
25+00 25+60.5710+0011+0012+0013+0014+0015+0015+66.67S 11°20
'37"
W253.55
'
N 60°22'43" W
152.28'
N 61°16'28" W 418.02'N 28°43'32" E152.00'N 61°16'28" W 311.92'
N 61°16'28" W 314.92'N 28°43'32" E250.00'S 61°16'28" E 383.72'N 28°43'32" E280.00'S 61°16'28" E
192.37'
S 61°16'28" E
131.00'S 28°43'32" W260.00'S 61°16'28" E
141.00'
S 61°16'28" E
141.00'S 28°43'32" W270.00'N 61°16'28" W 203.05'
N 61°16'28" W 550.05'N 28°43'32" E152.00'N 61°16'28" W 314.02'S 11°20
'37"
W194.30
'C1C
2 C3
C4C5C6 C7C8C9
C
1
0
C11C1
2C13
C
1
4
C15
C16
C17C1
8
C19C20C21C22C23C24C25C26C27C28C
2
9
C30C31C32C33C34 C35C
3
6
C37C38C39C40
C41C42C43C
4
4S 11°20
'37"
W358.53
'
N 60°22'43" W
314.31' (TOTAL)N 61°16'28" W 418.02' (TOTAL)N 28°43'32" E985.00' (TOTAL)N 67°38'01" W
72.68'
S 61°16'28" E 369.34'
S 61°16'28" E 830.67' (TOTAL)C45C46
C47
C48
S 61°16'28" E 250.00'S 28°43'32" W630.00'N 61°16'28" W 250.00'N 28°43'32" E630.00'N 61°16'28" W 603.05' (TOTAL)
S 61°16'28" E 306.26'
S 61°16'28" E 768.22'S 28°43'32" W730.00' (TOTAL)S 61°16'28" E
253.45'
N 60°22'43" W 314.31'
C49
L1
L2 L3 L4 L5
L6L7L8L9L10L11
L12L1
4L15
L16
L17
L18
253.05'
243.45'350.00'237.22'360.00'370.00'350.00'427.37'380.00'350.00'255.00'81.04'
4
1
7
.
2
'314.4'628.2'281.0'193.6'
193.4'
4
7
5
.
6
'
326.2'409.2'322.6'
1,265' TO
SI
G
N
A
L
1,490' TO
SI
G
N
A
L
PROPERTY LINEPROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
EX PROPERTY LINE
LOT 44 LOT 42 LOT 39 LOT 34
LOT 33
LOT 32
LOT 31
LOT 30
LOT 29
LOT 26 LOT 27
LOT 23 LOT 21
LOT 11 LOT 12 LOT 14
LOT 16
LOT 17
LOT 18
LOT 7
LOT 48
LOT 49 LOT 50
LOT 54LOT 56
LOT 59
LOT 62LOT 64LOT 65
LOT 45 LOT 43 LOT 41 LOT 40 LOT 38 LOT 37 LOT 36 LOT 35
LOT 25
LOT 28
LOT 24
LOT 22 LOT 20
LOT 13
LOT 15
LOT 10
LOT 9 LOT 8
LOT 19
LOT 6LOT 2 LOT 3 LOT 4 LOT 5
LOT 46
LOT 47
LOT 51
LOT 53
LOT 52
LOT 55
LOT 57
LOT 58
LOT 60 LOT 61
LOT 63
LOT 69 LOT 70 LOT 71 LOT 72 LOT 73 LOT 74 LOT 75 LOT 76 LOT 77
LOT 91
LOT 90
LOT 89
LOT 88
LOT 87
LOT 86
LOT 83
LOT 82
LOT 81
LOT 80
LOT 79
LOT 67 LOT 68 LOT 1
LOT 78
LOT 84
LOT 85
LOT 92
LOT 93
LOT 66 SHREWSBURY DR
IVE
BODIAM COURT
BERKELEY STREET
PENDRAGON DRIVEPENDRAGON DRIVEC50
C51
N 61°16'28" W
N 61°16'28" WBERKELEY STREET
N 61°16'28" W
477.68'
524.62'
479.68'
C52
C53
C54 C55 C
5
6C57N 29°00'31" E108.37'S 29°00'31" W1203.50'S 60°42'28" E
93.98'
L19
L20
L21
L22S 58°06'50" E
781.14'
N 57°30'23" W
344.30'
N 55°30'57" W
255.70'
S 56°29'35" E
135.24'
CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE TANGENT DEGREE OF CURVE
C1 381.00' 121.54' 121.03'N 20°28'58" E 18°16'40" 61.29' 15°02'18"
C2 50.00' 78.54' 70.71'S 15°22'42" E 90°00'01" 50.00' 114°35'30"
C3 2470.00' 38.62' 38.62'S 60°49'35" E °53'45" 19.31' 2°19'11"
C4 23.00' 36.13' 32.53'S 73°43'32" W 90°00'00" 23.00' 249°06'44"
C5 25.00' 39.27' 35.36'N 16°16'28" W 90°00'00" 25.00' 229°10'59"
C6 25.00' 22.39' 21.65'S 86°56'00" E 51°19'04" 12.01' 229°10'59"
C7 55.00' 271.31' 68.75'N 28°43'32" E 282°38'08" 44.04' 104°10'27"
C8 25.00' 22.39' 21.65'S 35°36'56" E 51°19'04" 12.01' 229°10'59"
C9 25.00' 39.27' 35.36'S 73°43'32" W 90°00'00" 25.00' 229°10'59"
C10 25.00' 39.27' 35.36'S 16°16'28" E 90°00'00" 25.00' 229°10'59"
C11 55.00' 245.28' 86.96'N 66°29'12" E 255°31'21" 71.00' 104°10'27"
C12 25.00' 32.95' 30.62'S 23°30'48" E 75°31'21" 19.36' 229°10'59"
C13 25.00' 39.27' 35.36'N 73°43'32" E 90°00'00" 25.00' 229°10'59"
C14 25.00' 39.27' 35.36'N 16°16'28" W 90°00'00" 25.00' 229°10'59"
C15 475.00' 97.48' 97.31'S 55°23'43" E 11°45'30" 48.91' 12°03'44"
C16 25.00' 22.40' 21.66'S 75°10'52" E 51°19'47" 12.01' 229°10'59"
C17 55.00' 271.31' 68.75'N 40°28'19" E 282°38'08" 44.04' 104°10'27"
C18 25.00' 22.39' 21.65'S 23°51'48" E 51°18'21" 12.01' 229°10'59"
C19 475.00' 97.48' 97.31'N 55°23'43" W 11°45'30" 48.91' 12°03'44"
C20 25.00' 22.39' 21.65'N 86°56'00" W 51°19'04" 12.01' 229°10'59"
C21 55.00' 271.31' 68.75'S 28°43'32" W 282°38'08" 44.04' 104°10'27"
C22 25.00' 22.39' 21.65'S 35°36'56" E 51°19'04" 12.01' 229°10'59"
C23 25.00' 39.27' 35.36'N 73°43'32" E 90°00'00" 25.00' 229°10'59"
C24 25.00' 39.27' 35.36'S 16°16'28" E 90°00'00" 25.00' 229°10'59"
C25 25.00' 22.39' 21.65'N 86°56'00" W 51°19'04" 12.01' 229°10'59"
C26 55.00' 271.31' 68.75'S 28°43'32" W 282°38'08" 44.04' 104°10'27"
C27 25.00' 22.39' 21.65'S 35°36'56" E 51°19'04" 12.01' 229°10'59"
C28 25.00' 39.27' 35.36'N 73°43'32" E 90°00'00" 25.00' 229°10'59"
C29 25.00' 39.27' 35.36'S 16°16'28" E 90°00'00" 25.00' 229°10'59"
C30 475.00' 52.72' 52.69'S 64°27'15" E 6°21'33" 26.39' 12°03'44"
C31 25.00' 23.55' 22.69'S 85°22'56" W 53°58'05" 12.73' 229°10'59"
C32 60.00' 301.54' 70.58'S 22°22'20" W 287°56'53" 43.63' 95°29'35"
C33 25.00' 23.73' 22.85'S 40°50'55" E 54°23'23" 12.85' 229°10'59"
C34 525.00' 62.02' 61.99'S 64°39'32" E 6°46'08" 31.05' 10°54'49"
C35 25.00' 39.27' 35.36'S 73°43'32" W 90°00'00" 25.00' 229°10'59"
C36 23.00' 36.13' 32.53'S 16°16'28" E 90°00'00" 23.00' 249°06'44"
C37 2530.00' 39.56' 39.56'N 60°49'35" W °53'45" 19.78' 2°15'53"
C38 50.00' 78.54' 70.71'S 74°37'18" W 90°00'00" 50.00' 114°35'30"
C39 318.48' 101.77' 101.33'N 20°28'58" E 18°18'28" 51.32' 17°59'25"
C40 240.00' 40.64' 40.59'S 06°29'34" W 9°42'07" 20.37' 23°52'24"
C41 25.00' 39.27' 35.36'N 73°43'32" E 90°00'00" 25.00' 229°10'59"
C42 25.00' 39.27' 35.36'N 16°16'28" W 90°00'00" 25.00' 229°10'59"
C43 25.00' 39.27' 35.36'N 73°43'32" E 90°00'00" 25.00' 229°10'59"
C44 25.00' 39.27' 35.36'N 16°16'28" W 90°00'00" 25.00' 229°10'59"
C45 350.00' 111.65' 111.18'S 20°28'58" W 18°16'40" 56.30' 16°22'13"
C46 500.00' 55.49' 55.47'N 64°27'15" W 6°21'33" 27.78' 11°27'33"
C47 75.00' 49.43' 48.54'N 42°23'38" W 37°45'40" 25.65' 76°23'40"
C48 500.00' 102.61' 102.43'N 55°23'43" W 11°45'30" 51.49' 11°27'33"
C49 2500.00' 39.09' 39.09'N 60°49'35" W °53'45" 19.55' 2°17'31"
CURVE DATA
LINE BEARING DISTANCE
L1 S 75°11'21" E 77.89'
L2 S 78°39'23" E 52.87'
L3 S 65°13'41" E 102.28'
L4 S 78°48'59" E 53.50'
L5 S 38°35'14" E 64.58'
L6 S 01°38'31" W 22.52'
L7 S 29°37'18" W 4.43'
L8 S 29°37'17" W 60.00'
L9 N 56°20'37" E 63.64'
L10 N 82°58'20" E 27.29'
L11 S 78°49'28" E 102.01'
L12 S 29°37'18" W 4.43'
L13 S 28°43'32" W 60.00'
L14 S 23°30'48" E 23.34'
L15 S 29°37'18" W 84.43'
L16 S 49°30'58" E 58.24'
L17 S 49°30'58" E 53.12'
L18 S 49°30'58" E 115.55'
LINE DATA
CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE TANGENT DEGREE OF CURVE
C50 300.20' 73.75' 73.57'S 54°13'54" E 14°04'35" 37.06' 19°05'09"
C51 300.21' 70.69' 70.52'N 53°57'28" W 13°29'26" 35.51' 19°05'07"
C52 330.21' 81.13' 80.92'S 54°13'54" E 14°04'35" 40.77' 17°21'04"
C53 270.17' 63.61' 63.47'N 53°57'32" W 13°29'26" 31.95' 21°12'27"
C54 270.19' 66.38' 66.21'S 54°13'53" E 14°04'35" 33.36' 21°12'20"
C55 330.31' 77.76' 77.58'S 53°57'25" E 13°29'17" 39.06' 17°20'45"
C56 36.00' 56.37' 50.79'N 15°50'59" W 89°42'59" 35.82' 159°09'19"
C57 36.00' 56.52' 50.89'N 73°59'04" E 89°57'07" 35.97' 159°09'18"
LINE BEARING DISTANCE
L19 S 60°46'18" E 17.88'
L20 S 60°42'28" E 26.80'
L21 N 21°34'38" E 11.60'
L22 N 27°09'48" E 2.98'151 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, WVFC SP#01-21
1" = 100'
4RIGHT-OF-WAYFAIRFAX DOWNS SUBDIVISIONOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G
144+00
145+00
146+00
147+00
148+00
149+00
150+00
151+00
152+00
153+00
154+00
155+00
156+00
157+00
158+00
159+00
160+00
161+00
162+00
163+00
164+00
FAIRFAX PI
K
E
ROUTE 27
7
FAIRFAX
PI
K
E
ROUTE 27
7 151 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, WVFC SP#01-21
1" = 60'
5E&S PHASE IFAIRFAX DOWNS SUBDIVISIONOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G
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
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
TEMPORARY SEDIMENT BASIN
SUPER SILT FENCE
TEMPORARY DIVERSION DIKE
CULVERT INLET PROTECTION
ROCK CHECK DAMS
SILT FENCE
LIMITS OF CLEARING & GRADING
DRAINAGE DIVIDES
OUTLET PROTECTION
NO. KEY SYMBOL DESCRIPTION
EROSION/SEDIMENT CONTROL LEGEND
3.14
3.09
3.08
3.20
3.05
3.18
3.02
LCG
OP
DD
CIP
SSF
SF
CE
CD
SB
3.32 PS PERMANENT SEEDING
IP STORM DRAIN
INLET PROTECTION3.07
3.36 B/M SOIL STABILIZATION
BLANKETS & MATTING
3.31 TS TEMPORARY SEEDING
FOR PHASE I EROSION AND SEDIMENT CONTROL ONLY ЀЀ
MATCH LINE SHEET 6
748
748 746
744
746 744 741742
748
741.5
748746744742741.5
746744742741.5741 742740738742740736734732730728730732734735736736735732734733.8742 740
730
740
733.5
734.5735734.5735
733.5733.5734.5BRANDY LANE
EG
EG 41 00INV
41 50INV
26 00
EX. 6" PVC
DESIGN HIGH WATER
(100YR STORM) = 744.90'
WET STORAGE
DRY STORAGE
DESIGN HIGH WATER
(100YR STORM) = 738.84'
WET STORAGE
DRY STORAGE
BAFFLE
TEMPORARY BERM
TEMPORARY SEDIMENT
BASIN RISER STRUCTURE
STORM
FLOW
PERMANENT RISER STRUCTURE
(MODIFIED FOR SEDIMENT BASIN USE)
INSTALL OUTFALL
AS FIRST PHASE I
MEASURE PRIOR
TO DISTURBANCE
CONTRACTOR TO
REPAVE ANY
DISTRUBANCE TO
ORIGINAL PVM'T
CONDITIONS 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, WVFC SP#01-21
1" = 60'
6E&S PHASE IFAIRFAX DOWNS SUBDIVISIONOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G
MATCH LINE SHEET 5
FOR PHASE I EROSION AND SEDIMENT CONTROL ONLY ЀЀ
NOTES:
143+00
144+00
145+00
146+00
147+00
148+00
149+00
150+00
151+00
152+00
153+00
154+00
155+00
156+00
157+00
158+00
159+00
160+00
161+00
162+00
163+00
735 736
738
740
742
735 736
734733.8
74
4
744 744
744
748
746746748748
748
746
746
7
4
6
746 746
758
762
760
756
754
750
752
754756
748
750
752
746
748 748
748750
750
750
748
746746748750
750
748
750
750752752
752
75
0
752754
752
754
754756758760760
758756
754756
754 752
742
744
748
7
4
6
7
4
4
74
8
75
0
75
2
754760
758
74
6
7447
4
4
7427427447
4
8
75
0
752754756754754756
753
753
753754
755
756758756754752752754752
751
750
749
748
747 748749750751752753754751
752
753
754
755
748744
755
764766 2.5:1 SLOPE
2.5:1 SLOPE
MAX 2.5:1 SLOPE
758
74
8
748746
748
3:1 SLOPE
3:1 SLOPE754754756
758760762762764
764
752
750748742
744
746
740
750 748
748
746
744 742
LOT 2 LOT 3 LOT 4
LOT 64
LOT 1 LOT 2 LOT 3 LOT 4
LOT 69
LOT 70 LOT 71 LOT 72 LOT 73 LOT 74 LOT 75 LOT 76 LOT 77
LOT 64
LOT 67
LOT 68
LOT 1
F.W. ESM'T
F.W. ESM'T
10' F.W. ESM'T
10' F.W. ESM'T
F.W. ESM'T
10' F.W. ESM'T
F.W. ESM'T
F.W. ESM'T
F.W. ESM'T
F.W. ESM'T
F.W. ESM'T F.W. ESM'T
F.W. ESM'T
F.W. ESM'T
F.W. ESM'T
F.W. ESM'T
F.W. ESM'T
17+0018+0019+0020+0020+73.1817+0010+08.68
11+00
12+00 13+00
14+00 15+00 16+00
17+00 18+00 19+00 20+00 21+00
10+00
11+00
12+00
13+00
14+00
15+00 16+00 17+00 18+00 19+00 20+00 21+0010+0011+0012+0013+0014+0015+0015+66.67FAIRFAX P
I
K
E
ROUTE 27
7
FAIRFAX PI
K
E
R
O
U
T
E
2
7
7
DO NOT INSTALL DRY
SWALE #3 UNTIL
DRAINAGE SHED TO
THE DRY SWALE IS
100% STABLILIZED LOT 2 LOT 3 LOT 4
LOT 69
LOT 70 LOT 71 LOT 72 LOT 73
LOT 74
LOT 75 LOT 76
LOT 77
LOT 67
LOT 68 LOT 1
LOT 7845 00GND4500GND
39 00GND
WET STORAGE (A1)
DRY STORAGE (A2)
WET STORAGE (A1)DRY STORAGE (A2)
53 00GND
53 00GND
748
744742
752 750 748
12 IN COMPOST
FILTER SOCK
8 IN COMPOST FILTER
SOCK DIVERSION
10' RIP RAP
12 IN COMPOST FILTER
SOCK
12 IN COMPOST FILTER
SOCK
47 00GND
47 00GND
45 00GND 45 00GND
47 00GND
47 00GND
47 00GND 7487468 IN COMPOST
FILTER SOCK
8 IN COMPOST
FILTER SOCK
DIVERSION 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, WVFC SP#01-21
1" = 60'
7E&S PHASE IIFAIRFAX DOWNS SUBDIVISIONOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G
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
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
TEMPORARY SEDIMENT BASIN
SUPER SILT FENCE
TEMPORARY DIVERSION DIKE
CULVERT INLET PROTECTION
ROCK CHECK DAMS
SILT FENCE
LIMITS OF CLEARING & GRADING
DRAINAGE DIVIDES
OUTLET PROTECTION
NO. KEY SYMBOL DESCRIPTION
EROSION/SEDIMENT CONTROL LEGEND
3.14
3.09
3.08
3.20
3.05
3.18
3.02
LCG
OP
DD
CIP
SSF
SF
CE
CD
SB
3.32 PS PERMANENT SEEDING
IP STORM DRAIN
INLET PROTECTION3.07
3.36 B/M SOIL STABILIZATION
BLANKETS & MATTING
3.31 TS TEMPORARY SEEDING
FOR PHASE II EROSION AND SEDIMENT CONTROL ONLY ЀЀ
MATCH LINE SHEET 8
732
734
735 736
738
740
742
735 736
734
732
734
735
738
740
732
734732730735736738740742742740738728742
733.8
734.5730.5
733.5
73
6
752
750
748
752
750
748
744
746 766764762760758756760758766764762760758762764762756756756754756756
75
4
754
752
75
4
752
750
748
746748
750 748746746
748
750 750748754754752748
746
75
2
754754752750744
750748746744
746
748
7
4
8 744746748744
74
8
746
7
4
4
744744
746
746
74
8
74
6
746744
748
746748748746744
7
4
6
742
744
74
4
746742740738744 744
744
7
4
4
74
6
7
4
8
750
7487467447507
5
2
7
5
4
752
752
750750750
752
754
748
74674
8746748748
748
746
746
7
4
6
746 746
758
762
760
756
754
750
752
754
756
748
750
752
746
748 748
748750
750
750
748
746746748750
750
748
750
750752752
752
75
0
752754
752
754
754756758760760
758756
754756
754754
754
754 752
752752
750
750752752
752
754
754
756
758756
758758758 7
6
0
758756754
756
754
754 754756
75
4
756
756
7
5
4
7527547567607
5
8
758
760758 756756
754756
752
756 754 752 754756
756
754
752750750
750748
746
748
748
746
744
746
748
75
0
75
2
7
5
0 75274875075
2
75
0
748
746 752750748
746
744744
742
746
748
75
0
744 744746748750750
750
75
0
74
8
746
744
748
746
7
5
0
752
752750
750
748
74
6
752
754
754750
752
754
752
754 75675
8756756756 7587
5
8
756
758764762760758
75
0
752
754
750
742
744
748
7
4
6
7
4
4
746748750746748750748748752754750750754752754754
754752750750750
7507547
5
2752
752752754752750750752750
752
75
2 7547547527527527487
4
6746744746
748
748
748 746
748
746
742742756756750
752
754
752
752752
754
754
7547527
5
2
754752750
750 75275275075075
2
7547
5
2
7
5
4
7
5
4
75
2
75
074874
8
75
0
75
2
754760
758
74
6
7447
4
4
7427427447487
4
4
7467487
5
0
750746
746748746748748
748
752
744
755
751.5751764766
3:1 SLOPE
3:1 SLOPE
3:1 SLOPE3:1 SLOPE2.5:1 SLOPE
2.5:1 SLOPE
MAX 2.5:1 SLOPE
5:1 SLOPE5:1 SLOPE2.5:1 SLOPE
758
748754752 752750748742746 744744
741
740
744
750
74
8
748744
744
752748 746744754
752
750
746
744
744742 740754
752
750
748
746
7447427407
4
0
742748
740
740
738736740
0.97 ACRES TO BEDEDICATED AS PUBLIC RW1.74 ACRES TOBE DEDICATEDAS PUBLIC RW1.47 ACRES TO BEDEDICATED ASPUBLIC RW1.35 ACRES OPEN SPACE
(50' SHARED CATEGORY "B"
BUFFER & SCREENING
EASEMENT)
0.41 ACRES OPEN SPACE
(50' SHARED CATEGORY "B"
BUFFER & SCREENING
EASEMENT)0.81 ACRES OPEN SPACE
(50' SHARED CATEGORY "B"
BUFFER & SCREENING
EASEMENT)7.53 ACRES SWM ANDOPEN SPACE AREA7.53 ACRES OPENSPACE AREA1.74 ACRES TOBE DEDICATEDAS PUBLIC RW1.62 ACRES SWM-OPEN SPACE 20' FW ESM'TSWM BASIN 1
FOREBAY12' TOP OF BERM = 742.00CLASS I RIP-RAP
MIN "T" = 24"L = 20', TYPE B
CLASS I RIP-RAP
MIN "T" = 24"L = 15', TYPE B
CLASS I RIP-RAP
MIN "T" = 24"
L = 20', TYPE A
PRETREATMENT CELL
VOLUME = 268 ft3
PRETREATMENT CELL
VOLUME = 316 ft3
PRETREATMENT CELL
VOLUME = 239 ft3
DRY SWALE #2 (SEE SHEET ##)
DRY SWALE #1 (SEE SHEET ##)
DRY SWALE #3 (SEE SHEET ##)15' TEMP. CONST.ESMN'T FOR THEBENEFIT OFBRANDY LANECONSTRUCTION20' TEMPORARYCONSTRUCTION ESMN'T66A
DI-3B - 6'
Top=751.15
Out=746.18
Depth=4.97 55 - 15"ADS N-12158 - 30" ADS N-12
177 - 30" ADS N-1241 - 30"
A
D
S
N
-
1
2
7
8
-
3
0
"
ADS
N
-
1
2
147 - 42" ADS N-12 25 - 42"
ADS N-12
22 - 48"ADS N-1256 - 15" ADS N-12 40 - 24" ADS N-1255 - 15" ADS N-1262 - 36" ADS N-1255 - 15" ADS N-1234 - 36" ADS N-1234 - 15" ADS N-1273
-
3
6
"
A
D
S
N
-
1
224 - 18"ADS N-1293 - 36" ADS N-12
127 - 15" ADS N-12130 - 15"ADS N-12294 - 15" ADS N-12
122 - 18" ADS N-12
37 - 18"
ADS N-1
2 97 - 30" ADS N-1263 - 36"ADS N-12129 - 36" ADS N-12
23 - 15"
ADS N-12
129 - 24" ADS
N
-
1
2 156 - 24" ADS N-1223 - 18"
ADS N-12 34 - 18"ADS N-1238 - 15" ADS N-1234 - 18"
ADS N-12
6
0
-
1
8
"
A
D
S
N
-
1
2
25 - 15"
ADS N-12128 - 24" ADS N-1245
-
24
"ADS N
-1235 - 15" ADS N-1267 - 15" ADS N-1234 - 30" ADS N-12163 - 30" ADS N-124
1
-
3
6
"
AD
S
N
-
1
2
157 - 15" ADS N-1234 - 15" ADS N-1271 - 30" ADS N-12
54
-
15
"
ADS
N
-12
93 - 30" ADS N-12 49 - 30" ADS N-12274 - 30" ADS N-1234 - 30" ADS N-12 88 - 30"
A
D
S
N-
1
2
114 - 30" ADS N-12
48 - 15" ADS N-12 50 - 24" ADS N-1226 - 24"
ADS N-12
34 - 24" ADS N-12
52
-
2
4
"
A
D
S
N
-
1
2
149 - 24" ADS N-12
86 - 15" ADS N-1234 - 15" ADS N-1264 - 15" ADS N-12 70 - 15" ADS N-1219 - 15"
ADS N-12
158 - 24" ADS N-1235 - 15" ADS N-12158 - 18" ADS N-12
61 - 15" ADS N-12
34 - 15" ADS N-1293 - 42" Concrete
120 - 42" Concrete
34 - 30"
ADS N-12
51 - 15"
ADS N-12
34 - 18"
ADS N-12
57 - 15"
ADS N-12
SWM BASIN 1
FOREBAY10 YR WSE =
737.27'
CLASS I RIP-RAP
MIN "T" = 24"L = 20', TYPE B
CLASS I RIP-RAP
MIN "T" = 24"L = 15', TYPE B
CLASS I RIP-RAP
MIN "T" = 24"
L = 20', TYPE A
PRETREATMENT CELL
VOLUME = 268 ft3
PRETREATMENT CELL
VOLUME = 316 ft3
PRETREATMENT CELL
VOLUME = 239 ft3
DRY SWALE #2 (SEE SHEET ##)
DRY SWALE #1 (SEE SHEET ##)
DRY SWALE #3 (SEE SHEET ##)80' MAJOR COLLECTOR FULLROAD EFFICIENCY BUFFER80' MAJOR COLLECTOR FULLROAD EFFICIENCY BUFFER50' SHARED CATEGORY "B"
BUFFER & SCREENING
EASEMENT
2' CONC. TRICKLE DITCH
15' TEMP. CONST.ESMN'T FOR THEBENEFIT OFBRANDY LANECONSTRUCTION15' TEMP. CONST.ESMN'T FOR THEBENEFIT OFBRANDY LANECONSTRUCTION1.74 ACRES TOBE DEDICATEDAS PUBLIC RW20' TEMP. CONST.ESMN'T FOR THEBENEFIT OF S.WARRIOR DR.CONSTRUCTION20' TEMP. CONST.ESMN'T FOR THEBENEFIT OF S.WARRIOR DR.CONSTRUCTIONCORE DRILL, BOOT, AND RESHAPING
OF INVERT WILL OCCUR WITH
FUTURE CONNECTION
CONTRACTOR TO VERIFY
EXISTING WATER MAIN
LOCATION AND DIAMETER
20' F.W. ESM'T50 - 24" ADS N-1240 - 24"
ADS N-12
40 - 15" RCP
40 - 15"
ADS N-12
32 - 15" RCP13 - 15"
ADS N-12
10+00 11+00
12+00 13+00 14+00
15+00
16+00 17+0018+0019+0020+0021+0022+0023+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0010+08.0411+00
12+00 13+00 14+00 15+00 16+00
17+00 18+00 19+00
20+00
21+0010+0011+0012+0013+0014+0015+0016+0017+0012+00
11+00
10+00
10+08.68
11+00
12+00 13+00
14+00 15+00 16+00
17+00 18+00 19+00 20+00 21+00 22+00 22+57.34
21+
3
9
.
8
8
10+00
11+00
12+00
13+00
14+00
15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
23+00
24+00
25+00 25+60.5710+00DESIGN HIGH WATER
(100YR STORM) = 744.88'
WET STORAGE
DRY STORAGE
748 746
744
746 744 741742
748
741.5
748746744742741.5
746744742741.5741
BAFFLE
EX. 2 - 6" PVC
DESIGN HIGH WATER
(100YR STORM) = 739.68'WET STORAGE
DRY STORAGE
SEE SHEET ##
FOR CONVERSION TO
SWM BASIN #1 & SHEET
## FOR SWM DETAILS
41 00INV
41 50INV
BRANDY LANE
DO NOT INSTALL DRY
SWALE #3 UNTIL
DRAINAGE SHED TO
THE DRY SWALE IS
100% STABLILIZED
DO NOT INSTALL DRY
SWALE #1 UNTIL
DRAINAGE SHED TO
THE DRY SWALE IS
100% STABLILIZED
DO NOT INSTALL DRY
SWALE #2 UNTIL
DRAINAGE SHED TO
THE DRY SWALE IS
100% STABLILIZED
LOT 44 LOT 42 LOT 39
LOT 34
LOT 33
LOT 32
LOT 31
LOT 30
LOT 29LOT 26 LOT 27
LOT 23 LOT 21
LOT 11 LOT 12 LOT 14
LOT 16
LOT 17
LOT 18
LOT 7
LOT 48
LOT 49 LOT 50
LOT 54
LOT 56
LOT 59
LOT 62
LOT 64
LOT 65
LOT 45 LOT 43
LOT 41 LOT 40 LOT 38 LOT 37 LOT 36
LOT 35
LOT 25 LOT 28LOT 24
LOT 22 LOT 20
LOT 13
LOT 15
LOT 10
LOT 9
LOT 8
LOT 19
LOT 6
LOT 2 LOT 3 LOT 4 LOT 5
LOT 46
LOT 47
LOT 51
LOT 53
LOT 52
LOT 55
LOT 57
LOT 58
LOT 60 LOT 61
LOT 63
LOT 69
LOT 70 LOT 71 LOT 72 LOT 73
LOT 74
LOT 75 LOT 76
LOT 77
LOT 91LOT 90LOT 89LOT 88LOT 87LOT 86LOT 83LOT 82LOT 81LOT 80LOT 79LOT 67
LOT 68 LOT 1
LOT 78LOT 84LOT 85LOT 92LOT 93LOT 66
CONTRACTOR TO
REPAVE ANY
DISTRUBANCE TO
ORIGINAL PVM'T
CONDITIONS
752750748WET STORAGE (A1)
DRY STORAGE (A2)
46 50GND
46 50GND
52 50GND
52 50GND
52 50GND
45 00GND
45 00GND
51 00GND5100GND750748746WET STORAGE (A1)
DRY STORAGE (A2)
WET STORAGE (A1)
DRY STORAGE (A2)
45 00GND4500GND
39 00GND
39 00GND
744742740WET STORAGE (A1)
DRY STORAGE (A2)
WET STORAGE (A1)DRY STORAGE (A2)
53 00GND
53 00GND
WET STORAGE (A1)
DRY STORAGE (A2)45 00GND
45 00GND
748
744742
752 750 748
742744
12 IN COMPOST FILTER
SOCK
8 IN COMPOST FILTER
SOCK
12 IN COMPOST FILTER
SOCK DIVERSION
12 IN COMPOST FILTER
SOCK DIVERSION
12 IN COMPOST FILTER
SOCK
10' RIP RAP
15' RIP RAP
47 00GND
47 00GND
45 00GND 45 00GND
47 00GND
39 00GND
39 00GND
746
47 00GND
47 00GND 748746740 744746
742 41 00GND
41 00GND4700GND
47 00GND
WET STORAGE (A1)
DRY STORAGE (A2)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, WVFC SP#01-21
1" = 60'
8E&S PHASE IIFAIRFAX DOWNS SUBDIVISIONOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429GFOR PHASE II EROSION AND SEDIMENT CONTROL ONLY ЀЀMATCH LINE SHEET 7
NOTES:
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, WVFC SP#01-21
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 “Fairfax Downs” is located south of Fairfax Pike (Route 277) approximately 1.0 mile
east of Interstate 81 and 0.25 miles west Warrior Drive in Frederick County Virginia. The properties are
identified in the Frederick County tax maps as property identification numbers 86-A-78, 86-A-79, 86-A-80,
86-A-81 and is currently zoned B2 & RA. This project proposes single family detached units with associated
access roads and utilities. The site area is 83.08 acres of which approximately 45.66 acres will be disturbed for
construction.
Date of construction: Construction will begin following plan approval.
Existing site conditions: The existing site within the limits of disturbance is mostly farmland and open space
with wooded areas along the perimeter. The majority of the site drains from northwest to southeast with a small
portion draining to the north to Fairfax Pike. Typical slopes range between 1% and 6%.
Adjacent areas: The site is bounded by Fairfax Pike (Route 277) to the north, residential properties zoned RA
to the west, Brandy Lane to the south, and Warrior Drive to the east.
Offsite areas: The proposed sanitary sewer and storm sewer will tie into the existing sanitary sewer and storm
sewer near Warrior Drive.
Soils: The existing soil conditions were obtained from the NRCS Soils Survey. Refer to the soils map this sheet.
Critical areas: No critical areas are identified with this project.
Erosion And Sediment Control Measures: Unless otherwise indicated, all vegetative and structural erosion and
sediment control measures shall be constructed and maintained according to the minimum standards and
specifications of the Virginia Erosion and Sediment Control Handbook.
Structural Measures:
Phase I:
Install Temporary Construction Entrance with Wash Rack (3.02) as shown on the plans to minimize sediment
carried onto roadway.
Install silt fence (3.05) and super silt fence as shown on the plans to intercept and detain small amounts of
sediment from disturbed areas during construction in order to prevent sediment from leaving the site.
Install 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 storm run Structures EX 1, 80, & 81 for sediment basin drain.
Install temporary sediment basin #1 and #2 (3.14) as shown on plans as control measures prior to clearing the
site. Basins shall detain sediment-laden runoff from disturbed areas in "wet" and "dry" storage long enough for
the majority of the sediment to settle out prior to leaving the site.
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.
Install inlet and outlet protection measures as stormwater structures are installed.
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.
* No SWM basin conversion from a sediment basin allowed until their respective drainage areas are completed
and fully stabilized.
*Dry Swales shall not be installed until their respective drainage areas are 100% stabilized.
Vegetative Measures:
Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after final
grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven (7) days
to denuded areas that may not be at final grade but will remain dormant for longer than fourteen (14) days.
Permanent soil stabilization shall be applied to all areas that are to be left dormant for more than one year.
Topsoil that has been stockpiled shall be surrounded with silt fence and protected by mulch and/or temporary
vegetation immediately after grading.
All earth berms, diversions and sediment trap embankments are to be machine-compacted, seeded and
mulched (hay mulch or straw) for temporary and/or permanent vegetative cover immediately after construction
Erosion control mats shall be installed over steep (3:1) cut and fills slope which have been brought to final
grade and seeded to protect from rill and gully erosion.
Management Strategies:
Construction shall be sequenced such that grading operations will begin and end as quickly as possible.
The site superintendent shall be responsible for the installation and maintenance of all erosion and
sediment control measures. Maintenance of these measures throughout the project is critical to the
effectiveness of the program.
After areas above controls have been stabilized, the controls shall be cleaned up and removed.
Electric power, telephone, storm, sanitary, water & gas supply trenches are to be compacted, seeded
and mulched within five (5) days after backfilling. No more than 500 feet are to be open at any one time.
All cut and fill slopes are to be seeded and mulched within five (5) days of completion of grading.
Drainage swales shall be stabilized with check dams until vegetation has been well established, at which
time the check dams shall be removed.
Devices listed above are considered minimum erosion and sediment controls. Additional control
measures may be necessary due to contractor phasing or other unforeseen conditions. It is the
contractor's responsibility to provide additional measures to those shown, as needed, in order to control
erosion and contain sediment on site. All measures shall be installed according to the standards and
specifications in the Virginia Erosion and Sediment Control Handbook.
Stormwater Management:
Increased runoff from this development will be controlled by the Project's stormwater management
facilities.
Maintenance Program:
All control measures shall be inspected daily by the site superintendent or his representative and within
24 hours after any storm event greater than 0.5 inches of rain per 24-hour period. Any damaged
structural measures are to be repaired by the end of the day. Seeded areas shall be checked regularly
to ensure that a good stand of grass is maintained. All areas shall be fertilized and reseeded as needed
until grass is established.
Trapped sediment is to be removed as required to maintain 50% trap efficiency and disposed of by
spreading on site.
Inlet protection shall be checked regularly for sediment build-up. If the gravel outlet is clogged by
sediment, it shall be removed and cleaned or replaced immediately.
The contractor is responsible for keeping existing public roads in a clean, dust and mud free, condition at
all times.
Erosion and sediment control program:
Phase I
1. Hold pre-construction meeting on site with inspector.
2. Install construction entrance.
3. Clearing and grubbing for sediment control devices only (Sediment traps 1-4, diversion dikes, and
silt fence).
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.
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.
N/A
9E&S NARRATIVEFAIRFAX DOWNS SUBDIVISIONOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G
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, WVFC SP#01-21
N/A
10E&S DETAILSFAIRFAX DOWNS SUBDIVISIONOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G
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, WVFC SP#01-21
N/A
11E&S DETAILSFAIRFAX DOWNS SUBDIVISIONOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G
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, WVFC SP#01-21
N/A
12E&S DETAILSFAIRFAX DOWNS SUBDIVISIONOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G
42" RCP ASTM C-361
(RUBBER GASKETS
W.T. JOINTS)
5'
6.5'
**THE 100 YEAR WATER SURFACE ELEVATION
(WSE) ASSUMES ALL OPENINGS BELOW THE
TOP OF THE RISER ARE CLOGGED AND THE
STARTING WSE IS AT THE TOP OF THE RISER.
3:
1
12' WIDE
PROP. GRADE
1 YR WS ELEV 735.64'
10 YR WS ELEV 737.27'
100 YR WS ELEV 739.64'**
SEDIMENT BASIN 1 (SWM POND #1)
PRINCIPAL RISER MODIFICATIONS
NTS
TOP OF RISER
ELEV =737.60
TOP OF BERM
ELEV.=742.00 TYP. TRASH RACK BY
PLASTIC SOLUTION OR
APPROVED EQUAL
12" ORIFICE
INV.=731.50
INV.=732.05
INV.= 725.67
INV.=726.00
6" DIP DRAIN WITH
VALVE (NORMALLY
CLOSED)
4000 PSI CONCRETE
PRECAST RCP BASE AND
RISER STRUCTURE (VDOT) -
SWM-1 SQUARE INSIDE 5' x 5'
CONCRETE FILL
FOR BUOYANCY
NORMAL POOL WS ELEV 734.00' INV.=734.00
12" SCH 40 PVC
6" GATE VALVE
WITH STEM
HAND WHEEL (TYP)
STEM GUIDE (TYP)
CONCRETE BLOCKS
FOR VALVE SUPPORT
WEIR ELEV = 735.80
3.5' W x 0.8' H
VDOT EW-1
ELEV = 724.67
ELEV = 718.17
SIDE TRASH RACK NOT
SHOWN FOR CLARITY
3.5'0.8'INSTALL 8"
DEWATERING
ORIFICE = 734.00
TEMP. PERFORATED
POLYETHYLENE DRAINAGE
PIPE (10") DEWATERING
SYSTEM SEE DETAIL SHEET 11
BLOCK OPENINGS
DRY STORAGE ELEV 737.60'
WET STORAGE ELEV 735.00'
CAP/BLOCK OPENING
SOLID PIPE TO
ELEV = 735.00TEMP. COVER
PLATE W/ 8"
OPENING FOR
DEWATERING
DEVICE
SEDIMENT BASIN CONVERSION TO SWM BASIN NOTES:
1. THE DETAIL ABOVE SHOWS THE PERMANENT RISER AND OUTFALL STRUCTURE IN COLOR GRAY AND
TEMPORARY E&S MODIFICATIONS TO THE SEDIMENT BASIN ARE SHOWN IN BLACK.
2. INSTALL PRINCIPAL RISER , OUTLET PIPE, AND DAM EMBANKMENT AS SHOWN ON SWM POND DETAIL SHEETS.
3. E&S MEASURES TO REMAIN UNTIL UPSTREAM AREAS ARE PERMANENTLY STABILIZED.
4. DURING E&S PHASE, WHILE IN USE AS A SEDIMENT BASIN, THE PRINCIPAL RISER SHALL BE MODIFIED AS SHOWN
ABOVE. TEMPORARILY BLOCK WEIR AND ORIFICE OPENINGS AND INSTALL TEMPORARY DEWATERING ORIFICE
AND DEWATER DEVICE.
5. TO CONVERT FROM SEDIMENT BASIN TO SWM BASIN
- DEWATER BASIN AS NECESSARY USING PUMPED WATER FILTER BAG.
- REMOVE ALL ACCUMULATED SEDIMENT FROM THE BOTTOM OF THE BASIN.
- REGRADE BASIN BOTTOM TO MATCH PROPOSED GRADING SHOWN ON THE GRADING PLAN AND POND DETAIL
SHEETS.
- REMOVE TEMPORARY DEWATERING DEVICE AND GROUT DEWATERING ORIFICES CLOSED (UNLESS OPENING
IS PROPOSED WITH SWM BASIN).
- REMOVE TEMPORARY BLOCKING.
- SEE SHEETS 32-33 FOR SWM BASIN DETAILS.
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
N/A
13ROAD DETAILS AND CALCULATIONSOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G151 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, WVFC SP#01-21
17
1/4":1'
Typical Residential Road Sections (Public Road/SSAR Design)
Bituminous Concrete
Limits of Subbase
LIMITS OF BITUMINOUS SURFACE
50' RW
3:1 SLOPE
STANDARDSIDEWALK
1/4":1'
1'
1/2":1'
2'
Subbase
1/4":1'
10'10'
Std. CG-6
Base Course
CL
1'
2'
1/2":1'
30'
3:1 SLOPE
SIDEWALK
STANDARD
GRASS BUFFER
1/4":1'
R/W
MIN.
4.5'5'
MIN.MIN.
5'4.5'
MIN.
R/W
1/4":1'
Berkeley Street (Public Road/VDOT GS-7 Road Section)
Bituminous Concrete
Limits of Subbase
LIMITS OF BITUMINOUS SURFACE
60' RW
3:1 SLOPE
STANDARDSIDEWALK
1/4":1'
1'
1/2":1'
2'
Subbase
1/4":1'
12'12'
Std. CG-6
Base Course
CL
1'
2'
1/2":1'
36'
3:1 SLOPE
SIDEWALKSTANDARD
GRASS BUFFER
1/4":1'
R/W
MIN.
5'5'
MIN.
R/W
1/4":1'
Entrance Road Sections: Shrewsbury Way (Public Road/VDOT GS-7 Road Section)
Bituminous Concrete
Limits of Subbase
LIMITS OF BITUMINOUS SURFACE
62' RW
3:1 SLOPE
STANDARDSIDEWALK
1/4":1'
1'
1/2":1'
2'
Subbase
1/4":1'
10'10'
Std. CG-6
Base Course
CL
1'
2'
1/2":1'
42'
3:1 SLOPE
SIDEWALKSTANDARD
GRASS BUFFER
1/4":1'
R/W
MIN.
4.5'5'
MIN.MIN.
5'4.5'
MIN.
No On Street Parking; Design Speed = 30 mph; NTSR/W
No On Street Parking; Design Speed = 30 mph; NTSFairfax Downs Typical Residential Public Roads
To allow for - 800 VPD; Design Speed = 25 mph; NTS
1/4":1'
Bituminous Concrete
Limits of Subbase
LIMITS OF BITUMINOUS SURFACE
56' RW
3:1 SLOPE
STANDARDSIDEWALK
1/4":1'
1'
1/2":1'
2'
Subbase
1/4":1'
10'10'
Std. CG-6
Base Course
CL
1'
2'
1/2":1'
36'
3:1 SLOPE
SIDEWALKSTANDARD
GRASS BUFFER
1/4":1'
R/W
MIN.
4.5'5'
MIN.MIN.
5'4.5'
MIN.
R/W
Fairfax Downs Entrance Residential Road Section Pendragon Drive (Public Road/SSAR Design)To allow for - 1000 VPD; Design Speed = 25 mph; NTS
2'2'
MIN.
5'5'
MIN.
FROM STA 14+77.21 TO STA 29+00.00
FROM STA 10+53.00 TO STA 19+35.00FROM STA 11+64.23 TO STA 14+76.57
COLCHESTER CT. FROM STA 14+77.21 TO STA 29+00.00BOLINGBROKE CT. FROM STA 10+68.74 TO STA 16+78.34
BODIAM CT. FROM STA 10+50.00 TO STA 13+56.65WARWICK AVE FROM STA 10+50.00 TO STA 16+80.00NONSUCH FROM STA 11+50.00 TO STA 11+89.74
LANCASTER CT. FROM STA 11+25.55 TO STA 19+85.13
UD-4
UNDERDRAIN
(TYP.)
UD-4
UNDERDRAIN
(TYP.)
UD-4
UNDERDRAIN
(TYP.)
UD-4
UNDERDRAIN
(TYP.)
NOTE: FINAL PAVEMENT DESIGN TO BE BASED ON FIELD OBTAINED CBR VALUES TAKEN IN THE PRESENCE OF VDOT INSPECTOR.
VDOT TO REVIEW CBR'S AND FINAL PAVEMENT DESIGN PRIOR TO APPROVAL FOR USE ON ALL INTENDED PUBLIC STREETS.
UD-4
UNDERDRAIN
(TYP.)
UD-4
UNDERDRAIN
(TYP.)
UD-4
UNDERDRAIN
(TYP.)
UD-4
UNDERDRAIN
(TYP.)
FAIRFAX PIKE ROUTE 277
565' SD
11+00"A"
"A"
"B"
"B"
"C"
"C"
VARIES
12'
12'
14'
12'
12'
10.0'
1.88' EX. PAVED
SHLDR (VARIES)
12'
8.65'
12'5' PAVED
SHLDR 12'
12'
12'
VARIES
VARIES
5'CG-7
CG-
7
CG-7
CG-6CG-620' STORM
DRAINAGE
ESM'T
55
'R 55'R20' STORM
DRAINAGE
ESM'T
135' LEFT
TURN LANE
70' LEFT
TURN LANE
100' RIGHT
TURN LANE
200' LEFT TURN LANEWET TAP
CG-12BCG-12B
5' SIDEWALK
5' PAVED S
H
O
U
L
D
E
R
5' PAVED SHOULDER
PROP. R.O.W.
PROP. STRIPING PROP. STRIPING
PROP.
STRIPING
RELOCATE PP
RELOCATE PP
FUTURE R.O.W.
RESERVATION21'FUTURE R.O.W.
(BY OTHERS)100'STOP SIGN15+0015+66.67VARIES
12'
12'
14'
12'
10.0'
12'
12'
12'
VARIES
5'CG-7
CG-7
CG-6TRANSI
T
I
O
N
CG-655
'
R 55'RTRANSITIONSEE SHEET 22
FOR ROAD
SECTIONS
60
'
R 60'RSEE SHEET 59
FOR STRIPING
PLAN
8" W/L-"H"
TEST PIT
REQ'D
FAIRFAX PIKE ROUTE 277
565' SD
"C"
"C"
"D"
"D"
12'
12'
12'
VARIES
VARIES
5'
12'
7'
VARIES
VARIES
12'
5'
VARIES
27.5'
CG-7
55'R20' STORM
DRAINAGE
ESM'T
135' LEFT
TURN LANE
WET TAP
CG-12B
5' PAVED SHOULDER
PROP. R.O.W.
PROP.
STRIPING
PROP. STRIPING
11.3'
RELOCATE PP RELOCATE PP 100'FUTURE R.O.W.
(BY OTHERS)
STOP SIGN
INSTALL NEW FH PER FW
REQUIREMENTS. EX. MATERIAL
REMOVED SHALL BE PROVIDED TO FW
ONCE REMOVED. ADJUST FW FACILITIES
TO GRADE AND ALIGNMENT AS
REQUIRED BY FW INSPECTOR.
12'
12'
12'
VARIES
5'
12'
7'
VARIES
12'
5'
VARIES
CG-7
55'R60'RSEE SHEET 59
FOR STRIPING
PLAN
1" = 30'
14GEOMETRY-SITE-UTILITIES PLANSFAIRFAX DOWNS SUBDIVISIONOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G
MATCH LINE SHEET 15
MATCH LINE SHEET 15 MATCH LINE THIS SHEETMATCH LINE THIS SHEET151 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, WVFC SP#01-21
** CENTERLINE OF PROPOSED WATER METER BOXES SHALL BE
LOCATED 3' BEYOND THE BACK EDGE OF SIDEWALK AND AT
LEAST 3' OFFSET OF ANY DRIVEWAY. IF A 3' DRIVEWAY
OFFSET IS NOT POSSIBLE, A HEAVY DUTY TRAFFIC RATED LID
SHALL BE USED. THE EXACT LOCATION OF NEW WATER
SERVICES SHALL BE COORDINATED WITH FREDERICK WATER'S
INSPECTOR.
0.41 ACRES OPEN SPACE
(50' SHARED CATEGORY "B"
BUFFER & SCREENING
EASEMENT)11+0012+0013+00PC13+58.5
3 13+58.5314+00PT14+70.18 14+70.1815+0015+00 16+00 17+00 18+00 PC18+01.48PT18+40.5719+00 20+00 21+00 22+00
"B"
"C"
PLUG & FLUSHING
ASS'Y
VARIES
12'
12'
14'
12'
12'
10.0'
12'
12 '12'
VARIES
VARIES
5'
12'15'
15'
10'
10'
62'
56'
36'10'10'
60'36'
12'
12'
CG-6
CG-6
CG-6CG-6CG-6CG-6CG-6CG-7
CG-7 CG-7CG
-
6 CG-6STREET LIGHT
STREET LIGHT
STREET
SIGN
20' STORM
DRAINAGE ESM'T
20' STORM
DRAINAGE ESM'T
20' STORM
DRAINAG
E
ESM'T
20' STORM DRAINAGE ESM'T
20' STORM DRAINAGE ESM'T
20' STORM
DRAINAGE
ESM'T
F.W. ESM'T
F.W. ESM'T
10' F.W. ESM'T10' F.W. ESM'T
F.W. ESM'T
10' F.W. ESM'T60'R60'R
55'R 55'R3
5'
R 35'R20' STORM
DRAINAG
E
ESM'T
135' LEFT
TURN LAN
E
70' LEFT
TURN LAN
E
100' RIGH
T
TURN LAN
E
200'
LEFT
TURN
LANE
F.W. ESM'T
8" W/L-"H"
8" W/L-"H"
8" W/L-"G"8" W/L-"G"
8" W/L-"B"
WET TAP
CG-12B
CG-12B
5' SIDEWALK
5' SIDEWA
L
K
5' PAVED
S
H
O
U
L
D
E
R
PROP. R.O.
W.
8" CROSS
4-8" G.V.
8" TEE
3-8" G.V.
WATER TAP
TEST PIT
REQ'D
20' STORM DRAINAGE ESM'T
TB-1
F.W. ESM'T
23+00
R350'
STOP
SIGN
STOP SIGN
RELOCAT
E
P
P
RELOCAT
E
P
P
RELOCAT
E
P
P
PROP. R.O.W.
PROP. R.O.W.
FUTURE R.O.W.
RESERVATION
PROP. R.O.W.
STOP SIG
N
SPEED
LIMIT SIGN
NO PARKING SIGN
NO
PARKING
SIGN
SPEED
LIMIT SIGN
PROP 45°
BENDS
SUBDIVISION SIGN (PERMITTED
UNDER SEPARATE PERMIT)
CG-12BCG-12B
CG-12B
CG-12B
NO PARKING
SIGN
NO PARKING
SIGN
NO PARKING SIGN
NO PARKING
SIGN
NO PARKING
SIGN
NO PARKING
SIGNINSTALL N
E
W
F
H
P
E
R
F
W
REQUIRE
M
E
N
T
S.
E
X.
M
A
T
E
RI
A
L
REMOVED
S
H
A
L
L
B
E
P
R
O
VI
D
E
D
T
O
F
W
ONCE RE
M
O
V
E
D.
A
D
J
U
S
T
F
W
F
A
CI
LI
TI
E
S
TO GRAD
E
A
N
D
A
LI
G
N
M
E
N
T
A
S
REQUIRE
D
B
Y
F
W I
N
S
P
E
C
T
O
R.
AIR RELEASE
VALVE
MJ CAP AND
FLUSHING ASSY
INSTALL WATER METER
AND ADJUST EX WATER
SERVICE AROUND STM
20+0020+73.1810+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+0010+0011+0012+0013+0014+0015+0015+66.67100.00'105.00'80.00'80.00'72.02'47.65'80.01'80.01'71.91'
60.50'16.55'104.41'
32.36'7.98'72.02'47.65'80.01'80.01'71.91'
60.50'16.55'104.41'
32.36'7.98'
SEE SHEET ## FOR
STRIPING PLAN
PRETREATMENT CELL
VOLUME = 268 ft3
DRY SWALE #3 (SEE SHEET ##)
PRETREATMENT CELL
VOLUME = 268 ft3
DRY SWALE #3 (SEE SHEET ##)15GEOMETRY-SITE-UTILITIES PLANSFAIRFAX DOWNS SUBDIVISIONOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429GMATCH LINE SHEET 16 MATCH LINE SHEET 17
MATCH LI
N
E
S
H
E
E
T
14
MATCH LINE SHEET 181" = 30'
MATCH LI
N
E
S
H
E
E
T
14 151 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, WVFC SP#01-21
** CENTERLINE OF PROPOSED WATER METER BOXES SHALL BE
LOCATED 3' BEYOND THE BACK EDGE OF SIDEWALK AND AT
LEAST 3' OFFSET OF ANY DRIVEWAY. IF A 3' DRIVEWAY
OFFSET IS NOT POSSIBLE, A HEAVY DUTY TRAFFIC RATED LID
SHALL BE USED. THE EXACT LOCATION OF NEW WATER
SERVICES SHALL BE COORDINATED WITH FREDERICK WATER'S
INSPECTOR.
1.35 ACRES OPEN SPACE
(50' SHARED CATEGORY "B"
BUFFER & SCREENING
EASEMENT)0.41 ACRES OPEN SPACE
(50' SHARED CATEGORY "B"
BUFFER & SCREENING
EASEMENT)
280' SD
280' SDPT14+70.18 14+70.1815+0015+00 16+00 17+00 18+00 PC18+01.48PT18+40.5719+00
PC10+72.6811+00
PT11+28.1812+00
13+00
14+00
11+0012+0013+001.19 ACRES OPEN SPACE
50'
30'10'10'
50'30'
10'
10'
60'36'
12'
12'
8" TEE
3-8" G.V.
FIRE HYD.
ASS'Y
STOP SIGN
STOP SIGN CG-12B
CG-12B
CG-6
CG-6
CG-6
CG-6
CG-6CG-6CG-6CG-6STREET SIGN
STREET LIGHT
STREET
LIGHT
STREET
LIGHT
20' STORM DRAINAGE ESM'TR60.0'R50.0'
20' BRL
20' B
R
L
25' BRL
15' B
R
L 35' BRL3 5' BRL
2 5' BRL
2 5' BRL
10' BRL10' BRL10' BRL10' BRL10' BRL2 5' BRL
2 5' BRL
35' BRL35' BRL
35' BRL35' BRL35' BRL
20' STORM
DRAINAGE ESM'T
20' STORM
DRAINAGE ESM'T
20' STORM DRAINAGE ESM'T
20' STORM
DRAINAGE
ESM'T
3
5'
R
3 5'R
35'R
35'R 60'R60'R
20' STORM
DRAINAGE ESM'T
8" W/L-"H"
8" W/L-"G"
8" W/L-"C"
8" W/L-"F"
SAN LAT
(TYP)
WM (TYP)
8" TEE
3-8" G.V.
WATER TAP
TEST PIT
REQ'D
35' BRL 35' BRL 35' BRL 35' BRL 35' BRL
25' BRL25' BRL
25' BRL 25' BRL25' BRL
25' BRL
35' BRL 35' BRL 35' BRL
25' BRL25' BRL25' BRL25' BRL25' BRL25' BRL
35' BRL35' BRL35' BRL35' BRL35' BRL35' BRL25' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL20' BRL20' BRL20' STORM DRAINAGE ESM'T
10' WIDE
D/W
12' WIDE
D/W 18' WIDE
D/W
(TYP.)
4' WIDE
S/W
(TYP.)
TB-1
5' SIDEWALK
STOP SIGN
PROP. R.O.W.
FUTURE R.O.W.
RESERVATION
PROP 45°
BENDS
PROP 11.25°
BENDS
CG-12BCG-12B
NO PARKING
SIGN
NO PARKING
SIGN
10' BRL10' BRL10' BRLMJ CAP AND
FLUSHING ASSY
INSTALL WATER METER
AND ADJUST EX WATER
SERVICE AROUND STM
C/O
8"x6" TEE
1-6" G.V.
8"X6"
REDUCER
1-6" G.V.15+0016+0017+0010+08.68
11+00
12+00 13+00 14+00
10+00 11+00 12+00 13+00 14+0010+0011+0010' F.W. ESM'T 10' F.W. ESM'T
10' F.W.
ESM'T101.17'200.
1
6
'124.72'94.9
5
'
7
9
.
9
4
'142.06'153.66'152.31'151.06'150.01'72.02'47.65'80.01'80.01'71.91'
100.08'
60.50'16.55'104.41'31.92'193.19'151.28'158.56'160.00'160.00'105.00'139.58'160.00'63.14'16.86'80.00'
67.24'
20.67'
1
3
0
.
3
6
'
87.94'52.89'32.36'7.98'
70.05'80.00'80.00'80.00'135.00'135.00'80.00'80.00'43.05'80.00'80.00'75.00'46.15'20.39'67.57'52.45'23.55'15.73'
13
.
3
4
'
23.73
'52.07'
36.99'39.27'39.27'LOT 59
LOT 62LOT 64
LOT 65
LOT 58
LOT 60 LOT 61
LOT 63
LOT 69 LOT 70 LOT 71 LOT 72 LOT 73 LOT 74
LOT 67
LOT 68
LOT 6645.73'9.95'151 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, WVFC SP#01-21
16GEOMETRY-SITE-UTILITIES PLANSFAIRFAX DOWNS SUBDIVISIONOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G
MATCH LINE SHEET 15
MATCH LINE SHEET 19 MATCH LINE SHEET 17MATCH LINE SHEET 171" = 30'** CENTERLINE OF PROPOSED WATER METER BOXES SHALL BE
LOCATED 3' BEYOND THE BACK EDGE OF SIDEWALK AND AT
LEAST 3' OFFSET OF ANY DRIVEWAY. IF A 3' DRIVEWAY
OFFSET IS NOT POSSIBLE, A HEAVY DUTY TRAFFIC RATED LID
SHALL BE USED. THE EXACT LOCATION OF NEW WATER
SERVICES SHALL BE COORDINATED WITH FREDERICK WATER'S
INSPECTOR.
0.41 ACRES OPEN SPACE(50' SHARED CATEGORY "B"BUFFER & SCREENINGEASEMENT)PC18+01.48
PT18+40.57
19+0020+0021+0022+0011+0012+00
13+00
15+00
16+00
17+0018+00 14+0015+0016+0017+0018+0019+0020+0011+00
12+00
13+0014+0015+00
11+0012+0035' BRL10' BRL25' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL35' BRL35' BRL35' BRL35' BRL35' BRL35' BRL35' BRL35' BRL35' BRL35' BRL25' BRL25' BRL25' BRL25' BRL25' BRL35' BRL35' BRL35' BRL35' BRL35' BRL35' BRL25' BRL25' BRL25' BRL25' BRL25' BRL35' BRL25' BRL25' BRL25' BRL25' BRL25' BRL25' BRL25' BRL25' BRL25' BRL
25' BRL25' BRL
25' BRL25' BRL
25' BRL25' BRL
25' BRL
35' BRL 35' BRL 35' BRL 35' BRL 35' BRL
35' BRL35' BRL35' BRL35' BRL35' BRL35' BRL
35' BRL
35' BRL 35' BRL 35' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL25' BRL
5' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
35' BRL
35' BRL
10' BRL
10' BRL
10' BRL
10' BRL
25' BRL
14+00
5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK23+0024+00PROP. R.O.W.10+0011+0012+0012+00
13+00
14+00 15+00 16+00
17+00 18+00 19+0020+00 20+73.18
12+00
13+00
14+00 15+00 16+00 17+00
10+0014+0015+0016+0017+0018+0019+0020+0014+0015+0016+0017+0018+0019+0020+0056'36'10'10'50'30'10'10'50'30'
10'
10'50'30'10'10'50'30'10'10'10'50'10'30'10'30'10'50'30'10'10'50'30'10'10'60'36'12'12'CG-12B35'R
3
5
'
R
STOP
SIGN
CG-12B
STOP SIGN
STOP
SIGN
STOP SIGNSTOP SIGN
STOP
SIGN
CG-12B
CG-12B
CG-12B
CG-12BCG-12B
CG-12B
CG-12B
CG-12B
CG-6CG-6CG-6
CG-6
CG-6
CG-6
CG-6CG-6STREET SIGNSTREET SIGN
STREET
SIGN
STREET SIGN
STREET
LIGHT
STREET
LIGHT
STREET LIGHT
STREET
LIGHT
5' SIDEWALKSTREET
SIGN
STREET
LIGHT
20' STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
20' STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
20' STORM
DRAINAGE
ESM'T
20' STORM
DRAINAGE ESM'T
20' STORM
DRAINAGE
ESM'T
10' F.W.
ESM'T
F.W. ESM'T
20' STORM
DRAINAGE
ESM'T
20' STORM
DRAINAGE
ESM'T
20' STORM
DRAINAGE ESM'T
20' STORM
DRAINAGE ESM'T
F.W.
ESM'T
10' F.W. ESM'T
10' F.W. ESM'T
10' F.W. ESM'T
10' F.W.
ESM'T
10' F.W.
ESM'T
10' F.W. ESM'T 10' F.W.ESM'T10' F.W. ESM'T
35'R
35'
R
3
5
'
R
35'R
35'R
3
5
'
R
3
5
'
R
35'R35'R35'
R
FOREBAY
150.01'
150.00'
150.00'
150.00'
150.00'
150.00'80.00'80.00'100.00'105.00'80.00'80.00'72.02'103.00'79.00'78.00'165.00'
165.00'150.00'
150.38'80.00'150.00'80.00'150.00'100.00'100.00'150.00'150.00'80.00'150.00'150.00'150.00'150.00'80.00'80.00'80.00'150.00'150.00'150.00'80.00'150.00'150.00'150.00'32.36'7.98'80.00'80.00'80.00'80.00'125.00'
125.00'75.00'80.00'80.00'80.00'75.00'125.00'125.00'75.00'80.00'80.00'79.00'79.00'78.00'140.00'
130.00'135.00'135.00'125.00'125.00'75.00'80.00'80.00'80.00'80.00'80.00'80.00'
80.00'80.00'80.00'80.00'80.00'80.00'75.00'39.27'39.27
'
39
.
2
7
'39.27'39.2
7
'39.27'39.27'39.27
'39.27'39.27
'
5' SIDEWALK
4' WIDE S/W
(TYP.)
LOT 23
LOT 21
LOT 11
LOT 12
LOT 22
LOT 10 LOT 9
LOT 8 LOT 2
LOT 3
LOT 74
LOT 75
LOT 76
LOT 77
LOT 91LOT 90LOT 89LOT 88
LOT 87
LOT 83 LOT 82 LOT 81 LOT 80 LOT 79
LOT 1
LOT 78LOT 84
LOT 92 LOT 93
8" CROSS
4-8" G.V.
8" TEE
3-8" G.V.
8" TEE
3-8" G.V.
8" W/L-"G"
8" W/L-"B"
8" W/L-"B"
8" W/L-"A"
8" W/L-"A"
8" W/L-"C"8" W/L-"C"
8" W/L-"E"
FIRE HYD. ASS'Y
FIRE HYD.
ASS'Y
SAN LAT
(TYP)
WM
(TYP)
18' WIDE D/W
(TYP.)4' WIDE S/W
(TYP.)
5' SIDEWALK
5' SIDEWALK5' SIDEWALK
20' STORM
DRAINAGE
ESM'T
20' STORM
DRAINAGE
ESM'T
20' STORM
DRAINAGE
ESM'T
8" W/L-"F"
8" W/L-"F"
20' STORM
DRAINAGE
ESM'T
10' F.W. ESM'T
CG-9B (TYP.)CG-9B (TYP.)CG-9B (TYP.)CG-9B (TYP.)CG-9B
(TYP.)
CG-9B
(TYP.) PLUG & FLUSHINGASS'Y5' SIDEWALK
PROP
11.25°
BENDS
AIR RELEASE VALVE PROP 11.25° BEND
8" CROSS
4-8" G.V.
PROP 45°
BENDS
PROP 45°
BENDS
PROP 45°
BENDS
PROP 45°
BENDS
8" TEE
3-8" G.V.PROP 45°
BENDS
PROP 45°
BENDS
8"X6" TEE
1-6" G.V.
8"X6"
TEE
1-6"
G.V.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, WVFC SP#01-21
17GEOMETRY-SITE-UTILITIES PLANSFAIRFAX DOWNS SUBDIVISIONOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G
MATCH LINE SHEET 18MATCH LINE SHEET 16MATCH LINE SHEET 20MATCH LINE SHEET 19
MATCH LINE SHEET 20MATCH LINE SHEET 18
1" = 30'
** CENTERLINE OF PROPOSED WATER METER BOXES
SHALL BE LOCATED 3' BEYOND THE BACK EDGE OF
SIDEWALK AND AT LEAST 3' OFFSET OF ANY DRIVEWAY.
IF A 3' DRIVEWAY OFFSET IS NOT POSSIBLE, A HEAVY
DUTY TRAFFIC RATED LID SHALL BE USED. THE EXACT
LOCATION OF NEW WATER SERVICES SHALL BE
COORDINATED WITH FREDERICK WATER'S INSPECTOR.
** CONTRACTOR TO VERIFY EXISTING WATERMAIN
LOCATIONS AND DIAMETERS. IF LOCATION OR SIZE
DIFFER FROM PLANS CONTACT GREENWAY
ENGINEERING AND FREDERICK WATER INSPECTOR.
0.97 ACRES TO BEDEDICATED AS PUBLIC RW0.81 ACRES OPEN SPACE
(50' SHARED CATEGORY "B"
BUFFER & SCREENING
EASEMENT)280' SD280' SD280' SD280' SD280' SD22+00
11+0012+0013+0015+0016+0017+00 18+00 19+00 20+00 21+00
11+00
12+00
13+69.34
1.62 ACRES SWM-OPEN SPACE
ASS'Y
PROP 22.5°
56'
36'10'10'
50'
30'10'10'
50'30'
10'
50'30'
10'
10'
8" CROSS
4-8" G.V.FIRE HYD.
ASS'Y
CG-12B
3
5
'R35'RSTOP SIGN
CG-12B
STOP SIGN
CG-12B
CG-12B
CG-12B
CG-6
CG-6
CG-6
CG-6
CG-6CG-6STREET SIGN
STREET
SIGN
STREET LIGHT
STREET
LIGHT
STREET LIGHT
5' SIDEWALK
STREET
SIGN
STREET
LIGHT
STORM DRAINAGE ESM'TSTORM DRAINAGE ESM'T
STORM DRAINAGE ESM'T
ACCESS
ROAD ESM'T
STORM
DRAINAGE ESM'T
CG-6
R58.0'10' BRL3 5' BRL
20' BRL
20' BRL20' BRL20' BRL
25' BRL10' BRL
10' BRL35' BRL25' BRL
10' BRL35' BRL
25' BRL
10' BRL2
5'
B
R
L
10' BRL2
5'
B
R
L10' BRL25' BRL3
5
'
BR
L20' STORM DRAINAGE ESM'T20' STORM DRAINAGE ESM'T
20' STORM
DRAINAGE
ESM'T
20' STORM DRAINAGE ESM'T 20' FW ESM'T20' F.W. ESM'T10' F.W. ESM'T20' STORM
DRAINAGE
ESM'T
10' F.W. ESM'T
F.W. ESM'T F.W. ESM'T
3
5
'R35'R3
5'R
3
5'
R 35'R30'
R30'R
12' TOP OF BERM = 742.00F.W. ESM'T
62' OF CASING
ACROSS FUTURE
60' ROW
8" W/L-"B"
-"B"
12" W/L-"A"
8" W/L-"F"
8" W/L-"F"
SAN LAT
(TYP)
WM
(TYP)
8" CROSS
4-8" G.V.
35' BRL 35' BRL 35' BRL 35' BRL
35' BRL 35' BRL
25' BRL 25' BRL
25' BRL 25' BRL 25' BRL 25' BRL
35' BRL 35' BRL 35' BRL 35' BRL 35' BRL
25' BRL25' BRL25' BRL25' BRL25' BRL
35' BRL35' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL35' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL20' TEMPORARYCONSTRUCTION ESMN'T18' WIDE D/W
(TYP.)
10' WIDE
D/W
4' WIDE S/W
(TYP.)
POND ACCESS.
SEE DETAIL ON
SHEET ###14+0080' MAJOR COLLECTOR FULLROAD EFFICIENCY BUFFERSTOP SIGN
STOP SIGN
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
CG-12B
CG-12B
TEST PIT
REQUIRED50'R
5
0
'
R 50'R5
0
'
R
CG-6CG-6
CG-6
CG-6
WETLANDS-DO
NOT DISTURB
WETLANDS-TO BE
DISTURBED
WETLANDS-TO BE
DISTURBED
RELOCATED
SCHOOL SIGNS
PROP. ROW
80' MAJOR COLLECTOR FULLROAD EFFICIENCY BUFFER50' SHARED CATEGORY "B"
BUFFER & SCREENING
EASEMENT
23+00 25+00 26+00 27+00
28+00
29+00 29+74.71
10' SIDEWALK
CG-12B
CG-12B
CG-12B10' SIDEWALK5' SIDEWALK5' SIDEWALK
6
8
'
R
24+00
8" W/L
12"x8" CROSS
2-8" G.V.
2-12" G.V.
PROP 45° BENDS
FIRE HYD.
ASS'Y
CG-6
CG-6
60'36'
12'
12'
STOP
SIGN
PROP. R.O.W.
12"x 8" TEE
2-12" G.V.
1-8" G.V
C
G
-
6 CG-
6R
END OF VDOT
MAINTENANCE
12" CL 52
DIP WL
12" CL 52
DIP WL
EDGE OF VDOT
MAINTENANCE
EXISTING VDOT
R.O.W.
PROP 45°
BENDS
PROP 45°
BENDS
SUBDIVISION SIGN (PERMITTED
UNDER SEPARATE PERMIT)
CG-12B
NO PARKING
SIGNNO PARKING
NO
PARKING
SIGN
NO
PARKING
SIGN
NO PARKING SIGN
NO PARKING
SIGN
NO PARKING SIGN
TIE TO EXISTING
DEMO WLs, REMOVE TEE AND
2 WVs. REMOVAL SHALL BE
COORDINATED WITH
FW INSPECTOR
TIE TO EX, 8" GV
END STATE MAINTENANCE
SIGN (I-V3b)
F.W. ESM'T
10' F.W. ESM'T
10' F.W. ESM'T
REMOVE EX
STM AND PIPE
DO NOT DISTURB
OR REMOVE
P/L
C/L
STREET
SIGN
TEST PIT
REQUIRED
CORE DRILL, BOOT, AND RESHAPING
OF INVERT WILL OCCUR WITH
FUTURE CONNECTION
CONTRACTOR TO VERIFY
EXISTING WATER MAIN
LOCATION AND DIAMETER
20' F.W. ESM'T
8"x6" TEE
1-6" G.V.
8"X6" REDUCER
1-6" G.V.
PROP 45°
BEND
PROP 45°
BEND
20' F.W. ESM'T
12"X8"
REDUCER
TEST PIT
REQUIRED
30+00 31+00
17+0018+0019+0020+0021+0022+0023+0014+0015+0016+0017+0018+0019+0020+0020+73.1818+00 19+00 20+00 21+00 22+00 22+57.34
17+00 18+00 19+00 20+00 21+00 22+00 23+00
24+00
25+00 25+60.57
FOREBAY150.00'150.00'150.00'150.28'128.62'129.62'
126.18'44.30'90.06'90.06'118.67'108.86'86.11'80.00'80.00'100.00'150.00'150.38'150.38'150.00'132.98'138.54'94.38'57.39'59.37'83.78'
97.25'
80.00'80.00'150.00'80.00'150.00'100.00'125.00'125.00'75.00'80.00'80.00'75.66'
80.00'75.00'125.00'125.00'75.00'80.00'80.00'80.00'68.72'75.00'80.00'80.00'80.00'39.27'39.27'39.27'39.27'22.79'73.44'20.3
7
'59.15
'39.27'43.61'5.68'
LOT 11 LOT 12
LOT 14
LOT 16
LOT 7
LOT 13
LOT 15
LOT 10
LOT 9 LOT 8
LOT 6
LOT 2 LOT 3 LOT 4
LOT 5
LOT 1
SWM BASIN 1
CLASS I RIP-RAP
MIN "T" = 24"
L = 20', TYPE B
CLASS I RIP-RAP
MIN "T" = 24"
L = 15', TYPE B
SWM BASIN 1
10 YR WSE =
737.27'
CLASS I RIP-RAP
MIN "T" = 24"
L = 20', TYPE B
CLASS I RIP-RAP
MIN "T" = 24"
L = 15', TYPE B
VARIABLE WIDTH
R.O.W.
DEDICATION
10' R.O.W.
RESERVATION
AREA
10'
VAR.
CG-9B (TYP.)
CG-9B (TYP.)
1.26'
40'40'40' INACTIVE BUFFERZONE40' ACTIVE BUFFERZONE151 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, WVFC SP#01-21
18GEOMETRY-SITE-UTILITIES PLANSFAIRFAX DOWNS SUBDIVISIONOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G
MATCH LINE
SHEET 21MATCH LINE SHEET 17MATCH LINE SHEET 17MATCH LINESHEET 16MATCH LINE SHEET 21
1" = 30'
MATCH LINE SHEET 15
** CENTERLINE OF PROPOSED WATER METER BOXES
SHALL BE LOCATED 3' BEYOND THE BACK EDGE OF
SIDEWALK AND AT LEAST 3' OFFSET OF ANY
DRIVEWAY. IF A 3' DRIVEWAY OFFSET IS NOT
POSSIBLE, A HEAVY DUTY TRAFFIC RATED LID
SHALL BE USED. THE EXACT LOCATION OF NEW
WATER SERVICES SHALL BE COORDINATED WITH
FREDERICK WATER'S INSPECTOR.
PUMP STATION NOTE:
THE SHERANDO PUMP
STATION UPGRADE
PLANS WILL BE
FINALIZED AND
APPROVED THROUGH
FREDERICK WATER
BEFORE FREDERICK
WATER'S ACCEPTANCE
OF APPLICATION AND
PAYMENT FOR THE 60TH
METER FOR THE
RESIDENTIAL
SUBDIVISION. THE
SHERANDO PUMP
STATION UPGRADE
PLANS WILL BE FULLY
CONSTRUCTED,
OPERATIONAL, AND
ACCEPTED FOR START
OF THE ONE YEAR
WARRANTY PERIOD
PRIOR TO THE
ACCEPTANCE OF
APPLICATION AND
PAYMENT FOR THE 90TH
METER.
SEE SEPARATE PUMP
STATION PLAN FOR
PROPOSED
IMPROVEMENTS
1.74 ACRES TO
BE DEDICATED
AS PUBLIC RW
1.47 ACRES TO BE
DEDICATED AS
PUBLIC RW
12+00
13+0014+0015+0016+00
17+00 11+0012+0018+0019+0020+0025' BRL25' BRL10' B
R
L
10' B
R
L 25' BRL 10'
BRL10' BRL10' BRL25' BRL
10' BRL25' BRL
10' BRL10' BR
L
10' BR
L 10' BRL
25' BRL 25' BRL
25
'
BRL25' BR
L
10' BRL
10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL2
5' BR
L25' BRL35' BRL3 5' BRL
3
5'
B
R
L
35' BRL35' BRL35' BRL35'
BRL35' BRL3 5' BRL
3
5'
B
R
L
35' BRL35' BRL35' BRL35' BRL35' BRL35' BRL35' BRL35' BRL35' BRL35' BRL25' BRL25' BRL25' BRL25' BRL25' BRL25' BRL25' BRL25' BRL25' BRL25' BRL25' BRL25' BRL25' BRL25' BRL25' BRL25' BRL25' BRL35' BRL 35' BRL 35' BRL35' BRL 35' BRL 35' BRL
35' BRL35' BRL 35' BRL 35' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
25' BRL 10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
15' TEMP. CONST.
ESMN'T FOR THE
BENEFIT OF
BRANDY LANE
CONSTRUCTION 5' SIDEWALK10' BRL
10' BRL
10' BRL
10
+
0
8
.
0
4
11+0012+0013+0010+00 11+00 12+00
13+00
14+00 15+00 16+0012+0011+0010+0050'30'10'10'50'30'10'10'50'10'30'10'50'10'30'10'STOP SIGN
STOP
SIGN
CG-12B
CG-12B
CG-12B
CG-12B CG-6CG-6CG-6CG-6CG-6
CG-6
CG-6
STREET SIGN
STREET
SIGN
STREET LIGHT
STREET
LIGHT
STREET LIGHT
STREET
LIGHT
20' STORM
DRAINAGE ESM'T
20' STORM DRAINAGE ESM'T
20' STORM
DRAINAGE
ESM'TCG-6CG-620' STORM
DRAINAGE
ESM'T
20' STORM
DRAINAGE ESM'T
F.W. ESM'T
10' F.W. ESM'T 10' F.W. ESM'T 10' F.W.ESM'T35'R
3
5
'
R
35'R35'R
3
5
'R35'R3
5
'R35'R20' STORM
DRAINAGE ESM'T
PRETREATMENT CELL
VOLUME = 316 ft3
DRY SWALE #1
F.W. ESM'T
193.19'105.00'139.58'
160.00'63.14'16.86'80.00'67.24
'20.67
'130.36'87.94
'148.92'52.89'
1
5
7
.
0
8
'
145.
0
5
'92.60'87.85'130.28'143.15'
155.00'155.00'105.00'80.00'138.84'155.70'87.83'162.01'137.13'142.64
'150.39'158
.
8
5
'132.18'141.62'86.73
'
150.00'80.00'150.00'
150.00'80.00'80.00'80.00'80.00'31.54'80.00'49.74'80.00'130.00'130.00'80.00'59.74'59.74'80.00'135.00'
75.00'80.00'80.00'80.00'80.00'80.00'80.00'39.27'3
9
.
2
7
'19.12'19.78'54.62'42
.
5
6
'
42.87'43.17'49.98'4
0
.
1
1
'
1
9
.
1
2
'
39.27'39.27
'
1
9
.
1
2
'70.55
'42.87'43.17'
45.
3
9
'46.90
'19.12'37.16'4' WIDE S/W
(TYP.)
LOT 44
LOT 42
LOT 48
LOT 49
LOT 50
LOT 54
LOT 56
LOT 59
LOT 65
LOT 45
LOT 43
LOT 46
LOT 47
LOT 51
LOT 53
LOT 52
LOT 55
LOT 57
LOT 58
LOT 60
LOT 61
LOT 66
PROP 45°
BEND
8" TEE
3-8" G.V.
8" TEE
3-8" G.V.
FIRE HYD.
ASS'Y
FIRE HYD.
ASS'Y
8" W/L-"D"
8" W/L-"C"8" W/L
8" W/L-"E"
8" W/L-"E"
FIRE HYD. ASS'Y
SAN LAT
(TYP)
WM
(TYP)
10' WIDE D/W
(TYP.)
4' WIDE S/W
(TYP.)
5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK20' STORM
DRAINAGE
ESM'T
20' STORM
DRAINAGE
ESM'T
CG-9B
(TYP.)
CG-9B
(TYP.)
CG-9B
(TYP.)
PROP 11.25°
BEND
PROP
11.25°
BEND
PROP 11.25° BEND
AIR RELEASE VALVE PROP 11.25° BEND
PROP 11.25°
BEND
7.0
5
'
8"X6" TEE
1-6" G.V.
8"X6" REDUCER
1-6" G.V.8"X6" REDUCER
1-6" G.V.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, WVFC SP#01-21
19GEOMETRY-SITE-UTILITIES PLANSFAIRFAX DOWNS SUBDIVISIONOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G
MATCH LINE SHEET 20 MATCH LINE SHEET 16MATCH LINE SHEET 17
1" = 30'
** CENTERLINE OF PROPOSED WATER METER BOXES SHALL BE
LOCATED 3' BEYOND THE BACK EDGE OF SIDEWALK AND AT
LEAST 3' OFFSET OF ANY DRIVEWAY. IF A 3' DRIVEWAY
OFFSET IS NOT POSSIBLE, A HEAVY DUTY TRAFFIC RATED LID
SHALL BE USED. THE EXACT LOCATION OF NEW WATER
SERVICES SHALL BE COORDINATED WITH FREDERICK WATER'S
INSPECTOR.
7.53 ACRES OPEN
SPACE AREA
15+00
16+00
17+0018+0019+00
13+0014+0015+0016+00
17+00
PC11+15.55 12+00PT12+18.17 13+0014+0015+0016+0017+0018+0011+0012+0013+001.74 ACRES TO
BE DEDICATED
AS PUBLIC RW
25' BRL25' BRL35' BRL10' BRL
25' BRL10' BRL 10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL35' BRL35' BRL35' BRL35' BRL35' BRL35' BRL35' BRL35' BRL35' BRL35' BRL35' BRL35' BRL35' BRL35' BRL35' BRL35' BRL35' BRL35' BRL25' BRL25' BRL25' BRL25' BRL25' BRL25' BRL25' BRL25' BRL25' BRL25' BRL25' BRL25' BRL25' BRL25' BRL25' BRL
25' BRL25' BRL
25' BRL25' BRL
25' BRL
35' BRL 35' BRL 35' BRL
35' BRL35' BRL35' BRL35' BRL35' BRL35' BRL
35' BRL 35' BRL 35' BRL
35' BRL 35' BRL 10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL35' BRL35' BRL25' BRL25' BRL
25' BRL
25' BRL
25' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
25' BRL
10' BRL 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK15' TEMP. CONST.
ESMN'T FOR THE
BENEFIT OF
BRANDY LANE
CONSTRUCTION 10+0011+0012+0013+0010+00 11+00 12+00
13+00
14+00 15+0013+0014+0015+0016+0017+0018+0019+0050'30'
10'
10'50'30'10'50'10'50'10'30'10'30'10'50'10'30'10'STOP SIGN
STOP
SIGN
CG-12B
CG-12B
CG-12B
CG-12B
CG-12BCG-6CG-6CG-6CG-6
CG-6CG-6
CG-6
STREET SIGNSTREET
SIGN
STREET SIGN
STREET
SIGN
STREET
LIGHT
STREET
LIGHT
20' STORM
DRAINAGE
ESM'T
20' STORM DRAINAGE ESM'T
20' STORM DRAINAGE ESM'T
20' STORM DRAINAGE ESM'T
20' STORM
DRAINAGE ESM'T
20' STORM
DRAINAGE ESM'T
20' STORM
DRAINAGE
ESM'T
10' F.W.
ESM'T
F.W. ESM'TF.W. ESM'T10' F.W.
ESM'T
10' F.W.
ESM'T
10' F.W.
ESM'T
3
5
'
R
35'R35'R35'R35'R
CLASS I RIP-RAP
MIN "T" = 24"
L = 20', TYPE A
10' F.W.
ESM'T
150.00'
150.00'80.00'150.00'80.00'150.00'80.00'150.00'
150.00'
150.00'
150.00'
145.42'70.17'80.00'80.01'79.99'80.00'53.74'166.75'
165.00'
165.00'103.00'79.00'78.00'82.55'165.25'
165.00'
165.00'150.00'
150.38'
150.38'150.00'150.00'80.00'80.00'80.00'150.00'150.00'150.00'80.00'150.00'150.00'80.00'150.00'150.00'150.00'100.00'
125.00'75.00'80.00'80.00'80.00'70.65'79.00'79.00'78.00'140.00'140.00'78.00'79.00'35.37'15.42'79.80'80.00'80.20'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'75.00'125.00'125.00'75.00'80.00'80.00'80.00'80.00'80.00'39.27'3
9
.
2
7
'78.58'48.85'58.89'18.90'39.27'39.27'39.27
'
LOT 42
LOT 39
LOT 26
LOT 23
LOT 21
LOT 11
LOT 12
LOT 41
LOT 40
LOT 38
LOT 37
LOT 36
LOT 35
LOT 25
LOT 24
LOT 22
LOT 10
LOT 91LOT 90LOT 89LOT 88
LOT 87
LOT 86
LOT 83 LOT 82 LOT 81 LOT 80LOT 84LOT 85
8" TEE
3-8" G.V.8" TEE
3-8" G.V.
8" W/L8" W/L-"B"
8" W/L-"A"
8" W/L-"A"8" W/L-"D"FIRE
HYDRANT
ASS'Y
SAN LAT
(TYP)
WM
(TYP)
10' WIDE D/W (TYP.)
4' WIDE S/W
(TYP.)
18' WIDE D/W
(TYP.)4' WIDE S/W
(TYP.)
5' SIDEWALK
5' SIDEWALK5' SIDEWALK
5' SIDEWALK5' SIDEWALK5' SIDEWALK20' STORM
DRAINAGE
ESM'T
20' STORM
DRAINAGE
ESM'T
20' STORM
DRAINAGE
ESM'T CG-9B (TYP.)CG-9B (TYP.)CG-9B
(TYP.)
CG-9B
(TYP.)
CG-9B (TYP.)
PROP 11.25°
BEND
PROP
11.25°
BENDS
AIR
RELEASE
VALVE
PROP 11.25°
BEND
PROP 11.25°
BEND
PROP
11.25°
BEND
8"X6" TEE
1-6" G.V.
AIR RELEASE 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, WVFC SP#01-21
20GEOMETRY-SITE-UTILITIES PLANSFAIRFAX DOWNS SUBDIVISIONOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429GMATCH LINE SHEET 21 MATCH LINE SHEET 17MATCH LINE SHEET 17MATCH LINE SHEET 19
MATCH LINE SHEET 21
MATCH LINE SHEET 19
MATCH LINE SHEET 181" = 30'
** CENTERLINE OF PROPOSED WATER METER BOXES
SHALL BE LOCATED 3' BEYOND THE BACK EDGE OF
SIDEWALK AND AT LEAST 3' OFFSET OF ANY DRIVEWAY.
IF A 3' DRIVEWAY OFFSET IS NOT POSSIBLE, A HEAVY
DUTY TRAFFIC RATED LID SHALL BE USED. THE EXACT
LOCATION OF NEW WATER SERVICES SHALL BE
COORDINATED WITH FREDERICK WATER'S INSPECTOR.
0.97 ACRES TO BE
DEDICATED AS PUBLIC RW
7.53 ACRES SWM AND
OPEN SPACE AREA11+00PC11+15.55 12+00PT12+18.17
13+00PC13+68.85 13+69.3414+00PT
1
4
+
2
5
.
3
2 CG-6CG-6CG-6CG-6CG-6CG-610' BRL
35' BRL25' BRL10' BRL
25' BRL1
0
'
B
R
L
25' BRL1
0
'
B
R
L
25' BRL10' BRL35' BRL25' BRL10' BRL10' BRL35' BRL
10' BRL35'
BRL25' BRL25' BRL10
' B
R
L35' BRL25' BRL25' BRL35' BRL25' BRL35' BRL25' BRL35' BRL10
' B
R
L
25' BRL10' BRL35' BRL10' BRL25' BRL10' BRL2
5
'
BR
L
2
5
'
BR
L
2
5
'
BR
L 25' BRL10' BRL10 ' BRL
10 ' BRL
35' B
R
L35'
BRL35' BRL35' BRL10' B
R
L
10' B
R
L
10' BRL
25' BRL10' BRL
30'R30'R30'R35' BRL35' BRL35' BRL35' BRL35' BRL' BRL35' BRL25' BRL25' BRL25' BRL10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL
10' BRL10' BRL80' MAJOR COLLECTOR FULL
ROAD EFFICIENCY BUFFER5' SIDEWALKBRANDY LANE
CONSTRUCTION
15' TEMP. CONST.
ESMN'T FOR THE
BENEFIT OF
BRANDY LANE
CONSTRUCTION
1.74 ACRES TO
BE DEDICATED
AS PUBLIC RW
20' TEMP. CONST.
ESMN'T FOR THE
BENEFIT OF S.
WARRIOR DR.
CONSTRUCTION
20' TEMP. CONST.
ESMN'T FOR THE
BENEFIT OF S.
WARRIOR DR.
CONSTRUCTION
R58.
0
'
R
4
8
.
0
'
R58.
0
'
R
4
8
.
0
'13+0014+0015+0016+0017+00
18+0019+0020+0021+0021+39.88STREET LIGHT
STREET
LIGHT
STORM
DRAINAGE ESM'T
20' STORM DRAINAGE ESM'T
20' STORM DRAINAGE ESM'T
20' F.W. ESM'T
10' F.W.
ESM'T
PRETREATMENT CELL
VOLUME = 239 ft3
DRY SWALE #2
10' F.W.
ESM'T
150.00'
145.42'70.17'140
.
3
8
'53.74'123.94'2
3
.
5
1
'
143.54'
1
4
9
.
2
4
'148.51'3
4
.
4
5
'
124.00'
173.59'
20
1
.
1
8
'169.02'136.68'96.56'160.00'
166.75'78.00'82.55'224.52'140.33'
183.77'
165.25'
150.38'
150.00'
132.98'
1
3
8
.
5
4
'134.45'186.68'
94.38'57.39'59.37'129.22'80.00'80.00'68.72'70.65'79.00'35.37'21.24'30.60'51.85'15.42'78.58'48.85'58.89'18.90'19.11'32.48'43.11'4
3
.
2
4
'
43.17'43.17'48.91'27.83
'43.61'43.44'
44.7
2
'
4
4
.
7
8
'82.13'19.71'8.62'5.68'LOT 34
LOT 33
LOT 32
LOT 31
LOT 30
LOT 29
LOT 26
LOT 27
LOT 21 LOT 12
LOT 14
LOT 16LOT 17
LOT 18
LOT 35
LOT 28
LOT 20 LOT 13
LOT 15
LOT 19
PROP 22.5°
BEND
PROP 22.5°
BEND
PROP 22.5°
BEND
PROP 22.5°
BEND
PROP 22.5°
BEND
FIRE HYD. ASS'Y
FIRE HYD.
ASS'Y
8" W/L-"D"
SAN LAT
(TYP)
WM
(TYP)
10' WIDE
D/W (TYP.)
4' WIDE S/W
(TYP.)5' SIDEWALK5' SIDEWALK5' SIDEWALK20' STORM
DRAINAGE
ESM'T
20' STORM
DRAINAGE
ESM'T
DEDICATION10' R.O.W.RESERVATIONAREA10'VARIABLE WIDTH R.O.W.
DEDICATION
10' R.O.W.
RESERVATION
AREA10'VAR.CG-9B (TYP.)CG-9B
(TYP.)
CG-9B
(TYP.)
PROP 11.25°
BEND
AIR
RELEASE
VALVE
40'40'40' INACTIVE BUFFER
ZONE
40' ACTIVE BUFFER
ZONE
40'40'40' INACTIVE BUFFER
ZONE
40' ACTIVE BUFFER
ZONE
8"X6" TEE
1-6" G.V.
8"X6" REDUCER
1-6" G.V.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, WVFC SP#01-21
21GEOMETRY-SITE-UTILITIES PLANSFAIRFAX DOWNS SUBDIVISIONOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G
MATCH LINE SHEET 20
MATCH LINE SHEET 18MATCH LINE SHEET 20
1" = 30'
** CENTERLINE OF PROPOSED WATER METER BOXES SHALL BE
LOCATED 3' BEYOND THE BACK EDGE OF SIDEWALK AND AT
LEAST 3' OFFSET OF ANY DRIVEWAY. IF A 3' DRIVEWAY
OFFSET IS NOT POSSIBLE, A HEAVY DUTY TRAFFIC RATED LID
SHALL BE USED. THE EXACT LOCATION OF NEW WATER
SERVICES SHALL BE COORDINATED WITH FREDERICK WATER'S
INSPECTOR.
144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00
565' SD
11+00"A"
"A"
"B"
"B"
"C"
"C"
WET TAP
62 - 15" ADS N-1257 - 15"ADS N-12115 - 1
5
"
A
D
S
N
-
1
2
63 - 15"ADS N-128 - 24"
CMP
RELOCATE PP
RELOCATE PP 15+0015+66.67753753754
755
756754752
752
754
753754
751752
753754755
754
55 96 55 05
54 42 54 01 54 03 54 32 54 015426
54 02MGMG
EP
55 63
55 49
EP
54 20
EP 53 74
EP
53 70
EP
MG MG
EP
53 65
LP 53 94
EP/LP
54 73
54 00
EP/HP
54 61
53 70
EP
52 47
EP
52 45
EP/LP5231
EP/LP
53 65
EP
54 20
53 14
52 90
52 80
EP
53 55
EP
53 87
TC 53 95
SW
52 00
TOP
50 60
INV
54 14
MG MG
EP
52 50
50 09
TOP
5282
LP21'CG-7 T
O
CG-6
TRAN
S
I
T
I
O
N
VARIES
12'
12'
14'
12'
12'
10.0'
1.88' EX. PAVED
SHLDR (VARIES)
12'
8.65'
12'5' PAVED
SHLDR 12'
12'
12'
VARIES
VARIES
5'CG-7
CG
-
7
CG-7
CG-6CG-620' STORM DRAINAGEESM'T55'R 55'RSTORM DRAINAGE ESM'T135' LEFTTURN LANE
70' LEFTTURN LANE
200' LEFT TURN LANE12'
100' RIGHTTURN LANE
152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 161+00
565' SD
"C"
"C"
"D"
"D"754752
752
754
752
751 750 749 748
747 7487497507517527535401 52 463 51 69 50 78 50 05 49 38 48 78 48 21 47 78
53 65
EP
54 20
53 14
52 90
52 80
EP
53 55
EP
52 10
EP
52 92
52 58
EP 51 39
EP 50 50
EP 49 79
EP
49 10
EP 48 56
EP
48 00
EP
47 61
EP
MG MG
EP4750
EP
52 50
50 09
TOP
12'
12'
12'
VARIES
VARIES
5'
12'
7'
VARIES
VARIES
12'
5'
VARIES
27.5'
CG-7
55'RSTORM DRAINAGE ESM'T135' LEFTTURN LANE
EXTENSION OF MILL AND
OVERLAY
"A""A""B""B"
"D""D""C""C"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, WVFC SP#01-21
22GRADING PLANFAIRFAX DOWNS SUBDIVISIONOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G
MATCH LINE SHEET 23
MATCH LINE SHEET 23
1" = 30'MATCH LINE THIS SHEETMATCH LINE THIS SHEET
151+00
152+00
153+00
0.41 ACRES OPEN SPACE
(50' SHARED CATEGORY "B"
BUFFER & SCREENING
EASEMENT)280' SD"B"
"C"
PLUG & FLUSHING
ASS'Y
STREET LIGHT
STREET LIGHT
F.W. ESM'T
F.W. ESM'T
10' F.W. ESM'T10' F.W. ESM'T
F.W. ESM'T
10' F.W. ESM'T
PRETREATMENT CELL
VOLUME = 268 ft3
F.W. ESM'T
DRY SWALE #3 (SEE SHEET ##)
8" W/L-"H"
8" W/L-"H"
8" W/L-"G"8" W/L-"G"
8" W/L-"B"
WET TAP
8" CROSS
4-8" G.V.
8" TEE
3-8" G.V.
WATER TAP
TEST PIT
REQ'D
F.W. ESM'T
55 - 15"ADS N-12158 - 30" ADS N-1256 - 15" ADS N-12
20 - 15"
ADS N-12
40 - 24" ADS N-1291 - 15"ADS N-12339 - 24" ADS N-1247
-
15
"ADS N
-12
87
-
2
4
"
A
D
S
N
-
1
262 - 15" ADS N-1257
-
15
"ADS N
-12113
-
15
"
ADS
N
-12200 - 24" ADS N-12115 - 15" ADS N-12
63
-
15
"ADS N
-12100
-
15
"
ADS
N
-12
48 - 15" ADS N-12
46 - 15"
ADS N-12
PRETREATMENT CELL
VOLUME = 268 ft3
DRY SWALE #3 (SEE SHEET ##)
RELOCAT
E
P
P
RELOCAT
E
P
P
RELOCAT
E
P
P
PROP. R.O.W.
PROP. R.O.W.
FUTURE R.O.W.
RESERVATION
PROP. R.O.W.
PROP 45°
BENDS
SUBDIVISION SIGN (PERMITTED
UNDER SEPARATE PERMIT)
AIR RELEASE
VALVE
INSTALL WATER METER
AND ADJUST EX WATER
SERVICE AROUND STM
85 - 15"
ADS N-12
20+0020+73.1810+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+0010+0011+0012+0013+0014+0015+0015+66.6744 50TOP
49 00
50 00
TOP
51 20
OLR
54 00
56 68
EP
56 70
54 01
54 73
54 00
EP/HP
53 70
EP
52 47
EP
52 45
EP/LP
52 31
EP/LP
53 65
EP
54 20
53 14
52 90
52 80
EP
53 55
EP
87
TC
95
SW
00
TOP
52 58
EP
52 50
50 09
TOP
50
56 01EP
56 01EP
53 90EP
53 90EP5389EP
56 68EP 52 90EP 49 35EP 48 43EP
48 44EP4935EP 48 37EP 47 98EP
47 48EP4748EP
54 27LP
56 69HP
52 82LP
46 61LP 48 83HP
55 48
56 92EP
56 92
EP
57 24
CL
"E"
"F"
"G"OVERLAND RELIEF
CROSS SECTION
(SEE SHEET 50)
OVERLAND RELIEFOVERLAND RELIEF
58 10
47 57
746
758
762
760
756
754 750
752
754756
748
750
752
746
748
748
75
0
752
754
74
8
75
0
752754756754754756
753
753
755
756758756754752752754752753
748755
2.5:1 SLOPE MAX 2.5:1 SLOPE
748 748746
748
3:1 SLOPE754754756
758760750 748
748
746
744 742
PRETREATMENT CELL
VOLUME = 268 ft3
DRY SWALE #3
55-15"ADSN-12158 - 30" ADS N-1256 - 15" ADS N-12
20 - 15"
ADS N-12
40 - 24" ADS N-1291 - 15"ADS N-12339 - 24" ADS N-1247
-
15
"ADSN-12
8
7
-
2
4
"
A
D
S
N
-
1
262 - 15" ADS N-1257 -
15"ADSN-12113 -
15"
ADS
N
-12200 - 24" ADS N-12115 - 15" ADS N-12
63
-
15
"ADSN-12100 -
15"
ADS
N
-12
48 - 15" ADS N-12
46 - 15" ADS N-12
CG-7 TO
CG-6
TRANSITION
STREET SIGNVARIES
12'
12'
14'
12'
12'
10.0'
12'
12'
12'
VARIES
VARIES
5'
12'15'
15'
10'
10'
62'
56'
36'10'10'
60'36'
12'
12'
CG-6 CG-6CG-6CG-6CG-
6CG-6CG-6CG-7
CG-7 CG-7CG-
6 CG-6STORMDRAINAGEESM'T20' STORMDRAINAGEESM'T20' STORM DRAINAGEESM'T20' STORM DRAINAGEESM'T20' STORM DRAINAGEESM'T20' STORMDRAINAGEESM'T60'R60'R
55'R 55'R3
5'R35'RSTORM DRAINAGE ESM'T135' LEFT
TURN LAN
E
70' LEFT
TURN LANE
200'
LEFT
TURN
LANE
100' RIGHT
TURN LAN
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, WVFC SP#01-21
1" = 30'
23GRADING PLANFAIRFAX DOWNS SUBDIVISIONOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429GMATCH LINE
SHEET 24 MATCH LINE SHEET 25
MATCH LI
N
E
S
H
E
E
T
22
MATCH LI
N
E
S
H
E
E
T
22
280' SD
280' SDPT14+70.18 14+70.1815+0015+00 16+00 17+00 18+00 PC18+01.48PT18+40.5719+00
PC10+72.6811+00
PT11+28.1812+00
13+00
14+00
11+0012+0013+00 LOT 74
12,000 s.f.
FF = 752.70
BF= 743.70
Buried Basement
LOT 73
12,037 s.f.
FF = 753.70
BF= 744.70
Buried Basement
LOT 72
12,134 s.f.
FF = 754.70
BF= 745.70
Buried Basement
LOT 71
12,235 s.f.
FF = 756.40
BF= 747.40
Buried Basement
LOT 7012,063 s.f.FF = 757.80BF= 748.80Buried Basement
LOT 69
12,023 s.f.
FF = 758.70
BF= 749.70
Buried Basement
LOT 68
12,911 s.f.FF = 760.70BF= 751.70Buried Basement
LOT 67
13,791 s.f.
FF = 763.70
BF= 754.70
Buried Basement
LOT 64
12,782 s.f.
FF = 756.70
BF= 747.70
Buried Basement
LOT 63
12,883 s.f.
FF = 755.70
BF= 746.70
Buried Basement
LOT 6216,666 s.f.FF = 754.30BF= 745.30Buried Basement
LOT 61
16,666 s.f.
FF = 754.80
BF= 745.80
Buried Basement
LOT 60
13,446 s.f.
FF = 756.60
BF= 747.60
Buried Basement
LOT 59
13,431 s.f.
FF = 757.70
BF= 748.70
Buried Basement
LOT 5814,102 s.2.FF = 761.60BF= 752.60English Basement
LOT 6512,614 s.f.FF = 757.60BF= 748.60Buried Basement
LOT 66
14,737 s.f.
FF = 758.90
BF= 749.90
Buried Basement
8" TEE
3-8" G.V.
FIRE HYD.
ASS'Y
20' STORM DRAINAGE ESM'T
20' STORM
DRAINAGE ESM'T
20' STORM
DRAINAGE ESM'T
20' STORM DRAINAGE ESM'T
20' STORM
DRAINAGE
ESM'T
F.W. ESM'T
10' F.W. ESM'T
F.W. ESM'T
10' F.W. ESM'T
F.W. ESM'T
F.W. ESM'T
F.W.
ESM'T
F.W.
ESM'T
20' STORM
DRAINAGE ESM'T
8" W/L-"H"
8" W/L-"G"
8" W/L-"C"
8" W/L-"F"
SAN LAT
(TYP)
WM (TYP)
8" TEE
3-8" G.V.
WATER TAP
TEST PIT
REQ'D
20' STORM DRAINAGE ESM'T
10' WIDE
D/W
12' WIDE
D/W 18' WIDE
D/W
(TYP.)
4' WIDE
S/W
(TYP.)
5' SIDEWALK
PROP. R.O.W.
FUTURE R.O.W.
RESERVATION
F.W. ESM'T
F.W. ESM'T PROP 45°
BENDS
PROP 11.25°
BENDS
INSTALL WATER METER
AND ADJUST EX WATER
SERVICE AROUND STM
C/O
8"x6" TEE
1-6" G.V.
8"X6"
REDUCER
1-6" G.V.15+0016+0017+0010+08.68
11+00
12+00 13+00 14+00
10+00 11+00 12+00 13+00 14+0010+0011+0056 20
56 10
53 78
62 10
59 10 57 10
54 80 53 10 52 10 51 10
55 50
56 00
55 50
HP
57 30
54 90
57 00
56 40
49
51 25
53
50 00
TOP
51 20
OLR
56 68
EP
53 75
TOP
54 50
OLR
61 50
61 50
61 30
61 10
59 00
59 00
58 10
58 30
57 00 56 50
54 70
52 50
HP
53 00 52 00
52 30
HP
51 00
53 205500
54 90
54 50
HP
53 10
52 80
HP
56 10
56 00
59 00
56 20
TOP
50 00
HP
54 30
HP
55 50
HP
56 80
HP
58 80
HP
61 20
HP
54 25
HP
55 10 54 10 52 70
55 00 54 00
53 60
HP
52 60
51 50
HP
49 25
48 50
49 80
HP
55 20
HP
49
50
525660
47 39
51 17
49 39
47 68
48 244966
50 105151
51 085250
52 95
54 84
55 80
56 12
55 80
54 75
54 50
53 90EP
53 90EP5389EP
56 68EP 52 90EP 49 35EP 48 43EP
48 44EP4935EP
52 00EP
52 98EP
53 67EP
53 67EP
52 98EP 52 00EP 48 39EP
46 76EP 46 76EP
46
54 27LP
46 97LP
56 92EP
56 92
EP
57 24
CL
54 70
5.27%
5.27%
5.04%5.11%6.84%6.82%5.61%2.80%3.81
%
4.7
1
%6.03%5.23%6.11%5.29%6.38%7.47%2.94%"E"
"E"
"L"
"H"
"I"
"H""I"
"L"
OVERLAND RELIEF
CROSS SECTION
(SEE SHEET 50)
OVERLAND RELIEF
CROSS SECTION
(SEE SHEET 50)
OVERLAND RELIEF
CROSS SECTION
(SEE SHEET 50)
OVERLAND RELIEF
CROSS SECTION
(SEE SHEET 50)
51 60
HP
51 20
66 30HP 58 10
758
762
760
756
754 750
752
754756
750
750
748
750
750752
752
752
75
0
752754
752
754
754756758
760760
758756
754756
754754
754
754
752
752752
750
750752752
752
754
754
756758758752750756756
750
752
754
752
752754
75
074874
8
75
0
75
2
754760
758
74
8
75
0
752754756754754755
764766 2.5:1 SLOPE
2.5:1 SLOPE
758
748750758760762762764
764 750 748
PRETREATMENT CELL
VOLUME = 268 ft3
DRY SWALE #3 91 - 15"ADS N-12339 - 24" ADS N-12
8
7
-
2
4
"
A
D
S
N
-
1
2
130 - 15"ADS N-12294 - 15" ADS N-12
122 - 18" ADS N-12 97 - 30" ADS N-1263 - 36"ADS N-12156 - 24" ADS N-1238 - 15" ADS N-1234 - 18"
ADS N-1260 - 18"ADSN-1246 - 15" ADS N-12
34 - 18"
ADS N-12
STOPSIGNSTOP SIGNCG-12CG-12STREETSIGN50'
30'10'10'
50'30'
10'
10'
60'36'
12'
12'
CG-6
CG-6
CG-6
CG-6
CG-6CG-6CG-6CG-
6
20' STORM DRAINAGEESM'TSTORMDRAINAGEESM'TSTORMDRAINAGEESM'T20' STORMDRAINAGEESM'T20' STORM DRAINAGEESM'T20'STORMDRAINAGEESM'T20' STORMDRAINAGEESM'T35'R35'R35'R
35'R 60'R60'R
20' STORMDRAINAGEESM'T37 - 18"
ADS N-
1
2R60.0'R50.0'151 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, WVFC SP#01-21
24GRADING PLANFAIRFAX DOWNS SUBDIVISIONOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G
MATCH LINE SHEET 23
MATCH LINE SHEET 27 MATCH LINE SHEET 25MATCH LINE SHEET 251" = 30'
PC18+01.48
PT18+40.57
19+0020+0021+0022+0011+0012+00
13+00
15+00
16+00
17+0018+00 14+0015+0016+0017+0018+0019+0020+0011+00
12+00
13+0014+0015+00
11+0012+00STREET LIGHTSTREETLIGHTSTREETLIGHTSTREETLIGHTSTREETLIGHTF.W. ESM'T10' F.W. ESM'T F.W. ESM'T10' F.W. ESM'TF.W. ESM'T
F.W. ESM'TF.W.ESM'TF.W.ESM'TF.W. ESM'TF.W. ESM'TF.W. ESM'T14+00
23+0024+00SUBDIVISION SIGN (PERMITTEDUNDER SEPARATE PERMIT)F.W. ESM'TF.W. ESM'T
10+0011+0012+0012+00
13+00
14+00 15+00 16+00
17+00 18+00 19+0020+00 20+73.18
12+00
13+00
14+00 15+00 16+00 17+00
10+0014+0015+0016+0017+0018+0019+0020+0014+0015+0016+0017+0018+0019+0020+00"F""F""G""G""J""J""N""P""O""O""K"OVERLAND RELIEFCROSS SECTION(SEE SHEET 50)OVERLAND RELIEFCROSS SECTION(SEE SHEET 50)OVERLAND RELIEFCROSS SECTION(SEE SHEET 51)OVERLAND RELIEFCROSS SECTION(SEE SHEET 50)OVERLAND RELIEFCROSS SECTION(SEE SHEET 50)OVERLAND RELIEFCROSS SECTION(SEE SHEET 50) LOT 7715,616 s.f.FF = 752.00BF= 743.00English Basement
LOT 7612,000 s.f.FF = 753.60BF= 744.60English Basement
LOT 7512,000 s.f.FF = 751.70BF= 742.70Buried Basement
LOT 7412,000 s.f.FF = 752.70BF= 743.70Buried Basement
BF= 744.70Buried Basement
LOT 114,866 s.f.FF = 751.60BF= 742.60English Basement
LOT 212,000 s.f.FF = 751.00BF= 742.00English Basement
LOT 312,000 s.f.FF = 751.00BF= 742.00English Basement
LOT 914,866 s.f.FF = 752.00BF= 743.00English Basement
LOT 812,000 s.f.FF = 751.50BF= 742.50English Basement
LOT 1014,866 s.f.FF = 755.70BF= 746.70EW/O Basement
LOT 1112,000 s.f.FF = 754.60BF= 745.60EW/O Basement
LOT 2213,035 s.f.FF = 750.80BF= 741.80Buried Basement
LOT 2313,844 s.f.FF = 751.70BF= 742.70Buried Basement
LOT 9314,866 s.f.FF = 751.07BF= 742.07Buried Basement
LOT 9212,000 s.f.FF = 752.75BF= 743.75Buried Basement
LOT 9112,000 s.f.FF = 754.55BF= 745.55Buried Basement
LOT 9012,000 s.f.FF = 756.34BF= 747.34Buried Basement
LOT 8912,000 s.f.FF = 757.60BF= 748.60Buried Basement
LOT 8812,000 s.f.FF = 757.60BF= 748.60Buried BasementBuried Basement
LOT 7814,866 s.f.FF = 752.93BF= 743.93English Basement
LOT 7912,000 s.f.FF = 754.16BF= 745.16English Basement
LOT 8012,000 s.f.FF = 754.40BF= 745.40English Basement
LOT 8112,000 s.f.FF = 752.80BF= 743.80Buried Basement
LOT 8212,000 s.f.FF = 753.86BF= 744.86Buried Basement
LOT 8312,000 s.f.FF = 755.92BF= 746.92Buried BasementBuried Basement
LOT 1212,000 s.f.FF = 754.10BF= 745.10EW/O Basement
LOT 2113,035 s.f.FF = 751.30BF= 742.30Buried Basement
44 3345494672
51 10
50 10
48 00
46 40
46 00
45 40
45 40
46 405010
49 00
55 77
42 00
54 05
54 32 52 26 51 02
95 54 22 52 16
52 00 49 69 48 46 47 23
44 60
47 3348564880
49 4751255304548456135613
55 67 56 00 56 00 54 74 52 95
48 50
44 40
47 90
HP 41 00
49 00
46 80
OLR
49 70
48 50
49 375115
50 50
HP
51 80
HP
52 00
OLR
51 00
50 00
50 80
50 30
48 40
OLR
50 10
HP
46 00
45 90 42 59
45 504500
46 00
45 50
47 50
HP
46 50
OLR
49 20
50 10
49 00
50 00
48 70
HP 49 00
HP
46 90
HP
49 30
49 30
49 90
50 00
HP
50 00
HP
50 00
HP
49 25
49 00
49 00
HP
50 7
HP5250
HP
54 20
HP5560
HP
55 HP
55 00
HP
53 20
HP
49 00
HP
48 00
HP 46 40
HP
49 70
47 39
51 05 50 43 49 19
47 07
46 12
45 14
45 13
46 11
47 08
47 96
54 00 54 78 54 53 52 96 51 17 49 39 47 68
42 09
42 59
43 54 43 53
43 68
44 00
45 41
46 82
48 24
3500
32004820
32 00
3200
6.64%
6.44%
7.78%7.10%
6.07%
6.15%6.11%
6.97%
5.26%
5.89%
6.98%4.97%3.80%4.51%5.27%7.34%7.51%5.16%7.51%7.51%9.53%7.34%7.58%
5.39%
4.99%735736734732733.87
4
8
746
74674474674
6 7447487
4
6 748748
746
744746742744744746
742
740
738
7
4
4
744748748748746746746746746748750752746748748748750 7507507487
4
674674
8 7507507487
5
0
754
742744748746744746
748
750
746
748
750
748
748
752
754
750
750
754
752 754754
75
4
752 75
0
750
750750
754
7527
5
2
752
754
752 748
746
746
744
746
748748748746750752
75
2
754754
7
5
2
7507
4
8
7
4
6
7
4
4
7447
4
274474
6
74
8
7507467487487
4
8
748748744742754
752
7
4
6
49 35EP
48 43EP4844EP
49 35EP
48 18EP
48 38EP4838EP
47 48EP
47 48EP4468EP
44 68EP
43 10EP
43 13EP
43 45EP
43 45EP
43 07EP
43 05EP
46 76EP
46 76EP
46 62EP
51 72EP
51 83EP
51 83EP
53 78EP
46 58EP
46 64EP
48 12EP
46 55LP
48 82HP
41 45LP
43 69LP
43 25LP
46 64EP
53 36HP 46 97LP
FOREBAY
CLASS I RIP-RAP
MIN "T" = 24"
L = 20', TYPE B
CLASS I RIP-RAP
MIN "T" = 24"
L = 15', TYPE B 2.5:1 SLOPE7
4
8 748748280' SD280' SD
280' SD
280' SD
280' SD
280' SD
280' SD
280' SD280' SD
55-15"
ADS
N-12
158 - 30" ADS N-12177 - 30" AD
S
N
-
1
2
41 - 30"ADS N-1278 - 3
0"
ADS N-
1
2
147 - 42" ADS N-1225 - 42"ADS N-1222 - 48"
ADS N-12 56 - 15" ADS N-1220 - 15"ADS N-1240 - 24" ADS N-12 339 - 24" ADS N-1255 - 15" ADS N-12
62
-
3
6
"
A
D
S
N
-
1
2
55 - 15" ADS N-12
34 - 36"
ADS N-12 34 - 15" ADS N-1273 - 36" ADS N-1224 - 18"
ADS N-12
93 - 36" ADS N-12122 - 18" ADS N-1297 - 30" ADS N-12
63
-
3
6
"
A
D
S
N
-
1
2
129 - 36" ADS N-12129 -
24"ADS N-12
156 - 24" ADS N-12
38 - 15" ADS N-12
34 - 18"ADS N-1260 - 18"ADS
N-1225 - 15"ADS N-12128 - 24" ADS N-12
45 - 30"
ADS N-
1
2
34 - 30"ADS N-1241 - 36" ADS N-1234 - 15" ADS N-12
71 - 30" ADS N-12274 - 30" ADS N-12
34 - 30"ADS N-1288
-
30
"
ADS
N
-12114 - 30" ADS N-1234 - 30"ADSN-1257 - 15"
ADS N-12
43 307444447
44 98
44 87
42 00
46 57
LP
46 25
EP 46 25
EP
390.0' SD390.0' SD7447467487507467482.5:1 SLOPECG-12
STOP
SIGN
CG-12
STOP SIGN
STOP
SIGN
STOP SIGNSTOP SIGN
STOP SIGN
CG-12
CG-12
CG-12
CG-12CG-12
CG-12
CG-12
CG-12
STREET SIGNSTREET
SIGN
STREET
SIGN
STREET SIGN
STREET SIGN
56'36'10'10'50'30'10'10'50'30'
10'
10'50'30'10'10'50'30'10'10'10'50'10'30'10'30'10'50'30'10'10'50'30'10'10'60'36'12'12'35'R
3
5'R
CG-6CG-6CG-6CG-6CG-6
CG-6
CG-6
CG-6
CG-6
CG-65' SIDEWALK20'
STORM
DRAINAGE
ESM'T
STORM DRAINAGE ESM'T
20' STORM
DRAINAGE
ESM'T
20'
STORM
DRAINAGE
ESM'T
20' STORM DRAINAGE
ESM'T
20' STORM
DRAINAGE ESM'T
20' STORM
DRAINAGE
ESM'T
20' STORM
DRAINAGE
ESM'T
20' STORM
DRAINAGE
ESM'T
20'
STORM
DRAINAGE
ESM'T
20' STORM
DRAINAGE
ESM'T
3 5'R
35'R
3
5'R
3 5'R
3 5'R
3
5'
R
3
5'
R
35'R35'R35'R37
-
18
"ADS N
-12151 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, WVFC SP#01-21
25GRADING PLANFAIRFAX DOWNS SUBDIVISIONOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G
MATCH LINE SHEET 26MATCH LINE SHEET 28MATCH LINE SHEET 27
MATCH LINE SHEET 281" = 30'
280' SD280' SD280' SD280' SD280' SD22+00
11+0012+0013+0015+0016+0017+00 18+00 19+00 20+00 21+00
11+00
12+00
13+69.34
LOT 114,866 s.f.FF = 751.60BF= 742.60English Basement
LOT 212,000 s.f.FF = 751.00BF= 742.00English Basement
LOT 312,000 s.f.FF = 751.00BF= 742.00English Basement
LOT 412,062 s.f.FF = 751.70BF= 742.70English Basement
LOT 512,079 s.f.FF = 752.20BF= 743.20Buried Basement
LOT 612,326 s.f.FF = 754.10BF= 745.10Buried Basement
LOT 712,017 s.f.FF = 753.70BF= 744.70W/O Basement
LOT 914,866 s.f.
FF = 752.00
BF= 743.00
English Basement
LOT 812,000 s.f.
FF = 751.50
BF= 742.50
English Basement
LOT 10
14,866 s.f.
FF = 755.70
BF= 746.70
EW/O Basement
LOT 11
12,000 s.f.
FF = 754.60
BF= 745.60
EW/O Basement
LOT 12
12,000 s.f.
FF = 754.10
BF= 745.10
EW/O Basement
LOT 13
12,000 s.f.
FF = 754.10
BF= 745.10
EW/O Basement
LOT 1412,030 s.f.FF = 754.40BF= 745.40EW/O Basement
LOT 1512,711 s.f.FF = 753.67BF= 744.67W/O Basement
LOT 16
13,162 s.f.
FF = 754.70
BF= 745.70
W/O Basement
ASS'Y
PROP 22.5°
8" CROSS
4-8" G.V.FIRE HYD.
ASS'Y
STREET LIGHT
STREET
LIGHT
STREET LIGHT
STREET
LIGHT 20' FW ESM'T20' F.W. ESM'T10' F.W. ESM'T10' F.W. ESM'T
F.W. ESM'T F.W. ESM'T
SWM BASIN 1
FOREBAY12' TOP OF BERM = 742.00CLASS I RIP-RAP
MIN "T" = 24"
L = 20', TYPE B
CLASS I RIP-RAP
MIN "T" = 24"
L = 15', TYPE B
F.W. ESM'T
8" W/L-"B"
-"B"
12" W/L-"A"
8" W/L-"F"
8" W/L-"F"
SAN LAT
(TYP)
WM
(TYP)
8" CROSS
4-8" G.V.
18' WIDE D/W
(TYP.)
10' WIDE
D/W
4' WIDE S/W
(TYP.)177 - 30" ADS N-1241 - 30" A
D
S
N
-
1
2
7
8
-
3
0
"
ADS
N
-
1
2
147 - 42" ADS N-12 25 - 42"
ADS N-12
22 -
48"ADS N-1255 - 15" ADS N-1262 - 36" ADS N-1255 - 15" ADS N-1234 - 36" ADS N-12
73
-
3
6
"
A
D
S
N
-
1
2
25 - 15"
ADS N-12128 - 24" ADS N-1245
-
24
"ADS N
-1235 - 15" ADS N-1234 - 30" ADS N-12163 - 30" ADS N-124
1
-
3
6
"
A
D
S
N
-
1
2
34 - 15" ADS N-1293 - 42" Concrete120 - 42" Concrete
34 - 30"
ADS N-12
51 - 15"
ADS N-12
SWM BASIN 1
FOREBAY10 YR WSE =
737.27'CLASS I RIP-RAP
MIN "T" = 24"
L = 20', TYPE B
CLASS I RIP-RAP
MIN "T" = 24"
L = 15', TYPE B
14+005' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
23+00 25+00 26+00 27+00
28+00
29+00 29+74.71
10' SIDEWALK10' SIDEWALK5' SIDEWALK5' SIDEWALK
2' CONC. TRICKLE DITCH
24+00
8" W/L
12"x8" CROSS
2-8" G.V.
2-12" G.V.
PROP 45° BENDS
FIRE HYD.
ASS'Y
PROP. R.O.W.
12"x 8" TEE
2-12" G.V.
1-8" G.V
PROP 45°
BENDS
PROP 45°
BENDS
SUBDIVISION SIGN (PERMITTED
UNDER SEPARATE PERMIT)
TIE TO EXISTING
DEMO WLs, REMOVE TEE AND
2 WVs. REMOVAL SHALL BE
COORDINATED WITH
FW INSPECTOR
TIE TO EX, 8" GV
F.W. ESM'T
10' F.W. ESM'T
10' F.W. ESM'T
20' F.W. ESM'T
8"x6" TEE
1-6" G.V.
8"X6" REDUCER
1-6" G.V.
PROP 45°
BEND
PROP 45°
BEND
20' F.W. ESM'T
12"X8"
REDUCER50 - 24" ADS N-1240 - 24"
ADS N-12
33 - 24"
ADS N-12
40 - 15" RCP
40 - 15"
ADS N-12
19 - 24"
ADS N-12
ADS N-12 45 - 15"
RCP
32 - 15" RCP13 - 15"
ADS N-12
30+00 31+00
17+0018+0019+0020+0021+0022+0023+0014+0015+0016+0017+0018+0019+0020+0020+73.1818+00 19+00 20+00 21+00 22+00 22+57.34
17+00 18+00 19+00 20+00 21+00 22+00 23+00
24+00
25+00 25+60.57
44 33
45 49
46 72
46 00 45 40 45 40
46 10
50 60
52 50
52 10
46 40
50 10 49 00
44 00
50 50
48 50 48 80
45 00
52 07
44 70
44 00
48 50
44 404440
48 30
HP
50 50
HP
42 65
TOP
46 80
OLR
47 65
51 705150
51 00
50 80
46 00
45 90
42 59
45 50
45 004600
45 50
HP
47 50
HP
46 50
OLR
49 00
HP 46 90
HP
47 00
HP 48 50
50 10
HP
51 10
HP
52 10
44 00
50 5
50 00493049304990
50 60
HP
43 00
42 80 42 20
EP 42 00
EP
48 78
47 78
45 43451346114708
47 96
48 98
48 364680
44 1942094259
43 54
43 53
42 00
EP
35 00 35 00 26 0032003050
46 50
OLR
32 00
32 00
47 98EP
47 48EP4748EP
44 68EP 44 68EP
43 10EP
43 13EP
43 45EP4345EP
44 25EP
45 48EP
45 48EP
44 25EP
46 58EP
47 29EP
48 83HP
41 45LP
43 69LP
46 64EP
24
39 93GND3862GND
40 31GND
39 53GND
46 57LP 48 77HP
39 12GND
38 08GND
38 52ex
38 59GND
40 00ex
38 89EP 39 09EP
38 64EP
38 35EP
38 30EP
38 38EP
40 36EP 40 43EP
39 01EP
38 78EP
38 35EP
37 85EP
37 51
37 30
35 85ex
37 65ex
38 20EP
38 50TOP
38 30EP
38 08
INV
46 25EP
46 25EP
40 10HP
49 54
"G"
"G"
"N"
"K"
"K"
"N"
OVERLAND RELIEF
CROSS SECTION
(SEE SHEET 50)
OVERLAND RELIEF
CROSS SECTION
(SEE SHEET 50)
OVERLAND RELIEF
CROSS SECTION
(SEE SHEET 50)
732
734
735 736
738
740
742
735 736
734
732
734
735
738
740
732
734732730735736738740742742740738728742
733.8
734.5730.5
733.5
73
6
748
746
744
750748746744
746
748
7
4
8 744746748744
748
746
7
4
4
744744
746
746
748
746
746744
748
746748748746744
7
4
6
742
744
74
4
746742740738744744
744 7
4
4
74
6
74
8
750
7487467447507
5
2
7
5
4
752
752 750750750
752
754
748
74674
8746748748748
746
746
7
4
6
746
746
742
7
4
4
7427427447487
4
4
746746 746746748744
3:1 SLOPE
3:1 SLOPE
3:1 SLOPE3:1 SLOPE748746
748
3:1 SLOPE
744 752748746744754
754
752
752
750
750 748
746
746
744
744742 740754
752
750
748
746
7447427407
4
0
742
748740
740
7
3
8
736742
740
744
746
740
39 29GND
7.80%2.16%6.45%7.10%6.07%6.15%6.11%6.97%5.26%5.89%6.98%3.99%8.38%4.22%5.84%
7.51%CG-12STOPSIGNCG-12STOP SIGNCG-12CG-12CG-12STREET SIGNSTREETSIGNSTREET SIGN56'
36'10'10'
50'
30'10'10'
50'30'
10'
50'30'
10'
10'35'R35'RCG-6
CG-6
CG-6
CG-6
CG-6CG-65' SIDEWALK
STORM DRAINAGE ESM'TSTORM DRAINAGE ESM'TSTORM DRAINAGE ESM'TACCESS ROAD ESM'TSTORMDRAINAGEESM'TCG-620' STORM DRAINAGE ESM'T20'STORMDRAINAGEESM'T20' STORMDRAINAGE ESM'T20' STORMDRAINAGEESM'T35'R35'R35'R3
5'R35'RR58.0'30'R
30'
R 20' STORMDRAINAGE ESM'T151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFC SP#01-21
26GRADING PLANFAIRFAX DOWNS SUBDIVISIONOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G
MATCH LINE
SHEET 21MATCH LINE SHEET 25MATCH LINE SHEET 25MATCH LINE SHEET 21
1" = 30'
SOUTHWARRIORDRIVE
29+00 29+74.71
10' F.W. ESM'T
30+00 31+00
21+0022+0023+0024+0024+63.7624+00
25+00 25+60.57
39 93GND3862GND
40 31GND
39 53GND
42 07ex
39 12GND
38 08GND
38 52ex
38 59GND
40 00ex
38 89EP 39 09EP
38 64EP
38 35EP
38 30EP
38 38EP
40 36EP 40 43EP
39 01EP
38 78EP
38 35EP
37 85EP
37 51
37 30
37 65ex
38 20EP
38 50TOP
38 30EP
40 10HP
740750
748
746
7447427427407
4
0 746742
740
740
738
740
39 29GND
STUDENT
PARKING
BUS
DROP-OFF
ADMIN/STAFF/VISITOR
PARKINGSOUTHWARRIORDRIVE20' FW ESM'T20' TEMPORARYCONSTRUCTION ESMN'TSTOP SIGN
STOP SIGN
CG-12B
CG-12B
TEST PIT
REQUIRED50'R
5
0
'
R 50'R5
0
'
R
CG-6CG-6
CG-6
CG-6
RELOCATED
SCHOOL SIGNS
PROP. ROW
80' MAJOR COLLECTOR FULLROAD EFFICIENCY BUFFER50' SHARED CATEGORY "B"
BUFFER & SCREENING
EASEMENT
29+00 29+74.71
10' SIDEWALK
CG-12B
CG-12B
CG-12B10' SIDEWALK5' SIDEWALK5' SIDEWALK
6
8
'
R
12"x8" CROSS
2-8" G.V.
2-12" G.V.
PROP 45° BENDS
12"x 8" TEE
2-12" G.V.
1-8" G.V
C
G
-
6 CG-
6R
END OF VDOT
MAINTENANCE
12" CL 52
DIP WL
12" CL 52
DIP WL
EDGE OF VDOT
MAINTENANCE
EXISTING VDOT
R.O.W.
EXISTING VDOT
R.O.W.
NO PARKING
NO PARKING SIGN
TIE TO EXISTING
DEMO WLs, REMOVE TEE AND
2 WVs. REMOVAL SHALL BE
COORDINATED WITH
FW INSPECTOR
TIE TO EX, 8" GV
END STATE MAINTENANCE
SIGN (I-V3b)
10' F.W. ESM'T
REMOVE EX
STM AND PIPE
DO NOT DISTURB
OR REMOVE
P/L
STREET
SIGN
TEST PIT
REQUIRED
CONTRACTOR TO VERIFY
EXISTING WATER MAIN
LOCATION AND DIAMETERPROP 45°
BEND
TEST PIT
REQUIRED
40 - 15" RCP
40 - 15"
ADS N-12
19 - 24"
ADS N-12
13 - 15"
ADS N-12 45 - 15"
RCP
32 - 15" RCP13 - 15"
ADS N-12
30+00 31+00
21+0022+0023+0024+0024+63.7624+00
25+00 25+60.57
STUDENT
PARKING
BUS
DROP-OFF
ADMIN/STAFF/VISITOR
PARKING
-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
735
740
745
750
735
740
745
750
-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
735
740
745
750
735
740
745
750
3.5' OBJECTHEIGHT3.5' OBJECTHEIGHT3.5' OBJECTHEIGHT3.5' OBJECTHEIGHT3.5' EYEHEIGHT3.5' EYEHEIGHT335' SIGHT LINE
335' SIGHT LINE335' SIGHT LINE
335' SIGHT LINE
PROP GRADE
PROP GRADE ℄ STUDENT PARK ENT℄ STUDENT BERKLEY DRSD PROFILE BERKLEY & WARRIOR DR (EAST)SD PROFILE BERKELEY & WARRIOR DR (WEST)
EX GRADE
EX GRADESOUTHWARRIORDRIVE19+0020+0021+0022+0023+0024+0024+63.7624+00
25+00 25+60.57
335'
SD335' SD335'
SD335' SDWEST
EAST STUDENT
PARKING
BUS
DROP-OFF
ADMIN/STAFF/VISITOR
PARKING 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, WVFC SP#01-21
26ABERKELEY DR - WARRIOR DRIVE INTERSECTION DESIGNFAIRFAX DOWNS SUBDIVISIONOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G
1" = 30'
SITE AND UTILITY PLAN
SCALE: 1"=30'
GRADING PLAN
SCALE: 1"=30'
SITE DISTANCE PROFILES
SCALE H: 1"=50' V: 1"=5'
SITE DISTANCE TRIANGLES
SCALE H: 1"=50'
WATER MAIN CONNECTION NOTES:CONTRACTOR SHALL:
1. TEST PIT THE EXISTING MAINS PER FREDERICK WATERINSPECTOR’S REQUIREMENTS2. THE EXISTING WATER MAIN NEEDS RESTRAINED WHERECONNECTIONS OCCUR. INSTALL JOINT RESTRAINTS ON THEEXISTING WATER MAIN PER CURRENT FREDERICK WATERREQUIREMENTS PRIOR TO SHUTTING DOWN.3. PREPARE WORK AS FAR IN ADVANCE AS POSSIBLE TOMINIMIZE SHUT DOWN TIME4. HAVE SUFFICENT RESOURCES ON-SITE TO ACCOMPLISHTASKS PER FREDERICK WATER INSPECTOR’SREQUIREMENTS5. PREPARE A WATER SHUT DOWN PLAN SATISFACTORYTO THE FREDERICK WATER INSPECTOR. FIREWATCH,NIGHT TIME WORK ETC. MAYBE REQUIRED6. SCHEDULE SHUTDOWN WITH THE FREDERICK WATERINSPECTOR, FREDERICK COUNTY FIRE MARSHALL, ANDALL AFFECTED CUSTOMERS AT LEAST (7) DAYS INADVANCE, AND MAKE PREPARATIONS AS REQUIRED BYALL PARTYS7. UNUTILIZED EXISTING FREDERICK WATER FACILITIESSHALL BE REMOVED AND FURNISHED TO THE FREDERICKWATER INSPECTOR PER THEIR REQUIREMENTS
SEE SEPARATE PUMP
STATION PLAN
FOR PROPOSED
IMPROVEMENTS
SEE SEPARATE PUMP
STATION PLAN
FOR PROPOSED
IMPROVEMENTS
12+00
13+0014+0015+0016+00
17+00 11+0012+0018+0019+0020+00PROP 45°BEND50'30'10'10'50'30'10'10'50'10'30'10'50'10'30'10'8" TEE3-8" G.V.8" TEE3-8" G.V.FIRE HYD. ASS'YFIRE HYD. ASS'YSTOP SIGNSTOP SIGNCG-12BCG-12BCG-12BCG-12BCG-6CG-6CG-6CG-6CG-6
CG-6
CG-6STREET SIGNSTREETSIGNSTREETLIGHTSTREETLIGHTSTREETLIGHTSTREETLIGHT20' STORMDRAINAGE ESM'T20' STORM DRAINAGE ESM'T20' STORMDRAINAGEESM'TCG-6CG-6R58.
0
'20' STORMDRAINAGEESM'T35'R3
5
'R35'R35'R
3
0
'R30'R3
0
'R30'R20' STORMDRAINAGE ESM'TFIRE HYD. ASS'Y8" W/L-"D"8" W/L-"C"8" W/L-"C"8" W/L-"E"20' STORM DRAINAGE ESM'T20' STORM DRAINAGE ESM'T STORM DRAINAGE ESM'TR
4
8
.
0
'
R58.0'
R
4
8
.
0
'PROP 11.25°BENDSPROP 11.25°BENDSPROP 11.25°BENDSPROP 11.25°BENDSPROP 11.25°BENDSAIR RELEASE VALVE 8"x6" TEE1-6" G.V.8"X6"REDUCER1-6" G.V.8"X6"REDUCER1-6" G.V.10
+
0
8
.
0
4
11+0012+0013+0010+00 11+00 12+00
13+00
14+00 15+00 16+0012+0011+0010+00"M""L""H""H""I""L""M""R""R""Q""Q"OVERLAND RELIEFCROSS SECTION(SEE SHEET 50)OVERLAND RELIEFCROSS SECTION(SEE SHEET 51)OVERLAND RELIEFCROSS SECTION(SEE SHEET 50)OVERLAND RELIEFCROSS SECTION(SEE SHEET 51)OVERLAND RELIEFCROSS SECTION(SEE SHEET 50)OVERLAND RELIEFCROSS SECTION(SEE SHEET 50) LOT 6116,666 s.f.FF = 754.80BF= 745.80Buried Basement
LOT 6013,575 s.f.FF = 756.60BF= 747.60Buried Basement
LOT 5913,579 s.f.FF = 757.70BF= 748.70Buried Basement
LOT 5814,235 s.2.FF = 761.60BF= 752.60English Basement
LOT 5713,524 s.f.FF = 762.00BF= 753.00English Basement
LOT 5616,930 s.f.FF = 762.00BF= 753.00English Basement
LOT 5512,521 s.f.FF = 761.00BF= 752.00English Basement
LOT 5412,3.85 s.f.FF = 760.00BF= 751.00English Basement
LOT 5316,141 s.f.FF = 759.60BF= 750.60English Basement LOT 5216,141 s.f.FF = 758.60BF= 749.60English Basement
LOT 5112,208 s.f.FF = 759.60BF= 750.60English Basement
LOT 5012,113 s.f.FF = 761.00BF= 752.00English Basement
LOT 4916,518 s.f.FF = 763.20BF= 754.20English Basement
LOT 4812,603 s.f.FF = 762.60BF= 753.60Buried Basement LOT 4713,191 s.f.FF = 761.90BF= 752.90English Basement
LOT 4612,510 s.f.FF = 758.85BF= 749.85Buried Basement
LOT 4512,424 s.f.FF = 758.00BF= 749.00Buried Basement
LOT 4412,000 s.f.FF = 756.00BF= 747.00Buried Basement
LOT 4312,000 s.f.FF = 754.03BF= 745.03Buried Basement
LOT 4212,000 s.f.FF = 754.69BF= 745.69Buried Basement
LOT 4412,000 s.f.FF = 756.00BF= 747.00Buried Basement
57 60
61 50
54 00
57 0
60 90
57 00
56 80
HP
57 50
56 30
57 25
52 85
52 00
56 40
53 00
HP
54 40
50 00
51 095243
55 77 51 255304548456135613
59 00
59 50
59 20
HP
57 40
OLR
54 00
54 505440
55 40
53 20
55 00
54 90
54 50
HP
53 10
52 80
HP
56 10
56 00
59 00
56 20
60 00
60 30
56 40
54 30
52 20
53 80
54 43
54 70
56 40
56 00
53 92
52 18
52 045400
54 40
55 40
56 10
55 00
HP
48 50
49 8
49 25
48 50
49 80
52 60
55 20
HP
57 30
HP
58 10
57 50
57 00
HP 57 00
HP
58 00
55 00
HP
55 00
HP
51 00
OLR
51 80
HP
50 754205560
55 00
HP
56 50
55 00
HP
55 00
HP
56 00
55 00
HP
55 00
HP
56 60
53 99
54 75
55 18
55 08
54 25
53 07
51 32
50 54
52 58 54 00 54 78 54 53 52 96
52 11
51 17 49 39
50 94
50 94
50 50
56 80
3.70%
8.04%
7.06%
7.22%
2
.
5
1%3.87%4.83%2.91%
5.32%
5.27%4.97%4.97%3.80%4.51%5.27%4.18%
4.56%
3.26%
4.
1
1
%4.23%3.56%4.60%
2.47%7467527507487447
5
4
754750750752
7
5
2
752754754756
758
7567
5
8
758
758760758
756
7547
5
6
7547547547567547567567547527
5
4
756
76
0
758758760758
756756754756
75275675475275
4 75675675475
2750750750
7487447467487487467507
5
2
748
75
0
754
75
4
752752
754754 75675075275475275075275275475475475275
2
754
752
750750752754754
7
5
2
750752751.5
50 81
5.11%
51 72EP
51 83EP
51 65EP
52 27EP5227EP
51 65EP
51 83EP
53 78EP5092EP
49 85EP
51 40EP
52 23EP5223EP
51 40EP
51 20EP
50 92EP
49 94LP
53 36HP
51 30LP
2.5:1 SLOPE"M""L""H""H""I""L""M""R""R""Q""Q"100YR WS 756.90
ASSUME 50%
BLOCKED
100YR WS 756.33
ASSUME 50%
BLOCKED
100YR WS 754.20
ASSUME 50%
BLOCKED
754 151 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, WVFC SP#01-21
27GRADING PLANFAIRFAX DOWNS SUBDIVISIONOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G
MATCH LINE SHEET 28 MATCH LINE SHEET 24MATCH LINE SHEET 28
1" = 30'
7.53 ACRES OPEN
SPACE AREA
15+00
16+00
17+0018+0019+00
13+0014+0015+0016+00
17+00
PC11+15.55 12+00PT12+18.17 13+0014+0015+0016+0017+0018+0011+0012+0013+001.74 ACRES TO
BE DEDICATED
AS PUBLIC RW
50'30'10'10'50'30'10'50'10'50'10'30'10'30'10'50'10'30'10'STOP SIGNSTOPSIGNSTOP SIGNCG-12BCG-12BCG-12BCG-12BCG-12BCG-6CG-6CG-6CG-6CG-6CG-6
CG-6CG-6
CG-6
STREETSIGNSTREETSIGNSTREET SIGNSTREETSIGN20' STORM
DRA
INAGE
ESM
'
T
20' STORM DRAINAGE ESM'T 20' STORM DRAINAGE ESM'T
20' STORM DRAINAGE ESM'T 20' STORMDRAINAGE ESM'T20' STORMDRAINAGEESM'T20' STORMDRAINAGE ESM'T3
5'
R 35'R35'R35'R35'R 20' STORMDRAINAGEESM'T20' STORMDRAINAGEESM'T20' STORMDRAINAGEESM'T15' TEMP. CONST.
ESMN'T FOR THE
BENEFIT OF
BRANDY LANE
CONSTRUCTION 10+0011+0012+0013+0010+00 11+00 12+00
13+00
14+00 15+0013+0014+0015+0016+0017+0018+0019+00"N""P""P""O""O""S""S""N"OVERLAND RELIEFCROSS SECTION(SEE SHEET 51)OVERLAND RELIEFCROSS SECTION(SEE SHEET 50)OVERLAND RELIEFCROSS SECTION(SEE SHEET 51)OVERLAND RELIEFCROSS SECTION(SEE SHEET 51) LOT 1014,866 s.f.FF = 755.70BF= 746.70EW/O Basement
LOT 1112,000 s.f.FF = 754.60BF= 745.60EW/O Basement
LOT 1312,000 s.f.FF = 754.10BF= 745.10
LOT 2213,035 s.f.FF = 750.80BF= 741.80Buried Basement
LOT 2313,844 s.f.FF = 751.70BF= 742.70Buried Basement
LOT 2416,861 s.f.FF = 753.20BF= 744.20Buried Basement
LOT 2513,035s.f.FF = 753.30BF= 744.30Buried Basement
LOT 2613,844 s.f.FF = 757.00BF= 748.00W/O Basement
LOT 2712,839 s.f.FF = 757.96BF= 748.96
LOT 3712,000 s.f.FF = 752.95BF= 743.95Buried Basement
LOT 8614,866 s.f.FF = 755.86BF= 746.86Buried Basement
LOT 9112,000 s.f.FF = 754.55BF= 745.55Buried Basement
LOT 9012,000 s.f.FF = 756.34BF= 747.34Buried Basement
LOT 8912,000 s.f.FF = 757.60BF= 748.60Buried Basement
LOT 8812,000 s.f.FF = 757.60BF= 748.60Buried Basement
LOT 8712,000 s.f.FF = 757.27BF= 748.27Buried Basement
LOT 8514,866 s.f.FF = 755.00BF= 746.00Buried Basement
LOT 8012,000 s.f.FF = 754.40BF= 745.40English Basement
LOT 8112,000 s.f.FF = 752.80BF= 743.80Buried Basement
LOT 8212,000 s.f.FF = 753.86BF= 744.86Buried Basement
LOT 8312,000 s.f.FF = 755.92BF= 746.92Buried Basement
LOT 8412,000 s.f.FF = 755.65BF= 746.65Buried Basement
LOT 4212,000 s.f.FF = 754.69BF= 745.69Buried Basement
LOT 4112,000 s.f.FF = 755.71BF= 746.11Buried Basement
LOT 4012,000 s.f.FF = 755.66BF= 745.66Buried Basement
LOT 3912,000 s.f.FF = 754.10BF= 745.10Buried Basement
LOT 3812,000 s.f.FF = 752.95BF= 743.95Buried Basement
LOT 3512,000 s.f.FF = 754.59BF= 745.59Buried Basement
LOT 3612,000 s.f.FF = 753.90BF= 744.90Buried Basement
LOT 34
LOT 1212,000 s.f.FF = 754.10BF= 745.10EW/O Basement
LOT 1312,000 s.f.FF = 754.10BF= 745.10 LOT 20
LOT 2113,035 s.f.FF = 751.30BF= 742.30Buried Basement
LOT 2613,844 s.f.FF = 757.00BF= 748.00W/O Basement
LOT 2712,839 s.f.FF = 757.96BF= 748.96
46 72
50 10
49 00
46 40
OLR
53 09
54 11
54 06
53 16
53 08
51 585250
49 965135
52 17
55 77
54 26
52 50
HP
54 36
53 40
52 30
53 30
54 05
54 32 52 26 51 02
53 95 54 22 52 16
52 00 49 69
48 80
53 04548456135613
55 67 56 00 56 00 54 74 52 95
51 35
50 825230
52 99
48 50
44 40
44 40
47 30
55 40
47 90
HP
49 70
50 50
HP
51 80
HP
52 00
OLR
45 00
46 00
51 00
49 50
49 8
50 80
50 80
49 50
47 80
47 80
48 40
49 70
47 50
HP
46 50
OLR
49 20
50 10
49 00
50 00
48 70
HP
51 60
50 60
HP
51 00
51 70
51 00
HP
50 60
HP
54 10
HP
51 80
HP
52 85
HP
53 60
HP
52 30
HP
50 50
HP
50 10
OLR
50 40
HP
51 70
HP
52 50
HP
52 50
HP
54 20
HP5560
HP5500
HP5390
HP
52 60
HP
53 20
HP
49 00
HP
50 10
49 70
44 80
51 96
49 86
51 59
50 65
49 72
51 30 51 05 50 43 49 19
47 07
46 12
45 14
45 13
46 11
47 08
47 96
52 58 54 00 54 78 54 53 52 96 51 17
48 20
46 50
OLR
6.64%
6.44%
7.78%
7.31%
7.10%
6.07%
6.15%
5.13%
2.90%
8.04%
2.48%
4.00%
4.20%
3.80%
2.53%
2.69%
2.59%
2.53%4.97%4.97%3.80%4.51%5.27%5.16%7.51%7.51%9.53%7.34%5.15%7447467547527547527507487467487507
4
8
746
74674874474674674874674
6 7447487
4
6 748748
746
7467487467447467487507527507
5
2
75275074874675
2
75
0
748746744744742
7467487507447
4
4
7467
4
8
75
0 7507507507487467447487467507527
5
2750
746750752754750750
748
748
752
754
750
750
754
752 754754
75
4
752
750
750750
754
7527
5
2
752
752
754
752
750
750752750752752754754
752
752
752 748
7487487487467467427427
5
2
75
2
75
0
7
5
0
752754
7
5
2
75074
6
74
8
75075
0
746748748754
752
51 20EP
50 92EP
50 31EP
49 69EP
49 69EP
48 86EP
50 58EP 50 64EP
46 58EP
46 64EP
48 12EP
46 64EP
44 24LP
49 09LP
52 78HP
53 36HP
51 14HP
"N""P""P""O""O""S""S""N"742
4074452 30
HP 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, WVFC SP#01-21
28GRADING PLANFAIRFAX DOWNS SUBDIVISIONOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429GMATCH LINE SHEET 29 MATCH LINE SHEET 25MATCH LINE SHEET 25MATCH LINE SHEET 27
MATCH LINE SHEET 29
MATCH LINE SHEET 27
MATCH LINESHEET 261" = 30'
11+00PC11+15.55 12+00PT12+18.17
13+00PC13+68.85 13+69.3414+00PT
1
4
+
2
5
.
3
2 CG-6CG-6STORMDRAINAGE ESM'TCG-6CG-6CG-6CG-620' STORM DRAINAGE ESM'T 20' STORM DRAINAGE ESM'T
30'R30'R30'R20' STORM DRAINAGE ESM'T20' STORMDRAINAGEESM'TR58.
0
'
R
4
8
.
0
'
R58.
0
'
R
4
8
.
0
'13+0014+0015+0016+0017+00
18+0019+0020+0021+0021+39.88"P""P""N"OVERLAND RELIEFCROSS SECTION(SEE SHEET 51) LOT 1312,000 s.f.FF = 754.10BF= 745.10EW/O Basement
LOT 1412,030 s.f.FF = 754.40BF= 745.40EW/O Basement
LOT 1815,508 s.f.FF = 756.70BF= 747.70English Basement
LOT 1912,068 s.f.FF = 753.70BF= 744.70Buried Basement
LOT 1613,250 s.f.FF = 754.70BF= 745.70W/O Basement
LOT 2613,844 s.f.FF = 757.00BF= 748.00W/O Basement
LOT 2712,839 s.f.FF = 757.96BF= 748.96Buried Basement
LOT 2813,844 s.f.FF = 758.80BF= 749.80Buried Basement
LOT 3014,860 s.f.FF = 763.20BF= 754.20English Basement
LOT 3212,708 s.f.FF = 759.30BF= 750.30Buried Basement
LOT 3512,000 s.f.FF = 754.59BF= 745.59Buried Basement
LOT 3312,980 s.f.FF = 756.00BF= 747.00Buried Basement
LOT 3412,841 s.f.FF = 756.31BF= 747.31Buried Basement
LOT 1212,000 s.f.FF = 754.10BF= 745.10EW/O Basement
LOT 1312,000 s.f.FF = 754.10BF= 745.10EW/O Basement
LOT 1412,030 s.f.FF = 754.40BF= 745.40EW/O Basement
LOT 1512,729 s.f.FF = 753.67BF= 744.67W/O Basement
LOT 1716,714 s.f.FF = 757.70BF= 748.70English Basement
LOT 1912,068 s.f.FF = 753.70BF= 744.70Buried Basement
LOT 2013,844 s.f.FF = 751.70BF= 742.70Buried Basement
LOT 1613,250 s.f.FF = 754.70BF= 745.70W/O Basement
LOT 2113,035 s.f.FF = 751.30BF= 742.30Buried Basement
LOT 2613,844 s.f.FF = 757.00BF= 748.00W/O Basement
LOT 2712,839 s.f.FF = 757.96BF= 748.96Buried Basement
LOT 2813,844 s.f.FF = 758.80BF= 749.80Buried Basement
LOT 2915,197 s.f.FF = 761.80BF= 752.80English Basement
LOT 3014,860 s.f.FF = 763.20BF= 754.20English Basement
LOT 3113,506 s.f.FF = 762.80BF= 753.80English Basement
44 00
46 40
OLR
53 00
53 00
57 20
51 00
55 05
52 10
HP
52 99
54 71
48 50
48 80
53 10
45 00
52 07
44 70
44 00
48 50
44 40
44 40
55 00
52 10
52 10
55 00
52 10
52 00
51 00
51 50
HP
48 50
HP
48 30
HP
47 30
55 40
56 36
50 30
53 50
57 505620
57 20
55 80
HP
57 60
56 60
57 80
59 00
59 00
53 00
57 70
50 50
HP
54 60
HP
54 80
HP
49 70
51 50
51 50
54 10
HP
52 60
HP
52 50
HP 50 10
48 50
49 70
44 80
56 60
HP
57 00
HP
54 70 54 57
54 51
54 11
54 23
53 77
52 48
53 01
51 96
51 59
45
45 37
48 44
49 38
49 84
49 63
48 78
47 78
45 43
45 13
48 20
46 50
OLR
50 40
7.45%
7.78%
7.31%
8.10%5.09%5.65%8.78%7.8
0
%
2.16%
6.45%
7.10%
8.04%
7.88%
4.60
%6.48%8.04%2.18%
3.90%
2.48%5.00%752750748744746766
764
762
760
758
756
760
758
766
764
762 760
758
766
764
762
756
756
756
754
752
7
5
0
752754
75
6756754754752754752750748 746746748750750
7
4
8
75
4
754 752748746752754
7
5
4
752
750 744750748746744746748748744746
748 7447487467447447447467467487467487467507527
5
2750
750748746752754754750
7527547527547
5
6 758756
756 756
7
5
8
758756758
764
762
760 758752754746748746752754
74
6
748748748
7
5
1
50 58EP 50 64EP
51 77EP
51 83EP
52 48EP
52 48EP
52 88EP
52 88EP
45 04EP
47 29EP
46 44EP
44 24LP
10:1 SLOPE
10:1 SLOPE "P""P""N"66 30
HP
66 30
HP
52 30
HP 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, WVFC SP#01-21
29GRADING PLANFAIRFAX DOWNS SUBDIVISIONOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G
MATCH LINE SHEET 28
M
A
T
C
H
L
I
N
E
S
H
E
E
T
2
6
MATCH LINE SHEET 28
1" = 30'
145+00
146+00
147+00
148+00
149+00
150+00
151+00
152+00
153+00
154+00
155+00
156+00
157+00
158+00
159+00
160+00
20' FW ESM'T12' TOP OF BERM = 742.00RELOCAT
E
P
P
RELOCATE
P
P
RELOCATE
P
P
CORE DRILL, BOOT, AND RESHAPING
OF INVERT WILL OCCUR WITH
FUTURE CONNECTION
CONTRACTOR TO VERIFY
EXISTING WATER MAINLOCATION AND DIAMETER
20' F.W. ESM'TWET POND
(LEVEL 1)
DRY SWALE #3
(LEVEL 2)
DRY SWALE #1
(LEVEL 2)
DRY SWALE #2
(LEVEL 2)
B
A
D
C
E
1" = 100'151 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, WVFC SP#01-21
30SWM BMP PLANOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G
SITE BOUNDARY
DRAINAGE AREA LABELS
DRAINAGE DIVIDES
DRAINAGE AREAS TREATED
BY BMP DEVICES
BMP LEGEND
A, B, C, D
DRAINAGE AREAS TREATED
BY DRY SWALES
DRAINAGE AREAS TREATED BY
WET AND DRY PONDS
136+00
PC136+12.92137+00 138+00
139+00
140+00
PT140+89.16141+00
142+00
143+00
144+00
145+00
146+00
147+00
148+00
149+00
150+00
151+00
152+00
153+00
154+00
155+00
156+00
157+00
158+00
159+00
160+00
161+00
162+00
163+00
164+00
2
1
4
3
5
STUDY
POINT #1
STUDY
POINT #3
STUDY
POINT #4
STUDY
POINT #5
TC FLOW
PATH
TC FLOW
PATH
TC FLOW
PATH
TC FLOW
PATH
TC FLOW
PATH
STUDY
POINT #2
136+00
PC136+12.92137+00 138+00
139+00
140+00
PT140+89.16141+00
142+00
143+00
144+00
145+00
146+00
147+00
148+00
149+00
150+00
151+00
152+00
153+00
154+00
155+00
156+00
157+00
158+00
159+00
160+00
161+00
162+00
163+00
164+00
12' TOP OF BERM = 742.00RELOCATE PP
RELOCATE PP
RELOCATE PP
CON
T
R
A
C
T
O
R
T
O
V
E
R
I
F
Y
EXIS
T
I
N
G
W
A
T
E
R
M
A
I
N
LOC
A
T
I
O
N
A
N
D
D
I
A
M
E
T
E
R
2
1
34
5
STUDY
POINT #1
STUDY
POINT #3
STUDY
POINT #4
STUDY
POINT #5
TC FLOW
PATH
TC FLOW
PATH
TC FLOW
PATH
TC FLOW
PATH
TC FLOW
PATH
STUDY
POINT #2
1" = 200'
31SWM PLANOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G151 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, WVFC SP#01-21
SITE BOUNDARY
DRAINAGE AREA LABELS
DRAINAGE DIVIDES
DRAINAGE AREAS TREATED
BY SWM DEVICES
SWM LEGEND
1-5
STORMWATER MANAGEMENT & BEST MANAGEMENT PRACTICES SUMMARY
THE WATER QUALITY REQUIREMENTS WILL BE MET BY PURCHASING WATER QUALITY
CREDITS AND REMOVING AT LEAST 75% PHOSPHORUS ONSITE WITH THE PROPOSED
LEVEL 1 WET POND AND THREE DRY SWALES. AN AFFIDAVIT OF CREDIT OF SALE FOR
6.37 POUNDS OF PHOSPHORUS FROM ONE OF THE DEQ APPROVED NUTRIENT BANK
FACILITIES FOR FREDERICK COUNTY WITHIN THE POTOMAC WATERSHED WILL BE
PROVIDED TO BOTH DEQ AND FREDERICK COUNTY PRIOR TO ISSUANCE OF A LAND
DISTURBANCE PERMIT. THE STORM WATER REQUIREMENTS (CHANNEL AND FLOOD
PROTECTION) WERE MET BY THE PROPOSED SWM FACILITY FOR STUDY POINT 2.
STUDY POINTS 1,3,4 & 5 HAVE REDUCED DRAINAGE AREAS TO MEET STORM WATER
REQUIREMENTS.
18' WIDE D/W
(TYP.)
10' WIDE
D/W
4' WIDE S/W
(TYP.)
5' SIDEWALK
35 00 35 00
26 00
32 00 30 50
32 00
32 00
10' WIDE
SPILLWAY
ARMOUR
WITH CL 1
RIP-RAP
10'
WET POND 1
FOREBAY10' AQUATIC
BENCH
10' SAFETY
BENCH
10' AQUA
T
I
C
BENCH
10' SAFE
T
Y
BENCH
732
734
735
736
738
740
742
735736
734
732
734
735
738
740
732
734732730735736738740742742740738728742
734.5
733.5
733.5734.53:1 SLOPE
3:1 SLOPE3:1 SLOPE3:1 SLOPE3:1 SLOPE733.8
10 YR WSE = 732.27'
"A"
"A"
730.5
73
6
STORM DRAINAGE ESM'T
STORM DRAINAGE ESM'T
STORM DRAINAGE ESM'T
ACCESS
ROAD
ESM'T
STORM
DRAINAGE ESM'T
20' STORM
DRAINAGE
ESM'T
20' STORM
DRAINAGE
ESM'T
20' F.W. ESM'T
20' F.W. ESM'T
20' F.W. ESM'T
12' TOP OF BERM = 742.00730.5728
730
730.5
733.5
734.5
736
X-SECT "A-A"
(SEE SHEET 33)
1.62 ACRES
SWM-OPEN
SPACE
GRAVEL MAINT.
ROAD
WETLAND "C" -
DO NOT
DISTURB
WETLAND "C" -
DISTURBANCE,
PERMIT PRIOR TO
DISTURBANCE
WETLAND "C" -
DISTURBANCE,
PERMIT PRIOR TO
DISTURBANCE
STREAM "A" -
DISTURBANCE,
PERMIT PRIOR TO
DISTURBANCE
WETLAND "B" -
DISTURBANCE,
PERMIT PRIOR TO
DISTURBANCE
INSTALL TEMP
CONSTRUCTION
FENCE TO
PROTECT
WETLANDS TO
REMAIN
2' STORM
TRICKLE
DITCHLIMITS OF
DISTURBANCE
1" = 20'
32WET POND 1 PLAN VIEWOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G151 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, WVFC SP#01-21
710
715
720
725
730
735
740
745
750
755
710
715
720
725
730
735
740
745
750
755
12+56.9= 6" DRAININV OUT = 726.0012+40.4=EW-1PC (12")INV OUT = 731.50NORMAL POOL
WSE=734.00
(Tv=56,827 ft3)
INSTALL
CONC
CRADLE/ARCH
(SEE SHT ##)
CLEAR = 1.0'
1YR WSE=735.64
10YR WSE=737.27
**100YR WSE=739.64
PROP.
GRADE3:13:1
14.0'
TOP OF BERM
ELEV.=742.00
CONTROLLED FILL, SOIL
MATERIALS TO BE
CERTIFIED BY
GEOTECHNICAL
ENGINEER -
EMBANKMENT TO BE
CONSTRUCTED WITH
CLAY CORE
93' - 42" RCP ASTM C-361
(RUBBER GASKETS W.T.
JOINTS) @ 0.50%
28'-12" SCH 40
PVC REVERSE
PIPE @ -9.09%3:1TOP=733.50EX1 80 81 82 83
TOP=737.60TOP=737.67EX TOP=735.83POND DRAIN
12+12.9= RISER STRUCTURESWM-1 (SQ. 5'x5')INV OUT = 732.05 (42")INV IN = 725.68 (6" DRAIN)INV IN = 734.00 (12" REV. PIPE)INV IN = 735.80 (WEIR)11+20.2=MH-1INV OUT = 731.34INV IN = 731.5910+00=EX DI STR.EX. INV OUT = 730.54INV IN = 730.74120' - 42" RCP @ 0.50%
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
FOREBAY
EX. GRADE
WEIR ELEV.=
735.00
10" SAN XINGCUT-OFF TRENCH SEE
DETAIL THIS SHEET
ANTI-SEEP COLLARS
5.00' x 5.00'4:112" WL XING18"
MIN.
PHREATICLINE
**THE 100 YEAR WATER SURFACE ELEVATION
(WSE) ASSUMES ALL OPENINGS BELOW THE TOP
OF THE RISER ARE CLOGGED AND THE STARTING
WSE IS AT THE TOP OF THE RISER.
RIP-RAP
5.1%
AS SHOWN
33SWM DETAILSOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G151 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, WVFC SP#01-21
42" RCP ASTM C-361
(RUBBER GASKETS
W.T. JOINTS)
5'
6.5'
**THE 100 YEAR WATER SURFACE ELEVATION
(WSE) ASSUMES ALL OPENINGS BELOW THE
TOP OF THE RISER ARE CLOGGED AND THE
STARTING WSE IS AT THE TOP OF THE RISER.
3:
1
12' WIDE
PROP. GRADE
1 YR WS ELEV 735.64'
10 YR WS ELEV 737.27'
100 YR WS ELEV 739.64'**
STORMWATER MANAGEMENT BASIN 1
PRINCIPAL RISER SECTION
NTS
TOP OF RISER
ELEV =737.60
TOP OF BERM
ELEV.=742.00 TYP. TRASH RACK BY
PLASTIC SOLUTION OR
APPROVED EQUAL
12" ORIFICE
INV.=731.50
INV.=732.05
INV.= 725.67
INV.=726.00
6" DIP DRAIN WITH
VALVE (NORMALLY
CLOSED)
4000 PSI CONCRETE
PRECAST RCP BASE AND
RISER STRUCTURE (VDOT) -
SWM-1 SQUARE INSIDE 5' x 5'
CONCRETE FILL
FOR BUOYANCY
NORMAL POOL WS ELEV 734.00' INV.=734.00
12" SCH 40 PVC
6" GATE VALVE
WITH STEM
HAND WHEEL (TYP)
STEM GUIDE (TYP)
CONCRETE BLOCKS
FOR VALVE SUPPORT
WEIR ELEV = 735.80
3.5' W x 0.8' H
VDOT EW-1
ELEV = 724.67
ELEV = 718.17
SIDE TRASH RACK NOT
SHOWN FOR CLARITY
3.5'0.8'STORMWATER MANAGEMENT BASIN 1
PRINCIPAL RISER PLAN VIEW
NTS
PLASTIC SOLUTIONS
TRASH RACK OR
APPROVED EQUAL
TOP TRASH RACK NOT
SHOWN FOR CLARITY42" PIPE
4000 PSI CONCRETE
PRECAST RCP BASE AND
RISER STRUCTURE (VDOT) -
SWM-1 SQUARE INSIDE 5' x 5'5'5'3.5' W x 0.8' HWEIR3.5' W x 0.8' HWEIRVDOT EW-1
PLASTIC SOLUTIONS BMP TRASH
RACK OR APPROVED EQUAL
12" PIPE
5'
6.5'
STORMWATER MANAGEMENT BASIN 1
PRINCIPAL RISER FRONT VIEW
NTS
TOP OF RISER
ELEV =737.60
TYP. TRASH RACK BY
PLASTIC SOLUTION OR
APPROVED EQUAL
4000 PSI CONCRETE
PRECAST RCP BASE AND
RISER STRUCTURE (VDOT) -
SWM-1 SQUARE INSIDE 5' x 5'
CONCRETE FILL
FOR BUOYANCY
12" ORIFICE
INV.=734.00
WEIR ELEV = 735.80
3.5' W x 0.8' H 1.0'INV.=725.67
ELEV = 724.67 0.3'ANTI-SEEP COLLAR DESIGN
1. DEPTH OF WATER AT PRINCIPAL SPILLWAY CREST (Y) = 11.6 FT
2. SLOPE OF UPSTREAM FACE OF EMBANKMENT (Z) = 3:1 SLOPE
3. SLOPE OF PRINCIPLE SPILLWAY BARREL (Sb) = 0.50% SLOPE
4. LENGTH OF BARREL IN SATURATED ZONE (Ls) = 26.0 FT
5. NUMBER OF COLLARS REQUIRED (FROM PLATE 3.14-12) = 2 COLLARS
COLLAR DIMENSIONS - 5.00'x5.00'
STORMWATER MANAGEMENT BASIN #1 - BERM CROSS SECTION
NTS
NOTES:
1. PHREATICLINE COMP
10 YR STM ELEV = 737.27'
LINE LENGTH @ 4:1 = 26.0'
49.2' TO TOE, DOES NOT CROSS BANK ABOVE TOE,
NO DRAINAGE SYSTEM REQUIRED
2. DISCHARGE PIPE SHALL BE BEDDED AND
BACKFILLED WITH FINE GRAINED SOILS. FINE
GRAINED SOILS SHALL HAVE STONE 1" OR LESS IN
DIAMETER FOR A MINIMUM OF 2' AROUND PIPE IN
AREAS OF BACKFILL.
TOP OF BERM
ELEV. = 742.00
12'4" TOPSOIL
COVER
EX. GRADE
4'
732.05 726.00
STM STRUCTURE
(SEE DETAIL)
24.3'
3:13:1
HOMOGENEOUS FILL
COMPACTED TO 95% MAX.
DENSITY
4'
1:
1 1:1DISCHARGE PIPE 10.5'10.5'
26.0'
CONCRETE ANTI-SEEP
COLLAR (5.00'x5.00')
CUTOFF TRENCH,
4' DEPTH, TOP @
10YR WSE
TOP ELEV. = 737.27
19.2'
1:
11:14'
PHREATICLINE4:1
4' WIDE AQUATIC
BENCH ( FOR SAFETY
PURPOSES)3:1 SIDE SLOPE3:1 SIDE SLOPEAQUATIC BENCH DETAIL
NOT TO SCALE
FOREBAY
12"5.0%
10' WIDE
AQUATIC
BENCH
10' WIDE
SAFETY
BENCH
3:1 SIDE SLOPE3:1 SIDE SLOPEAQUATIC & SAFETY BENCH DETAIL
NOT TO SCALE
5%
DEEP
POOL
5%
52
50 94 50 94
50 50
752
750
748
752
756 754 752
750
750748
751.52.5:1 SLOPE
746
5' WIDE GRASS
FILTER STRIP
LOT 46
LOT 45
LOT 44
PRETREATMENT
CELL VOLUME
= 316 ft3
51 00 51 50 50 40
43 84
5230HP752
750
748
744
746
746
748
746
750 752751744
5' WIDE GRASS
FILTER STRIP
LOT 32
LOT 33
LOT 34
PRETREATMENT CELL
VOLUME = 239 ft3
PROP. R.O.W.
SIGN
MJ CAP AND
FLUSHING ASSY
50 00
TOP
51 20
OLR
54 50
58 10
758
762
760
756
754
752
754
752
754
754
7567
5
8
760
755
2.5:1 SLOPE
758760 5' WIDE GRASS
FILTER STRIP
LOT 68 LOT 69 LOT 70 LOT 71
PRETREATMENT CELL
VOLUME = 268 ft3
AS SHOWN
34SWM DETAILSOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G151 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, WVFC SP#01-21
DRY SWALE DETAILS
DRY SWALE (LEVEL 2)
MATERIAL CROSS SECTION
NTS
NOTES:
1. PERFORATED 6" PIPE ONLY LOCATED IN THE LIMITS OF THE MEDIA AREA,
OUTSIDE LIMITS OF MEDIA TO BE SOLID WALL 6" PIPE.
DRY SWALE #1 TYPICAL SECTION
NOT TO SCALE
3:
1
S
L
O
P
E 3:1 SLOPE4' WIDE BOTTOM
DRY SWALE 1.38%
DEPTH VELOCITY
1" STORM EVENT: 0.12' 1.32FPS
2 YR STORM EVENT: ---2.25 FPS
10 YR STORM EVENT: 0.35'---
5% SL
O
P
E
DRY SWALE #2 TYPICAL SECTION
NOT TO SCALE
3:
1
S
L
O
P
E 3:1 SLOPE4' WIDE BOTTOM
DRY SWALE 1.44%
DEPTH VELOCITY
1" STORM EVENT: 0.09' 1.10FPS
2 YR STORM EVENT: ---1.92 FPS
10 YR STORM EVENT: 0.25'---
DRY SWALE #3 TYPICAL SECTION
NOT TO SCALE
3:
1
S
L
O
P
E 3:1 SLOPE4' WIDE BOTTOM
DRY SWALE 1.50%
DEPTH VELOCITY
1" STORM EVENT: 0.11' 1.38 FPS
2 YR STORM EVENT: ---2.28 FPS
10 YR STORM EVENT: 0.33'---
5' WIDE GRASS
FILTER STRIP 5% SL
O
P
E
5% SL
O
P
E
5' WIDE GRASS
FILTER STRIP
5' WIDE GRASS
FILTER STRIP
EXISTING
GRADE
PROPOSED
GRADE752.82752.82752.92753.59756.47754.28754.28COMPACT FILL TO
A MINIMUM 95%
DRY DENSITY, PER
AASHTO T-99
-2.00%
2.08%PVC STA.10+45.00PVC ELEV.753.43PVI STA.11+00.00PVI ELEV.752.42PVT STA.11+55.00PVT ELEV.753.57VC = 110.00SD = 192'K-Val = 28.1
SAG = 10+96.48
ELEV. = 752.96 PVC STA.12+87.50PVC ELEV.756.33PVI STA.13+40.00PVI ELEV.757.42PVT STA.13+92.50PVT ELEV.755.77VC = 105.00
SD = 180'K-Val = 20.1
CREST = 13+29.36
ELEV. = 756.77 1.31%PVC STA.13+92.50PVC ELEV.755.77PVI STA.14+50.00PVI ELEV.753.97PVT STA.15+07.50PVT ELEV.754.72VC = 115.00
SD = 168.85'K-Val = 25.8
SAG = 14+73.72
ELEV. = 754.50
2.00%PVI STA.15+38.61PVI ELEV.755.13CD-2CD-2
CD-1
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50
755
760
765
770
750
755
760
765
770
SHREWSBURY WAY
750
745
740
745
7408" SAN XING754.26'753.80'753.35'753.04'752.96'753.11'753.47'753.99'754.51'755.03'755.55'756.07'756.55'756.76'756.66'756.25'755.55'754.96'754.61'754.50'754.63'754.95'755.35'FROM STA 10+00 TO STA 15+54.61
62' R.O.W., 42' FC TO FC: POSTED SPEED 25 MPH 15+54.61 = ℄ INTX SHREWSBURY WAY W/15+68.21 BERKELEY STREET15" STM XING15" STM XING10+00 = ℄ INTX SHREWSBURY WAY W/EX. CROWN FAIRFAX PIKE ROUTE 277ELEV. @
PROP RD
C/L
10+99.34R28.44 = PRCTC11+04.11L21'= PRCTC11+21.96R24.58= PCTC11+64.09R21'= PTTC13+58.39=CL PC=R AND L 21'=PCTC14+70.18=CL PT= R AND L 21'=PTTC14+76.47=R AND L 21'=PTTCPVC STA.18+80.00PVC ELEV.748.00PVI STA.19+80.00PVI ELEV.745.67PVT STA.20+80.00PVT ELEV.747.76VC = 200.00
SD = 240'K-Value = 45.2
SAG = 19+85.39
ELEV. = 746.77 PVC STA.20+90.00PVC ELEV.747.97PVI STA.21+90.00PVI ELEV.750.07PVT STA.22+90.00PVT ELEV.747.88VC = 200.00
SD = 255'K-Value = 46.8
CREST = 21+87.95
ELEV. = 749.00 PVC STA.22+90.00PVC ELEV.747.88PVI STA.23+77.80PVI ELEV.= 745.97PVT STA.24+65.60PVT ELEV.747.20VC = 175.60
SD = 280'K-Value = 48.9SAG = 23+96.85
ELEV. = 746.72 PVC STA.25+57.80PVC ELEV.748.50PVI STA.26+57.80PVI ELEV .749.90PVT STA.27+57.80PVT ELEV.744.78VC = 200.00
SD = 202'K-Value = 30.7
CREST = 26+00.88
ELEV. = 748.80 PVC STA.28+59.50EXISTING
GRADE
PROPOSED
GRADE
COMPACT FILL TO
A MINIMUM 95%
DRY DENSITY, PER
AASHTO T-99
COMPACT FILL TO
A MINIMUM 95%
DRY DENSITY, PER
AASHTO T-99
SD = 73'
EXISTING
GRADE
48" DEPTH AT
PROP GRADE
AT POINT OF
INSTALL
5% SLOPE
TIE TO EXISTING
CD-1
CD-2
CD-1
CD-2
CD-1
CD-2
CD-1 PVI = 29+42.71PROPOSED
GRADE
BERKELEY STREET
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 27+50 28+00 28+50 29+00
730
735
740
745
750
755
760
765
770
-2.33%8" WL XING8" SAN XING FUTURE
G
R
A
D
E
24" STRM XINGPVC ELEV.739.58PVI STA.28+84.50PVI ELEV. 738.30PVT STA.29+09.50PVT ELEV.738.73SAG = 28+97.03ELEV.738.62
K-Value=7.33
VC = 50.00756.87'756.29'755.70'755.12'754.54'753.95'753.37'752.79'752.20'751.62'751.03'750.45'749.87'749.28'748.70'748.12'747.58'747.17'746.91'746.78'746.79'746.94'747.23'747.66'748.17'748.57'748.84'748.98'748.98'748.85'748.59'748.19'747.68'747.24'746.94'746.77'746.72'746.80'747.01'747.33'747.68'748.03'748.39'748.69'748.80'748.70'748.40'747.90'747.19'746.28'745.17'743.90'742.62'741.34'740.07'738.95'738.63'738.99'15" STRM XING2.10%1.40%
5.12
%
1.70%
FROM STA 14+77.17 TO STA 31+19.50
56' R.O.W., 36' FC TO FC: POSTED SPEED 25 MPH14+87.17 = BEGIN L18' PRCTC15+68.21 = ℄ INTX BERKELEY ST. W/15+54.47 ℄ SHREWSBURY WAY22+05.59 = ℄ INTX BERKELEY ST W/10+00 ℄PENDRAGON DRIVE15" STM XING24" STM XING14+77.17 = BEGIN PVM'T CONSTRUCTION16+49.16 = PRCTC18+01.48 = ℄PC18+40.50 = ℄PT21+52.59 = R18' PCTCELEV. @
PROP RD
C/L
56' R.O.W., 36' FC TO FC: POSTED SPEED 25 MPH26+03.48= 21+32.32 W/L 8"x6" TEE,1-6" G.V., FH ASSEMBLY4.0'
MIN.WL STA 17+86.49= MATCH LINERD STA 22+61.4123+84.16=19+11.10 W/L 45° BEND23+79.66=19+04.74 W/L 45° BEND8" W/L
DIP CL 52
8" W/L
DIP CL 52
24+06.17=19+33.10 W/L 45° BEND24+10.59=19+39.43 W/L 45° BEND29+42.71= 24+71.84 W/L "G"= 22+57.32 W/L "A" 8"X12" CROSS, 2 - 12" GV's, 2 - 8" GV'SPVT STA.24+65.60PVT ELEV.747.20PVC STA.25+57.80PVC ELEV.748.50PVI STA.26+57.80PVI ELEV .749.90PVT STA.27+57.80PVT ELEV.744.78VC = 200.00SD = 202'K-Value = 30.7CREST = 26+00.88
ELEV. = 748.80 PVC STA.28+59.50PVI STA.29+74.71PVI ELEV. 739.93SD = 73'
EXISTING
GRADE
48" DEPTH AT
PROP GRADE
AT POINT OF
INSTALL
CD-1
CD-2 PVI = 29+42.71PVI ELEV. 739.29'PVI = 30+41.70PVI ELEV. 738.59'PROPOSED
GRADE
24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00EX 24" STRM XINGEX 15" STRM XING15" STRM XING730
735
740
745
750
755
760
765
770
PVC ELEV.739.58PVI STA.28+84.50PVI ELEV. 738.30PVT STA.29+09.50PVT ELEV.738.73SAG = 28+97.03
ELEV.738.62
K-Value=7.33
VC = 50.00
BERKELEY STREET746.80'747.01'747.33'747.68'748.03'748.39'748.69'748.80'748.70'748.40'747.90'747.19'746.28'745.17'743.90'742.62'741.34'740.07'738.95'738.63'738.99'739.44'739.92'739.42'738.92'738.74'739.19'739.65'15" STRM XING1.40%
5.12
%
1.70%
2.00%
2.00%1.81%29+74.71 = ℄ INTX BERKELEY ST W/℄SOUTH WARRIOR DRFROM STA 14+77.17 TO STA 31+19.50
56' R.O.W., 36' FC TO FC: POSTED SPEED 25 MPH26+03.48= 21+32.32 W/L 8"x6" TEE,1-6" G.V., FH ASSEMBLY4.0'
MIN.29+47.27=24+76.25 W/L 45° BEND29+60.05=24+94.32 W/L 45° BEND8" W/L
DIP CL 52
8" W/L
DIP CL 52
31+09.26 = END OF PAVEMENT30+26.29= 25+60.57 PROP. W/L TIE TO EX. W/L24+10.59=19+39.43 W/L 45° BEND29+42.71= 24+71.84 W/L "G"= 22+57.32 W/L "A" 8"X12" CROSS, 2 - 12" GV's, 2 - 8" GV'S151 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, WVFC SP#01-21
35ROAD PROFILESFAIRFAX DOWNS SUBDIVISIONOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G
V:
H: 1" =50'
1" = 5'MATCHLINE THIS SHEETMATCHLINE THIS SHEETMATCHLINE THIS SHEETMATCHLINE THIS SHEET52.50510MATCHLINE THIS SHEET
744.12747.61EXISTING
GRADE
PROPOSED
GRADE
PROPOSED
GRADE747.80745.00743.71746.84747.61COMPACT FILL TO
A MINIMUM 95%
DRY DENSITY, PER
AASHTO T-99
CD-1
CD-2
CD-1 PVC = 12+35.00PVC = 744.49'PVI = 13+10.00PVI = 743.06'PVT = 13+85.00PVT = 744.22'9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50
745
750
755
760
740
745
750
755
760
2.00%
1.90%PVI=10+16.00PVI=748.641.54%
SD= 270.96
K-Value= 44.6SAG= 13+17.78
ELEV.= 743.70
1.56%PVC=18+20.00PVC=750.92PVI=18+50.00PVI=751.39PVT=18+80.00PVT=750.92SD= 244.56
K-Value= 19.37CREST= 18+49.86
ELEV.= 751.15
2.00%PVI=19+72.00PVI=749.49PENDRAGON DRIVE8" WL XING8" SAN XING8" WL XING8" WL XING8" SAN XING740
735
730
735
730748.96'748.47'748.00'747.52'747.05'746.57'746.10'745.63'745.15'744.68'744.23'743.91'743.74'743.71'743.82'744.08'744.45'744.83'745.22'745.61'745.99'746.38'746.76'747.15'747.53'747.92'748.30'748.69'749.07'749.46'749.85'750.23'750.62'751.00'751.15'750.99'750.61'750.22'749.83'749.55'56' R.O.W.: FROM STA 10+00 TO STA 12+55 W/ 36' FC TO FC
50' R.O.W.: FROM STA 12+55 TO STA 19+58 W/ 30' FC TO FC
POSTED SPEED 25 MPH10+00 = ℄ INTX PENDRAGON DR W/22+05.59 ℄BERKELEY STREET12+55 = ℄ INTX PENDRAGON DR W/17+31.23 ℄HEVER COURT16+05 = ℄ INTX PENDRAGON DR W/10+00 ℄BODIAM COURT19+85 = ℄ INTX PENDRAGON DR W/14+55.39 ℄LANCASTER COURT30" STM XING36" STM XING30" STM XINGVC = 60.00VC = 150.00
ELEV. @
PROP RD
C/L
10+53 = L&R 18' PRCTC12+05 = L&R 18' PCTC13+05 = L&R 18' PRCTC15+55 = L18' PCTC16+05 =R 18' PRCTC753.24747.77744.12EXISTING
GRADE
EXISTING
GRADEPROPOSED
GRADE
PROPOSED
GRADE752.26753.81753.32748.65746.88743.31743.33743.39743.36744.51745.52CD-2
CD-2
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00
745
750
755
740
745
750
755
1.77%
1.86%PVC=16+11.23PVC=743.85PVI=16+61.23PVI=742.97PVT=17+11.23PVT=743.77SD= 226.80K-Value= 29.6SAG= 16+63.77ELEV.= 743.39
2.00%PVI=17+15.23PVI=743.832.00%PVI=17+31.23PVI=744.151.15%PVI=17+47.23PVI=743.833.70%PVC=19+26.23PVC=741.78PVI=19+96.23PVI=740.98PVT=20+66.23PVT=743.57SD= 174.19K-Value= 28.9
SAG= 19+59.32ELEV.= 741.59
8" SAN XING8" WL XING8" SAN XING740
735
730
725
735
730
725
BOLINGBROKE COURT COLCHESTER COURT
720720754.70'754.25'753.81'753.37'752.92'752.48'752.04'751.59'751.15'750.71'750.26'749.82'749.38'748.93'748.49'748.04'747.60'747.16'746.71'746.27'745.83'745.38'744.94'744.50'744.05'743.64'743.42'743.41'743.61'744.03'743.80'743.51'743.23'742.94'742.66'742.37'742.08'741.80'741.61'741.64'741.88'742.34'743.02'743.90'744.82'745.75'746.67'18" STM XING13+81.23 = ℄ INTX BOLINGBROKE CT W/10+00 ℄WARWICK AVE15" STM XING17+31.23 = ℄ AT END STA. OF BOLINGBROKE CTAND BEGIN STA OF COLCHESTER CT INTX. W/12+55.00 ℄PENDRAGON DRIVE30" STM XING30" STM XING21+58.60 = CENTER RADIUS PT @COLCHESTER CT. CUL-DE-SACVC = 140.00VC = 100.00
10+40.43 R29.42' PCTC10+40.44 L29.40' PCTC10+00 = CENTER RADIUS PT @BOLINGBROKE CT. CUL-DE-SACELEV. @
PROP RD
C/L
10+68.42 R15' PRCTC10+69.00 L15' PRCTC10+72.68 ℄PC11+28.18 ℄PT13+31.23 R15' PCTC14+31.23 R15' PRCTC16+81.23 R15' PCTC17+81.23 R15' PRCTC16+78.23 L15' PCTC17+84.23 L15' PRCTC20+96.15 R&L15' PCTC21+23.47 R&L28.12' PRCTCFROM STA 10+00 TO STA 17+31.23
50' R.O.W., 30' FC TO FC: POSTED SPEED 25 MPH
FROM STA 17+31.23 TO STA 21+58.60 (END CL CULDESAC)
50' R.O.W., 30' FC TO FC: POSTED SPEED 25 MPH 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, WVFC SP#01-21
36ROAD PROFILESFAIRFAX DOWNS SUBDIVISIONOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G
V:
H: 1" = 50'
1" = 5'52.50510
753.09EXISTING
GRADE
PROPOSED
GRADE747.02751.98754.04751.18COMPACT FILL TO
A MINIMUM 95%
DRY DENSITY, PER
AASHTO T-99
CD-1
CD-2
COMPACT FILL TO
A MINIMUM 95%
DRY DENSITY, PER
AASHTO T-99
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00
750
755
760
765
745
750
755
760
765
2.00%1.94%PVI=10+13.00PVI=747.672.23%PVC=10+15.00PVC=747.64PVI=10+70.00PVI=746.57PVT=11+25.00PVT=747.79SD= 177.26
K-Value= 26.4SAG= 10+66.20
ELEV.= 747.14
1.78%PVC=13+85.00PVC=753.59PVI=14+60.00PVI=755.27PVT=15+35.00PVT=753.93SD= 240.65
K-Value= 37.4CREST= 14+68.40
ELEV.= 754.52
2.00%PVI=17+17.00PVI=750.69WARWICK AVENUE
745
740
735
740
7358" WL XING8" SAN XING747.93'747.46'747.19'747.15'747.35'747.79'748.35'748.91'749.47'750.02'750.58'751.14'751.70'752.26'752.81'753.37'753.90'754.27'754.48'754.52'754.39'754.10'753.66'753.22'752.77'752.33'751.88'751.44'750.99'750.85'FROM STA 10+00 TO STA 17+30
50' R.O.W.: 30' FC TO FC: POSTED SPEED 25 MPH18" STM XING24" STM XING24" STM XING10+00 = ℄ INTX WARWICK AVE W/13+81.23 ℄BOLINGBROKE CT17+30 = ℄ INTX WARWICK AVE W/18+05.39 ℄LANCASTER COURT13+70 = ℄ INTX WARWICK AVE W/10+00 ℄NONSUCH COURTVC = 110.00 VC = 150.00
ELEV. @
PROP RD
C/L
10+50 R&L15' PRCTC13+20.00 R15' PCTC14+20.00 R15' PRCTC16+80.00 L&R15' PCTC18" STM XING749.58750.78753.30EXISTING
GRADE
EXISTING
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GRADE 752.09750.84752.09751.91752.50753.07752.74749.12750.57751.46750.11751.66752.34COMPACT FILL TO
A MINIMUM 95%
DRY DENSITY, PER
AASHTO T-99
COMPACT FILL TO
A MINIMUM 95%
DRY DENSITY, PER
AASHTO T-99
CD-2
CD-2
CD-1
CD-2
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00
755
760
765
770
750
755
760
765
770
2.00%1.99%PVI=10+13.00PVI=753.002.27%PVC=10+55.00PVC=752.16PVI=11+30.00PVI=750.67PVT=12+05.00PVT=752.37SD= 206.89K-Value= 35.2SAG= 11+25.17ELEV.= 751.46
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00
745
750
755
760
765
770
740
745
750
755
760
765
770
1.22%2.17%PVC=13+35.00PVC=749.58PVI=14+10.00PVI=748.67PVT=14+85.00PVT=750.29SD= 277.55K-Value= 44.3SAG= 13+89.03ELEV.= 749.25
1.36%PVC=15+77.00PVC=752.28PVI=16+27.00PVI=753.37PVT=16+77.00PVT=752.69SD= 238.73K-Value= 28.4CREST= 16+38.51ELEV.= 752.95
2.50%PVC=18+50.00PVC=750.34PVI=19+00.00PVI=749.67PVT=19+50.00PVT=750.92SD= 186.56K-Value= 25.9SAG= 18+85.15ELEV.= 750.11
NONSUCH COURT LANCASTER COURT8" SAN XING8" WL XING735
740
735
745
740
735
750
745
740
735 753.26'752.76'752.26'751.82'751.55'751.46'751.55'751.82'752.26'752.82'753.39'753.67'753.36'753.06'752.75'752.45'752.14'751.84'751.53'751.23'750.92'750.62'750.31'750.01'749.70'749.42'749.27'749.27'749.40'749.67'750.09'750.62'751.16'751.70'752.24'752.69'752.92'752.93'752.72'752.38'752.04'751.70'751.36'751.02'750.68'750.34'750.13'750.15'750.41'750.92'751.54'752.17'752.79'FROM STA 10+00 TO STA 12+53.45
50' R.O.W., 30' FC TO FC: POSTED SPEED 25 MPH
FROM STA 10+00 TO STA 20+48.84
50' R.O.W., 30' FC TO FC: POSTED SPEED 25 MPH
VC = 150.00
VC = 150.00 VC = 100.00 VC = 100.00
10+00 = ℄ INTX NONSUCH CT W/13+70.00 ℄WARWICK AVE12+53.45 = CENTER RADIUS PT @NONSUCH DRIVE CUL-DE-SAC10+00 = CENTER RADIUS PT @LANCASTER COURT CUL-DE-SAC20+48.84 = CENTER RADIUS PT @LANCASTER COURT CUL-DE-SAC14+55.39 = ℄ INTX LANCASTER CT W/19+85.00 ℄PENDRAGON DRIVE18+05.39 = ℄ INTX LANCASTER CT W/17-30.00 ℄WARWICK AVENUE15" STM XING15" STM XING15" STM XINGELEV. @
PROP RD
C/L
ELEV. @
PROP RD
C/L
10+50.00 R&L15' PRCTC11+91.00 R&L15' PCTC12+18.32 R&L28.12' PRCTC10+35.12 L28.12' PCTC12+62.44 L15' PRCTC10+35.13 R28.12' PCTC12+62.46 L15' PRCTC11+15.55 ℄PC12+18.16 ℄PT14+05.39 R15' PCTC15+05.39 R15' PRCTC17+55.39 R15' PCTC18+55.39 R15' PRCTC19+86.39 R&L15' PCTC20+13.71 R&L28.12' PRCTC18" STM XINGEXISTING
GRADE
PROPOSED
GRADE746.90745.30746.94747.09COMPACT FILL TO
A MINIMUM 95%
DRY DENSITY, PER
AASHTO T-99
CD-1
CD-2
CD-1
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00
745
750
755
760
765
740
745
750
755
760
765
2.00%
1.23%PVI=10+13.00PVI=747.523.00%PVC=12+50.00PVC=744.61PVI=13+05.00PVI=743.93PVT=13+60.00PVT=745.58SD= 174.54K-Value= 26.0
SAG= 12+81.95ELEV.= 744.41
BODIAM COURT
740
735
730
735
7308" SAN XING747.78'747.37'747.06'746.76'746.45'746.14'745.83'745.53'745.22'744.91'744.61'744.42'744.47'744.77'745.30'746.03'746.78'747.53'FROM STA 10+00 TO STA 14+42.11
50' R.O.W., 30' FC TO FC: POSTED SPEED 25 MPH
VC = 110.00
10+00 = ℄ INTX BODIAM CT W/16+05.00 ℄PENDRAGON CT15" STM XING30" STM XING15" STM XING14+42.11 = CENTER RADIUS PT @BODIAM COURT CUL-DE-SACELEV. @
PROP RD
C/L
10+50.00 R&L15' PRCTC13+56.26 R15' PCTC14+10.78 R35.35' PRCTC14+15.91 L35.66' PCTC151 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, WVFC SP#01-21
37ROAD PROFILESFAIRFAX DOWNS SUBDIVISIONOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G
V:
H: 1" = 50'
1" = 5'52.50510
COMPACT FILL TO
A MINIMUM 95%
DRY DENSITY, PER
AASHTO T-99
COMPACT FILL TO
A MINIMUM 95%
DRY DENSITY, PER
AASHTO T-99
3.70%3.70%PVC = 1+21.81PVC = 748.88'PVI = 1+46.81PVI = 749.80'PVT = 1+71.81PVT = 748.88'VC = 50'
CREST = 1+46.81
ELEV. = 749.34'
6.76K-Val114.81SDAD-7.40 1.77%PVC = 1+30.46PVC = 755.53'PVI = 1+55.46PVI = 755.98'PVT = 1+80.46PVT = 755.53'VC = 50'
CREST = 1+55.46
ELEV. = 755.75'
14.09K-Val212.32SD
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
745
750
755
760
765
740
745
750
755
760
765744.37745.30746.22747.15748.07748.99749.33748.76747.84746.91745.30745.06COLCHESTER CUL-DE-SAC
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00
755
760
765
770
750
755
760
765
770
1.77%
BOLINGBROKE CUL-DE-SAC
740
735 735
745
750
740 740
745745.48745.99753.05753.67753.67744.25753.22'753.66'754.10'754.55'754.99'755.44'755.74'755.62'755.19'754.74'754.30'753.85'753.41'50' R.O.W., 30' FC TO FC
POSTED SPEED 25 MPH
50' R.O.W., 30' FC TO FC
POSTED SPEED 25 MPH
ELEV. @
PROP RD
EP
ELEV. @
PROP RD
EP
0+00 = PCEP= 20+94.89 COLCHESTER CT. (EP RT)2+93.63 = PTEP= 20+94.89 COLCHESTER CT. (EP LT)0+30.59 = PRCEP2+63.04 = PRCEP0+00 = PCEP= 10+68.74 BOLINGBROKE CT. (EP RT)3+10.73 = PTEP= 10+68.74 BOLINGBROKE CT. (EP LT)0+34.85 = PRCEP2+76.09 = PRCEPCOMPACT FILL TO
A MINIMUM 95%
DRY DENSITY, PER
AASHTO T-99 PVC = 1+21.81PVC = 754.12'PVI = 1+46.81PVI = 754.42'PVT = 1+71.81PVT = 754.12'VC = 50'
CREST = 1+46.81
ELEV. = 754.27'
20.50K-Val297.48SD PVC = 1+21.81PVC = 754.58'PVI = 1+46.81PVI = 755.21'PVT = 1+71.81PVT = 754.58'VC = 50'
CREST = 1+46.81
ELEV. = 754.89'
10.00K-Val157.92SD PVC = 1+21.81PVC = 754.03'PVI = 1+46.81PVI = 754.49'PVT = 1+71.81PVT = 754.03'VC = 50'
CREST = 1+46.81
ELEV. = 754.26'
13.63K-Val206.12SD
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
750
755
760
765
745
750
755
760
765752.821.22%1.22%
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
755
760
765
770
750
755
760
765
770
2.50%2.50%
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
755
760
765
770
750
755
760
765
770
1.87%1.87%
LANCASTER COURT EAST CUL-DE-SAC LANCASTER COURT WEST CUL-DE-SAC NONSUCH COURT CUL-DE-SAC
745
740
735
740
735
745
750
740 740
745
740
745745
750
740752.88752.48752.23752.23752.27752.27751.65751.40752.63'752.93'753.24'753.54'753.85'754.15'754.27'754.08'753.77'753.47'753.16'752.86'751.54'752.16'752.79'753.41'754.04'754.66'754.89'754.50'753.88'753.25'752.63'752.00'751.80'752.25'752.71'753.17'753.63'754.08'754.26'753.97'753.51'753.05'752.14'50' R.O.W., 30' FC TO FC
POSTED SPEED 25 MPH
50' R.O.W., 30' FC TO FC
POSTED SPEED 25 MPH
50' R.O.W., 30' FC TO FC
POSTED SPEED 25 MPH
ELEV. @
PROP RD
EP
ELEV. @
PROP RD
EP
ELEV. @
PROP RD
EP
0+00 = PCEP= 21+12.54 LANCASTER CT. (EP RT)2+93.55 = PTEP= 21+12.54 LANCASTER CT. (EP LT)0+30.15 = PRCEP2+63.09 = PRCEP0+00 = PCEP= 10+63.71 LANCASTER CT. (EP RT)0+00 = PCEP= 11+89.74 NONSUCH CT. (EP RT)2+93.36 = PTEP= 10+63.71 LANCASTER CT. (EP LT)0+30.34 = PRCEP2+63.46 = PRCEP2+93.58 = PTEP= 11+89.74 NONSUCH CT. (EP RT)0+30.28 = PRCEP2+63.11 = PRCEP151 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, WVFC SP#01-21
38ROAD PROFILESFAIRFAX DOWNS SUBDIVISIONOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G
V:
H: 1" = 50'
1" = 5'52.50510
740
745
750
755
760
740
745
750
755
760
745
750
755
760
765
745
750
755
760
765℄ WARWICK DR.PROP GRADE
280' SIGHT LINE
280' SIGHT LINE
0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+002+50 2+00 1+50 1+00
WARWICK AVE AND BOLINGBROKE COURT
3+003+50 3+50
0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+002+50 2+00 1+50 1+00
NONSUCH COURT AND WARWICK AVE
3+003+50 3+50℄ NONSUCH CT.PROP GRADE
280' SIGHT LINE
280' SIGHT LINE
745
750
755
760
745
750
755
760
℄ WARWICK DR.PROP GRADE
280' SIGHT LINE280' SIGHT LINE
0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+002+50 2+00 1+50 1+00
WARWICK AVE AND LANCASTER COURT
3+003+50 3+50
745
750
755
760
745
750
755
760
℄ WARWICK DR.PROP GRADE
280' SIGHT LINE280' SIGHT LINE
0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+002+50 2+00 1+50 1+00
PENDRAGON DRIVE AND LANCASTER COURT
3+003+50 3+50
740
745
750
755
760
740
745
750
755
760
℄ BODIAM CT.PROP GRADE 280' SIGHT LINE
280' SIGHT LINE
0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+002+50 2+00 1+50 1+00
BODIAM CT. AND PENDRAGON DRIVE
3+003+50 3+50
740
745
750
755
740
745
750
755
℄ BOLINGBROKE COURTPROP GRADE
280' SIGHT LINE
280' SIGHT LINE
0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+002+50 2+00 1+50 1+00
BOLINGBROKE CT. AND PENDRAGON DRIVE
3+00 3+50
740
745
750
755
740
745
750
755
℄ COLCHESTER COURTPROP GRADE
280' SIGHT LINE
280' SIGHT LINE
0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+002+50 2+00 1+50 1+00
COLCHESTER CT. AND PENDRAGON DRIVE
3+00
-6+50 -6+00 -5+50 -5+00 -4+50 -4+00 -3+50 -3+00 -2+50 -2+00 -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
745
750
755
760
765
745
750
755
760
765
℄ SHREWSBURY WAYPROP GRADE
565' SIGHT LINE
565' SIGHT LINE
PROP GRADE
PROP GRADE EX. GRADE EX. GRADE
SHREWSBURY WAY AND FAIRFAX PIKE RTE. 277
39INTERSECTION SIGHT DISTANCE PROFILESOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G151 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, WVFC SP#01-21
V:
H: 1" = 50'
1" = 5'52.50510
CORE DRILL,
RESHAPE INVERT
AND REMOVE/CAP
LINES AS APPLICABLE
AND PER FREDERICK
WATER INSPECTOR'S
REQUIREMENTS
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GRADE
PROVIDE 62' OF CASING
ACROSS FUTURE
60' R.O.W.
TRICKLE
DITCH XING
CLEAR 1.5'PROPOSED
GRADE
EXISTING
GRADE
710
715
720
725
730
735
740
745
750
755
760
710
715
720
725
730
735
740
745
750
755
760
EXA
A1
A
B
C
D
10+00.00= MHEXAINV OUT=727.71INV IN=727.7111+88.66=MHA1INV OUT=728.31INV IN=728.51INV IN=728.5113+88.40= MHAINV OUT=729.51INV IN=729.7115+80.58=MHBINV OUT=730.66INV IN=730.8619+80.58=MHCINV OUT=732.86INV IN=733.06INV IN=733.06INV IN=733.0623+30.58=MHDINV OUT=734.81INV IN=735.01INV IN=735.01TOP=736.08TOP=742.52TOP=746.25TOP=744.12TOP=747.341+45 - 4" LAT - (48.03')LOT 6 - Inv=734.800+40 - 4" LAT - (13.50')LOT 7 - Inv=732.693+07 - 4" LAT - (18.50')LOT 1 - Inv=734.762+33 - 4" LAT - (18.80')LOT 2 - Inv=734.071+57 - 4" LAT - (18.50')LOT 3 - Inv=734.040+81 - 4" LAT - (18.42')LOT 4 - Inv=733.960+10 - 4" LAT - (51.02')LOT 5 - Inv=735.402+23 - 4" LAT - (44.21')LOT 8 - Inv=733.442+97 - 4" LAT - (44.25')LOT 9 - Inv=733.980+84 - 4" LAT - (34.35')LOT 78 - Inv=735.261+60 - 4" LAT - (40.51')LOT 79 - Inv=736.232+42 - 4" LAT - (40.51')LOT 80 - Inv=737.243+25 - 4" LAT - (40.52')LOT 81 - Inv=738.070+76 - 4" LAT - (18.48')LOT 23 - Inv=737.060+41 - 4" LAT - (41.58')LOT 82 - Inv=738.9130" STM XING36" STM XING@ COLCHESTER COURT @ WARWICK AVE 30" STM XING30" STM XING9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+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+50 23+00 23+50 24+00 24+5022+009+00
SANITARY EX A TO STR. G 8" WL XING8" WL XING200' - 8" SDR 35/26 @0.50%
192' - 8" SDR 35/26 @0.49%
400' - 8"
SDR 35/26
@0.50%
350' - 8" SDR 35/26 @0.50%
380' - 8"
SDR 35/26
@0.50%10+99.63=EX WL XING189' - 10" SDR 35/26 @0.32%
NOTE: (*) ASBUILT SURVEYEDEX. TOP=739.43RAISE TOP TO=739.75PROPOSED
GRADE
EXISTING
GRADE
PROPOSED
GRADE
EXISTING
GRADE
24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00
710
715
720
725
730
735
740
745
750
755
760
710
715
720
725
730
735
740
745
750
755
760
E F G
27+10.74=MHEINV OUT=736.91INV IN=737.11INV IN=737.1130+75.74= MHFINV OUT=738.93INV IN=739.1333+11.67=MHGINV OUT=740.31INV IN=740.31TOP=749.50TOP=750.70TOP=753.390+76 - 4" LAT - (18.48')LOT 23 - Inv=737.061+35 - 4" LAT - (44.60')LOT 83 - Inv=738.052+20 - 4" LAT - (44.59')LOT 84 - Inv=738.842+99 - 4" LAT - (44.58')LOT 85 - Inv=738.840+68 - 4" LAT - (40.39')LOT 39 - Inv=740.011+46 - 4" LAT - (40.41')LOT 40 - Inv=740.262+32 - 4" LAT - (40.44')LOT 41 - Inv=740.853+10 - 4" LAT - (40.47')LOT 42 - Inv=740.912+62 - 4" LAT - (18.56')LOT 86 - Inv=740.192+36 - 4" LAT - (52.06')LOT 49 - Inv=744.812+36 - 4" LAT - (56.12')LOT 48 - Inv=745.422+36 - 4" LAT - (63.32')LOT 47 - Inv=745.510+35 - 4" LAT - (44.49')LOT 43 - Inv=740.951+06 - 4" LAT - (44.50')LOT 44 - Inv=741.811+85 - 4" LAT - (40.51')LOT 45 - Inv=742.352+34 - 4" LAT - (67.70')LOT 46 - Inv=743.892+14 - 4" LAT - (47.61')LOT 50 - Inv=744.391+59 - 4" LAT - (18.49')LOT 51 - Inv=742.340+82 - 4" LAT - (18.49')LOT 52 - Inv=741.9515" STM XING@ WARWICK AVE @ LANCASTER COURT0+41 - 4" LAT - (41.58')LOT 82 - Inv=738.9130" STM XING23+50
SANITARY EX A TO STR. G8" WL XING8" WL XING8" WL XING380' - 8" SDR 35/26 @0.50%
365' - 8" SDR 35/26 @0.50%
236' - 8"
SDR 35/26
@0.50%
40SANITARY SEWER PROFILESOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G151 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, WVFC SP#01-21
V:
H: 1" = 50'
1" = 5'MATCH LINE SEE THIS SHEETMATCH LINE SEE THIS SHEET52.50510
PROPOSED
GRADE
EXISTING
GRADE
INSTALL CONC
CRADLE/ARCH
(SEE SHT 57)
CLEAR = 1.0'
715
720
725
730
735
740
745
750
755
760
765
715
720
725
730
735
740
745
750
755
760
765
D
O
P
10+00.00= MHDINV OUT=734.81INV IN=735.01INV IN=735.0112+91.38=MHOINV OUT=736.46INV IN=736.6614+53.16=MHPINV OUT=737.47INV IN=737.47TOP=747.34TOP=744.36TOP=748.330+86 - 4" LAT - (19.24')LOT 10 - Inv=738.251+67 - 4" LAT - (19.84')LOT 11 - Inv=738.192+46 - 4" LAT - (20.51')LOT 12 - Inv=738.282+56 - 4" LAT - (42.74')LOT 21 - Inv=737.891+77 - 4" LAT - (43.45')LOT 22 - Inv=737.510+21 - 4" LAT - (22.28')LOT 13 - Inv=738.860+93 - 4" LAT - (27.13')LOT 14 - Inv=739.511+50 - 4" LAT - (28.41')LOT 15 - Inv=739.261+50 - 4" LAT - (86.54')LOT 18 - Inv=741.391+03 - 4" LAT - (78.43')LOT 19 - Inv=739.450+31 - 4" LAT - (40.46')LOT 20 - Inv=738.381+62 - 4" LAT - (52.75')LOT 17 - Inv=741.751+62 - 4" LAT - (26.14')LOT 16 - Inv=739.3315" STM XING30" STM XING15" STM XING10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+509+50
SANITARY D TO STR. P
@ BODIAM COURT
291' - 8" SDR 35/26 @0.50%
162' - 8"
SDR 35/26
@0.50%
EXISTING
GRADE
EXISTING
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GRADE
PROPOSED
GRADE
710
715
720
725
730
735
740
745
750
755
760
710
715
720
725
730
735
740
745
750
755
760
C
Q
M N
10+00.00=MHCINV OUT=732.86INV IN=733.06INV IN=733.06INV IN=733.0613+65.00=MHQINV OUT=734.88INV IN=735.08INV IN=735.0817+34.86=MHMINV OUT=736.93INV IN=737.13INV IN=737.1320+00.79=MHNINV OUT=743.28INV IN=743.28TOP=744.12TOP=747.92TOP=752.94TOP=753.743+34 - 4" LAT - (18.42')LOT 74 - Inv=736.852+55 - 4" LAT - (18.42')LOT 75 - Inv=736.221+58 - 4" LAT - (18.56')LOT 76 - Inv=735.640+94 - 4" LAT - (18.42')LOT 77 - Inv=735.543+18 - 4" LAT - (33.50')LOT 90 - Inv=740.712+58 - 4" LAT - (33.50')LOT 91 - Inv=739.631+60 - 4" LAT - (33.50')LOT 92 - Inv=738.470+98 - 4" LAT - (33.55')LOT 93 - Inv=737.442+72 - 4" LAT - (25.50')LOT 98 - Inv=741.271+61 - 4" LAT - (44.52')LOT 54 - Inv=743.932+19 - 4" LAT - (61.94')LOT 55 - Inv=745.392+35 - 4" LAT - (50.52')LOT 59 - Inv=744.121+36 - 4" LAT - (18.49')LOT 60 - Inv=741.972+66 - 4" LAT - (44.32')LOT 96 - Inv=747.602+66 - 4" LAT - (39.45')LOT 57 - Inv=745.872+66 - 4" LAT - (56.06')LOT 56 - Inv=746.7815" STM XING18" STM XING18" STM XING24" STM XING18" STM XING9+50 10+00 10+50 11+00 11+50 12+00 12+50
720
725
730
735
740
745
750
755
760
765
770
720
725
730
735
740
745
750
755
760
765
770
M
S
10+00.00=MHMINV OUT=736.93INV IN=737.13INV IN=737.1311+61.87=MHSINV OUT=742.00INV IN=742.00TOP=752.94TOP=753.951+29 - 4" LAT - (33.50')LOT 88 - Inv=743.690+46 - 4" LAT - (33.50')LOT 89 - Inv=741.940+71 - 4" LAT - (25.50')LOT 97 - Inv=745.891+62 - 4" LAT - (54.58')LOT 87 - Inv=743.42715
720
725
730
735
740
745
750
755
760
765
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50
SANITARY C TO STR. N
@ BOLINGBROKE COURT @ WARWICK AVE @ NONSUCH COURT
SANITARY M TO STR. S
@ WARWICK AVE8" WL XING8" WL XING8" WL XING365' - 8" SDR 35/26 @0.50%
370' - 8" SDR 35/26 @0.50%
266' - 8" SDR
3
5
/
2
6
@
2
.
3
1
%
162' - 8"
SDR 35/26
@3.01%
PROPOSED
GRADE
EXISTING
GRADE
715
720
725
730
735
740
745
750
755
760
765
715
720
725
730
735
740
745
750
755
760
765
Q
R
10+00.00=MHQINV OUT=734.88INV IN=735.08INV IN=735.0814+00.00=MHRINV OUT=743.08INV IN=743.08TOP=747.92TOP=755.150+75 - 4" LAT - (44.41')LOT 62 - Inv=739.411+61 - 4" LAT - (40.45')LOT 63 - Inv=740.872+41 - 4" LAT - (40.50')LOT 64 - Inv=742.313+33 - 4" LAT - (64.75')LOT 65 - Inv=743.803+82 - 4" LAT - (79.02')LOT 66 - Inv=745.223+70 - 4" LAT - (42.21')LOT 69 - Inv=743.982+84 - 4" LAT - (16.95')LOT 70 - Inv=742.212+11 - 4" LAT - (18.42')LOT 71 - Inv=740.861+31 - 4" LAT - (18.42')LOT 72 - Inv=739.500+28 - 4" LAT - (18.62')LOT 73 - Inv=738.334+00 - 4" LAT - (33.65')LOT 94 - Inv=746.784+00 - 4" LAT - (29.28')LOT 67 - Inv=744.1618" STM XING9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00
SANITARY Q TO STR. R
@ BOLINGBROKE COURT
400' - 8"
SDR 35/26
@2.00%
41SANITARY SEWER PROFILESOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G151 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, WVFC SP#01-21
V:
H: 1" = 50'
1" = 5'52.50510
EXISTING
GRADE
EXISTING
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
720
725
730
735
740
745
750
755
760
765
770
720
725
730
735
740
745
750
755
760
765
770
C
H
I
J
J1
10+00.00=MHCINV OUT=732.86INV IN=733.06INV IN=733.06INV IN=733.0612+87.50=MHHINV OUT=734.50INV IN=734.7015+37.50=MHIINV OUT=735.95INV IN=736.1518+27.50=MHJINV OUT=739.65INV IN=739.8520+20.60=MHJ1INV OUT=745.25INV IN=745.25TOP=744.12TOP=748.60TOP=747.43TOP=752.94TOP=757.080+00 - 4" LAT - (11.00')EX HOUSE - Inv=740.2030" STM XING24" STM XING15" STM XING9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50
SANITARY C TO STR. J1
@ PENDRAGON DRIVE @ BERKELEY STREET8" WL XING8" WL XING8" WL XING288' - 8" SDR 35/26 @0.50%
250' - 8" SDR 35/26 @0.50%
290' - 8" SDR 35/26 @1
.
2
1
%
193' - 8" SD
R
3
5/
2
6
@
2.
8
0
%
PROPOSED
GRADE
EXISTING
GRADE
715
720
725
730
735
740
745
750
755
760
765
715
720
725
730
735
740
745
750
755
760
765
E
K
L
10+00.00= MHEINV OUT=736.91INV IN=737.11INV IN=737.1112+81.74=MHKINV OUT=738.52INV IN=738.7214+77.93=MHLINV OUT=739.70INV IN=739.70TOP=749.50TOP=751.48TOP=754.030+85 - 4" LAT - (19.41')LOT 24 - Inv=739.061+63 - 4" LAT - (20.10')LOT 25 - Inv=739.482+46 - 4" LAT - (20.58')LOT 26 - Inv=740.932+46 - 4" LAT - (38.45')LOT 35 - Inv=740.631+68 - 4" LAT - (38.87')LOT 36 - Inv=739.870+90 - 4" LAT - (39.57')LOT 37 - Inv=739.300+07 - 4" LAT - (40.30')LOT 38 - Inv=739.101+96 - 4" LAT - (34.23')LOT 31 - Inv=743.981+96 - 4" LAT - (36.41')LOT 30 - Inv=744.000+31 - 4" LAT - (20.36')LOT 27 - Inv=741.261+13 - 4" LAT - (21.92')LOT 28 - Inv=741.271+73 - 4" LAT - (51.44')LOT 29 - Inv=744.481+91 - 4" LAT - (61.78')LOT 32 - Inv=744.281+50 - 4" LAT - (63.91')LOT 33 - Inv=742.140+68 - 4" LAT - (38.97')LOT 34 - Inv=741.7615" STM XING15" STM XINGSANITARY E TO STR. L
@ LANCASTER COURT
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+509+50
282' - 8"
SDR 35/26
@0.50%
196' - 8"
SDR 35/26
@0.50%
42SANITARY SEWER PROFILESOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G151 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, WVFC SP#01-21
V:
H: 1" = 50'
1" = 5'52.50510
43SANITARY LATERAL COMPUTATIONSOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G151 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, WVFC SP#01-21
N/A
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
HGL
HGLEXISTING
GRADE
EXISTING
GRADE
18"
MIN.
CLEAR = 1.0'
CLEAR = 1.5'
20' CL-I
RIP-RAP
INSTALL CONC
CRADLE/ARCH
(SEE SHT 57)
CLEAR = 0.87'
INSTALL CONC
CRADLE/ARCH
(SEE SHT 57)
CLEAR = 0.93'
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50
720
725
730
735
740
745
750
755
760
765
720
725
730
735
740
745
750
755
760
7651 2 3 4 5 6 7 8 9 10 11 12 13 14 15
TOP=741.67TOP=741.78TOP=745.11TOP=745.29TOP=748.86TOP=746.79TOP=746.79STORM STR. 1 TO STR. 1510+13.63=EW-2INV OUT=732.00INV IN=735.1812+07.75=DI-4B - 4', 72" BASE13+26.89=DI-3B - 6', 60" BASE16+62.56=DI-3C - 6', 60" BASE17+02.56=DI-3C - 6', 48" BASE8" WL XING8" WL XING24+77.01=DI-3B - 4', 48" BASE25+39.66=DI-3C - 6', 48" BASETOP=753.32TOP=754.45TOP=756.12TOP=755.84TOP=753.76TOP=753.06INV IN=748.22INV IN=746.91INV IN=746.93TOP=743.4410+61.11=DI-4B - 4', 72" BASE12+85.86=DI-3BB - 4', 60" BASE15+04.29=DI-3BB - 4', 60" BASE20+41.95=DI-3BB - 4', 48" BASE21+28.63=DI-3BB - 4', 48" BASE23+28.99=DI-3BB - 4', 48" BASE23+76.82=DI-3BB - 4', 48" BASEINV OUT=732.11INV IN=733.92INV OUT=734.05INV IN=734.30INV OUT=735.06INV IN=736.04INV IN=735.54INV OUT=737.04INV IN=737.75INV OUT=737.96INV IN=738.21INV OUT=739.09INV IN=739.09INV OUT=739.88INV IN=740.38INV IN=740.63INV IN=741.13INV OUT=740.58INV IN=740.83INV IN=741.33INV OUT=743.55INV IN=743.80INV IN=744.30INV OUT=745.14INV IN=745.14INV IN=749.50INV OUT=746.16INV OUT=747.15INV IN=747.15INV OUT=747.66INV IN=747.66INV OUT=747.978" SAN XING4" SAN. LAT XING- LOT 88" SAN. XING8" SAN. XING4" SAN. LAT XING- LOT 98" WL XING8" WL XING147' - 42" ADS N-12
@0.52%
78' - 30" ADS N-12
@1.28%
41' - 30"
ADS N-12
@0.50%
177' - 30" ADS N-12 @0.50%
339' - 24" ADS N-12 @0.80%
87' - 24" ADS N-12
@1.55%
100' - 15" ADS N-12
@0.50%
63' - 15"
ADS N-12
@0.50%10+35.63=DI-4C - 6',72" BASE22'
- 48"
ADS N-12
@0.50%25'
- 42"
ADS N-12
@0.51%
158' - 30" ADS N-12 @0.50%
40' - 24"
ADS N-12
@0.51%
200' - 24" ADS N-12 @0.51%
48' - 15"
ADS N-12
@0.50%
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
HGL
HGL
HGL
EXISTING
GRADE EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
CLEAR = 1.5'
CLEAR = 1.5'
HGL
9+50 10+00 10+50 11+00 11+50
715
720
725
735
740
745
750
755
760
715
720
725
730
735
740
745
750
755
76088A
TOP=746.79TOP=744.509+50 10+00 10+50 11+00 11+50
720
725
730
735
740
745
750
755
760
765
720
725
730
735
740
745
750
755
760
76510
TOP=753.32TOP=750.009+50 10+00 10+50 11+00 11+50
725
730
735
740
745
750
755
760
765
770
725
730
735
740
745
750
755
760
765
77011
9+50 10+00 10+50 11+00 11+50 12+00 12+50
725
730
735
740
745
750
755
760
765
770
725
730
735
740
745
750
755
760
765
77012
TOP=756.12TOP=753.76TOP=752.94730
12A 12B11A11B10A
STORM STR.8 TO STR. 8A STORM STR. 10 TO STR. 10A STORM STR. 11 TO STR. 11B STORM STR. 12 TO STR. 12C10+00.00=DI-3C - 6', 60" BASEINV OUT=743.55INV IN=743.8010+00.00=DI-3BB - 4', 48" BASE10+45.77=DI-3B - 6', 48" BASETOP=754.45TOP=754.45TOP=754.0010+00.00=DI-3B - 4', 48" BASE11+13.29=DI-3B - 4', 48" BASE11+70.78=DI-3C - 6', 48" BASEBEEHIVE GRATE SEE SHEET 5510+00.00=DI-3BB - 4', 48" BASE10+55.23=MOD. LIGHT DUTY YARD DRAIN W/ BEEHIVE GRATE SEE SHEET 5510+93.00=MOD. LIGHT DUTY YARD DRAIN W/TOP=750.0912C
INV OUT=748.0912+32.78=2X4 DI-12C SHALLOWINV OUT=739.88INV IN=741.13INV IN=740.38INV IN=740.63INV OUT=742.50INV OUT=751.50INV OUT=746.18INV IN=746.93INV IN=746.93INV OUT=747.49INV IN=747.49INV OUT=747.78INV IN=747.78INV IN=744.3010+91.46=LIGHT DUTY YARD DRAIN W/BEEHIVE GRATE SEE SHEET 55INV OUT=747.50INV OUT=745.14INV IN=749.50INV IN=745.14INV OUT=750.43INV IN=750.63INV IN=750.688" WL XING8" WL XING8" WL XING55' - 15" ADS N-12
@2.48%
57' - 15"
ADS N-12
@0.50%
91' - 15"
A
D
S
N-
1
2
@3.50%
46' - 15"
ADS N-12
@2.03%
47' - 15"
ADS N-12
@1.84%
113' - 15" ADS N-12 @0.50%
62' - 15" ADS N-12
@0.50%
PROPOSED
GRADE
PROPOSED
GRADEHGLHGLEXISTING
GRADE
EXISTING
GRADE
9+50 10+00 10+50 11+00 11+50
715
720
725
730
735
740
745
750
755
760
715
720
725
730
735
740
745
750
755
76020
TOP=743.78TOP=744.15715
720
725
730
735
740
745
750
755
760
9+50 10+00 10+50 11+00 11+50
715
720
725
730
735
740
745
750
755
760
715
720
725
730
735
740
745
750
755
76021
TOP=743.78TOP=744.1521A20A
STORM STR. 20 TO STR. 20A STORM STR. 21 TO STR. 21A10+54.65=DI-3B - 4', 48" BASEINV OUT=736.02INV IN=736.0210+54.65=DI-3B - 8', 48" BASE4" SAN LAT XING - LOT 7810+00.00=DI-4CC - 6', 60" BASE10+00.00=DI-4C - 6', 60" BASEINV OUT=735.85INV IN=737.60INV IN=735.85INV IN=737.77INV OUT=740.34INV OUT=740.3455' - 15" ADS N-12 @5.02%55' - 15" ADS N-12 @4.71%
44STORM SEWER PROFILESOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G151 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, WVFC SP#01-21
V:
H: 1" = 50'
1" = 5'52.50510
PROPOSED
GRADE
PROPOSED
GRADE
HGL
HGL
EXISTING
GRADE
EXISTING
GRADE
18"
MIN.
CLEAR = 1.5'
CLEAR = 1.5'
CLEAR = 1.5'
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50
720
725
730
735
740
745
750
755
760
765
720
725
730
735
740
745
750
755
760
765420 21 22 23 24 25 26 27 28 29 30 31
TOP=743.78TOP=743.78TOP=743.46TOP=744.72TOP=747.01TOP=747.21TOP=748.73TOP=749.06TOP=748.50TOP=753.75TOP=756.20TOP=756.5023+00
STORM STR. 4 TO STR. 3110+00.00=DI-3B - 4', 60" BASE15+51.85=DI-3B - 6', 60" BASE15+89.06=DI-3B - 6', 48" BASEINV OUT=754.508" WL XING8" WL XING8" WL XING8" WL XING8" WL XING8" SAN XING4" SAN LAT XING - LOT 934" SAN LAT XING - LOT 928" SAN XINGTOP=743.4410+62.47=DI-4CC - 6', 60" BASE10+96.47=DI-4C - 6', 60" BASE11+69.00=DI-4C - 6', 60" BASE12+62.35=DI-4B - 4', 60" BASE13+91.81=DI-4BB - 4', 60" BASE14+54.75=DI-4C - 6', 60" BASEBEEHIVE GRATE SEE SHEET 5517+11.32=LIGHT DUTY YARD DRAIN W/BEEHIVE GRATE SEE SHEET 5520+05.03=LIGHT DUTY YARD DRAIN W/BEEHIVE GRATE SEE SHEET 5521+35.50=LIGHT DUTY YARD DRAIN W/BEEHIVE GRATE SEE SHEET 5522+62.17=LIGHT DUTY YARD DRAIN W/INV OUT=735.06INV IN=735.54INV IN=736.04INV OUT=735.85INV IN=735.85INV IN=737.60INV OUT=736.02INV IN=736.02INV IN=737.77INV OUT=736.38INV IN=736.38INV IN=738.13INV OUT=736.85INV IN=736.85INV IN=738.35INV OUT=737.50INV IN=737.75INV OUT=739.77INV IN=740.27INV IN=741.27INV OUT=740.76INV IN=741.26INV OUT=743.94INV IN=744.19INV OUT=745.20INV IN=745.45INV OUT=750.75INV IN=751.00INV OUT=753.25INV IN=753.50INV IN=741.7618+46.54=LIGHT DUTY YARD DRAIN W/INV OUT=748.03INV IN=748.0328A
BEEHIVE GRATE SEE SHEET 5562' - 36"
ADS N-12
@0.50%
34' - 36"
ADS N-12
@0.50%
73' - 36"
ADS N-12
@0.50%
93' - 36" ADS N-12
@0.50%
129' - 36" ADS N-12 @0.50%
63' - 36"
ADS N-12
@3.22%
97' - 30" ADS N-12
@0.50%
37'- 18"
ADS N-12
@5.86%
122' - 18" ADS N-12 @0.83%
127' - 15" ADS N-12 @0.79
%
135' - 15" ADS
N
-
1
2
@
1
.
9
0
%
158' - 15" ADS N
-
1
2
@
1
.
7
2
%
130' - 15" ADS N
-
1
2
@
1
.
7
2
%
PROPOSED
GRADE
PROPOSED
GRADE
HGL
EXISTING
GRADE
EXISTING
GRADE
CLEAR = 1.5'
CLEAR = 1.5'
HGL
720
725
730
735
740
745
750
755
720
725
730
735
740
745
750
755
720
725
730
735
740
745
750
755TOP=744.72TOP=742.00720
725
730
735
740
745
750
755
720
725
730
735
740
745
750
755TOP=747.21TOP=747.21TOP=748.93TOP=748.98725
730
735
740
745
750
755
760
10+34.00=DI-3C - 6', 48" BASE10+94.50=DI-3B - 10', 48" BASE11+28.56=DI-3B -10', 48" BASE8" WL XING8" WL XING8" WL XING8" SAN XING8" SAN XING10+00.00=DI-4B - 4', 60" BASE10+00.00=DI-4C - 6', 60" BASEBEEHIVE GRATE SEE SHEET 5510+23.65=LIGHT DUTY YARD DRIN W/INV OUT=736.85INV OUT=739.77INV OUT=741.65INV OUT=743.20INV OUT=743.8034' - 18"
ADS N-12
@1.11%
60' - 18"
ADS N-12
@2.15%
34' - 18"
ADS N-12
@1.03%
24'- 18"
ADS N-12
@4.86%
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GRADE
EXISTING
GRADEHGL
HGL
715
720
725
730
735
740
745
750
755
760
9+50 10+00 10+50 11+00
715
720
725
730
735
740
745
750
755
760
715
720
725
730
735
740
745
750
755
76088B
10+00.00=DI-3C - 6', 60" BASE10+56.10=DI-3B - 6', 48" BASETOP=746.79TOP=747.059+50 10+00 10+50 11+00
720
725
730
735
740
745
750
755
760
765
720
725
730
735
740
745
750
755
760
7659 9A
10+00.00=DI-3C - 6', 48" BASE10+20.00=DI-3B - 4', 48" BASETOP=746.79TOP=746.87STORM STR. 8 TO STR. 8B STORM STR. 9 TO STR. 9AINV OUT=740.58INV IN=741.33INV IN=740.83INV OUT=739.88INV IN=740.63INV IN=740.38INV IN=741.13INV OUT=740.91INV OUT=742.8156' - 15"
ADS N-12
@0.50%
20' - 15"
ADS N-12
@7.40%
45STORM SEWER PROFILESOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G151 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, WVFC SP#01-21
V:
H: 1" = 50'
1" = 5'52.50510
PROPOSED
GRADE
PROPOSED
GRADE
HGL
HGL
EXISTING
GRADE
EXISTING
GRADE
CLEAR = 1.5'
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00
720
725
730
735
740
745
750
755
760
765
720
725
730
735
740
745
750
755
760
765263233 34 35
TOP=748.73TOP=752.22TOP=751.58TOP=751.58TOP=751.549+50 10+00 10+50 11+00
725
730
735
740
745
750
755
760
765
770
725
730
735
740
745
750
755
760
765
7703333A
TOP=751.58TOP=751.54STORM STR. 26 TO STR. 35 STORM STR. 33 TO STR. 33A10+00.00=DI-3B - 6', 48" BASE11+56.43=DI-3B - 6', 48" BASE12+85.87=DI-3C - 6', 48" BASE13+19.87=DI-3C - 6', 48" BASE13+42.41=DI-3B - 8', 48" BASE10+00.00=DI-3C - 6', 48" BASE10+22.54=DI-3B - 6', 48" BASE8" SAN XING4" SAN LAT XING - LOT 918" WL XING8" SAN XING4" SAN LAT XING - LOT 61INV OUT=740.76INV IN=741.26INV OUT=744.50INV IN=744.75INV OUT=745.40INV IN=745.90INV IN=746.15INV OUT=746.07INV IN=746.32INV OUT=746.43INV OUT=745.40INV IN=746.15INV IN=745.90INV OUT=747.57INV IN=741.764" SAN LAT XING - LOT 90156' - 24" ADS
N
-
1
2
@
2
.
0
7
%
129' - 24" ADS N-12 @0.50%
34'
- 18"
ADS N-12
@0.50%
23'
- 18"
ADS N-12
@0.50%
23' - 15"
ADS N-12
@6.31%
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
HGL
HGL
HGL
EXISTING
GRADE EXISTING
GRADE
CLEAR = 1.5'
INSTALL CONC
CRADLE/ARCH
(SEE SHT 57)
CLEAR = 1.0'
INSTALL CONC
CRADLE/ARCH
(SEE SHT 57)
CLEAR = 0.68'
CLEAR = 1.5'
CLEAR = 1.5'
15' CL-I
RIP-RAP
INSTALL CONC
CRADLE/ARCH
(SEE SHT 57)
CLEAR = 1.45'
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00
715
720
725
730
735
740
745
750
755
760
715
720
725
730
735
740
745
750
755
760505152 53 54 55 56 57 58 59 60 61 62 63
64 65 66 67
TOP=732.00TOP=742.02TOP=744.48TOP=744.48TOP=745.15TOP=746.55TOP=748.48TOP=748.51TOP=750.17TOP=750.85TOP=752.77TOP=751.73TOP=751.46TOP=751.46TOP=749.00TOP=750.18TOP=750.18TOP=750.96STORM STR. 50 TO STR. 6710+00.00=ES-1INV OUT=732.0010+40.77=MH-1, 60" BASE12+03.28=DI-3C - 6', 60" BASE12+37.28=DI-3C - 6', 72" BASE13+08.71=DI-3B - 4', 60" BASE14+22.22=DI-3B - 4', 60" BASE21+64.04=DI-3B - 4'21+98.04=DI-3B - 6', 48" BASE22+74.65=DI-3C - 6', 48" BASE23+08.65=DI-3C - 6', 48" BASE23+72.71=DI-3B - 8', 48" BASE8" SAN XING4" SAN LAT XING - LOT 214" SAN LAT XING - LOT 224" SAN LAT XING - LOT 834" SAN LAT XING - LOT 844" SAN LAT XING - LOT 854" SAN LAT XING - LOT 864" SAN LAT XING - LOT 448" SAN XING8" SAN XING8" WL XING8" WL XING8" WL XING15+10.66=DI-3BB - 4', 60" BASE15+44.71=DI-3BB - 6', 72" BASE18+19.03=DI-3BB - 4', 60" BASE18+68.49=DI-3BB - 4', 60" BASE19+61.91=DI-3BB - 6', 60" BASE21+14.67=DI-3BB - 4', 48" BASEBEEHIVE GRATE SEE SHEET 5522+23.89=LIGHT DUTY YARD DRAIN W/INV OUT=732.20INV IN=732.70INV OUT=737.75INV IN=738.00INV OUT=738.40INV IN=738.40INV IN=739.65INV IN=739.65INV OUT=738.76INV IN=738.76INV IN=740.01INV OUT=739.32INV IN=739.32INV OUT=739.77INV IN=739.77INV OUT=739.94INV IN=739.94INV OUT=741.31INV IN=741.31INV OUT=741.56INV IN=741.81INV OUT=742.27INV IN=742.77INV IN=743.52INV OUT=743.52INV IN=743.77INV OUT=744.03INV IN=744.03INV IN=744.78INV OUT=744.20INV IN=744.20INV OUT=744.33INV IN=744.33INV OUT=744.58INV IN=745.33INV IN=745.33INV OUT=745.50INV IN=745.75INV IN=745.75INV OUT=746.0741' - 36"
ADS N-12
@0.50%
163' - 30"
A
D
S
N-
1
2
@
3.
1
1
%
34'- 30"
ADS N-12
@1.18%
71' - 30"
ADS N-12
@0.50%
88' - 30" ADS N-12
@0.50%
34' - 30"
ADS N-12
@0.50%
274' - 30" ADS N-12 @0.50%
49' - 30"
ADS N-12
@0.50%
93' - 30" ADS N-12
@0.50%
34'
- 24"
ADS N-12
@0.50%
26'
- 24"
ADS N-12
@0.50%
34' - 15"
ADS N-12
@0.50%
64' - 15"
ADS N-12
@0.50%
114' - 30"
ADS N-12
@0.50%
153' - 24" ADS N-12 @0.49%
49' - 24"
ADS N-12
@0.53%
51' - 24"
ADS N-12
@0.49%
PROPOSED
GRADE
PROPOSED
GRADE PROPOSED
GRADE
HGL HGLEXISTING
GRADE
EXISTING
GRADE
18"
MIN.
9+00 9+50 10+00 10+50 11+00 11+50 12+00
715
720
725
730
735
740
745
750
755
760
715
720
725
730
735
740
745
750
755
76053
TOP=744.48TOP=745.30TOP=745.669+50 10+00 10+50 11+00 11+50 12+00
715
720
725
730
735
740
745
750
755
760
715
720
725
730
735
740
745
750
755
76053
TOP=744.48TOP=743.8053A 53B 53C
STORM STR. 53 TO STR. 53B STORM STR. 53 TO STR. 53C10+00.00=DI-3C - 6', 72" BASE10+63.43=DI-3B -10', 48" BASE11+00.16=DI-3B - 8', 48" BASE10+00.00=DI-3C - 6', 72" BASE4" SAN LAT XING - LOT 208" SAN XING8" WL XINGBEEHIVE GRATE SEE SHEET 5511+56.56=LIGHT DUTY YARD DRAIN W/INV OUT=738.40INV IN=739.65INV IN=738.40INV IN=739.65INV OUT=739.99INV IN=740.24INV OUT=740.42INV IN=740.42INV OUT=738.40INV IN=739.65INV IN=738.40INV IN=739.65INV OUT=741.38INV IN=741.3863' - 15"
ADS N-12
@0.53%
37' - 15"
ADS N-12
@0.49%
157' - 15" ADS N-12 @1.1
1
%
46STORM SEWER PROFILESOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G151 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, WVFC SP#01-21
V:
H: 1" = 50'
1" = 5'52.50510
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
HGL HGL
HGL
EXISTING
GRADE
EXISTING
GRADEEXISTING
GRADE
CLEAR = 1.5'
20' CL-I
RIP-RAP
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00
720
725
730
735
740
745
750
755
760
765
720
725
730
735
740
745
750
755
760
76570717273
TOP=742.00TOP=749.33TOP=750.87TOP=750.979+50 10+00 10+50
720
725
730
735
740
745
750
755
760
765
720
725
730
735
740
745
750
755
760
76571
TOP=749.33TOP=749.399+50 10+00 10+50 11+00 11+50
720
725
730
735
740
745
750
755
760
765
720
725
730
735
740
745
750
755
760
76571 74 75
TOP=749.33TOP=749.33TOP=749.6971A
STORM STR. 70 TO STR. 73 STORM STR. 71 TO STR. 71A STORM STR. 71 TO STR. 7510+00.00=ES-111+58.00=DI-3C - 6', 48" BASE13+15.77=DI-3B - 8', 48" BASE13+50.80=DI-3B - 8', 48" BASE10+00.00=DI-3C - 6', 48" BASE10+19.40=DI-3B - 4', 48" BASE10+00.00=DI-3C - 6', 48" BASEINV OUT=742.7910+34.00=DI-3C - 6', 48" BASE10+94.88=DI-3B - 4', 48" BASE4" SAN LAT XING - LOT 374" SAN LAT XING - LOT 364" SAN LAT XING - LOT 248" SAN XING8" SAN XING8" WL XINGINV OUT=742.79INV IN=743.54INV IN=743.54INV IN=743.29INV OUT=742.00INV OUT=742.79INV IN=743.29INV IN=743.54INV IN=743.54INV OUT=745.08INV IN=745.33INV OUT=745.51INV IN=745.51INV OUT=745.42INV IN=743.54INV IN=743.29INV IN=743.54INV OUT=745.11INV IN=745.36INV OUT=745.72158' - 24" ADS N-12 @0.50%
158' - 18" ADS N-12 @1
.
1
3
%
35'
- 15"
ADS N-12
@0.50%
19' - 15"
ADS N-12
@9.69%
34' - 15"
ADS N-12
@4.62%
61' - 15"
ADS N-12
@0.59%
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
HGL HGL
HGL
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
CLEAR = 1.5'
HGL
9+50 10+00 10+50 11+00
715
720
725
730
735
740
745
750
755
760
715
720
725
730
735
740
745
750
755
76054
TOP=745.15TOP=745.149+50 10+00 10+50 11+00 11+50
720
725
730
735
740
745
750
755
760
765
720
725
730
735
740
745
750
755
760
76560
TOP=752.77TOP=748.009+50 10+00 10+50 11+00 11+50
720
725
730
735
740
745
750
755
760
765
720
725
730
735
740
745
750
755
760
76565
TOP=750.18TOP=750.619+50 10+00 10+50 11+00 11+50 12+00
725
730
735
740
745
750
755
760
765
770
725
730
735
740
745
750
755
760
765
77066
TOP=750.18TOP=751.1154A 60A 65A 66A
STORM STR. 54 TO STR. 54A STORM STR. 60 TO STR. 60A STORM STR. 65 TO STR. 65A STORM STR. 66 TO STR. 66A10+00.00=DI-3B - 4', 60" BASE10+34.01=DI-3B - 6', 48" BASE10+00.00=DI-3C - 6', 48" BASE10+48.00=DI-3B -10', 48" BASE10+00.00=DI-3C - 6', 48" BASE10+85.57=DI-3B - 6', 48" BASE4" SAN LAT XING - LOT 524" SAN LAT XING - LOT 438" SAN XING8" WL XING10+00.00=DI-3BB - 6', 60" BASEBEEHIVE GRATE SEE SHEET 5510+54.18=LIGHT DUTY YARD DRAIN W/INV OUT=738.76INV IN=740.01INV IN=738.76INV OUT=742.27INV IN=743.52INV IN=742.77INV OUT=746.00INV OUT=744.58INV IN=745.33INV IN=745.33INV OUT=745.50INV IN=745.75INV IN=745.75INV OUT=746.18INV OUT=741.17INV OUT=746.6454' - 15" ADS N-12 @4.57%
86' - 15"
ADS N-12
@0.50%
48' - 15"
ADS N-12
@2.73%
34' - 15" ADS N-1
2
@3.42%54' - 15" ADS N-12 @4.57%
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GRADE
EXISTING
GRADE
HGL HGL
9+50 10+00 10+50
715
720
725
730
735
740
745
750
755
760
715
720
725
730
735
740
745
750
755
76040
10+00.00=DI-3C - 6', 72" BASE10+50.93=DI-3B - 8', 48" BASETOP=741.67TOP=742.139+50 10+00 10+50
715
720
725
730
735
740
745
750
755
760
715
720
725
730
735
740
745
750
755
76040
10+00.00=DI-3C - 6', 72" BASE10+25.47=DI-3B - 6', 48" BASETOP=741.67TOP=741.7840A 40B
4" SAN LAT XING - LOT 3STORM STR. 40 TO STR. 40A STORM STR. 40 TO STR. 40BINV OUT=735.35INV IN=736.60INV IN=735.60INV IN=736.60INV OUT=736.73INV OUT=735.35INV IN=736.60INV IN=735.60INV IN=736.60INV OUT=738.1751' - 15"
ADS N-12
@3.08%
25' - 15"
ADS N-12
@0.50%
PROPOSED
GRADE
EXISTING
GRADE
HGL
9+50 10+00 10+50 11+00 11+50
725
730
735
740
745
750
755
760
765
770
725
730
735
740
745
750
755
760
765
77015
10+00.00=DI-3C - 6', 48" BASE11+15.29=DI-12 - 4' - TYPE II, 48" BASETOP=753.06TOP=752.0015A
STORM STR. 15 TO STR. 15AINV OUT=747.97INV IN=748.22INV OUT=748.80115' - 15" ADS N-12 @0.50%
PROPOSED
GRADE EXISTING
GRADE
HGL
9+50 10+00 10+50 11+00
720
725
730
735
740
745
750
755
760
765
720
725
730
735
740
745
750
755
760
7656268
TOP=751.46TOP=752.7110+00.00=DI-3B - 4'10+70.20=DI-3B - 4'STORM STR. 62 TO STR. 68INV OUT=744.03INV IN=744.03INV IN=744.78INV OUT=748.7470' - 15"
ADS N-12
@5.64%
47STORM SEWER PROFILESOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G151 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, WVFC SP#01-21
V:
H: 1" = 50'
1" = 5'52.50510
PROPOSED
GRADE
EXISTING
GRADE
HGL
-0+50 0+00 0+50 1+00
715
720
725
730
735
740
745
750
755
715
720
725
730
735
740
745
750
755
90 91 92
STORM STR. 90 TO STR. 9213' -15"ADS N-12 @ 4.80
%32' -15"RCP
@ 5.47
%0+00.00 = BaseINV OUT = 730.20INV IN = 731.95INV IN = 730.200+13.49 = DI 3B -4'INV OUT = 732.60INV IN = 732.850+45.50 = DI 3B -4'INV OUT = 734.60TOP=739.58TOP=738.68TOP=738.68PROPOSED
GRADEEXISTING
GRADE
HGL
CLEAR = 1.5'
-0+50 0+00 0+50 1+00
720
725
730
735
740
745
750
755
720
725
730
735
740
745
750
755
93 94 95
STORM STR. 93 TO STR. 958" WL XING45' - 15"
RCP
@ 4.28%0+00.00 = MH1INV OUT = 733.24INV IN = 733.99INV IN = 733.24INV IN = 733.440+12.93 = DI 2B - 6'INV OUT = 734.64INV IN = 734.840+58.36 = DI 2B -6'INV OUT = 736.78DI-2B - 6'13'
- 15"
ADS N-12
@5.00%TOP=740.23TOP=740.71TOP=740.85PROP
GRADEEXISTING
GRADE
HGL
-0+50 0+00 0+50 1+00 1+50
715
720
725
730
735
740
745
750
715
720
725
730
735
740
745
750
93 96 97 98
STORM STR. 93 TO STR. 980+00.00 = MH10+19.42 = DI-10+59.71 = DI 3B -6' (SAG)19'
- 24"
ADS N-12
@1.60%
40' - 15"
ADS N-12
@0.50%
40' - 15"
RCP
@0.50%INV OUT=733.24INV IN=733.44INV IN=733.24INV IN=733.99INV OUT=733.75INV IN=733.95INV OUT=734.15INV IN=734.350+99.71=DI-3B - 6' (SAG)INV OUT=734.55TOP=740.23TOP=738.50TOP=738.64TOP=738.64PROPOSED
GRADEEXISTING
GRADE
-0+50 0+00 0+50 1+00 1+50 2+00 2+50
715
720
725
730
735
740
745
750
755
715
720
725
730
735
740
745
750
755
90 EX 12 93 EX 14
STORM STR. 90 TO STR. EX 14
EX 36' - 36"
RCP
@ 1.24%
EX 115' - 24" R
C
P
@
1
.
9
9
%
EX 62' - 24"
Concrete
@ 1.99%0+00.00 = PROP. MH1INV OUT = 730.20INV IN = 730.20INV IN = 731.950+36.25 = EX MH1INV OUT = 730.65INV IN = 730.94INV IN = 730.831+51.63 = PROP. MH1INV OUT = 733.24INV IN = 733.24INV IN = 733.44INV IN = 733.992+13.87 = EX DI 1INV OUT = 734.48TOP=739.58TOP=739.31TOP=740.23TOP=739.64HGL
PROPOSED
GRADE
EXISTING
GRADE
-1+00 -0+50 0+00 0+50 1+00 1+50
730
735
740
745
750
755
760
765
770
775
730
735
740
745
750
755
760
765
770
775
11A
11C
0+00.00=DI-3B - 6'INV OUT=750.43INV IN=750.68INV IN=750.630+84.84=DI-3B - 6'INV OUT=752.25TOP=754.45TOP=757.23STORM STR. 11A TO STR. 11C8" SAN XING85' - 15" ADS N
-
1
2
@1.85%
PROPOSED
GRADE
EXISTING
GRADE
HGL
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00
710
715
720
725
730
735
740
745
750
755
710
715
720
725
730
735
740
745
750
755
2 40
41
42
43 44
45
INV OUT=732.11INV IN=735.18INV IN=733.92INV OUT=735.35INV IN=735.60INV IN=736.60INV IN=736.60INV OUT=735.82INV IN=736.072+06.81=DI-1INV OUT=736.71INV IN=736.962+57.13=DI-3C - 6'INV OUT=737.21INV IN=737.462+97.13=DI-3C - 6'INV OUT=737.66INV IN=737.913+29.98= ES-1INV OUT=738.08TOP=741.67TOP=741.67TOP=743.77TOP=742.65TOP=746.75TOP=746.75TOP=741.588" SAN XING10+00.00=DI-4CC - 6', 72" BASE10+34.00=DI-3C - 6', 72" BASE10+78.60=MH-1, 60" BASESTORM STR. 2 TO STR. 45 8" WL XING34'
- 30"
ADS N-12
@0.49%
45' - 24"
ADS N-12
@0.50%
128' - 24" ADS N-12 @0.50%
50' - 24"
ADS N-12
@0.50%
40'
- 24"
ADS N-12
@0.50%
33'
- 24"
ADS N-12
@0.50%
47ASTORM SEWER PROFILESOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G151 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, WVFC SP#01-21
V:
H: 1" = 50'
1" = 5'SCALE: 1" = 5'52.50510
N/A151 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, WVFC SP#01-21STORM SEWER COMPUTATIONSOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA48
11-20-2019
TNA
19-02
62
4429G
49151 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, WVFC SP#01-21STORM SEWER COMPUTATIONSOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VAN/A
11-20-2019
TNA
19-02
62
4429G
PROP. GRADE
@ OLR X-SEC.
EX. GRADE @
OLR X-SEC.
OVERLAND
RELIEF 100 YR
WSE=751.72
PROP. GRADE
@ OLR X-SEC.
EX. GRADE @
OLR X-SEC.
OVERLAND
RELIEF 100 YR
WSE=748.75
PROP. GRADE
@ OLR X-SEC.
EX. GRADE @
OLR X-SEC.
OVERLAND
RELIEF 100 YR
WSE=754.95
PROP. GRADE
@ OLR X-SEC.
EX. GRADE @
OLR X-SEC.
OVERLAND
RELIEF 100 YR
WSE=750.18
PROP. GRADE
@ OLR X-SEC.EX. GRADE @
OLR X-SEC.
OVERLAND
RELIEF 100 YR
WSE=744.78
PROP. GRADE
@ OLR X-SEC.
EX. GRADE @
OLR X-SEC.OVERLAND
RELIEF 100 YR
WSE=756.74
PROP. GRADE
@ OLR X-SEC.
EX. GRADE @
OLR X-SEC.
OVERLAND
RELIEF 100 YR
WSE=757.61
PROP. GRADE
@ OLR X-SEC.
EX. GRADE @
OLR X-SEC.
OVERLAND
RELIEF 100 YR
WSE=747.25
PROP. GRADE
@ OLR X-SEC.
EX. GRADE @
OLR X-SEC.
OVERLAND
RELIEF 100 YR
WSE=742.66
PROP. GRADE
@ OLR X-SEC.
EX. GRADE @
OLR X-SEC.
OVERLAND
RELIEF 100 YR
WSE=747.35
OVERLAND
RELIEF 100 YR
WSE=747.25
0 10 20 30
OLR CROSS SECTION "E"
730730
740740
750750
760760
40 50 0 10 20 30
OLR CROSS SECTION "F"
730
740
750
760
40 50
730
740
750
760
60 70 80 90 100 110 120
0 10 20 30
OLR CROSS SECTION "H"
730730
740740
750750
760760
40 50 0 10 20 30
OLR CROSS SECTION "I"
730
740
750
40 50
730
740
750
60 70 80
720 720
20 30
OLR CROSS SECTION "J"
730
740
750
760
40 50
730
740
750
760
60 70 80 90 100 110 120 130
0 10 20 30
OLR CROSS SECTION "L"
740
750
40 50
740
750
60
760
770
760
770
0 10 20 30
OLR CROSS SECTION "M"
740
750
40 50
740
750
60
760
770
760
770
OLR CROSS SECTION "N"
140 150
0 10 20 30
OLR CROSS SECTION "K"
730
740
750
760
40 50
730
740
750
760
60 70 80 90 100 110 120 130 140 150 160 170 180
0 10 20 30
OLR CROSS SECTION "G"
730
740
750
40 50
730
740
750
60 70 80 90
720 720
0 10 20 30
730
740
750
760
40 50
730
740
750
760
60 70 80 90 100 110 120
100 YR
Q=2.48 CFS
DEPTH =0.21'
100 YR
Q=0.40 CFS
DEPTH =0.14'
100 YR
Q=6.08 CFS
DEPTH =0.45'
100 YR
Q=11.88 CFS
DEPTH =0.38'
100 YR
Q=5.71 CFS
DEPTH =0.57'
100 YR
Q=10.20 CFS
DEPTH =0.35'
100 YR
Q=11.95 CFS
DEPTH =0.18'
100 YR
Q=140.17 CFS
DEPTH =0.78'
100 YR
Q=20.59 CFS
DEPTH =0.55'
100 YR
Q=21.60 CFS
DEPTH =0.75'
50OVERLAND RELIEF CROSS SECTIONSOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G151 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, WVFC SP#01-21
V:
H: 1" =50'
1" = 10'
NOTES:
1. HYDROCAD STORMWATER MODELING SOFTWARE WAS USED TO MODEL
WEIR FLOW AT OVERLAND RELIEF BREAK POINTS AT SUMP LOCATIONS.
2. THE 100 YEAR PEAK FLOW IS THE CUMULATIVE DRAINAGE AREA FROM
ALL UPSTREAM INLETS THAT ARE ALONG THE OVERLAND RELIEF PATH.
IT IS ASSUMED THAT ALL INLETS ARE CLOGGED (NO STORM SEWER).
THE ANALYSIS CONCLUDED WHEN THE OVERLAND RELIEF PATH EXITED
THE SITE OR REACHED A SWM FACILITY.
3. SEE GRADING PLAN SHEETS 22-29 FOR PLAN VIEW OF OVERLAND RELIEF
CROSS SECTIONS.SCALE: 1" = 10'10501020
PROP. GRADE
@ OLR X-SEC.
EX. GRADE @
OLR X-SEC.
OVERLAND
RELIEF 100 YR
WSE=752.25
PROP. GRADE
@ OLR X-SEC.
EX. GRADE @
OLR X-SEC.
OVERLAND
RELIEF 100 YR
WSE=747.18
PROP. GRADE
@ OLR X-SEC.
EX. GRADE @
OLR X-SEC.
OVERLAND
RELIEF 100 YR
WSE=750.5
PROP. GRADE
@ OLR X-SEC.
EX. GRADE @
OLR X-SEC.
OVERLAND
RELIEF 100 YR
WSE=751.57
PROP. GRADE
@ OLR X-SEC.
EX. GRADE @
OLR X-SEC.
OVERLAND
RELIEF 100 YR
WSE=750.53
OVERLAND
RELIEF 100 YR
WSE=750.53
OVERLAND
RELIEF 100 YR
WSE=750.53
0 10 20 30
OLR CROSS SECTION "O"
740
750
760
40 50
740
750
760
60 70 80 90 100 110
770 770
0-10 10 20 30
OLR CROSS SECTION "P"
730730
740740
750750
760760
40 50
0 10 20 30
OLR CROSS SECTION "Q"
730
740
750
760
40 50
730
740
750
760
60 70 80 90 100 110 120 130 140 150
0 10 20 30
OLR CROSS SECTION "R"
730
740
750
760
40 50
730
740
750
760
60 70 80 90
0 10 20 30
OLR CROSS SECTION "S"
730
740
750
760
40 50
730
740
750
760
60 70 80 90 100 110 120 130 140 150 160 170 180 190
160 170 180 190
200 210 220 230 240 250 260 270
100 YR
Q=3.69 CFS
DEPTH =0.25'
100 YR
Q=8.16 CFS
DEPTH =0.78'
100 YR
Q=3.93 CFS
DEPTH =0.13'
100 YR
Q=18.88 CFS
DEPTH =0.57'
100 YR
Q=14.97 CFS
DEPTH =0.43'
51OVERLAND RELIEF CROSS SECTIONSOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G151 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, WVFC SP#01-21
V:
H: 1" =50'
1" = 10'
NOTES:
1. HYDROCAD STORMWATER MODELING SOFTWARE WAS USED TO MODEL
WEIR FLOW AT OVERLAND RELIEF BREAK POINTS AT SUMP LOCATIONS.
2. THE 100 YEAR PEAK FLOW IS THE CUMULATIVE DRAINAGE AREA FROM
ALL UPSTREAM INLETS THAT ARE ALONG THE OVERLAND RELIEF PATH.
IT IS ASSUMED THAT ALL INLETS ARE CLOGGED (NO STORM SEWER).
THE ANALYSIS CONCLUDED WHEN THE OVERLAND RELIEF PATH EXITED
THE SITE OR REACHED A SWM FACILITY.
3. SEE GRADING PLAN SHEETS 22-29 FOR PLAN VIEW OF OVERLAND RELIEF
CROSS SECTIONS.SCALE: 1" = 10'10501020
EXISTING
GRADE
PROPOSED
GRADE
CLEAR = 1.5'18"
MIN.
18"
MIN.
18"
MIN.
18"
MIN.
RELOCATE
UGT
18"
MIN.
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00
720
725
730
735
740
745
750
755
760
765
720
725
730
735
740
745
750
755
760
765
8" SAN XING20+50 21+00 21+508" SAN XING22+00 22+50 23+00 23+50 24+00 24+50
WATERLINE "A" ALONG BODIAM COURT10+00= 13+76.26 8" W/L "B", 8"x8" TEE, 3-8" G.V.PENDRAGON DR13+91.43=8"X6" TEE, 1-6" G.V.F.H. ASSEMBLY15+48.39 AIR RELEASE/VACUUM VALVE15+90.33= 22.5° BEND16+23.74= 22.5° BEND16+57.50= 22.5° BEND4.0'
MIN.30" STM XING4" SAN LAT XING -LOT 2215" STM XING4" SAN LAT XING -LOT 204" SAN LAT XING - LOT 194" SAN LAT XING - LOT 184" SAN LAT XING - LOT 1716+72.24= 12"X8" REDUCER21+20.18= 12"x8" TEE, 2-8" G.V., 1-8" G.V.20+14.44= 45° BEND21+10.60= 45° BEND42" STM XING23+19.03= 45° BEND23+40.24= 45° BEND24+63.76= 22.5° BENDTIE TO EXISTINGWATERLINE22+57.32= 24+71.84 W/L "G",12"x8" CROSS, 2-12" G.V.,2-8" G.V. @ BERKELEY ST.15" STM XING4.0'
MIN.
4.0'
MIN.
4.0'
MIN.TEST PITAPPROX. LOC UGT8" W/L
DIP CL 52
8" W/L
DIP CL 52
12" W/L
DIP CL 52
12" W/L
DIP CL 52 TEST PITEX 12" W/L
18"
MIN.
CLEAR = 1.5'
CLEAR = 1.5'
EXISTING
GRADE
EXISTING
GRADE
PROPOSED
GRADE
18"
MIN.
18"
MIN.
18"
MIN.
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00
720
725
730
735
740
745
750
755
760
765
720
725
730
735
740
745
750
755
760
765
8" SAN XING8" SAN XING8" SAN XINGWATERLINE "B" ALONG PENDRAGON DRIVE13+76.26= 10+00.00 W/L "A", 8"x8" TEE, 3-8" G.V.@ BODIAM CT.10+00= 16+19.65 W/L "D", 8"x8" TEE, 3-8" G.V.17+32.78= 17+77.84 W/L "F" @ COLCHESTER,8"x8" CROSS, 4-8" G.V.19+92.68= 17+11.67 W/L "G" @ BERKELEY ST.,8"x8" CROSS, 4-8" G.V.20+73.18= FLUSHING ASSEMBLY30" STM XING36" STM XING30" STM XING8" W/L
DIP CL 52
8" W/L
DIP CL 52
8" W/L
DIP CL 52
8" W/L
DIP CL 52
4.0'
MIN.
4.0'
MIN.
4.0'
MIN.10+42.31= 8"x6" TEE, 1-6" G.V., FH ASSEMBLY10+45.06=11.25° BEND10+66.05=11.25° BEND13+50.07=11.25° BEND13+71.01=11.25° BEND11+75.11 AIR RELEASE/VACUUM VALVE18+84.86= 45° BEND19+00.34= 45° BEND16+21.80= 45° BEND16+01.91= 45° BEND4" SAN LAT XING - LOT 854" SAN LAT XING - LOT 844" SAN LAT XING - LOT 834" SAN LAT XING - LOT 814" SAN LAT XING - LOT 804" SAN LAT XING - LOT 794" SAN LAT XING -LOT 7852WATERLINE PROFILESOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G151 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, WVFC SP#01-21
V:
H: 1" = 50'
1" = 5'SCALE: 1" = 5'52.50510
CLEAR = 1.5'
CLEAR = 1.5'
CLEAR = 1.5'
CLEAR = 1.5'
EXISTING
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00
725
730
735
740
745
750
755
760
765
770
725
730
735
740
745
750
755
760
765
770
8" SAN XING8" SAN XINGWATERLINE "C" ALONG WARWICK AVE10+00= 12+65.30 W/L "D", 8"x8" TEE, 3-8" G.V.13+64.39= 10+00 W/L "E", 8"x8" TEE, 3-8" G.V.17+34.11= 14+17.79 W/L "F", 8"x8" TEE, 3-8" G.V.15" STMXING24" STM XING24" STM XING18" STM XING18" STM XING8" W/L
DIP CL 52 8" W/L
DIP CL 52
8" W/L
DIP CL 52
4.0'
MIN.14+39.69= 8"x6" TEE, 1-6" G.V., FH ASSEMBLY17+29.32= 45° BEND17+18.06= 45° BEND1565.34= 11.25° BEND15+44.35= 11.25° BEND1105.14= 11.25° BEND10+84.62= 11.25° BEND13+00.00 AIR RELEASE/VACUUM VALVE4" SAN LAT XING - LOT 974" SAN LAT XING - LOT 98EXISTING
GRADE
PROPOSED
GRADE PROPOSED
GRADE
RESTRAINT JOINTS (TYP.)
EXISTING
GRADE
CONTROLLED
FILL PER
FCSA
SPECS
CONTROLLED
FILL PER
FCSA
SPECS
CONTROLLED
FILL PER
FCSA
SPECS
RESTRAINT JOINTS (TYP.)
CLEAR = 1.5'
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00
720
725
730
735
740
745
750
755
760
765
720
725
730
735
740
745
750
755
760
765
4" SAN LAT XINGLOT 464" SAN LAT XINGLOT 454" SAN LAT XINGLOT 444" SAN LAT XINGLOT 434" SAN LAT XINGLOT 424" SAN LAT XINGLOT 4124" STM XING4" SAN LAT XINGLOT 354" SAN LAT XINGLOT 344" SAN LAT XINGLOT 334" SAN LAT XINGLOT 32730
735
740
745
750
755
760
765
770
775
WATERLINE "D" ALONG LANCASTER COURT10+08.04= F.H. ASSEMBLY21+39.88= F.H. ASSEMBLY16+19.65= 10+00 W/L "B", 8"x8" TEE, 3-8" G.V.12+65.30= 10+00 W/L "C", 8"x8" TEE, 3-8" G.V.8" W/L
DIP CL 52
8" W/L
DIP CL 52
4.0'
MIN.4.0'
MIN.
4.0'
MIN.10+33.04= 45° BEND11+23.21=11.25° BEND11+43.71=11.25° BEND13+05.83=11.25° BEND13+26.35=11.25° BEND16+58.67=11.25° BEND16+79.18=11.25° BEND18+69.07=11.25° BEND18+89.14=11.25° BEND21+36.63=22.5° BEND 14+60.61=AIR RELEASE/VACUUM VALVE8" W/L
DIP CL 52
10+29.10= 8"X6" REDUCER, 1-6" G.V.21+28.93=8"X6" REDUCER, 1-6" G.V.6" W/L
DIP
CL 52
6" W/L
DIP
CL 52
EXISTING
GRADE
PROPOSED
GRADE
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50
730
735
740
745
750
755
760
765
770
775
730
735
740
745
750
755
760
765
770
775
WATERLINE "E" ALONG NONSUCH COURT10+00= 13+64.39 W/L "C", 8"x8" TEE, 3-8" G.V.12+75.71= F.H. ASSEMBLY4" SAN LAT XING - LOT 534" SAN LAT XING - LOT 544" SAN LAT XING - LOT 554" SAN LAT XING - LOT 568" W/L
DIP CL 52 8" W/L
DIP CL 52
4.0'
MIN.4.0'
MIN.10+48.79= 11.25° BEND10+69.29= 11.25° BEND6" W/L
DIP CL 52
12+56.33= 8"X6" REDUCER, 1-6" G.V.53WATERLINE PROFILESOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G151 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, WVFC SP#01-21
V:
H: 1" = 50'
1" = 5'SCALE: 1" = 5'52.50510NOTE:
1. ALL RESTRAINT JOINTS 20' MINIMUM INTO ORIGINAL GROUND
18"
MIN.
18"
MIN.18"
MIN.CLEAR = 1.5'
CLEAR = 1.5'
CLEAR = 1.5'
EXISTING
GRADE
EXISTING
GRADE
PROPOSED
GRADE
CLEAR = 1.5'
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00
720
725
730
735
740
745
750
755
760
765
720
725
730
735
740
745
750
755
760
765
8" SAN XING8" SAN XING@ BOLINGSBROKE @ BOLINGBROKE @ COLCHESTER
WATERLINE "F" ALONG BOLINGBROKE COURT AND COLCHESTER COURT10+08.68= F.H. ASSEMBLY14+17.79= 17+34.11 W/L "C", 8"x8" TEE, 3-8" G.V.@ WARWICK AVE17+77.84= 17+32.78 W/L "B", 8"x8" CROSS, 4-8" G.V.@ PENDRAGON DR.22+66.92= F.H. ASSEMBLY18" STM XING36" STM XING18" STM XING36" STM XING36" STM XING48" STM XING4" SAN LAT XING - LOT 664" SAN LAT XING - LOT 654" SAN LAT XING - LOT 644" SAN LAT XING - LOT 634" SAN LAT XING - LOT 624" SAN LAT XING -LOT 94" SAN LAT XING -LOT 88" W/L
DIP CL 52
8" W/L
DIP CL 52 8" W/L
DIP CL 52
8" W/L
DIP CL 52
4.0'
MIN.17+47.56= 8"x6" TEE, 1-6" G.V., FH ASSEMBLY6" W/L
DIP CL 52
10+21.01= 8"X6" REDUCER, 1-6" G.V.22+47.85= 8"X6" REDUCER, 1-6" G.V.6" W/L
DIP CL 52
18"
MIN.
EXISTING
GRADE
EXISTING
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
CLEAR = 1.5'
18"
MIN.
CLEAR = 1.5'
EXISTING
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
CLEAR = 1.5'
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
730
735
740
745
750
755
760
765
770
775
730
735
740
745
750
755
760
765
770
775
8" SAN XING10+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
720
725
730
735
740
745
750
755
760
765
720
725
730
735
740
745
750
755
760
765
8" SAN XINGWATERLINE "H" ALONG SHREWSBURY WAY10+00= 11+22.69 W/L "G", 8"x8" TEE, 3-8" G.V.@ BERKELEY15+66.67= WET TAP EX. W/L, 8"x8" TEE, 3-8" G.V.FAIRFAX STREETTEST PITREQ'D8" W/L
DIP CL 52
8" W/L
DIP CL 52
8" W/L
DIP CL 52
4.0'
MIN.
4.0'
MIN.
4.0'
MIN.24" STM XING15" STM XING 12+50.00 AIR RELEASE/VACUUM VALVEWATERLINE "G" ALONG BERKELEY STREET10+00= FLUSHING ASSEMBLY11+22.69= 10+00 W/L "H", 8"x8" TEE, 3-8" G.V.@ SHREWSBERY WAY17+11.67= 19+92.68 W/L "B", 8"x8" CROSS, 4-8" G.V.@ PENDRAGON DR.17+86.49= SEE CONTINUATION ONBERKELEY DR. ROAD PROFILE15" STM XING30" STM XING8" W/L
DIP CL 52
8" W/L
DIP CL 52 8" W/L
DIP CL 52
4.0'
MIN.
4.0'
MIN.4.0'
MIN.15" STM XING16+88.10= 45° BEND16+81.74= 45° BEND54WATERLINE PROFILESOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G151 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, WVFC SP#01-21
V:
H: 1" = 50'
1" = 5'SCALE: 1" = 5'52.50510
N/A
55VDOT DETAILSOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G151 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, WVFC SP#01-21
MODIFIED SHALLOW LIGHT
DUTY YARD DRAIN
NTS
NEENAH R-4346
BEEHIVE GRATE
WITH FRAME
24"VARIES6"6"
MIN.MIN.
N/A
56VDOT DETAILSOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G151 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, WVFC SP#01-21
N/A
57VDOT DETAILSOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G151 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, WVFC SP#01-21
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.
N/A
57AVDOT DETAILSOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G151 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, WVFC SP#01-21
PAVEMENT SECTION
N.T.S.
COMPACTED SUBGRADE (COMPACTED TO 95%
DENSITY AT OPTIMUM MOISTURE CONTENT
VDOT VTM-1 METHOD)
3.0" TOP SOIL MAX (OPTIONAL)
12" #57 AGGREGATE COMPACTED IN
PLACE
POND ACCESS - STABILIZED GRASS
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, WVFC SP#01-21
N/A
58FREDERICK WATER DETAILSFAIRFAX DOWNS SUBDIVISIONOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G
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
Both joints of the fitting shall be restrained. In addition, all joints within
the specified length on the large side of the reducer shall be restrained.
REDUCER
L
L (ft) 60 60 100 120 120 140 160
D 6" 8" 12" 16" 18" 20" 24"
L
falls within the specified length shall be restrained.
In addition to restraining the connection, any joint that
VALVE, DEAD END
L
8" 12" 16" 18" 20" 24"
8" -- 60 80 100 120 140
D1
12" -- -- 60 80 100 120
16" -- -- -- 40 60 100
18" -- -- -- -- 40 80
20" -- -- -- -- -- 60
-3-
GATE VALVE AND DEAD END
RESTRAINED JOINTS FOR REDUCER,
6" 40 60 100 120 120 140
D2D1
L
D
L = restrained length of
D = pipe diameter
pipe (PVC or DIP)
L (ft)
D2
L = restrained length of
D = pipe diameter
pipe (PVC or DIP)
FEB 09
L
u
L
d
Lu = up bend restrained lengthof pipe (PVC or DIP)
up bend
depth
depth 4 ft. min.
down bend Ld = down bend restrained length of pipe (PVC or DIP)
finished grade
Lu
Ld
-4-
VERTICAL OFFSET
RESTRAINED JOINTS FOR
45° Ld (ft) 20 40 60 80
Lu (ft) 20 20 20 20
Each side of any vertical offset
bend shall be restrained. In
addition, any joint that falls within
the specified length on each side
of the fitting shall be restrained.
D 6" 8" & 12" 16", 18" & 20" 24"
22 1/2° Ld (ft) 20 20 40 40
Lu (ft) 20 20 20 20
D 6" 8" & 12" 16", 18" & 20" 24"
11 1/4° Ld (ft) 20 20 20 20
Lu (ft) 20 20 20 20
D 6" 8" & 12" 16", 18" & 20" 24"
D
D = pipe diameter
FEB 09
48" min.
6" stone
valve restrained to main
6", 8" and 12"
16", 18", 20" and 24"
screw type adjustable
valve box
8"x 8"x 16"
solid block
60" min.
over-excavation
18" to 24"
concrete pad 18" dia. x 6" deep finished grade
concrete pad 18" dia. x 6" deep finished grade
Water Forced Sewer
24" min.
screw type adjustable valve box
Note: valve shall
be spur gear
type
6" stone
8"x 8"x 16"
solid block
valve
restrained
to main
screw type
adjustable
valve box
concrete pad 18"
dia. x 6" deep
8"x 8"x 16" solid block
for 12" valve
Note: valve shall
be bevel gear
type
GATE VALVE
stone
joint
restraintsstone
valve restrained
to main
48" min.
6" stone
location marker
-5- APR 09
valve box
adaptor
valve box
adaptor
valve box
adaptor
6"
exterior of all sections to
have waterproof coating
3/4" x 2" butyl
joint sealant
24" min. in undeveloped areas
square skid pad 6"
thick around
manhole frame in
developed areas
finished
grade
finished
grade
3/4" concrete anchor
bolts (4 each)
STANDARD MANHOLE
adjustment rings
(11" max.)
steel reinforced
polypropylene steps
24" min.
clear opening
6. There shall be a 0.20 foot drop in elevation through the manhole.
3/4 dia.
6" stone
1'-6"
35" max.
12" or 16" (typ.)
6" stone
4'-0"
variable
3'-0" min.
4'-0" max.
8"
1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation.
2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of
water proofing.
3. Final slope adjustment of manhole frame shall be by shims and non-shrink grout.
4. Skid pad to be placed around manholes located in shoulders of roads.
5. Flat top shall be used if height from invert out to rim is four feet or less. Frame to be 4" in height.
NOTES :
5"pipe to manhole
connection to be
by flexible sleeve
top of bench to be
same elevation as top
of pipe
1" nominal size butyl
joint sealant to be
applied on lower
ledge of joint
top of manhole at grade in pavement areas
unless otherwise directed (top shall be set 24"
min. above grade in undeveloped areas)
invert channel to provide a
smooth transition in to out,
for all connections
precast invert or
grout bottom to
form channel
joint gasket shall be
either o-ring or profile
concrete ASTMC-150
4000 psi
2'-0" max.
-15- FEB 09
18"
3' minimum
PL
2'
treated 2"x 4" with
top 6" painted green
4" pipe at 2.00%
minimum grade
36" min.
cover
property
line
solvent weld cap8" x 4" gasketed bell wye
spigot by gasketed bell 45° bend
location marker
5'
stone
grade
finished
45°
GRAVITY SEWER LATERAL
FOR MAIN WITH COVER 15 FT OR LESS
gasketed pipe and fittings
All pipe and fittings shall be SDR 35/26 .
-22- FEB 09
143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00
20' BRL
' BRLRELOCATE PP
10+00 11+0012+0013+0014+0015+0015+66.67R1-1
EX. EP
380.2'43.2'101.6'50.9'204.2'100.0'7.8'186.2'R1-1
R2-1
R2-1
R8-3A
152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00
RELOCATE PP RELOCATE PP
R1-1
105.0'100.0'440.0'9.3'
1" = 30'
59277 AND SHREWSBURG WAY-STRIPING PLANOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G151 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, WVFC SP#01-21
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.
SOUTH WARRIOR DRIVESOUTHWARRIORDRIVE
VARIES
12'
12'
14'
12'
12'
10.0'
12'
12 '12'
VARIES
VARIES
5'
12'
7'
VARIES
VARIES
12'
5'
VARIES
27.5'
12'15'
15'
10'
10'
62'
56'
36'10'10'
50'
50'
30'10'10'
50'30'
10'
10'
50'30'
10'
50'30'
10'
10'
60'36'
12'
12'
CG-12B
3
5
'R35'RSTOP SIGN
CG-12BSTOP SIGN
STOP SIGN
STOP SIGN
CG-12B
CG-12B
CG-12B
CG-12B
CG-6
CG-6
CG-6
CG-6 CG-6
CG-6
CG-6
CG-6CG-6
CG-6
CG-6CG-6CG-6CG-6CG-6CG-7
CG-7 CG-7CG
-
6 CG-6STREET SIGN
STREET SIGN
5' SIDEWALK
STREET
SIGN
CG-6
R58.0'R60.0'R50.0'20' FW ESM'T3
5'
R 35 'R
35'R
35'R 35'R3
5'R60'R60'R
55'R 55'R3
5'
R 35'R30'
R30'R
135' LEFT
TURN LAN
E
70' LEFT
TURN LAN
E
100' RIGH
T
TURN LAN
E
200'
LEFT
TURN
LANE
CG-12B
CG-12B
5' SIDEWALK
5' SIDEWA
L
K
5' PAVED SHOULDER
5' PAVED
S
H
O
U
L
D
E
R
PROP. R.O.
W.
PROP. R.O.
W.
PROP. ST
RI
PI
N
G
PROP.
STRIPING
PROP. ST
RI
PI
N
G
11.3'
TB-1
STOP SIGN
STOP SIGN
CG-12B
CG-12B
50'R
5
0
'
R 50'R5
0
'
R
CG-6CG-6
CG-6
CG-6
RELOCATED
SCHOOL SIGNS
PROP. ROW
CG-12B
CG-12B
CG-12B
6
8
'
R
CG-6
CG-6
60'36'
12'
12'
STOP
SIGN
STOP SIGN 100'
FUTURE
R.
O.
W.
(BY OTHE
R
S
)
C
G
-
6 CG-
6
R
END OF VDOT
MAINTENANCE
12" CL 52
DIP WL
12" CL 52
DIP WL
EDGE OF VDOT
MAINTENANCE
EXISTING VDOT
R.O.W.
EXISTING VDOT
R.O.W.
STOP SIG
N
SPEED
LIMIT SIGN
NO PARKING SIGN
NO
PARKING
SIGN
SPEED
LIMIT SIGN
CG-12BCG-12B
CG-12B
CG-12B
NO PARKING
SIGN
NO PARKING
SIGN
NO PARKING
SIGN
NO PARKING SIGN
NO PARKING
SIGN
NO PARKING
SIGN
NO PARKING
SIGN
NO
PARKING
SIGN
NO
PARKING
SIGN
NO PARKING SIGN
NO PARKING
SIGN
NO PARKING SIGN
END STATE MAINTENANCE
SIGN (I-V3b)
REMOVE EX
STM AND PIPE
DO NOT DISTURB
OR REMOVE
P/L
STREET
SIGN
MJ CAP AND
FLUSHING ASSY
CONTRACTOR TO VERIFY
EXISTING WATER MAIN
LOCATION AND DIAMETER
20' F.W. ESM'T
10'
LOT 7
LOT 62LOT 64
LOT 65
LOT 9 LOT 8
LOT 6
LOT 2 LOT 3 LOT 4
LOT 5
LOT 63
LOT 69 LOT 70 LOT 71 LOT 72 LOT 73 LOT 74 LOT 75 LOT 76 LOT 77
LOT 79
LOT 67
LOT 68
LOT 1
LOT 78
LOT 92
LOT 93
LOT 66
PROP.
H
Y
D
R
A
N
T
W/ SIG
N T
Y
P
E "
A"
PROP.
H
Y
D
R
A
N
T
PROP.
H
Y
D
R
A
NT
PROP.
H
Y
D
R
A
NT
PROP. PAINTED
CURB (TYP)
SIGN T
Y
P
E
A
SIGN T
Y
P
E
MODIFI
E
D
D
PROP.
H
Y
D
R
A
N
T
W/ SIG
N
T
Y
P
E "
D"
SIGN T
Y
P
E
C
SIGN T
Y
P
E
MODIFI
E
D
D
PROP. PAINTED
CURB (TYP)
SIGN T
Y
P
E
A
SIGN T
Y
P
E
C
SIGN T
Y
P
E
D
SIGN T
Y
P
E
D
SIGN T
Y
P
E
C
SIGN T
Y
P
E
C
SIGN T
Y
P
E
A 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVFC SP#01-21
60LIFE SAFETY PLANFAIRFAX DOWNS SUBDIVISIONOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G
MATCH LINE SHEET 60A
1" = 30'
56'
36'10'10'
50'
30'10'10'
50'
30'10'10'
50'
30'10'10'
50'
30'10'10'
50'30'
10'
10'
50'
10'
50'
10'
50'
10'
30'
10'
30'
10'
30'
10'
50'
10'
30'
10'
50'
10'
30'
10'
50'30'
10'
50'30'
10'
10'
60'36'
12'
CG-12B
3
5
'R35'RSTOP SIGN
CG-12BSTOP SIGN
STOP SIGN
STOP SIGN
STOP SIGN
STOP SIGN
STOP
SIGN
STOP SIGN
CG-12B
CG-12B
CG-12B
CG-12B
CG-12B
CG-12B
CG-12B
CG-12B
CG-12B
CG-12B
CG-12B
CG-12B
CG-6
CG-6
CG-6
CG-6
CG-6
CG-6
CG-6
CG-6 CG-6
CG-6
CG-6
CG-6
CG-6
CG-6
CG-6
CG-6CG-6CG-6CG-6CG-6CG-6CG-6 CG-6
STREET SIGN
STREET
SIGN
STREET
SIGN
STREET SIGN
STREET SIGN
STREET
SIGN
5' SIDEWALK
STREET
SIGN
CG-6
CG-6
CG-6
CG-6CG-6CG-6CG-6R58.0'R60.0'R58.0'R50.0'20' FW ESM'T3
5'
R 35 'R
35'R3
5
'R35'R35'R
3
5'R35'R30'R
30'
R
35'R35'R30'R
30'R30'R
30'
R35'R
35'R 35'R3
5'R
3
5'
R 35'R30'
R30'R
30'
R
TB-1
STOP SIGN
STOP SIGN
CG-12B 50'R
5
0
'
R 50'R5
0
'
R
CG-6CG-6
CG-6
CG-6
RELOCATED
SCHOOL SIGNS
PROP. ROW
CG-12B
CG-12B
CG-12B
6
8
'
R
CG-6
60'36'
12'
STOP
SIGN
C
G
-
6 CG-
6R
END OF VDOT
MAINTENANCE
12" CL 52
DIP WL
12" CL 52
DIP WL
EDGE OF VDOT
MAINTENANCE
R48.0'R58.0'R48.0'R58.0'R48.0'R58.0'R48.0'CG-12B
CG-12B
NO PARKING
SIGN
NO PARKING SIGN NO PARKING
SIGN
NO
PARKING
SIGN
NO PARKING SIGN
NO PARKING
SIGN
NO PARKING SIGN
END STATE MAINTENANCE
SIGN (I-V3b)
REMOVE EX
STM AND PIPE
DO NOT DISTURB
OR REMOVE
C/LMJ CAP AND
FLUSHING ASSY
CONTRACTOR TO VERIFY
EXISTING WATER MAIN
LOCATION AND DIAMETER
20' F.W. ESM'T
10'
LOT 44
LOT 42
LOT 39
LOT 34 LOT 33
LOT 32
LOT 31
LOT 30
LOT 29
LOT 26 LOT 27
LOT 23 LOT 21
LOT 11 LOT 12
LOT 14
LOT 16
LOT 17
LOT 18
LOT 7
LOT 48
LOT 49 LOT 50
LOT 54LOT 56
LOT 59
LOT 62LOT 64
LOT 65
LOT 45
LOT 43 LOT 41 LOT 40 LOT 38 LOT 37 LOT 36 LOT 35
LOT 25
LOT 28
LOT 24
LOT 22 LOT 20
LOT 13
LOT 15
LOT 10
LOT 9 LOT 8
LOT 19
LOT 6
LOT 2 LOT 3 LOT 4
LOT 5
LOT 46
LOT 47
LOT 51
LOT 53
LOT 52
LOT 55
LOT 57
LOT 58
LOT 60 LOT 61
LOT 63
LOT 69 LOT 70 LOT 71 LOT 72 LOT 73 LOT 74 LOT 75 LOT 76 LOT 77
LOT 91
LOT 90
LOT 89
LOT 88
LOT 87
LOT 86
LOT 83
LOT 82
LOT 81
LOT 80
LOT 79
LOT 67
LOT 68
LOT 1
LOT 78
LOT 84
LOT 85
LOT 92
LOT 93
LOT 66
PROP.
H
Y
D
R
A
N
T
SIGN T
Y
P
E
A
SIGN T
Y
P
E
MODIFI
E
D
D
PROP.
H
Y
D
R
A
N
T
W/ SIG
N
T
Y
P
E "
A"
PROP. HYDRANT
W/ SIGN TYPE C
PROP.
H
Y
D
R
A
NT
PROP.
H
Y
D
R
A
NT
PROP.
H
Y
D
R
A
N
T
PROP.
H
Y
D
R
A
NT
W/ SIG
N T
Y
P
E
A
PROP.
H
Y
D
R
A
N
T
PROP.
H
Y
D
R
A
NT
PROP. PAINTED
CURB (TYP)
PROP. PAINTED
CURB (TYP)
SIGN T
Y
P
E
A
SIGN T
Y
P
E
MODIFI
E
D
D
PROP.
H
Y
D
R
A
NT
W/ SIG
N T
Y
P
E "
D"
SIGN T
Y
P
E
C
SIGN T
Y
P
E
MODIFI
E
D
D
PROP. PAINTED
CURB (TYP)
SIGN T
Y
P
E
MODIFI
E
D
D
SIGN T
Y
P
E
A
PROP. PAINTED
CURB (TYP)
SIGN T
Y
P
E
MODIFI
E
D
D
SIGN
T
Y
P
E
A
PROP. PAINTED
CURB (TYP)
PROP. PAINTED
CURB (TYP)
SIGN T
Y
P
E
MODIFI
E
D
D
SIGN T
Y
P
E
C
SIGN T
Y
P
E
A
SIGN T
Y
P
E
C
SIGN T
Y
P
E
C
SIGN T
Y
P
E
A
SIGN T
Y
P
E
C
SIGN T
Y
P
E
A
SIGN T
Y
P
E
C
SIGN T
Y
P
E
D
SIGN T
Y
P
E
D
SIGN T
Y
P
E
C
SIGN T
Y
P
E
C
SIGN T
Y
P
E
A
SIGN TYPE A
SIGN TYPE C
SIGN TYPE C 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, WVFC SP#01-21
60ALIFE SAFETY PLANFAIRFAX DOWNS SUBDIVISIONOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G
MATCH LINE SHEET 60
1" = 30'
280' SD 280' SD
280' SD
280' SD280' SD280' SD280' SD280' SD280' SD280' SD280' SD280' SD
280' SD 280' SDSTREET LIGHT
STREET
LIGHT
STREET
LIGHT
STREET
LIGHT
STREET
LIGHT
STREET
LIGHT
STREET
LIGHT
STREET
LIGHT
STREET
LIGHT
STREET
LIGHT
STREET LIGHT
STREET
LIGHT
STREET
LIGHT
20' F.W. ESM'TF.W. ESM'T10' F.W. ESM'TF.W. ESM'TF.W. ESM'T
F.W. ESM'T
10' F.W. ESM'T10' F.W. ESM'T 10' F.W. ESM'T
F.W. ESM'T
F.W. ESM'T
F.W. ESM'T
F.W. ESM'TF.W. ESM'T F.W. ESM'T
F.W. ESM'T
F.W. ESM'T
F.W. ESM'T F.W. ESM'T
F.W.
ESM'T
F.W.
ESM'T
F.W. ESM'T F.W. ESM'T
12' TOP OF BERM = 742.00F.W. ESM'T
SUBDIVISION SIGN (PERMITTED
UNDER SEPARATE PERMIT)
F.W. ESM'T
F.W. ESM'TF.W. ESM'TF.W. ESM'T
F.W. ESM'T
F.W. ESM'T10' F.W. ESM'T
10' F.W. ESM'T
CORE DRILL, BOOT, AND RESHAPING
OF INVERT WILL OCCUR WITH
FUTURE CONNECTION
CONTRACTOR TO VERIFY
EXISTING WATER MAIN
LOCATION AND DIAMETER
20' F.W. ESM'T
20' F.W. ESM'T732
734
735 736
738
740
742
735 736
734
732
734
735
738
740
732
734732730735736738740742742740738728742
733.8
734.5730.5
733.5
73
6
752
750
748
752
750
748
744
746 766764762760758756760758766764762760758762764762756756756754756756
754
754
752
754
752
750
748
746
748
750 748746746
748
750 750748754754752748
746
75
2
754754752750744
750748746744
746
748
7
4
8 744746748744
748
746
7
4
4
744744
746
746
748
746
746744
748
746748748746744
7
4
6
742
744
74
4
746742740738744744
744 7
4
4
74
6
74
8
750
7487467447507
5
2
7
5
4
752
752 750750750
752
754
748
746748746748748748
746
746
7
4
6
746 746
758
762
760
756
754 750
752
754756
748
750
752
746
748
748
748750
750
750
748
746746748750
750
748
750
750752
752
752
75
0
752754
752
754
754756758
760760
758756
754756
754754
754
754
752
752752
750
750752752
752
754
754
756
758756
758758758
7
6
0
758756754
756754
754 754756
75
4
756
756
7
5
4
7527547567607
5
8
758
760758 756756
754756
752
756 754 752 754756 756
754
752750750
750748 746
748
748
746
744
746
748
75
0
75
2
75
0 752748750752
750
748
746 752750748
746
744744
742
746
748
75
0
744 744746748750750750
75
0
74
8
746
744
748
746
7
5
0
752
752750
750
748
746
752
754
754750 752
754
752
754 75675
8756756756 7587
5
8
756
758764762760758
75
0
752
754
750
742744
748
7
4
6
7
4
4
7
4
6
748750746748750748748752754750750754752754754
754752750750750
7507547
5
2752
752752754752750750752750
752
75
2 7547547527527527487
4
6746744746
748
748
748 746
748
746
742742756756750
752
754 752
752752
754
754
75475275
2
754752750
750 75275275075075
2
75475
2
7
5
4
7
5
4
75
2
75
074874
8
75
0
75
2
754760
758
74
6
7447
4
4
7427427447487
4
4
7467487
5
0
750746 74674874
8
75
0
752754756746748748
748
752
744
755
751.5751764766
3:1 SLOPE
3:1 SLOPE
3:1 SLOPE3:1 SLOPE2.5:1 SLOPE
2.5:1 SLOPE MAX 2.5:1 SLOPE
5:1 SLOPE5:1 SLOPE2.5:1 SLOPE
758
748754752 752750748742746 744744
741
740
744
750
748 748746 3:1 SLOPE
758760762764
744
744 752748746744754
754
752
752
750
750 748
746
746
744
744742 740754
752
750
748
746
7447427407
4
0
742
748740
740
7
3
8
736742
740
744
746
750 748
50' CATEGORY "B"
ZONING DISTRICT
BUFFER
BUFFER "B"
PROVIDE 3 PLANTS EVERY
10' PER PLANTING
SCHEDULE AND 6' BERM*
BUFFER "B"
PROVIDE 3 PLANTS EVERY
10' PER PLANTING
SCHEDULE AND 6' BERM
50' CATEGORY "B"
ZONING DISTRICT
BUFFER
BUFFER "B"
PROVIDE 3 PLANTS EVERY
10' PER PLANTING
SCHEDULE AND BERM
BUFFER "B"
PROVIDE 3 PLANTS EVERY
10' PER PLANTING
SCHEDULE AND BERM
BUFFER PLANTING
PROVIDE 3 PLANTS EVERY
10' PER PLANTING
SCHEDULE
BUFFER PLANTING
PROVIDE 3 PLANTS EVERY
10' PER PLANTING
SCHEDULE
80' ROAD
EFFICIENCY
BUFFER
80' ROAD
EFFICIENCY
BUFFER
DELINEATED WETLANDS -
DO NOT DISTURB
SEWER ESMT
WATER ESMT
DRAINAGE
STREET
LIGHT
STREET
LIGHT
STREET
LIGHT
STREET
LIGHT
STREET
LIGHT
STREET
LIGHT
STREET
LIGHT
STREET
LIGHT
STREET
LIGHT
STREET
LIGHT
STREET
LIGHT
STREET
LIGHT
STREET
LIGHT
STREET
LIGHT
40'40'40' INACTIVE BUFFERZONE40' ACTIVE BUFFERZONE12+00
STREET
LIGHT35' BRL35' BRL
35' BRL752
754
754
752STREET
LIGHT
NOTES:
1. ALL SEEDED AND SODDED AREAS OF PROJECT WILL BE OF A DROUGHT TOLERANT MIX PER PENNINGTON
SEED CO..
2. ALL STREET, INTERIOR AND PERIMETER TREES WILL HAVE A MULCH BED CUT UNDER THE TREE EQUAL TO
6' RADIUS FROM TREE TRUNK.
3. NO SLOPE IN EXCESS OF 25% WILL BE SEEDED OR SODDED.
4. BEFORE SODDING, SEEDING AND LANDSCAPING THE CONTRACTOR WILL TILL ALL COMPACTED AREAS AT
LEAST 6" IN DEPTH TO LOOSEN THE COMPACTED SOILS AND ADD AMENDMENTS
5. TREES SHOWN IN THE PLAN VIEW ARE ILLUSTRATIVE, ACTUAL TREE SIZE AT PLANTING IS SHOWN IN THE PLANT
SCHEDULE ABOVE.
6. * A PORTION OF THE BERM REQUIREMENT ALONG BERKELEY DR. WILL BE SUPPLIED BY EXISTING GRADES
GREATER THAN 6 FEET.
7. ALL LANDSCAPING WILL CONFORM TO 165-20301 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, WVFC SP#01-21
1" = 60'
61LANDSCAPE AND LIGHTING PLANFAIRFAX DOWNS SUBDIVISIONOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G
TYPICAL PHOTOMETRIC PATTERN
11+0012+00
STREET
LIGHT
5' BRL
' BRL 35' BRL35' BRL35' BRL
35' BRLF.W. ESM'T
35' BRL 35' BRL
35' BRL758
756
752
754
754
754752STREET
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, WVFC SP#01-21
N/A
62LANDSCAPE AND LIGHTING NOTES & DETAILSFAIRFAX DOWNS SUBDIVISIONOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11-20-2019
TNA
19-02
62
4429G
GENERAL CONDITIONS - COUNTY CODE COMPLIANT LANDSCAPE PLAN
SCOPE OF WORK
THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT TO COMPLETE ALL LANDSCAPE WORK AS SHOWN
ON THE PLANS AND SPECIFICATIONS.
NOTE: IF CONTRACTOR BIDS ACCORDING TO THE PLANT LIST, HE/SHE SHOULD THOROUGHLY CHECK THE PLANT LIST QUANTITIES WITH
THE SYMBOLS DRAWN ON THE PLAN, TO BE SURE THERE ARE NO DISCREPANCIES. IF THERE IS A DISCREPANCY BETWEEN THE DRAWING
AND THE LIST ON THE PLANS, THE DRAWING TAKES PRECEDENCE.
STANDARDS
A. 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.
B. ALL PLANTING SHALL CONFORM WITH 165-203.01 - B OF THE FREDERICK COUNTY ZONING ORDINANCE (PLANT
SELECTION, PLANTING PROCEDURE, AND MAINTENANCE).
C. 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.
D. CONTAINER - GROWN STOCK
1. THE SIZE OF CONTAINER-GROWN SHRUBS IS MEASURED BY HEIGHT AND WIDTH OF THE PLANT. CONTAINER-GROWN TREES ARE
MEASURED BY THE SAME STANDARDS LISTED IN B.3. ABOVE. THE ROOT SYSTEM OF CONTAINER-GROWN PLANTS SHALL BE WELL
DEVELOPED AND WELL DISTRIBUTED THROUGH OUT THE CONTAINER.
2. ALL CONTAINER-GROWN TREES AND SHRUBS THAT HAVE CIRCLING (GIRDLING) AND MATTED ROOTS SHALL BE TREATED IN THE
FOLLOWING MANNER PRIOR TO PLANTING: SEPARATE THE ROOTS BY HAND, UNTANGLING SO CIRCLING ROOTS WILL NOT DAMAGE FUTURE
OF THE PLANT. SEE PLANTING PROCEDURES FOR ALL CONTAINER-GROWN TREES & SHRUBS IN THIS SECTION.
3. ALL CONTAINER-GROWN PLANTS SHOULD BE GROUPED AND WATERED DAILY UNTIL THEY ARE PLANTED IN THE LANDSCAPE, THE SOIL
SHALL BE KEPT MOIST WITH THE EQUIVALENT OF ONE-INCH OF RAINFALL PER WEEK.
4. PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION.
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 ROOT BALL 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.
SUBSTITUTIONS: PRE-BID
IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO MAKE EVERY REASONABLE EFFORT TO FIND THE PLANTS SPECIFIED BY THE
LANDSCAPE ARCHITECT. THE LANDSCAPE CONTRACTOR MAY OFFER SUBSTITUTIONS TO THE LANDSCAPE ARCHITECT FOR HIS/HER
CONSIDERATION. THE LANDSCAPE CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT IF THERE ARE KNOWN
DISEASES OR INSECT RESISTANT SPECIES THAT CAN BE SUBSTITUTED FOR A SELECTED PEST-PRONE PLANT. THE CONTRACTOR SHALL
SUBMIT A BASE BID AS PER PLAN PLUS PRICE CLARIFICATIONS FOR ALL RECOMMENDED SUBSTITUTIONS. ANY SUBSTITUTIONS MADE ARE
TO BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT.
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 AND APPROVED IN WRITING
BY THE FREDERICK COUNTY PLANNING DEPARTMENT.
INSPECTION
A. PLANTS MAY BE SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER OR OWNER'S REPRESENTATIVE AT THE PLACE OF
GROWTH OR HOLDING YARD FOR CONFORMITY TO SPECIFICATION REQUIREMENTS AS TO QUALITY, SIZE AND VARIETY.
B. PLANTS DAMAGED IN HANDLING OR TRANSPORTATION CAN BE REJECTED BY THE OWNER OR OWNER'S REPRESENTATIVE.
C. STATE NURSERY INSPECTION CERTIFICATES SHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT UPON REQUEST.
UTILITIES AND UNDERGROUND FEATURES
THE LANDSCAPE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND/OR THE GENERAL CONTRACTOR IN ADVANCE OF
CONSTRUCTION TO LOCATE UTILITIES.
TREES AND/OR SHRUBS SHALL NOT BE PLACED WITHIN FREDERICK WATER EASEMENTS
IF THERE IS A CONFLICT WITH UTILITIES AND THE PLANTING, THE LANDSCAPE ARCHITECT / DESIGNER 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 / DESIGNER TO ACCOMMODATE THE POOR
DRAINAGE.
WARRANTY
THE STANDARD WARRANTY IS FOR ONE (1) YEAR PERIOD, EXCLUDING BULBS, SOD AND ANNUALS, COMMENCING ON THE DATE OF
INITIAL ACCEPTANCE. ALL PLANTS SHALL BE ALIVE AND IN SATISFACTORY GROWTH AT THE END OF THE GUARANTEE PERIOD. ANY
MATERIAL THAT IS 25% DEAD OR MORE SHALL BE CONSIDERED DEAD AND MUST BE REPLACED AT NO CHARGE. A TREE SHALL BE
CONSIDERED DEAD WHEN THE MAIN LEADER HAS DIED BACK, OR 25% OF THE CROWN IS DEAD. REPLACEMENTS SHALL BE MADE
DURING THE NEXT PLANTING PERIOD. REPLACEMENTS SHALL BE OF THE SAME TYPE, SIZE AND QUALITY AS ORIGINAL SPECIES UNLESS
OTHERWISE NEGOTIATED.
NOTES:
1. STAKING AND GUYING MAY BE ONLY
IMPLEMENTED WHERE SITE CONDITIONS
REQUIRE THEIR USE. CONDITIONS WHERE
STAKING AND GUYING MAY BE NECESSARY TO
ENSURE STABILITY INCLUDE WINDY
LOCATIONS, STEEP SLOPES, OR WHERE
VANDALISM MAY BE OF CONCERN.
2. STAKES OR GUYS WILL BE INSTALLED USING
CURRENTLY ACCEPTED ARBORICULTURE
PRACTICES. TREES SHALL STAND LEVEL /
UPRIGHT AFTER STAKING.
3. INSTALLATION WILL INCLUDE THE REMOVAL
OF ALL STAKING AND GUYING MATERIAL ONE
YEAR AFTER INSTALLATION. ANY HOLES
REMAINING AFTER REMOVAL OF STAKES
SHALL BE FILLED WITH TOPSOIL.
4. REFER TO DETAILS FOR TREE PLANTING
INFORMATIONDECIDUOUS TREE STAKING
NOT TO SCALE
PLAN VIEW
(2) 2" X 2" X 8' LODGE POLE PINE OR
HARDWOOD STAKES SET OUTSIDE ROOT BALL.
STAKE LOCATION SHALL NOT INTERFERE WITH
PERMANENT BRANCHES.
32" LONG NON-ABRASIVE RUBBER TIES,
LOOPED AROUND THE TREE, THROUGH EACH
OTHER, TWISTED AND SECURED TO THE
STAKES IN A MANNER WHICH PERMITS TREE
MOVEMENT AND SUPPORTS THE TREE IN
ADVERSE CONDITIONS
5' MIN.LODGE POLE PINE OR
HARDWOOD STAKES
NON-ABRASIVE
TREE TIES
PREVAILING WIND
DIRECTION
NOTES:
1. AT PLANTING PRUNE ONLY CROSSING LIMBS,
BROKEN OR DEAD BRANCHES THAT POSE A HAZARD
TO SITE USERS PER ANSI STANDARD A 300. DO NOT
PRUNE INTO OLD WOOD ON EVERGREENS.
2. CONTRACTOR SHALL MAXIMIZE EXCAVATED AREA
FOR TREE PIT WITHOUT ADVERSELY IMPACTING
ADJACENT SITE FEATURES.
3. BACKFILL SOIL MIXTURE: 34 EXISTING SOIL
CLEANED OF DEBRIS (GRAVEL, STICKS, ROCKS,
AND MIXED WITH 14 ORGANIC MATERIAL
(COMPOSTED BARK, LEAF MOLD OR OTHER
PLANT DEBRIS PROCESSED TO A POINT OF
PEAT MOSS MAY NOT BE USED.)
4. CONTRACTOR SHALL LEGALLY REMOVE
EXCESS SOIL & DEBRIS FROM SITE
5. DO NOT PLACE MULCH IN CONTACT WITH
STEM OF TREE. MULCH MUST BE 6" AWAY FROM
TREE TRUNK
6. TRUNK FLARE MUST BE VISIBLE WHEN PLANTED
7. IF TREE STAKING REQUIRED REFER TO TREE
STAKING DETAILS.
**ALL PLANTS MUST BE WATERED TWICE: ONCE
AT INSTALLATION & AGAIN WITHIN 48-HOURS
OF INSTALLATION.
ROUGHEN / LOOSEN SOIL
ON SIDES OF PLANTING
HOLE. BACKFILL SOIL
MIXTURE FOR ENTIRE
TREE PIT AREA & ROOT
BALL DEPTH FIRM SOIL IN
8" LIFTS
PRUNE DOMINANT LEADERS
3" MULCH NO MORE
THAN 1" ON ROOT
BALL & 6" BACK FROM
TREE TRUNK
CENTER TREE IN PIT & SET
TOP OF ROOT BALL 2"
ABOVE ADJACENT GRADE.
TRUNK FLARE SHALL BE
VISIBLE AT THE TOP OF
THE ROOT BALL. DO NOT
COVER TOP OF ROOT BALL
WITH SOIL.
4" HIGH X 8" WIDE SOIL
BERM BEGINNING AT
PERIPHERY OF
ROOT BALL.
BOTTOM OF ROOT BALL
RESTS ON EXISTING OR
RECOMPACTED SOIL.
MIN. WIDTH OF TREE PIT
2 X'S ROOT BALL DIAMETER
REMOVE TWINE, ROPE,
WIRE, & BURLAP FROM
TOP 23 OF ROOT BALL
PRIOR TO MULCHING TAMP
SOIL FIRMLY AROUND
ROOT BALL WITH FOOT
PRESSURE IN 6" LIFTS SO
THAT ROOT BALL DOES
NOT SHIFT.
UNDISTURBED SUBGRADE
ORIGINAL GRADE
FINISHED GRADE
TREE PLANTING DETAIL
NOT TO SCALE
SEPARATION BUFFER LANDSCAPE CALCULATIONS
25' ACTIVE
25' INACTIVE
50'
BERM
1. 6' HIGH EARTHEN BERM OR 6' HIGH FENCE WITH 3
PLANTS PER 10L.F. PLANT SHALL BE 1/3 DECIDUOUS, 1/3
EVERGREENS, AND 1/3 SHRUBS.
CATEGORY "B" 50' FULL SCREEN ZONING DISTRICT BUFFER (W/ BERM)
not to scale
1. "CATEGORY "B" ZONING DISTRICT BUFFER:
PROVIDE A 50' WIDE FULL SCREEN WITH A 25' WIDE INACTIVE PORTION
AND 25' WIDE ACTIVE PORTION.
NORTHERN FRONTAGE OF DEVELOPMENT (1500' BUFFER)
1550/10 = 155 155x3 PLANTS PER 10 LF = 465 PLANTS REQUIRED
465 PLANTS PROVIDED
25' ACTIVE
25' INACTIVE
50'
CATEGORY "B" 50' FULL SCREEN ZONING DISTRICT BUFFER (W/ FENCE)
not to scale
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
6' HIGH FENCE
SHRUB PLANTING DETAIL
NOT TO SCALE
3" MULCH
6" MIN
12"
MIN
2. FINISHED SIDE OF FENCE SHALL FACE
ADJOINING PROPERTY, IF APPLICABLE.
1. PRESERVATIVE STAIN ON ALL WOOD.
COLOR TO MATCH THAT OF BLDG.
NOTES:
3.5"
1.25"
3.5"1 3/4"4"X4"X8' POSTS
2"X4"X4' BEAMS, TOE NAIL TO POST
COMPACTED GRAVEL
4'-0"
1"X4"X4'-8" SLATS, 2-FINISH NAIL AT
TOP AND BOTTOM
6"3"3'-0"6'-0"8"6'-0"8"SCREENING FENCE DETAIL
NOT TO SCALE 4"5'-8"SITE AREA CALCULATIONS
TOTAL SITE AREA= 50.86 ACRES
REQUIRED OPEN SPACE = 7.63 ACRES 15.00 %
AREA IN LOTS = 28.15 ACRES 55.35 %
AREA IN RW (ALL) = 11.74 ACRES 23.08 %
AREA IN OPEN SPACE = 10.97 ACRES 21.57 %
PLANTING SCHEDULE - SUBDIVISION STREETS
36
42
16
2" cal B&B
20
willow oak
Cherokee sweetgum
Quercus phellos
Liquidambar styraciflua 'Ward' Cherokee
SYM BOTANIC NAME COMMON NAME QUANTITY SIZE
155
17
American hophornbeam
Peve Minaret dwarf bald cypress
Ostrya virginiana
Taxodium distichum 'Peve Minatet'
23
Gleditsia triacanthos f. inermis 'Skycole' skyline thornless honey locust
Tilia chordata littleleaf linden
2" cal B&B
2" cal B&B
2" cal B&B
2" cal B&B
2" cal B&B
PROPOSED TREES
PROPOSED BUFFER PLANTINGS
465 PLANTINGS
18" ht min.
4' ht. min.
155swamp azaleaRhododendron viscosum.
155American hollyIlex opaca
2" cal B&B
239 PLANTINGS
PLANTING SCHEDULE - WARRIOR DRIVE
SYM BOTANIC NAME COMMON NAME QUANTITY SIZE
123Peve Minaret dwarf bald cypressTaxodium distichum 'Peve Minatet'
PROPOSED BUFFER PLANTINGS
369 PLANTINGS
18" ht min.
4' ht. min.
123swamp azaleaRhododendron viscosum.
123American hollyIlex opaca
2" cal B&B
ROAD EFFICIENCY BUFFER LANDSCAPE
CALCULATIONS
40' ACTIVE
40' INACTIVE
80'
1. 3 PLANTS PER 10L.F. PLANT SHALL BE 1/3 DECIDUOUS,
1/3 EVERGREENS, AND 1/3 SHRUBS.
ROAD EFFICIENCY BUFFER
not to scale
1. ROAD EFFICIENCY BUFFER:
PROVIDE AN 80' WIDE LANDSCAPE SCREEN WITH A 40' WIDE INACTIVE
PORTION AND 40' WIDE ACTIVE PORTION.
EASTERN FRONTAGE OF DEVELOPMENT (1,230' BUFFER)
1,230/10 = 123 123x3 PLANTS PER 10 LF = 369 PLANTS REQUIRED
369 PLANTS PROVIDED
10' FUTURE ROW RESERVATION
PLANTING SCHEDULE - BERKELEY STREET
SYM BOTANIC NAME COMMON NAME QUANTITY SIZE
15 2" cal B&B
18 2" cal B&B
24
red mapleAcer rubrum
2" cal B&B
sycamore mapleAcer pseudoplatanus
sugar mapleAcer saccharum
8Cladrastis kentukea yellowwood 2" cal B&B
21Quercus rubra Red Oak 2" cal B&B
Zelkova serrata Japanese Zelkova
STREET TREES REQUIRED: 1 TREE FOR EVERY 40' OF FRONTAGE
9,576 LF OF FRONTAGE PROPOSED
9,576 / 40 = (239.4) 239 TREES REQUIRED
239 TREES PROVIDED
TYPICAL PHOTOMETRIC PATTERN
PROPOSED STREET
LIGHT
PHOTOMETRIC PLAN:
ALL LIGHTING WILL CONFORM TO ZONING ORDINANCE 165-201.07 AND BE FULL
DOWNCAST, SHIELDED AND FULL CUTOFF