PC 01-20-21 Meeting Agenda1.Call to Order
2.Adoption of Agenda – Pursuant to established procedures, the Planning Commission
should adopt the Agenda for the meeting.
3.Election of Officers, Meeting Schedule, & Adoption of Bylaws & Roles &
Responsibilities 2021
3.A.Election of Officers, Meeting Schedule, & Adoption of Bylaws & Roles &
Responsibilities 2021
4.Meeting Minutes
4.A.December 2, 2020 Meeting Minutes
5.Committee Reports
6.Citizen Comments
7.Public Hearings
7.A.Green Spring Agricultural and Forestal District Addition - (Mr. Cheran)
To consider adding additional parcels into the Green Spring Agricultural and Forestal
District. These properties are located at 475 Green Spring Road, Winchester, Virginia
and are identified with Property Identification Numbers 21-3-20, 21-3-21, 21-3-22, 21-3-
23, 22-A-45, 22-A-46, 22-A-47 and 22-A-49 in the Gainesboro Magisterial District.
7.B.South Frederick Agricultural and Forestal District Addition - (Mr. Cheran)
AGENDA
PLANNING COMMISSION
WEDNESDAY, JANUARY 20, 2021
7:00 PM
THE BOARD ROOM
FREDERICK COUNTY ADMINISTRATION BUILDING
WINCHESTER, VIRGINIA
PC01-20-21ElectionofOfficers.pdf
PC01-20-21MinutesDecember2.pdf
PC01-20-21GreenSpringAgDistrictAddition.pdf
1
To consider adding additional parcel into the South Frederick Agricultural and Forestal
District. The property is located at 229 West Oaks Lane, Winchester, Virginia and is
identified by Property Identification Number 74-A-3 in the Back Creek Magisterial
District.
8.Information/Discussion Items
8.A.Site Plan #18-20 - Senseny Place - (Mr. Klein)
Submitted by Greenway Engineering, on behalf of The Trustee’s of St. Paul’s on the Hill
Episcopal Church and Wesley Housing Development Corporation. This application
seeks to develop a senior multifamily residential building (63 units) and a future 4,050
square foot church on approximately 4.971-acres of property in the RP (Residential
Performance) Zoning District. The subject property is located at 1527 Senseny Road in
the Red Bud Magisterial District and is identified by Property Identification Number 55-
A-128. Please note this item is presented for informational purposes only. Please
note this is not a public hearing.
8.B.2021-2026 Capital Improvement Plan - (Mrs. Perkins)
9.Other
10.Adjourn
PC01-20-21SouthFrederickAgDistrictAddition.pdf
PC01-20-21SP18-20.pdf
PC01-20-21Draft2021-2026CIP.pdf
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Planning Commission
Agenda Item Detail
Meeting Date: January 20, 2021
Agenda Section: Election of Officers, Meeting Schedule, & Adoption of Bylaws
& Roles & Responsibilities 2021
Title: Election of Officers, Meeting Schedule, & Adoption of Bylaws & Roles &
Responsibilities 2021
Attachments:
PC01-20-21ElectionofOfficers.pdf
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COUNTY of FREDERICK
Department of Planning and Development
540/ 665-5651
Fax: 540/ 665-6395
107 North Kent Street • Winchester, Virginia 22601-5000
MEMORANDUM
TO: Frederick County Planning Commission
FROM: Candice E. Perkins, AICP, CZA, Assistant Director
SUBJECT: 2021 Election of Officers, Committee Appointments, Meeting Schedule
DATE: January 6, 2021
________________________________________________________________________
ELECTION OF OFFICERS FOR 2021
At the first meeting of each year, the Planning Commission elects a Chairman, Vice-
Chairman and Secretary. These three Planning Commission officers assume office
immediately and hold such office for the duration of the calendar year.
For each office, the Commission will: open the nominations; accept nominations; close
nominations; and vote to fill the officer position.
ADOPTION OF MEETING SCHEDULE FOR 2021
At the first meeting of each year, the Planning Commission adopts their meeting
schedule for the ensuing year.
Historically, the Commission has held meetings on the first and third Wednesdays of
each month at 7:00 p.m., to be held in the Board of Supervisors meeting room. The
Comprehensive Plans & Programs Committee (CPPC) meets on the second Monday of
each month at 7:00 p.m. in the first-floor conference room and the Development
Review & Regulations Committee meets on the fourth Thursday of each month at 7:00
p.m. in the first-floor conference room. The Planning Commission’s meeting schedule
for inclement weather states that in the event that weather causes the cancelation of a
regularly scheduled Wednesday evening meeting, the meeting will be held on the
following Thursday evening.
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Memorandum: Elections, Appointments, and Meeting Times
January 6, 2021
Page 2 of 2
COMMITTEE ASSIGNMENTS FOR 2021
At the first meeting of each year, the Chairman appoints the membership for the
Comprehensive Plans and Programs Committee (CPPC) and the Development Review &
Regulations Committee (DRRC). The Chairman also appoints a Planning Commission
liaison to the: Transportation Committee (TC), Historic Resources Advisory Board
(HRAB), Conservation Easement Authority (CEA), Frederick Water, and the Winchester
Planning Commission.
PLANNING COMMISSION BY-LAWS FOR 2021
At the first meeting of each year, the Planning Commission adopts their Bylaws, and
Roles and Responsibilities for the ensuing year. These documents are attached.
Please contact staff should you have questions.
Attachments: Proposed 2021 Planning Commission Bylaws
Proposed 2021 Planning Commission Roles and Responsibilities
CEP/pd
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PLANNING COMMISSION BYLAWS (PROPOSED)
County of Frederick, Virginia
ARTICLE I - AUTHORIZATION
1-1 The Frederick County Planning Commission is established by and in conformance with Chapter 21
of the Code of Frederick County, and in accord with the provisions of Section 15.2-2210 of the
Code of Virginia (1950), as amended.
1-2 The official title of this body shall be the Frederick County Planning Commission, hereinafter
referred to as the "Commission".
ARTICLE II - PURPOSE
2-1 The primary purpose of the Commission is to advise the Frederick County Board of Supervisors
and to carry out all duties and functions described by the Code of Virginia, as amended.
ARTICLE III - MEMBERSHIP
3-1 The membership of the Commission shall be determined by the Frederick County Board of
Supervisors as specified in Chapter 21 of the Code of Frederick County. Methods of appointment
and terms of office shall be determined by Chapter 21 of the Code of Frederick County.
3-2 Within the first month of initial appointment, new Commissioner appointees shall: 1) participate in
an orientation to familiarize themselves with the operations of the Department and the
Commission, and 2) meet with planning staff representatives in an effort to review and better
understand specific agenda items by no later than their second Planning Commission meeting.
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Proposed 2021 Planning Commission Bylaws
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ARTICLE IV - OFFICERS
4-1 Officers of the Commission shall consist of a chairman, vice-chairman and secretary. The
chairman and vice-chairman must be voting members of the Commission. The secretary shall be a
member of the Commission or a county employee.
4-2 Selection
4-2-1 The officers shall be elected by the voting members of the Commission at the first
meeting of the calendar year.
4-2-2 Nomination of officers shall be made from the floor. Elections of officers shall
follow immediately. A candidate receiving a majority vote of the entire voting
membership shall be declared elected.
4-3 Duties
4-3-1 The Chairman shall:
4-3-1-1 Preside at meetings.
4-3-1-2 Appoint committees.
4-3-1-3 Rule on procedural questions. A ruling on a procedural question
by the chairman shall be subject to reversal by a two-thirds
majority vote of the members present.
4-3-1-4 Report official communications.
4-3-1-5 Certify official documents involving the authority of the
Commission.
4-3-1-6 Certify minutes as true and correct copies.
4-3-1-7 Carry out other duties as assigned by the Board of Supervisors and
the Commission.
4-3-2 The Vice-Chairman shall:
4-3-2-1 Assume the full powers of the chairman in the absence or inability
of the chairman to act.
4-3-2-2 When acting as chair, the vice-chairman shall carry out other
duties as assigned by the Board of Supervisors and the
Commission Chairman.
4-3-3 The Secretary shall:
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Proposed 2021 Planning Commission Bylaws
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4-3-3-1 Ensure that attendance is recorded at all meetings.
4-3-3-2 Ensure that the minutes of all Commission meetings are recorded.
4-3-3-3 Notify members of all meetings.
4-3-3-4 Prepare agendas for all meetings.
4-3-3-5 Maintain files of all official Commission records and reports.
Official records and reports may be purged in accordance with
applicable state codes.
4-3-3-6 Give notice of all Commission meetings, public hearings and
public meetings.
4-3-3-7 Provide to the Board of Supervisors reports and recommendations
of the Commission.
4-3-3-8 Attend to the correspondence necessary for the execution of the
duties and functions of the Commission.
4-4 Term of Office
4-4-1 Officers shall be elected for a one-year term or until a successor takes office. Vacancies
shall be filled for an unexpired term by a majority vote of the Commission. In such cases,
the newly elected officer shall serve only until the end of the calendar year or until a
successor takes office.
4-5 Temporary Chairman
4-5-1 In the event of the absence of both the chairman and the vice-chairman from any meeting,
the Commission shall designate from among its members a temporary chairman who shall
act for that meeting in the absence of the chairman or vice-chairman.
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Proposed 2021 Planning Commission Bylaws
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ARTICLE V - COMMITTEES
5-1 The Commission shall establish committees necessary to accomplish its purpose.
5-2 In establishing committees, the Commission shall describe the purpose for each committee.
5-3 Members of the committees shall be appointed by the chairman and will serve for a term of one
year. The chairman may request recommendations from the Commission or committee members
on committee appointments.
5-4 Commission members, employees of the County, and citizen volunteers may be members of the
committee.
5-5 The chairman and vice-chairman of the Planning Commission shall be ex-officio members of every
committee.
5-6 The committees will elect a chairman and vice-chairman annually. These officers shall be current
Commission members and should represent different Magisterial Districts, if possible.
5-7 The committees may operate as a committee of the whole or by executive committee, with current
and past Commission members serving as members of the executive committee.
5-8 The committees may establish standing subcommittees whose activities will be a specific
responsibility of the parent committee. One executive committee member will serve as liaison to
the standing subcommittee and will assist staff in managing its activities. Membership will be
comprised of past Commission members and citizens. Membership will be appointed by the
chairman of the Committee with concurrence by the Commission Chairman.
5-9 The committees may establish working groups to assist in specific, carefully-defined tasks for a
limited period of time. Important considerations for membership on the working group are skills
and experience necessary to assist in providing acceptable solutions. Membership will be
appointed by the Chairman of the Committee with concurrence by the Commission Chairman.
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Proposed 2021 Planning Commission Bylaws
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ARTICLE VI – COMMISSION MEETINGS
6-1 At the first meeting of each calendar year, the Commission shall fix the date, time, and place of all
its regular meetings for the ensuing calendar year and shall fix the day on which a regular meeting
shall be continued should the Chairman declare that weather or other conditions make it hazardous
for members to attend.
6-2 Special meetings may be called by the chairman or by the secretary after due notice and publication
by the secretary.
6-3 Notice of all meetings shall be sent by the secretary with an agenda at least five calendar days
before the meeting.
6-4 All meetings of the Commission shall be open to the public except for Closed Sessions held in
accordance with the provision specified under Section 2.2-3711(A) of the Code of Virginia, 1950,
as amended.
ARTICLE VII - VOTING
7-1 A majority of voting members shall constitute a quorum. No action shall be taken, or motion made
unless a quorum is present.
7-2 No action of the Commission shall be valid unless authorized by a majority vote of those present
and voting.
ARTICLE VIII - OPERATING RULES
8-1 Order of Business for a regular meeting
8-1-1 Call to Order.
8-1-2 Adoption of the Agenda.
8-1-3 Consideration of Minutes.
8-1-4 Committee Reports.
8-1-5 Citizen Comments on Items not on the Agenda.
8-1-6 Public Hearings.
8-1-7 Action Items.
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Proposed 2021 Planning Commission Bylaws
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8-1-8 Information/Discussion Items
8-1-9 Other.
8-1-10 Adjournment.
8-2 Minutes
8-2-1 The Commission shall keep minutes of each meeting. The chairman and secretary shall
sign all minutes following approval by the Commission certifying that the minutes are true
and correct. Minutes made available to the public prior to formal approval by the
Commission shall be clearly identified as a draft version of the meeting.
8-3 Procedures
8-3-1 Parliamentary procedure in the Commission meetings shall be governed by Robert's Rules
of Order, except where otherwise specified in these procedures.
8-3-2 Whenever an agenda item involves a recommendation to the Board of Supervisors, the
Commission shall continue to consider the item until a definite recommendation is made.
If a motion has been made and defeated, additional, different motions may be made
concerning the item under consideration.
8-3-3 The initial motion on an agenda item shall be made by a member representing the
application’s Magisterial District. If both District representatives are absent or decline to
make the initial motion, then any other Commissioner may act.
8-3-4 Business items on the agenda shall be considered using the following procedures:
8-3-4-1 Report by County Staff.
8-3-4-2 Presentation by Applicant.
8-3-4-3 Citizen Comment.
8-3-4-4 Applicant Response.
8-3-4-5 Staff Summary.
8-3-4-6 Discussion by Commission.
8-3-4-7 Motion and Action by Commission.
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Proposed 2021 Planning Commission Bylaws
Page 7
8-3-5 Public comment shall be allowed in all cases required by the Code of Virginia, 1950, as
amended, or the Code of Frederick County. In other cases, the chairman may allow public
comment.
8-3-6 The Commission members may ask questions of clarification and information after the
staff report, applicant presentation, and/or citizen comment.
8-3-7 Petitions, displays, documents or correspondence presented at a meeting may be made part
of the official record of the meeting by motion of the Commission and are to be kept on file
by the secretary. Such items need not be made part of the published minutes.
8-3-8 Public Hearings
8-3-8-1 The Commission shall hold public hearings on all items for which hearings
are required by the Code of Virginia, 1950, as amended, or by the Code of
Frederick County. Such public hearing shall be advertised and
notifications provided as required by the Code of Virginia, 1950, as
amended.
8-3-8-2 The Chairman may establish special rules for any public hearing at the
beginning of said hearing. These rules may include limitations on the time
of staff report, applicant presentation and citizen comment.
8-3-8-3 In addition to those required by law, the Commission may hold public
hearings on any matter, under the purview of the Commission, which it
deems to be in the public interest. In such cases, the public hearings shall
follow all procedures described for public hearing in these bylaws.
8-3-8-4 The 90-day period (Section 165-102.03 of the Frederick County Zoning
Ordinance) for the Planning Commission to make a rezoning
recommendation to the Board will start after the first Commission meeting
following the referral of the amendment to the Commission.
8-3-9 Tabling
8-3-9-1 The Planning Commission shall have the authority to postpone agenda
items 45- calendar days (less if reaching the limits of Section 165-102.03)
for any one of the following:
A) The agenda item does not meet the requirements of the Code of
Virginia, 1950, as amended.
B) The agenda item does not meet the requirements of the Code of
Frederick County.
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Proposed 2021 Planning Commission Bylaws
Page 8
C) Insufficient information has been provided for the agenda item.
D) Revised proffers have been received from the applicant less than
eight (8) calendar days of the advertised Planning Commission
meeting.
E) Issues or concerns that arise during formal discussion of the
agenda item warrant additional information or study.
F) The applicant provides the Frederick County Planning
Department with a written request to postpone the agenda item.
G) The Frederick County Planning Department is advised of an
emergency situation that prevents attendance by the applicant.
H) The applicant fails to appear at the meeting in which the
application has been advertised to appear.
8-3-9-2 The applicant shall be permitted to request that an agenda item be
postponed from a scheduled Planning Commission meeting one time. The
Planning Commission shall table the application for a specific period of
time to ensure that the requirements of Section 165-102.03 of the
Frederick County Zoning Ordinance are not exceeded unless the applicant
requests a waiver from this requirement. In no case shall an application be
postponed for more than 12 months from the time the complete
application was received by the Zoning Administrator or applicable staff.
8-3-9-3 An application that has been postponed for an unspecified period of time
shall be re-advertised for consideration by the Planning Commission once
the following steps have been completed:
A) The applicant has requested in writing that the agenda item be
considered by the Planning Commission.
B) The applicant has provided all required information to the
Frederick County Planning Department which addresses all
concerns of the Planning Commission.
8-3-10 Work sessions
8-3-10-1 The Commission may hold work sessions at which the procedural rules
of these bylaws shall not apply.
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Proposed 2021 Planning Commission Bylaws
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8-3-10-2 Work sessions shall be held after the adjournment of regular meetings or
at the time and place set by the Commission and/or the Board of
Supervisors.
8-3-10-3 Notice of work sessions shall be sent to the Planning Commissioners at
least five days before the session.
8-3-10-4 The chairman shall lead the session and require orderly behavior and
discussion.
8-3-10-5 No actions shall be taken, or motions made at a work session.
8-3-10-6 Work sessions shall be open to the public. Public comment is not
required at a work session.
8-3-10-7 The secretary shall keep a general record of all work sessions and the
items discussed.
8-3-11 Adjournment
8-3-11-1 In no case shall the Commission consider any new items after 10:30 P.M.
and the meeting shall be adjourned by 11:00 P.M. In the instance that an
item begun before 10:30P.M. has not been acted on by the 11:00 P.M.
hour, the Commission may, by majority vote, lift the adjournment time
until a recommendation has been made, or such time, after 11:00 P.M., as
the Commission may fix.
ARTICLE IX - AMENDMENTS
9-1 These bylaws may be amended by a majority vote of the entire voting membership after
thirty days prior notice at any time during the calendar year.
9-2 The Planning Commission shall conduct an annual review of these bylaws each calendar
year to ensure their accuracy.
9-3 At the first meeting of the calendar year, the By-Laws will be adopted.
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FREDERICK COUNTY PLANNING COMMISSION
ROLES AND RESPONSIBILITIES
PROPOSED – JANUARY 2021
This document has been prepared to assist Frederick County Planning Commissioners in
understanding what their role and responsibilities are in the myriad of activities that they
accept as a member of the Planning Commission. This compilation is a companion
document to the Commission’s By-Laws.
APPLICATION COMMUNICATIONS
There are three primary sources of information gathered by and weighed by the Planning
Commission in order to make quality planning recommendations to the Board of
Supervisors. They are ex-parte communications, staff reports and public input.
Ex-Parte Communications:
Individual meetings between Commissioners and an applicant/developer regarding a
specific application shall follow the Virginia Freedom of Information Act. During this
discussion or at any other time prior to action taken by the Commission on the
application, a Planning Commissioner should make no commitments or endorsements.
Any new written materials provided by the applicant to any one Commissioner shall be
made available to all commissioners and staff by the applicant prior to the application
appearing on the agenda. To not do so may result in the application being tabled at the
Planning Commission public hearing.
Staff Application Briefings/Work Sessions:
Prior to the first public hearing being held, staff will hold a briefing for the Planning
Commissioners, with an invitation extended to the Board of Supervisors to participate,
regarding any application deemed sufficiently complicated / controversial to warrant
detailed explanation. The purpose is to apprise the Commissioners regarding the details
of the application, both those items that meet the ordinance and those that do not. This
provides the opportunity for the Commissioners to have a common understanding of the
application prior to the public hearing. The decision to hold a briefing on a specific
application will be made jointly by the Director of Planning and the Chairman of the
Planning Commission. In addition to complexity, the application shall be basically
complete prior to scheduling the briefing.
The Planning Commission may request a work session for an application which, after the
first public hearing is concluded, is subsequently postponed. The purpose of the work
session is to discuss amongst each other and with staff details of the application, any
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2021 Planning Commission Roles and Responsibilities
PROPOSED
revised proffers provided or anticipated by the applicant, and other improvements which
could be made to the application.
For either a briefing or a work session:
-The applicant should attend, but will not have an active role.
-The format of a Planning Commission work session as identified in paragraph 8-
3-10 of the Commission’s By-Laws will be used.
-In no case will the legal timeline for consideration before the Planning
Commission be changed.
Public Hearing/Meeting:
Efficient and effective public hearings are an essential part of enabling the Commission
to make reasoned recommendations to the Board of Supervisors.
Every attempt will be made to obtain focused and broad representation of opinion or
information from the public. When possible, specific time limitations will not be used.
However, both rules of order as well as time constraints most appropriate for the specific
application will be implemented when there is either large interest in or controversy
regarding an application.
One constant during this process on both the part of the public, the applicant and the
Commission itself is civility and respect for information offered or a differing opinion.
Deviation from this behavior is unacceptable.
COMMISSIONER DEVELOPMENT:
Each Commissioner shall be committed to preparing for and keeping knowledge current
in order to do the most effective job for the community.
New initial appointees should strive to obtain Planning Commissioner certification from
an acceptable training program within the first year of appointment. This training is
supported by the Planning Department budget.
Further continuing education through many offerings should be pursued and will be
supported by the Planning budget as possible. These opportunities should be shared
amongst the number of Commissioners who are serving. Examples include seminars or
workshops from the Virginia Commonwealth University Land Use Education Program,
and publications or opportunities from the American Planning Association. A library is
maintained by the Planning office.
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2021 Planning Commission Roles and Responsibilities
PROPOSED
COMMISSIONER ATTENDANCE:
Commissioners are expected to participate in 80% of the regularly scheduled meetings
per year. Members who cannot attend a meeting due to illness, business, and other
governmental or family reasons should notify the Commission Chairman and/or staff
Administrative Assistant prior to the scheduled meeting in order for the absence to be
noted. It may affect quorum considerations.
Especially essential is preparation and readiness for each of the Commission’s meetings
in order to use not only the Commission’s but the staff’s and public’s time wisely.
COMMISSION COMMITTEE ASSIGNMENTS:
Appointments to a Commission committee or liaison assignments are made by the
chairman and shared by the membership. Generally, they involve a once per month
meeting.
CONFLICT OF INTEREST:
Each Commissioner needs to be familiar with Commonwealth of Virginia information on
conflict of interest. If a Commissioner is unsure if there is conflict, the County Attorney
is the correct resource.
Upon determination that there is or might be perceived to be a conflict, the Commissioner
should state immediately after the agenda item is read that recusal action is necessary
(with, preferably, stating the reason) then step down from the dais until the item is
concluded.
PUBLIC REPRESENTATION:
Commissioners are citizens, too. If there is a public item that is of interest, the
Commissioner should participate, but not identify themselves as members of the
Frederick County Planning Commission unless acting in an official capacity and directed
to do so. Implied endorsements by the Commission should be avoided.
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Planning Commission
Agenda Item Detail
Meeting Date: January 20, 2021
Agenda Section: Meeting Minutes
Title: December 2, 2020 Meeting Minutes
Attachments:
PC01-20-21MinutesDecember2.pdf
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Frederick County Planning Commission Page 3768
Minutes of December 2, 2020
MEETING MINUTES
OF THE
FREDERICK COUNTY PLANNING COMMISSION
Held in the Board Room of the Frederick County Administration Building at 107 North Kent Street in
Winchester, Virginia on December 2, 2020
PRESENT: Kevin Kenney, Chairman; Roger L. Thomas, Vice Chairman/Opequon District; Gary R.
Oates, Stonewall District; William H. Cline, Stonewall District; H. Paige Manuel, Shawnee District; John
F. Jewell, Back Creek District; Charles E. Triplett, Gainesboro District; Alan L. Morrison, Member at
Large; Christopher M. Mohn, Red Bud District; Kathleen Dawson, Red Bud District.
ABSENT: Robert S. Molden, Opequon District; J. Rhodes Marston, Back Creek District.
STAFF PRESENT: Michael T. Ruddy, Director; Candice E. Perkins, Assistant Director.
CALL TO ORDER
Chairman Kenney called the December 2, 2020 meeting of the Frederick County
Planning Commission to order at 7:00 p.m. Chairman Kenney commenced the meeting by inviting
everyone to join in a moment of silence.
ADOPTION OF AGENDA
Upon motion made by Commissioner Oates and seconded by Commissioner Thomas the
Planning Commission unanimously adopted the agenda for this evening’s meeting.
MINUTES
Upon motion made by Commissioner Mohn and seconded by Commissioner Thomas the
Planning Commission unanimously adopted the minutes from the November 4, 2020 meeting with one
correction being made.
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Frederick County Planning Commission Page 3769
Minutes of December 2, 2020
CITIZEN COMMENTS
Chairman Kenney called for citizen comments on any subject not currently on the
Planning Commission’s agenda or any item that is solely a discussion item for the Commission. No one
came forward to speak and Chairman Kenney closed the public comments portion of the meeting.
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COMMITTEES
Development Review and Regulations Committee – Mtg. 11/23/20
Commissioner Oates reported a discussion was held on required changes to the
Floodplain (FP) Districts requirements of the Zoning Ordinance to remain compliant with the regulations
necessary to continue participating in the National Flood Insurance Program (NFIP).
Transportation Committee – Mtg. 11/23/20
Commissioner Oates reported the committee was presented an update on the Capital
Improvement Program, a VTRANS update, and an update on County projects.
City of Winchester – Mtg. 11/17/20
Michael T. Ruddy, Director, reported on behalf of the City of Winchester. He shared an
update of the items from their meeting: A CUP to allow for a single-family detached dwelling at 2645
Valley Avenue; an Ordinance Amendment pertaining to by right and CUP’s for multifamily structures in
the central business district; an Ordinance Amendment pertaining to floodplain regulations; an Ordinance
Amendment pertaining to lot density regulations; and an Ordinance to rezone 22.7 acres at 441 Linden
Drive from low density residential to low density residential with planned unit development.
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INFORMATION/DISCUSSION ITEMS
Floodplain (FP) District Overlay Amendments, Chapter 165 – Zoning, Part 702
Candice E. Perkins, Assistant Director, reported on January 29, 2021 Frederick County
will have updated Flood Insurance Rate Maps (FIRMs) from the Federal Emergency Management
Agency (FEMA). She noted, the Flood Insurance Rate Maps are the official community maps that show
special flood hazard areas and the risk premium zones. Ms. Perkins continued, the flood mapping is an
important part of the National Flood Insurance Program, as it is the basis of the NFIP regulations and
flood insurance requirements. FEMA’s flood mapping program is called Risk Mapping, Assessment, and
Planning or Risk MAP; FEMA maintains and updates data through flood maps and risk assessments.
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Frederick County Planning Commission Page 3770
Minutes of December 2, 2020
Ms. Perkins explained, flood insurance is available to property owners in Virginia mostly
through the NFIP, which is administered through FEMA. She noted, while community participation in
the NFIP is voluntary, NFIP flood insurance policies are available only when the locality actively
manages its floodplain by participating in the NFIP. Ms. Perkins shared, when a community joins the
NFIP, the community must ensure that it has adopted a floodplain management ordinance and
enforcement procedures that meet NFIP minimums. In return, the federal government makes flood
insurance available for residents of that community. Ms. Perkins continued, when any changes are made
or when Flood Insurance Rate Maps are updated, community floodplain management ordinances also
must be revised and updated accordingly. DCR provides communities with a model ordinance; the state
model ordinance includes minimum requirements for NFIP participation and highlights higher standards
that communities can implement. She noted, the updated Flood Insurance Rate Maps are effective
January 29, 2021, and revisions to the FP Overlay are required by the DCR to remain a fully compliant
floodplain ordinance. Ms. Perkins shared the primary revisions to the Floodplain Districts:
• Revised – Abrogation and Greater Restrictions 702.05
• New section – Jurisdictional Boundary Changes 702.08
• New section – Letters of Map Revision 702.10
• Revised “Elevation and Construction Standards” 702.18
o New section – Accessory Structures 702.18D
o Revised – Standards for Manufactured Homes and Recreational Vehicles
702.18E
• Revised – Existing Structures in Floodplain Areas – 702.20
• Revised – Factors to be considered in granting variances – 702.21
• New and revised definitions
Ms. Perkins reported, the DCR points out that in some cases, the minimum standards
provide insufficient protection, create a risk of higher than necessary insurance rates, or create a more
complex program; in these cases, DCR recommends specific higher standards.
• § 165-702.20 – Existing Structures in Floodplain Areas (structures/use brought
into conformity when it is changed, repaired or improved)
o The change, when added to all the changes made during a rolling 5-year
period does not constitute 50% of the structure’s value.
Ms. Perkins shared, the DCR explanation is: The DCR has found that not having a time
period for cumulative change can lead to people trying to split work up to avoid hitting the 50% limit
which puts the community in a difficult place with enforcement and increases administrative burdens. Ms.
Perkins concluded, the DRRC discussed this item on November 23, 2020 and recommended approval of
the changes and inclusion of the higher standard pertaining to change to existing structures in floodplain
areas. Commissioner Oates stated he thought the DRRC opted not to keep the rolling 5-year portion. Ms.
Perkins commented that is the item they chose to keep in and they took out the additional free board and
the portion in the definitions. Commissioner Thomas inquired what the downside is. Commissioner
Oates stated the structures value and not size. Commissioner Mohn commented that is the point, the
floodplain regulations are an insurance, so it is all about the value.
-------------
21
Frederick County Planning Commission Page 3771
Minutes of December 2, 2020
ADJOURNMENT
No further business remained to be discussed and a motion was made by Commissioner
Thomas to adjourn the meeting. This motion was seconded by Commissioner Manuel and unanimously
passed. The meeting adjourned at 7:20 p.m.
Respectfully submitted,
____________________________
Kevin W. Kenney, Chairman
____________________________
Michael T. Ruddy, Secretary
22
Planning Commission
Agenda Item Detail
Meeting Date: January 20, 2021
Agenda Section: Public Hearings
Title: Green Spring Agricultural and Forestal District Addition - (Mr. Cheran)
Attachments:
PC01-20-21GreenSpringAgDistrictAddition.pdf
23
COUNTY of FREDERICK
Department of Planning and Development
540/ 665-5651
Fax: 540/ 665-6395
107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000
M E M O R A N D U M
TO: Frederick County Planning Commission
FROM: Mark R. Cheran, Zoning Administrator
RE: Request to Add Parcels 22-A-49, 22-A-47, 22-A-46, 22-A-45, 21-3-23,
21-3-22, 21-3-21, and 21-3-20 owned by Martha Wolfe to the Green
Spring Agricultural and Forestal District.
DATE: January 7, 2021
Please find attached a form from Martha Wolfe, dated November 5, 2020. Ms. Wolfe has
requested to add eight parcels to the Green Spring Agricultural and Forestal District. The
Green Spring Agricultural and Forestal District was established in 2014. The most recent
renewal of this district occurred in September 9, 2020 for a period of five years.
Currently, 385.63+/- acres are contained in this district.
Ms. Wolfe’s desire to add eight parcels totaling 90.86+/- acres to the Green Spring
Agricultural and Forestal District. Section 15.2-4314 of the Code of Virginia, 1950, as
amended, provides property owners with the ability to request to add land to the
Agricultural and Forestal District through a public process via the local governing body.
The Agricultural District Advisory Committee (ADAC) considered this request during
their meeting on December 15, 2020. The ADAC unanimously recommended that the
eight parcels totaling 90.86+/- acres to be added to the Green Spring Agricultural and
Forestal District. The addition of the 90.86+/- acres will increase the Green Spring
Agriculutral and Forestal District to 476.49+/- acres.
Staff will present mapping during the Planning Commission Meeting which delineates
the location of this acreage and its proximity to other land within the Green Spring
Agricultural and Forestal District.
MRC/pd
24
2020-2025 AGRICULTURAL & FORESTAL DISTRICT
GREEN SPRING DISTRICT ADDITION
Staff Report for the Planning Commission
Prepared: January 11, 2021
Staff Contact: Mark R. Cheran, Zoning Administrator
This report is prepared by the Frederick County Planning Staff to provide information to the
Planning Commission and the Board of Supervisors to assist them in making a decision on
this application. It may also be useful to other interested in this matter.
Reviewed Action
Agricultural District Advisory Committee: 12/15/20 Recommended Approval
Planning Commission: 01/20/21 Pending
Board of Supervisors: 02/10/21 Pending
PROPOSAL: A request to add eight parcels totaling 90.86+/- to the Green Spring Agricultural
and Forestal District.
LOCATION AND SIZE: This District is located within the Gainesboro Magisterial District and
currently contains 385.63+/- acres within two (2) parcels managed by two (2) property owners.
It is generally located along Glaize Orchard Road (Route 682) to the south and Green Spring
Road (Route 671) to the east. This request for the addition of 90.86+/- acres would increase the
Green Spring Agricultural and Forestal District to 476.49+/- acres.
EXECUTIVE SUMMARY & STAFF CONCLUSION FOR THE 01/20/21 PLANNING
COMMISSION MEETING:
This is a request to the Planning Commission to increase the Green Spring Agricultural and
Forestal District. Chapter 43, Section 15.2-4300 of the Code of Virginia, 1950, as amended,
requires that these Districts be reviewed by the local government every five years after
establishment. The Green Spring Agricultural and Forestal District during the last renewal
consisted of 385.63+/- acres.
This proposed District request meets the intent of Chapter 43, Section 15.2-433 of the Code of
Virginia, 1950, as amended, and has been evaluated in conjunction with the 2035
Comprehensive Plan. This addition provides an opportunity for the agribusiness community to
conduct long range planning efforts for the management of their operations, while providing a
reserve of agricultural land through the year 2025. The 2020-2025 Green Spring Agricultural
and Forestal District currently consist of 385.63+/- acres. This request of 90.86+/- acres would
increase the Green Spring Agricultural and Forestal District to 476.49+/- acres. The Agricultural
District Advisory Committee (ADAC) unanimously recommended approval of the 90.863+/-acres to
the 2020-2025 Green Spring Agricultural and Forestal District at their meeting on December 15,
2020.
Following a public hearing, a recommendation from the Planning Commission to forward to
the Board of Supervisors would be appropriate.
25
Page 2
Green Spring Agricultural and Forestal District Addition
January 11, 2021
REVIEW EVALUATIONS:
LOCATION AND SIZE: This District is located within the Gainesboro Magisterial District and
currently contains 385.63+/- acres within two (2) parcels managed by two (2) property owners.
It is generally located along Glaize Orchard Road (Route 682) to the south and Green Spring
Road (Route 671) to the east. This request for the addition of 90.86+/- acres would increase the
Green Spring Agricultural and Forestal District to 476.49+/- acres.
AGRICULTURAL & FORESTAL SIGNIFICANCE: The agricultural operation in the
District is 40 percent agriculture (livestock, and crop harvesting) and 60 percent open
space/woodlands. The area within the District is rural in nature.
LAND USE: All parcels within the District are vacant and woodland.
COMPREHENSIVE PLAN: The 2035 Comprehensive Plan of Frederick County provides
guidance when considering land use actions. The location of this proposed District lies outside
the Urban Development Area (UDA) and Sewer and Water Service Area (SWSA) and is not part
of any land use plan or study by the County. The land use within this District of 385.63+/- acres
is vacant. This current land use should remain in its present land use of pristine condition with
land use of vacant and woodland.
The intent of the Rural Areas is to maintain agriculture as a significant portion of the County’s
economy and to maintain the rural character of areas outside of the Urban Development Area.
The Comprehensive Plan can accomplish this by promoting the inclusion of additional land in
Agricultural and Forestal Districts. The Comprehensive Plan Supports the renewal of the District
for it provides an opportunity for the agribusiness community to conduct long range planning
efforts for the management of their operations, while providing a reserve of agricultural land
through the year 2025.
LAKES/PONDS/STREAMS: The District lies within the Green Springs and Babbs Run
drainage areas. These two bodies of water are tributaries to Back Creek. This District will
further assist with managing the quality of County’s water resources.
TOPOGRAPHY: The District generally varies from rolling hills to ridges to the south, west,
and north. Flat and gentle rolling hills are to the east. This District lies within the Green Springs
and Babbs Run drainage area and water is available from ponds, wells and springs.
PRIME AGRICULTURE SOIL: The largest amount of prime agricultural soils located within
District is Weikert-Gainesboro-Berks.
26
21 3 20
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Ad dition
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Note:Frederick County Dept of Planning & Development107 N Kent St. Suite 202, Winchester, VA 22601540 - 665 - 5651Map Created: November 19, 2020
PIN Owner Acre s21 3 20 SHABB, WILLIAM A 5.5321 3 21 SHABB, WILLIAM A 5.1221 3 22 SHABB, WILLIAM A 6.0021 3 23 SHABB, WILLIAM A 6.5522 A 45 SHABB, WILLIAM A & MARTHA WOLFE 2.7522 A 46 SHABB, WILLIAM A & MARTHA WOLFE 22.8822 A 47 SHABB, WILLIAM A 39.6022 A 49 SHABB, WILLIAM A & MARTHA WOLFE 2.43
27
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21 3 20 22 A 4 521 3 21 22 A 4 621 3 22 22 A 4 721 3 23 22 A 4 990.86 Acre Addition
28
29
Planning Commission
Agenda Item Detail
Meeting Date: January 20, 2021
Agenda Section: Public Hearings
Title: South Frederick Agricultural and Forestal District Addition - (Mr. Cheran)
Attachments:
PC01-20-21SouthFrederickAgDistrictAddition.pdf
30
COUNTY of FREDERICK
Department of Planning and Development
540/ 665-5651
Fax: 540/ 665-6395
107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000
M E M O R A N D U M
TO: Frederick County Planning Commission
FROM: Mark R. Cheran, Zoning Administrator
RE: Request to Add Parcels 74-A-3 owned by West Oaks Farm Market, LLC
to the South Frederick Agricultural and Forestal District.
DATE: January 7, 2021
Please find attached a form from West Oaks Farm Market, LLC, dated October 30, 2020.
West Oaks Farm Market, LLC., has requested to add one parcel to the South Frederick
Agricultural and Forestal District. The South Frederick Agricultural and Forestal District
was established in 1980. The most recent renewal of this district occurred in September
9, 2020 for a period of five years. Currently, 6,694.42+/- acres are contained in this
district.
West Oaks Market, LLC desire to add one parcel totaling 200.00+/- acres to the South
Frederick Agricultural and Forestal District. Section 15.2-4314 of the Code of Virginia,
1950, as amended, provides property owners with the ability to request to add land to the
Agricultural and Forestal District through a public process via the local governing body.
The Agricultural District Advisory Committee (ADAC) considered this request during
their meeting on December 15, 2020. The ADAC unanimously recommended that the
one parcel totaling 200.00+/- acres to be added to the South Frederick Agricultural and
Forestal District. The addition of the 200.00+/- acres will increase the South Frederick
Agriculutral and Forestal District to 6,894.42+/- acres.
Staff will present mapping during the Planning Commission Meeting which delineates
the location of this acreage and its proximity to other land within the South Frederick
Agricultural and Forestal District.
MRC/pd
31
2020-2025 AGRICULTURAL & FORESTAL DISTRICT
SOUTH FREDERICK DISTRICT ADDITION
Staff Report for the Planning Commission
Prepared: January 11, 2021
Staff Contact: Mark R. Cheran, Zoning Administrator
This report is prepared by the Frederick County Planning Staff to provide information to the
Agricultural District Advisory Committee, Planning Commission, and the Board of
Supervisors to assist them in making a decision on this application. It may also be useful to
other interested in this matter.
Reviewed Action
Agricultural District Advisory Committee: 12/15/20 Recommended Approval
Planning Commission: 01/20/21 Pending
Board of Supervisors: 02/10/21 Pending
PROPOSAL: A request to add one parcel totaling 200.00+/- to the South Frederick
Agricultural and Forestal District.
LOCATION AND SIZE: This District is located within the Back Creek Magisterial District
and currently contains 6,694.42+/- acres. It is generally located along Cedar Creek Grade (Route
622), Middle Road (Route 628), Marlboro Road (Route 631) and Hites Road (Route 625). This
request for the addition of 200.00 +/- acres would increase the South Frederick Agricultural and
Forestal District to 6,894.00+/- acres.
EXECUTIVE SUMMARY & STAFF CONCLUSION FOR THE 01/20/21 PLANNING
COMMISSION MEETING:
This is a request to the Frederick County Planning Commission to increase the South Frederick
Agricultural and Forestal District. Chapter 43, Section 15.2-4300 of the Code of Virginia, 1950,
as amended, requires that these Districts be reviewed by the local government every five years
after establishment. The South Frederick Agricultural and Forestal District during the last
renewal consisted of 6,694.42+/- acres.
This proposed District request meets the intent of Chapter 43, Section 15.2-433 of the Code of
Virginia, 1950, as amended, and has been evaluated in conjunction with the 2035
Comprehensive Plan. This addition provides an opportunity for the agribusiness community to
conduct long range planning efforts for the management of their operations, while providing a
reserve of agricultural land through the year 2025. With this addition the acreage will be
increase by 200.00-acres. The total acreage of the District after considering addition would
increase from 6,694.42+/- acres to 6,894.00+/- acres. The Agricultural District Advisory
Committee (ADAC) unanimously recommended approval of the 200.00+/-acre to the 2020-
2025 South Frederick Agricultural and Forestal District at their meeting on December 15,
2020.
Following a public hearing, a recommendation from the Planning Commission to forward to
the Board of Supervisors would be appropriate.
32
Page 2
South Frederick Agricultural and Forestal District Renewal
January 11, 2021
REVIEW EVALUATIONS:
LOCATION AND SIZE: This District is located within the Back Creek Magisterial District
and currently contains 6,694.42+/- acres. It is generally located along Cedar Creek Grade (Route
622), Middle Road (Route 628), Marlboro Road (Route 631) and Hites Road (Route 625). This
request for the addition of 200.00 +/- acres would increase the South Frederick Agricultural and
Forestal District to 6,894.00+/- acres.
AGRICULTURAL & FORESTAL SIGNIFICANCE: The agricultural operation in the
District are 90 percent agriculture (orchard, and crop harvesting) and 10 percent open
space/woodlands. The area within the District is rural in nature.
LAND USE: All parcels within the District contain agricultural or residential land uses.
COMPREHENSIVE PLAN: The 2035 Comprehensive Plan of Frederick County provides
guidance when considering land use actions. The District is outside the Urban Development
Area (UDA) and Sewer and Water Service Area (SWSA) and is not part of any land use plan or
study by the County. The current land use should remain in its present land use with orchards,
agricultural, and residential.
The intent of the Rural Areas is to maintain agriculture as a significant portion of the County’s
economy and to maintain the rural character of areas outside of the Urban Development Area.
The Comprehensive Plan can accomplish this by promoting the inclusion of additional land in
Agricultural and Forestal Districts. The Comprehensive Plan Supports the renewal of the District
for it provides an opportunity for the agribusiness community to conduct long range planning
efforts for the management of their operations, while providing a reserve of agricultural land
through the year 2025.
LAKES/PONDS/STREAMS: The District lies primarily within the Opequon Creek and
Stephens Run drainage area. The District will further assist with managing the quality of the
County’s water resources.
TOPOGRAPHY: The District generally varies from rolling hills to ridges to the north, west,
south and east. This District lies within Opequon Creek watershed and water is available from
ponds, wells and springs.
PRIME AGRICULTURE SOIL: The largest amount of prime agricultural soils located within
the District is Frederick-Poplimento.
33
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Ad dition
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2020-2025 South Frederick AdditionAgricultural & Forestal District
I 0 0.15 0.30.0 75 Miles
Note:Frederick County Dept of Planning & Development107 N Kent St. Suite 202, Winchester, VA 22601540 - 665 - 5651Map Created: November 19, 2020
PIN Owner Acres74 A 3 WEST OAKS FARM MARKET LLC 200.00
34
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District Acreage: 6,894.42 Ac.I 0 0.85 1.70.4 25 MilesNote:Frederick County Dept of Planning & Development107 N Kent St. Suite 202, Winchester, VA 22601540 - 665 - 5651Map Created: November 19, 2020
74 A 3200 Acre Addition
35
36
Planning Commission
Agenda Item Detail
Meeting Date: January 20, 2021
Agenda Section: Information/Discussion Items
Title: Site Plan #18-20 - Senseny Place - (Mr. Klein)
Attachments:
PC01-20-21SP18-20.pdf
37
SITE PLAN #18-20
Senseny Place
Staff Report for the Planning Commission
Prepared: January 5, 2021
Staff Contact: M. Tyler Klein, AICP, Senior Planner
This report is prepared by the Frederick County Planning Staff to provide information to the Planning
Commission and the Board of Supervisors to assist in the review of this application. It may also be
useful to others interested in this zoning matter.
Reviewed Action
Planning Commission: 01/20/21 Pending
Board of Supervisors: 02/10/21 Pending
PROPOSAL: The Applicant seeks to develop 63 multifamily housing units (senior residential
development) and a church on 4.971-acres of land zoned RP (Residential Performance) Zoning District.
MAGISTERIAL DISTRICT: Red Bud
PROPERTY ID NUMBERS: 54-A-128
LOCATION: The subject property is located on the northside of Senseny Road (Route 657), generally
west of Williams Road and generally east of Boundary Avenue.
PROPERTY ZONING & PRESENT USE:
Zoned: RP (Residential Performance) Use: Church
ZONING & PRESENT USE OF ADJOINING PROPERTIES:
North: RP (Residential Performance) Use: Multifamily Residential
South: RP (Residential Performance) Use: Single-Family Detached
East: B1 (Neighborhood Business) Use: Vacant
RP (Residential Performance) Use: Single-Family Attached (Townhomes)
West: RP (Residential Performance) Use: School
STAFF CONCLUSIONS FOR THE 01/20/21 PLANNING COMMISSION MEETING:
The Applicant previously received a waiver of the Master Development Plan (MDP) requirement on
December 11, 2019 and has chosen to process a site plan in lieu of the MDP. When processing a site plan
in lieu of the MDP, the application must be presented to the Planning Commission and the Board of
Supervisors as an informational item. The Site Plan for Senseny Place appears to be consistent with the
approved proffers for Rezoning #02-18 for St. Paul’s on the Hill, and with the requirements of Article
VIII, Development Plans and Approvals, of the Frederick County Zoning Ordinance and is in a form that
is administratively approvable.
The Board of Supervisors would also need to grant the residential separation buffer modification request
pursuant to §165-203.02(C)(7) as part of their consideration of the site plan.
Following presentation of the application to the Planning Commission and the Board of Supervisors, and
the incorporation of your comments, staff is prepared to approve the site plan.
38
SP #18-20, Senseny Place
January 5, 2021
Page 2
REVIEW EVALUATIONS:
Virginia Department of Transportation: A VDOT review has been conducted for the Senseny Place
Site Plan, signature dated December 3, 2020. Based off of the review of the Drawings, all of the previous
VDOT comments have been addressed and the Site Plan is approved by our office. Please ensure that all
applicable agencies have the most recent set of approved Drawings.
We offer the following general comments:
• Our review and comments are general in nature. Should details be overlooked during plan review
or conditions in the field exist such that additional measures are warranted, such measures shall
be completed to the satisfaction of the department.
• Materials used and methods of construction shall adhere to the current observed VDOT Road and
Bridge Specifications, Road and Bridge Standards, Manual on Uniform Traffic Control Devices,
and Land Use Permit Special Provisions.
• A preconstruction conference shall be held by the engineer and/or the developer with the
attendance of the contractor, various County agencies, utility companies, and VDOT prior to
initiation of work.
• All drainage is to be carried within the right-of-way in ditch lines or gutters along the street to a
pipe or drainage easement.
• Any construction related changes to the approved plan must come through the design engineer to
VDOT for approval. Please allow a minimum of 5 business days for VDOT review.
• A Land Use Permit shall be obtained before any work is performed on the State’s right-of-
way. The permit is issued by this office and may require application fees, the salary & expenses
of a State assigned inspector, and surety bond coverage.
Please see attached email dated December 12, 2020.
Frederick County Fire Marshal: Approved as drawn.
Please see attached letter dated April 29, 2020.
Frederick County Inspections: Proposed Residential apartments and religious worship structures shall
comply with the 2015 Virginia Uniform Statewide Building Code, 2015 Virginia Building Code (VBC);
Section 305 Assembly Use Group, Section 310, Residential Use Group. Other code that applies is ICC
A117.1-09 Accessible and Usable Buildings and Facilities and the Virginia Energy Code 2015.
Demolition permit is required. An asbestos permit is required. If asbestos is found, an asbestos abatement
permit will be required. Retaining walls require a permit and inspections.
Proposed structure shall comply with height and area as specified in Table 506 with applicable increases.
Building is provided with NFPA 13 sprinkler system as required. FDC located on the plans.
39
SP #18-20, Senseny Place
January 5, 2021
Page 3
Location of the structure from adjacent property lines shall comply with T601/602 of the Virginia
Building Code.
All required egress shall be handicap accessible. Handicap parking shall be provided per Section 1106.06
(Where multiple accessible entrances are provided; parking shall disperse). Signage shall comply with
VBC 1106.8.
Special inspection requirements of Chapter 17 of VBC shall apply to this type of structure. (soils, concrete,
steel, etc.)
Please see attached letter dated May 5, 2020.
Frederick County Public Works: Upon review of the revised site plan April 20, 2020, we recommend
approval of the subject plan.
Please see attached email dated December 4, 2020.
Frederick Water:
Please see attached letter dated November 19, 2020.
Frederick County Park & Recreation:
Please see attached email November 23, 2020.
City of Winchester:
See comment letter dated December 4, 2020.
Planning & Zoning:
A) Master Development Plan Requirement
A Master Development Plan is required prior to development of this property. The Applicant
previously received a waiver of the Master Development Plan (MDP) requirement on December
11, 2019 and has chosen to process a site plan in lieu of the MDP. When processing a site plan
in lieu of the MDP, the application must be presented to the Planning Commission and the Board
of Supervisors as an informational item.
B) Site History
The subject properties comprising this site plan were approved with proffers through Rezoning
(REZ) application #02-18 (at that time known as St. Paul’s on the Hill).
C) Site Suitability & Project Scope
Comprehensive Plan:
The 2035 Comprehensive Plan is an official public document that serves as the Community's
guide for making decisions regarding development, preservation, public facilities and other key
components of community life. The primary goal of this Plan is to protect and improve the living
40
SP #18-20, Senseny Place
January 5, 2021
Page 4
environment within Frederick County. It is in essence a composition of policies used to plan for
the future physical development of Frederick County.
Land Use Compatibility:
The subject parcels comprising this site plan, Senseny Place, are located within the County’s
Urban Development Area (UDA) and Sewer and Water Service Area (SWSA). The UDA defines
the general area in which more intensive forms of development will occur. In addition, the
property is located within the Senseny/Eastern Frederick Urban Area Plan of the 2035
Comprehensive Plan. The Plan envisions the subject properties to develop as residential.
The site plan, as proposed, generally meets the 2035 Comprehensive Plan vision for this area of
the County.
Site Access and Transportation:
Access to the site is provided directly from Senseny Road (Route 657) via a private driveway.
The site plan also depicts future right-of-way dedication (approximately 44-feet wide) and a 10-
foot (FT) wide hiker/biker trail along Senseny Road, which is a planned improve major collector
roadway identified in the 2035 Comprehensive Plan.
Zoning Ordinance:
The site is in general conformance with the applicable Zoning Ordinance standards for the RP
(Residential Performance) Zoning Districts. The site plan also addresses the required setbacks
(i.e. building restriction lines), residential development standards (density, parking, open space,
recreation units) and buffers and screening required by the Code. The Applicant received a
parking waiver from the Zoning Administrator on January 24, 2019 to reduce the number of
required parking spaces for the proposed multifamily residential building and church from 184
parking spaces (as required by the Zoning Ordinance) to 94 parking spaces (as noted on Sheet 2
of the site plan dated December 3, 2020). A covenant guaranteeing future parking (if needed) was
reviewed by staff and will be recorded prior to site plan approval.
The Applicant/Owner has also requested a Category B Type Buffer modification from the Board
of Supervisors per the exemption contained in the Frederick County Zoning Ordinance §165-
203.02(C)(7) where an existing utility (sanitary sewer) conflicts (crosses) the buffer area near the
adjoining townhome development. A 6-foot (FT) tall fence is being provided along the boundary
adjacent to the townhomes expect in locations where the utility conflicts. No plantings will be
provided (as proposed) within the utility easements. Details and notes regarding this modification
are on Sheet 43 of the site plan. The Board of Supervisors would need to grant the residential
separation buffer modification, as described above, as part of their consideration of the site plan.
STAFF CONCLUSIONS FOR THE 01/20/21 PLANNING COMMISSION MEETING:
The Applicant previously received a waiver of the Master Development Plan (MDP) requirement on
December 11, 2019 and has chosen to process a site plan in lieu of the MDP. When processing a site plan
in lieu of the MDP, the application must be presented to the Planning Commission and the Board of
Supervisors as an informational item. The Site Plan for Senseny Place appears to be consistent with the
approved proffers for Rezoning #02-18 for St. Paul’s on the Hill, and with the requirements of Article
VIII, Development Plans and Approvals, of the Frederick County Zoning Ordinance and is in a form that
is administratively approvable.
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SP #18-20, Senseny Place
January 5, 2021
Page 5
The Board of Supervisors would also need to grant the residential separation buffer modification request
pursuant to §165-203.02(C)(7) as part of their consideration of the site plan.
Following presentation of the application to the Planning Commission and the Board of Supervisors, and
the incorporation of your comments, staff is prepared to approve the site plan.
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105BOUNDARYAVE
1518SENSENY RD 1532SENSENY RD
1542SENSENY RD
1548SENSENY RD 1562SENSENY RD 1570SENSENY RD 1582SENSENY RD 1592SENSENY RD 1604SENSENY RD
1508SENSENY RD
1538SENSENY RD
1597SENSENY RD 1611SENSENY RD
1488SENSENY RD
100WILLIAMSON PL
101WILLIAMSON PL
1481SENSENY RD
301KASSIE LN
107WILLIAMSON RD
109WILLIAMSON RD
113WILLIAMSON RD
115WILLIAMSON RD
117WILLIAMSON RD
119WILLIAMSON RD
186VILLAGE CT
188VILLAGE CT
211MEADE DR
121WILLIAMSON RD
190VILLAGE CT 212MEADE DR
192VILLAGE CT
210MEADE DR 209MEADE DR 123WILLIAMSON RD
222MASSIE DR
194VILLAGE CT
125WILLIAMSON RD
WILLIAMSON PL
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SENSENY RD
Application
Sewer and Water Service A rea
Parcels
B1 (Neighborhood Business District)
RP (Residential P erform ance District)µ
Frederick C ounty Planning & Development107 N Kent StWinchester, V A 22601540 - 665 - 5651Map Created: December 29, 2020
Winchester
SENSENY RD
GREENWOOD RDRIDGE RDMILAM DRVILLAGE CTD E W B E R R Y D R FAIRFIELD DRCOUNTRY PARK DROAK RIDGE LNJENI CT
MEADE DRCRESTLEIGH DRP O TO M A C P L0 180 36090 Feet
SP #18-20
SP # 18 - 20: Senseny PlacePIN: 54 - A - 128Senior Residential Building and Future ChurchZoning Map
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54 A 128
105BOUNDARYAVE
1518SENSENY RD 1532SENSENY RD
1542SENSENY RD
1548SENSENY RD 1562SENSENY RD 1570SENSENY RD 1582SENSENY RD 1592SENSENY RD 1604SENSENY RD
1508SENSENY RD
1538SENSENY RD
1597SENSENY RD 1611SENSENY RD
1488SENSENY RD
100WILLIAMSON PL
101WILLIAMSON PL
1481SENSENY RD
301KASSIE LN
107WILLIAMSON RD
109WILLIAMSON RD
113WILLIAMSON RD
115WILLIAMSON RD
117WILLIAMSON RD
119WILLIAMSON RD
186VILLAGE CT
188VILLAGE CT
211MEADE DR
121WILLIAMSON RD
190VILLAGE CT 212MEADE DR
192VILLAGE CT
210MEADE DR 209MEADE DR 123WILLIAMSON RD
222MASSIE DR
194VILLAGE CT
125WILLIAMSON RD
WILLIAMSON PL
K
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SENSENY RD
Application
Sewer and Water Service A rea
Parcels µ
Frederick C ounty Planning & Development107 N Kent StWinchester, V A 22601540 - 665 - 5651Map Created: December 29, 2020
Winchester
SENSENY RD
GREENWOOD RDRIDGE RDMILAM DRVILLAGE CTD E W B E R R Y D R FAIRFIELD DRCOUNTRY PARK DROAK RIDGE LNJENI CT
MEADE DRCRESTLEIGH DRP O TO M A C P L0 180 36090 Feet
SP #18-20
SP # 18 - 20: Senseny PlacePIN: 54 - A - 128Senior Residential Building and Future ChurchLocation Map
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1COVER SHEET1" = 1000'SENSENY PLACESITE DEVELOPMENT PLANRED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VASP# 18-20UTILITY 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'OWNERTRUSTEE'S OF ST. PAUL'S ONTHE HILL EPISCOPAL CHURCH1527 SENSENY ROADWINCHESTER, VA 22602(540) 667-8110DEVELOPERWESLEY HOUSING DEVELOPMENT CORPORATION5515 CHEROKEE AVENUE SUITE 200ALEXANDRIA, VA 22312(571) 308-2102SENSENY PLACERED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VA04/20/2020RLK/KASDWG# 19-03376387WPlan RevisionsRev No. Rev DateComment01 04-29-2020CITY OF WINCHESTER PUBLIC SERVICES COMMENTS02 05-12-2020CITY OF WINCHESTER PUBLIC SERVICE COMMENTS03 06-19-2020FREDERICK COUNTY PUBLIC WORKS COMMENTS04 07-13-2020FREDERICK COUNTY PUBLIC WORKS COMMENTS05 09-30-2020 VDOT & FREDERICK WATER COMMENTS06 10-26-2020VDOT COMMENTS07 11-12-2020FREDERICK WATER COMMENTS08 11-30-2020CITY OF WINCHESTER PUBLIC SERVICE COMMENTS09 12-03-2020VDOT COMMENTSDATEAPPROVALZONING ADMINISTRATOR* SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET 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 VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVGas: Washington GasP.O. Box 2400Winchester, VA 22604(540) 868-7923VerizonP.O. Box 17398Baltimore, MD 21297(301) 954-6282Water/Sewer: City of Winchester Public Utilities15 North Cameron StreetWinchester, VA. 22601(540) 667-1815Power: Rappahannock Electric Coop137 Kelly CourtFront Royal, VA 226301-800-552-3904Communications: Comcast Comunications195 Rainville RoadWinchester, VA 22602(540) 504-0942Sheet IndexSheet Number Sheet TitleRevisionNoRevisionDate1 Cover Sheet 2General Notes and Legend05 09-30-20203Project Information and Proffers 4Boundary and Existing Topo05 09-30-20205ALTA NSPS Land Title Survey (Painter-Lewis) 6 Demolition Plan 05 09-30-20207 E&S Phase I 05 09-30-20208 E&S Phases I & II For Entrance Road 05 09-30-20208A E&S Phase I & II Offiste Water & Sewer 05 09-30-20209 E&S Phase II 05 09-30-202010 E&S Narrative 03 06-19-202011 E&S Details 03 06-19-202012 E&S Details 03 06-19-202013 E&S Details 14 Site Plan 06 10-26-202015Road Improvememt Plan08 11-30-202016Grading Plan07 11-12-202017Utility Plan08 11-30-202017AUtility Plan - Offsite Water & Sewer08 11-30-202018 Site Distance -- --19Pavement Marking Plan05 09-30-202020Life Safety Plan-- --21BMP Map & VRRM Summary-- --22SWM Divides Map-- --23 SWM Details 24Sanitary Sewer Profiles08 11-30-202024ASanitary Sewer - Private Pump Station05 09-30-202025 Storm Sewer Profiles 05 09-30-202026 Storm Sewer Profiles 06 10-26-202027 Waterline Profiles 07 11-12-202028Storm Sewer Computations06 10-26-202028AStorm Sewer HY8 Computations05 09-30-202029Retaining Wall Profile05 09-30-202030 VDOT Details 09 12-03-202031 VDOT Details 09 12-03-202031A VDOT Details 05 09-30-202031B VDOT Details 01 10-26-202032 Site Details 03 06-19-202032A Site Details 05 09-30-202033Winchester City Details 34 Frederick Water Details 07 11-12-202034A Frederick Water Details 07 11-12-202035Landscape Plan07 11-12-202036Lighting Plan 37Auto-Turn Simulation 0509-30-2020Rev. No.Date0912-03-20200912-03-202059
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERING54-A-1281527 Senseny Road4.971 Acres Per ALTA Survey (5.19 Acres per Frederick County GIS)5.30 AcresRP - Residential Performance District w/Proffers (RZ#02-18)ChurchChurch & Senior ResidentialMultifamily Residential Other - Church35'35' 35'50' 50'50' 15'175.7' 106.0'175.7' 106.0'332.4' 560.9'56.8' 80.8'60' (80' if Setbacks Increased per Code) Other - Church: 45'60' 45'10'5'5'10'10'10'Total Lot Area = 4.971 Acres = 222,156 SFTotal Units = 63 UnitsUnits/Acre = 12.67 < 20 Max93 Spaces = 1 per 3 Church Seats (84 Seats x 13 = 28), 0.8 per 1 Bedroom Units (43 Unitsx 0.8 = 35) & 1.5 per 2 Bedroom Units (20 Units x 1.5 = 30)94 Spaces (29 Church & 65 Residential) (See Parking Waiver Dated January 24, 2019 onSheet 3. The original concept was for 71 units and the proposed residential building hasbeen reduced to 63 units with parking adjusted accordingly.)4 Spaces per Table 1106.1 VCC8 Spaces (2 Church & 6 Residential)Required: 30%, 4.971 Acres x 0.30 = 1.49 Acres OR 64,961 SFProposed: 51.72%, 2.571 Acres or 111,993 SFRequired: 2.1 units at $32,500 = $68,250Proposed:Trail, Community Room, Fitness Room & 3 Pieces of Equip. = $184,882All lighting shall conform to section 165-201.07 of the Frederick County zoning ordinanceAll signs shall conform to 165-201.06 of the Frederick County zoning ordinance. Afreestanding monument sign, not to exceed 15-FT in height and 100 square feet (SF) insign area, is permitted. A separate sign permitted is required.1. Construction may not begin until plans are approved and a pre-construction meeting has been held.2. These plans are in conformance with Frederick County standards and ordinances, any deviation or change in theseplans shall be approved by the Zoning Administrator prior to construction.3. The Master Development Plan (MDP) requirement was waived by the Planning Director on December 11, 2019 as theapplicant has chosen to process a site plan in lieu of an MDP (§165-801.03(A)(5)).PROPOSED SAN. LAT. CLEANOUTPROPOSED CENTERLINEEXISTING SPOT ELEVATIONSTORM DRAIN STRUCTURE IDENTIFIERSANITARY MANHOLE IDENTIFIERPROPOSED SPOT ELEVATIONEXISTING CURB AND GUTTERPROPOSED EDGE OF PAVEMENTEXISTING EDGE OF PAVEMENTPROPOSED STORM SEWER WITH INLETEXISTING STORM SEWER WITH INLETPROPOSED TELEPHONE LINEEXISTING TELEPHONE LINETRANSITION TO REVERSE CURBPROPOSED CURB AND GUTTERPROPOSED ELECTRIC SERVICEEXISTING ELECTRIC SERVICEPROPOSED SANITARY SEWER WITH MANHOLEEXISTING SANITARY SEWER WITH MANHOLEPROPOSED GAS LINEEXISTING GAS LINEFENCELINEFLOW LINE PROPOSED WATERLINE W/ TEEPROPERTY LINEEXISTING TELEPHONE PEDESTALEXISTING WATERLINE W/ TEEEXISTING UTILITY POLE/GUIDE WIRESIGNSPROPOSED REDUCEREXISTING FIRE HYDRANT/VALVE/METERINDICATES THE NUMBER OF TYP. PARKING SPACESPARKING INDICATORHANDICAP PARKINGPROPOSED BUILDING ENTRANCEVEHICLES PER DAY COUNTPROPOSED FIRE HYDRANT/VALVE/METERLIGHT POLEEXISTING TREE LINEEXISTING EASEMENTPROPOSED EASEMENT EXISTING CENTERLINEEXISTING INDEX CONTOUREXISTING INTERMEDIATE CONTOURPROPOSED CONTOURParcel Identification No.Street Address:Project Site Area:Disturbed Area:Current Zoning:Current Use:Proposed Use:Required Setbacks:Public Street or Highway ROWFront:Rear:Side:Provided Setbacks:Public Street or Highway ROWFront:Rear:Side:Maximum Building Height:Proposed Building Height:Parking Setback:Front:Rear:Side:Sign Setback:Front:Rear:Side:Density:Parking Required:Parking Provided:ADA Parking Required:ADA Parking Provided:Open Space Calculations:Recreation Facilities:Outdoor Lighting:Signs:PROJECT INFORMATIONLEGENDNOTESFIRE MARSHAL'S NOTEGENERAL PLAN AND CONSTRUCTION NOTESVDOT GENERAL NOTESFire lane markings and signage:Any "No Parking" signs and yellow painted curb locations will be installedby field inspection at the direction of the Fire Marshal's Office.V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department ofTransportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment ControlRegulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between theStandards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration(OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with thecurrent edition of VDOT’s Work Area Protection Manual. A transportation management plan needs to be submitted forapproval and land use permit issued prior to any execution of work within the VDOT right of way. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junctionboxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer tolocate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval ofthese plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemednecessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of thedeveloper. V6. If required by the local VDOT Land Development Office, a pre-construction conference shall be arranged and held by theengineer and/or developer with the attendance of the contractor (s), various County agencies, utility companies and VDOTprior to initiation of work. V7. The contractor shall notify the local VDOT Land Development Office when work is to begin or cease for any undeterminedlength of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V8. The contractor shall notify the Traffic Operations Center at (540) 332-9500 for any traffic control plan that impacts a VDOTmaintained Interstate or Primary roadway to provide notification of the installation and removal of the work zone. V9. The contractor shall be responsible for maintaining a VDOT permitted temporary construction entrance(s) in accordance withSection 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected bythis project shall be maintained through construction. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches coverand when possible shall be installed under roadway drainage facilities at conflict points.V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during thecourse of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in thatvicinity until an adequate design can be determined by the engineer and approved by VDOT.V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior toplacement of fill. A VDOT representative shall be present to insure the soil sample(s) obtained for CBR’s is representativeof the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified andlabeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with allapplicable VDOT standards and procedures.V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in accordance withthe lift thicknesses, density and moisture requirements as specified in the current VDOT Road and Bridge Specifications.Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise.V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT.V16. A post installation visual/video camera inspection shall be conducted by the Contractor on all pipes identified on the plans asstorm sewer pipe and a select number of pipe culverts. For pipe culverts, a minimum of one pipe installation for each size ofeach material type will be inspected or ten percent of the total amount for each size and material type summarized. All pipeinstallations on the plans not identified as storm sewer pipe shall be considered as culvert pipe for inspection purposes.Additional testing may be required as directed by the Area Land Use Engineer or their representative.V17. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum designstandards and is the responsibility of the developer.V18. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by thedeveloper in accordance with the Manual On Uniform Traffic Control Devices.V19. The developer shall provide the VDOT Land Development Office with a list of all material sources prior to the start ofconstruction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the localVDOT Land Development Office prior to acceptance of the work. Unit and total prices may be obscured.V20. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will bedetermined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications andVTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted toVDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified andgiven the opportunity to be present during the construction and testing of the density control strip.V21. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications.Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compactiontechnician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specifiedotherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction andtesting 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 belowthe bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings offoundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply withVDOT Road and Bridge Standard PB-1. 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.V23. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT’sinstallation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete.V24. Approval of these plans shall expire five (5) years from the date of the approval letter.V25. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT.V26. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposedfoundation elevation to determine the type and condition of the foundation. The contractor shall submit copies of boreholelogs and report findings of foundation exploration to the engineer and VDOT for approval prior to constructing box.Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Contrary to the Standard, where rock isencountered and cast-in-place box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, orotherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall bedetermined by the engineer and approved by VDOT.V27. The contractor/developer and subcontractors will be required to submit detailed Maintenance of Traffic plans for the work tobe pursued throughout the life of the project for review and consideration of approval by the VDOT Engineer. Additional MOTplans may be required that combine or require revisions to the existing TTC's in the latest edition of the Virginia Work AreaProtection Manual. The VDOT Engineer shall be afforded at least 14 days to review MOT submittals for consideration ofapproval.GENERAL1. Greenway Engineering, Inc. (GE) has issued this plan set based on project criteria dictated by the client and municipal codes.This plan set is not considered complete or appropriate for construction until ALL necessary agencies have given approval ANDthis plan set is signed and sealed by a licensed professional. Any work, planning, scheduling, material purchases and/orconstruction prior to approvals and licensed/professional sealing will be performed at the risk of the personnel authorizing work.GE shall be held harmless from all costs, time delays and/or material changes incurred on any work that is preformed prior tothis plan set being approved and sealed.2. The approval of these plans in no way relieves the Developer, Contractor, Subcontractor, or any of their agents of any legalresponsibility which may be required by the code of Virginia or any County enacted local ordinance, nor does it guarantee theissuance of any required permits by the City, County, State, VDOT or any other governing Agency.3. An approved set of plans as well as all applicable permits and required documents must be available at the construction site atall times during construction. A representative of the Developer must be available at all times.4. GE and/or the Engineer shall not not be responsible for or have control over or charge of construction means, methods,techniques, sequences or procedures, nor for safety precautions and programs in connection with any work shown on theseplans. GE and/or the Engineer is not responsible for any Contractor's schedules or failure to carry out the work. GE and/or theEngineer is not responsible for acts of omissions by the Contractor, Subcontractor, or their agents, employees, or any otherperson performing portions of the work.5. Methods and materials used in the construction of the improvements herein shall conform to current City and CountyConstruction Standards and Specifications and/or current VDOT Standards and Specifications. Should a conflict betweendesign specifications and these plans occur the most stringent requirement shall apply.6. The Developer and/or Contractor shall be responsible for constructing the site in accordance with the approved plans andconstruction documents and the scope of work shall conform with grades, depths, dimensions, ect. shown hereon.7. All known cemetery and/or gravesite locations have been identified on these plans. Any cemetery or gravesite shown on theseplans shall be marked and protected in accordance with state law. The developer or contractor shall be responsible formarking, installing protecting and maintaining protection of any known sites during construction and in the event that anyunknown gravesites is discovered during construction, the Owner and Engineer must be notified immediately and adequateprotection from construction shall be installed immediately.PERMITS AND INSPECTIONS1. The Developer or his agent shall be responsible for obtaining all required permits from the appropriate State and/or localagencies and to comply with their requirements and all applicable National, State and Local laws and shall be responsible forobtaining any required permits from the Virginia Department of Environmental Quality (DEQ) or the United States Army Corp ofEngineers for any plan wetland disturbance as may be shown on these plans. They shall also be responsible the identificationand delineation of any wetlands that may be present on the construction site.2. Prior to the initiation of any land disturbing activities the Responsible Land Disturber, Developer, or the Contractor shall obtaina Land Disturbance Permit from the Frederick County Public Works Department and shall be responsible for filing a VirginiaStormwater Management Program (VSMP) registration statement for the construction site as required by law . They shall alsobe responsible for obtaining and maintaining on site a Stormwater Pollution Prevention Plan (SWPPP). The approval of theseplans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment ControlHandbook.3. Upon completion of all construction activities and permanent site stabilization, the Developer shall submit to Frederick CountyPublic Works Department a DEQ Notice of Termination form, a copy of the sites construction inspection log book, an engineercertified red-lined as-built of the approved plans with computations for all permanent stormwater management facilities, waterquality, and stormwater conveyance systems, a recorded copy of the required BMP Maintenance Agreement (if needed) , anyVSMP Permit maintenance fees (if required), and a written request to Frederick County Planning for bond release. TheDeveloper shall also schedule a Final on site inspection with Frederick County Public Works Department.4. The Contractor, Owner or Developer must obtain a VDOT Land Use Permit (Entrance) from the Office of the Resident Engineer,Virginia Department of Transportation (VDOT) and provide to Frederick County prior to any construction activities within existingState right-of-way.5. The Contractor, Owner or Developer shall be responsible for scheduling all required State and local inspections and for thesecuring of any third party inspection/testing service to insure construction compliance with these plans and specifications andshall keep and maintain a site inspection log book. It is Greenway Engineering's recommendation that a third partyinspection/testing service be employed to ensure that project is compliant and that materials installed meet the details andspecifications in these plans.6. Any retaining wall 2 ft. or greater in height shall designed by a Structural Engineer require the issuance of a separate buildingpermit.7. Individual sign permits will be required from the Zoning Office for all free standing and/or facade signs prior to erecting the signand may require a separate building permit.UTILITIES1. The location of existing utilities shown in these plans are taken from existing available records and may not be representative ofexact locations. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilitiesas 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 conflictsarising from this existing utility verification or if during the course of construction, any object of an unusual nature isencountered, the contractor shall cease work in that area and immediately notify Greenway Engineering at (540) 662-4185and/or the proper authority. Greenway Engineering or any engineer associated with these plans shall not be responsible orliable for any construction cost that may be associated with the installation or reinstallation any utility or other improvements ifnot notified of any discrepancies between actual field conditions and the approved plan.2. The developer will be responsible for the relocation of any existing utilities which may be required as a result of his project. Anyrequired relocation of existing utilities should be completed prior to construction.3. The Developer and/or Contractor shall be responsible to supply all utility companies with copies of the approved plans andadvise them that all grading shall conform to the approved plans, and further that the utility companies shall be responsible forhonoring these plans and the finished grades in the installation of their utility lines.4. All proposed utilities to be located underground.5. The Developer and/or Contractor shall notify operators who maintain underground utility lines in the area of proposedexcavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement ofexcavation or demolition.6. The developer shall be responsible for notifying City of Winchester and all other appropriate utility companies prior toconstruction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerningpermits, cut sheets, and connections to existing lines.7. All sanitary sewers, water mains and appurtenances shall be constructed in accordance with the current standards andspecifications of City of Winchester.8. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided tothe City of Winchester Public Works Department prior to issuance of grading and/or site development permits.9. The developer shall be responsible for any damage to the existing streets and/or utilities which may occur as a result ofconstruction within or contiguous to an existing right-of-way or utility.10. All stormwater piping and structures shown on these plans are only accurate to the inlet or manhole locations as shown hereon.Detail design of stormwater structures were not provided to Greenway Engineering. Actual pipe alignments will be based upondeveloped structural shop drawings as provided by the manufacturer. Contractor shall make adjustments to pipe alignmentsbase on provided shop drawings. Greenway Engineering will not be held responsible or liable for any discrepancies or changescaused by the structural design. Contractor may submit shop drawings to Greenway Engineering for review and approval atcontractor's expense. Shop drawings will be reviewed for compliance with design plans. The Owner or Developer will beresponsible for any redesign as a result of structural shop drawing design.11. All parking lot/street light and dry utility design shall be performed and provided separately by others. All dry utility, structuralbase design, electrical design, photometrics and or other lighting information shown hereon is as specified by others and isincluded for informational purposes only, as directed by the Owner, Developer and/or public agency requirements. GreenwayEngineering has not performed any lighting and/or dry utility design and does not warrant and is not responsible for the degreeand/or adequacy of illumination on this project or the adequacy of the dry utility to service the site. Any changes to the lightingdesign, once the plan is approved, shall be approved by the County prior to installation.SITEWORK1. Refer to the Geotechnical Engineer Report for methods, materials and details for construction of all earthwork activities.2. All vegetation, root material, topsoil, and any other unsuitable material shall be removed from the construction limits of the sitebefore removal or placing of fill material. Earthwork clearing shall extend a minimum of 10' beyond all building and pavementlimits with an additional 1 foot of clearance for each foot of fill required.3. Controlled (Structural) fills shall be compacted to 95% of maximum dry density as determined by method "A" per standardproctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable (Non-structural fills 85% to 90%). Structural fills shall extend aminimum of 5' beyond the limits of all foundation elements at bearing elevation. Density shall be certified by a registeredprofessional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report hasbeen prepared, it should supersede the requirements in this note. No visual pumping, no rocks larger than 6-inches. Materialsclassified as OL, OH, MH or PT are not suitable for use as structural fill. All fill should be placed on stable subgrades. Fill shouldnot be placed on surfaces that are muddy or frozen, or have not been approved by testing and/or proof-rolling. All fill materialcompacted by heavy compaction equipment should be placed in maximum 10-inch loose lifts. All fill material compacted byhand-operated tampers or light compaction equipment should be placed in maximum 4-inch loose lifts. Fill placed on slopingground should be properly benched into residual soils such that a smooth interface will not be present. Fill material placedbelow and extending 10 feet beyond the foundations for the structure should be compacted to at least 98% of maximum drydensity as determined by the Standard Proctor Test Method (ASTM-D698).4. All fills greater than 2 feet shall require compaction testing.5. All fills with slopes steeper than 3:1 or more than 10 feet in height shall require a Slope Stability Analysis.6. All fill embankments being constructed against slopes of existing embankments or hillsides; or across existing embankments,hillsides, and depressions at a skew angle of 30 degrees or more or slopes are steeper than 4:1 shall be benched in a series ofhorizontal cuts beginning at the intersection with original ground and continuing at each vertical intersection with the previouscut. Material removed during benching shall be placed and compacted as embankment material. For existing slopes steeperthan 4:1 but less than 1 12:1, the bench shall be a minimum of 6 feet wide. For existing slopes steeper than 1 12:1 but less than12:1, the bench shall be a minimum of 4 feet wide.7. All pavement sections shown on these approved plans are based on a minimum CBR value of 6 and are for preliminary designonly. Final pavement design shall be based upon actual CBR values. The Contractor or Developer shall be responsible for fieldtests per VDOT standards to obtain actual CBR values for final design. Final pavement designs will be approved by VDOTand/or the Owner/Developer, which ever applicable, prior to installation. GE shall be held harmless from all costs, time delaysand/or material changes incurred on any work that is preformed prior to final pavement design approval.8. Concrete for pads and/or sidewalks shall be a minimum Class A3 or 3000 psi (with air) and shall be placed in accordance toACI practices or as otherwise specified per structural design. All concrete areas requiring a separate permit shall be designedby a registered professional structural engineer.9. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering publicstreets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary toinsure that public streets are maintained in a clean, mud and dust free condition at all times.10. Warning signs, markers, barricades or flagmen should be in accordance with the State and Federal Manual on Uniform TrafficControl Devices (MUTCD).11. The exact location of all guard rails and paved ditches will be determined by VDOT personnel. "A joint inspection will be heldwith the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) todetermine if and where guard rail and/or paved ditches will be needed. The developer will be responsible for providing guardrailand paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Railand Paved Ditch Specifications.12. Any changes to the approved Landscape Plan shall be approved approved by the County prior to installation.13. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6"diameter and conform to VDOT standard SB-1.14. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacleshall be provided at the construction site.15. All excavations shall be benched according to OSHA regulations to permit safe entry.PERMANENT STORMWATER MANAGEMENT EMBANKMENTS1. Satisfactory fill materials for use in constructing permanent stormwater management facility embankments shall includematerials classified in ASTM D-2487 as GC, GM, SC, SM, CL, or MI groups. Soils must contain a minimum of 20% plus No. 200sieve and be "Well Graded" material, with no stones greater than 6 inches, mixed with the clay. A minimum of three samplesshall be classified.2. All fill areas shall be "Keyed In" and compacted in horizontal layers not to exceed a maximum loose lift of 8 inches thick. All fillshall be compacted with a sheepsfoot, rubber-tired or vibratory roller to a density of 100% of maximum dry density with amoisture content within +/- 2% of optimum per Standard Procter Test (ASTM D698) or the Modified Proctor Test (ASTM D1557)as director by the geotechnical engineer. Compaction test shall be performed at one test per 5,000 square feet on each layer.3. Principal spillway must be installed concurrently with fill placement and not excavated into the embankment. All fills besidepipes or structures shall be placed in horizontal layers not to exceed 4 inches in depth and shall be compacted by handtampers. Fill material shall completely fill all spaces under and beside pipes. Equipment should not be driven within 4 feet of anystructure part during backfilling operation and shall never be driven over until compacted fill has been placed to a depthspecified by the structural live load capacity of the structure or pipe.4. Embankments shall be constructed with a relatively impervious core and cutoff trench. Core material shall be classified as GC,SC, or CL. The cutoff trench shall be excavated in impervious material a minimum of depth and width of 4 feet with side slopesno steeper than 1:1 and located at or upstream of the embankment centerline. The impervious core shall extend up to the10-year water surface elevation (see engineering design). The surface of the embankment shall be covered with a minimum 6inches of clean topsoil and stabilized with grass.5. Stormwater management facility earthen embankments shall not be greater than 25' in height measured from the downstreamtoe of slope to the top of the embankment with embankment slopes no steeper than 2:1and a combined minimum upstream anddownstream slope of 5:1. The minimum top width of the embankment shall be 8' for embankments 14' or less in height and shallbe level.6. Any groundwater seepage encountered during cutoff trench construction shall be drained by means of a foundation drain to theoutside/ downstream toe of the embankment slope. Foundation drains shall be downstream and outside of the limits of thecutoff trench. The constructed foundation drain section shall be an excavated 2' x 2' trench backfilled with hand compacted #57stone wrapped in geotextile fabric.7. A geotechnical or construction inspector should be on site during embankment construction.8. All embankment construction, compaction testing, and construction inspections shall be the responsibility of the site contractor.CONSTRUCTION STAKE-OUT/ ASBUILTS1. All stake-out to be performed by GE. If the contractor does not utilize GE for stake-out then the contractor assumes all liabilityfor accuracy of construction.2. All cutsheet and grades are to be reviewed by Engineer of Record prior to issuance for construction.3. Asbuilts of the SWM system is required to verify conformance with the approved plans. Please contact GE when installation iscomplete.4. All stormwater collection, stormwater management and water quality features must be inspected by Engineer of Record duringconstruction. As-built certification, required to terminate VSMP permit and bond release with the County upon the completion ofthe project, must be completed by GE.TOPOGRAPHY1. Topography shown on this plan has been conducted per the VA Administrative code 18VAC10-20-382 and the minimumstandards and procedures set forth in chapter 4 (§ 54.1-400 et seq.) of Title 54.1 of the Code of Virginia. This plan shows thedesign assumptions utilizing these accuracy standards. Inverts and other elevations shown hereon must be field verified by thecontractor prior to construction. If a discrepancy is found, the contractor shall cease work in that area and immediately notifyGreenway Engineering. Greenway Engineering shall be held harmless for any discrepancies or conflicts if not notifiedimmediately.2. Contractor shall confirm all existing tie-in points of this project prior to the start of construction. GE shall be notified of anydiscrepancies between actual field conditions and the approved plan prior to the start of construction.USECLASS* TRIP RATETRIP GENERATION DATAUNITS/SEATS VPD* TAKEN FROM ITE TRIP GENERATION 9TH EDITION252Senior Adult Housing - Attached633.44/unit216.7560Church841.85/seat155.4Total = 372.1FREDERICK COUNTY INSPECTIONS DEPARTMENT NOTES1. Proposed residential apartments and religious worship structure shall comply with the 2015 Virginia Uniform StatewideBuilding Code, 2015 Virginia Building Code (VBC); Section 305 Assembly Use Group, Sections 310, Residential UseGroup. Other code that applies is ICC A117.1-09 Accessible and Usable Buildings and Facilities and the Virginia EnergyCode 2015.2. Demolition permit is required. An asbestos permit is required. If asbestos is found, an asbestos abatement permit will berequired. Retaining walls require a permit and inspections.3. Proposed structure shall comply with height and area as specified in Table 506 with applicable increases. Building isprovided with a NFPA 13 sprinkler system as required. FDC located on the plans.4. Location of the structure from adjacent property lines shall comply with T601/602 of the Virginia Building Code.5. All required egress shall be handicap accessible. Handicap parking shall be provided per Section 1106.6 (Wheremultiple accessible entrances are provided; parking shall be dispersed). Signage shall comply with VBC 1106.8.6. Special inspection requirements of Chapter 17 of VBC shall apply to this type of structure (soils, concrete, steel, etc.)FREDERICK WATER CONSTRUCTION NOTES1. Frederick Water’s Water and Sewer Standards and Specifications are available at www.frederickwater.com2. The contractor shall adhere to Frederick Water standards and specifications in effect at the time of construction.3. The contractor shall coordinate with and arrange for inspection by Frederick Water.4. The contractor shall connect a new sewer line to an existing manhole by core drilling the manhole.5. A new water (or forced sewer) main shall be connected to an existing main by a wet tap. Frederick Water shall furnish all needed material and make the tap. a. An Application for Wet Tap shall be submitted and the initial fee paid before the tap is made.6. Exact locations of water and sewer services on new lines are to be coordinated with Frederick Water’s inspector.7. Frederick Water’s maintenance division shall furnish and install all water meters through 2 inch in size. It is the contractor’s responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed:a. The meter box, with its frame and cover, must be properly aligned with the yoke bar.b. The frame and cover shall be set to final grade.c. The distance between the top of the cover and the yoke bar shall be between 20 and 23 inches.d. All components of the meter box assembly shall be in proper working order.8. For services that connect to existing lines: a. Frederick Water shall furnish and install: i. all ⅝”x¾”, ¾”, 1”, 1½” and 2” water servicesii. all sewer services. b. The owner/developer shall:i. coordinate (or have the contractor coordinate) the location of the service lateral with Frederick Water’s engineering assistant.ii. submit an Application for Service and pay the required fees.9. All water service lines must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard number 1015 or 1013.10. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047. Any privately owned fire line, interior or exterior, shall also have a fire service HP Protectus III meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required.11. Frederick Water shall review the mechanical plan(s) for design and material approval of a building’s: a. domestic water meter and its backflow prevention device, and/or its b. Fire service line’s water meter and backflow prevention device.12. DEQ must also approve sewer pump stations. Frederick Water requires a copy of DEQ’s Certificate to Operate and a copy of the station’s DEQ approved O&M manual. These documents must be received before substantial completion is issued and water meters released.January 2019FREDERICK WATER PROJECT INFORMATIONWATER AND SANITARY SEWER USAGEWATER DEMAND 19,732 GPDSANITARY SEWER DISCHARGE 19,732 GPDCalculation of demand/dischargeWATER DEMAND*Residential: 235 gpd per connection*Commercial: 75 gpd per 1,000 sf*Industrial: 25 gpd @ 10 persons per acreSEWER DISCHARGESewer discharge equals water demand60
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERING61
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1'EX3DEMO EX.PVMNT (TYP)DEMO EX. UTILITYPOLE (TYP)DEMO EX. LIGHTPOLE (TYP)DEMO EX.LIGHT POLE(TYP)DEMOEX. GASDEMO EX. SAN SEWDEMO EX. STRUCTURAL STEELAND CONCRETE FOOTERS (TYP)DEMO EX. FIRE PITDEMO EX.PVMNT (TYP)DEMO EX. STORMCULVERT (TYP)DEMO EX. ELECT (TYP)DEMO EX. ELECT (TYP)DEMO EX.ELECT (TYP)DEMO EX. 1STORYBUILDINGCAP EX. GAS LINETO REMAIN IN PLACEDEMO EX.2-STORYBUILDINGDEMO EX.SAN SEWDEMO EX.SIGNS (TYP)DEMO EX.SIGN (TYP)DEMO EX. SIGN (TYP)RELOCATE EX.UTILITY POLERELOCATEEX. MAILBOXEX. SAN SEWMH TO REMAINDEMO EX.SIGNS (TYP)DEMO EX. GASMETER ANDHVAC UNITSDEMO EX. SAN SEWDEMO EX. STORMDEMO EX.STM SEWDEMO EX.STM SEWEX. WATERLINE TO REMAIN.(CONNECTS TO ADJACENTPROPERTIES)RELOCATE IFNECESSARYRELOCATE IFNECESSARY151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGNOTES :1. DEMOLITION SCHEDULE SHALL BE SET BY THE CONTRACTOR. THIS SHEET IS TODELINEATE, AT MINIMUM, ITEMS REQUIRING REMOVAL FOR CONSTRUCTION.2. EXISTING UTILITIES TO BE RELOCATED AS NECESSARY FOR CONSTRUCTION OFPROPOSED SITE AND INFRASTRUCTURE.LEGENDSTORM SEWER AND SANITARY SEWER PIPE DEMOLITIONPAVEMENT AND BUILDING DEMOLITIONGAS AND ELECTRIC DEMOLITION64
EX1EX2EX4EXJEXLEXKEXK1EXK2EX3TO CFS #3DA=0.50 ACC=0.60 (SEENOTE 5)TO CFS #4DA=0.14 ACC=0.60 (SEENOTE 5)TO CFS #5DA=0.37 ACC=0.60 (SEENOTE 5)TO CFS #6DA=0.28 ACC=0.60 (SEENOTE 5)TO CFS #7DA=0.14 ACC=0.60 (SEENOTE 5)TO SBDA=5.12 ACC=0.56TO CFS #8DA=0.34 ACC=0.60TO CFS #2DA=0.17 ACC=0.60TO CFS #1DA=0.37 ACC=0.6012" COMPOSTFILTER SOCKEX. WETLAND, STREAM ANDRIPARIAN BUFFER ARECRITICAL AREAS TO PROTECTEX. WETLAND, STREAM ANDRIPARIAN BUFFER ARECRITICAL AREAS TO PROTECTTO CFS #7ADA=0.09 ACC=0.60 (SEENOTE 5)8220GND7420INV7200INV1011128220GND8220GND8220GND9000INV"UPPER" DIVERSIONDITCH"LOWER" DIVERSIONDITCH674672671 680678 680678 678676675676694692690688686684682690690692692694694696686684688680682682684688TEMPORARY LININGNA GREEN DS150 ORAPPROVED EQUALTEMPORARY LININGNA GREEN C125BNOR APPROVED EQUALSEDIMENT BASINBAFFLEPROP. SANITARYSEWER.PROP. SANITARYSEWER.PROP. RETAININGWALLPROP. RETAININGWALL151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERING603001530SCALE: 1" = 30'FOR PHASE I EROSION AND SEDIMENT CONTROL ONLY !!NOTES:1. SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOILSTABILIZATION BLANKETS (EC-2).2. SUPER SILT FENCE AND ACF ENVIRONMENTAL SMART FENCE ORFILTREXX COMPOST FILTER SOCK MAY BE USED IN LIEU OF ONEANOTHER WITH VARIANCE FROM FREDERICK COUNTY.3. ALL COMPOST FILTER SOCKS ARE 8" SIZE UNLESS NOTEDOTHERWISE. FILTER SOCKS SHALL BE PLACED ON LEVELCONTOUR AND ENDS PLACED UPSLOPE TO PREVENT RUNOFFFROM BYPASING.4. DRAINAGE DIVIDES (GRAY COLOR) FOR COMPOST FILTER SOCKS(CFS#3-#8) ARE INITIAL DIVIDES TO THE SOCKS DURING SITECLEARING OPERATIONS AND SIZING OF THE SOCKS ARE BASEDON THESE AREAS. AS THE RETAINING WALL IS INSTALLED ANDFILL OPERATIONS BEGIN THE DRAINAGE AREAS WILL BEREDUCED TO THE SOCKS AND MAJORITY OF THE DRAINAGEAREAS WILL BE DIVERTED TO THE SEDIMENT BASIN (DRAINAGEDIVIDE CYAN COLOR).EROSION/SEDIMENT CONTROL LEGENDNO. KEY SYMBOL DESCRIPTIONCE3.02LCGLIMITS OF CLEARING & GRADINGDRAINAGE DIVIDESPERMANENT SEEDING3.32PSCRITICAL AREA - DISTURBANVCE IN CRITICAL AREAS TO BEKEPT TO A MINIMUM. ANY DISTURBED AREAS TO BE SEEDED,MULCHED AND TACKED IMMEDIATELY.TEMPORARY GRAVELCONSTRUCTION ENTRANCESFSILT FENCE3.05STORM DRAIN INLET PROTECTION3.07IPSMFSMART FENCECFSCOMPOST FILTER SOCKROCK CHECK DAMSCD3.20CIPCULVERT INLET PROTECTION3.08DDTEMPORARY DIVERSION DIKE3.09TSDTEMPORARY SLOPE DRAIN3.15OPOUTLET PROTECTION3.18DRAINAGE DIVIDE TOSEDIMENT BASINMATCH
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692690684690694696686688692696690692694696698690690692692694696690692694690688690688EX1EX2EX4EX2CN 71°45'25" W 253.81'EX3STA5' S/W105.98'88.8'113114125476934A21208A82223LIGHT PO(TYP)116TO 6DA=12.26 AC.C=0.40TO 4ADA=1.39 AC.C=0.35TO 5DA=0.40 AC.C=0.33TO 2DA=0.11 AC.C=0.85TO 9DA=0.11 AC.C=0.53TO EX. 2DA=1.68 AC.C=0.37TO EX. 2CDA=1.41 AC.C=0.73TO 21DA=6.81 AC.C=0.44TO 8ADA=0.03 AC.C=0.86TO 8DA=0.02 AC.C=0.88TO 3DA=0.18 AC.C=0.69TO 4DA=0.05 AC.C=0.30TO 23DA=0.64 AC.C=0.58TO 116DA=0.06 AC.C=0.90TO EX. 2BDA=15.31 AC.C=0.38EX1EX2EX4EX2CEX3TO CFS #2DA=0.17 ACC=0.6012" COMPOSTFILTER SOCKTO CFS #1DA=0.37 ACC=0.60151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGFOR PHASE I & II EROSION AND SEDIMENT CONTROL ONLY !!NOTES:1. SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOILSTABILIZATION BLANKETS (EC-2).2. SUPER SILT FENCE AND ACF ENVIRONMENTAL SMART FENCE ORFILTREXX COMPOST FILTER SOCK MAY BE USED IN LIEU OF ONEANOTHER WITH VARIANCE FROM FREDERICK COUNTY.603001530SCALE: 1" = 30'603001530SCALE: 1" = 30'EROSION & SEDIMENT CONTROL PHASE I VIEWEROSION & SEDIMENT CONTROL PHASE II VIEWMATCH LINE SHEET 7MATCH LINE SHEET 9EROSION/SEDIMENT CONTROL LEGENDNO. KEY SYMBOL DESCRIPTIONCE3.02LCGLIMITS OF CLEARING & GRADINGDRAINAGE DIVIDESPERMANENT SEEDING3.32PSCRITICAL AREA - DISTURBANVCE IN CRITICAL AREAS TO BEKEPT TO A MINIMUM. ANY DISTURBED AREAS TO BE SEEDED,MULCHED AND TACKED IMMEDIATELY.TEMPORARY GRAVELCONSTRUCTION ENTRANCESFSILT FENCE3.05STORM DRAIN INLET PROTECTION3.07IPSMFSMART FENCECFSCOMPOST FILTER SOCKROCK CHECK DAMSCD3.20CIPCULVERT INLET PROTECTION3.08DDTEMPORARY DIVERSION DIKE3.09TSDTEMPORARY SLOPE DRAIN3.15OPOUTLET PROTECTION3.18MATCH LINE SHEET 8AMATCH LINE SHEET 8A66
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69269669669669669669069269469669869869069269469669069269490690688EX4N 71°45'25" W 253.81'EX3FUTURE5' S/W74.02'39.01'105.98'88.8'1113114542066FUTURE CHURADDITIONFFE:696.50'34A21202223LIGHT POLE(TYP)SCREENING FENCSEE SHEET ##.116COMPOST FILTERSOCK DIVERSIONTO 6DA=12.26 AC.C=0.40TO 4ADA=1.39 AC.C=0.35TO 5DA=0.40 AC.C=0.33TO 9DA=0.11 AC.C=0.53TO 21DA=6.81 AC.C=0.44TO 3DA=0.18 AC.C=0.69TO 4DA=0.05 AC.C=0.30TO 23DA=0.64 AC.C=0.58TO 116DA=0.06 AC.C=0.90151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGFOR PHASE I & II EROSION AND SEDIMENT CONTROL ONLY !!NOTES:1. SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOILSTABILIZATION BLANKETS (EC-2).2. SUPER SILT FENCE AND ACF ENVIRONMENTAL SMART FENCE ORFILTREXX COMPOST FILTER SOCK MAY BE USED IN LIEU OF ONEANOTHER WITH VARIANCE FROM FREDERICK COUNTY.603001530SCALE: 1" = 30'EROSION & SEDIMENT CONTROL PHASE I & II VIEWMATCH LINE SHEETS 7& 9EROSION/SEDIMENT CONTROL LEGENDNO. KEY SYMBOL DESCRIPTIONCE3.02LCGLIMITS OF CLEARING & GRADINGDRAINAGE DIVIDESPERMANENT SEEDING3.32PSCRITICAL AREA - DISTURBANVCE IN CRITICAL AREAS TO BEKEPT TO A MINIMUM. ANY DISTURBED AREAS TO BE SEEDED,MULCHED AND TACKED IMMEDIATELY.TEMPORARY GRAVELCONSTRUCTION ENTRANCESFSILT FENCE3.05STORM DRAIN INLET PROTECTION3.07IPSMFSMART FENCECFSCOMPOST FILTER SOCKROCK CHECK DAMSCD3.20CIPCULVERT INLET PROTECTION3.08DDTEMPORARY DIVERSION DIKE3.09TSDTEMPORARY SLOPE DRAIN3.15OPOUTLET PROTECTION3.1867
EX1EX2EX4EXJEXLEXKEXK1EXK2EX3STAIRS (5R)FUTURE PRAYER LABYRINTH5' S/W5' S/W
74.02'39.01'34.02'39.2'105.98'88.8'100101102102A103103A104104B106106A106B109F109D109C109A111111A112113114200201202203202A2042051254108105107110A104A101112109E206DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
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TO 6DA=12.26 AC.C=0.40TO 4ADA=1.39 AC.C=0.35TO 5DA=0.40 AC.C=0.33TO 2DA=0.11 AC.C=0.85TO 108DA=0.39 AC.C=0.70TO 103ADA=1.88 AC.C=0.54TO 101DA=0.13 AC.C=0.59TO 200DA=0.22 AC.C=0.75TO 103DA=0.11 ACC=0.79TO 102ADA=0.08 AC.C=0.75TO 201DA=0.22 AC.C=0.80EX. WETLAND, STREAM ANDRIPARIAN BUFFER ARECRITICAL AREAS TO PROTECTEX. WETLAND, STREAM ANDRIPARIAN BUFFER ARECRITICAL AREAS TO PROTECTSEDIMENT BASINBAFFLETO 206TO 111ATO 114TO 205TO 205& 111ATO 111ATO 202ATO 202ATO 106TO 106TO 104BTO106BTO109FTO 102DA=0.09 AC.C=0.76TO 115DA=0.51 AC.C=0.62TO 8ADA=0.03 AC.C=0.86TO 9DA=0.11 AC.C=0.53TO 3DA=0.18 AC.C=0.69TO 4DA=0.05 AC.C=0.30TO 21DA=6.81 AC.C=0.44TO 116DA=0.06 AC.C=0.90TO 8DA=0.02 AC.C=0.88151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGNOTES:1. SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOILSTABILIZATION BLANKETS (EC-2).2. SUPER SILT FENCE AND ACF ENVIRONMENTAL SMART FENCE ORFILTREXX COMPOST FILTER SOCK MAY BE USED IN LIEU OF ONEANOTHER WITH VARIANCE FROM FREDERICK COUNTY.FOR PHASE II EROSION AND SEDIMENT CONTROL ONLY !!EROSION/SEDIMENT CONTROL LEGENDNO. KEY SYMBOL DESCRIPTIONCE3.02LCGLIMITS OF CLEARING & GRADINGDRAINAGE DIVIDESPERMANENT SEEDING3.32PSCRITICAL AREA - DISTURBANVCE IN CRITICAL AREAS TO BEKEPT TO A MINIMUM. ANY DISTURBED AREAS TO BE SEEDED,MULCHED AND TACKED IMMEDIATELY.TEMPORARY GRAVELCONSTRUCTION ENTRANCESFSILT FENCE3.05STORM DRAIN INLET PROTECTION3.07IPSMFSMART FENCECFSCOMPOST FILTER SOCKROCK CHECK DAMSCD3.20CIPCULVERT INLET PROTECTION3.08DDTEMPORARY DIVERSION DIKE3.09TSDTEMPORARY SLOPE DRAIN3.15OPOUTLET PROTECTION3.18MATCH
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151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGMINIMUM CONSTRUCTION STANDARDSAn erosion and sediment control program adopted with this plan must be consistent withthe VSECH for 9VAC25-840-40 minimum standards:1. Permanent or temporary soil stabilization shall be applied to denuded areas withinseven days after final grade is reached on any portion of the site. Temporary soilstabilization shall be applied within seven days to denuded areas that may not be atfinal grade but will remain dormant for longer than 14 days. Permanent stabilizationshall 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 stabilizedor protected with sediment trapping measures. The applicant is responsible for thetemporary protection and permanent stabilization of all soil stockpiles on site as wellas borrow areas and soil intentionally transported from the project site.3. A permanent vegetative cover shall be established on denuded areas not otherwisepermanently stabilized. Permanent vegetation shall not be considered establisheduntil a ground cover is achieved that is uniform, mature enough to survive and willinhibit erosion.4. Sediment basins and traps, perimeter dikes, sediment barriers and other measuresintended to trap sediment shall be constructed as a first step in any land-disturbingactivity and shall be made functional before upslope land disturbance takes place.5. Stabilization measures shall be applied to earthen structures such as dams, dikesand diversions immediately after installation.6. Sediment traps and sediment basins shall be designed and constructed based uponthe 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 acreof 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 areasgreater than or equal to three acres shall be controlled by a sediment basin. Theminimum storage capacity of a sediment basin shall be 134 cubic yards per acre ofdrainage area. The outfall system shall, at a minimum, maintain the structural integrityof the basin during a 100-year storm of 24-hour duration. Runoff coefficients used inrunoff calculations shall correspond to a bare earth condition or those conditionsexpected to exist while the sediment basin is utilized.7. Cut and fill slopes shall be designed and constructed in a manner that will minimizeerosion. Slopes that are found to be eroding excessively within one year ofpermanent stabilization shall be provided with additional slope stabilizing measuresuntil the problem is corrected.8. Concentrated runoff shall not flow down cut or fill slopes unless contained within anadequate temporary or permanent channel, flume or slope drain structure.9. Whenever water seeps from a slope face, adequate drainage or other protection shallbe provided.10. All storm sewer inlets that are made operable during construction shall be protectedso that sediment-laden water cannot enter the conveyance system without first beingfiltered or otherwise treated to remove sediment.11. Before newly constructed stormwater conveyance channels or pipes are madeoperational, adequate outlet protection and any required temporary or permanentchannel lining shall be installed in both the conveyance channel and receivingchannel.12. When work in a live watercourse is performed, precautions shall be taken to minimizeencroachment, control sediment transport and stabilize the work area to the greatestextent possible during construction. Nonerodible material shall be used for theconstruction of causeways and cofferdams. Earthen fill may be used for thesestructures if armored by nonerodible cover materials.13. When a live watercourse must be crossed by construction vehicles more than twice inany six-month period, a temporary vehicular stream crossing constructed ofnonerodible material shall be provided.14. All applicable federal, state and local requirements pertaining to working in orcrossing live watercourses shall be met.15. The bed and banks of a watercourse shall be stabilized immediately after work in thewatercourse is completed.16. Underground utility lines shall be installed in accordance with the following standardsin 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 approvedsediment trapping device, or both, and discharged in a manner that does notadversely affect flowing streams or off-site property.d. Material used for backfilling trenches shall be properly compacted in order tominimize 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, provisionsshall be made to minimize the transport of sediment by vehicular tracking onto thepaved 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 shallbe removed from the roads by shoveling or sweeping and transported to a sedimentcontrol disposal area. Street washing shall be allowed only after sediment is removedin this manner. This provision shall apply to individual development lots as well as tolarger land-disturbing activities.18. All temporary erosion and sediment control measures shall be removed within 30days after final site stabilization or after the temporary measures are no longerneeded, unless otherwise authorized by the VESCP authority. Trapped sediment andthe disturbed soil areas resulting from the disposition of temporary measures shall bepermanently stabilized to prevent further erosion and sedimentation.19. Properties and waterways downstream from development sites shall be protectedfrom sediment deposition, erosion and damage due to increases in volume, velocityand peak flow rate of stormwater runoff for the stated frequency storm of 24-hourduration in accordance with the following standards and criteria. Stream restorationand relocation projects that incorporate natural channel design concepts are notman-made channels and shall be exempt from any flow rate capacity and velocityrequirements for natural or man-made channels:a. Concentrated stormwater runoff leaving a development site shall be dischargeddirectly into an adequate natural or man-made receiving channel, pipe or storm sewersystem. 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 beperformed.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 analysiswithin the channel is one hundred times greater than the contributing drainagearea of the project in question; or(2) (a) Natural channels shall be analyzed by the use of a two-year storm to verify thatstormwater will not overtop channel banks nor cause erosion of channel bed orbanks.(b) All previously constructed man-made channels shall be analyzed by the use ofa 10-year storm to verify that stormwater will not overtop its banks and by theuse of a two-year storm to demonstrate that stormwater will not cause erosionof channel bed or banks; and(c) Pipes and storm sewer systems shall be analyzed by the use of a 10-yearstorm to verify that stormwater will be contained within the pipe or system.c. If existing natural receiving channels or previously constructed man-made channelsor pipes are not adequate, the applicant shall:(1) Improve the channels to a condition where a 10-year storm will not overtop thebanks and a two-year storm will not cause erosion to the channel, the bed, or thebanks; or(2) Improve the pipe or pipe system to a condition where the 10-year storm iscontained within the appurtenances;(3) Develop a site design that will not cause the pre-development peak runoff ratefrom a two-year storm to increase when runoff outfalls into a natural channel or willnot cause the pre-development peak runoff rate from a 10-year storm to increasewhen runoff outfalls into a man-made channel; or(4) Provide a combination of channel improvement, stormwater detention or othermeasures which is satisfactory to the VESCP authority to prevent downstreamerosion.d. The applicant shall provide evidence of permission to make the improvements.e. All hydrologic analyses shall be based on the existing watershed characteristics andthe ultimate development condition of the subject project.f. If the applicant chooses an option that includes stormwater detention, he shall obtainapproval from the VESCP of a plan for maintenance of the detention facilities. Theplan shall set forth the maintenance requirements of the facility and the personresponsible for performing the maintenance.g. Outfall from a detention facility shall be discharged to a receiving channel, andenergy dissipators shall be placed at the outfall of all detention facilities as necessary toprovide 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 onadjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipesystem, or to a detention facility.j. In applying these stormwater management criteria, individual lots or parcels in aresidential, commercial or industrial development shall not be considered to be separatedevelopment projects. Instead, the development, as a whole, shall be considered to be asingle development project. Hydrologic parameters that reflect the ultimate developmentcondition shall be used in all engineering calculations.k. All measures used to protect properties and waterways shall be employed in amanner which minimizes impacts on the physical, chemical and biological integrity ofrivers, streams and other waters of the state.l. Any plan approved prior to July 1, 2014, that provides for stormwater managementthat addresses any flow rate capacity and velocity requirements for natural or man-madechannels shall satisfy the flow rate capacity and velocity requirements for natural orman-made channels if the practices are designed to (i) detain the water quality volumeand to release it over 48 hours; (ii) detain and release over a 24-hour period the expectedrainfall resulting from the one year, 24-hour storm; and (iii) reduce the allowable peak flowrate resulting from the 1.5, 2, and 10-year, 24-hour storms to a level that is less than orequal 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 isequal to the runoff volume from the site when it was in a good forested condition dividedby the runoff volume from the site in its proposed condition, and shall be exempt from anyflow rate capacity and velocity requirements for natural or man-made channels as definedin 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 velocityrequirements of § 62.1-44.15:52 A of the Act and this subsection shall be satisfied bycompliance 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 suchland-disturbing activities are in accordance with 9VAC25-870-48 of the VirginiaStormwater Management Program (VSMP) Regulation or are exempt pursuant tosubdivision C 7 of § 62.1-44.15:34 of the Act.n. Compliance with the water quantity minimum standards set out in 9VAC25-870-66of the Virginia Stormwater Management Program (VSMP) Regulation shall be deemed tosatisfy the requirements of this subdivision 19.EROSION AND SEDIMENTCONTROL NARRATIVEDescription: The project proposes redevelopment of an existing church with a new church and senior housingapartment. This project will also include improvements to Senseny Road at the existing entrace of the site.The property is zoned RP and is located off of Senseny Road Route 657 in Frederick County, Virginia. A totalof 5.30 will be disturbed for construction.Date of construction: Construction will begin following plan approval and will take approximately twelve (12)months to complete.Existing site conditions: The site is currently used as a place for worship for the community and consists of theexisting church building, paved parking, some maintained grass areas and woods to the east. The site primarydrains east to west to an intermittent stream that follows the west property line and flows south to north. All ofthe site areas drain to the intermittent stream which is a unnamed tributary to Abrams Creek. Typical slopesrange between 2% and 40%.Adjacent areas: The site is bounded by Senseny Road Route 657 on the south. To the west is an existingschool which is zoned RP. Located to the north are existing apartments zoned RP. A vacant parcel zoned B1,townhouses and apartments zoned RP are located to the east.Offsite areas: We are proposing road improvements to Senseny Road and some grading on lot TM 54-A-127C(vacant parcel) for a roadside ditch for Senseny Road. Parcels TM 54E-7-27 & 54E-7-29 will also have somegrading and storm sewer adjustment for Senseny Road improvements.Soils: The existing soil conditions were obtained from the NRCS Soils Survey. Refer to the soils map this sheet.Critical areas: There is an intermittent steam and wetland located along the west property line. There is also aRiparian Buffer associated with the stream. These are the critical areas and extra care should be taken topreserve these areas and avoid release of sediment into the stream and wetlands. The stream and wetlandcan not be disturbed without an USACE permit.Erosion And Sediment Control Measures: Unless otherwise indicated, all vegetative and structural erosion andsediment control measures shall be constructed and maintained according to the minimum standards andspecifications 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 plan to minimize sedimentcarried onto roadway.Install perimeter E&S trapping controls silt fence (3.05), compost filter sock (super silt fence/smart fence) asshown on the plans to intercept and detain sediment from disturbed areas during construction in order toprevent sediment from leaving the site. Super silt fence, and smart fence may be used in lieu of compost filtersock.Install inlet protection (3.07) and culvert inlet protection (3.08) shall be located at culvert and inlet entrances asshown to prevent sediment from entering, accumulating in and being transferred by the culvert prior topermanent stabilization of the disturbed area.Install proposed sanitary sewer line.Install the outfall for the proposed SWM dry pond and modify the outfall to function as a sediment basin (3.14)as shown on the E&S details. The majority of the cut for this site will be from the area of the SWM pond andthe SWM pond can function as a sediment basin during grading operations until the site is stabilized.Install temporary diversion dikes (3.09) and diversion (3.12) ditch as shown on the plans to divert runoff to thesediment basin. Immediately stabilize all berms and dikes.Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1 or greater)and as needed to stabilize disturbed areas.Phase II:Phase I controls shall remain into Phase II for the duration of the project to the extent practical and/or untildrainage area is stabilized.Install inlet protection (3.07) and culvert inlet protection (3.08) after proposed storm sewer structures areinstalled.Install rock check dams (3.20) as shown on the plans to reduce the velocity of concentrated stormwater flowsand to trap sediment generated from adjacent areas or the ditch itself.Outlet protection (3.18) shall be installed on all outlets as shown on the plan sheets.Fill slope surface shall be left in a roughened condition to reduce erosion, see Plate 3.29-4. Contractor shallredirect the concentrated flow away from the fill slope by installing diversion dike and divert the runoff tosediment traps or sediment basins.Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1 or greater)and as needed to stabilize disturbed areas.Vegetative Measures:Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after finalgrade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven (7) daysto 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 temporaryvegetation immediately after grading.All earth berms, diversions and sediment trap embankments are to be machine-compacted, seeded andmulched (hay mulch or straw) for temporary and/or permanent vegetative cover immediately after constructionErosion control mats shall be installed over steep (3:1) cut and fills slope which have been brought to finalgrade 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 andsediment control measures. Maintenance of these measures throughout the project is critical to theeffectiveness 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 andmulched 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 whichtime the check dams shall be removed.Devices listed above are considered minimum erosion and sediment controls. Additional controlmeasures may be necessary due to contractor phasing or other unforeseen conditions. It is thecontractor's responsibility to provide additional measures to those shown, as needed, in order to controlerosion and contain sediment on site. All measures shall be installed according to the standards andspecifications in the Virginia Erosion and Sediment Control Handbook.Stormwater Management:Increased runoff from this development will be controlled by the Project's stormwater managementfacilities.Maintenance Program:All control measures shall be inspected daily by the site superintendent or his representative and within24 hours after any storm event greater than 0.5 inches of rain per 24-hour period. Any damagedstructural measures are to be repaired by the end of the day. Seeded areas shall be checked regularly toensure that a good stand of grass is maintained. All areas shall be fertilized and reseeded as neededuntil grass is established.Trapped sediment is to be removed as required to maintain 50% trap efficiency and disposed of byspreading on site.Inlet protection shall be checked regularly for sediment build-up. If the gravel outlet is clogged bysediment, 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 atall times.Erosion and sediment control program:Phase I1. Hold pre-construction meeting on site with inspector.2. Install construction entrance.3. Clearing and grubbing for sediment control devices only (Perimeter E&S controls, diversion dikes,and silt fence).4. Placement of sediment control devices.5. Obtain inspector's approval prior to installation of the proposed sanitary sewer main.6. Install gravity sewer line. Contractor to seed and stabilize areas disturbed within the riparian bufferimmediately.7. Install sediment basin and SWM outfall structure with modifications to function as a sediment basin.8. Install diversion dikes and diversion ditches.9. Clear and grub main area of site protected by installed E&S controls.10. Obtain inspector's approval prior to beginning grading operations.Phase II11. Begin earth moving activities and rough grade remainder of site. Install retaining wall with fillplacement (rough grading). Place fill to allow runoff to drain towards the sediment basin to filtersediment laden runoff by working in a south to north direction.12. Install storm drainage devices with sediment control measures (inlet protection).13. Final grading.14. Restoration and stabilization of disturbed areas.15. Contractor to provide 100% vegetation in any area disturbed within the riparian buffer.16. 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/ormodify these erosion and sediment control measures during the construction process, withinreason, 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 TopClover.6. Mulch all seeded areas with straw mulch applied at a rate of 3,500 lbs per acre anchored withcutback 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 andrepeated as needed to control dust.VARIANCE REQUEST - SMARTFENCE & COMPOST FILTER SOCK:We are requesting the use of an alternative erosion and sediment control measures that is not listed inthe Virginia Erosion and Sediment Control Handbook.1. ACF Environmental - Smartfence: Smartfence is an perimeter erosion control device equivalent tosuper silt fence, see detail on sheet 11.2. Filtrexx - Compost Filter Sock: Compost filter sock is equivalent to super silt fence, see detail onsheet 11. This will allow for less disturbance since it can be installed on the surface and requires noexcavation.3. ACF Environmental - CRAFS: CRAFS is a corrugated retention and filtration system for sedimentcontrol at areas of concentrated runoff with 95% sediment trapping efficiency, see detail on sheet 11.69
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERING70
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERING71
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSEDIMENT BASIN CONVERSION TO SWM BASIN NOTES:1. THE DETAIL ABOVE SHOWS THE PERMANENT RISER AND OUTFALL STRUCTURE IN COLOR GRAY AND TEMPORARY E&SMODIFICATIONS 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 DEWATERDEVICE.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 ISPROPOSED WITH SWM BASIN).- REMOVE TEMPORARY BLOCKING.- SEE SHEET 23 FOR SWM BASIN DETAILS.30" RCP ASTM C-361(RUBBER GASKETSW.T. JOINTS)4'2.6'**THE 100 YEAR WATER SURFACE ELEVATION(WSE) ASSUMES ALL OPENINGS BELOW THETOP OF THE RISER ARE CLOGGED AND THESTARTING WSE IS AT THE TOP OF THE RISER.3:112' WIDEPROP. GRADE1 YR WS ELEV 677.60'10 YR WS ELEV 678.99'100 YR WS ELEV 680.01'**SWM BASIN PRINCIPAL RISERMODIFIED FOR SEDIMENT BASINNTSTOP OF RISERELEV =679.20TOP OF BERMELEV.=682.20TYP. TRASH RACK BYPLASTIC SOLUTION ORAPPROVED EQUAL6.0" ORIFICEINV.=672.00INV.=674.802' CLAY LINER WITH 6"TOPSOIL CAPTERMINATE LINER@ 10 YR WSE4000 PSI CONCRETEPRECAST RCP BASE ANDRISER STRUCTURE (VDOT) -SWM-1 SQUARE INSIDE 4' x 4'CONCRETE FILLFOR BUOYANCYNORMAL POOL WS ELEV 675.00' INV.=675.0012" SCH 40 PVCWEIR ELEV = 677.802.0' W x 0.67' HVDOT EW-1 (SEE LOW FLOWORIFICE DETAIL, THIS SHEET)ELEV = 672.20BLOCK OPENINGTEMP. PERFORATED POLYETHYLENEDRAINAGE PIPE (6") DEWATERINGSYSTEM SEE DETAIL THIS SHEETINSTALL 4"DEWATERINGORIFICE = 676.50BLOCK OPENINGDRY STORAGE ELEV 679.20' (VOL=1,165.99 CU.YDS.)GRADE 671.0AT BOTTOMOF SBWET STORAGE ELEV 669.50' (VOL=430.04 CU.YDS.)100 YR WS ELEV 680.02'72
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711569TEMP.GRADING ESM'T5' S/W67.2'99.1'90.2'209.8'42.5'CG-2R=8'R=15'R=47'R=35'R=20'80.81'175.68'R=20'34A21208A8CG-6
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20.5'20.52'20.5'20.91'24'RETAINING WALL W/ HANDRAIL(STRUCTURAL DESIGN BY OTHERS)ACCESSIBLE SPACE TYP.SEE NOTE 6, MAX SLOPE2% ALL DIRECTIONSACCESSIBLE SPACE TYP.SEE NOTE 6, MAX SLOPE2% ALL DIRECTIONSCURB TRANSITIONCG-6R TO CG-6 (TYP)CG-12BCG-12B5' S/WFUTUREDUMPSTER PADFUTURE STORAGEPAD (10'x10')R=5'R=5'TEMPORARYGRADING ESM'TCONC. S/W(5'x5')CURB CUT(2' W)SCREENING FENCESEE SHEET 35.SCREENING FENCESEE SHEET 35.ROW DEDICATIONPROP. SAW TOOTHCURB (TO PROVIDEOVERLAND RELIEF), 5-OPENINGS, SEE DETAILSHEET 3112' TRAIL INGRESS/EGRESS ESM'T.CG-12BCG-12BPROP. 10' ASPHALT TRAILEX. SAN. ESMTTO BE VACATEDPRIVATE PUMPSTATION(SEE DETAILS)PUMP STATIONCONTROL PANEL(SEE DETAIL)STANDBYGENERATOR(SEE SHEET 24A)116CG-12B109CG-12B12'
20'FITNESSROOMCOMMUNITYROOMPROPOSED BUILDING4 STORY SENIOR RESIDENTIAL (63 UD UNITS)16,440 SFFUTURE BUILDINGADDITION CHURCH4,050 SF151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGACCESSIBLE ROUTE- MAX. RUNNING SLOPE 5%- MAX. CROSS SLOPE 2%KEYCHURCH & ACCOMPANYINGPARKING SPACESNOT IN VHDA CONTRACTMATCH
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UNIVERSAL DESIGN GENERAL NOTES:1. RESIDENTIAL BUILDING DEVELOPED WITH 43 ONE BEDROOM AND 20 TWO BEDROOM UNITS FOR A TOTAL OF 63 UNITS. 63 U.D. UNITS.U.D. UNIT PER U.D. REQUIREMENTS.2. ACCESSIBLE ROUTE MAX RUNNING SLOPE 5% AND MAX CROSS SLOPE 2%.3. ACCESSIBLE ROUTE DOES NOT TRAVEL BEHIND OR THROUGH PARKING SPACES.4. ALL HANDICAP (HC) SPACES SIZED FOR VAN ACCESS.5. ALL SIDEWALK 5' WIDTH UNLESS NOTED OTHERWISE. NO SIDEWALK LESS THAN 5' WIDTH.6. PROPOSED 94 PARKING SPACES WITH 8 ACCESSIBLE SPACES SHOWN. 65 PARKING SPACES ARE AVAILABLE FOR PROJECT WHICHINCLUDES 6, ALL VAN ACCESSIBLE, HANDICAP PARKING SPACES. THE REMAINING 29 SPACES (2 HC SPACES) ARE PROVIDED FORTHE CHURCH AND NOT IN VHDA CONTRACT.7. ALL CURB CUTS U.D. COMPLIANT.8. MAIL BOXES FOR RESIDENTIAL UNITS LOCATED INTERNAL TO THE BUILDING.9. GARBAGE COLLECTION FOR RESIDENTIAL UNITS LOCATED INTERNAL TO THE BUILDING.10.HC SPACES TO BE PROVIDED WITH ACCESSIBLE ROUTES WITH U.D. COMPLIANT ACCESSIBLE RAMPS (8.33% MAX RUNNING SLOPE,2.00% MAX CROSS SLOPE).11.ONE SET OF EXTERIOR STAIRS IS NOT LOCATED WITHIN THE ACCESSIBLE ROUTES.NOTES12.CONTRACTOR RESPONSIBLE FOR MAINTAINING ACCESS TO THE EXISTING MAILBOXES ALONG SENSENY ROAD DURINGCONSTRUCTION AND RESETTING MAILBOXES IF IMPACTED BY ROAD IMPROVEMENTS.13.PROPERTY OWNER IS TO CONSERVE THE 50' MATURE WOODLAND FULL SCREEN FOR RESIDENTIAL SEPARATION BUFFER. THEPROPERTY OWNER IS NOT ALLOWED TO CLEAR THIS VEGETATION.14.A 10' WIDE TRAIL IS PROPOSED ACROSS THE PROPERTY FRONTAGE, A 545 SF FITNESS ROOM WITH 3 PIECES OF EQUIPMENT AND1,082 SF COMMUNITY ROOM ARE PROPOSED INTERNAL TO THE BUILDING TO QUALIFY FOR RECREATION FACILITIES. TO SATISFYRECREATIONAL REQUIREMENTS THE FITNESS ROOM AND COMMUNITY ROOM SHALL REMAIN RECREATION SPACES UNLESS ANAPPROVED ALTERNATIVE IS PROVIDED.73
11'12'20'PAVEMENT DESIGN2" - SM-12.5A6.5" - BM-25.08" - 21B AGGREGATENOT TO SCALESENSENY ROAD- GS7 URBAN COLLECTOR SYSTEM(LEFT TURN TYP SECTION)-2.00%-2.00%12' THRU12' THRUBASESUBBASEOVERLAYEXISTINGTRAVELWAY6'6'12' LEFT TURNSHOULDER8'12:1PAVEMENT DESIGN1.5" - SM-12.5A4.5" - BM-25.06" - 21B AGGREGATENOTE:PAVEMENT DESIGN SHOWN IS PRELIMINARY, FINAL PAVEMENTDESIGN WILL BE BASED ON ACTUAL FIELD CBR TESTS.SITE ENTRANCE(TYP SECTION)2'UD-4UNDERDRAINCG-618'18'2'20'-2.00%-2.00%CG-6BASESUBBASENOT TO SCALE-2.00%-2.00%WP-2 (TYP)NOTE:PAVEMENT DESIGN SHOWN IS PRELIMINARY, FINALPAVEMENT DESIGN WILL BE BASED ON ACTUAL FIELDCBR TESTS AND EXISTING PAVEMENT CORE DATASUBMITTED FOR REVIEW AND APPROVED BY VDOTPRIOR TO CONSTRUCTION.SURFACESURFACE1'VARIES2'UD-4 UNDERDRAINCG-61'EX. ROW
EX. ROW30'30'14'PROP.ROW10' TRAIL-2.00%10'VARIESNOTE:THIS TYPICAL SECTION IS NOT FOR CONSTRUCTION. IT DEMONSTRATES THAT THEPROPOSED ROW TAKES INTO ACCOUNT THE FUTURE U4D ROAD AS ANTICIPATED BY VDOT.NOT TO SCALESENSENY ROAD- VDOT ANTICIPATED FUTURE U4DTYP. SECTION (NOT FOR CONSTRUCTION)-2.00%-2.00%UD-4 UNDERDRAINCG-610' TRAILINGRESS/EGRESSESM'T-2.00%VARIES-2.00%18'MEDIAN9'9'13' THRU12' THRU2'8'3'PROP.ROW44'18'MEDIAN9'44'3:1SLOPE5'-4.00%-2.00%12' THRUPAVEMENT DESIGN2" - SM-12.5A6.5" - BM-25.08" - 21B AGGREGATESENSENY ROAD - GS7 URBAN COLLECTOR SYSTEM(RIGHT TURN TYP SECTION)NOT TO SCALE-2.00%-2.00%12' THRUBASESUBBASEOVERLAYEXISTINGTRAVELWAY6'6'12' PAINTEDISLANDSHOULDER8'12:1-2.00%-2.00%WP-2 (TYP)2'UD-4 UNDERDRAINCG-612' RIGHT TURN1'SURFACEVARIESEX. ROW
EX. ROWPROP. ROW10' TRAIL-2.00%VARIES19'5'51'30'30'2'5'-2.00%-2.00%3:1 SLOPEINGRESS/EGRESSESM'T11'INGRESS/EGRESSESM'TEX1EX2EX4XCEX3STA5' S/113114125476934A21208A82223LIGHT PO(TYP)11610+0011+0010+0010+10.7810+75.3110+86.3911+0011+22.2011+86.4010+0011+0010+0011+0012+00PROP. ASPHALTPAVEMENT WIDENINGTYP. (SEE WP-2DETAIL SHEET 31)MEET &MATCH EX.PAVEMENTPROP. 1" SM-9.5AOVERLAY TYP0+001+002+0030'160' APPROACH TAPER75' MIN.60'PROP. EG200' TURN LANE TAPER100' LT. TURN LANE160' DEPARTURETAPER160' DEPARTURE TAPER100' TURN LANE TAPER100' RT. TURN LANEPROP. EPPROP. EGPROP. EGPROP. EGPROP. EPR=35'R=35'PROP. EGPROP. EGCG-6RCG-6R=50'R=60'40'PROP. 20'STORM ESM'T12'12'12'12'12'12'12'12'12'12'12'PROP. WP-2 TYP.PROP. WP-2 TYP.PROP. WP-2 TYP.8'PROP. GRAVELSHOULDER TYPPROP. GRAVELSHOULDER TYP8'12'PROP. EG5'PROP. GRAVELSHOULDER TYPPROP. GRAVELSHOULDER TYP8'8'8'TEMPORARYGRADING ESM'T.CURB TRANSITIONCG-6 TO CG6R (TYP)REGRADED DITCH LINETEMPORARYGRADING ESM'T.TEMPORARYGRADING ESM'T.60'60'PROP. CG-11157'44'PROP. ROW51'R=20'PROP.ROWCURB TRANSITION CG-6 TO CG6R (TYP)PROP.CG-12BPROP. 1' H. CURB OR RET. WALLPROP. 10'ASPHALT TRAILPROP. 10' ASPHALT TRAIL12' TRAIL INGRESS/EGRESS ESMTPROP. 20'STORM ESM'TPROP. 20' FREDERICKWATER ESM'T.12'20'PROP. 20'STORM ESM'TPROP. 20'STORM ESM'TEX1EX2EX4EXCEX3STA5' S/W113114125476934A21208A8222311610+0011+0010+0010+10.7810+75.3110+86.3911+0011+22.2011+86.4010+0011+0010+0011+0012+0096F8937EP8979PVT9382EP9486EP9615EP9644EP9585HP9552PVT9389PVC9491EP8929PVC8879PVC8875LP9583GND9596GND9595SW99587SW9387SW9384SW969597EP9595EP9590EP9590EP9605EP953095349583BP959405EPTW=690.00BW=689.508921EP8868EP8877EP8847EP8952EP9246EP9376EP9369EP9102EP8867EP9010EP%2.0%2.0%3.0X-SEC "2"X-SEC "8715INV8662GND8565INV3:12:12:13:13:112:1696694
6926906846906946966866886926966906926946966986906906928889PVT9557PVC9578PVT9415EP9574EP9592EP9587EP9570EP9536EP9344EP9191EP8926EP9067EP8955EP8911EP8987EP9585BP9626BP9583BP%2.0%2.0%2.09401EP9613SW9620SW9626SW9616SW9660SW9640SW9617SW9554SW9650BP9003SW8993SW8873SW9544SW9524SW9514SW9365LP9510GND6926946966906926949279BP9110LP9038EP8885SW8848SW8876SW8838SW8848SW8914SW8828SW8856SW8818SW8828SW%2.0%1.4%2.0964S9499EP9565EP969632SW%1.096S969637SW963S69068869012:12:16888730INV8920INV8921BP8913BP8931BP8901BP%2.0%2.0%2.08913BP%2.0%2.0
8862EP8862EP8858EP9040TOP9390GND9030INV9370INV8784SW0+001+002+00TEMPORARYGRADING ESM'T.CURB TRANSITIONCG-6 TO CG6R (TYP)REGRADED DITCH LINETEMPORARYGRADING ESM'T.TEMPORARYGRADING ESM'T.CURB TRANSITION CG-6 TO CG6R (TYP)PROP. 1' H. CURB OR RET. WALL12' TRAIL INGRESS/EGRESS ESMTPROP. 20' FREDERICKWATER ESM'T.-0+50 0+00 0+50 1+00 1+50 2+00 2+50670675680685690695670675680685690695700-2.00%4.00%VC = 10.00VC = 10.00PROP.GRADE@ C/LCOMPACT FILL TO AMINIMUM 95% DRYDENSITY, PERAASHTO T-99EXISTINGGRADE @ C/LELEV. @PROPRD C/L0+41.00 = PVC 0+46.00 = PVI (ELEV = 688.69)0+51.00 = PVT0+61.00 = PVC0+66.00 = PVI (ELEV = 689.49)0+71.00 = PVT688.76688.79 688.89689.51689.29689.79CREST = 2+07.03ELEV = 695.85APPROX. LOC.EX. GAS X-ING0+00.00 = C/L SENSENY RD.689.610+29.00 = PVI (ELEV = 689.03)0+24.00 = PVI (ELEV = 689.13)6.11%2.08%1+38.00 = PVC1+58.00 = PVI (ELEV = 695.11)1+78.00 = PVTVC = 40.001.00%1+80.00 = PVC2+00.00 = PVI (ELEV = 695.98)2+20.00 = PVTVC = 40.00693.89694.91695.52695.57695.83695.78-2.00%SAG = 0+44.33ELEV = 688.75689.13 689.03 PROP. 30"STORM X-INGPROP. 12"WATERLINEX-INGAPPROX. LOC.EX. WATERLINEX-ING151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSITE / UTILITY VIEWGRADING VIEWENTRANCE ROAD PROFILE1" OVERLAYKEYMILL & OVERLAYPER WP-2 DETAILMATCH LINE SHEETS 14 & 17MATCH LINE SHEET 16NOTES:1. SENSENY ROAD PAVEMENT SECTION TOMATCH EXISTING PAVEMENT SECTION.REFERENCE GEOTECHNICALENGINEERING REPORT SENSENY PLACEAPARTMENTS BY ECS, PROJECTNUMBER 01:29733, DATE MARCH 18, 2020FOR EXISTING PAVEMENT CORES ALONGEXISTING SENSENY ROAD.2. THE NEAREST COMMERCIAL ENTRANCESARE SENSENY ROAD SCHOOL 157' TOTHE WEST AND TOT SPOT 715' TO THEEAST.3. THE NEAREST VDOT ROADS ARE ROUTE1265 CRESTLEIGH DR. 790' TO THE WESTAND ROUTE 1214 UNDERWOOD LANE 540'TO THE EAST.4. THE FUNCTIONAL CLASSIFICATION FORROUTE 657 SENSENY ROAD IS MAJORCOLLECTOR.5. LIMITS OF FULL DEPTH PAVEMENTWIDENING ALONG ROUTE 657 SHALL BEDETERMINED BY EXCAVATION IN THEPRESENCE OF A VDOT INSPECTOR ANDMATCHING CORE SAMPLES REQUIREDPER WP-2 DETAIL.74
EX1EX2EX4EXJEXLEXKEXK1EXK2EX3STAIRS (5R)EX. SAN.ESMT TO BEVACATEDFUTURE PRAYER LABYRINTH5' S/W5' S/W 100101102102A103103A104104B106106A106B109F109D109C109A111111A112113114200201202203202A2042051254108105107110A104A101112109E206DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT P
O
L
LUTE DRAINS TO WATERWAYSNYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAY
S
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE
IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRA
I
N
S TO WAT
E
R
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NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST
DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATE
RWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
71156934A21208A82223EX. SAN. ESMTTO BE VACATED11610910+0011+0010+
0
0
10+10.78 10+75.3110+86.3911+00
11+22.20
11+86.40
10+00
11+00 12+0013+0014+0015+0016+0016+09.7810+00
11+00
19650FF9650FF9650FF9650FF9650FF9650FF9650FF9590EP9590EP9560EP9560EP
8937EP8979PVT9382EP9486EP9615EP9644EP9521EP9466EP9432EP9476EP9567EP9560EPTW=692.00BW=692.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-SEC "A"X-SEC "A"X-SEC "B"X-SEC "B"7420INVTW=690.00BW=689.50TW=695.09BW=688.00TW=694.60BW=687.08TW=694.60BW=685.50TW=694.60BW=685.43TW=694.60BW=684.11TW=694.60BW=681.75TW=694.88BW=678.86TW=693.79BW=679.76TW=693.00BW=678.38TW=693.14BW=685.43ACCESSIBLEROUTEACCESSIBLEROUTE8921EP8868EP8877EP8847EP8952EP9246EP9376EP9369EP9102EP8867EP9010EP%2.0%2.0%3.0%3.0%2.0%2.0%2.0%1.0%4.0%2.0%1.0%4.1%1.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%1.0%1.0%2.0%2.0%1.3%2.0%1.5
%1.5
%2.39
%2.39
%1.0 %1.0X-SEC "2"X-SEC "3"X-SEC "5"X-SEC "6"PROP. SAW TOOTHCURB (OVERLANDRELIEF), 5- OPENINGS,SEE DETAIL SHT. 31CURB TRANSITIONCG-6R TO CG-6 (TYP)CURB FLUSHWITH EPCURB FLUSHWITH EPCG-12BCG-12BCURBTRANSITION(TYP)CURBTRANSITION(TYP)CURB TRANSITIONCG-6R TO CG-6 (TYP)%2.0TEMPORARYGRADING ESM'T8715INV2NDRETAINING WALL W/HANDRAIL(STRUCTURAL DESIGN BY OTHERS)TEMPORARYGRADING ESM'T9000INV8565INV7200INV100YRWSE=680.0110YRWSE=679.01100YRWSE=691.4210YRWSE=691.148540INV9187GND9169GND9270GND9320GND9300GNDCURB CUT(2' W)X-SEC "6"X-SEC "5"3:13:13:13:13:12:12:13:13:112:13:19625BP9584EP9540EP9539EP9592EP9572BP9517EP9469SW9555SW%2.49532EP9470EP9254EP9206EP9195EP9205EP9489EP9546EP9549SW9529SW9571EP9522EP9598SW9598SW9553EP9608SW9625BP%2.0%2.09642GND9620GND%2.09629GND%2.09496EP9470SW9535SW9476SW9540SW9485SW%2.0
9661GND9610SW9610SW9650FF9640SW9640SW9650FF9620SW9601SW9611SW9627GND9637GND9628SW9630SW9640SW9610SW9620SW9610SW9615SW9615SW9606SW9616SW9579EP9631TOP9372FL/OLR9280EP9178EP9487LPCURB TRANSITIONCG-6R TO CG-6 (TYP)9367GND9603EP9588EP9238BP9544EP9300EP6966
9
4
692
690684690696696 696696696694
694 692692694696694696696686688692696694696696696696696696674673.6673.5672671 680678 686688
690
682684 680678 682.5686688690692694682684 686688690692694 688686690692694686688
690
684682.6682.5682680
692
690692694 696698698696698685685685678676675690676678680682684686688690696694 6969393GND9398FL/OLROVERLANDRELIEF 100YRWSE=694.176948889PVT9557PVC9578PVT9415EP9574EP9592EP9587EP9570EP9536EP9344EP9191EP8926EP9067EP8955EP8911EP8987EP9585BP9626BP9583BP%2.0%2.0%2.09401EP9613SW9620SW9626SW9616SW9660SW9640SW9617SW9554SW9650BP9003SW8993SW8873SW9544SW9524SW9514SW9603EP9549EP9530EP%2.0%4.09365LP9510GND692
694
696
690692
694
9279BP9110LP9038EP8885SW8848SW8876SW8838SW8848SW8914SW8828SW8856SW8818SW8828SW%2.0%1.4%2.09642SW9499EP9565EP9639SW9632SW%1.09625SW9641SW9637SW9635SW690
688
69
0
12:12:1688 8730INV8920INV8921BP8913BP8931BP8901BP%2.0%2.0%2.08913BP3:1%2.0%2.08862EP8862EP8858EP9040TOP9390GND9030INV9370INV8784SW%2.09662GND9642GND9652GND9632GND9643GND%2.0%2.0CONTRACTOR TOVERIFY COVEROVER EX. UTILITIESAND RELOCATE ASNECESSARY TOPROVIDED MIN.COVERTEMPORARYGRADING ESM'T9567SW9549SW9572SW9582SW9567GND9585GND9588GND9598GNDPROPOSED BUILDING4 STORY SENIOR RESIDENTIAL (63 UD UNITS)FFE: 696.50'FUTURE BUILDINGADDITION CHURCHFFE: 696.50'151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGNOTES:1. ACCESSIBLE ROUTE SHOWN IN RED. MAX. RUNNING SLOPE 5% AND MAX. CROSS SLOPE 2%.2. HANDICAP PARKING AND ACCESS AREAS ARE SHOWN AT SLOPES EQUAL TO OR LESS THAN 1.5%.3. SPOT SHOTS ARE EDGE OF PAVEMENT UNLESS OTHERWISE MARKED.4. TW = PROPOSED GROUND GRADE AT THE TOP OF WALL, HIGH SIDE OF RETAINING WALL.5. BW = PROPOSED GROUND GRADE AT THE BOTTOM OF WALL, LOW SIDE OF RETAINING WALL.6. ALL DOOR THRESHOLDS ARE GRADED WITH 0' DROP FROM INTERIOR TO EXTERIOR.7. PROPERTY OWNER IS TO CONSERVE THE 50' MATURE WOODLAND FULL SCREEN FOR RESIDENTIALSEPARATION BUFFER. THE PROPERTY OWNER IS NOT ALLOWED TO CLEAR THIS VEGETATION.8. CONTRACTOR TO CLOSELY COORDINATE ALL FINAL GRADE FEATURES BEFORE INSTALLINGUNDERGROUND VAULTS AND UNDERGROUND PIPING.MATCH
L
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S
H
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15 ACCESSIBLE ROUTE- MAX. RUNNING SLOPE 5%- MAX. CROSS SLOPE 2%KEYCHURCH & ACCOMPANYINGPARKING SPACESNOT IN VHDA CONTRACTNOT TO SCALEOVERLAND RELIEF WEIR FOR STORM STRUCTURE 103AD.A.CTcI100YRPEAK FLOWSTORM STR. 103A: 1.88AC 0.54 15MIN 5.83 5.92CFS(HYDROCAD 10.00-26 WAS USED TO PRODUCE WEIR COMPUTATIONS)2.0'SAW-TOOTH CURBOPENINGS (5)4.0'100YR WSE= 694.17FLOW LINEELEV.=693.72FLOW LINEELEV.=693.98CG-675
EX1EX2EX4EXJEXLEXKEXK1EXK2EX3STAIRS (5R)EX. SAN.ESMT TO BEVACATEDFUTURE PRAYER LABYRINTH5' S/W5' S/WTRASHROOM 100101102102A103103A104104B106106A106B109F109D109C109A111111A112113114200201202203202A2042051254108105107110A104A101112109E206DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS T
O
WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS T
O
WATERWAYSNYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPL
A
ST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRON DO NOT POLLUT
E
DR
AINS TO WATERWAYS
NYLOPLAST
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS71156934A21208A82223LIGHT POLE(TYP)LIGHT POLE(TYP)LIGHT POLE(TYP)LIGHT POLE(TYP)EX. SAN. ESMTTO BE VACATED11610910+0011+0010+
0
0
10+10.78 10+75.3110+86.3911+00
11+22.20
11+86.40FITNESSROOMCOMMUNITYROOM10+00
11+00 12+0013+0014+0015+0016+0016+09.7810+00
11+00PROP. 8" SAN. SEW.PROP. SAN. MHPROP. 8"SAN. SEW.PROP.SAN. MH12'12'PROP. CITY 20'SAN. SEW.ESM'TPROP. CITY 20'SAN. SEW.ESM'TPROP. CITY 20'SAN. SEW.ESM'T10'6'4'PROP. CITY 20'SAN. SEW.ESM'TTEST PIT(TYP.)8" W/
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APROP. STM.SEW.PROP. STM.SEW.PROP.FDCPROP. 2" WATER METER& 6" FIRE METER VAULTPROP. FHPROP. FH8" FREDERICKWATER W/L-APROP. FHSEDIMENTFOREBAYMICROPOOLEXTENDEDDETENTIONPOND (SWM1)SWMACCESSBENCHSWM ACCESSBENCHSWM RISERPROP.SPRINKLERROOM8" W/L-A8" W/L-APROP. FW20' W/L ESMT1-45° BEND1-22.5° BEND1-6" G.V.1-8" G.V.8"X6" TEE8"X6"CROSSPROP. FH1-6" G.V.1-6" G.V.1-6" G.V.PROP. 6" DOM. WATER& FIRE SERVICEPROP. 2" WATER DOM.WATER SERVICEPROP. 6" CL 52 DIPRESTRAINED FIRESERVICE(SEE NOTE 6)PROP. 1"WATERMETERPROP. 1" DOMESTICWATER SERVICE1-22.5° BEND1-45° BEND W/FOSTER ADAPTEREXTEND & REPAIR/REPLACE EX STM. SEW.DS1DS2DS3DS4DS5DS6DS7DS8DS9DS10DS11DS12DS13DS14DS15DS16DS17DS18DS19DS20DS21DS26DS27DS28DS29DS30DS32DS31DS22DS23DS24DS25PROP. STM.SEW.PROP. 12' CL. I. RIP-RAPPROP. 20' CL. I.RIP-RAPPROP. CL. I.RIP-RAPARMOR 12' WIDESPILLWAY W/ CL. I.RIP-RAP4' AQUATICBENCH6' AQUATICBENCH10YR WSE = 678.99PROPOSED BUILDING4 STORY SENIOR RESIDENTIAL (63 UD UNITS)FUTURE BUILDINGADDITION CHURCH100YR WSE =680.01PROP. 3"x2" REDUCERPROP. 3" WATER DOM.WATER SERVICE8"X6" REDUCER45° BEND45° BEND2-45° BENDPROP.CLEANOUTS(TYP.)4" SAN. LAT. 2-45° BEND1-22.5°BEND1-45°BENDLAT.
8" SAN. 2" SAN. FORCE LAT.1-45° BEND2"X2" TEE1-22.5° BENDW/ FOSTERADAPTERPRIVATE PUMPSTATION(SEE DETAILS)PUMP STATIONCONTROL PANEL(SEE DETAIL)STANDBYGENERATOR12" W
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B 12" FREDERICKWATER W/L-D6" W/L - A5' DIAMETER MHPRIVATEFWPROP. CITY OFWINCHESTER W/LPROP. 8" SAN. SEW.DROP C/O1-45° BEND1-6" G.V.1-45° BEND1-45° BEND2-45° BEND W/FOSTER ADAPTERFIRE LINE BACKFLOW PREVENTER2" SEWER BALL VALVE.OWNERSHIP CHANGESFROM PRIVATE TO FWAT VALVEPROP.PUBLIC 2"FMPROP. 20' STMSEW ESM'TPROP. 20' STMSEW ESM'TPROP. 20' STM. ESM'T.12"x8" TEE2-12" GV1-8" GV8" FREDERICKWATER W/L-CRELOCATECITY W/L8"X8" TEE3-8" GVCONTRACTOR TO VERIFY COVEROVER EX. UTILITIES ANDRELOCATE AS NECESSARY TOPROVIDE MIN. COVER8"X6" REDUCER6" W/L-AWET TAP/ TEE THRUBALL VALVE BY FW1-8" G.V.18" SCH 80 SLEEVEWITH IN FW ESM'T.6" SCH 80 SLEEVEWITH IN FW ESM'TEND W/PROP.CAP & FLUSHINGASSEMBLY, SEENOTE 9PROP. 20' STM. ESM'T.151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERING603001530SCALE: 1" = 30'NOTES:1. ALL ROOF LEADERS, UNLESS OTHERWISE REFERENCED, SHALL BE 6" PVC SDR35. ROOF LEADER CONNECTION TODOWNSPOUT SHALL BE PER ARCHITECT DETAIL.2. POWER, COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FOR REFERENCE PURPOSES IN COORDINATION OFCONSTRUCTION. DESIGN OF THESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANY PROVIDING THESESERVICES. IF ANY CONFLICTS BETWEEN THE CIVIL PLANS AND THE UTILITY COMPANY PLANS, THE ENGINEER MUST BENOTIFIED IMMEDIATELY TO DETERMINE THE BEST COURSE OF ACTION.3. A 2" NEPTUNE T-10 WATER METER WITH 2" SERVICE LINE IS PROPOSED. INSTALL PER FREDERICK WATER DETAIL -9-,SEE SHEET 34, SIZING FOR THE WATER METER FOR THE RESIDENTIAL BUILDING BASED UPON A DOMESTIC WATERLOAD 658.4 WSFU, 152.5 GPM AND 3" SERVICE LINE ENTERING THE BUILDING.4. A 1" NEPTUNE T-10 WATER METER IS PROPOSED FOR THE CHURCH BASED UPON 51 WSFU, SEE DETAIL -8-, SHEET 34.5. = TEST PIT SYMBOL6. RECORDS FOR THE EXISTING WATER LINE ALONG SENSENY ROAD IS THOUGHT TO BE 12" PER AVAILABLE RECORDS,BUT THE CONTRACTOR NEEDS TO TEST PIT THE EXISTING WATER LINE TO CONFIRM THE SIZE AND PRIOR TOORDERING MATERIALS FOR CONNECTION.7. DEVELOPER RESPONSIBLE FOR OBTAINING OFFSITE TEMPORARY GRADING EASEMENTS AND OR ANY USACE NWP,PRIOR TO START OF CONSTRUCTION IN THOSE AREAS.8. CONTRACTOR TO CLOSELY COORDINATE ALL FINAL GRADE FEATURES BEFORE INSTALLING UNDERGROUND VAULTSAND UNDERGROUND PIPING. TOP OF VAULT TO BE FLUSH WITH FINAL GRADE.9. W/L STUB INTENDED TO BE 1 JOINT OF PIPE 20' BUT POTENTIAL CONFLICT WITH EXISTING GAS LINE. A MINIMUM 10'STUB MAY BE ALLOWED TO AVOID CONFLICT AS SHOWN. FW INSPECTOR TO DETERMINE END OF W/L STUB ANDFLUSHING ASSEMBLY LOCATION BASED UPON EXISTING FIELD CONDITIONS.10. BALL VALVE TO BE LOCATED ON PROPERTY LINE. FW OWNERSHIP ENDS AT BALL VALVE.MATCH
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NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST 11564A21202223EX. SAN. ESMTTO BE VACATED11610910+0011+0010+75.3110+86.3911+0011+22.2011+86.40FITNESSROOMCOMMUNITYROOM11+0012+0013+0014+0010+0011+0012+0013+0014+0015+0016+0017+0017+77.121-45°BENDCUT IN TEE 12"X16",LONG MJ SOLID SLEEVES,1-12" G.V., 2-16" G.V.'S,AND JOINT RESTRAINTSON EX W/L12"X8" TEE2-12" G.V.1-8" G.V.1-12" END CAPW/ PROP.FLUSHINGASSEMBLYTEST PIT(TYP.)WET TAP/TEE THRUBALL VALVE BY FWPROP.STORMESMTPROP.STORM ESMT12" FREDERICKWATER W/L - DPROP.8" WLPROP.12" W/LPROP. 2"SAN.FORCELAT.12" W/L - C8" W/L - ACONTRACTOR TO VERIFY COVEROVER EX. UTILITIES ANDRELOCATE AS NECESSARY TOPROVIDE MIN. COVERPROP. COUNTY12" W/L W/L-DEX. SAN FM. APPROX.LOCATION PERAVAILABLE RECORDS.PROP. AIRRELEASE VALVE1-45° BENDW/ FOSTERADAPTER1-22.5° BENDW/ FOSTERADAPTER2" SEWER BALL VALVE.OWNERSHIP CHANGESFROM PRIVATE TO FWAT VALVE8"X8" TEE3-8" GV151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERING603001530SCALE: 1" = 30'MATCH LINESHEET 17NOTES:1. ALL ROOF LEADERS, UNLESS OTHERWISE REFERENCED, SHALL BE 6" PVC SDR35. ROOF LEADER CONNECTION TODOWNSPOUT SHALL BE PER ARCHITECT DETAIL.2. POWER, COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FOR REFERENCE PURPOSES IN COORDINATION OFCONSTRUCTION. DESIGN OF THESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANY PROVIDING THESESERVICES. IF ANY CONFLICTS BETWEEN THE CIVIL PLANS AND THE UTILITY COMPANY PLANS, THE ENGINEER MUST BENOTIFIED IMMEDIATELY TO DETERMINE THE BEST COURSE OF ACTION.3. A 2" NEPTUNE T-10 WATER METER WITH 2" SERVICE LINE IS PROPOSED. INSTALL PER FREDERICK WATER DETAIL -9-,SEE SHEET 34, SIZING FOR THE WATER METER FOR THE RESIDENTIAL BUILDING BASED UPON A DOMESTIC WATERLOAD 658.4 WSFU, 152.5 GPM AND 3" SERVICE LINE ENTERING THE BUILDING.4. A 1" NEPTUNE T-10 WATER METER IS PROPOSED FOR THE CHURCH BASED UPON 51 WSFU, SEE DETAIL -8-, SHEET 34.5. = TEST PIT SYMBOL6. RECORDS FOR THE EXISTING WATER LINE ALONG SENSENY ROAD IS THOUGHT TO BE 12" PER AVAILABLE RECORDS,BUT THE CONTRACTOR NEEDS TO TEST PIT THE EXISTING WATER LINE TO CONFIRM THE SIZE AND PRIOR TOORDERING MATERIALS FOR CONNECTION.7. DEVELOPER RESPONSIBLE FOR OBTAINING OFFSITE TEMPORARY GRADING EASEMENTS AND OR ANY USACE NWP,PRIOR TO START OF CONSTRUCTION IN THOSE AREAS.8. CONTRACTOR TO CLOSELY COORDINATE ALL FINAL GRADE FEATURES BEFORE INSTALLING UNDERGROUND VAULTSAND UNDERGROUND PIPING.MATCH LINE SHEET 15WATER MAIN CONNECTION NOTES:1. TEST PIT THE EXISTING MAINS PER FREDERICK WATER INSPECTOR'S REQUIREMENTS2. INSTALL JOINT RESTRAINTS ON EXISTING WATER MAIN PER CURRENT FREDERICK WATER REQUIREMENTS PRIOR TOSHUT DOWN3. PREPARE WORK AS FAR IN ADVANCE AS POSSIBLE TO MINIMIZE SHUT DOWN TIME4. HAVE SUFFICIENT RESOURCES ON-SITE TO ACCOMPLISH TASKS PER FREDERICK WATER INSPECTOR'SREQUIREMENTS5. PREPARE A WATER SHUT DOWN PLAN SATISFACTORY TO THE FREDERICK WATER INSPECTOR. FIREWATCH, NIGHTTIME WORK, ETC. MAY BE REQUIRED.6. SCHEDULE SHUTDOWN WITH THE FREDERICK WATER INSPECTOR, FREDERICK COUNTY FIRE MARSHALL, AND ALLAFFECTED CUSTOMERS AT LEAST (7) DAYS IN ADVANCE, AND MAKE PREPARATIONS AS REQUIRED BY ALL PARTIES.77
STAIR5' S/WLIGHT POLE(TYP)OBJECTRD C/L STATION = 13+90LINE OF SIGHT STATION = 3+90.38OBJECTRD C/L STATION = 6+10LINE OF SIGHT STATION = 3+92.11390' INTERSECTIONSIGHT DISTANCE390' INTERSECTIONSIGHT DISTANCE14.5'390'390'4'4'4+005+007+008+009+0010+0011+0012+0013+0014+0015+0016+0018+01+002+003+003+92.110+001+002+003+006+000+001+002+003+003+90.42390'OBJECTRD C/L STATION = 13+78LINE OF SIGHT STATION = 3+90.42EYERD C/L STATION = 10+00LINE OF SIGHT STATION = 0EYERD C/L STATION = 9+88LINE OF SIGHT STATION = 0696694
6926906846906946966866886926966906926946966986690690692692694696690692694690688690 688Horizontal Scale: 1"=50Vertical Scale: 1"=54+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 0-50680685690695700℄ PRIVATE DRIVEPROPOSEDGRADE390' SIGHT LINE3.5' EYEHEIGHT3.5'OBJECTHEIGHTINTERSECTION SIGHT DISTANCE PROFILE LEFT TURN LANE (RIGHT)SCALEH: 1" = 50'V: 1"=5'Horizontal Scale: 1"=50Vertical Scale: 1"=5685690695700705℄ PRIVATE DRIVEPROPOSEDGRADE3.5'OBJECTHEIGHT3.5' EYEHEIGHTINTERSECTION SIGHT DISTANCE PROFILE LEFT TURN LANE (LEFT)SCALEH: 1" = 50' V: 1"=5'680685690695700685690695700705-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50390' SIGHT LINEHorizontal Scale: 1"=50Vertical Scale: 1"=5685690695700705℄ PRIVATE DRIVEPROPOSEDGRADE3.5'OBJECTHEIGHT3.5' EYEHEIGHTINTERSECTION SIGHT DISTANCE PROFILE RIGHT TURN LANE (LEFT)SCALEH: 1" = 50'V: 1"=5'685690695700705-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50390' SIGHT LINE151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGPLAN VIEW1" = 50'NOTES:1. INTERSECTION SIGHT DISTANCE DETERMINED FROM TABLE 2-5 FROMAPPENDIX F OF THE VDOT ROAD DESIGN MANUAL ISSUED JANUARY,2005, REVISED JULY, 2017 UTILIZING THE LEGAL SPEED OF 35 MPH.THE REQUIRED INTERSECTION SIGHT DISTANCE IS 390 FT.564.4606.442606.478
STANDBYGENERATORPUMP STATIONCONTROL PANEL(SEE DETAIL)CONTRACTOR TO FIELD VERIFY ASBUILTCONDITIONS OF INTERSECTION PRIOR TOSTART OF CONSTRUCTION, ENGINEERSHALL BE NOTIFIED IMMEDIATELY IF ANYCONFLICTS ARISER1-1HEHCCDDFIIHHRELOCATE EXISTING SIGNM1-V2AROAD WIDENINGROAD WIDENINGCCTYPE B PARKINGSPACE PAINTHC STRIPING PERDETAIL (TYP)HC STRIPINGPER DETAIL (TYP)CL151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGPAVEMENT MARKING LEGENDLANE LINES (BROKEN) - WHITE, TYPE B, CLASS IMARKINGS, 4" WIDE x 10' LONG, SPACED 30'EDGE LANE LINES (SOLID) - YELLOW, TYPE B, CLASS IMARKINGS, 4" WIDE LENGTH AS SHOWN ON PLAN.(OPTIONAL)CHANNELIZING LANE LINES (SOLID) - WHITE, TYPE B,CLASS I MARKINGS, 4" WIDE, LENGTH AS SHOWN ONPLANEXTENDED LANE LINES (DOTTED) - COLOR ASSHOWN, TYPE B, CLASS I MARKINGS, 4" WIDE x 2'LONG, SPACED 6'. (OPTIONAL) 8" WIDTH TO BE USED FOR EMPHASIS ATROUNDABOUT. (OPTIONAL)STOP BAR (SOLID) - WHITE, TYPE B, CLASS IMARKINGS, 24" WIDECROSSWALK LINES - WHITE, TYPE B, CLASS IMARKINGS, 12" WIDE x 6' LONG, SPACED 18". SOLIDWHITE TRANSVERSE LINES PLACED PARALLEL TOONCOMING TRAFFIC.TYPE B, CLASS I WHITE PAVEMENT MARKING, 6"WIDE PARALLEL LINES SPACED 6 FEET APART.TYPE B, CLASS I PAINTED YELLOW DOUBLE LINEPAVEMENT MARKING, 4" WIDTH, SEPARATED BY A 7"SPACE, LENGTH AS SHOWN ON PLANTYPE B YELLOW PAVEMENT MARKING, 24" WIDTH,LENGTH AS SHOWN, SPACED 12' AT 45° ANGLE.TRIANGLE YIELD STRIPE (OPTIONAL)TYPE 3 BARRICADES - RETROREFLECTIVE RAILFACES WITH R11-2 "ROAD CLOSED" SIGN.TYPE B CLASS I WHITE PAVEMENT MARKING 24"WIDTH, LENGTH AS SHOWN, HASHES SPACED 12" ONCENTER AT 45° ANGLE.TYPE B, CLASS I WHITE PAVEMENT MARKING,ELONGATED TURN LANE ARROW.TYPE B, CLASS I WHITE PAVEMENT MARKING,ELONGATED TURN LANE ARROW.TYPE B, CLASS I WHITE PAVEMENT MARKING,ELONGATED LANE ARROW.ABCDEGFHIJKSIGNAGE AND PAVEMENT MARKING NOTES1. ALL PROPOSED SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERETO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS.2. ALL SIGNS SHALL BE CONSTRUCTED FROM ENCAPSULATED LENS SHEETING.3. PROPOSED SIGN LOCATIONS ARE APPROXIMATE AND SHALL BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER OBSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE #1.4. FOR COLOR COMBINATIONS AND/OR LETTERING SIZE, REFER TO THE VIRGINIA SUPPLEMENT TO THE MUTCO.5. ANY EXISTING PAVEMENT MARKINGS WHICH WILL CONFLICT WITH PROPOSED PAVEMENT MARKINGS SHALL BE COMPLETELY ERADICATED.6. LIMITS SHOWN OF PROPOSED MARKINGS ARE APPROXIMATE AND SHALL BE MODIFIED IN THE FIELD TO INSURE THAT PROPOSED PAVEMENT MARKINGS CONTINUE UNTIL EXISTING PAVEMENT MARKINGS CAN BE MATCHED.7. CURB SIGNS SHALL BE PLACED 2' FROM FACE OF CURB TO LEADING EDGE OF SIGN.8. SIGN MOUNTING HEIGHT SHALL BE A MINIMUM OF 7' PER THE MUTCD.9. PROPOSED POSTED SPEED LIMITS GREATER THAN 25 MPH REQUIRE AN ENGINEERING SPEED STUDY STAMPED BY A LICENSED PROFESSIONAL ENGINEER TO BE SUBMITTED TO VDOT FOR REVIEW AND APPROVAL PRIOR TO ERECTING SIGNS.10. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE REVIEWED IN THE FIELD WITH THE VDOT INSPECTOR 72 HOURS PRIOR TO INSTALLATION.11. THERMO-PLASTIC MARKINGS SHALL BE USED.PARKING LOT - MAIN DRIVE ISLENOT TO SCALETYPICAL PAVEMENT SECTION #16.0" SUBBASE VDOT STD. 21B1.5" SM-12.5A SURFACE COURSEVDOT VTM-1 METHOD)AT OPTIMUM MOISTURE CONTENT(COMPACTED TO 95% DENSITYCOMPACTED SUBGRADEOF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 4. SOIL TEST PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.4.5" BM-25 BASE COURSENOTES:1. SENSENY ROAD PAVEMENT SECTION TO MATCH EXISTING PAVEMENT SECTION.REFERENCE GEOTECHNICAL ENGINEERING REPORT SENSENY PLACEAPARTMENTS BY ECS, PROJECT NUMBER 01:29733, DATE MARCH 18, 2020 FOREXISTING PAVEMENT CORES ALONG EXISTING SENSENY ROAD.L79
N 32°06'42" E 918.87'S 35°50'07" W 685.31'N 71°45'
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12+00PROP.FDCPROP. FHPROP. FHPROP. FHPROP.SPRINKLERROOMPROP. FHSIGNTYPE "C"SIGNTYPE "A"SIGNTYPE "C"SIGNTYPE "D"SIGNTYPE "D"SIGNTYPE "D"SIGN TYPE "C"SIGNTYPE "A"SIGNTYPE "D"MODIFIEDSIGNTYPE "D"MODIFIEDSIGNTYPE "D"SIGN TYPE "D"MODIFIEDSIGN TYPE "D"MODIFIEDSIGNTYPE "D"SIGNTYPE "C"SIGNTYPE "A"PROPOSED BUILDING4 STORY SENIOR RESIDENTIAL (63 UD UNITS)FFE:696.50'RETAINING WALLW/ HANDRAILLIFE SAFETY PLANSENSENY PLACERED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VARev. No. Date---- ----1" = 40'2004/20/2020RLK/KAS19-09376387W*THIS VIEW FOR FIRE LANE MARKINGS & SIGNAGE ONLY151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERING80
EX1EX2EX4EXJEXLEXKEXK1EXK2EX3STAIRS (5R)FUTURE PRAYER LABYRINTH5' S/W5' S/W
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TCFLOWPATHEX1EX2EX4EXJEXLEXKEX2CEX2BEXK1EXK2EXK3EX31DA = 49.10 ACCN = 844DA = 1.68 ACCN = 776DA = 0.90 ACCN = 88STUDYPOINT #12DA = 1.39 ACCN = 863DA = 1.64 ACCN = 835DA = 1.85 ACCN = 82TCFLOWPATHTCFLOWPATHTC FLOWPATHEX1EX2EX4EX2CEX2BEX3STAIRS (5R)FUTURE PRAYER LABYRINTH5' S/W5' S/W
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(SEE DETAIL)STUDYPOINT #15DA = 2.06 ACCN = 861DA = 48.93 ACCN = 842DA = 1.48 ACCN = 816DA = 0.86 ACCN =89TCFLOWPATHTCFLOWPATHTCFLOWPATHTC FLOWPATH34DA = 0.98 ACCN = 80DA = 2.29 ACCN = 94EX1EX2EX4EX2CEX2BEX3STAIRS (5R)FUTURE PRAYER LABYRINTH5' S/W5' S/W74.02'39.01'34.02'39.2'105.98'88.8'80.81'STANDBYGENERATORPUMP STATIONCONTROL PANEL(SEE DETAIL)STUDYPOINT #1TCFLOWPATHTCFLOWPATHTCFLOWPATHTC FLOWPATH151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSITE BOUNDARYDRAINAGE AREA LABELSDRAINAGE DIVIDESONSITE DRAINAGE AREASTREATED BY SWM DEVICESWM LEGEND1-6STORMWATER MANAGEMENT & BEST MANAGEMENT PRACTICES SUMMARYTHE WATER QUALITY REQUIREMENTS WILL BE MET BY THE PROPOSED DRY POND ANDPURCHASING OFFSITE NUTRIENT CREDITS. THE STORM WATER REQUIREMENTS(CHANNEL AND FLOOD PROTECTION) WERE MET BY THE PROPOSED DRY POND FORSTUDY POINT 1.OFFSITE DRAINAGE AREASTO SWM DEVICE(UNCONTROLLED)PRE-DEVELOPMENT SWMDRAINAGE DIVIDE MAP1" = 100'POST-DEVELOPMENT SWMDRAINAGE DIVIDE MAP1" = 100'OFFSITE SWM DRAINAGEDIVIDE MAP1" = 300'82
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+0065566066567067568068569065566066567067568068569012.0'TOP OF BERMELEV.=682.2048' - 30" RCP ASTM C-361(RUBBER GASKETS W.T.JOINTS) @ 1.25%3:1
10+00=EW-1 (30")INV OUT = 674.2010+58= RISER STRUCTURE (4'x4')INV OUT = 674.80 (30")INV IN = 675.00 (12" REV. PIPE)10TOP=678.0311TOP=679.2030' CL. 1RIP-RAP3:112.0'POND ACCESSBENCH (4% MAX.)3:1MICRO POOLWSE=675.00(Tv=5,182 ft3)10+80.5=EW-1 (12")INV IN = 672.0012TOP=673.001YR WSE=677.6210YR WSE=679.01100YR WSE=680.01**EX. GRADEPROP. GRADEPHREATIC- LINE4:124.5'-12" SCH 40PVC REVERSEPIPE @ -12.2%4.0'CONTROLLED FILL -EMBANKMENT TO BECONSTRUCTED WITH CLAYCORE 1:1 SIDE SLOPESCONCRETECRADLE6656706756806856906957006656706756806856906957009+50 10+00 10+50 11+00 11+50 12+0012.0'FOREBAYWSE=684.10(Tv=2,698 ft3)3:13:1
AQUATICBENCH (TYP)FOREBAYSPILLWAYCLAY LINER (TYP)EXTEND TO ELEV685.0 AT FOREBAYPROP. GRADEEX. GRADEEX. 8" SAN. SEW. XING4' AQUATICBENCH4%POND ACCESSBENCH (4% MAX.)4%151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGNOTES:1. PROPOSED DRY EXTENDED DETENTION POND LEVEL 1 DESIGNFOR STORMWATER QUANTITY AND QUALITY.2. REMAINING STORMWATER QUALITY CONTROL WILL BE PURCHASEOF OFFSITE STORMWATER CREDITS.3. THE 100 YEAR WATER SURFACE ELEVATION (WSE) ASSUMES ALLOPENINGS BELOW THE TOP OF THE RISER ARE CLOGGED ANDTHE STARTING WSE IS THE TOP OF THE RISER.4. ALL STORMWATER MANAGEMENT FACILITIES TO BE CERTIFIED BYA GEOTECHNICAL ENGINEER OR CONSTRUCTION INSPECTOR.5. EMBANKMENT CONTROLLED FILL (SOIL MATERIALS) TO BECERTIFIED BY A GEOTECHNICAL ENGINEER.6. REFER TO GENERAL NOTES - PERMANENT SWM EMBANKMENTNOTES ON SHEET 2.7. PHREATICLINE DOES NOT CROSS THE TOE OF THE EMBANKMENTTHEREFORE NO DRAINAGE SYSTEM IS REQUIRED.8. POND OUTFALL PIPE SHALL BE BEDDED WITH FINE GRAINEDSOILS. FINE GRAINED SOILS SHALL HAVE STONE 1" OR LESS INDIAMETER FOR A MINIMUM OF 2' AROUND PIPE IN AREAS OFBACKFILL.9. CLAY CORE 4' MINIMUM WIDTH STARTING AT THE 10YR WSE AND1:1 SIDE SLOPES. CLAY CORE ONLY NEED IN AREA DISTURBEDWITH INSTALLATION OF THE PROPOSED POND OUTFALL PIPE,SINCE THE POND EMBANKMENT IS LOCATED WITHIN ALL CUT30" RCP ASTM C-361(RUBBER GASKETSW.T. JOINTS)4'2.6'**THE 100 YEAR WATER SURFACE ELEVATION(WSE) ASSUMES ALL OPENINGS BELOW THETOP OF THE RISER ARE CLOGGED AND THESTARTING WSE IS AT THE TOP OF THE RISER.3:112' WIDEPROP. GRADE1 YR WS ELEV 677.62'10 YR WS ELEV 679.01'100 YR WS ELEV 680.01'**STORMWATER MANAGEMENT BASIN 2PRINCIPAL RISER SECTIONNTSTOP OF RISERELEV =679.20TOP OF BERMELEV.=682.20TYP. TRASH RACK BYPLASTIC SOLUTION ORAPPROVED EQUAL6.0" ORIFICEINV.=672.00INV.=674.802' CLAY LINER WITH 6"TOPSOIL CAPTERMINATE LINER@ 10 YR WSE4000 PSI CONCRETEPRECAST RCP BASE ANDRISER STRUCTURE (VDOT) -SWM-1 SQUARE INSIDE 4' x 4'CONCRETE FILLFOR BUOYANCYNORMAL POOL WS ELEV 675.00' INV.=675.0012" SCH 40 PVCWEIR ELEV = 677.802.0' W x 0.67' HVDOT EW-1 (SEE LOW FLOWORIFICE DETAIL, THIS SHEET)ELEV = 672.20STORMWATER MANAGEMENT BASIN 2PRINCIPAL RISER PLAN VIEWNTS2.0' W x 0.67' HWEIRPLASTIC SOLUTIONS TRASH RACKOR APPROVED EQUALTOP TRASH RACK NOTSHOWN FOR CLARITY30" PIPE4000 PSI CONCRETEPRECAST RCP BASE ANDRISER STRUCTURE (VDOT) -SWM-1 SQUARE INSIDE 4' x 4'14" STEEL PLATE BOLTED TO EW-1WITH 6.0" DIAMETER LOW FLOW ORIFICE(SEE LOW FLOW ORIFICE DETAIL THISSHEET)VDOT EW-1PLASTIC SOLUTIONS BMPTRASH RACK12" PIPE6" CONCRETE SLABFOR ORIFICE GRATE4'4'6.0" DIA.ORIFICE(LOWFLOW)6.0" DIA.ORIFICE(LOW FLOW)12" PIPE14" STEEL PLATEBOLTED TO EW-1VDOT EW-1VDOT EW-114" STEEL PLATEBOLTED TO EW-1LOW FLOW ORIFICE DETAILNTSPLASTIC SOLUTIONS BMPTRASH RACKCONC. APRON(SLAB)4'2.6'STORMWATER MANAGEMENT BASIN 2PRINCIPAL RISER FRONT VIEWNTSTOP OF RISERELEV =679.20TYP. TRASH RACK BYPLASTIC SOLUTION ORAPPROVED EQUAL4000 PSI CONCRETEPRECAST RCP BASE ANDRISER STRUCTURE (VDOT) -SWM-1 SQUARE INSIDE 4' x 4'CONCRETE FILLFOR BUOYANCY 12" REVERSEPIPE INV.=675.00WEIR ELEV = 677.802.0' W x 0.67' HELEV = 672.202.0'0.67'SIDE TRASH RACK NOTSHOWN FOR CLARITYNOTES:1. CONSTRUCTION TO COMPLY WITHRECOMMENDATIONS FROM GEOTECHNICALREPORT.CLAY LINER NOTES:1. A CLAY LINER SHOULD HAVE A MINIMUM THICKNESS OF 24 INCHES ANDSHOULD COMPLY WITH THE SPECIFICATIONS PROVIDED IN TABLE 3.07-3.2. A LAYER OF COMPACTED TOPSOIL (MINIMUM 6-12 INCHES THICK) SHOULD BEPLACED OVER THE LINER BEFORE SEEDING WITH AN APPROPRIATE SEEDMIXTURE (REFER TO VESCH, 1992 EDITION).3. A SYNTHETIC LINER WITH A MINIMUM THICKNESS OF 60 MIL. OR OTHER LINERTYPES MAY BE USED IF SUPPORTING DOCUMENTATION IS PROVIDEDVERIFYING THE LINER MATERIAL'S PERFORMANCE.4' WIDE AQUATICBENCH ( FOR SAFETYPURPOSES)3:1 SIDE SLOPE3:1 SIDE SLOPEAQUATIC BENCH DETAILNOT TO SCALEFOREBAYS &MICRO POOL18"2.5%12'FOREBAY SPILLWAYNOT TO SCALE0.9'2:1 2:1TOP OF BERM = 685.0016'ELEV = 684.1083
SANITARY SEWEREX STR "J" - EX STR "L"660665670675680685690695700660665670675680685690695700EX. RIM = 694.13EX L12+69.00 = EX MH (REPLACE MH)EX INV OUT = 686.80EX INV IN = 687.1112+18.00 = MHINV OUT = 685.50INV IN = 685.7551' - 8"SDR 26@ 2.06%CRIM = 697.03ARIM = 677.60183' - 8"SDR 26 @ 3.01%35' - 8"SDR 26 @5.77%10+00.00 = MHINV OUT = 670.73INV IN = 670.98INV IN = 670.98EX. 50' - 8"CLAY @ 0.93%EX. RIM = 679.66EX JEX. RIM = 678.32EX K09+50.44 = EX MHEX INV OUT = 670.15EX INV IN = 670.27PROP.RETAININGWALLEX. GRADE@ PIPE C/LPROP. GRADE@ PIPE C/LPROP 24"STORM XINGPROP 12"STORM XING9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+009+003'MIN.PROP 6"W/L XING10+35.00 = INSIDE DROP MHINV OUT = 673.00INV IN = 680.00 (8")BRIM = 696.25SANITARY SEWERSTR "A" - EX STR "K2"655660665670675680655660665670675680ARIM = 677.60132' - 8"SDR 26 @0.66%10+00.00 = MHINV OUT = 670.73INV IN = 670.98INV IN = 670.98EX. GRADE@ PIPE C/LPROP. RIP-RAP9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+0013+50EX. RIM = 674.51EX K1EX. RIM = 676.15EX K213+00.66 = EX MHEX INV OUT = 672.82EX INV IN = 672.9311+32.14 = EX MH (REMOVE AND REPLACE MH)INV OUT = 671.85EX INV IN = 671.95EX. 168.5' - 8"CLAY @ 0.52%9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+006756806856906957006756806856906957004.0'MIN.2" CTS HDPE DR11SANITARYFORCE LATERAL13+63.01= CONNECT TO13+55.71= 45° BEND13+51.49= 45° BEND10+00.00= 2" x 2" TEEPROP 8"EX. GRADEPROP.GRADESANITARY SEWER FORCE LATERALGPROP PUMP STATION1.5'MIN.PROP. 12" W/L XINGAPPROX. LOC.EX. 2" W/L XINGCONNECT TO EX SAN SEWERPROP 15" STORM XINGEX 8" GAS XING (APPROX.)1.5'MIN.1.5'MIN.WET TAP/ TEETHRU BALLVALVE BYFREDERICKWATERTEST PITTEST PITCONTRACTOR TOVERIFY EXISTINGUTILITY DEPTHS &TIE-IN LOCATIONSW/L XING9+50 10+00 10+50 11+00 11+5066567067568068569069570070566567067568068569069570070557' - 8" SDR35/26 @0.51%10+00.00= TIE TO PROP PUMP STATIONINV OUT=685.25INV IN=685.25INV OUT=685.70INV IN=689.36RIM=696.00PROP 18" STORM XING10+60.30= CLEANOUT(DROP)10+69.62= 45° BEND10+73.12= 45° BEND10+84.12= TIE TO BLDG SANINV OUT=689.6010+81.12= CLEANOUTSTA10+57.36ELEV685.71CROWN686.043' - 8" SDR@ 5.45%24' - 8"SDR 35/26@ 1.00%10+57.36= WYEINV OUT=685.54INV IN=685.54INV IN=685.71FFE=696.50'BLDG FACE1.5'MIN.EX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/LPROP 6"STORMXING1.5'MIN.9+50 10+00 10+50 11+00 11+50 12+00 12+50665670675680685690695700705665670675680685690695700705194' - 4" SDR 35/26@ 2.00%10+00.00= WYEINV OUT=685.54INV IN=685.71INV IN=685.5410+07.74 = 45° BEND10+21.71= CLEANOUT10+71.71= CLEANOUT11+19.69= CLEANOUT11+85.40= CLEANOUT11+94.23= TIE TO BLDG SANINV OUT=689.60STA10+00.00ELEV685.54CROWN686.21PROP 15"STORM XING11+55.53= 22° BEND11+67.08= 45° BENDFFE=696.50'BLDG FACECONNECTTO PROP8" SEWERSTRUCTUREEX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/L11+69.68= CLEANOUT1.5'MIN.1.5'MIN.PROP 6"STORMXINGSANITARY SEWER LATERAL - CHURCHFHGFED10+38.45= CLEANOUTSANITARY SEWER LATERAL- RESIDENTIAL BLDGIPROP 8" W/L XING10+70= PROP.2" BALL VALVEPRIVATEFWPROP 6" SCH 80SLEEVE WITH INFW ESM'T18" STEELSLEEVEWITH IN FWESM'TUTE DRAINS TO WATERWAYS
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DRAINS TO WATERWAYSEXK1PROP. 20' CITYSAN. SEW.ESMN'TEXK211+0012+0013+0010+00EXJEXKPROP. 8" SAN. SEW.151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGPLAN VIEW1" = 50'PLAN VIEW1" = 50'PLAN VIEW1" = 50'NOTES:1. CONTRACTOR TO TEST PIT EXISTING UTILITIES AND RELOCATE AS NECESSARY.2. ALL RESTRAINT JOINTS TO EXTEND 20' INTO CUT
84
STANDBYGENERATORPUMP STATIONCONTROL PANEL(SEE DETAIL)PUMP STATIONWET WELL(SEE DETAIL)45° BENDS2" CTS HDPEDR11 FORCEMAIN4" SANITARYLATERAL151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGPS PLAN VIEW1" = 10'concrete4' min.4' min.3'10'1'NOTES:2'1'to pumpstation18" dia.holeundergroundpowerelectricsocketmeter(see notes1 thru 5)weather proof strobelight andvibrating horn(see notes 6 & 7)overhead light to be mounted onextention 2' above and 1' in frontof enclosure. (see notes 8 & 9)1. Enclosure construction: a. to meet NEMA 3R standards b. 4'-0" (W) x 4'-0" (H) x 1'-0" (D) c. 12 gage galvanized steel d. double doors with: 1) heavy duty hinges 2) heavy duty 3 point latching mechanism 3) heavy duty hasp (for padlock) e. drip shield f. back panel (of 12 gauge steel) to provide a minimum of 5/8" clearance2. The following items are to be mounted in enclosure: b. automatic transfer switch c. circuit breaker panel d. 110 V outlet e. pump control panel3. Controls to be in their own enclosures and mounted inside panel enclosure.4. The pump control panel shall be accessible without cutting off power.5. Inside 110 V outlet to be on separate circuit6. Light and horn shall be Edwards model no. 50-R (light) and model no. 876-N5 (horn) or Engineer approved equal.7. Alarm light and horn to have manual on/off switch inside control enclosure.8. Overhead light to be on separate circuit and have on/off switch inside enclosure. 9. Overhead light to be 175 watt 120 V equivalent LED security light.GRINDER SEWER PUMP STATIONELECTRICAL CONTROLS ENCLOSUREconduit togeneratormin. a. main disconnect minimum dimensions3 phase power monitorhigh water (wet well)pump #2 failurepump #1 failureOVERALL WIRINGload sideof metertolight(s)high water (wet well) 120 Vsensor for alarm light and hornnormally opendry contactshigh wateralarmcontactscontrolpaneltogenerator110 V alarm light and horn(with manual on/off switch)alarm wiring (inseparate conduit)110 V receptacle(inside enclosure)circuit breakerpanelmaindisconnectovercurrentprotectiongroundper N.E.C.codeautomatictransferswitchTYPICAL WIRING DIAGRAMSSEWER PUMP STATIONNOTE:Pump station controls shallprovide low voltage, shortcircuit and overload protectionon all phases.NOTE:The pump station alarm system shall monitor the main power supply, the auxiliary power supply,failure of each pump to discharge, high liquid level in the wetwell and have a test function.78 GPM @ 120' TDH85
9+50 10+00 10+50 11+00 11+5066567067568068569069570066567067568068569069570010210+00.00=DI-3B (L=4')INV OUT=686.13INV IN=687.13INV IN=686.3810+72.00=DI-3B (L=4')INV OUT=688.509+50 10+00 10+50 11+00 11+5066567067568068569069570066567067568068569069570010310+00.00=DI-3BCC (L=6')INV OUT=686.67INV IN=687.67INV IN=686.9210+71.42=EW-1INV OUT=690.009+50 10+00 10+50 11+0067067568068569069570070567067568068569069570070510410+00.00=MH-1INV OUT=687.19INV IN=692.50INV IN=687.4410+25.67=NYP-12" W/ PED GRATEINV OUT=692.63INV IN=692.7310+49.46=NYP-12" W/ PED GRATEINV OUT=692.85INV IN=692.95 (2-6")TOP=696.00TOP=696.31TOP=696.00102A103A104A104BPROPOSEDGRADEEXISTINGGRADEHGLPROPOSEDGRADEEXISTINGGRADEHGLPROPOSEDGRADEEXISTINGGRADEHGLCOMPACT FILLTO 95%MAXIMUM DRYDENSITY PERASTM D 698TOP=693.74TOP=692.75TOP=695.209+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+0067067568068569069570070567067568068569069570070510010110210310410510610710810911111211311410+00.00=ES-1INV OUT=685.4010+27.00=DI-3B (L=4')INV OUT=685.55INV IN=685.80INV IN=685.8010+89.00=DI-3B (L=4')INV OUT=686.13INV IN=686.38INV IN=687.1311+44.00=DI-3CC (L=6')INV OUT=686.67INV IN=686.92INV IN=687.4212+06.18=MH1INV OUT=687.23INV IN=687.48INV IN=692.5012+23.53=DI-1INV OUT=687.60INV IN=687.8012+73.42=DI-1INV OUT=688.05INV IN=688.55INV IN=692.8013+03.19=DI-3B (L=4')INV OUT=688.71INV IN=688.9613+62.31=DI-3C (L=6')INV OUT=689.26INV IN=689.5114+33.86=NYP-18" W/8" SOLID COVERINV OUT=689.87INV IN=690.10 (15")INV IN=692.42 (8")INV IN=692.97 (6")14+94.12=NYP-15" W/8" SOLID COVER & REDUCER INV OUT=690.40INV IN=693.11TOP=685.40TOP=692.40TOP=696.00TOP=695.65TOP=695.39TOP=694.58TOP=696.28TOP=696.32TOP=695.85TOP=696.34TOP=694.23PROPOSEDGRADEEXISTINGGRADEHGLCOMPACT FILL TO95% MAXIMUMDRY DENSITY PERASTM D 698INV IN=690.4015+15.11=NYP-12" W/ PED. GRATEINV OUT=690.52INV IN=690.5215+65.94=NYP-12" W/ 8" SOLID COVER & REDUCERINV OUT=690.78INV IN=691.7116+34.96=DUCTILE IRON CLEANOUTINV OUT=692.0624' CL 1RIP RAPTOP=693.74TOP=695.20TOP=695.11INV IN=689.51INV IN=690.78INV IN=692.0672' - 15" HDPE @1.90%26' - 8" PVCSDR35@0.50%24' - 6"PVCSDR35@0.50%STR 102 - STR 102A STR 103 - STR 103A STR 1041 - STR 104B75' - 18" HDPE @3.61%27'- 24" HDPE @0.56%61' - 15" HDPE @0.50%PROP 8"SAN. XINGPROP 8"W/L XINGSTR 100 - STR 11462' - 24" HDPE @0.53%55' - 24" HDPE @0.54%62' - 24" HDPE @0.50%17'- 24" HDPE @0.69%50' - 24" HDPE @0.50%30' - 18" HDPE @0.54%59' - 18" HDPE @0.50%72' - 15" HDPE @0.50%PROP 4"SAN. LAT.XINGPROP 4"SAN. LAT. XINGPROP 8"SAN. LAT. XING21'- 12" HDPE @0.57%51' - 12" HDPE @0.51%69' - 6"PVC SDR35 @0.51%9+50 10+00 10+50 11+00 11+5067067568068569069570070567067568068569069570070510610+00.00=DI-1INV OUT=688.05INV IN=692.80INV IN=688.5510+42.99=NYP-12" W/ PED GRATEINV OUT=693.05INV IN=693.1510+54.45=NYP-8" W/ SOLID COVERINV OUT=693.21INV IN=693.21TOP=695.39TOP=696.05TOP=696.339+50 10+00 10+50 11+00 11+5067067568068569069570070567067568068569069570070510910+00.00=NYP-18" W/8" SOLID COVERINV OUT=689.85INV IN=692.42 (8" )INV IN=690.10 (15" )INV IN=692.59 (6" )10+70.86=NYP-12" W/ PED GRATEINV OUT=692.7810+78.61=NYP-12" W/ PED GRATE10+87.02=NYP-8" W/ SOLID COVERTOP=696.28TOP=696.23TOP=696.05TOP=696.339+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+0067067568068569069570070567067568068569069570070510120020120220320420510+00.00=DI-3B (L=4')INV OUT=685.55INV IN=685.80INV IN=685.8010+65.71=DI-3C (L=6')INV OUT=686.13INV IN=687.1311+50.93=DI-3B (L=4')INV OUT=687.55INV IN=687.8012+93.31=NYP-18" W/ PED GRATEINV OUT=689.67INV IN=689.77INV IN=691.2013+09.84=NYP-15" W/ PED GRATEINV OUT=689.85INV IN=689.9514+31.00=NYP-12" W/ PED GRATEINV OUT=690.56INV IN=690.6615+33.26=NYP-15" W/ PED GRATETOP=692.40TOP=691.47TOP=692.31TOP=694.45TOP=695.16TOP=695.22TOP=695.22106A106B109D109E109FPROPOSEDGRADEEXISTINGGRADEHGLPROPOSEDGRADEEXISTINGGRADEHGLPROPOSEDGRADEEXISTINGGRADEHGLCOMPACT FILLTO 95%MAXIMUM DRYDENSITY PERASTM D 698COMPACT FILLTO 95%MAXIMUM DRYDENSITY PERASTM D 698INV IN=692.95INV OUT=692.99INV IN=693.09INV OUT=693.1315+69.04=NYP-12" W/ PED GRATEINV OUT=691.85TOP=694.50206INV OUT=691.17INV IN=691.679+50 10+00 10+50 11+0067568068569069570070567568068569069570070571011110+00.00= NYP-15" W/8" SOLID COVERINV OUT=690.40INV IN=693.1110+16.60=NYP-15" W/ PED GRATEINV OUT=693.20TOP=696.32TOP=696.20111APROPOSEDGRADEEXISTINGGRADEHGL710COMPACT FILLTO 95%MAXIMUM DRYDENSITY PERASTM D 698INV IN=690.40INV IN=693.2071' - 8" PVC SDR35 @0.50%66' - 24" HDPE @0.50%85' - 12" HDPE @0.50%142' - 12" HDPE @1.31%17'- 12" HDPE @0.50%121' - 12" HDPE @0.50%102' - 12" HDPE @0.50%STR 106 - STR 106B STR 109 - STR 109FSTR 101 - STR 20543' - 6" PVC SDR35 @0.58%11' - 6" PVCSDR35 @0.52%8'- 6" PVC SDR35 @0.52%8'- 6"PVC SDR35 @0.50%36' - 6" PVC SDR35 @0.50%PROP 8" SAN. XINGPROP 8"SAN. LAT. XINGSTR 111 - 111A17'-12" HDPE @0.50%151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGV: 1" = 5'H: 1" = 50'86
9+50 10+00 10+50 11+00 11+5067067568068569069570070567067568068569069570070520210+00.00=NYP-18" W/ PED GRATEINV OUT=689.67INV IN=691.20INV IN=689.7710+59.59=NYP-12" W/ PED GRATEINV OUT=693.22TOP=694.45TOP=696.18202APROPOSEDGRADEEXISTINGGRADEHGLCOMPACT FILLTO 95%MAXIMUM DRYDENSITY PERASTM D 6989+00 9+50 10+00 10+50 11+0067568068569069570070571067568068569069570070571010811510+00.00=DI-3C - 6'INV OUT=689.26INV IN=689.51INV IN=689.5110+21.00=DI-3B -10'INV OUT=689.61INV IN=689.61TOP=694.58TOP=694.70HGLPROPOSEDGRADEEXISTINGGRADE9+50 10+00 10+50 11+00 11+50 12+00 12+5066567067568068569069570066567067568068569069570010+00.00=ES-1 (30")INV OUT=681.1510+47.50=DI-3C - 6'INV OUT=681.40INV IN=681.5010+96.59=DI-3CC - 6'INV OUT=681.75INV IN=681.8511+27.39=DI-1INV OUT=682.05INV IN=682.85INV IN=684.1011+35.41=DI-3B - 4'INV OUT=682.95INV IN=683.9512+33.43=ES-1 (30")INV OUT=685.65INV IN=685.65TOP=682.56TOP=688.80TOP=689.00TOP=690.40TOP=690.45TOP=686.22EXISTINGGRADEHGLPROPOSEDGRADE543216665670675680685690695700665670675680685690695700EX210+00.00=EX. DI-7INV OUT=683.62INV IN=683.94 (15"-2A)INV IN=684.35 (15"-2C)INV IN=683.92 (24"-2B)10+43.51= DI-7INV OUT=684.16PROP. TOP=688.00TOP=687.15HGLPROPOSEDGRADEEXISTINGGRADE9+50 10+00 10+50 11+00966567067568068569069570066567067568068569069570010+00.00=DI-1INV OUT=682.05INV IN=684.10INV IN=682.8510+90.00=DI-1INV OUT=687.10TOP=690.40TOP=691.10HGLPROPOSEDGRADEEXISTINGGRADE9+50 10+00 10+50 11+0044A12' CL 1RIP RAP665670675680685690695700665670675680685690695700EX210+00.00=EW-1 (24")INV OUT=681.15INV IN=681.1510+60.00=DI-3B - 4'INV OUT=682.65INV IN=682.90INV IN=683.6511+05.82=EX. DI-7INV OUT=683.62INV IN=684.35 (15"-2C)INV IN=683.92 (24"-2B)INV IN=683.94 (15"-2A)TOP=688.97PROP. TOP=688.00HGLPROPOSEDGRADEEXISTINGGRADE9+50 10+00 10+50 11+00 11+508712' CL 1RIP RAPCOMPACTFILL TO 95%MAXIMUMDRYDENSITYPER ASTMD 698EX. TOP=686.73EX110+53.43=INV OUT=682.78INV IN=682.78TEST PITEX. TOP=686.738' - 30" RCP III@1.25%APPROX.LOCATIONEX. 8" GASLINE XING.RELOCATE IFNECESSARY.TEST PITAPPROX. LOC. EX. 2" W/L XINGTEST PITTEST PITAPPROX. LOC. EX. 2" SAN FM XINGPROP. 2"SAN FM XING60' - 8"PVC SDR35 @3.39%STR 202 - STR 202A21'- 15" HDPE @0.50%98' - 30" RCP III @1.73%STR 108 - STR 115 STR 1- STR 644' - 15" RCP III @0.51%EX 2 - STR 990' - 15" RCP III @3.33%STR 4 - STR 4A60' - 24" RCP III @2.50%REPLACE EX CMPTO 46' -24" RCP III @1.57%STR 7 - STR EX2EX. 198' -24" CMP @1.62%APPROX. LOC.EX F.O. XINGAPPROX.LOC. EX. 12"W/L XINGAPPROX. LOC. EX.8" GAS LINE XING48' - 30" RCP III @0.53%49' - 30" RCP III @0.51%31'- 30" RCP III @0.65%APPROX. LOC. EX. F.O. XINGTEST PITPROP. 8"W/L XINGPROP. 12"W/L XINGTEST PITRELOCATE IFNECESSARYPROP. CONC.CRADLE10YRWSE = 697.98REPLACE EX CMPTO 46' -24" RCP III @1.57%9+50 10+00 10+50 11+006756806856906956756806856906959+50 10+00 10+50 11+0068068569069568068569069510+00.0010+00.0010+40.00INV. OUT = 690.30INV. IN = 693.70INV. OUT = 687.30INV. IN = 689.2010+44.00222320218.5' CL 1RIP RAPCULVERT 22-23CULVERT 20-217' CL 2RIP RAPEXISTINGGRADEEXISTINGGRADE44' - 18"RCP III @4.32%40' - 15"RCP III @8.50%10YR WSE= 691.7610YR WSE= 694.5266567067568068569069570066567067568068569069570010+00.00=DI-3B - 4'INV OUT=682.65INV IN=683.65INV IN=682.9010+20.39=DI-3C - 6'INV OUT=683.90INV IN=683.90TOP=688.97TOP=688.92HGLPROPOSEDGRADEEXISTINGGRADE9+50 10+00 10+50 11+0088A670675680685690695700705670675680685690695700705113116INV OUT=690.78INV IN=690.78INV IN=691.7110+72.13=DI-1INV OUT=691.15TOP=696.34TOP=693.65HGLPROPOSEDGRADEEXISTINGGRADE9+50 10+00 10+50 11+00COMPACT FILLTO 95%MAXIMUM DRYDENSITY PERASTM D 69820'- 15" RCP III @1.23%STR 8 - STR 8A STR 113 - STR 11672' - 12" HDPE @0.51%PROP. 8"W/L XING18"MIN.10+00.00=NYP-12" W/ 8" SOLID COVER & REDUCER151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGV: 1" = 5'H: 1" = 50'NOTES:1. EXISTING STORM STRUCTURE (EX.#2) IS A MODIFIED DI-7 WITH AN EXISTING OPENING IN THEBACK TO ALLOW FOR SURFACE STORMWATER RUNOFF TO ENTER THE STRUCTURE AS DI-7RIM ELEVATION IS HIGHER THAN THE EXISTING GRADE IN THE ADJACENT YARD. THE TOP OFEX#2 IS TO BE RAISED PER ROAD IMPROVEMENTS TO SENSENY ROAD AND THE OPENING INTHE BACK IS TO REMAIN TO ALLOW STORMWATER TO CONTINUE TO ENTER THE STRUCTURE.2. CONTRACTOR TO TEST PIT EXISTING UTILITIES AND RELOCATE AS NECESSARY.
87
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+00670675680685690695700705670675680685690695700705EXISTINGGRADEPROPOSEDGRADECOMPACT FILLTO 95%MAXIMUM DRYDENSITY PERASTM D 698PROP. 12"STORM XING8" W/LDIP CL 5211+36.30 = 45° BEND13+61.29 = 6" FIRE SERVICE & DOM. SERVICE 8"x6" TEE, 1-6" G.V.14+10.45 = 8"x6" CROSS, 2-6" G.V.,14+23.30 = 22.5° BEND14+50.22 = 45° BEND14+83.60 = 22.5° BEND4.0'MIN.WATERLINE "A" (FREDERICK WATER)PROP 8"SAN. XINGPROP 24"STM XING10+05.00 = 1-6" G.V., 8"x6" REDUCER10+00.00 = FH ASSEMBLY10+24.16 = 1" SERVICE LATERAL10+27.23 = 1-8" G.V.PROP 8"SAN. XING4.0'MIN.18"MIN.18"MIN.9+50 10+00 10+50 11+00 11+50670675680685690695700665670675680685690695700WATERLINE "B" (CITY)PROP. 30"STM XING10+00.00 = 45° BENDTIE TO EX. W/LEXISTINGGRADEPROPOSEDGRADE12" W/LDIP CL 523.0'MIN.PROP. 8"W/L XINGPROP. 2"SAN FM XING9+008+5012+0018"MIN.10+10.81 = 45° BEND10+75.31 = 45° BEND10+86.39 = 45° BEND18"MIN.11+86.42TIE PROP. W/L TO EX. W/LRESTRAINT JOINTS (TYP.)PROP.CONC.CRADLEAPPROX.LOC. EX.12" W/L11+31.24 = 8"x8" TEE, 3-8" G.V.11+35.21 = 22.5° BEND2 FH ASSEMBLIES, 1-8" G.V.16+09.78 = FH ASSEMBLY16+04.78 = 8"X6" REDUCER, 1-6" G.V.W/ FOSTER ADAPTERW/ FOSTER ADAPTER6" WLDIP CL 526" WLDIP CL 529+50 10+00 10+50 11+00 11+50665670675680685690695700665670675680685690695700WATERLINE "C" (FREDERICK WATER)8" W/LDIP CL 52PROPOSEDGRADEEXISTINGGRADE5.0'9+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+50670675680685690695700705670675680685690695700705EXISTINGGRADEPROPOSEDGRADEEXISTINGGRADE4.0'MIN.4.0'MIN.TEST PIT17+72.12 = 45° BEND10+10.00 = 12"x8" TEE,2-12" G.V., 1-8" G.V.12" W/LDIP CL 5210+00.00 = 12" END CAP &FLUSHING ASSEMBLY10+00.00 = 8"x12" TEE,2-12" G.V., 1-8" G.V.11+08.98 = 8"x8" TEE, 3-8" G.V.TEST PITAPPROX. LOC. EX. 8"GAS LINE XINGPROP. 15"STM XINGPROP. 2"SAN. FORCE MAIN XINGWATERLINE "D" (FREDERICK WATER)18"MIN.18"MIN.18"MIN.PROP. RELOCATED12" W/L XING17+77.12 = 12"X16" TEE,1-12" G.V., 2- 16" G.V.15+90.00 = AIR RELEASE VALVE151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGV: 1" = 5'H: 1" = 50'NOTES:1. CONTRACTOR TO TEST PIT EXISTING UTILITIES AND RELOCATE AS NECESSARY.2. ALL RESTRAINT JOINTS TO EXTEND 20' INTO CUT
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151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGNTS89
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGNTS90
STAIRS (5R)5' S/W74
34.02'39.2'05.98'102A104B106A106B109F109D109C109A111A114200201202203202A2042051110A10109E206DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST
DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS80.81'
10+0016+0016+09.78X-SEC "A"X-SEC "3"X-SEC "5"CURB TRANSITIONCG-6R TO CG-6 (TYP)CURB TRANSITIONCG-6R TO CG-6 (TYP)RETAINING WALL W/HANDRAIL(STRUCTURAL DESIGN BY OTHERS)CURB CUT(2' W)X-SEC "5"3:13:11+002+001+00692
0696696694
6946692694686
688
690
682
684
676678680682684686688690696N 32°06'42" E 918.87'EXJEXKEXK111+0012+0013+0014+0015+
0
0
PROPOSED BUILDING4 STORY SENIOR RESIDENTIAL (63 UD UNITS)FFE: 696.50'RETAINING WALLW/ HANDRAILEX. SANMAIN10+00TW=692.00BW=692.00TW=690.00BW=689.50TW=695.09BW=688.00TW=694.60BW=685.50TW=694.60BW=684.11TW=694.60BW=681.75TW=693.79BW=679.76TW=693.02BW=678.38TW=693.14BW=685.43TW=694.88BW=678.86TW=694.60BW=685.43TW=694.60BW=687.089+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+00680685690695700705675680685690695700705PROPOSED GRADE ATHIGH SIDE OF WALLEXISTING GRADE ATLOW SIDE OF WALLPROP. PARALLELSTORM SEWER10+00.00=BEGIN RETAINING WALL15+26.74=END RETAINING WALLSAN. SEW. XINGRETAINING WALLNOTES:1. RETAINING WALL AND SYSTEM TO BE DESIGNED BY OTHERS. (UNDER SEPARATE BUILDING PERMIT)2. HANDRAIL VDOT HR-1 OR APPROVED EQUIVALENT. (HANDRAIL NOT SHOWN FOR CLARITY)3. RETAINING WALL PROFILE DEPICTS FINISHED GRADE AT HIGH SIDE AND LOW SIDE OF RETAINING WALL.WALL HEIGHT TO BE DETERMINED BY RETAINING WALL DESIGNER.PROPOSED RETAINING WALL(DESIGN BY OTHERS)PROPOSED RETAINING WALL(DESIGN BY OTHERS)PROPOSED RETAINING WALL(DESIGN BY OTHERS)BUILDING FF = 696.5FOUNDATION DRAINBACKFILLBACKFILLBACKFILLTYPICAL SECTION 1STATIONS 10+00 - 10+90(10+53)NTSTYPICAL SECTION 2STATIONS 10+90 - 13+11(13+00)NTSTYPICAL SECTION 3STATIONS 11+13 - 15+23.45(13+78)NTSFOUNDATION DRAINFOUNDATION DRAINBUILDING FF = 696.5STORM STRUCTURE@ STA. 10+52.5612" STORM SEWER12" STORM SEWER3.67'VARIESVARIESNOTES:1.RETAINING WALL TYPICAL SECTION IS JUST TO SHOWPROXIMITY TO RETAINING WALL , HORIZONTAL ANDVERTICAL SEPARATION BETWEEN STORM AND SANITARY.2.RETAINING WALL SECTION IS NOT BASED ON ANY ACTUALDESIGN OF A WALL. RETAINING WALL DESIGN WILL BE BYOTHERS.151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERING91
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERING92
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERING93
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERING94
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGVDOT ROAD DESIGN MANUAL, APPENDIX A(1)95
NOT TO SCALEGRASS CHANNEL SECTION #1NOT TO SCALEGRASS CHANNEL SECTION #2 PEAK FLOWDEPTHVELOCITY2 YR STORM EVENT: 3.06 CFS-- 3.71 FPS10 YR STORM EVENT: 4.24 CFS 0.33'--CHANNEL SLOPE 5.80%3:13:12'0.4'2.2'NOT TO SCALEGRASS CHANNEL SECTION #3 PEAK FLOWDEPTHVELOCITY2 YR STORM EVENT: 0.04 CFS-- 0.83 FPS10 YR STORM EVENT: 0.05 CFS 0.02' --CHANNEL SLOPE 5.80%4:13:1PROPOSED RETAINING WALL(DESIGN BY OTHERS)NOT TO SCALEGRASS CHANNEL SECTION #4PROPOSED RETAINING WALL(DESIGN BY OTHERS)NOT TO SCALEGRASS CHANNEL SECTION #5 PEAK FLOWDEPTHVELOCITY2 YR STORM EVENT: 0.05 CFS-- 0.75 FPS10 YR STORM EVENT: 0.07 CFS 0.07' --CHANNEL SLOPE 2.37%13:122:1NOT TO SCALEGRASS CHANNEL SECTION #6 PEAK FLOWDEPTHVELOCITY2 YR STORM EVENT: 14.60 CFS-- 4.49 FPS10 YR STORM EVENT: 23.90 CFS 0.33' --CHANNEL SLOPE 7.27%8:13:16'0.6'NA GREEN SC250 DITCH LINING(OR APPROVED EQUIVALENT)5.7'2.2'NA GREEN S75BN DITCH LINING(OR APPROVED EQUIVALENT)CROSS SECTION #4 REMOVED2.2'CROSS SECTION #1 REMOVED151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERING2" LOCALIZEDDEPRESSIONMIN. SLOPE 4%2. EXPANSION JOINT FILLER SHALL BE1/2" BITUMINOUS TYPE PREFORMEDEXPANSION JOINT FILLER, ASTM D-17511. UNLESS OTHERWISE NOTED,CONCRETE SHALL BE CLASS A3NOTES:PROVIDE EROSIONPROTECTION PER PLANCONCRETE SCUPPERN.T.S.2'6"TAPER CURB8' MIN.18' OR 20'STRIPED AREAHANDICAPPEDSYMBOLSFC EP4.0' MIN.7.0' MAX.4" STEEL PIPE FILLED WITH CONCRETEDISPLAY CONDITIONS24"6"6"9"RESERVEDPARKING12"2'WHEEL STOPWITH EPSIGN (SEE DETAIL)HANDICAPPED PARKINGN.T.S.04/15VER 1NOTE:RAMP FOR HANDICAPPED MUSTBE LOCATED AT SAME POINTADJACENT TO THE STRIPEDAISLE.LIGHT COLOREDREFLECTIVEBACKGROUNDMAT'L.DARK COLORED2" LETTERS & 3/8"BORDERINTERNATIONAL SYMBOLOF ACCESSIBILITYUNLAWFULPARKING IN THISSPACE IS SUBJECTTO A FINE OF$50.00 TO $100.00LIGHT COLORED 1" LETTERSDARK COLORED REFLECTIVEBACKGROUND MATERIALSIGN SHALL BE LOCATEDSUCH THAT IT WILL NOT BEOBSCURED BY VEHICLEPARKED IN SPACE.8' VAN ACCESSIBLE SPACE5' FOR REGULAR SPACECONCRETE SIDEWALKN.T.S.-2%4" 3000 PSI VDOT A3 CONCRETE4" SUBBASE (21-A STONE)WIDTH VARIESSEE SITE PLANCOMPACTED SUBGRADE(COMPACTED TO 95%DENSITY AT OPTIMUMMOISTURE CONTENTVDOT VTM-1 METHOD)* CONCRETE TO BE AIR ENTRAINED. AIR TO BE 6% ±1.5. SLUMP TO BE 5" ±1"6x6 WWMSAW-TOOTH CURB OPENINGSN.T.S.MODIFIED2"R (TYP.)4' TYP.2'2'3" TYP.2' GUTTER PANCURB OPENINGCURB OPENINGFLOW LINEBACK OFCURB2.0%2.0%2'2'2' GUTTER ONBACK OF CURBOVERLANDRELIEF WEIREDGE OF PAVEMENT96
2. FINISHED SIDE OF FENCE SHALL FACEADJOINING 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' POSTS2"X4"X4' BEAMS, TOE NAIL TO POSTCOMPACTED GRAVEL4'-0"1"X4"X4'-8" SLATS, 2-FINISH NAIL ATTOP AND BOTTOM6"3"3'-0"6'-0"4"8"5'-8"8"NOT TO SCALEWOOD FENCE DETAIL OR APPROVED EQUAL,FOR BUFFER SCREENING (FENCE 6')WITH BOARD ON BOARD CONSTRUCTION1'-0"6'-0" MIN 1'-6"MINMINNTSCOMPACTED SUBGRADEEXP. JOINT TYP.GATE HINGES PERMANUFACTURER'S SPECDUMPSTER SLABPRESSURE TREATED BOARD ON BOARDWOOD GATE OR APPROVED EQUAL6"X 6"X 1/4" STEEL TUBE FILLEDW/ CONCRETE & EMBEDDEDINTO CONCRETE FOOTINGTRAVEL WAY PAVEMENT7" THICK POURED CONCRETE PAD W/ 6X6-10/10W.W.M. ON COMPACTED 6" AGGREGATES BASEBELOW SLAB AND FOOTINGTRASH ENCLOSURE DETAIL6'-0"151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERING97
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERING1. The City's Water and Sewer Standards and Specifications are available at www.winchesterva.gov/engineering.2. The contractor shall adhere to the standards and specifications in effect at the time of construction.3. The contractor shall coordinate with and arrange for inspection by the City.4. Exact locations of water and sewer services on new lines are to be coordinated with the City's inspector.5. All waterlines are to be class 52 DIP.WINCHESTER PUBLIC SERVICES NOTES98
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERING99
WATER VAULT NOTES:1. FREDERICK WATER TO PROVIDE DOMESTIC 2" NEPTUNE WATER METER.2. FIRE METER TO BE 6" NEPTUNE HP PROTECTUS III FIRE SERVICE METER PER FW SPECIFICATIONS.3. WATER LINES, FITTINGS AND GATE VALVES WITHIN THE VAULT TO BE FLANGED DIP CLASS 52 UNLESS OTHERWISE SPECIFIED. SIZE AS SHOWN.4. INTERIOR METER VAULT DIMENSIONS ARE MINIMUM W= 8' BY L= 16'. INTERIOR BACKFLOW PREVENTION VAULT TO BE MINIMUM W= 6' BY L= 8'.5. WATER METER AND BACKFLOW PREVENTION ASSEMBLIES TO BE PER FW SPECIFICATIONS.5' minimumMETER INTERFACE UNIT;BRACKET FURNISHED BYFW AND INSTALLED BYCONTRACTORBACKFLOW PREVENTION ASSEMBLY6"TEEGATE VALVE6" BYPASS LINE6" GATE VALVE6" NEPTUNE HP PROTECTUS IIISADDLE ANDCORPORATION STOPDOMESTIC METERTO BUILDINGTO BUILDINGS.S. PIPE STANDS (TYP.)6" STONE BASENOTES:1. All fittings and pipe in vault to be flanged D.I. Class 52.2. Access door shall be Halliday Products H1R3636 or FW approved equal.3. Water meter and backflow prevention assemblies to be per FW specifications. 4. Precast vaults shall have a minimum wall, top and floor thickness of 6". 5. Precast vaults shall be H20 rated. 6. 24" clearance required between vault walls and fittings.VAULT DIMENSIONS TOBE DETERMINEDVAULT DIMENSIONS TOBE DETERMINED6" STONE BASEACCESS DOORFIRE SERVICE AND DOMESTIC SERVICE VAULT DETAILLINK-SEAL(TYP.)LINK-SEAL(TYP.)LINK-SEAL(TYP.)ALUMINUM ACCESSLADDERS.S. PIPE STANDS (TYP.)EBAA MEGAFLANGE3' MIN.TO BUILDINGDIPCLASS 522 FT MIN.3' MIN.3' MIN.DIPCLASS 524' MIN.FW PRIVATE6" DIPCLASS 526" DIPCLASS 5290° BEND6"TEE151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERING100
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
3 Bn4 Bn4 Ar1 Ar2 Ar10 Zs7 Ls19 Bg92 Im2 Ls7 Ls5 Bu30 ToFence 6' Ht.(see sheet 32A)Fence 6' Ht.(see sheet 32A)2 Ar4 Ms1 Ar1 Ar1 Ms2 Ms2 Ms2 MsFence 6' Ht. (Provide clearancefrom ground to allow runoff to flowunder fence)No Fence in sanitarysewer easement1 Ms151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGLANDSCAPING MAINTENANCE NOTESA. All landscaped area shall be maintained in good condition by owner.B. Reasonable provisions shall be made to protect landscaping from vehicles, pedestrians and shopping carts.C. Dead or dying vegetation shall be replaced at the direction of the site administrator.GENERAL CONDITIONSSCOPE OF WORKThe landscape contractor shall provide all materials, labor and equipment to complete all landscapework as shown on the plans and specifications.NOTE: If contractor bids according to the Plant List, he/she should thoroughly check the plant listquantities with the symbols drawn on the plan, to be sure there are no discrepancies. If there is adiscrepancy between the drawing and the list on the plans, the drawing takes precedence.STANDARDSAll plant material will conform to the current issue of the American Standard for Nursery Stockpublished by the American Nursery & Landscape Association (ANLA). Plant material must beselected from nurseries that have been inspected and certified by state plant inspectors.Collectedmaterial may be used only when approved by owner's representative.Nomenclature will be inaccordance with Hortus III by L.H. Bailey.SUBSTITUTIONS: PRE-BIDIt is the landscape contractor's responsibility to make every reasonable effort to find the plantsspecified by the landscape architect. The landscape contractor may offer substitutions to thelandscape architect for his/her consideration.The landscape contractor will notify the landscapearchitect if there are known diseases or insect resistant species that can be substituted for aselected pest-prone plant. The contractor shall submit a base bid as per plan plus priceclarifications for all recommended substitutions.SUBSTITUTIONS: POST-BIDIt is the intent to eliminate post-bid substitutions. However, in the event that the contract materialhas become unavailable, an appropriate substitution must be approved by the owner'srepresentative and the Frederick County Planning DepartmentUTILITIES AND UNDERGROUND FEATURESThe landscape contractor shall notify utility companies and/or the general contractor in advance ofconstruction to locate utilities.If there is a conflict with utilities and the planting, the landscape architect shall be responsible forrelocating plants prior to the planting process. Any cost due to relocating after planting shall beborne by the owner.If plants are to be installed in areas that show obvious poor drainage, and the plants areinappropriate for that condition, the landscape contractor shall notify the landscape architect andowner. If they deem necessary, the plants shall be relocated, the contract shall be adjusted to allowfor drainage correction at a negotiated cost, or the plant selection modified by the landscapearchitect to accommodate the poor drainage.No trees or shrubs shall be placed on Frederick Water easements.WARRANTYThe standard warranty is for one (1) year period, excluding bulbs, sod and annuals, commencingon the date of initial acceptance. All plants shall be alive and in satisfactory growth at the end ofthe guarantee period. Any material that is 25% dead or more shall be considered dead and must bereplaced at no charge. A tree shall be considered dead when the main leader has died back, or25% of the crown is dead.Replacements shall be made during the next planting period. Replacements shall be of the sametype, size and quality as original species unless otherwise negotiated.STANDARDSA. Plants will be in accordance with the current ANLA's Standards and conform in general torepresentative species.B. Balled and Burlapped (B&B)1. Balled and burlapped plants shall be dug with firm root balls free of noxious weeds. Thereshould 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 takeprecedence over height. Caliper of the trunk shall be taken 6" above ground level (up to andincluding 4" caliper size) and 12" above the ground level for larger trees. For multiple-trunktrees, height measurement shall take precedence over caliper.C. Container - Grown Stock1. The size of container-grown shrubs is measured by height and width of the plant.Container-grown trees are measured by the same standars listed in B.3. above. The rootsystem of container-grown plants shall be well developed and well distributed through out thecontainer.2. All container-grown trees and shrubs that have circling (girdling) and matted roots shall be treated inthe following manner prior to planting: separate the roots by hand, untangling so circling roots will notdamage future of the plant.See Planting procedures for all Container-Grown Trees & Shrubs in thissection.3. All container-grown plants should be grouped and watered daily until they are planted, the soil shallbe kept moist with the equivalent of one-inch of rainfall per week.D. 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 shallcomply with the state and local laws pertaining to the transport of materials.F. Trees shall be placed in an upright position with the rootball covered by mulch and kept moist. Treesand shrubs should not be left on site unplanted for more than 24-hours without adequate water toinsure root survival.INSPECTIONA. Plants may be subject to inspection and approval by the owner or owner's representative at the placeof 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'srepresentative.C. State nursery inspection certificates shall be furnished to the landscape architect upon request.PLANTING PROCEDURES FOR ALL CONTAINER-GROWN TREES & SHRUBSA. Remove the plant either by cutting or inverting the container.B. For untreated plastic container-grown pplants with circling roots, separate roots by hand anduntangle roots the length of the rootball.C. Plant shrub or tree a minimum of 18 of the height of the rootball above existing grade.D. Apply a 2" to 3" thick layer of approved hardwood mulch. Keep mulch 6" away from the trunk of alltrees and shrubs.E. Plants grown in root containment bags must have bags removed during the planting operation. Noadditional slashing of the rootball is necessary.SEEDING NOTES1. Topsoil shall be spread at a depth of 4".2. Before sodding or seeding and landscaping the contractor will till all compacted areas at least 6" indepth to loosen the compacted soils and add amendments3. Pulverized agricultural limestone shall be incorporated into soil at a rate of 92 lbs. per 1000 s.f. (2tons per ac.).4. Fertilize with 10-10-10 at a rate of 23 lbs. per 1000 s.f. (1000 lbs. per ac.).5 Seed mix shall consist of 67% Kentucky 31 Tall Fesue and 33% Sericea Lespedeza applied at therate of 120 lbs. per ac. or similar drought tolerant mix.6. Straw mulch shall be applied to all seeded areas at the rate of 3500 lbs. per acre and anchored withcutback, or emulsified asphalt applied at a rate of 200 gallons per ac..7. No slope in excess of 25% will be seeded (or sodded).36" Ht92ImIlex x meserveae 'Mesdob'China Boy HollyBgBuxus x 'Green Mountain'Green Mountain Boxwood36" Ht.19Red Maple Acer rubrumABB BOTANIC NAME COMMON NAME QUANTITY SIZEArPROPOSED TREE PLANTINGS11PROPOSED SHRUB PLANTINGS2" cal, B&B30Emerald Green ArborvitaeThuja occidentalis 'Smaragd'To2" cal, B&B10Japanese ZelkovaZelkova serrata Zs2" cal, B&B#5 cont.5Whitebarked Himalayan Birch Betula utilis var. jacquemontiiBu2" cal, B&B16SweetgumLiquidambar styraciflua Ls7River BirchBetula nigraBn2" cal, B&BDIG HOLE 2X-3X ROOT BALL WIDTHSCALE: NOT TO SCALE12"TREES <4" CAL.TREE PLANTING - VERTICAL STAKESFIRM BEARING SOILWIND CONDITIONS-EXTENDED TOUPRIGHT STAKES-IN SEVERETREE CHAIN OR TIERUBBER HOSEOPTIONAL WITH TIEUPRIGHT STAKESEXTENDED TO FIRM BEARING SOILPLACE STAKES PARALLELTO WALKS AND BUILDINGSCORNER OF ROOT SYSTEM TO BE AT LINE OF ORIGINAL GRADE.FIRMLY COMPACTED SAUCER MIXTURE.SCARIFY PIT BOTTOM (MIN. 6").NOTES:1. MIN. ROOT SPREAD TO BE IN ACCORDANCE WITH"AMERICAN STANDARDS FOR NURSERY STOCK."2. PRUNE ALL DAMAGED, DISEASED, OR WEAK LIMBS & ROOTS.3. CLEARLY PRUNE ALL DAMAGED ROOT ENDS.4. DO NOT ALLOW ROOTS TO DRY OUT DURING INSTALLATION PROCESS.5. SOAK ROOTS IN WATER OVERNIGHT BEFORE PLANTING.TYPICAL PLANTING DETAIL - SHRUB2 x BALL DIA. MINSCARIFY PIT SIDESSCALE: NOT TO SCALEGENTLY COMPACTED TOPSOIL (USE TOPSOIL)THIS SHEET FOR LANSCAPING ONLYCALCULATIONS:Total Site: 4.971 ac. or 216,536.8 sfImpervious Area = 1.83 or 79,617 sfGreenspace = 3.14 ac. or 136,920 sf.(63%)Interior Parking Lot Landscaping (165-202.01(D)(13)(b): 1 tree per 10 spaces93 spaces proposed/ 10= 9 trees required, 9 trees providedPerimeter Landscaping (165-202.01-(D)(13)(a): x 70,410.99 impervious area (1.61 ac)1 tree per 2,000 sf impervious area for first 100,000 sf = 40 trees required, 40 trees provided1 tree per 5,000 sf impervious area thereafter = 0 trees requiredStreet Tree Plantings: Street trees are not required but are being provided as part of the modified roadefficiency buffer. (Typically 1 tree for every 40 lf. of frontage)253.8 lf. Senseny Rd. /40 = (6.34) 6 trees typical, 7 trees providedTOTAL TREES REQUIRED: 49TOTAL TREES PROVIDED: 56Parking Perimeter Screening110- Evergreen ShrubsNOTES: 1. Tree and shrub sizes shown on plan view are illustrative, sizes at planting are as shown in plant schedule.*2. The placement of trees shown on the plan may change at the time of install. The owner reserves the right to relocate trees, for aesthetic purposes, with prior approval from Frederick County Planning Department.*3. All plants shall conform with Frederick County's approved landscape list; substitutions must be approved in writing by the Frederick County Planning Department.4. The owner has requested a Modified Road Efficiency Buffer per the exemption contained in FrederickCounty zoning ordinance §165-203.02(E)(5) as the topography changes +/- 6' from Senseny Road to thenew parking area and buildings. Street trees are being provided along the property frontage with SensenyRoad as part of this modification.5. The owner has requested a Category Type B Buffer modification per the exemption contained in FrederickCounty zoning ordinance §165-203.02(C)(&) as an existing utility (sanitary sewer) conflicts (crosses) thebuffer area near the existing adjacent townhomes. A 6' screening fence is being provided along theboundary adjacent to the townhomes except at the utility conflict.12Flowering CrabappleMalus sp.Ms2" cal, B&B101
PROPOSED BUILDING4 STORY SENIOR RESIDENTIAL (63 UD UNITS)FFE: 696.50'FUTURE CHURCHADDITIONFFE: 696.50'
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AREA FIXTURES SHALL BE MOUNTED ON 25' POLES WITHOUT PEDESTAL.2. FULL CUTOFF WALLPACKS AND FULL CUTOFF AREA FIXTURES ARE PROPOSED.TYPICAL 25' LIGHT POLE DETAILNOT TO SCALECONCRETE LIGHTPOLE BASE (DESIGNBY STRUCTURALENGINEER)FINISHED GRADE ISFLUSH WITH THETOP OF THE BASE25' MAX. POLE HEIGHT(PER FREDERICK COUNTY CODE)LIGHT POLE W/CONCRETE BASELIGHT FIXTURE00102
PROP. EPPROP. EGPROP. EGPROP. EPPROP. EPPROP. EGPROP. EGPROP. EPPROP. EPPROP. EGPROP. EGPROP. EPPROP. EPPROP. EGPROP. EGPROP. EP151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGVEHICLE CENTER LINEKEYVEHICLE TIRE PATHNOTES:1. THE PASSENGER CAR (P) IS THE DESIGN VEHICLE THAT WILL ENTER AND EXIT THIS SITE WITHTHE MOST FREQUENCY. THIS ENTRANCE IS DESIGNED FOR PASSENGER CARS.2. OCCASIONALLY LARGER VEHICLES WILL ACCESS THE SITE AND A WB-40 IS SHOWN IN THEAUTOTURN SIMULATION THAT THE ENTRANCE WILL ACCOMMODATE THE LARGER VEHICLE.RIGHT TURN INRIGHT TURN OUTLEFT TURN INLEFT TURN OUTVEHICLE BODY ENVELOPE103
Planning Commission
Agenda Item Detail
Meeting Date: January 20, 2021
Agenda Section: Information/Discussion Items
Title: 2021-2026 Capital Improvement Plan - (Mrs. Perkins)
Attachments:
PC01-20-21Draft2021-2026CIP.pdf
104
COUNTY of FREDERICK
Department of Planning and Development
540/ 665-5651
Fax: 540/ 665-6395
107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000
MEMORANDUM
TO: Frederick County Planning Commission
FROM: Candice E. Perkins, AICP, CZA, Assistant Director
DATE: January 11, 2021
RE: Discussion: 2021-2026 Capital Improvements Plan (CIP)
The Capital Improvements Plan (CIP) is a document that consists of a schedule of major
capital expenditures for the County for the ensuing five-year period, as well as a category
for long term projects (6 + years out). The CIP is intended to assist the Board of
Supervisors in preparation of the County budget. In addition to determining priorities for
capital expenditures, the County must also ensure that projects contained within the CIP
conform to the Comprehensive Plan. Specifically, the projects are reviewed with
considerations regarding health, safety, and the general welfare of the public, and the
policies of the Comprehensive Plan. When the CIP is adopted, it becomes a component
of the Comprehensive Plan.
The inclusion of projects on the CIP is in no way an indication that Frederick County will
be undertaking these projects. The CIP is strictly advisory; it is intended for use as capital
facilities planning document, not for requesting funding allocations. Once adopted,
project priorities and cost estimates may change throughout the year based on changing
circumstances. It is also possible that projects may not be funded during the year
indicated in the CIP. The status of any project becomes increasingly uncertain the further
out the project date is identified. The CIP is also updated annually, and projects are
removed from the plans as they are completed or as priorities change.
CIP Components
The CIP provides project priorities that are submitted by various County Agencies and
tables that outline the projects and cost estimates. Within the tables, columns for each
year show the funding needs that would be requested in the corresponding budget cycle.
In addition, those projects that are long range projects have been placed at the end of the
CIP table, outside of the five-year window. The CIP includes three separate tables; the
first table shows County funded projects and the second and third tables cover
Transportation projects and Airport projects which are primarily funded through other
sources.
105
2021-2026 CIP – Discussion
January 11, 2021
Page 2
The CIP includes a total of 54 projects from the following: Schools, Parks and
Recreation, Regional Library, County Administration, Fire and Rescue, Sheriff’s Office,
Public Safety Communications, Transportation and the Winchester Regional Airport.
Background – Discussions
On January 11, 2021, the Comprehensive Plans and Programs Committee (CPPC)
discussed the 2021-2026 CIP capital improvement project requests. The role of the CPPC
in the CIP process was to ensure that the various departmental project requests are in
conformance with the 2035 Comprehensive Plan. Following the CPPC discussion, the
Committee endorsed the CIP and its conformance with the Comprehensive Plan and
forwarded the CIP to the Planning Commission for discussion.
Conclusion
Staff is seeking a recommendation from the Planning Commission to the Board of
Supervisors regarding the 2021-2026 CIP. It is also the role of the Planning Commission
to affirm that the 2021-2026 CIP is in conformance with the 2035 Comprehensive Plan.
If adopted, the CIP will become a component of the Comprehensive Plan, which would
satisfy the review requirement of Section 15.2-2232 of the Code of Virginia, which states
that no public facility shall be constructed unless said facility is a “feature shown” within
a jurisdiction’s comprehensive plan.
Please contact the Planning Department should you have any questions regarding this
information.
CEP/pd
Attachment - Draft 2021-2026 CIP with applicable text, tables, and maps
106
Adopted by the
Frederick County
Board of Supervisors
TBD
Recommended by the
Frederick County
Planning Commission
TBD
FREDERICK COUNTY, VIRGINIA
2021-2026
CAPITAL IMPROVEMENT PLAN
107
TABLE OF CONTENTS
INTRODUCTION……………………………...……………………………….. 1
PROJECT RECOMMENDATIONS……………..………..………………….2
Frederick County Public Schools…………………….……... 2
Frederick County Parks and Recreation ..………………. 2
Handley Regional Library .………………….………….……….2
County Administration .……………………………..…………..2
Fire & Rescue………...……………………………….………………3
Sheriff’s Office………………………………………………………. 3
Public Safety Communications………………………………..3
Transportation Committee……………………………………. 4
Winchester Regional Airport………………………….……….4
2021-2026 CAPITAL PROJECTS MAPS
2021-2026 Capital Projects………………………………………5
2021-2026 Frederick County Public Schools….…….…..6
2021-2026 Parks and Recreation ………………..…..………7
2021-2026 Transportation Projects………………..………..8
CIP TABLE EXPLANATIONS………………………….…….………….………9
PROJECT FUNDING……………………………………………….………………9
2021-2026 CAPITAL IMPROVEMENT PROJECTS TABLES….10-13
APPENDIX - PROJECT DESCRIPTIONS
Frederick County Public Schools…………………………….. 15
Frederick County Parks and Recreation ………….…….…18
Handley Regional Library……………………………………….. 27
County Administration…………………….……………….………29
Fire and Rescue……………..……………………………….….…….32
Volunteer Fire Company Requests …………………….…….34
Sheriff’s Office ……….……..………………………….…………….38
Public Safety Communications………………………….……..40
Transportation Committee ………………………………………41
Winchester Regional Airport……………….………..….…… 47
108
1
CAPITAL IMPROVEMENTS PLAN
FREDERICK COUNTY
FY 2021-2026
INTRODUCTION
Section §15.2-2239 of the Code of Virginia assigns the responsibility for preparation of plans for capital outlays to the local Planning
Commissions. The Capital Improvements Plan (CIP) consists of a schedule for major capital expenditures for the County for the
ensuing five years.
The CIP is updated annually. Projects are removed from the plans as they are completed or as priorities change. The plan is
intended to assist the Board of Supervisors in preparation of the County budget. In addition to determining priorities for capital
expenditures, the County must also ensure that projects contained within the CIP conform to the Comprehensive Plan. Specifically,
the projects are reviewed with considerations regarding health, safety, and the general welfare of the public, and the policies of the
Comprehensive Plan. Once the CIP is adopted, it becomes a component of the 2035 Comprehensive Plan and provides a link
between the documents and potential proffered contributions made with future rezoning projects.
The inclusion of projects to the CIP is in no way an indication that Frederick County will be undertaking these projects. The CIP is
strictly advisory; it is intended for use, as a capital facilities planning document, not for requesting funding allocations. Once
adopted, project priorities may change throughout the year based on changing circumstances. It is also possible that projects may
not be funded during the year that is indicated in the CIP. The status of any project becomes increasingly uncertain the further in
the future it is projected.
109
2
PROJECT RECOMMENDATIONS
Frederick County Public Schools
Frederick County Public Schools continue to commence and complete capital projects that have been priorities from previous years.
The top capital improvement priority for the Schools is the Indian Hollow Elementary School Renovation. The James Wood High
School additions and renovations is the second highest priority, followed by the Armel Elementary School renovation and expansion.
Parks & Recreation
The top capital improvement priority for Parks and Recreation is the Abrams Creek Greenway Trail. This facility would provide
recreational opportunities for residents of this corridor along with the surrounding communities and was emphasized in the
Senseny/Eastern Frederick Urban Areas Plan. Other top priorities include a recreation center, Old Charlestown Road Park
development, and the Indoor Aquatic Center.
Handley Regional Library
The Handley Regional Library recommends three projects. The library’s top priority is a new library branch in the Gainesboro area.
The second and third priorities are for new library branches throughout the County which include the areas of Senseny/Greenwood
Road and Route 522 South; both of which are anticipated to be located within the UDA (Urban Development Area) in locations
consistent with the approved area plans - the Senseny/Eastern Frederick Area Plan, and the Southern Frederick Area Plan.
County Administration
There are two requests from Public Works – the Gore Convenience site expansion and the Double Toll Gate Convivence Site.
County Administration projects continue to be the County Office Annex (Former Sunnyside Plaza Shopping Center), the joint County
Administration and School Administration Building and the future replacement of the Joint Judicial Center. General Government
Capital Expenditures is also included in the CIP – this item enhances the connection between the CIP and proffered contributions
made to mitigate the impacts of development projects. This item addresses those general government capital expenditures that
may fall below the established $100,000 departmental threshold.
110
3
Fire and Rescue
The top project for Fire and Rescue is the construction Fire & Rescue Station #22, a new facility located in the vicinity of Route 277
that would also provide the ability for an annex facility for other County-related offices. Also identified as priority 1A is the
apparatus needed for this facility. Project two includes the construction of Station #23, a new facility located in the vicinity of
Crosspointe that would also provide the ability for an annex facility for other County-related offices. Also identified as priority 2A is
the apparatus needed for this facility.
Fire and Rescue Volunteer Company Capital Equipment Requests
The revolving fund in the amount of $1,000,000 for the benefit of Fire and Rescue Services was established remains a component of
the CIP. This capital expenditure fund is for purchasing additional and replacement capital equipment fire and rescue vehicles and
equipment that may fall below the $100,000 guideline established by the Finance Committee. It was determined that the inclusion
of such a priority would be beneficial in ensuring that significant capital expenses are identified in the County’s capital planning and
budget process. This project is primarily for the benefit of the individual Volunteer Fire and Rescue Companies.
Greenwood Fire Station has included requests for the expansion/upgrade of the living quarters and the replacement of two
ambulances. Middletown Fire Station is seeking to demolish their original building and first addition and rebuild and connect to the
third addition. Clearbrook Fire Station is seeking to demolish their existing structure and build a new station. Stephens City Fire
Station is seeking to replace tower 11, and the replacement of two medic units.
Sheriff’s Office
The Sheriff’s Office has included five projects in their CIP. The top project is the construction of an eight-bay steel building for
housing of large, specialized vehicles that require coverage. Other projects include replacement law enforcement vehicles, mobile
and portable radios, and a firearms training simulator.
Public Safety Communications
The Project 25 Public Safety Radio Network is top public safety – communications priority. This project includes the purchase,
construction, and deployment of Association of Public-Safety Communications Officials (APCO) International Project 25 (P25) radio
111
4
communications system to support mission-critical public safety communications within the County. This system will provide radio
and paging communications for the Frederick County Sheriff’s Department, Frederick County Fire & Rescue, volunteer fire & rescue
companies, and the Department of Public Safety Communications.
Transportation Committee
The Transportation Committee continues to provide project requests for the CIP. Virginia State Code allows for transportation
projects to be included within a locality's CIP. Funding for transportation project requests will likely come from developers and
revenue sharing. Implementation of transportation projects does not take away funding for generalized road improvements.
The Transportation Committee has included 20 priority projects. The top three priorities include Route 277 widening and safety
improvements (Phase 1), Exit 313 Bridge Replacement and Capacity Improvements, and Renaissance Drive (Phase 2). The inclusion
of the Eastern Road Plan Improvements item once again emphasizes the connection between the CIP and potential proffered
contributions made with rezoning projects which are aimed at mitigating potential transportation impacts identified in the
Comprehensive Plan.
Winchester Regional Airport
Funding for airport projects is derived through a complex formula where the federal and state governments contribute a majority of
the funding, with Frederick County and the other jurisdictions providing the remaining funding. The construction of a new general
aviation terminal to support future airport operations continues to be number one in the CIP, followed by the Taxiway “A”
Relocation (design/construction). Other projects focus on land and easement acquisition in support of airport development to meet
Federal Aviation requirements. The vast majority of the funding for these improvements comes from the FAA and VDA.
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Frederick County Dept ofPlanning & Development107 N Kent StWinchester, VA 22601www.fcva.us12/21/20
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2021 - 2026Frederick CountyCapital Improvement PlanTransportation Projects
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2021 - 2026Capital Improvement PlanTransportation Projects
Unfunded Priorities
Funded Priorities1. ROUTE 277 WIDENING &SAFETY IMPROVEMENTS (PH 1)
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2. EXIT 313 BRIDGE REPLACEMENT& CAPACITY IMPROVEMENTS
3. RENAISSANCE DR, PHASE 2
4. ROUTE 277; RT TURN LANEEXTENSION AT WARRIOR DR$+4
5. CONTINUE ROUTE 37 PLANNING& ENGINEERING WORK
6. ROUTE 277 WIDENING &SAFETY IMPROVEMENTS (PH 2)
7. REDBUD RD & EXIT 317INTERCHANGE IMPROVEMENTS
8. ROUTE 11 N WIDENING FROMSNOWDEN BRIDGE BLVD TOOLD CHARLESTOWN RD
11. ROUTE 11 S WIDENING &INTERSECTION IMPROVEMENTSFROM CITY LIMITS TOOPEQUON CHURCH LN
12. ROUTE 11 N OF WINCHESTERWIDENING TO WV LINE
13. SENSENY RD WIDENING
14. SENSENY RD; TURN LANESAT CRESTLEIGH DR$+14
15. I-81 EXIT 307 RELOCATIONðñò""307
16. WARRIOR DR EXTENSIONTO NEW EXIT 307
17. CHANNING DR EXTENSIONTO ROUTE 50
18. INVERLEE WAY; CONNECTIONFROM SENSENY RD TO ROUTE 50
19. WARRIOR DR EXTENSIONFROM ROUTE 37
20. EASTERN ROAD PLANIMPROVEMENTS20
10. ROUTE 7 CORRIDORIMPROVEMENTS FROM EXIT 315TO GREENWOOD RD
9. BRUCETOWN RD/HOPEWELL RD;ALIGNMENT AND INTERSECTION$+9
$+4
$+9
$+14
ðñò""307
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THE CIP TABLES - CONTENT DESCRIPTIONS
The Capital Improvements Plan tables, on the following four pages, contains a list of the capital improvement projects proposed for
the ensuing five years. A description of the information in this table is explained below.
Projects Ranked by Department - The priority rating assigned by each agency or department for their requested projects.
County Contribution - The estimated dollar value that will be contributed for each project. This value is listed by individual fiscal
years and by total contributions over the five-year period. The total contribution column, located to the right of the fiscal year
columns, does not include debt service projections.
Notes - Indicates the footnotes that apply to additional funding sources for particular projects.
Total Project Costs - The cost for each project, including the County allocations and other funding sources.
PROJECT FUNDING
The projects included in Table 1 have a total projected cost to the County of $339,062,907, this figure excludes Airport requests and
transportation projects as these are primarily funded through other sources.
While the CIP is primarily used to cover the next five years, much of the project costs have been identified beyond the next five
years.
• School projects are funded through a combination of loans from the Virginia Public School Authority and the Virginia
Literary Fund.
• Funding for Parks and Recreation Department projects will come from the unreserved fund balance of the County. The
Parks and Recreation Commission actively seeks grants and private sources of funding for projects not funded by the
County.
• The inclusion of transportation projects to the CIP is in no way an indication that Frederick County will be undertaking
these projects. Funding projects will continue to come from a combination of state and federal funds, developer
contributions, and revenue sharing.
• Airport projects will be funded by contributions from the federal, state, and local governments. The local portion may
include contributions from Frederick, Clarke, Shenandoah, Warren Counties, and the City of Winchester.
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Contribution Per Fiscal Year
Projects - Ranked by Department 2021-2022 2022-2023 2023-2024 2024-2025 2025-2026 2026+
Long Range
Comprehensive
Plan Projects
County
Contributions Notes
Total Project
Costs
Department
Ensuing
Fiscal Year Year 2 Year 3 Year 4 Year 5
Beyond
Year 6+
Public Schools Please refer to the map identifying future school sites for additional school sites located throughout the County.
Indian Hollow Elementary School Renovation $5,800,000 $3,800,000 $2,400,000 $12,000,000 $12,000,000
James Wood High School Additions/Renovations $3,600,000 $30,000,000 $20,000,000 $20,000,000 $73,600,000 $73,600,000
Armel Elementary School Renovation/Expansion $8,100,000 $5,400,000 $2,600,000 $16,100,000 $16,100,000
School Board Office IT Addition $4,800,000 $1,600,000 $6,400,000 $6,400,000
Fourth High School $35,300,000 $23,500,000 $23,500,000 $11,700,000 $94,400,000 $94,000,000
Sherando High School Renovation/Expansion TBD
Apple Pie Ridge Elementary School Phase 2 Renovation TBD
Total $17,500,000 $44,000,000 $61,900,000 $43,500,000 $23,500,000 $11,700,000 $202,500,000 $202,100,000
Parks & Recreation
Abrams Creek Greenway Trail $479,985 $508,915 $1,210,000 $1,630,000 $3,828,900 $3,828,900
Recreation Center $650,000 $9,250,000 $9,900,000 $9,900,000
Old Charlestown Road Park $3,400,000 $3,400,000 $3,400,000
Indoor Aquatic Facility $835,000 $12,000,000 $12,835,000 $12,835,000
Jordan Springs Elementary Gym Addition $75,000 $1,325,000 $1,400,000 $1,400,000
Water Slide/Sprayground $1,030,000 $1,030,000 $1,030,000
Sherando Sherando Park Area 1 Rec Access Phase 2 $100,000 $1,315,000 $1,415,000 $1,415,000
Clearbrook Clearbrook Park Development $220,000 $200,000 $420,000 $420,000
Sherando Sherando Park Softball Complex $115,000 $1,625,000 $1,740,000 $1,740,000
Sherando Sherando Park Area 3 Development $110,000 $2,350,000 $2,460,000 $2,460,000
Playground Replacement $350,000 $300,000 $150,000 $250,000 $1,050,000 $1,050,000
Sherando Sherando Ballfield Light Replacement $945,000 $945,000 $945,000
Community Parks $1,040,000 $1,154,000 $2,194,000 $2,194,000
Neighborhood Parks $293,000 $600,000 $4,131,000 $5,024,000 $5,024,000
Regional Parks $5,400,000 $4,110,000 $6,320,000 $15,830,000 $15,830,000
Sherando South Sherando Park Development $2,465,000 $2,465,000 $2,465,000
National Guard Armory Gym Addition $630,000 $630,000 $630,000
Fleet Trip Vehicles $340,000 $340,000 $340,000
Sherando SH Park Area 1 and 2 Development $3,450,000 $3,450,000 $3,450,000
Indoor Ice Rink $6,930,000 $6,930,000 $6,930,000
Total $5,224,985 $20,058,915 $14,443,000 $5,984,000 $5,650,000 $6,575,000 $17,721,000 $77,286,900 $77,286,900
Regional Library
Gainesboro Library $155,023 $1,340,000 $225,736 $128,275 $1,849,034 $1,849,034
Senseny/Greenwood Library TBD TBD
522 South Library TBD TBD
Total $155,023 $1,340,000 $225,736 $128,275 $0 $0 $1,849,034 $1,849,034
County Administration
Gore Convenience Site Expansion $750,000 $750,000 E $750,000
Double Toll Gate Convenience Site $35,000 $550,000 $585,000 $585,000
County Office Annex (Sunnyside)TBD TBD TBD
General Government Capital Expenditures $200,000 $200,000 $200,000 $200,000 $200,000 $1,000,000 E $1,000,000
County/School Board Administration Building TBD TBD E TBD
Joint Judicial Center New Facility TBD TBD TBD
Total $950,000 $235,000 $750,000 $200,000 $200,000 $0 $2,335,000 $2,335,000
Table 1 - 2021-2026 Capital Improvement Plan Requests
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Contribution Per Fiscal Year
Projects - Ranked by Department 2021-2022 2022-2023 2023-2024 2024-2025 2025-2026 2026+
Long Range
Comprehensive
Plan Projects
County
Contributions Notes
Total Project
Costs
Fire & Rescue
Frederick County Fire & Rescue Station 22 $7,500,000 $7,500,000 $7,500,000
Station 22 Apparatus $1,100,000 $1,100,000 $1,100,000
Fire and Rescue Station 23 / Annex Facilities $7,000,000 $7,000,000 $7,000,000
Station 23 Apparatus $1,100,000 $1,100,000 $1,100,000
Total $0 $0 $8,600,000 $0 $0 $8,100,000 $0 16,700,000 $16,700,000
Fire & Rescue Company
Capital Requests Fire & Rescue Capital Equipment $200,000 $200,000 $200,000 $200,000 $200,000 $1,000,000 E $1,000,000
Fire & Rescue Company
Capital Requests Greenwood Fire Station Upgrade/Expand Living Quarters $1,500,000 $1,500,000
including capital equipment requests Greenwood Fire Station Ambulance Replacement Program $310,000 $385,000 $695,000
Middletown Station Building Renovation/Addition TBD
Clearbrook - New Fire Station $50,000 $205,000 $4,575,000 $4,830,000
Stephens City Station - Tower 11 Replacement $130,000 $1,170,000 $1,300,000
Stephens City Station - Medic Unit Replacement (11-2)$240,000 $240,000
Stephens City Station - Medic Unit Replacement (11-3)$280,000 $280,000
Total $1,700,000 $510,000 $200,000 $0 $200,000 $280,000 $0 1,000,000 $9,845,000
Sheriffs Office
Eight Bay Steel Building for Large Vehicles $320,000 $320,000 $320,000
Replacement Law Enforcement Vehicles $870,000 $870,000 $870,000 $870,000 $870,000 $870,000 continuous $5,220,000 $5,220,000
Apex 8500 Mobile Radios $200,000 $200,000 $200,000 $200,000 $200,000 $200,000 continuous $1,200,000 $1,200,000
Apex 8000 Portable Radios $187,500 $187,500 $187,500 $187,500 $187,500 $187,500 continuous $1,125,000 $1,125,000
Firearms Training Simulator $100,000 $100,000
Total $1,677,500 $1,257,500 $1,257,500 $1,257,500 $1,257,500 $1,257,500 $0 7,865,000 $7,965,000
Communications Project 25 Pubic Safety Radio Network $4,196,395 $6,294,592 $6,294,592 $2,098,197 $2,098,197 $20,981,973
Total $20,981,973
Total of All Categories $27,207,508 $67,401,415 $87,376,236 $51,069,775 $30,807,500 $27,912,500 $17,721,000 $309,535,934 $339,062,907
Other Funding Sources:E= Partial funding anticipated through development & revenue sources
TBD= To be Determined
Public Safety - Fire and Rescue, Sheriff's Office and Communications
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Contribution Per Fiscal Year
Projects - Ranked by Agency 2021-2022 2022-2023 2023-2024 2024-2025 2025-2026 2026+
Long Range
Comprehensive
Plan Projects
County/VDOT/P
rivate
Contributions Notes
Total Project
Costs
Ensuing
Fiscal Year Year 2 Year 3 Year 4 Year 5
Beyond
Year 6+
Funded Priorities
Route 277, Fairfax Pike, Widening
and Safety Improvements (ph 1)$37,012,924 $37,012,924 E $37,012,924
Exit 313 Bridge Replacement and Capacity Improvements $35,123,000 $35,123,000 E $35,123,000
Rennaisance Drive, Phase 2 $4,223,000 $4,223,000 E $4,223,000
Route 277 right turn extension Warrior Drive $490,943 $490,943 E $490,943
Unfunded Priorities
Route 37 Engineering & Construction $772,500,000 $772,500,000 E $772,500,000
Route 277, Fairfax Pike, Widening $0
and Safety Improvements (ph 2)$26,191,407 $26,191,407 E $26,191,407
Redbud Road Realignment and $0 $0
Exit 317 Interchange Improvements $11,576,306 $11,576,306 E $11,576,306
Widening of Route 11 North (ph 1)$29,196,504 $29,196,504 E $29,196,504
Brucetown/Hopewell Realign.$8,240,000 $8,240,000 E $8,240,000
Route 7 Corridor Improvements Exit 315 to Greenwood $5,150,000 $5,150,000 $5,150,000
Route 11 S Widening and Intersection Improvements from
Winchester City Limits to Opequon Church Lane $3,399,000 $3,399,000 E $3,399,000
Widening of Route 11 North (ph2)$197,760,000 $197,760,000 E $197,760,000
Senseny Road Widening $69,010,000 $69,010,000 E $69,010,000
Senseny Road turn lanes/improvements Crestleigh Drive $2,625,036 $2,625,036 E $2,625,036
I-81 Exit 307 Relocation with 4 ln connection to Double
Church and Stephens City Bypass $241,283,133 $241,283,133 E $241,283,133
Warrior Drive Extension (south)$48,410,000 $48,410,000 E $48,410,000
Channing Drive Extension $46,350,000 $46,350,000 E $46,350,000
Inverlee Way $28,119,000 $28,119,000 E $28,119,000
Warrior Drive Extension (Crosspointe south)$34,505,000 $34,505,000 E $34,505,000
Eastern Road Plan Improvements TBD TBD E TBD
Total $76,849,868 $0 $0 $0 $0 $0 $1,524,315,386 $1,601,165,253 $1,601,165,253
Other Funding Sources: E= Partial funding anticipated through development & revenue sources
Table 2 - Transportation Projects - CIP Requests
The inclusion of transportation projects to the CIP is in no way an indication that Frederick County will be undertaking these projects. Funding
projects will continue to come from a combination of state and federal funds, developer contributions, and revenue sharing
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Contribution Per Fiscal Year
Projects - Ranked by Agency 2021-2022 2022-2023 2023-2024 2024-2025 2025-2026 2026+
Long Range
Comprehensive
Plan Projects
County
Contributions Notes
Total Project
Costs
Ensuing
Fiscal Year Year 2 Year 3 Year 4 Year 5
Beyond
Year 6+
New Aviation Terminal $1,724,000 $4,580,000 $85,000 A,B,C $6,389,000
Taxiway "A" Relocation $4,130,000 $4,150,000 $4,444,444 $4,444,444 $4,444,444 A,B,C $17,168,888
Land Parcel 64-A-60 (Cooper)$200,000 A,B,C $200,000
Runway Protection Zone (RPZ) Land Services $150,000 A,B,C $150,000
Acquire Easements $100,000 A,B,C $100,000
Northside Site Prep 500000 A,B,C $500,000
Northside Access Road $700,000 A,B,C $700,000
Fuel Storage Facility $600,000 A,B,C $600,000
Total $1,724,000 $4,130,000 $4,580,000 $4,935,000 $5,394,444 $4,444,444 $25,807,888
A= Partial funding from VA Dept. of Aviation
B= Partial funding from FAA
C = Partial local funding (% split between Frederick County and Winchester based on Weldon Cooper figures)
Table 3 - Winchester Reginal Airport CIP Requests
*Airport projects will be funded by contributions from the federal, state, and local
governments. The local portion may include contributions from Frederick, Clarke,
Shenandoah, and Warren Counties, and the City of Winchester.
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APPENDIX
PROJECT DESCRIPTIONS
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Frederick County Public Schools Project Priority List
PRIORITY 1 – Indian Hollow Elementary School Renovation
Description: Indian Hollow Elementary School opened in 1988 and has served continuously as an elementary school since that
time. The school and auxiliary buildings contain 59,065 square feet. The school has a program capacity of 442 students.
Currently the building serves grades K-5. This renovation needs to address the exterior wall, windows, & doors, and the HVAC.
Repairing the exterior walls is a pressing need.
Capital Cost: $12,000,000
Justification: Indian Hollow Elementary School is 32 years old and renovation is needed to these few areas to empower FCPS
staff to operate the building economically and efficiently until a full renovation can be accomplished.
Construction Schedule: FY 23-24
PRIORITY 2 – James Wood High School Renovations and Additions
Description: James Wood High School opened in 1980 and has served as a high school since that time. The school and all
auxiliary buildings total 229,187 square feet and has a program capacity of 1,283 students. The building serves grades 9-12. The
building is in good condition; however, several major areas need to be addressed in a renovation. Foci of the renovation will
include modification of instructional areas to support modern, student-centered instructional delivery, mechanical, electrical,
plumbing, technology, finishes, and site.
Capital Cost: $73,600,000
Justification: James Wood High School is 40 years old. Renovations and additions are needed to a number of areas to support
effective, economical, and efficient operation of the school for years to come. This school will be renovated to be more like the
4th HS, the new Frederick County MS, and the Aylor MS replacement, with a variety of learning spaces to meet the needs of a
variety of learning styles and to impart skills necessary in today’s working world.
Construction Schedule: FY 24-25
PRIORITY 3 - Armel Elementary School Addition and Renovation
Description: Armel ES opened in 1991 and has served continuously as a K-5 elementary school since that time. The school
contains 70,281 square feet and has a program capacity of 580 students. As of September 15, 2020, the school has 607
students. Eight classrooms will be added to Armel ES, to accommodate the additional growth at Lake Frederick. The existing
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facility will be updated as needed and core areas partially renovated to serve the additional students.
Capital Cost: $16,10,000
Justification: Armel Elementary School is in good condition; however, growth in the attendance zone will need to be
addressed through the addition of classrooms to the facility.
Construction Schedule: FY 23-24
PRIORITY 4 – School Board Office IT Addition
Description: This project would put the entire department together in one purpose-built facility. It would be a separate building
located near the Administrative Offices on James Wood Middle School property. The new facility would be a 15,000 square foot
building with storage areas, work areas, offices, cubicles, conference rooms, a customer service area, customer parking, a loading
dock, and parking for IT work vehicles.
Capital Cost: $6,400,000
Justification: Frederick County Public Schools IT Department is currently located in three areas inside the Administrative Offices
and four trailers behind the offices. Being situated in multiple locations that are not purpose built for the administration of the
school division’s technology systems creates significant time-consuming inefficiencies.
Construction Schedule: FY 23-24
PRIORITY 5 – Fourth High School
Description: The new high school project is proposed to serve students grades 9-12 with a program capacity of 1,250 students
and will address anticipated growth in high school student enrollment in the school division. The site is located at the end of
Justes Drive behind Admiral Byrd MS. This school will be designed for collaborative education, similar to Frederick County MS,
with a variety of learning spaces to meet the needs of a variety of learning styles and to impart skills necessary in today’s working
world.
Capital Cost: $94,000,000
Justification: This project will address expected growth in high school student enrollment in the school division over the next
several years. We propose to open the new high school in the fall of 2027.
Construction Schedule: Beyond 2026
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PRIORITY 6 – Sherando High School Renovations and Addition
Description: Sherando High School opened in 1993. The facility contains 239,517 square feet and has a program capacity of 1,323
students serving grades 9-12. Several major areas need to be addressed in a renovation, including reorganization and addition of
classroom and storage space to better equip the building to support collaborative education. Because we want the facility to last
another 30 years, facility infrastructure will be renewed and updated, and finishes will be refreshed. Other areas to be addressed
are security, traffic safety, and gender equity in athletic facilities.
Capital Cost: TBD
Justification: Sherando is 27 years old and will be at least 32 years old by the time we start to renovate it. Renovations are
needed to ensure the economical, efficient, and effective operation of the school for years to come. Modern instruction requires
that a variety of learning spaces be provided, including collaborative spaces of varying sizes and project labs (similar to maker
spaces). Transportation safety concerns exist on and around the school site at Sherando during arrival and dismissal. Sherando
does not have a softball field on site, instead using a softball field in Sherando Park. This represents an equity issue between boys’
and girls’ sports and is contrary to FCPS’ policy of equity between boys and girls sports.
Construction Schedule: TBD
PRIORITY 7 – Apple Pie Ridge Elementary School Phase 2 Renovation
Description: Apple Pie Ridge Elementary School opened in 1974 and has served continuously as an elementary school since that
time. The school and auxiliary building contain 65,120 square feet. The school has a program capacity of 509 students. Currently
the building serves grades K-5. The building is in good condition; however, several major areas need to be addressed, including
open classroom space, ADA compliance, energy conservation, security, and upgrades of fire alarms, electrical, plumbing, and
mechanical systems.
Capital Cost: TBD
Justification: Apple Pie Ridge Elementary School is 46 years old and renovation is needed to a number of areas to ensure the
economical and efficient operations of the school for years to come.
Construction Schedule: TBD
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Parks & Recreation Department Project Priority List
PRIORITY 1 – Abrams Creek Trail
Description: 10' wide, asphalt, shared-use trail along Abrams Creek. From Senseny Road to Channing Drive. It is estimated the trail
will have six bridge stream crossings and will be approximately 3 miles in length. As outlined below, the project is envisioned in
three phases of approximately 1 mile each. Each phase will have logical beginning and ending points and be usable trail sections in
themselves. Phase 1 from Senseny Road to Woodstock Lane. Phase 2 from Woodstock Lane to Woody's Place, and Phase 3 from
Woody's Place to Channing Drive. VDOT Transportation Alternatives (TA) Highway Safety Improvement Program (HSIP) funds are
allocated for the project in the schedule above. Funds for Phases II and III are not yet secured. Grant funding will be pursued for
these phases.
Capital Cost: $3,828,900
Justification: This facility would provide recreational opportunities for residents and provide an alternate means of entering and
exiting the City of Winchester from Eastern Frederick County. This project is intended to meet the needs of the community as
identified in the 2017 Frederick County Parks and Recreation Community Survey, and the 2012 Virginia Outdoors Plan Survey.
Construction Schedule: Phase I – FY 22-23, Phase II and III – Beyond FY 26
The construction schedule will follow VDOT funding. Phase I is funded through VDOT with design scheduled for FY 21, construction
FY 22, and 23. Phase 1-3 Beyond FY 26
PRIORITY 2 – Recreation Center
Description: The Recreation Center project would be approximately 44,000 square feet and include an indoor area large enough to
accommodate a minimum of two basketball courts. This court area would also be designed for utilization by indoor soccer, baseball,
softball, wrestling, volleyball, tennis, and badminton with the installation of in-floor sleeves and drop curtains or partitions. This
area could also be used for special events such as dances, proms, music festivals, garden, and home, outdoor, craft, antique, quilt, or
boat shows, thus providing a flexible facility for a multitude of activities to take place at one time. The facility would also house a
fitness center, multi-purpose rooms, office, storage, and locker rooms.
Capital Cost: $9,900,000
Justification: Since its inception, the Parks and Recreation Department has relied significantly on the use of the county public
schools to house recreation programs. This arrangement adequately addressed Recreation Center needs for a time, however the
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department currently offers over 250 sections of programs, creating a situation where the department is limited in its ability to meet
the programming and facility needs of the county residents. A Recreation Center facility will facilitate the department to meet
citizen programming demands and provide the area with a facility to attract new businesses to the community. This facility would
be available to all area residents.
Construction Schedule: Completion in FY 23-24
PRIORITY 3 – Old Charlestown Road Park Development
Description: Old Charlestown Road Park, situated on land proffered by the Snowden Bridge development provides land for the
provision of an active recreation park. The above park is to include athletic fields suitable for league play. Fields, restroom, and
parking are part of the park concept.
Capital Cost: $3,400,000
Justification: The overall park design is informed by the Snowden Bridge (formerly Stephenson Village) rezoning proffer of 2003
and public input sessions in 2020. Plans are to provide rectangular fields and hard surface courts at this location. There are no
public rectangular fields in the north of Frederick County.
Construction Schedule: Completion in FY 21-22
PRIORITY 4 – Indoor Aquatic Facility
Description: The approximately 35,000sf building will likely house a 10-lane competitive pool, 6 lane warm water teaching pool,
meeting rooms, shower and changing rooms, and facilities support areas. The above facility would meet the swimming needs of the
community, including HS level swim teams.
Capital Cost: $12,835,000
Justification: There are no public indoor public pools in Frederick County. By constructing the indoor pool, it would permit the
department to meet competition needs, instructional needs, citizen programming provide a nucleus to attract new businesses to the
community. This project is intended to meet the needs of the community as identified in the 2017 Frederick County Parks and
Recreation Community Survey. This facility would be available to all area residents. The construction of this project will provide a
facility to offer competitive swim and year-round recreational programming.
Construction Schedule: Completion in FY 22-23
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PRIORITY 5 – Gym Addition – Jordan Springs Elementary School
Description: This project brings the Jordan Springs Elementary School into the Cooperative Use framework for shared school and
community uses. Expanding the gymnasium from elementary size to full size (comparable to Orchard View, Greenwood MIll,
Evendale, and Gainesboro Elementary School Gyms), and adding community multi-purpose room space to the proposed school site.
Capital Cost: $1,400,000
Justification: The model in place since Orchard View Elementary was built in 2000 added gymnasium and multipurpose space to
subsequent elementary schools, as these schools are located where population growth is present. Growth in community
programming, camps, and indoor sport leagues continues to create demand for more gymnasium and multi-purpose space. Adding
pressure for this location is that there are no community center spaces in the Stonewall District, while population continues to
increase.
Construction Schedule: Completion in FY 22-23
PRIORITY 6 - Water Slide / Spray ground / Building Renovation
Description: Upgrade the outdoor swimming pools at both Clearbrook and Sherando Parks. Upgrade would involve the removal of
the diving boards and the installation of one 50' water slide and one 75' water slide at each pool. The upgrade would also include
the addition of a spray ground with 10-12 features at each pool.
Capital Cost: $970,000
Justification: To provide recreational opportunities for the Clearbrook Park and Sherando Park service area. Frederick County Parks
and Recreation Department operates two outdoor swimming pools at the regional parks. These facilities are over 20 years old and
were constructed with two diving boards as the main feature for each pool. Swimming pool attendance has trended decline in
recent years and users are requesting different water features. The addition of two water slides and a spray ground to each pool
facility will appeal to families and increase interest in visiting the outdoor pool facilities.
Construction Schedule: Completion in FY 22-23
PRIORITY 7 – Sherando Park Area 1 Recreation Access Phase 2
Description: This project continues the development vision for the NW area of Sherando Park located north of Rt. 277 as shown in
the 2016 North Sherando Park Master Plan update. Continuing the newly installed Line Drive from Warrior Drive to Landgrant Lane,
parking, restroom building, and dog park are elements of this phase.
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Capital Cost: $1,415,000
Justification: This facility would provide recreational opportunities for the entire Frederick County area. This project is intended to
meet the needs of the community as identified in the 2017 Frederick County Parks and Recreation Community Survey.
Construction Schedule: Completion in FY 22-23
PRIORITY 8– Clearbrook Park
Description: This project implements the development vision for the NE area of Clearbrook Park. This vision is consistent with the
Clearbrook Park Master Plan. Included are basketball, pickleball courts, and an access trail from the existing pool parking lot.
Capital Cost: $420,000
Justification: This facility would provide recreation opportunities for the entire Frederick County area. It would provide amenities
not readily available in northeastern Frederick County and provide a public pickleball complex for county residents.
Construction Schedule: Completion in FY 22-23
PRIORITY 9 - Sherando Park North - Softball Complex
Description: This project completes the development vision for the SE area of Sherando Park located north of Rt 277. This vision is
expressed in the 2016 North Sherando Park Master Plan update. Included are softball fields to complete the complex, a shared use
trail segment, roadway, and parking.
Capital Cost: $1,740,000
Justification: This facility would provide recreational opportunities for the entire Frederick County area. In addition to its use as a
recreational facility, it will be used by the Frederick County school system. Presently, there are ten softball/baseball fields within the
county’s regional park system. Eight of ten existing fields must serve a dual purpose of facilitating youth baseball as well as youth
and adult softball programs. With the increased usage of these fields, it has become more difficult to facilitate these programs. This
project is needed to meet the growing need for diamond field space and tournament opportunities.
Construction Schedule: Completion in FY 22-23
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PRIORITY 10 - Sherando Park Area 3 Development
Description: This project completes the development vision for the SW area of Sherando Park located north of Rt 277. This vision is
expressed in the 2016 North Sherando Park Master Plan update. Included are rectangular play fields, a shared use trail segment,
roadway and parking, playground, restroom, and maintenance building.
Capital Cost: $2,460,000
Justification: This facility would provide recreational opportunities for the entire Frederick County area. In addition to its use as a
recreational facility, it will be used by the Frederick County school system. With the development of N Sherando Softball Complex
(CIP item #9) two rectangular play fields will be displaced. The development of area 3 not only addresses this direct result, but also
addresses additional identified needs of the community.
Construction Schedule: Completion in FY 23-24
PRIORITY 11 - Playground Replacement
Description: This project schedules replacement for playgrounds at County Parks.
Capital Cost: $1,050,000
Justification: County park playgrounds are popular amenities at County-owned parks. The playgrounds will need to be replaced to
meet user expectations.
Construction Schedule: This project is anticipated to be ongoing; a four-year schedule is proposed. Year 1: CB main playground,
Frederick Heights. Year 2: CB 2nd playground, SH 2nd playground. Year 3: SH 3rd playground. Year 4: SH Main playground. FY22-
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PRIORITY 12 – Sherando Ballfield Lighting Replacement
Description: Upgrade the ballfield lighting at Sherando Parks Baseball facilities. The upgrade would involve the removal of the
30/20 FC (footcandle) level fixtures, lamps, and wood poles and replace with 50/30 FC (footcandle) level fixtures, lamps and steel
poles on (4) four fields at Sherando Park. This standard is required by Little League International on all little league fields. LED light
fixtures are specified, as HID fixtures are facing obsolescence.
Acquisition of Parkland (35 acres)
Capital Cost: $945,000
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Justification: The Parks and Recreation Commission is recommending the ballfield light system be upgraded to achieve the
recommended 50/30 footcandle level lighting on the playing surface. This will facilitate the provision of recreational opportunities
at Sherando Park for the service areas which include all Frederick County residents. The field light fixtures are over twenty-five years
old and are affixed to poles.
Construction Schedule: Completion in FY 22-23
PRIORITY 13 – Community Parks
Description: The Community Park needs include continued development of existing parks, and the acquisition of approximately
thirty-five acres for an additional park located in eastern Frederick County. Developed amenities will ultimately be determined by
the specific site, however typical development would include:
Acquisition of Parkland; 35 acres
• Paved & Gravel Paths
• Playground
• Tot lot
• Shelters
• Lighted Basketball & Tennis courts
Capital Cost: $2,194,000
Justification: Potential acreage for parkland would be located close to population density, east of Winchester, Redbud / Shawnee
district area. The location of this project would provide developed parkland to create more accessible recreational facilities and
opportunities to the residents Frederick County.
Construction Schedule: Completion in FY 24-25
PRIORITY 14 – Neighborhood Parks
Description: The Neighborhood project includes the continued development of existing and acquisition of six new sites of
approximately ten acres and the subsequent development of these sites. Developed amenities will ultimately be determined by the
specific site, however typical development would include:
Acquisition of Parkland, 10 acres per site
• Paved Path
• Playground
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• Shelter
• Hard Surface Courts
• Open Play Fields
Capital Cost: $5,024,000
Justification: To reduce the gap between the amount of existing parkland and the amount of parkland needed to meet the
minimum standard for our service area, as recommended by the 2013 Virginia Outdoors Plan. This project is intended to meet the
needs of the community as identified in the 2017 Frederick County Parks and Recreation Community Survey. Potential acreage for
parkland would be located in the Urban Development Area or Rural Community Centers.
Construction Schedule: Beyond FY26
PRIORITY 15 – Regional Park
Description: Acquisition of Parkland:
• Northeastern Frederick County 150-200 acres
• Western Frederick County 150-200 acres
• Eastern Frederick County 150-200 acres
Capital Cost: $15,830,000
Justification: This project would meet the recreation needs of the Frederick County population.
Construction Schedule: Beyond FY26
PRIORITY 16 - S. Sherando Park Development
Description: This project completes the development vision for the area of Sherando Park located south of Rt 277. This vision is
expressed in the 2002 Sherando Park Master Plan update as well as other identified improvements. Included are rectangular play
fields, skate park, roadway and parking, lake trail, and restroom.
Capital Cost: $2,465,000
Justification: These improvements would provide recreational opportunities for the entire Frederick County area.
Construction Schedule: Completion in FY 25-26
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PRIORITY 17 - National Guard Armory Gym Addition
Description: Through an agreement with the National Guard, Frederick County would convert the existing buildings assembly space
to a gymnasium. The project includes flooring and air conditioning.
Capital Cost: $630,000
Justification: The model in place since Orchard View Elementary was built in 2000 added gymnasium and multipurpose space to
elementary schools, as these schools are located where population growth is present. Growth in community programming, camps,
and indoor sport leagues continues to create demand for more gymnasium and multi-purpose space.
Construction Schedule: Completion in FY 24-25
PRIORITY 18 – Fleet Trip Vehicles
Description:
Bus #1 – 40-50 Passenger Bus
Bus #2 – 30-40 Passenger Bus
Van #1 – 12 Passenger Van
Capital Cost: $325,000
Justification: To offer a comprehensive package of trips where the population of Frederick County could begin to rely on the Parks
and Recreation Department to meet their trip needs.
Construction Schedule: Beyond FY 26
PRIORITY 19 – N Sherando Park Area 1 & 2 Development
Description: This project completes the development vision for the area of Sherando Park located north of Rt 277 and Wrights Run.
This vision is expressed in the 2016 North Sherando Park Master Plan update. Included are multi-use trail, mountain bike trails,
restrooms, pavilions, roadway, and parking.
Capital Cost: $3,450,000
Justification: This facility would provide recreational opportunities for the entire Frederick County area. This project is intended to
meet the needs of the community as identified in the 2017 Frederick County Parks and Recreation Community Survey.
Construction Schedule: Completion in FY 24-25
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PRIORITY 20 – Indoor Ice Rink
Description: The Ice Rink project would be approximately 40,000 square feet and include an indoor area large enough to
accommodate a single 200’ x 85’ ice rink, locker rooms, party/meeting rooms, and concession area and would need approximately
10 acres to construct. This facility should be located on property owned or proffered to the County. The above ice rink may be
collocated with other compatible uses should opportunities arise, reducing the acreage demand.
Capital Cost: $6,930,000
Justification: There are no public indoor ice rinks in Frederick County and county residents currently must travel over one hour to
use an indoor ice facility. By constructing the indoor ice rink, it would permit the department to meet competition needs,
instructional needs, citizen programming and leisure demands as well as provide a nucleus to attract new businesses to the
community. This facility would be available to all area residents. The construction of this project will provide a facility to offer year-
round recreational programming for the residents of Frederick County. This project is intended to meet the needs of the community
as identified in the 2017 FCPRD Community Survey.
Construction Schedule: Beyond FY 26
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Handley Regional Library Project Priority List
PRIORITY 1 - Frederick County Library Branch - Gainesboro
Description: Construction of a 4,000-5,000sf branch library, either as a stand-alone facility or co-located with a planned Frederick
County facility (e.g., the new middle school). Initial parking should be for at least 50 vehicles. The proposed location would be on Rt.
522 in the Gainesboro district, but this could change depending on patterns of library use and on whether donated land could be
located or if co-located with a Frederick County project already in the early planning stage. This projected branch would fit per
discussions with FCPS on existing property and was outlined in a document prepared by FCPS students six years ago.
Capital Cost: $1,849,034
Justification: This branch would serve citizens living in this growing area: In 2018-2019 Frederick County citizens of all ages checked
out 460,355 (traditional) + 96,928 (electronic) = 557,283 items. 32,570 Frederick County residents have library cards and averaged
64.7% of all materials checked out of the regional system. (inactive users were purged 11/18 per state requirements) As of June
2019, 2850 new cards were registered. Frederick County residents, adults, and children registered for library cards for the first time
in 2018-2019. (Note: Due to CV19 shutdown the data above is from the previous FY which is representative of a normal year.) This
population group in the Gainesboro district is not close to a library in the regional system. This new library would serve a sizeable
population of Frederick County that is not being served. The Library will provide materials and programming for citizens from
toddlers to senior citizens. It will provide recreational and educational materials. It will be a prime source for homework help since
it will be open nights and on weekends when school libraries are closed. The library will supply computer access via Wi-Fi, rental
tablets, and hotspots, via desktop/laptop computers for word processing, as well as other office applications and for Internet usage.
There will be a meeting room of 180 square feet in which area groups can meet.
Construction Schedule: Completion in FY 24-25
PRIORITY 2 - Frederick County Library Branch - Senseny/Greenwood
Description: Construction of a 10,00sf branch library with expansion possible to 15,000 square feet. Initial parking should be for a
minimum of 65 vehicles. The proposed location is yet to be determined and is dependent on future development. The first step of
the project would be the acquisition of the land of 5 to 8 acres.
Capital Cost: TBD
Justification: This branch would serve citizens living in this growing area: In 2018-2019 Frederick County citizens of all ages checked
out 460,355 (traditional) + 96,928 (electronic) = 557,283 items. 32,570 Frederick County residents have library cards and averaged
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64.7 % of all materials checked out of the regional system. (inactive users were purged 11/18 per state requirements) As of June
2019, 2850 new registrations Frederick County residents, adults, and children, registered for library cards for the first time in 2018-
2019. (Note: Due to CV19 outbreak and shut down the previous year’s data is being utilized which is representative of a normal
year.) As noted above the population group in the Redbud/Shawnee district is not close to a library in the regional system. The
Library will provide materials and programming for citizens from toddlers to senior citizens. It will provide recreational and
educational materials. It will be a prime source for homework help since it will be open nights and on weekends when school
libraries are closed. The library will supply computer access via Wi-Fi, rental tablets, and hotspots, via desktop/laptop computers for
word processing, as well as other office applications and for Internet usage. There will be a meeting room of 800 square feet in
which area groups can meet.
Construction Schedule: Long range planning objective – beyond FY26
PRIORITY 3 – 522 South Library
Description: Construction of a 7,000sf branch library with expansion possible to 10,000 square feet. Initial parking should be for a
minimum of 35 vehicles. The proposed location is yet to be determined and is dependent on future development. The first step of
the project would be the acquisition of the land of 3 to 4 acre or collocated with the new High School projected to be built in the
same area.
Capital Cost: TBD
Justification: This branch would serve citizens living in this growing area: In 2018-2019 Frederick County citizens of all ages checked
out 460,355 (traditional) + 96,928 (electronic) = 557,283 items. 32,570 Frederick County residents have library cards and averaged
64.7 % of all materials checked out of the regional system. (Inactive users were purged 11/18 per state requirements) As of June
2019, 2850 new registrations (these are end of FY numbers for each year.) Frederick County residents, adults, and children
registered for library cards for the first time in 2018-2019. (Note: Due to CV19 shutdown, previous year data is utilized here as
representative of a normal year) This population group in the Opequon district is not close to a library in the regional system. This
new Library will serve an area of Frederick County largely unserved by our current branches. The Library will provide materials and
programming for citizens from toddlers to senior citizens. It will provide recreational and educational materials. It will be a prime
source for homework help since it will be open nights and on weekends when school libraries are closed. The library will supply
computer access via Wi-Fi, rental tablets, and hotspots, via desktop/laptop computers for word processing, as well as other office
applications and for Internet usage. There will be a meeting room of 425 square feet in which area groups can meet.
Construction Schedule: Long range planning objective – beyond FY26
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County Administration and Public Works Project Priority List
PRIORITY 1 - Gore Citizens Convenience Site
Description: The project will expand refuse capacity and improve efficiency of collection in the Gore community by installing a
surplus trash compactor. Converting the Gore facility from one which utilizes 10 8-yard boxes for refuse collection to one that uses a
trash compactor will drive down collection costs dramatically. In order to accomplish this, and account for improved trash flow and
the construction of a compactor and recycling staging area, the site will be expanded onto an adjoining parcel already owned by the
county. This construction will take place over a period of months.
Capital Cost: $750,000
Justification: A total of 3,785 vehicle trips were made to the facility during August 2020, an increase of 7 percent in usage. 2019
showed a growth of 10 percent. On a typical Sunday, up to 183 vehicles drop of trash, filling the site's refuse collection cans to
capacity. The project will pay for itself in lower refuse collection costs through compaction of solid waste prior to transport. Also,
with a compactor in place, refuse will be contained in an enclosed receiver can, reducing odor, vectors and blowing litter, all of
which are challenges of using open collection cans. Project will provide much-need capacity during heavy trash flow times such as
holidays and weekends. At times, the site is forced to close early. The Public Works Committee supports this project. Basic design
work has already taken place in the current fiscal year. Construction is planned for FY 21/22.
Construction Schedule: Completion in FY 21-22
PRIORITY 2 - Double Toll Gate Citizens' Convenience Site - Expansion
Description: The project will expand refuse capacity in the growing Double Toll Gate, Lake Frederick, Stephens City and Armel
communities by adding a second trash compactor and poured concrete wall. The current site is situated in Clarke County and is
leased from the state at no cost. The facility also serves Clarke residents. Clarke shares in collection and disposal costs (21 percent)
while Frederick maintains the site and provides labor. This construction will take place over a period of months.
Capital Cost: $585,000
Justification: A total of 8,654 vehicle trips were made to the facility during August 2020, an increase of 11 percent in usage. 2019
also showed a hike of 11 percent over 2018. An average of 321 vehicle trips are made to the facility each day, making it one of the
county's busiest refuse and recycling sites. With a second compactor in place, capacity and traffic flow would be enhanced and the
need to close early on holidays and weekends eliminated. This location has served the area well since the late 1970's. A recycling
pad and new pavement were added in 2009. Additional upgrades are now necessary in order to meet the growing demands of solid
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waste management. The Public Works Committee supports this project. Design work would take place in FY 22/23. Construction is
planned for FY 23/24.
Construction Schedule: Completion in FY 21-22
PRIORITY 3– County Office Annex (Former Sunnyside Plaza Shopping Center)
Description: This project consists of the renovation of an existing shopping center containing approximately 64,000 square feet
located at the Intersection of Fox Drive and Route 522 in the County’s Urban Development Area. This project will accommodate the
relocation of certain departments (TDB) from the 107 N. Kent Street complex to this County office annex in order to address existing
and future space needs of County departments.
Capital Cost: TBD
Justification: The inclusion of this capital facility will allow for improvements to general governmental facilities and services for
the benefit of the residents of Frederick County and will meet the increasing need for office space, meeting space, and government
services in an accessible location.
Construction Schedule: TBD
PRIORITY 4 - General Government Capital Expenditures
Description: This project consists of a revolving fund in the amount of $1,000,000 for the benefit of General Governmental Capital
Expenditures. It is the intention of this capital expenditure fund to be for the purpose of purchasing capital equipment for
governmental agencies and to allow for improvements to general governmental facilities. Such expenditures may be less than the
established $100,000 departmental threshold. It was determined that the inclusion of such a project would be beneficial in ensuring
that this significant capital expense is identified in the County’s capital planning and budget process. This project is for the benefit of
the County Governmental Entities participating in the CIP but does not include individual Volunteer Fire and Rescue Companies.
Capital Cost: $1,000,000
Justification: The inclusion of this capital expenditure fund for the purpose of purchasing capital equipment for governmental
agencies and to allow for improvements to general governmental facilities will enable the County to meet the requirements of the
Code of Virginia with regards to the collection and disbursement of cash proffers accepted on behalf of the governmental entities.
Construction Schedule: N/A
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PRIORITY 5 - County/School Board Administration Building
Description: This project consists of a County/School Board Administration Building, to be located generally in the County’s Urban
Development Area. The Joint Administrative Office Complex project is for a new 150,000 square foot office building shared with the
County Schools Administration. The Schools’ portion would be 50,000 square feet.
Capital Cost: TBD
Justification: The inclusion of this capital facility will allow for improvements to general governmental facilities and services for the
benefit of the residents of Frederick County and will meet the increasing need for office space, meeting space, and government
services in an accessible location.
Construction Schedule: TBD
PRIORITY 6 - Joint Judicial Center New Facility
Description: This new project consists of a new future Joint Judicial Center Facility to be located generally in the City of Winchester
or in the County’s Urban Development Area.
Capital Cost: TBD
Justification: The inclusion of this capital facility will allow for improvements to general governmental facilities and services for the
benefit of the residents of Frederick County and will meet the increasing need for office space, meeting space, and government
services in an accessible location. The need for this project has been established through ongoing communication with the court
system and the City of Winchester.
Construction Schedule: TBD
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Fire & Rescue Project Priority List
PRIORITY 1 - Frederick County Fire & Rescue Station 22
Description: Construct a three-bay Fire and Rescue Station with availability for satellite Sheriff’s office and County office space for
Treasurer’s, Commissioner of the Revenue, and BOS office with meeting room. The station will be located in the area of Fairfax Pike,
White Oak Road and Tasker Road to provide service for the heavy growth area east of Stephens City. An approximate three-acre site
will be needed to accommodate this facility. The fire station will be approximately a 15,000 sq ft facility to house an engine and
ambulance. Those who would occupy the facility will determine the size of the satellite offices.
Capital Cost: $7,500,000
Justification: Development near this area will necessitate the development of this station. The Lake Frederick development is
scheduled to be an active adult resort gated community with age restrictions on 80% of the homes above 55 and the other 20%
above 45. The developer’s master plan will allow for 2130 individual dwelling units using a mix of housing types.
Construction Schedule: Completion in FY 24-25
PRIORITY 1A - Frederick County Fire and Rescue Station 22 Apparatus
Description: Purchase one (1) custom pumper equipped and one (1) custom Type I Advanced Life Support (A.L.S.) capable
ambulance equipped to be assigned to Fire and Rescue Station 22.
Capital Cost: $1,100,000
Justification: This fire and rescue apparatus will be assigned to Fire and Rescue Station 22 located on Fairfax Pike East area of
Frederick County. The pumper will be built to N.F.P.A. 1901 specifications and equipped with all required and necessary equipment
to function as a Class A Pumper. The ambulance will be built to the Federal KKK-A-1822E specifications and equipped with all
required and necessary equipment to function as an Advanced Life Support ambulance.
Construction Schedule: Completion in FY 24-25
PRIORITY 2 - Fire and Rescue Station 23 / Annex Facilities
Description: Construct three-bay fire station with availability for satellite offices for the Frederick County Sheriff’s Office,
Treasurer’s Office, and Commissioner of Revenue, and BOS office with meeting room. square feet of building area. An approximately
three-acre site will be needed to accommodate the facility. The fire station will be approximately a 15,000 sq ft facility to house an
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engine and ambulance. Those who would occupy the facility will determine the size of the satellite offices. The project is located at
Crosspointe Center at the end of current Rt. 37 South, an area of proposed high-density residential and commercial development.
Capital Cost: $7,500,000
Justification: As commercial and residential developments continue to expand in this area of Frederick County, and with the
increased traffic on Rt. 37 and I-81, the calls for emergency services increases as well. To address the needs of the growing
community and to maintain efficient response times, the addition of a new fire and rescue station is needed.
Construction Schedule: Completion in FY 26-27
PRIORITY 2A - Frederick County Fire and Rescue Station 23 Apparatus
Description: Purchase one (1) custom pumper equipped and one (1) custom Type I Advanced Life Support (A.L.S.) capable
ambulance equipped to be assigned to Fire and Rescue Station 23.
Capital Cost: $1,100,000
Justification: This fire and rescue apparatus will be assigned to Fire and Rescue Station 22 located on Fairfax Pike East area of
Frederick County. The pumper will be built to N.F.P.A. 1901 specifications and equipped with all required and necessary equipment
to function as a Class A Pumper. The ambulance will be built to the Federal KKK-A-1822E specifications and equipped with all of the
required and necessary equipment to function as an Advanced Life Support ambulance.
Construction Schedule: Completion in FY 26-27.
PRIORITY 3- Capital Equipment Fire & Rescue – Vehicles & Equipment
Description: This project consists of a revolving fund in the amount of $1,000,000 for the benefit of Fire and Rescue Services. It is
the intention of this capital expenditure fund to be for the purpose of purchasing additional and replacement capital equipment fire
and rescue vehicles and equipment. It was determined that the inclusion of such a project would be beneficial in ensuring that this
significant capital expense is identified in the County’s capital planning and budget process.
Capital Cost: $1,000,000
Justification: The inclusion of this capital expenditure fund for the purpose of purchasing additional and replacement capital
equipment AND fire and rescue vehicles and equipment, will enable the County to meet the requirements of the Code of Virginia
with regards to the collection and disbursement of cash proffers accepted on behalf of the fire and rescue companies.
Construction Schedule: N/A
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Individual Fire & Rescue Company Capital and Capital Equipment Requests.
Greenwood Fire Station – Upgrade / Expand Living Quarters
Description: Living Quarters Upgrade / Expansion project. This will include remodeling the upstairs (2nd floor) portion of the
building, approximately 4,638 sq. ft. of living space. The project will convert the existing open space to add six (6) bunk rooms with
four (4) beads in each room; upgrade the existing kitchen; add bathroom facilities for male and female, with each containing lockers
and shower facilities. The upgrade will add a training room and a fitness area to the 2nd floor. The project will also include a
renovation of the 1st floor to add office/meeting space and personnel recovery area.
Capital Cost: $650,000
Justification: Greenwood will be remodeling the day room, bunk rooms, and work areas to accommodate the additional Staff and
Volunteers that are providing fire and rescue service. The existing space is outdated and will not accommodate the potential
additional staff that will be assigned to our Station.
Construction Schedule: Completion in FY 21-22
Greenwood Fire Station – Ambulance Replacement Program
Description: Ambulance Replacement program (Two Ambulances).
Capital Cost: $695,000
Justification: Greenwood is one of the busiest stations in the county responding to approximately 2,600 (estimated) EMS calls per
year. Replacement is needed due to the wear and tear on the existing fleet of ambulances.
Construction Schedule: Multi-year objective (FY 22-23 and FY 24-25)
Middletown Volunteer Fire and Rescue Company– Building Renovation and Addition
Description: Demolish original building and 1st addition to the station. Build back in that location tied back into the 3rd addition.
This addition would be designed to provide additional sleeping, bathroom, and office areas for future growth in our system.
Currently we are almost at max capacity in the bunk rooms for volunteers and staff. And taller apparatus bay and entry doors.
Capital Cost: TBD
Justification: It is essential for Middletown Volunteer Fire and Rescue Company Inc. to maintain our capabilities in emergency
response and the facilities to house the apparatus, tools and equipment and provide suitable living quarters for our system
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members. Currently we are maxed on room for sleeping and office space. Our one apparatus bay area has small doors and short
ceiling that restricts what can be parked in that section.
Construction Schedule: TBD
Clearbrook Fire Station – New Fire Station
Description: At the present time the Clear Brook Vol. Fire & Rescue has outgrown the existing building with the equipment on
hand, the call volume, the staffing of 24-hour personnel and the traffic at the existing location. We are proposing a new building to
be located within the Clear Brooks first due area. The building needs to be approximately a 100x100 Administration and living with a
100x60 / 4 - Truck Bay all single level. The building will be used for day-to-day operations, administration, eating and sleeping facility
of the current career staffing, volunteers, and future staffing.
The estimated size of the structure is to be approximately 16,000 square feet. This upgrade of the facility will help to provide the
needed space for Fire and EMS services for the community of Clear Brook.
Capital Cost: $4,830,000
Justification: With the current facility and needed for upgrade in living quarters to accommodate the overnight personnel 24 hours
and volunteers, this is of the utmost priority. At the current time we have outgrown our facility and with the equipment that we
have to provide the service to our community for the health and property protection and with the current staffing needs and fund-
raising operations our current facility is in need of upgrading/updating.
Construction Schedule: FY 23-24
Stephens City Fire and Rescue Company– Tower 11 Replacement
Description: Replacement of a 1986 custom chassis ladder tower truck with a new year custom chassis ladder tower truck. The
apparatus will be built to N. F.P. A. 1901 specifications and equipped with the required tools and appliances to meet ISO standards
at the time of build. The apparatus will meet NFP A standards and ISO requirements at the time of design. A steering/ design
committee is currently in place and meeting regarding the design process.
Capital Cost: $1,300,000
Justification:
1. Personnel Safety - Many of the changes in the new standards deal with safety and cannot be retrofitted to existing fire apparatus.
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2. Condition of Major Components - An examination of the major components of an apparatus has been made including the drive
train, transmission, engine, ladder, platform, hydraulic systems, pump, chassis, and body. These components are approaching the
expected service life or have already been replaced.
3. Availability of Replacement Parts - As apparatus get older, replacement parts may become more difficult to obtain, leading to
longer periods of "down time."
Construction Schedule: FY 22-23
Stephens City Fire and Rescue Company– Medic Unit Replacement (type 1) UNIT 11-2
Description: Replacement of a commercial chassis medic unit with a new commercial chassis custom Type 1 Medic Unit. The unit
will be built to the Federal KKK-A-1822E or NFPA 1917 specifications and equipped with all required and necessary equipment to
function as an advanced Life Support transport unit. The apparatus will meet NFPA 1917/KKK-A-1822E standards and ISO
requirements at the time of design, to include the required patient restrain and lift system and environmental controls needed for
medicines required for EMS.
Capital Cost: $240,000
Justification:
1. Personnel Safety - Many of the changes in the new standards deal with safety and cannot be retrofitted to existing EMS
apparatus.
2. Condition of Major Components -An examination of the major components of an apparatus has been made including the drive
train, transmission, engine, chassis, and patient compartment. These components are approaching the expected service life.
3. Changes in National Standards and Federal Mandates - Compliance with present Federal KKK-A-1822E, NFPA 1500, Standard on
Fire Service Occupational Safety and Health Program and NFPA 1917, Standard for Automotive Ambulances.
Construction Schedule: FY 21-22
Stephens City Fire and Rescue Company– Ambulance/Medic Unit Replacement (Type 1) Existing 11-3
Description: Replacement of a commercial chassis medic unit with a new commercial chassis custom Type 1 Medic Unit. The unit
will be built to the Federal KKK-A-1822E or NFPA 1917 specifications and equipped with all of the required and necessary equipment
to function as an advanced Life Support transport unit. The apparatus will meet NFPA 1917/KKK-A-1822E standards and ISO
requirements at the time of design, to include the required patient restrain and lift system and environmental controls needed for
medicines required for EMS.
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Capital Cost: $280,000
Justification: 1. Personnel Safety - Many of the changes in the new standards deal with safety and cannot be retrofitted to existing
EMS apparatus.
2. Condition of Major Components -An examination of the major components of an apparatus has been made including the drive
train, transmission, engine, chassis, and patient compartment. These components are approaching the expected service life.
3. Changes in National Standards and Federal Mandates - Compliance with present Federal KKK-A-1822E, NFPA 1500, Standard on
Fire Service Occupational Safety and Health Program and NFPA 1917, Standard for Automotive Ambulances.
Construction Schedule: Beyond FY 26
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Sheriff’s Office Project Priority List
PRIORITY 1 – 8 Bay Steel Building for Large Vehicles
Description: Construct an 8-bay steel building for housing of large, specialized vehicles that require coverage due to the large
amount of equipment and specialized tools. This project does not require the purchase of land as it will be constructed on the
property of the Frederick County Public Safety Building. The building will allow for the maintenance, storage, security of all the
large, specialized vehicles that are required for the special operations teams. This building size will be 4,256 square feet and will
require 13,500 square feet to build. This will be an 8 bay 4 garage door equipment storage building with a 35x76 front concrete pad.
Capital Cost: $320,000
Justification: This project will facilitate the required housing of vehicles that are used for the special purpose teams. These vehicles
are required to be protected from the weather to ensure quick responses to emergencies. Protecting the vehicles will allow the
longevity of the vehicle by reducing engine wear and exposure to fluctuating weather conditions. Due to these vehicles belonging to
specialty teams, the vehicles house important and expensive equipment. This equipment allows personnel of each specialty team to
conduct the mission at hand. Much of the equipment must be maintained at certain temperatures to function at a moment’s notice.
This project will ensure the equipment is ready at all times. Due to the simplicity of the building style and materials and the readily
availability of the land, this building can be competed in a years’ time.
Construction Schedule: Completion in FY 20-21.
PRIORITY 2 – Replacement Law Enforcement Vehicles
Description: This project is to indicate projected cost of replacement vehicles to the fleet of the Frederick County Sheriff's Office
over the next five years. This will ensure the replacement of end of service life vehicles to the Sheriff's Office fleet as well as cost
effectiveness for repairs to failing vehicles.
Capital Cost: $5,220,000
Justification: This project is needed to meet the basic requirements for Law Enforcement Officers when responding to calls,
patrolling of the county, community safety and safety of the Officers. This will offset the cost of purchasing vehicles that were not
replaced during the 2010-2012 budget years due to budget restraints. This schedule would drop the cost of purchasing 46 vehicles
per year to approximately 25 per year on a rotating basis.
Construction Schedule: Multi-year objective
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PRIORITY 3 – Apex 8500 Mobile Radios
Description: This project is in conjunction with the implemented vehicle replacement timeline. This project will update the mobile
radio system for each replaced vehicle. The Sheriff's Office has been recycling all the old radio systems from previous vehicles for so
long that the current equipment is obsolete. This equipment will be inter-operable with any band radio system that the County
decides to go with after the radio study.
Capital Cost: $1,200,000
Justification: This project is needed for equipping all timeline replaced vehicles with current and up to date radio systems to
communicate with the Emergency Communication Center. This project will also be P-25 and narrow band compliant as outlined by
FCC regulations.
Construction Schedule: Multi-year objective
PRIORITY 4 – Apex 8000 Portable Radios
Description: This project is in conjunction with the implemented mobile radio replacement timeline. This project will update the
portable radio system for each replaced vehicle. The Sheriff's Office has been recycling all the old portable radio systems for so long
that the current equipment is obsolete.
Capital Cost: $1,125,000
Justification: This project is needed for equipping all timeline replaced portables with current and up to date radio systems to
communicate with the Emergency Communication Center. This project will also be P-25 and narrow band compliant as outlined by
FCC regulations. This project is need for all the specialty teams that operate outside of their vehicle while on call outs and rescue
missions.
Construction Schedule: Multi-year objective
PRIORITY 5 – Firearms Simulated Training System
Description: This project will be used to do use of force training for the entire Sheriff's Office and selected members of the public.
The simulated trainer does firearms training, ASP training, pepper spray training, taser training and less lethal training. The trainer is
used to simulate real life situations so that deputies use the appropriate amount of force, hopefully lowering the Sheriff's Office's
civil liability in use of force situations. The simulator can also be used to demonstrate the complexity of use of force situations to the
public.
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Capital Cost: $100,000
Justification: Provide real life training to all deputies and reduce the civil liability the Sheriff's Office could face in excessive use of
force cases.
Construction Schedule: FY 21-22
Public Safety and Communications
PRIORITY 1 – Project 25 Public Safety Radio Network
Description: Purchase, construction, and deployment of Association of Public-Safety Communications Officials (APCO)
International Project 25 (P25) radio communications system to support mission-critical public safety communications within the
county. This system will provide radio and paging communications for the Frederick County Sheriff’s Department, Frederick County
Fire & Rescue, volunteer fire & rescue companies, and the Department of Public Safety Communications.
Capital Cost: $20,981,973
Justification: This Association of Public-Safety Communications Officials (APCO) International Project 25 (P25) radio
communications system is needed to support mission-critical public safety communications within the County.
Construction Schedule: FY 23
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Transportation Committee Project Priority List
Funded Priorities
PRIORITY 1 - Route 277 Widening and Safety Improvements (Ph 1)
Description: Construct a 4-lane divided roadway beginning at I-81 and continuing to Double Church Road. Project would include
realignment of Aylor Road to align with Stickley Drive.
Capital Cost: $37,012,924
Justification: This is a regional transportation improvement that will address congestion in the Southern Frederick area and address
development to the surrounding areas.
Construction Schedule: TBD
PRIORITY 2 – Exit 313 Bridge Replacement and Capacity Improvements
Description: Replace the structurally deficient bridge at Exit 313 and add limited capacity improvements.
Capital Cost: $35,123,000
Justification: The bridge on Route 17/50/522 (Millwood Pike) Bridge over Interstate 81 at Exit 313 is reaching the end of its service
life and needs to be replaced. The new bridge will feature design elements that will accommodate future improvements to the
Route 17/50/522 corridor and future improvements to I-81. The interchange configuration will not change with this project.
Construction Schedule: TBD
PRIORITY 3 - Renaissance Drive, Phase 2
Description: Construct a connector road and Railroad Crossing between Route 11 and Shady Elm Drive.
Capital Cost: $4,223,000
Justification: This is a transportation improvement that will address congestion at key points along Route 11 and Apple Valley
Drive. This project is identified in Secondary Road Improvements Plan.
Construction Schedule: TBD
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PRIORITY 4 - Route 277 right turn lane extension at Warrior Drive
Description: Extend right-turn lane for eastbound 277 at the intersection of Rt. 277 and Warrior Drive. Installation of sidewalk for
pedestrian safety and installation of pedestrian pedestal.
Capital Cost: $490,943
Justification: This improvement would be a significant safety upgrade to this intersection.
Construction Schedule: TBD
Unfunded Priorities
PRIORITY 5 - Planning, Engineering, Right-of-Way and Construction Work for Route 37
Description: This project would be to continue work on the Eastern Route 37 extension. More specifically, to update the
Environmental Impact Statement to the point of a new Record of Decision and to update the 1992 design plans to address the
current alignment, engineering guidelines, and possible interchange improvements. In addition, this allows for advanced
engineering, right-of-way purchase and construction.
Capital Cost: $772,500,000
Justification: This project moves the County closer to completion of a transportation improvement that would benefit the entire
County and surrounding localities.
Construction Schedule: TBD
PRIORITY 6 - Route 277 Widening and Safety Improvements (Ph 2)
Description: Construct a 4-lane divided roadway beginning at I-81 and continuing to Sherando Park. Project would include
realignment of Aylor Road to align with Stickley Drive.
Capital Cost: $26,191,407
Justification: This is a regional transportation improvement that will address congestion in the Southern Frederick area and address
development to the surrounding areas.
Construction Schedule: TBD
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PRIORITY 7- Redbud Road Realignment and Exit 317 Interchange Improvements
Description: Realign Redbud Road from its current location through development land in the vicinity of Route 11 north and Snowden
Bridge Boulevard and interchange upgrades to improve traffic flow and safety.
Capital Cost: $11,576,306
Justification: This is a transportation improvement that will have significant impact on Eastern Frederick County. This project is
identified in the adopted Eastern Road Plan.
Construction Schedule: TBD
PRIORITY 8 - Route 11 North Widening to 6 Lanes from Snowden Bridge Boulevard to Old Charlestown Road
Description: Route 11 North of Snowden Bridge Boulevard is currently primarily a two-lane roadway. This project would widen that
facility to a 6-lane divided roadway with turn lanes where appropriate.
Capital Cost: $29,196,504
Justification: This is a transportation improvement that will provide a significant capacity upgrade to address congestion on the
Route 11 Corridor. This project is identified in the adopted Eastern Road Plan.
Construction Schedule: TBD
PRIORITY 9 - Brucetown Road/Hopewell Road Alignment and Intersection Improvements
Description: Realign Brucetown Road to meet Hopewell Road at Route 11. Improvements to this intersection will address
comprehensive planned development’s traffic generation in the area.
Capital Cost: $8,240,000
Justification: This is a transportation improvement that will have significant impact on the Route 11 corridor. The location is
identified by joint planning efforts between the County and VDOT.
Construction Schedule: TBD
PRIORITY 10 – Route 7 Corridor Improvements from Exit 315 to Greenwood Road
Description: Spot improvements throughout the corridor to be determined through ongoing study in coordination with VDOT.
Capital Cost: $5,150,000
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Justification: The County is engaged in a STARS study with VDOT through the MPO. This study will be used to identify key spot
improvements to be addressed under this item.
Construction Schedule: TBD
PRIORITY 11 – Route 11 S Widening & Intersection Improvements from Winchester City Limits to Opequon Church Lane
Description: Route 11 S, NB side widening and improvements to the intersection of Shawnee Drive at Route 11 and Opequon Church
Lane at Route 11
Capital Cost: $3,399,000
Justification: Transportation study conducted in conjunction with the MPO and VDOT determined that these improvements would
significantly improve congestion and safety in the area. In addition, this improvement would promote the Comprehensive Plan
vision for this area.
Construction Schedule: TBD
PRIORITY 12- Widening of Route 11 North to the West Virginia State Line
Description: Improve Route 11 to a divided 4 and 6-lane facility as detailed in the Eastern Road Plan.
Capital Cost: $197,760,000
Justification: This is a regional transportation improvement that will address congestion over a large area of the County and
address development to the surrounding area. This project improves the safety for the traveling public by reducing congestion and
improving the flow of traffic.
Construction Schedule: TBD
PRIORITY 13 - Senseny Road Widening
Description: Widen Senseny Road to a 4-lane divided roadway. This project is not dependent upon, but is being coordinated with
the implementation of Route 37, Channing Drive, and development in the area.
Capital Cost: $69,010,000
Justification: This is a transportation improvement that will have significant impact on Eastern Frederick County. This project is
identified in the adopted Eastern Road Plan.
Construction Schedule: TBD
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PRIORITY 14 - Senseny Road Turn lanes at the intersection of Senseny Road and Crestleigh Drive
Description: Improvements to the intersection of Senseny Road (657) and Crestleigh Drive to include turn lanes and potential
signalization. This project would add left and right turn lanes to Senseny Road at the intersection of Crestleigh and potentially a full
signalization of the intersection.
Capital Cost: $2,625,036
Justification: This improvement would be a significant safety upgrade to this intersection.
Construction Schedule: TBD
PRIORITY 15- Interstate 81, Exit 307 Relocation
Description: Construct a relocated Exit 307 interchange.
Capital Cost: $241,283,133
Justification: This is a regional transportation improvement that will address congestion in many areas of the County and address
coming development to the surrounding areas.
Construction Schedule: TBD
PRIORITY 16- Warrior Drive Extension
Description: Construct a 4-lane divided roadway beginning at Route 277 where Warrior Drive intersects from the north and
continuing that roadway south and west to intersect with I-81 at the location of the relocated Exit 307 interchange.
Capital Cost: $48,410,000
Justification: This is a regional transportation improvement that will address congestion in the Southern Frederick area and address
development to the surrounding areas.
Construction Schedule: TBD
PRIORITY 17 - Channing Drive Extension
Description: Construct a 4-lane divided roadway beginning at Senseny Road where Channing Drive intersects from the north and
continuing that roadway south to intersect with Route 50 East at Independence Drive.
Capital Cost: $46,350,000
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Justification: This project has been identified in the Eastern Road Plan and will address congestion in Eastern Frederick County and
address development to the surrounding areas.
Construction Schedule: TBD
PRIORITY 18 - Inverlee Way
Description: Construct a 4-lane divided roadway beginning at Senseny Road and going south to Route 50 East. This project is being
planned in conjunction with improvements to Senseny Road and surrounding development.
Capital Cost: $28,119,000
Justification: This is a regional transportation improvement that will address congestion and provide an additional needed link
between Senseny Road and Route 50 East.
Construction Schedule: TBD
PRIORITY 19 - Warrior Drive Extension from Route 37 Crosspointe south to existing terminus
Description: 4-lane roadway from the Route 37 extension in the Crosspointe Development south to the existing terminus of Warrior
Drive.
Capital Cost: $34,505,000
Justification: This improvement would be concurrent with a Route 37 extension and would provide significant congestion relief at
Exit 307 as well as Tasker Road at Exit 310
Construction Schedule: TBD
PRIORITY 20 - Frederick County Eastern Road Plan
Description: This project is intended to address all of the planned transportation improvements in the County Comprehensive Plan,
Eastern Road Plan that are not noted individually above.
Capital Cost: TBD
Justification: This project prepares the County for future development by addressing the projects needed to support that
development in a manner consistent with the Comprehensive Plan.
Construction Schedule: N/A
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Winchester Regional Airport Project Priority List
PRIORITY 1 - New Airport Terminal
Description: The Airport proposes design, bid, and construction of a new terminal building. The new facility will be constructed
south of the existing building.
Capital Cost: $6,389,000
Justification: The project will construct a new terminal building to accommodate a relocated taxiway and aircraft parking apron and
address numerous building systems in need of rehabilitation/replacement.
Construction Schedule: Completion in FY 24-25
PRIORITY 2 – Taxiway “A” Relocation
Description: The relocation of Taxiway A is part of the overall goal to meet Federal Aviation Administration (FAA) airport standards
to maintain CAT I Instrument Landing System (ILS) weather minimums and meet airport design criteria for Group III aircraft.
Capital Cost: $17,168,888
Justification: This project improves the safety of airport operations and enhances our ability to accommodate large business
aircraft. Due to the complexity of relocating the entire 5,500’ taxiway, the project will be completed in phases.
Construction Schedule: Beyond FY 26
PRIORITY 3 – Land Parcel 64-A-60 (Cooper)
Description: The airport seeks to acquire parcel 64B A 60: Cooper off Bufflick Road to meet Federal Aviation Administration (FAA)
design standards for the taxiway object free area (TOFA) for Taxiway "A". Services include appraisals, review appraisals,
negotiations, and fee simple purchase of the parcel.
Capital Cost: $200,000
Justification: The parcel encompasses areas that must be protected in accordance with 14 Code of Federal Regulations Part 77 and
the Code of Virginia. This property must be controlled by the airport to ensure there are no operational impacts from obstructions
or incompatible land use in this area.
Construction Schedule: Completion in FY 24-25
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PRIORITY 4 – Runway Protection Zone (RPZ) Land Services
Description: Surveys, appraisals, review appraisals, and acquisition of 4 avigation easements identified on the airport property
map; PE2, PE3, PE4, and PE5.
Capital Cost: $150,000
Justification: The parcels underlie the approach path to Runway 14. Certain land uses have the potential to cause negative impacts
to airport operations. Avigation easements will help protect the airport from consequences that may result from obstructions or
incompatible land uses in these areas.
Construction Schedule: Completion in FY 25-26
PRIORITY 5 – Acquire Easements
Description: The airport seeks to acquire easements scoped for purchase in the "RPZ Land Services" project; identified as PE2, PE3,
PE4, and PE5 on the airport property map.
Capital Cost: $100,000
Justification: The parcels underlie the approach path to Runway 14. Certain land uses have the potential to cause negative impacts
to airport operations. Avigation easements protect the airport from consequences that may result from obstructions or
incompatible land uses in these areas.
Construction Schedule: Completion in FY 25-26
PRIORITY 6 – North Side Site Prep
Description: Site preparation (e.g., grading, utilities) for future aeronautical development and commercial entrance onto airport
property off Coverstone Drive extended.
Capital Cost: $500,000
Justification: The area on the north side of the airport has been through the NEPA environmental approval process. It is the most
attractive area on the airport for build-to-suit facilities. The project will make it more attractive to private investment and is in
keeping with the airport's business and marketing plans.
Construction Schedule: Completion in FY 24-25
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PRIORITY 7 – North Side Access Road
Description: This project proposes to construct a two-lane service road around the end of Runway 14. The road will be an
appropriate length so that vehicles remain clear of navigation aid critical areas.
Capital Cost: $700,000
Justification: The approved airport layout plan shows new development on the north side of the runway. With operations on both
sides of the runway, ground vehicles will require access to both sides for fuel delivery, inspections, maintenance, and transportation
of personnel. The Federal Aviation Administration (FAA) encourages the construction of service roads around aircraft activity areas
to prevent unauthorized access to runways and taxiways.
Construction Schedule: Completion in FY 25-26
PRIORITY 8 –Fuel Storage Facility
Description: The current facility is in need of renovation to continue to meet DEQ and/or EPA requirements.
Capital Cost: $600,000
Justification: The fuel storage facility has not undergone major maintenance since it was installed. This project is to renovate the
facility to ensure it continues to meet DEQ and EPA requirements.
Construction Schedule: Beyond FY 26
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