HomeMy WebLinkAbout13-18 Site PlanPlan Revisions
Rev. No Rev. Date Comment
1 4/23/2018 Planning Comments
2 511112018 Fire Marshal and Inspection Comments
CALL "MISS UTILITY"
VIRGINIA UTILITY PROTECTION SERVICE (VUPS) AT 811 OR i-800-552-7001, 48 HOURS
PRIOR TO THE START OF WORK. EXCAVATORS MUST NOTIFY ALL PUBLIC UTILITY
OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF
PROPOSED EXCAVATING OR BLASTING AND HAVE THOSE FACILITIES LOCATED BY THE
UTILITY COMPANIES PRIOR TO COMMENCING EXCAVATION. THE EXCAVATOR IS
RESPONSIBLE FOR COMPLIANCE WITH ALL COUNTY REQUIREMENTS, VIRGINIA CODE
AND REGULATIONS.
UTILITY NOTICE REQUIRED
Contractors shall notify all public utility operators who maintain underground utility lines in the
area of proposed excavating or blasting at least two (2) working days, but not more than ten
(10) working days, prior to commencement of excavation or demolition. Names and telephone
numbers of the operators of underground utility lines appear below. These numbers shall also
be used to serve in an emergency condition.
Water/Sewer:
Frederick Water
01
P.O. Box 1877
2
Winchester, VA. 22604
02
(540)868-1061
Power:
Shenandoah Valley Electric Coop
3463 Valley Pike
4
Winchester, VA 22602
(540)450-2051
Telecom:
Verizon
02
P.O. Box 17398
Baltimore, MD 21297
(301)954-6282
Gas:
Washington Gas Co.
P.O. Box 2400
Winchester, VA 22604
(540)869-1111
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MINOR SITE DEVELOPMENT PLAN
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VA
SP #13-18
OWNER
WINCHESTER REAL ESTATE, LLC
PO BOX 1173
NEWINGTON, VA 22122
(703) 966 - 4368
VICINITY MAP
SCALE: 1"=1000'
DEVELOPER
MILLER'S SUPPLIES AT WORK
8600 CINDER BED ROAD
LORTON, VA 22079
(703) 291 - 0451
APPROVAL
Sheet List Table
Sheet Number Sheet Title Revsion No Revison Date
1
Cover Sheet
01
04-23-2018
2
General Notes and Legend
02
05-11-2018
3
E&S Narrative 8 Details
4
Minor Site Plan
5
Life Safety Plan
02
05-11-2018
ZONING ADMINISTRATOR
SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL
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Lic. No. 32809
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DATE: 04/1712018
SCALE: NIA
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DATE I FILE NO. 2530MG
SHEET 1 OF 5
18-04
GENERAL NOTES
VDOT GENERAL NOTES
PROJECT NOTES
LEGEND
1.
Greenway Engineering, Inc. (GE) issued this plan set based on project criteria dictated by the client and municipal codes.
This plan set is not considered complete or appropriate for construction until ALL necessary agencies have given approval
V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of
1.
Previously approved site plan #57-99
EXISTING INTERMEDIATE CONTOUR
o n
AND this plan set is signed and sealed by a licensed professional. Any work, planning, scheduling, material purchases
Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control
EXISTING INDEX CONTOUR
E
and/or construction prior to approvals and licensed/professional sealing will be performed at the risk of the personnel
Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the
2.
Per the approved 01/08/2000 Michael G. Prelip, Inc. Proposed Contractor's Office Complex Commonwealth
PROPOSED CONTOUR 400
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authorizing work. GE shall be held harmless from and costs, time delay and/or material changes incurred on work started
Standards or Specifications and Regulations, the most stringent shall govern.
Business Center, Lot 5 Plan on December 15, 1999 the tannin commission approved a waiver for the driveway
planning PP Y
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2.
before this plan set receives approvals and seals.
Methods and materials used in the construction of the improvements herein shall conform to current County Construction
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration
alignment requirement section 165-29.A.(12) of the zoning ordinance so that the proposed one-way driveway
EXISTING EDGE OF PAVEMENT --------
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Standards and Specifications and/or current VDOT Standards and Specifications.
and Virginia Occupational Safe & Health VOSH Rules and Regulations.
(OSHA), g P Safety ( )
circulation pattern may be used.
PROPOSED EDGE OF PAVEMENT
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3.
The Engineer shall not have control over or charge of and shall not be responsible for construction means, methods,
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V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with
3.
Parking calculations provided are per the approved 01/06/2000 Michael G. Prelip, Inc. Proposed Contractor's
EXISTING CURB AND GUTTER --------e-
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techniques, sequences or procedures nor for safety precautions and programs in connection with work shown on these
the current edition of VDOT's Work Area Protection Manual. A transportation management plan needs to be submitted
Office Complex Commonwealth Business Center, Lot 5 Plan.
PROPOSED CURB AND GUTTER
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plans. The Engineer is not responsible for the contractor's schedules or failure to carry out the work. The Engineer is not
for approval and land use permit issued prior to any execution of work within the VDOT right of way.
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responsible for acts of omissions of the contractor, subcontractor, or their agents or employees, or any other person
4.
Recorded Proffer Statement per Instrument #160009890.
TRANSITION TO REVERSE CURB
performing portions of the Work.
V4 The developer shall be res g, p y g 9
P responsible for relocating, at his expense, an and all utilities, including traffic signal les,
EXISTING TELEPHONE LINE --r----r----r----r---
-
4.
The Contractor, Owner or Developer shall be responsible for securing any third party ins ection/testin service to insure
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junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the
developer t0 locate and identify utility facilities or items that may be in conflict with the proposed construction activity.
PROPOSED TELEPHONE LINE r T
construction compliance with these plans and specifications. It is Greenway Engineering's recommendation that a third
inspection/testing
VOOT approval of these plans does not indemnify the developer from this responsibility.
EXISTING STORM SEWER WITH INLET
party service be employed to ensure that project is completed and materials installed meet the details
FREDERICK COUNTY BUILDING INSPECTIONS NOTES
and specifications in these plans.
V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as
1.
Change of use for the facility shall comply with Virginia Existing Building Code. Other codes that apply
PROPOSED STORM SEWER WITH INLET
5.
The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors
deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility
are ICC/ ANSI Al 17.1-2009 Accessible and Usable Buildings and Facilities, 2012 Virginia Existing
EXISTING SANITARY SEWER WITH MANHOLE
responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The
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of the developer.
Building Code, and Virginia Energy Code, 2012.
--s----s
contractor shall be responsible for the digging of all test holes that may be required, whether recommended or not by
V6. If required by the local VDOT Land Development Office, a pre -construction conference shall be arranged and held by the
PROPOSED SANITARY SEWER WITH MANHOLE 5
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these plans, to determine the exact location and elevation of existing utilities. If any conflicts arising from this existing utility
verification or if duringthe course of construction, an object of an unusual nature is encountered, the contractor shall
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engineer and/or developer with the attendance of the contractor (s), various County agencies, utility companies and
VDOT prior to initiation of work.
2.
Building shall maintain height and area as allowed under T503 for allowable Use. Mixed Uses shall
comply with Section 508. New occupancy shall comply with Virginia Mechanical Code.EXISTING
PROPOSED SAN. LAT. CLEANOUT S s
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in that immediately Greenway Engineering
-
ELECTRIC SERVICE -E----E----E----e--
cease work area and notify at (540)862-4185 and/or the proper authority.
Greenwa Engineering or an engineer associated with these plans shall not be responsible or liable for an construction
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V7. The contractor shall notify the local VDOT Land Development Office when work is to begin or cease for an
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3.
Van Accessible parking and unloading required. Van signage shall comply with USBC
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PROPOSED ELECTRIC SERVICE E E
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cost that may be associated with the installation or reinstallation any utility or other improvements if not notified of any
discrepancies between actual field conditions and the approved plan.
undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or
requested inspection.
1106.8. Accessible route provides to main entrance. Maximum slope for accessible route is 1:20 (5%)
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EXISTING GAS LINE--c----c----c----c--
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6.
The approval of these plans in noway relieve the developer, the contractor, or their agents of any legal responsibility
may be by the Virginia by County
V8. The contractor shall notify the Traffic Operations Center at (540) 00 for any traffic control plan that impacts a
4.
Main entrances into spaces larger than 3,000 sq ft require a vestibule.
PROPOSED GAS LINE C G
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which required code of or any other ordinance enacted the nor does it guarantee the
VDOT maintained Interstate or Primary roadway to provide notification of the installation and removal of the work zone.
cation
EXISTING WATERLINE W/ TEE--•----r----�}�}-s,---
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issuance of any required permit by the County, VDOT or any other Agency.
5.
20% ANSI Rule applies
PROPOSED WATERLINE W/ TEE•_Q-TF•
7.
An approved set of plans and all applicable permits must be available at the construction site at all times during
V9. The contractor shall be responsible for maintaining a VDOT permitted temporary construction entrances) in accordance
construction. A representative of the developer must be available at all times.
with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties
6.
Additional stairway need for emergency exiting from second floor.
EXISTING FIRE HVORANTrvALVE/METER �F+
8.
Prior to the initiation of any land disturbing activities the Developer, the Contractor or the Responsible Land Disturber shall
affected by this project shall be maintained through construction.
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PROPOSED FIRE HYDRANT/VALVEIMETER Dm
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obtain a Land Disturbance Permit from the County Engineer's office. The Contractor, Developer or his agent shall be
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of
7.
Structural plans shall be provided for loading dock area. Plans may need to be designed by a registered
PROPOSED REDUCER •
responsible for obtaining a Virginia Stormwater Management Program (VSMP) Permit and shall be responsible for the
construction.
design professional if allowable fill depth is exceeded.
registration of the construction site as required by law. They shall also be responsible for obtaining and maintaining on site
PROPERTY LINE
a Stormwater Pollution Prevention Plan (SWPPP). The approval of these plans in no way relieves the developer or his
V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches
EXISTING EASEMENT
agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook.
cover and when possible shall be installed under roadway drainage facilities at conflict points.
9.
The Developer or his agent shall be responsible for obtaining an
pe g po g y required permits from the Virginia Department of
V12. An unusual subsurface conditions e. unsuitable soils, springs, sinkholes, voids, caves, etc. encountered during the
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PROPOSED EASEMENT ------
Environmental Quality (DEQ) or the United States Army Corp of Engineers for any plan wetland disturbance as shown on
course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that
PROPOSED CENTERLINE -
these plans. They shall also be responsible the identification and delineation of any wetlands that may be present on the
vicinity until an adequate design can be determined by the engineer and approved by VDOT.
construction site.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to
EXISTING CENTERLINE - -
10.
The contractor shall provide adequate means of cleaning mud from trucks andlor other equipment prior to entering public
placement of fill. A VDOT representative shall be present to insure the soil sample(s) obtained for CBR's is
EXISTING TREE LINE -
streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to
representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be
FLOW LINE - • •• ••• ...-
insure that public streets are maintained in a clean, mud and dust free condition at all times.
clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in
11.
A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and
accordance with all applicable VOOT standards and procedures.
FENCELIKE -x x -x -x x -
Frederick County prior to any construction activities within existing State right-of-way.
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in accordance
EXISTING UTILITY POLE/GUIDE WIRE i
12.
The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his
with the lift thicknesses, density and moisture requirements as specified in the current VDOT Road and Bridge
EXISTING TELEPHONE PEDESTAL ❑
censtruction project within or contiguous tthe existing right-.
Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise.
-
SIGNS
13.
Warning signs, markers, barricades or flagman accord
men should be in accordance with the State and Federal Manual on Uniform
14.
Traffic Control Devices (MUTCD).
The exact location of all guard rails and paved ditches will be determined by VDOT personnel. "A joint inspection will be
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by
VDOT.
PARKING INDICATOR
INDICATES THE NUMBER OF TYP. PARKING SPACES
held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
V16. A post installation visual/video camera inspection shall be conducted by the Contractor an all pipes identified on the
inspection
(VDOT) to determine if and where guard rail and/or paved ditches will be needed. The developer will be responsible for
HANDICAP PARKING
providing guardrail and paved ditches as determined by this joint inspection" Refer to Virginia Department of
laps as storm sewer pipe and a select number culverts. For pipe culverts, a minimum of one a installation for
p P P P P p pipe
each size of each material type will be inspected or ten percent of the total amount for each size and material type
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Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
summarized. All pipe installations on the plans not identified as storm sewer pipe shall be considered as culvert pipe for
VEHICLES PER DAV COUNT 100
15.
All unsuitable material shall be removed from the construction limits of the site plan before placing embankment.
inspection purposes. Additional testing may be required as directed by the Area Land Use Engineer or their
16.
All pavement sections shown on these approved plans are based on a minimum CBR value of 6 and are for preliminary
representative.
PROPOSED BUILDING ENTRANCE
design only. Final pavement design shall be based upon actual field tested CBR values. The Contractor or Developer shall
be responsible for field tests per VDOT standards to obtain actual CBR values for final design. Final pavement designs will
V17. The installation of an entrances and mailboxes within an dedicated street right-of-way shall meet VDOT minimum
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design
17.
be approved by VDOT and/or the Owner/Developer, which ever applicable, prior to installation.
All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The shall be minimum 6"
standards and is the responsibility of the developer.
SANITARY MANHOLE IDENTIFIER 12
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pipe
V18. Prior to VDOT acceptance of any streets, all required street signage and/pavement markings shall be installed by the
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diameter and conform to VDOT standard SB -1.
developer in accordance with the Manual On Uniform Traffic Control Devices.
STORM
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16.
When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided
DRAIN STRUCTURE IDENTIFIER
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to the Count Public Works Department prior to issuance of radio and/or site development
Y P P grading P permits.
V19. The developer
per shall provide the VDOT Land Development Office with a list of all material sources prior to the start of
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19.
Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines.
construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the
EXISTING SPOT ELEVATION
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Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to
local VDOT Land Development Office prior to acceptance of the work. Unit and total prices may be obscured.
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existing lines.
Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will
PROPOSED SPOT ELEVATION 355
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20.
The Developer and/or Contractor shall be responsible to supply all utility companies with copies of the approved plans and
advise them that all ratlin shall conform to the roved tans, further that the be
be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge
FREDERICK WATER CONSTRUCTION NOTES
LIGHT POLE
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and utili companies shall responsible
grading approved P utility Pa P
S ecifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports
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for horning these plans and the finished grades in the installation of their utility lines.
shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT
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21.
All utilities to be located underground.
representative shall be notified and given the opportunity to be present during the construction and testing of the density
1.
tY pec' cations are available at
The Authority's Water and Sewer Standards and Specifications
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22.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at
control strip.
www.frederickwater.com.
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23.
least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition.
The developer will be responsible for the relocation of any utilities which is required as a result of his project. The
V21. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge
2.
The contractor shall adhere to the Authority's standards and specifications in effect at the time of construction.
PROJECT INFORMATION
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relocation should done prior to construction.
Specifications. Density shall be determined using the density control strip as specified in Section and VTM-76. A
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All parking lot/street light and d utility design shall be performed and provided separately b others. All d utility and or
Pa 9 9 dry ty 9 Pe P Y y dry ty
certified compaction technician shall perform these tests. Certified espies n test reports shall be submitted to VDOT
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daily, unless s VDOT representative shall be notified and given the opportunity to be present during
y peane otherwise.
3.
The contractor shall coordinate with and arrange for inspection by the Authority.
Parcel Identification No. 75-A-91 E
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lighting information shown hereon is as specified by others and is included for informational purposes only, as directed by
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the construction and testing of the control strip.
Street Address: 161 Commonwealth Court
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the Owner, Developer andlor public agency requirements. Greenway Engineering has not performed the lighting and/or
4.
The contractor shall connect a new sewer line to an existing manhole by core drilling the manhole.
Project Site Area: 1.218 Acres
dry utility design and does not warrant and is not responsible for the degree and/or adequacy of illumination on this project
V22. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored
Disturbed Area: 0.021 Acres
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or the adequacy of the dry utility to service the site.
below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report
5.
A new water (or forced sewer) main shall be connected to an existing main by a wet tap. The Authority shall furnish
Current Zoning: 82
m
25.
All sanitary sewers, water mains and appurtenances shall be constructed in accordance with the current standards and
findings of foundation exploration to the engineer and VOOT for approval prior to placing pipe. Foundation designs shall
comply with VDOT Road and Bridge Standard PB -1. Where soft, or otherwise unsuitable foundation is
all needed material and make the tap. An Application for Wet Tap shall be submitted and the initial fee paid before
Current Use: Office / Warehouse Complex
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specifications of Frederick Water.
yielding,
encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and
tap is made.
Proposed Use: Office / Warehouse Complex
26.
All stormwater piping and structures shown on these plans are only accurate to the inlet or manhole locations as shown
approved by VDOT.
6.
Exact locations
Required Setbacks:
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hereon. Detail design of stormwater structures were not provided to Greenway Engineering. Actual pipe alignments will be
of water and sewer services on new lines are to be coordinated with the Authority's inspector.
based upon developed structural shop drawings as provided by the manufacturer. Contractor shall make adjustments to
V23. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with
Front: 35'
pipe alignments base on provided shop drawings. Greenway Engineering will not be held responsible or liable for any
VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete.
7.
The Authority's maintenance division shall furnish and install all water meters through 2 inch in size. It is the
Rear:
discrepancies or changes caused by the structural design. Contractor may submit shop drawings to Greenway
V24. Approval of these plans shall expire five (5) years from the date of the approval letter.
a.
contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed:
The meter box, with its frame and cover, must be properly aligned with the coppersetter.
Side:
Provided Setbacks:
Engineering for review and approval expense. Shop drawings will reviewed for compliance design
plans. The Owner a responsiblcontractorse
Developer will be responsible for any redesign as a result structural
structural shop drawing design.
design.
V25. VDOT Standard CG -12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT.
b.
The frame and cover shall be set to final grade.
Front: 86.1'
27.
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Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor
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C.
The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches.
Side: 30.9'
AASHTO-T99, ASTM -D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and
V26. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed
d.
All components of the meter box assembly shall be in proper working order.
Rear: 90.6'
results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it
foundation elevation to determine the type and condition of the foundation. The contractor shall submit copies of
should supersede the requirements in this note.
borehole logs and report findings of foundation exploration to the engineer and VDOT for approval prior to constructing
8.
For services that connect to existing lines:
Maximum Building Height: 35'
28.
Refer to Geotechnical Engineer for methods, materials and details for construction of all earthwork activities.
box. Foundation designs shall comply with VOOT Road and Bridge Standard PB -1. Contrary to the Standard, where
rock is encountered and cast -in-place box is proposed, the thickness of bedding shall be six (6) inches. Where soft,
a.
The Authority shall furnish and install:
''A"
Existing Building Height: 21.5'
29.
Any retaining wall 2 ft. or greater in height shall require the issuance of a separate building permit.
yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation
1.
2.
all 5/8"x3/4", 1", 1 and 2" water services
all sewer services.
Parking Setback:
30.
Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter
stabilization shall be determined by the engineer and approved by VDOT.
b.
The owner/developer shall:
Front: 10' (From any street or road ROW)
31.
receptacle shall be provided at the construction site.
These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected in accordance
1.
coordinate (or have the contractor coordinate) the location of the service lateral with the Authority's engineering
Rear: 5' All other roe Ilnes
( property rty )
with state law. In the event gravesites are discovered during construction, the owner and engineer must be notified
2.
assistant
Side: 5' (All other property lines)
immediately.
3.
submit an Application for Service and pay the required fees.
32.
Individual sign permits will be required from the Zoning Office for all free standing and/or facade signs prior to erecting the
Sign Setback: No sign proposed with this plan
sign and may require a separate building permit.
9.
All water service lines must have a backflow prevention assembly double check valve or RPZ, as required). The
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assembly must meet ASSE standard number 1015 or 1013.
Outdoor Lighting: No outdoor lighting proposed with this plan
Rev. No. Da
Date
10.
All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required). The
Far Calculation: Total lot area = 1.218 ACRES= 53,056.08 SIF
o2 os-tate
-2018
assembly shall meet ASSE standard number 1048 or 1047. Any exterior, privately owned fire line shall also have a
Total floor area = 15,692.62 SF
fire service meter. The assembly shall be installed immediately before the backflow prevention unit. Radio read
Building area/Lot area = 0.30 < 1.0
remotes are required.
Op
Parking Required: 1 per 250 SF office floor area
11.
The Authority shall review the mechanical plan(s) for design and material approval of a building's:
= 4,297 SF / 250 = 17.19 spaces*
a.
domestic water meter and its backflow prevention device, and/or its
'Parking
b.
fire service line's backflow prevention device.
calculations provided are per the approved
RA Y L KEPLER
12.
DEQ
01/06/2000 MICHAEL G. PRELIP, INC. PROPOSED
CONTRACTOR'S OFFICE COMPLEX COMMONWEALTH
`d LIC. NO. 32809
must also approve sewer pump stations. Frederick Water requires a copy of DEQ's Certificate to Operate and
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a copy of the stations DEQ approved O&M Manual. These documents must be received before substantial
BUSINESS CENTER, LOT 5 PLAN.
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completion is issued and water meters released.
xSrONAL
OCT 2011
Parking Provided: 18 spaces
ADA Parking Required: 1 spaces (1 van if 1-25 spaces)
ADA Parking Provided: 2 spaces
FIRE MARSHAL'S NOTE
TRIP GENERATION DATA
FREDERICK WATER PROJECT INFORMATIONDATE:
04/17/2018
Open Space Calculations: Required 16%
1.218 AC. x 0.15 = 0.18 AC. OR 7,958 SF
SCALE: - N/A
CLASS
USE
DWELLING UNITS
•TRIP RATE
VPD
Fire lane markings and signage:
WATER AND SANITARY SEWER USAGE Calculation of demand/diwharge
Existing/ Proposed 22%
0.27 Acres OR 11,843.7 SF
to
Any "No Parking" signs and yellow painted curb locations will be installed
WATER DEMAND
by field inspection at the direction of the Fire Marshal's Office.
WATER DEMAND 00-`00 GPD 'Residential: 235 gpd per connection `Commercial:
P is no additional Landscaping: There(proposed)in and no
landscaping g
DESIGNED BY: TTC
SANITARY
75 gpd per 1,000 sf
SEWER DISCHARGE 0,000 GPD `Industrial: 25 gpd @ 10 persons per acre
landscaping will be modified as part of this plan.
FILE NO. 2530MG
SEWER DISCHARGE
SHEET 2 OF 5
Sewer discharge equals water demand
' TAKEN FROM ITE TRIP GENERATION 9TH EDITION
18-04
EROSION AND SEDIMENT
CONTROL NARRATIVE
Description: The project will consist of the the expansion of the existing loading dock on the north side of the
existing building and construction of a staircase on the south eastern side of the existing building. The property
is zoned B2 and is located at 161 Commonwealth Court, Winchester, Frederick County, Virginia. The total
project area is 1.218 of which 0.021 will be disturbed for construction.
Date of construction: Construction will begin following plan approval and will take approximately three (3)
months to complete.
Existing site conditions: The site is currently an unoccupied office complex with parking in the front and a
loading dock in the back.
Adiacent areas: The site is bounded by HP Hood (zoned M2) to the north and bounded by Commonwealth
drive to the south. West is bounded by a vacant lot (zoned B3) while a commercial property (zoned B3) bounds
the property to the east.
Offsite areas: No offsite areas will be impacted by this project.
Soils: The existing soil conditions were obtained from the NRCS Soils Survey. Refer to the soils map this sheet.
Critical areas: No critical areas are identified with this project.
Erosion And Sediment Control Measures: Unless otherwise indicated, all vegetative and structural erosion and
sediment control measures shall be constructed and maintained according to the minimum standards and
specifications of the Virginia Erosion and Sediment Control Handbook.
Structural Measures:
Phase I & 11:
Install Filltrexx compost filter sock as shown on the plans to intercept and detain small amounts of sediment
from disturbed areas during construction in order to prevent sediment from leaving the site.
Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1 or greater)
and as needed to stabilize disturbed areas.
Vegetative Measures:
Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after final
grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven (7) days
to denuded areas that may not be at final grade but will remain dormant for longer than fourteen If 4) days.
Permanent soil stabilization shall be applied to all areas that are to be left dormant for more than one year.
Topsoil that has been stockpiled shall be surrounded with silt fence and protected by mulch and/or temporary
vegetation immediately after grading.
All earth berms, diversions and sediment trap embankments are to be machine -compacted, seeded and
mulched (hay mulch or straw) for temporary and/or permanent vegetative cover immediately after construction
Erosion control mats shall be installed over steep (3:1) cut and fills slope which have been brought to final
grade and seeded to protect from rill and gully erosion.
VARIANCE REQUEST- COMPOST FILTER SOCK:
We are requesting the use of alternative erosion and sediment control measures that are not listed in the
Virginia Erosion and Sediment Control Handbook.
1. Fiarexx - Compost Fifter Sock: The compost filter sock is equivalent to silt fence, see detail on this sheet.
This will allow for less disturbance since It can be installed on the surface and requires no excavation.
Pavement or Impervious
WORK AREA
WATER FLOW
Management Strategies:
Construction shall be sequenced such that grading operations will begin and end as quickly as possible.
The site superintendent shall be responsible for the installation and maintenance of all erosion and
sediment control measures. Maintenance of these measures throughout the project is critical to the
effectiveness of the program.
After areas above controls have been stabilized, the controls shall be cleaned up and removed.
Electric power, telephone, storm, sanitary, water & gas supply benches are to be compacted seeded
and mulched within five (5) days after backfilling. No more than 500 feel are to be open at any one time.
All cut and fill slopes are to be seeded and mulched within five (5) days of completion of grading.
Drainage swales shall be stabilized with check dams until vegetation has been well established, at which
time the check dams shall be removed.
Devices listed above are considered minimum erosion and sediment controls. Additional control
measures may be necessary due to contractor phasing or other unforeseen conditions. It is the
contractors responsibility to provide additional measures to those shown, as needed, in order to control
erosion and contain sediment on site. All measures su es s h I a I be installed according to the standards and
specifications in the Virginia Erosion and Sediment Control Handbook,
Stormwater Management:
The existing site consists of a paved parking lot, building and loading dock. The loading dock is being
enclosed. No increased mnoff is expected from this development. Only existing impervious areas are
being impacted and will remain impervious. No stormwater management proposed with this minor site
plan.
Maintenance Program:
All control measures shall be inspected daily by the site superintendent or his representative and within
24 hours after any storm event greater than 0.5 inches of rain per 24-hour period. Any damaged
structural measures are to be repaired by the end of the day. Seeded areas shall be checked regularly
to ensure that a good stand of grass is maintained. All areas shall be fertilized and reseeded as needed
until grass is established.
Trapped sediment is to be removed as required to maintain 50% trap efficiency and disposed of by
spreading on site.
Inlet protection shall be checked regularly for sediment build-up. If the gravel outlet is clogged by
sediment, it shall be removed and cleaned or replaced immediately.
The contractor is responsible for keeping existing public roads in a clean, dust and mud free, condition at
all times.
Erosion and sediment control program
1. Hold pre -construction meeting on she with inspector.
2. Install perimeter control device compost filter sock.
3. Demolition.
4. Start construction of loading dock enclosure.
S. Remove erosion and sediment control measures with the approval of the inspector.
Note: The Frederick County Public Works and Engineering Department retain the right to add and/or
modify these erosion and sediment control measures during the construction process, within
reason, to ensure adequate protection to the public and the environment.
Seeding schedule (soil stabilization):
1. All permanent seeding shall be in accordance with section 3.31 & 3.32 of the VESCH.
2. Spread topsoil at a minimum depth of four (4) inches.
3. Incorporate pulverized agricultural limestone into the topsoil at a rate of 92 Ids. per 1,000 square
feet (2 tons per acre).
4. Fertilize with 10-10-10 fertilizer at a rate of 23 Ids per 1,000 square feet (1,000 lbs per acre).
5. Seed all areas with a seed mix consisfing of 67% Kentucky 31 Tall Fescue and 33% Red Top
Clover.
6. Mulch all seeded areas with straw mulch applied at a rate of 3,500 Ids per acre anchored with
cutback or emulsified asphalt applied at a rate of 200 gallons per acre.
Dust control:
1. Temporary seeding shall be applied to all disturbed areas subject to little or no construction traffic.
2. All haul roads and other heavy traffic routes shall be sprinkled with water until the surface is wet and
repeated as needed to control dust.
SiltSoxxTM (8", 12", or 18" TYPICAL)
Concrete blocks or sand bags sized as needed (10' O.C.)
!!! AREA TO BE PROTECTED
SECTION NTS
blocks or sand bags sized as needed (10' O.C.)
AREA TO BE
PROTECTED
(6',12", 18" TYPICAL)
NOTES:
1. ALL MATERIAL TO MEET SPECIFICATIONS.
2. FILTER MEDIA TO MEET APPLICATION REQUIREMENTS.
3. FILTER MEDIA TO BE DISPERSED ON SITE, AS DETERMINED BY
ENGINEER.
PLAN NTS
SiltSoxxTM for Sediment Control on Pavement
NTS
MINIMUM CONSTRUCTION STANDARDS
An erosion and sediment control program adopted with this plan must be consistent with
the VSECH for 9VAC25-840-40 minimum standards:
1. Permanent or temporary soil stabilization shall be applied to denuded areas within
seven days after final grade is reached on any portion of the site. Temporary soil
stabilization shall be applied within seven days to denuded areas that may not be at
final grade but will remain dormant for longer than 14 days. Permanent stabilization
shall be applied to areas that are to be left dormant for more than one year.
2. During construction of the project, soil stock piles and borrow areas shall be stabilized
or protected with sediment trapping measures. The applicant is responsible for the
temporary protection and permanent stabilization of all soil stockpiles on site as well
as borrow areas and soil intentionally transported from the project site.
3. A permanent vegetative cover shall be established on denuded areas not otherwise
permanently stabilized. Permanent vegetation shall not be considered established
until a ground cover is achieved that is uniform, mature enough to survive and will
inhibit erosion.
4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures
intended to trap sediment shall be constructed as a first step in any land -disturbing
activity and shall be made functional before upslope land disturbance takes place.
5. Stabilization measures shall be applied to earthen structures such as dams, dikes
and diversions immediately after installation.
6. Sediment traps and sediment basins shall be designed and constructed based upon
the total drainage area to be served by the trap or basin.
a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre
of drainage area and the trap shall only control drainage areas less than three acres.
b. Surface runoff from disturbed areas that is comprised of flow from drainage areas
greater than or equal to three acres shall be controlled by a sediment basin. The
minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of
drainage area. The outfall system shall, at a minimum, maintain the structural integrity
of the basin during a 100 -year storm of 24-hour duration. Runoff coefficients used in
runoff calculations shall correspond to a bare earth condition or those conditions
expected to exist while the sediment basin is utilized.
7. Cut and fill slopes shall be designed and constructed in a manner that will minimize
erosion. Slopes that are found to be eroding excessively within one year of
permanent stabilization shall be provided with additional slope stabilizing measures
until the problem is corrected.
8. Concentrated runoff shall not flow down cut or fill slopes unless contained within an
adequate temporary or permanent channel, flume or slope drain structure.
9. Whenever water seeps from a slope face, adequate drainage or other protection shall
be provided.
10. All storm sewer inlets that are made operable during construction shall be protected
so that sediment -laden water cannot enter the conveyance system without first being
filtered or otherwise treated to remove sediment.
11. Before newly constructed stormwater conveyance channels or pipes are made
operational, adequate outlet protection and any required temporary or permanent
channel lining shall be installed in both the conveyance channel and receiving
channel.
12. When work in a live watercourse is performed, precautions shall be taken to minimize
encroachment, control sediment transport and stabilize the work area to the greatest
extent possible during construction. Nonerodible material shall be used for the
construction of causeways and cofferdams. Earthen fill may be used for these
structures if armored by nonerodible cover materials.
13. When a live watercourse must be crossed by construction vehicles more than twice in
any six-month period, a temporary vehicular stream crossing constructed of
nonerodible material shall be provided.
14. All applicable federal, state and local requirements pertaining to working in or
crossing live watercourses shall be met.
15. The bed and banks of a watercourse shall be stabilized immediately after work in the
watercourse is completed.
16. Underground utility lines shall be installed in accordance with the following standards
in addition to other applicable criteria:
a. No more than 500 linear feet of trench may be opened at one time.
b. Excavated material shall be placed on the uphill side of trenches.
c. Effluent from dewatering operations shall be filtered or passed through an approved
sediment trapping device, or both, and discharged in a manner that tices not
adversely affect flowing streams or off-site property.
d. Material used for backfilling trenches shall be properly compacted in order to
minimize erosion and promote stabilization.
e. Restabilization shall be accomplished in accordance with this chapter.
f. Applicable safety requirements shall be complied with.
17. Where construction vehicle access routes intersect paved or public roads, provisions
shall be made to minimize the transport of sediment by vehicular tracking onto the
paved surface. Where sediment is transported onto a paved or public road surface,
the road surface shall be cleaned thoroughly at the end of each day. Sediment shall
be removed from the roads by shoveling or sweeping and transported to a sediment
control disposal area. Street washing shall be allowed only after sediment is removed
in this manner. This provision shall apply to individual development lots as well as to
larger land -disturbing activities.
18. All temporary erosion and sediment control measures shall be removed within 30
days after final site stabilization or after the temporary measures are no longer
needed, unless otherwise authorized by the VESCP authority. Trapped sediment and
the disturbed soil areas resulting from the disposition of temporary measures shall be
permanently stabilized to prevent further erosion and sedimentation.
19. Properties and waterways downstream from development sites shall be protected
from sediment deposition, erosion and damage due to increases in volume, velocity
and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour
duration in accordance with the following standards and criteria. Stream restoration
and relocation projects that incorporate natural channel design concepts are not
man-made channels and shall be exempt from any flow rate capacity and velocity
requirements for natural or man-made channels:
a. Concentrated stormwater runoff leaving a development site shall be discharged
directly into an adequate natural or man-made receiving channel, pipe or storm sewer
system. For those sites where runoff is discharged into a pipe or pipe system,
downstream stability analyses at the outfall of the pipe or pipe system shall be
performed.
b. Adequacy of all channels and pipes shall be verified in the following manner:
(1) The applicant shall demonstrate that the total drainage area to the point of analysis
within the channel is one hundred times greater than the contributing drainage
area of the project in question; or
(2) (a) Natural channels shall be analyzed by the use of a two-year storm to verify that
stormwater will not overtop channel banks nor cause erosion of channel bed or
banks.
(b) All previously constructed man-made channels shall be analyzed by the use of
a 10 -year storm to verify that stormwater will not overtop its banks and by the
use of a two-year storm to demonstrate that stormwater will not cause erosion
of channel bed or banks; and
(c) Pipes and storm sewer systems shall be analyzed by the use of a 10 -year
storm to verify that stormwater will be contained within the pipe or system.
c. If existing natural receiving channels or previously constructed man-made channels
or pipes are not adequate, the applicant shall:
(1) Improve the channels to a condition where a 10 -year storm will not overtop the
banks and a two-year storm will not cause erosion to the channel, the bed, or the
banks; or
(2) Improve the pipe or pipe system to a condition where the 10 -year storm is
contained within the appurtenances;
(3) Develop a site design that will not cause the pre -development peak runoff rate
from a two-year storm to increase when runoff outfalls into a natural channel or will
not cause the pre -development peak runoff rate from a 10 -year storm to increase
when runoff outfalls into a man-made channel; or
(4) Provide a combination of channel improvement, stormwater detention or other
measures which is satisfactory to the VESCP authority to prevent downstream
erosion.
d. The applicant shall provide evidence of permission to make the improvements.
e. All hydrologic analyses shall be based on the existing watershed characteristics and
the ultimate development condition of the subject project.
f. If the applicant chooses an option that includes stormwater detention, he shall obtain
approval from the VESCP of a plan for maintenance of the detention facilities. The
plan shall set forth the maintenance requirements of the facility and the person
responsible for performing the maintenance.
g. Outfall from a detention facility shall be discharged to a receiving channel, and
energy dissipators shall be placed at the outfall of all detention facilities as necessary to
provide a stabilized transition from the facility to the receiving channel.
h. All on-site channels must be verified to be adequate.
i. Increased volumes of sheet flows that may cause erosion or sedimentation on
adjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipe
system, or to a detention facility.
j. In applying these stormwater management criteria, individual lots or parcels in a
residential, commercial or industrial development shall not be considered to be separate
development projects. Instead, the development, as a whole, shall be considered to be a
single development project. Hydrologic parameters that reflect the ultimate development
condition shall be used in all engineering calculations.
k. All measures used to protect properties and waterways shall be employed in a
manner which minimizes impacts on the physical, chemical and biological integrity of
rivers, streams and other waters of the state.
I. Any plan approved prior to July 1, 2014, that provides for stormwater management
that addresses any flow rate capacity and velocity requirements for natural or man-made
channels shall satisfy the flow rate capacityan velocityre requirements ments for natural or
man-made channels if the practices are designed to (i) detain the water quality volume
and to release it over 48 hours; (ii) detain and release over a 24-hour period the expected
rainfall resulting from the one year, 24-hour storm; and (iii) reduce the allowable peak flow
rate resulting from the 1.5, 2, and 10 -year, 24-hour storms to a level that is less than or
equal to the peak flow rate from the site assuming it was in a good forested condition,
achieved through multiplication of the forested peak flow rate by a reduction factor that is
equal to the runoff volume from the site when it was in a good forested condition divided
by the runoff volume from the site in its proposed condition, and shall be exempt from any
flow rate capacity and velocity requirements for natural or man-made channels as defined
in any regulations promulgated pursuant to § 62.1-04.1554 or 62.1-44.15:65 of the Act.
m. For plans approved on and after July 1, 2014, the flow rate rapacity and velocity
requirements of § 62.1-44.15:52 A of the Act and this subsection shall be satisfied by
compliance with water quantity requirements in the Stormwater Management Act (§
62.144.15:24 et seq. of the Code of Virginia) and attendant regulations, unless such
land -disturbing activities are in accordance with 9VAC25-87048 of the Virginia
Stormwater Management Program (VSMP) Regulation or are exempt pursuant to
subdivision C 7 of § 62.144.15:34 of the Act.
n. Compliance with the water quantity minimum standards set out in 9VAC25-870-66
of the Virginia Stormwater Management Program (VSMP) Regulation shall be deemed to
satisfy the requirements of this subdivision 19.
SOILS MAP
COMMONWEALTH BUSINESS CENTER, LOT 5
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DATE: 04/1 712 01 8
SCALE: - NIA
DESIGNED BY: TTC
FILE NO. 2530MG
SHEET 3 OF 5
18-04
55
T.M. 6J -A -86B
H P HOOD INC. o
M. No. 030019390 � ,
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USE., INDUSTRIAL
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N.T.S. VER 1
NOTES:
1. SWM - EXISTING SITE IS PAVED PARKING LOT,
BUILDING AND LOADING DOCK. PART OF THE LOADING
DOCK IS BEING ENCLOSED. THERE IS NO INCREASED
IMPERVIOUS AREA PROPOSED, THEREFORE, NO SWM
HAS BEEN PROPOSED.
2. CONCRETE GENERATOR SLAB DESIGN BY OTHERS.
3. SEE ARCHITECTURAL PLANS FOR STAIR DESIGN.
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Rev. No.
Date
GF
I•lam
LER
CAN
532BD91s-Za,B`IGNAL
DATE: 04/17/2018
SCALE: -1"=20'
DESIGNED BY: TTC
FILE NO. 2530MG
SHEET 4 OF 5
19-04
D. 1.q¢9"°DgigtragtLrP.a.
Guidelines referenced from the
2012 Frederick County Fire Prevention Cade
Guidelines referenced from the
2012 Frederick County Fire Prevention Code
(U At leastthrxe commuter walls do industrial, commercial, or semipublic or residential structnms
public
with now or more dwelling units per structure shall be within 200 feet of a street, fire Lane, or private
AppENDIXDFIRE APPARATUS ACCESS ROADS
APPENDIXDFIRE APPARATUS ACCESS ROADS
m- E
myth.
C N g N U
Niss
(2)Strurmrea axe¢¢dirtq 3°feet in height shall natbe eat back more tnM 50 feet from esfreM,firelane or
0104.3 Remoteness
SECTION D101 GENERAL
R
- C 'W ai H mW
Private street.
where two fire apparatus access roads are required, they shall be placed a distance apart equal m not less than one half
= WAN T
(3)When any combination of priva[efire-protection facilities, including but not limited bfire-resistive
of the length of the maximum overall diagonal dimension of the lot or area to be served, measured in a straight line
0101.15 wN
>^%
moth, separation wails. apace afternoon and Rebound fire-asmaidishing system; is provided, and
betwecnamoss.
Flre apparatus access roads shall be In accordance with this appendix antl all other applicable requirements of the
CYy m
approved by the Fire Marshal orbis/her Idecontea representaN. az N acceptable alternative,
International Fire Code,
C
Subsection D(2)SMI nor apply.
SECTION OTOS AERIAL FIRE APPARATUS ACCESS ROADS
N L 6 N
The Fire Marshal or his/her designated representative may, in concert with the lvWvolunteerfire
company; require at leant two mems of acres for fire apparatus to all manmmetal Andindustrial
DIOSA Whererequlred
SECTION 0102 REQUIRED ACCESS
C d U.
3
atruwres. Thane access ways shall meet the requirements of5ubsection R(3).
Where the vertical distance between the gratle plane and Me highest roof surface exceeds 30 feet (9144 mm), approved
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vial fire apparatus access roads shall be provitled. For purposes of this section, me highest roof surface shall be
D102.1 Access and loading
(5) landscaping or other obstructions shall not be placed around strucmres or hydrants in a mother m ssto
determined by measurement to theeave of a pitched reef, the intersection of the roof to the exterior wall, or the rep of
Facilities, buildings or portions of bulldings hereafter constructed shall be accessible to fire department apparatus by
1
impair or impede acaasibility for fimfigni ng and rescue opera8ons.
parapet walls, whichever is greater.
way of an approved fire apparatus access road with an asphalt, concrete c other approved driving sudau spathic of
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supporting Me Improad load of fire apparatus weighing at least 25,000 pounds J34 050 kg).
1
E. Water supply.
0105.2 WdM
1
bir sons tobebe capable fictions per minute
signedsupplies
(r) Watersupplysysmmse,
Aerialfire apparatus access roads shall have atminimumunothmuctd width of 26 feet (2925 mol, exclusive of
zhoultleis, inthe immedlate vicinity of the building or portlenthereoL
SECTION 0103 MINIMUM SPECIFICATIONS
1
run. Water preffioo0
at zo pounds pMsgaare inch. Watereupplies shall be made evailabk end operatlonil before
made available
combustibles Are on site during construction.
01053 Proximity to bulldhry
D303.1 Amounted width with is hydrant
to
(2) 1..reas developed with single-family devehM or duplex dwelling unit., there An W a fire hydrant
At least one of the required access routes meeting this condition shall be located within a minimum of 15 feet (4572
Where a fire hydrant is located on a fire apparatus access road, the minimum revad width shall be 26 feet (7925 mm),
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OHp1 Cho
within In. Net dall umis. N shoos developed with three to five dwelling units per soumarm, there shall
mm) and a maximum of 30 feet (91" mm from the building, and shall be Mothorned parallel to one entire side of the
exclusive of shoulders (see figure D103.1).
R
OHU OHU (-)
W a hydrant withiv am feet of all units. In arers developd with six or more dwelling units per
strurmre, there shall be at least two hydrants within 3°° fee[ of all wits. in areas developed with
building. The side of the building on which the aerial fire apparatus access mad is positioned shall be approved thyroid
fire code official.
, � yy
:4
industrial or economist sovelopment(s), there shall be a hydrant within 30o Net ofell Portions ofavy
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structure. Where one hydrant is dedicated to the operation ofd standpipesystem, there shall he at less
one once hydrant meeting the diatoms requirements art fOrth above. The hydrant dedicated to the
operation of the slarnape system shall not be farther the 50 feet firman the standpip. Distance
DI05A Obstructions
Overhead utility and power lines shall not be located over the aerial fire apparatus access road or between the aerial fire
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Along
measurement under tm. satidn shall be tion or sur races meating
apparatus road antl[he builtling.ONer obztmnionsfiall be Permitted to be pi aced with the approval of the fire code
m- I� m m
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1
whom
the requirement of afireloe(desigvetd orodesiglmtd)cohere appropriate. but in all razes acswsa to
but
hydrant from
official,
wFOp?cux.o e4aooTr no µp�raaFfes
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each shall be directly a roadway and/orfire lane.
(3) Fire hydrants shall be marked in accordance with the Frederick County Sanitation Authori tYPolrry.
SECTION D106 MULTIPLE-fAMILYRE510ENTIgL OEVFLOPMFNR
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(4) Fire hydroids located he parking areae shall be protected by barriers Nat will prevent physical damage
frunwbicles.
0106.1 Projects haying more than IN dwelling units
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1 (5) Fire hydrants shall be heard within three feet ofne curb line nffire Imes, streets or private streets
Multiple -forth, residential projects having more than 100 dwelling units shall M equipped throughout with two
separate and approved fire apparatus access roads,
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when installed along.uan access wars.
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(6) Fire hydrant shall be inst0 m ammosince win the atmdards of the Frederick Couvty Sanitation
Exception: Projects having
p I Sup to 200 dwelling units may haveasingle approved fire apparatus access road when all
T°`m'aT"' a^�
Authority,
bullifirm including nonresidential occupancies, are equipped throughout with approved automatic sprinkler systems
res. uom•sor.amm.
Installed in accordance with Section 903.3.1.1 or 903.3.1.2.
FIGURE D101.1 DEAD2ND FIRE APPARATUS ACCESS ROAD TURNAROUND
(y) Threads on fire hydrae[ outitts sbailmntorm to Frederick County Sumitomo Authority policy.
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(B) Fire hydrants shall than by not dha su-inch diameter main.
0103.2 Grade
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Fire apparatus access roads shall not exceed 10 percent in some.
Exception: Grades steeper than 10 percent as approved by the fire chief.
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Guidelines referenced from the
2012 Frederick County Fire Prevention Code
Guidelines referenced from the
2012 Frederick County Fire Prevention Code
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APPENDIX D FIRE APPARATUS ACCESS ROADS
APPENDIX D FIRE APPARATUS ACCESS ROADS
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D106.2 Prospects having more than 200 dwelling unit
Monicfimly residential projects having more than 200 dwelling units shall M
D103.3 Turning radius
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providedmrm
with two separate and
approved fire apparatus access roads regardless of whether they are Equipped with an approved automatic
The minimum turfing radius shall be deteed by the fire code official.
SIGN TYPE"C / LJLLII 11L 1 1.�� -' "'y' �L•�
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sprinkler
system.
D303.4 Dead ends
Deadend fire apparatus access roads in excess of 150 NO(45720 mm) shall be Provided with width and turnaround
provisions in accordance with Tame 0103.4.
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SECTION D107 ONE- OR TWO-FAMILY RESIDENTIAL DEVELOPMENTS
TABLE D103.4 REQUIREMENTS FOR DEAD-END FIRE APPARATUS
3
tx6ml NM wtom Novi
UNMRROADS
TURxPMoxlnRlqutRrD
TYPE
ot
pl.tone- ortwo-famRy dwelling residential aeyelePment
None ariver. e
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Developmentsofone-orVivo -family dwellings where the number of dwelling units exceeds 30 shall be provitled withd
15d 30
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two separate and approved fire apparatus access mads, and shall meet the requirements of Section D304.3.
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SIGN TYPE
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Exet n
mems:
n_hm aralumeae-1..Y'or
Lsz-sot 11 ssromm.met.ranee-ssr nerreraanr.wax neva oroa.e
EX. FIRE t \ I
1. Where there are more than 30 dewhing units on a single public or private ficamparato,vocnsroadandalldwelling
t20mtHammemeed.60.fool'ris
smaw ze f6-bal ei.malarwtaa-aadaaapm.ro4 w�In FIBere Dtw.t
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t
HYDRANT I
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equipped of
903.3.1.e sprinkler system in
sal reqth uired. 9033.1.1,
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SIGN TYPE "A"
r the International Fire ode, acautomcess from
903.3.1.2 or903.3.1.3of[he lnternatienal Flre Cantle, access fromtwo directions shall notberequired.
shall of
Over 750 Spacial sopors[ reggae
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2. The number of tlwehfuumtson apparatus shaonot increased unless fire apparatus access
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wyl roan,.,«.
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evelopenFlre
by the
reads will w conned with future development, as determined by Nefire code official.
cial.
D103.5 Neapwratusaaers rove gates
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4Lill t.
EX. BUILDING
ri 8 apparatus comply all of following criteria:
Gates securing the fires ms access roads shall corn
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D10 REFERENCED STANDARDS
1.The minimum gate witlth shall be 20 Feet(6096 mm).
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ASTM F220o-o55tandard Specifcaton For Automated Vehicular Gate Construction D103.5
2. Gates shall be of the swingrng or sliding type.
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ICC IFC -12 International Fire Code D101.5,
3. Constructiony4 of gates shall be of materials that allow manual operation by one person.
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SIGN TYPE a , 4d
D107.1
4. Gate components shall be maintained in an mucc He condition at all times and replaced or repaired when defective.LL
LU �/� kL
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MODIFIED "D" \ 1 / I
UL 325-02 Door, Drapery, Gate, lower, and Window Operators and Systems, with Revisions through D303.5
February 2006
S. Electric hall beequipped
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t deb Flre
with a means of gra ydepartmentcerorel for emergency access.
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SIGN TYPE "A" 1
SIGN TYPE
yoeszpemngfie
Emergenryopening devices shall be approved by thefire cantle ofFlcial.
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SIGN TYPE "A"
MODIFIED "D"
6. Manual gates not hasInciseda bck aleck or begat
tesshe they are railed
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means of or when key co taininhain
to
opened by means of iordbleen[ry cools or whenakey box containing thekey(sl to the lock is installed at the gate
t e a
location.
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7. Locking device sperifirations sM1all be submitted for approval by the fire cede official.
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S. Electric gate operators, where provided, shall be listed in accordance with UL 325.
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SIGN TYPE I w
MODIFIED "D^ { \\\
9. Gates int ended for automatic o eration shall be deo d, constructed and installed thromptywith therequirementz
P 8neBBBBJ
of ASTM F3200.
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"A"
SIGN TYPE
Frederick County, VA
Guidelines referenced from the
2012 Frederick County Fire Prevention Code
SIGN TYPE
MODIFIED "Do
_
Local ordinance referenced from httD,//exhode_i6o.com/87oqcI49
APPENDIX D FIRE APPARATUS ACCESS ROADS
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§90-4 General requirements
the shell apply to all construction orlMddevelopmcent activities in areas of Ne County[o
D103G$igM
Where required by the fine or oil fire Neptimusaccess roads shall be marked with permanent NO PARKING -FIRE
LANE signs tom I figure D103.6. Signs 12inches
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whichlommirlquirements
which the ertide applies:
g shall minimum
post(305 mm)
)hiigh and ieea Siinsof
orches (457 mmj high and have red letters on refettive !background. 5h sal
gh g fns shall be posted on one orbensides
don one bot sides
yl
FO-
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SIGN TYPE"C"
A. Means of eaess for Fire Department apparetrm.
of the fire apparatus road as required by Seaton D103.6.1 or 0103.6.2.
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(p 9fieKnows b, Enof,arden forFireneparenM[epparamaand pereormel shall coeuut o(fre Imes, private
parking
street streets, perkinglotloes orammbivatiov Nerevf,
(2)Parking in
SIGN TYPE 'A' SIGN TYPE"C" SIGN TYPE 'Cif SIGN TYPE MODIFIED "D"
T
tp rp L(G I p
ra pMAMD PARIWIG
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any meartof access shall nmbe armitied within l5f tofafire hydrant, apriNaer or
standpipe com ectio or in My other manner which will dividends or interfere win Ne Flre De;...".
fir
FWE WIE FIRE W2E FIRE IILME I LANE I-
R
No.
Date
02
05-11-2018
1Rev.
�♦ ►
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(3) No Winds"signsor anther designation indicating that parking is pronibitd shall be provided at ell
I
normal and emergency access points to structures and with in 15 feet of each fire hydrant, sprinkler or
standpipe coM ahem.
17
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FIGURE D103.6 FIRE LANE SIGNS
B. Fire tabodes.
I
Q) The Fire Marshal orhis/her designated commemorative, N concert with the Ideal voluntomfire company,
designate both
D101.6.1Roads2OW26feetinedith
Fire lane signs as ecaud in 5enhon 0103.6 shall be
g p postedonbeN sides offireapparams access roads that areIDm
Public Rod
my gna pis
a auumluveafor N useer,
__
COMMONWEALTH DRIVE
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be maefire n
bythe it Mamba or
apparatus. Saldfirelanessballbe in aged amazmre lanesh be the Firm Marshal ter his/her
ref ignetd fire lane she 6e controlled by @cep s58, Vehicles
do
26 feet wide (6096 to 7925 mm1.
RA Y L KEPLER v
\
Thuted Lerentavick,knginede
and iTaifiq of the Frederick County Code.
Dlelane Roads morethani6eatin width
signs a,specifiedles Section ll pneneside of Fire apparatus access roadsmore non 26
' Lic. No. 3zaos
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(2) Fur Ones y,be,ull determined nyfire from
rotioccout edfeet Nwidn,winthe roadedge adequately sesignedidniquortoyfire
designed
sed to support
nesDnamre,be.beciperdrl
ailelande
eetane
feetaide mol and less than 32 feet wide (W54 mol.
feet PoSmr).
i JP�,ZBr
`w f C
C�YS
poleast
hind bee dieasegfivere
epperamslikehymbedperatd iv suchfirelMe orbeofsubsurtace mnswctidn deayned to suppnrtthe
G
ZONAL
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leads az the above surfaces and be covered win no more thM those inches of soil m ad, dr find,
and be designed with radii ofsuficient length to allow fir safe coming by any fire apparron likely to be
operated on suchre filane.
SECTION DIM DOW MERCIAL AND IND USTRIAd. OEVELOPMEMS
DATE: 04117/2018
/
(3) Fire lanesmnnecthg mpublic
awomid eac edge Link, private sneer shillbeprovided wiN curb cut
ex[Mdivg a[ least two feetbeyoud each edge ofne fire lave.
0104ings Buildings exceeding thoseeseximing 3 stories oro irheight
Buildings pr Facilities exceedng30 feet(9144 mm)or comae stories in height shall have at lean twn means of fire
rees
for
apparatus access each structure.
/
20 10 qQ
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(4) Chums or other harrier. may be provided at the rumored to for lands or private strata, provided not
they are Ma esa roNingto Use requirements of the AAth" tyHA gduriWi tido
having a trollsgross square area fm
ButOings or facilities
Buildings or ng stress square feel area than 62,000 square feet 15760 m2) shall be provided with two
separate and approved fire apparatus access roads.
SCALE: 1"=20'
/ SCALE: 1" = 20
\ \
Gra�king lot laves.
Parkong hudem lanesshall
it movement. imum df rs arw dthbh nwn of parked hides for
vehicWM awres and movement.
Exception: Projectss having fee[ approved au that haverisilts approved
road aliens bulkingarea ofuppp 1d throughout with
fine apparatus access readw non bundingsare equipcedthmughout wdh approved amomanc sprinkler systems.
DESIGNED BY: TTC
FILE NO. 2530MG
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SHEET 5 OF5
-/THIS VIEW FOR FIRE LANE MARKINGS &SIGNAGE ONLY
R
18-044