HomeMy WebLinkAbout31-19 Site PlanNAVY FEDERAL WCC1
Plan Revisions
Revision Revision Date Comment
No
01 09/19/2019 FREDERICK WATER & FREDERICK COUNTY COMMENTS
CALL "MISS UTILITY"
VIRGINIA UTILITY PROTECTION SERVICE (VUPS) AT 811 OR 1-800-552-7001,48 HOURS
PRIOR TO THE START OF WORK. EXCAVATORS MUST NOTIFY ALL PUBLIC UTILITY
OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF
PROPOSED EXCAVATING OR BLASTING AND HAVE THOSE FACILITIES LOCATED BY THE
UTILITY COMPANIES PRIOR TO COMMENCING EXCAVATION. THE EXCAVATOR IS
RESPONSIBLE FOR COMPLIANCE WITH ALL COUNTY REQUIREMENTS, VIRGINIA CODE
AND REGULATIONS.
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
RECONFIG, ENTRY &WALKWAY
MINOR SITE PLAN
SHAWNEE MAGISTERIAL DISTRICT
FREDERICK COUNTY, VA
SP #31-19
OWNER DEVELOPER
NAVY FEDERAL CREDIT UNION
820 FOLLIN LN.
VIENNA, VA 22180
703-206-3405
VICINITY MAP
SCALE: 1" = 1000'
NAVY FEDERAL CREDIT UNION
820 FOLLIN LN.
VIENNA, VA 22180
703-206-3405
APPROVAL
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Sheet Sheet Title Revsion Revison
Number No Date
I
P.O. Box 1877
01
Winchester, VA. 22604
2
(540) 868-1061
Power:
Rappahannock Electric Coop
3
137 Kelly Court
Front Royal, VA 22630
4
1-800-552-3904
Phone:
Verizon
5
P.O. Box 17398
Baltimore, MD 21297
6
(301) 954-6282
Gas:
Shenandoah Gas Co.
7
P.O. Box 2400
Winchester, VA 22604
8
(540) 869-1111
RECONFIG, ENTRY &WALKWAY
MINOR SITE PLAN
SHAWNEE MAGISTERIAL DISTRICT
FREDERICK COUNTY, VA
SP #31-19
OWNER DEVELOPER
NAVY FEDERAL CREDIT UNION
820 FOLLIN LN.
VIENNA, VA 22180
703-206-3405
VICINITY MAP
SCALE: 1" = 1000'
NAVY FEDERAL CREDIT UNION
820 FOLLIN LN.
VIENNA, VA 22180
703-206-3405
APPROVAL
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Sheet Sheet Title Revsion Revison
Number No Date
I
Cover Sheet
01
09/19/2019
2
General Notes and Legend
01
09/19/2019
3
Boundary and Existing Topo
4
Demolition Plan
5
E&S Phase I & II
6
E&S Narrative
7
E&S Details
8
Site Plan
01
09/19/2019
9
Utility Plan
01
09/19/2019
10
Grading Plan
11
Life Safety Plan
12
Site Details
13
VDOT Details
14
Landscape Plan
ZONING ADMINISTRATOR
SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL
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RARDY LTEPLEP
LIC. No. 32809
DC— 2oti
DATE: 06/14/2019
SCALE: 1"=1000'
DESIGNED BY: KAS
UA I In I FILE NO.
3015E
SHEET 1 OF 14
19-08
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.
EXISTING INTERMEDIATE CONTOUR
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
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1. This plan for construction of sidewalks only.
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AND this plan seta signed and sealed by li licensed professional. Any work, planning, scheduling, material purchases
Transportation Road and Bridge SpecificationsTarland Standards, the Virginia Erosion and Sediment Control
2. Hardscape amenities (Covered Walkway Canopy, etc) are to be designed and specified by others. Typical sizes
EXISTING INDEX CONTOUR
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and/or construction prior to approvals and licensed/professional sealing will be performed at the risk of the personnel
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Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the
for these are shown for reference in this plan set.
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.
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before this plan Set receives approvals and seals.
EXISTING EDGE OF PAVEMENT
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2. 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
(OSHA), and Virginia Occupational Safety &Health (NOSH) Rules and Regulations.
PROPOSED EDGE OF PAVEMENT
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Standards and Specifications and/or current VDOT Standards and Specifications.
EXISTING CURB AND GUTTER=___-___®-®
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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 workin within VDOT ri ht-of-wa ,all traffic control, whether ermanent or tem ra shall be in accordance with
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FREDERICK COUNTY BUILDING INSPECTION NOTES
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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
1. Buildings shall comply with The Virginia Uniform Statewide Building Code and Section 304, Business Use Group, of
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.
the International Building Code/2015. Other codes that apply are ICC/ANSI At 17.1-2009 Accessible and Usable
TRANSITION TO REVERSE CURB
responsible for acts of omissions of the contractor, subcontractor, or their agents or employees, or any other person
performing portions of the work.
V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles,
'unction
Buildings and Facilities and Virginia Ener Code 2015.
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2. Buildings shall maintain height and area as required under T503. Building has full NFPA 13 system and Fire
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EXISTING TELEPHONE LINE--T----T----T----T--
4. The Contractor, Owner or Developer shall be responsible for securing any third party inspection/testing service to insure
boxes controllers etc. owned b VDOT or private / public utility companies. It is the sole responsibility of the
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developer to locate and identify utility facilities or items that may be conflict with the proposed construction activity.
Department Connection located.
PROPOSED TELEPHONE LINE
construction compliance with these plans and specifications. It is Greenway Engineering's recommendation that a third
P P P YVDOT
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approval of these plans does not indemnify the developer from this responsibility.
3. All required egress shall be accessible. Landings shall maintain a maximum 2% slope and walkways shall be a
EXISTING STORM SEWER WITH INLET ®�
party inspection/testing service be employed to ensure that project is completed and materials installed meet the details
maximum 5% slope. 60% of all entrances shall be accessible.
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
4. Please note the requirements in Chapter 17 of BOCA for special inspection requirements on the type of structure
PROPOSED STORM SEWER WITH INLET -- --- - - -
5. The location of existing utilities shown in these plans are taken from exisfing 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
(Soils, concrete, etc.) Compaction/soil bearing/soil testing shall be required for placement of new store.
EXISTING SANITARY SEWER WITH MANHOLE --s----s----s---
responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The
of the developer.
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PROPOSED SANITARY SEWER WITH MANHOLE S
contractor shall be responsible for the digging of all test holes that may be required, whether recommended or not by
these plans, to determine the exact location and elevation of existing utilities. If any conflicts arising from this existing utility
V8. If required by the local VDOT Land Development Office, apre-construction conference shall be arranged and held by the
engineer and/or developer with the attendance of the contractor (s), various County agencies, utility companies and
PROPOSED SAN. LAT. CLEANOUT S
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verification or if during the course of construction, any object of an unusual nature is encountered, the contractor shall
VDOT prior to initiation of work.
EXISTING ELECTRIC SERVICE -E----E----E----E---
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cease work in that area and immediately notify Greenway Engineering at (540) 6624185 and/or the proper authority.
V7. The the local VDOT Land Development Office is to begin for
PROPOSED ELECTRIC SERVICE E E
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Greenway Engineering or any engineer associated with these plans shall not be responsible or liable for any construction
contractor shall notify when work or cease any
cost that may be associated with the installation or reinstallation any utility or other improvements if not notified of any
undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or
EXISTING GAS LINE-----c----G----c---
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discrepancies between actual field conditions and the roved Ian.
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requested inspection.
PROPOSED GAS LINE G G
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6. The approval of these plans in no way relieve the developer, the contractor, or their agents of any legal responsibility
Virginia by
V8. The contractor shall notify the Traffic Operations Center at (540) 00 for any traffic control plan that impacts a
EXISTING WATERLINE W1 TEE --w---- w----w-}�-(--w---
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which may be required by the code of or any other ordinance enacted the County nor does it guarantee the
VDOT maintained Interstate or Primary roadway to provide notification of the installation and removal of the work zone.
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issuance of any required permit by the County, VDOT or any other Agency.
PROPOSED WATERLINE W/ TEE w,j��i-T-w
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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 entrance(s) in accordance
EXISTING FIRE HYDRANTNALVE/METER i^^r 0
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
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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.
PROPOSED FIRE HYDRANTN•ALVE/METER DO4
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
PROPOSED REDUCER w_
responsible for obtaining a Virginia Stormwater Management Program (VSMP) Permit and shall be responsible for the
construction.
PROPERTY LINE
registration of the construction site as required by law. They shall also be responsible for obtaining and maintaining on site
a Stormwater Pollution Prevention Plan (SWPPP). The approval of these plans in noway 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.
PROPOSED EASEMENT
9. The Developer or his agent shall be responsible for obtaining any required permits from the Virginia Department of
V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the
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.
EXISTING CENTERLINE - - - -
construction site.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to
EXISTING TREE LINE -
10. The contractor shall provide adequate means of cleaning mud from trucks and/or 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
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
FENCELIKE -x x x x x -
11. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and
accordance with all applicable VDOT standards and procedures.
Frederick County prior to any construction activities within existing State right-of-way.
All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in accordance
EXISTING UTILITY POLE/GUIDE WIREV14.
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12. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his
construction within or contiguous to the existing right-of-way.
with the lift thicknesses, density and moisture requirements as specified in the current VDOT Road and Bridge
EXISTING TELEPHONE PEDESTAL
project
13. Warning signs, markers, barricades or flagmen should be in accordance with the State and Federal Manual on Uniform
Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise.
SIGNS
PARKING INDICATOR
Traffic Control Devices (MUTCD).
V15, VOOT Standard CD and UD underdmins shall be installed where indicated on these plans and/or as specified by
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14. The exact location of all guard rails and paved ditches will be determined by VDOT personnel. "A joint inspection will be
VDOT.
INDICATES THE NUMBER OF TYP. PARKING SPACES
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held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
(VDOT) to determine if and where guard rail and/or paved ditches will be needed. The developer will be responsible for
V16. A post installation visual/video camera inspection shall be conducted b the Contractor on all pipes identified on the
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HANDICAP PARKING (.
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plans as storm sewer pipe and a select number of pipe culverts. For pipe culverts, a minimum of one pipe installation for
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providing guardrail and paved ditches as determined b this joint inspection." Refer to Virginia Department of
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each size of each material type will be inspected or ten percent of the total amount for each size and material type
VEHICLES PER DAY COUNT 100
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
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15. All unsuitable material shall be removed from the construction limits of the site plan before placing embankment
16. All pavement sections shown on these approved plans are based on a minimum CBR value of 6 and are for preliminary
inspection purposes. Additional testing may be required as directed by the Area land Use Engineer or their
representative.
PROPOSED BUILDING ENTRANCE NS)
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design only. Final pavement design shall be based upon actual field tested CBR values. The Contractor or Developer shall
V17. The installation of any entrances and mailboxes within any dedicated street right-cf-way shall meet VDOT minimum
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be responsible for field tests per VDOT standards to obtain actual CBR values for final design. Final pavement designs will
be approved by VDOT and/or the Owner/Developer, which ever applicable, prior to installation.
design standards and is the responsibility of the developer.
SANITARY MANHOLE IDENTIFIER 12
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17. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6"
V18. Prior to VDOT acceptance of any streets, all required street signage and/or 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
DRAIN STRUCTURE IDENTIFIER O
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18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided
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to the County Public Works Department prior to issuance of grading and/or site development permits.
V19. The developer shall provide the VDOT Land Development Office with a list of all material sources prior to the start of
EXISTING SPOT ELEVATION
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19. Notification shall be given to the appropriate utility company prior to construction of wafer and/or sanitary sewer lines.
construction. Copies of all invoices for materials utilized within an dedicated street right-cif-way must be provided to the
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Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to
local VDOT Land Developprior to acce be obscured
ment Office pp.
rices may Unit and total acceptance of the workpy .
355
SPOT ELEVATION
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existing lines.
20. The Developer and/or Contractor shall be responsible to supply all utility companies with copies of the approved plans and
V20. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will
be determined the density in Section 304 the VDOT Road Bridge
A
LIGHT POLE Y
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using control strip accordance with of and
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FREDERICK WATER CONSTRUCTION NOTES
PROJECT INFORMATION
advise them that all grading shall conform to the approved plans, and further that the utility companies shall be responsible
for horning these plans and the finished grades in the installation of their utility lines.
Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports
shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, aVDOT
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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
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22. Contractors shall notifyoperators who maintain underground utility lines in the area of proposed excavatio or blasting at
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least days, than ten days, to demolition.
control ship.
Parcel Identification No: 64-11-11 INSTR.# 170002409
( )
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two (2) working but not more (10) working prior commencement of excavation or
V21. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge
Street Address: Building 1: 141 Security Drive
ty
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23. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The
Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A
1. Frederick Waters Water and Sewer Standards and Specifications are available at www.frederickwater.com
9
Building 2: 146 Security Drive
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relocation should be done prior to construction.
certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT
2. The contractor shall adhere to Frederick Water standards and specifications in effect at the time of construction.
Building 3: 190 Security Drive
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24. All parking lot/street light and dry utility design shall be performed and provided separately by others. All dry utility and or
daily, unless specifie otherwise. A VDOT representative shall be notified and given the opportunity to be present during
Parking Garage: 200 Security Drive
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lighting information shown hereon is as specified b others and is included for informational purposes only, as directed
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the Owner, Developer and/or agency requirements. Greenway Engineering has not the lighting and/or
the construction and testing of the control strip.
3. The contractor shall coordinate with and arrange for inspection by Frederick Water.
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public performed
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
4. The contractor shall connect a new sewer line to an existing manhole by core drilling the manhole.
Project Site Area: 35.9611 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
Disturbed Area: 0.51 Acres
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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 VDOT for approval prior to placing pipe. Foundation designs shall
comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is
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.
Current Zoning: M1
Current Use: Parking/Commercial
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specifications of Frederick Water.
encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and
a. An Application for Wet Tap shall be submitted and the initial fee paid before the tap is made.
Proposed Use: Commercial - General Office
26. All stormwater piping and structures shown on these plans are only accurate to the inlet or manhole locations as shown
approved by VDOT.
Previously Approved Plans: SP# 19-04, 83-07, 30-09, 25-10,19-12, 24-13, 24-14,11-17, 27-17, 33-18, 34-18,
hereon. Detail design of stormwater structures were not provided to Greenway Engineering. Actual pipe alignments will be
6. Exact locations of water and sewer services on new lines are to be coordinated with Frederick Water's inspector.
SP# 45-18
based upon developed structural shop drawings as provided b the manufacturer. Contractor shall make adjustments to
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V23. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with
VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT ager grading is mostly complete.
7. Frederick Waters maintenance division shall furnish and install all water meters through 2 inch in size.
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Maximum Building Height: 60'
pipe alignments base on provided shop drawings. Greenway Engineering will not be held responsible or liable for any
It is the contractor's responsibility to have the meter box assembly installed correctly.
Proposed Building Height:
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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.
Before a permanent meter is installed:
Engineering for review and approval at contractor's expense. Shop drawings will be reviewed for compliance with design
a. The meter box, with its frame and cover, must be properly aligned with the yoke bar.
Required Setbacks Provided Setbacks Parking Setback
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plans. The Owner or Developer will be responsible for any redesign as a result of structural shop drawing 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: 75' Front: N/A* Front: 25'
27. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor
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.
Side: 25' Side: N/A* Side: 5'
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
Rear: 25' Rear. N/A* Rear: 5'
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
borehole logs and report findings of foundation exploration to the engineer and VDOT for approval prior to constructing
8. For services that connect existing lines:
*No building proposed with this plan
should supersede the requirements in this note.
box. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Contrary to the Standard, where
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a. Frederick Water shall furnish and install:
I. all %"x'/.",'/.", 1", 1%" and 2" water services
28. Refer to Geotechnical Engineer for methods, materials and details for construction of all earthwork activities.
rock is encountered and cast-in-place box is proposed, the thickness of bedding shall be six (6) inches. Where soft,
ii. all sewer services.
No sign is being proposed with this project
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
b. The owner/developer shall:
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.
I. coordinate (or have the contractor coordinate) the location of the service lateral with Frederick Water's
No site lighting is being proposed with this project
receptacle shall be provided at the construction site.
engineering assistant.
31. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected in accordance
ii. submit an Application for Service and pay the required fees.
FAR Calculation: N/A
with state law. In the event gravesites are discovered during construction, the owner and engineer must be notified
9. All water service lines must have a backflow prevention assembly (double check valve or RPZ, as required). The
immediately.
assembly must meet ASSE standard number 1015 or 1013.
Parking Calculations: WA
32. Individual sign permits will be required from the Zoning Office for all free standing and/or facade signs prior to erecting the
sign and may require a separate building permit.
10. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required). The
ADA Spaces Required: WA
assembly shall meet ASSE standard number 1048 or 1047. Any privately owned fire line, interior or exterior, shall
Rev. No. Date
also have a fire service HP Protectus III meter. This assembly shall be installed immediately before the backflow
Parking Spaces Provided: WA
prevention unit. Radio read remotes are required.
m oalta sola
11. Frederick Water shall review the mechanical plan(s) for design and material approval of a building's:
ADA Spaces Provided: N/A
a. domestic water meter and its backflow prevention device, and/or its
b. Fire service line's water meter and backflow, prevention device.
Open Space Calculations: Required 25%= 8.99 Acres; Provided 48%= 17.41 Acres
H OF
12. DEQ must also approve sewer pump stations. Frederick Water requires a copy of DEQ's Certificate to
Landscape frees that are in conflict with the sidewalk shall be removed and replaced adjacent to the sidewalk with a tree of the
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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.
same type. There shall be no reduction in the number of landscape trees.
v RANDY L KEPLER
Lic. No. 32809
January 2019
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SSjONALyG
DATE: 08/14/2019
TRIP GENERATION DATA
SCALE: N/A
CLASS
USE
DWELLING UNITS
* TRIP RATE
VPD
FIRE MARSHAL'S NOTE
FREDERICK WATER PROJECT INFORMATION
DESIGNED BY: KAS
Fire lane markings and signage:
"No
WA
N/A
N/A
N/A
N/A
Calculation of demand/discharge
WATER AND SANITARY SEWER USAGE WATER DEMAND*Resid
FILE NO. 3015E
Any Parking" signs and yellow painted curb locations will be installed
by field inspection at the direction of the Fire Marshal's Office.
er
WATER DEMAND 00,000 GPD 'comemercial; 75 gpd perr11,000 slfn
SHEET 2 OF 14
SANITARY SEWER DISCHARGE Oy00 GPD *Industrial: 25 gpd @ 10 persons per acre
19-08
SEWER DISCHARGE
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* TAKEN FROM ITE TRIP GENERATION 9TH EDITION
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NOTES:
EX. ROOF t. .
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FILE NO. 3015E
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SCALE: 1" - 30'
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EROSION/SEDIMENT CONTROL LEGEND
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NO. KEY SYMBOL DESCRIPTION
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LIMITS OF CLEARING & GRADING
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CRITICAL AREA- DISTURBANVCE IN CRITICAL AREAS TO BE
KEPT TO A MINIMUM. ANY DISTURBED AREAS TO BE SEEDED,
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MULCHED AND TACKED IMMEDIATELY.
NOTES:
1. EXISTING BMP'S TO REMAIN PROTECTED FROM SEDIMENT AT ALL TIMES.
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DATE: 08/14/2019
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FILE NO. 3015L
SHEET 5 OF 14
SCALE: 1" = 30'
18-0$
EROSION AND SEDIMENT
CONTROL NARRATIVE
Description: The project development will consist of the construction of concrete sidewalks around
Building #1 and Security Drive. The property is zoned M1 and is located in Westview Business
Centre along Security Drive in Frederick County, Virginia. The total site area is 35.9611 acres, of
which approximately 0.51 acres will be disturbed for construction.
Date of construction: Construction will begin following plan approval and will take approximately one
(1) month to complete.
Existing site conditions: The site is currently developed, consisting of commercial office space,
parking lots and stormwater BMP's. Stormwater is collected by the storm sewer and BMPs onsite.
Adiacent areas: The site is bounded by commercial property to the north, east and west of same
zoning. Property zoned RA is to the south.
Offsite areas: No offsite areas will be impacted by this project.
12k The existing soil conditions were obtained from the NRCS Soils Survey. Refer to the soils map
this sheet.
Critical areas: No critical areas are identified with this project.
Erosion And Sediment Control Measures: Unless otherwise indicated, all vegetative and structural
erosion and sediment control measures shall be constructed and maintained according to the
minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook.
Structural Measures:
Phase I:
Install inlet protection (3.07) at storm drain inlets as shown on the plans to prevent sediment from
entering, accumulating in and being transferred through the storm drain system.
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 ll:
Phase I controls shall remain into Phase II for the duration of the project or until drainage area is
stabilized.
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.
Contractor to coordinate relocation of existing utilities as necessary.
Vegetative Measures:
Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days
after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied
within seven (7) days to denuded areas that may not be at final grade but will remain dormant for
longer than fourteen (14) days. Permanent soil stabilization shall be applied to all areas that are to
be left dormant for more than six (6) months.
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 (2:1) cut and fills slope which have been brought
to final grade and seeded to protect from rill and gully erosion.
Management Strategies
Construction shall be sequenced such that grading operations will begin and end as quickly as
possible.
The site superintendent shall be responsible for the installation and maintenance of all erosion
and sediment control measures. Maintenance of these measures project throughout the is
9
critical to the effectiveness of the program.
After areas above controls have been stabilized, the controls shall be cleaned up and
removed.
Electric power, telephone, storm, sanitary, water & gas supply trenches are to be compacted,
seeded and mulched within five (5) days after backfilling. No more than 500 feet are to be
open at any one time.
All cut and fill slopes are to be seeded and mulched within five (5) days of completion of
grading.
Drainage swales shall be stabilized with check dams until vegetation has been well
established at which time the check dams shall be removed.
Devices listed above are considered minimum erosion and sediment controls. Additional
control measures may be necessary due to contractor phasing or other unforeseen conditions.
It is the contractor's responsibility to provide additional measures to those shown, as needed,
in order to control erosion and contain sediment on site. All measures shall be installed
according to the standards and specifications in the Virginia Erosion and Sediment Control
Handbook.
Stormwater Management:
Stormwater runoff is being controlled by existing stormwater management facilities. See SWM
Note on sheet 8.
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 site with inspector.
2. Placement of sediment control devices.
3. Obtain inspector's approval prior to beginning grading operations.
4. Clear and grub main area of site protected by installed E&S controls.
5. Rough grade site area.
6. Final grading.
7. Restoration and stabilization of disturbed areas.
8. Remove erosion and sediment control measures with the approval of the inspector. .
Note: The Frederick County Public Works and Engineering Department retain the right to add
and/or modify these erosion and sediment control measures during the construction
process, within reason, to ensure adequate protection to the public and the
environment.
Seeding schedule (soil stabilization):
1. All permanent seeding shall be in accordance with section 3.31 & 3.32 of the VESCH.
2. Spread topsoil at a minimum depth of four (4) inches.
3. Incorporate pulverized agricultural limestone into the topsoil at a rate of 92 lbs. per 1,000
square feet (2 tons per acre).
4. Fertilize with 10-10-10 fertilizer at a rate of 23 lbs per 1,000 square feet (1,000 lbs per
acre).
5. Seed all areas with a seed mix consisting of 67% Kentucky 31 Tall Fescue and 33% Red
Top Clover.
6. Mulch all seeded areas with straw mulch applied at a rate of 3,500 lbs per acre anchored
with cutback or emulsified asphalt applied at a rate of 200 gallons per acre.
Dust control:
1. Temporary seeding shall be applied to all disturbed areas subject to little or no
construction traffic.
2. All haul roads and other heavy traffic routes shall be sprinkled with water until the surface
is wet and repeated as needed to control dust.
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 afterwork in the
watercourse is completed.
16. Underground utility lines shall be installed in accordance with the following standards in
addition to other applicable criteria:
a. No more than 500 linear feet of trench may be opened at one time.
b. Excavated material shall be placed on the uphill side of trenches.
c. Effluent from dewatering operations shall be filtered or passed through an approved
sediment trapping device, or both, and discharged in a manner that does not adversely
affect flowing streams or off-site property.
d. Material used for backfilling trenches shall be properly compacted in order to minimize
erosion and promote stabilization.
e. Restabilization shall be accomplished in accordance with this chapter.
f. Applicable safety requirements shall be complied with.
17. Where construction vehicle access routes intersect paved or public roads, provisions
shall be made to minimize the transport of sediment by vehicular tracking onto the paved
surface. Where sediment is transported onto a paved or public road surface, the road
surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed
from the roads by shoveling or sweeping and transported to a sediment control disposal
area. Street washing shall be allowed only after sediment is removed in this manner. This
provision shall apply to individual development lots as well as to larger land -disturbing
activities.
18. All temporary erosion and sediment control measures shall be removed within 30 days
after final site stabilization or after the temporary measures are no longer needed, unless
otherwise authorized by the VESCP authority. Trapped sediment and the disturbed soil
areas resulting from the disposition of temporary measures shall be permanently
stabilized to prevent further erosion and sedimentation.
19. Properties and waterways downstream from development sites shall be protected from
sediment deposition, erosion and damage due to increases in volume, velocity and peak
flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in
accordance with the following standards and criteria. Stream restoration and relocation
projects that incorporate natural channel design concepts are not man-made channels
and shall be exempt from any flow rate capacity and velocity requirements for natural or
man-made channels:
a. Concentrated stormwater runoff leaving a development site shall be discharged directly
into an adequate natural or man-made receiving channel, pipe or storm sewer system.
For those sites where runoff is discharged into a pipe or pipe system, downstream
stability analyses at the outfall of the pipe or pipe system shall be performed.
b. Adequacy of all channels and pipes shall be verified in the following manner:
(1) The applicant shall demonstrate that the total drainage area to the point of analysis
within the channel is one hundred times greater than the contributing drainage area of
the project in question; or
(2) (a) Natural channels shall be analyzed by the use of a two-year storm to verify that
stormwater will not overtop channel banks nor cause erosion of channel bed or banks.
(b) All previously constructed man-made channels shall be analyzed by the use of a
10 -year storm to verify that stormwater will not overtop its banks and by the use of
a two-year storm to demonstrate that stormwater will not cause erosion of channel
bed or banks; and
(c) Pipes and storm sewer systems shall be analyzed by the use of a 10 -year storm to
verify that stormwater will be contained within the pipe or system.
c. If existing natural receiving channels or previously constructed man-made channels or
pipes are not adequate, the applicant shall:
(1) Improve the channels to a condition where a 10 -year storm will not overtop the banks
and a two-year storm will not cause erosion to the channel, the bed, or the banks; or
(2) Improve the pipe or pipe system to a condition where the 10 -year storm is contained
Within the appurtenances;
(3) Develop a site design that will not cause the pre -development peak runoff rate from a
two-year storm to increase when runoff outfalls into a natural channel or will not cause
the pre -development peak runoff rate from a 10 -year storm to increase when runoff
outfalls into a man-made channel; or
(4) Provide a combination of channel improvement, stormwater detention or other
measures which is satisfactory to the VESCP authority to prevent downstream
erosion.
d. The applicant shall provide evidence of permission to make the improvements.
e. All hydrologic analyses shall be based on the existing watershed characteristics and the
ultimate development condition of the subject project.
f. If the applicant chooses an option that includes stormwater detention, he shall obtain
approval from the VESCP of a plan for maintenance of the detention facilities. The plan
shall set forth the maintenance requirements of the facility and the person responsible for
performing the maintenance.
g. Outfall from a detention facility shall be discharged to a receiving channel, and energy
dissipators shall be placed at the outfall of all detention facilities as necessary to provide
a stabilized transition from the facility to the receiving channel.
h. All on-site channels must be verified to be adequate.
1. Increased volumes of sheet flows that may rause erosion or sedimentation on adjacent
property shall be diverted to a stable outlet, adequate channel, pipe or pipe system, or to
a detention facility.
I. 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 nature[ or man-made
channels shall satisfy the flow rate capacity and velocity requirements for natural or
man-made channels if the practices are designed to (1) detain the water quality volume
and to release it over 48 hours; (ii) detain and release over a 24-hour period the expected
rainfall resulting from the one year, 24-hour storm; and (iii) reduce the allowable peak
flow rate resulting from the 1.5, 2, and 10 -year, 24-hour storms to a level that is less than
or equal to the peak flow rate from the site assuming it was in a good forested condition,
achieved through multiplication of the forested peak flow rate by a reduction factor that is
equal to the runoff volume from the site when it was in a good forested condition divided
by the runoff volume from the site in its proposed condition, and shall be exempt from
any flow rate capacity and velocity requirements for natural or man-made channels as
defined in any regulations promulgated pursuant to § 62.1-44.15:54 or 62.1-44.1565 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 (§
62.1-44.15:24 at seq. of the Code of Virginia) and attendant regulations, unless such
land -disturbing activities are in accordance with 9VAC25-870-48 of the Virginia
Stormwater Management Program (VSMP) Regulation or are exempt pursuant to
subdivision C 7 of § 62.1-44.15:34 of the Act.
n. Compliance with the water quantity minimum standards set out in 9VAC25-870-66 of the
Virginia Stormwater Management Program (VSMP) Regulation shall be deemed to
satisfy the requirements of this subdivision 19.
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DATE: 08/14/2019
SCALE: AS SHOWN
DESIGNED BY: KAS
FILE NO. 3015L
SHEET 6 OF 14
=21
GRAVEL AND WIRE MESH GRAVEL CURB INLET SEDIMENT
TABLE 3.31-B
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GRAVEL (12"MIN. DEPTH) Planting Dates Species (lbs./acre)
RUNOFF WATER \
WITH SEDIMENT
.. ... ..-..�..^»J
� • Sept. 1 -Feb. IS 50/50 Mix of
- p .. Annual Ryegrass
(Lollum multi-florum)
�o & 50 - 100
dq
e GRAVEL RLTER' 12" Cereal (Winter) Rye
u
�.,..L 'I\� RUNOFF WATER WIRE MESH (Seca[ cereale)
,
�i
SEDI� `WIRE MESH FILTERED WATER
Q 2 LH.I
FILTERED
WATER ..a :. Feb. 16 - Apr. 30 Anual Ryegrass 60 - 100
CG
' (Loliium multi-florum)
64Z W ,•
Wz
LU CD
IT
May 1 -Aug, 31 German Millet 50
IX H
SPECIFIC APPLICATION SEDIMENT (Setarla Italica)
I w W
CONCRETE GUTTER 12" `
V
CURB INLET
THIS METHOD OF INLET PROTECTION IS APPLICABLE
WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED,
BUT NOT WHERE PONDING AROUND THE STRUCTURE
MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE SPECIFIC APPLICATION Seeding
TO ADJACENT STRUCTURES AND UNPROTECTED AREAS.
THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS Seed shall be even[ applied with a broadcast seeder, drill,
Y pP
WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT T LY TO CAUSE
INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED cultipacker seeder or hydroseeder. Small grains shall be
• GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AREAS. planted no more than one Inch deep. Grasses and Legumes
AGGREGATE. shall be planted with no less than 1/4' soil cover.
• GRAVEL SHALL BE VDOT #S, #357 OR 5 COARSE AGGREGATE.
SOURCE: VA DSWC PLATE. 3.07-2 SOURCE: VA. DSWC PLATE 3.07-6
CURB INLET PROTECTION BLOCK & GRAVEL CURB INLET
TABLE 3.32-C
WITH 2—INCH X 4—INCH SEDIMENT FILTER SITE SPECIFIC PERMANENT SEEDING MIXTURES
FOR APPALACHIAN/MOUNTAIN AREA
WOODEN WEIR Total Lbs.
Minimum Care Lawn Per Acre
CURB MlIET
--
'—' - Commercial or Residential 200-250 lbs.
f 11
GRAVEL 6''NA%xWJM•SPWING - Kentucky 31 or Turf -Type Tall Fescue 90-100%
v
_
mACDrs O - Improved Perennial Ryegrass x
r x r uxxwRs — - Kentucky Bluegrass 0-107.
'e
MEROENLY OYERFlIYW
�. High -Maintenance Lawn
Z
.
Minimum of three (3) up to five (5) varieties of
O
—� bluegrass from approved list for use In Virginia. 125 lbs.
U
PERSPECTIVE VIEW General Slope (311 or less)
' WIRE SCRRN CONCRETE BLOCK
1 1 1
W V_
.GRPYEL FlLTFA - Kentucky 31 Fescue 128 lbs,
`. , �� - Red Top Grass 2 lbs.
- Seasonal Nurse Cropxx 20 lbs,
�;
z•xa•wnR��.
. .. ISD lbs
t Y Q
z• x N• BPACm RurmTT O,ggmpW Low -Maintenance Slope (Steeper than 311)
swG Bac aR WATm WITH DL1ERm wATm P P
WLCHT SEDIMENT
J
2' MINIMUM LENGTH .,LTEANhTE
OF z• x .• CVVV1 _ - Kentucky 31 Fescue 1 lbs.
J Q Z
—
'� '•�"`: '< -Red To 2 Grass 2 tbs.—
z• x s• wnR —= '.;..: - - Seasonal Nurse Cropww 20lbs.
• " "-w . ...... .. .. .: ::..... - Crownvetch xxx 20 lbs.
LO
W
GWM
SIDE ELEVATION sm1NLTO ��" 150 lbs
•
S\
in � U
r x a• sPxcEa WILE SCREEN . x Perennial Ryegrass will germinate faster and at lower SOIL
< Q
WIRE NKSH r x s• "OO SND l�• CURS INLET temperatures than fescue, thereby providing cover and erosion
LU
W
resistance for seedbed,
+••'�'
} W LU
LU
SPECIAL APPLICATION xx Use seasonal nurse crop In accordance with seeding dates as
N W W
Z
SPECIFIC APPLICATION T0� stated below,
PIPE 11 March, April through May 15th Annual Rye
W LL
THIS METHOD OF INLET PROTECTION IS APPLICABLE May 16th through August 15th FOxtnil Millet
Q
TO CURB INLETS WHERE A STURDY, COMPACT INSTALLATION Il THIS METHOD OF INLET PROTECTION 13 APPLICABLE AT August 16th through Sept.,Dct. Annual Rye
IS DESIRED. EMERGENCY OVERFLOW CAPABILITIES ARE
Q 7 =
MINIMAL, SO EXPECT SIGNIFICANT PONDING WITH THIS CORE INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY November through February Winter Rye
On
MEASURE. TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE.
W w
'GRAVEL SHALL BE VDOT COARSE AGGREGATE • GRAVEL SHALL BE VDOT #3, #357 OR #6 COARSE AGGREGATE xxx If Flatpea Is used, Increase to 30 lbs./acre. ALL Legume seed
LL
#3, #357 OR #5 must be properly inoculated. Weeping Lovegrass may also be
Included In any slope or low-malntance mixtures during warmer
SOURCE: VA. DSWC PLATE 3.07-8 seeding periods/ add 10-20 lbs/acre in mixes.
SOURCE: USDA SCS PLATE 3.07-7
Z
Rev. No. Date
H °Fv
r
c) RA Y L PLER a
LIC. No. 328°9
�s l—c[r—�T9ti
`o' cs
`STOMAL
DATE: 08/14/2019
SCALE: WA
DESIGNED BY: KAS
FILE NO. 3015L
SHEET 7 OF 14
19-08
NOTES:
1. CROSSWALKS AND PARKING SPACES SHALL BE TYPE A CLASS I WHITE PAVEMENT MARKING.
\ PARKING SPACE MARKINGS SHALL HAVE 4" WIDTH CROSSWALK LONGITUDINAL LINES SHOULD
BE 12 TO 24 INCHES WIDE AND SEPARATED BY GAPS OF 12 TO 60 INCHES. THE DESIGN OF THE
o m
N y N s
\/X/\\\
�k\ ` \ \ \ \� \ 1 ` \\ !\ LINES SHOULD AVOID THE WHEEL PATHS IF POSSIBLE, AND THE GAP BETWEEN THE LINES
SHOULD NOT EXCEED 2.5 TIMES THE WIDTH OF THE LONGITUDINAL LINES.
\ 2. CROSSWALK SYMBOLS SHOWN ON THE PLAN ARE TO SHOW THE LOCATION OF THE PROPOSED
_ m
= m n m
CROSSWALKS. CROSSWALK MARKINGS ARE TO BE LONGITUDINAL WITH THE FLOW O TRAFFIC
F
AND MATCH THE EXISTING CROSSWALK MARKINGS ON THE NFCU CAMPUS.
"C2"
o
a
°1 a
3. PROPOSED CANOPY LOCATED WITHIN A FREDERICK WATER EASEMENT SHALL NOT BE
CONSTRUCTED WITHOUT AN APPROVED MAINTENANCE AGREEMENT, BETWEEN NFCU AND
\ \ 4 RELOCATE ® s 1 \ FREDERICK WATER, TO ALLOW CONSTRUCTION OF THIS STRUCTURE.
PARKING SIGNS
~
\ \ \ \ SWM NOTES:
PROP. SEATING %� �s 1 \2 1. THIS SITE IS TREATED BY EXISTING ONSITE SWM BMP'S. SOME OF THE GREEN SPACE HAS
WALLECG-128 \ BEEN INCREASED AND THE IMPERVIOUS AREA HAS BEEN REDUCED WITH THE PROPOSED
- RELOCATE
\ \ \ \ \\ \ a{yV1 W CG -128';1 \ _; PARKING SIGNS \ 1 �, IMPROVEMENTS. SINCE THE EXISTING DRAINAGE PATTERNS HAVE BEEN MAINTAINED AND
THERE IS A REDUCTION IN IMPERVIOUS AREA NO ADDITIONAL SWM COMPUTATIONS HAVE BEEN
�\ �j z
PERFORMED. THE PREVIOUS NFCU PARKING GARAGE & BUILDING 3 SWM REPORT IS STILL
'12AP, \ \ M_\, 11 N VALID FOR THE NFCU CAMPUS.
°• 5 r1,
, A.. 7 w e
1
/ " \ I �.\ THE EXISTING IMPERVIOUS AREA INSIDE THE LOD WAS 11,859 SF. PROPOSED IMPERVIOUS
\ L \ \ \ \ \ \ \ R . 1 \ \ \,RES IS 11,807 SF. THE IMPERVIOUS AREA IS REDUCED WITH THE PROPOSED CHANG
\ 4 \ PLACE CURB & ES.
V A
\ \ \\ \ \ \ \ \UTTER WITH
WH�LDEXEP"t^
L
W z ;
a
w uj
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BUILDING FACADE
RENOVATION, SEE
ARCHITECTURAL
1 I
/ \ \ •/.'
\\ \\ 1 PLANS
OP SIDEWALK
/PROPOSED -BUILDING
CA OP1T; EES ,\
��—_
6X6 \/ Rf�ITED\ RAL PLANS q '•(� \ \ \
CROP.
-682 / �' moo' \c I ,(�, \/ � \,'. ` :•:-�o.:.
PROP. COVERED WALKWAY CANOPY,
°
SEE ARCHITECTURAL PLANS
' t /�M u\ s RELOCATE VISITOR
J �'\ •: \
,� // �/ PARKING/
ggL / \\1\•��\
(ri
25 k/M— � / � � EX. BUILDING I ' v
i�ROP. EATING m
Z
\ RELOCATE VISITOR F
PARKING SIGNSLLJ
O
TING LL ` PROP. SIDEWALK
VJF�
\ I \
<
\ PROP. RIVER ROCK.
\.\ SLIMITS OF DISTURBANCE \� ` LANDSCAPINGWNTH ' 1 f 670\\
• ( \ 1 \ 4 EDGE DELINEATOR
`� \ I \ 1 OP/SET ING WALL
❑
J J F
z
\ \
PROP. SIDEWALK
PROf\. SEATING PROP. COVERED WALKWAY CANOPY, ` / "' /� ,� �% / / \� \
'' e I,w i / C
!,
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- \ i.. � /1 \ ` l \\
SEE ARCHITECTURAL PLANS / . a 9
\\
\ ` \\�_\\� \
F- �( <
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` / °- / i� + /� \ \ \ /
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i 3 \ \ \ \ \ s W i \ / '� �I'R�P. G-1 / �E \ / / / \ I \ _ \ /
` PROP.B'r'/ ��.e", I — / \ \ \___
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e 11 �/ / \ ,, ,-._
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LIMITS\ F ` / / 1d P. CG PR
DISTURBANCE \ I�'\
\ \ I \ PARKING GARAGE 'F \ +a %I PROP. SID WAaLK I \ \ I �\\ .I r I I I
AND BUILDING #3 i LTi POP. UR I
�E NOTE 3 SHEET & \ �/ `•�` \ � 7. � � � � ' �
PROP. COVERED WAL CAN PY 5� / D( 1 a I l \
•G
PBAR S�EARCHITECTU L N PR P.C�i--126 SR '6R / I
ROP CROSS ALK �� I
�1 \1�11I11
ROP. CG -128 III I 1 I 1 II V I I \
ROP L 1 L IT OF ❑IST (2BANCE I rn
ISM\ c /
RKI G \ARAGE AND II I I I I / \ I o I I I \
ED Ni L A Y \ BUIIDIN #3 ISI III I I 1 1 I . \
� PROP. CURB 1 -I
/ I I ` I I
\ \\ TE URAL J. � I I I I 1 I I I
Rev. No.
Date
m
o�tenma
�v PR P.sl E L
/ \ — — — — u I yI I� F IJ� 1 I I I
/
2
I1
/ `
B
PRO ..OGS -12B I DISTURBANCE
\ � � � I I � I � 1 1 1
DISTURBANCE I{P . J I I.
PARKING GARAGE
/ / �� ,-✓...`'., \ / \� ° '� \ \ r� \ \T \ \ 1/ ,, • �j \,: / % J I AND BUILDING #3
//
Lic. N0.32809
/
�A
DATE: 08/14/2019
oilI i I lid i 11. 1 11 \ 1\
SCALE: 1"=30'
\ \ y o II o
F % I -
�ss.\ / F I I I I4 I I
DESIGNED BY. KAS
FILE NO. 3015L
/ l I l I 3 115 0 30 60
SCALE: 1" = 30'
SHEET 8 OF 14
19-08
NOTES:
1` r 1.
REFERENCE ARCHITECTURAL PLANS FOR ROOF DRAIN DEMOLITION
AND PROPOSED ROOF DRAINS
E
2.
c
INSTALL CAST IRON OR EQUIVALENT METAL COVER ON CLEANOUTS
LOCATED IN THE SIDEWALK
N N
_ O1
EX ROOF
\ LEADER
1 \, 3.
1
PROPOSED CANOPY "C2' LOCATED WITHIN A FREDERICK WATER
EASEMENT SHALL NOT BE CONSTRUCTED WITHOUT AN APPROVED
9 E
`
1
MAINTENANCE AGREEMENT, BETWEEN NFCU AND FREDERICK WATER,
t6 c -- rn
0
m
EX SAN. SEW.
IAT. C/0
TO ALLOW CONSTRUCTION OF THIS STRUCTURE.
OOF
. ROOF
,
' `
/
��-+•
LXER
.� ..,.•
a 1
\
\\ ..aa\\ \\, \ �
EX STM MH
\ \ o\T \ TOP=679.39
12'PVC ROOF DRAIN IN
VVV
\ \ \ \ \ 24" RCP IN = 668.89
-1 \ \
/ 1
=671.92 E
//
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Lu Z
W o
\ \
24" RCP OUT = 668.51
�EX ROOF
LEADER
X. ROOF
kC \ \ y m FADER
n \
o'
PROP. ROOF DRAINS
\ \ \ \\ �. ::.: 3 •/ \ \� '.w ..
\ 1 '.
TO TIE TO EX. ROOF
a \ Q
\ \\
• , EX SEW. LEADER DRAINS
\ CIDSTM C/O (TYP.) \ - • • L EX ROOF
1 \ \ \ \\ �\ �.4 ... LEADER EX ROOF LEADER TO BE
\
EX. ROOF REPLACED WITH PROPOSED
LEADER STORM FOR PROP. ROOF DRAINS
INV=676.82
16 LF -12" PVC SDR-35 ROOF DRAIN—
i�' 1 F r
PROPOSED STORM FOR ROOF \
DRAINS TO REPLACE EX STORM \\\ .41
INV=676.89
• L // M\_ .- \ - 12' PVC SDR-35 ROOF DRAIN
18 LF 1
25 BR / /M \\\\ / / / i\ s \ °
INV =676.34 J 1'1
\ / 1
75 LF-12" PVC SDR-35 ROOF DRAINEX. ROO \
LEADER F \� a \I1
TIE EX ROOF LEADER TO PROPOSED STORM EX. BUILDING 1
FOR COVERED WALKWAY DOWNSPOUTS
\
PROPOSED STORM FOR COVERED
WALKWAY DOWNSPOUTS
\
� �
INV-67410
\ I\ EX STM.
\°.�
EX SAN. A, �U' \ 1
SEW. LAT TIE EX ROOF LEADER TO PROPOSED STORM \jjj,,, \ 1
FOR COVERED WALKWAY DOWNSPOUTS ('\ 11
EX. ROOF "p � yp I '11 n" 1
F
W Q U
n/ �
Q
5 BRL LIMITS OFR\ NCE
\ y� ��S'e\^ \ \7 1
31 LF 12" SDR-35 ROOF DRAIN,
LEADER ° I
EX STM MH (TOP=676.22) 11
IN=670.57
Z J J
0 Q
>}
i--
\
1 /,\ 45° BEND
12PVC ROOF DRAIN
24" RCP IN = 667.11 / /
Q
U Q
Z
18 LF -12' PVC SDR-35 ROOF DRAIN'
,45° BEND (INV 670.77)
'�-�,,
24" RCP OUT = 666.61 fX. FREDERICK
45° BEND WATER ESMN7
INV -67199
5 LF-12' PVC SDR-35 ROOF DRAIN
INV=670.87
3 LF 12 PVC SDR-35 ROOF DRAIN
M
14 LF-12" PVC SDR-35 ROOF DRAIN / /
INV.=672.50 /E
8 LF -12" PVC SDR-35 ROOF DRAIN / �\ / 1
EX. ROOF LEADER \ l
F 06 Q
�
Of
W
\
\ PROPOSED STORM FOR ROOF 1
1 \ DRAINS AND DOWNSPOUTS TO TIE 'INV.=670.57
\ "d° \ \ �\ \ \ �\ TO EXISTING STORM STRUCTURE
„a'' ' E� a
w' / \
TIE EX ROOF LEADER TO PROPOSED STORM i / _
FOR COVERED WALKWAY DOWNSPOUTS A' �E�' -'
/w
�I�
W
W
0
W
/
�\ • \\ `\� 11 LF-12" PVC SDR-35 ROOF DRAIINVN
INV.=872.88 �� / �W� ' i ' 1
/ I / �@ 1
/'
/
w
I—
°..�� \\,`n \ 45°BEND
�33 LF -12" PVC SDR-35 ROOF DRAIN
\ y� 1\ ` p \
3 INV= 24\� `*
i` > PROPOSED STORM FOR COVERED - w/ �E # I �� �"\., `
/ -/ /
w w U
/
1
°
�� \✓ \\ �`\` ,, \ `-�\\
\ 1 \ \ \ EX FREDERICK 1 \ •
WALKWAY DOWNSPOUTS E� I EX
I i \ I
\ 1 22 LF-12"PVC SDR-35 ROOF DRAINEX ELEC�YI
+ •� STM C/0 (fYP.) / EPX LLIGHy�
i 'sem
/
\) \ 45' BEND
\ WATER ESMN'T 11 \ \ 1 . -
\�.. \; \
, E'
,. 'w ' �1
E \\ ER ELEC. BOX
\�
�' EX STORAA
EX. BUILDING 2 \.\�\ \ \ ��, �� EWER `� \ \
/Lf
1 w' 1 INV=673.04
E' \
F
1
Q
JIEXWATER LIE <
DISTURBLIMITS
CE \
\ ' .. r / N4 gG:. UN POdE (TYP.)
L
` 'C2
DISTURBANCE IMITS OF Rot. CANOPY ' \ EE�OTE 3.
PARKING GARAGE _
AND BUILDING #3 spaj��� J TOP-671.67
F ,. - M.P. COLUMN (TYP.) I ••• �I I I I'i ' � � '.\\
1
24" RCP IN =664.62
56" RCP IN = 664.23
-EX STORM I " RCP = 66.;82 .t,,
V � V • � �; �/ / SEWER I
\ EX.\ LIGHT. .\. .. EX L b,
A - A .. e (POLE (EYP.) � POLE (TYP,
/ w✓ /\ r / oT�,_ .L
4 -
I \
PROP. DOWNSPOUTS
\ \'� _ TO DAYLIGHT
O SAN. SEW.
FORCE MAIN
�Ii ��
1
1,
ab
/�� /// /T �.G/ --
`E
\ OF ST BA E
"\,\♦ 1y 1 PPE RO D P RKI GAI AG AND ` I
11�
V'
Rev. No. Date
/ \
X. STORM
SEWER
PROP. 4
DIN #3
C
,PROP. DOWNSPOUTS I,
MU lC4 NS I I
TO_DAYLIGHT 1 `
\t i EXJG4I
\--�.
1\ 1 !
1
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COLUMN
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\
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EX. ELEC. BOX' III I
\\ \ .:
\ � ° LIMITS OF
I
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�
EX STM INLET
TOP=667.81 �.
48"RCP IN -660.99 d\ \ t�
°
fX: ORM\ \
E \ _DISTURBANCEI
SEWER \ \ I \\\///
r
s �y ,o�G,'\/ �-
Lr s _ g� PARKING GARAGE
\ \ -� \ �r / \ \ / _ �. `' AND BUILDING
� � `vi �L I
\
I e
II 1
I
' I �
ro Lic. No. 32809
,�
0 ,�—Dc.T-ZD)9
s c�
S
24" ADS IN - 860.82
48"" RCP
Xllv_8' o 1 i
EX.
I III
NAL
DATE: 08/14/2019
EX. SAN.
��
SEW LAT ' :
A �� F
I v
SCALE: 1"=30'
-- — _,
/
30 1 30
DESIGNED BY: KAS
FILE NO. 3015E
�\
\
ANA. ''
0 60
APPROX. LOC EX
VA� t s +.-"/'� An. I I
11 S.
SCALE: 1° = 30'
SHEET 9 OF 94
19-08
NOTES:o
1. TREES AND EASEMENTS NOT SHOWN FOR CLARITY.
E
2. CANOPY OF COVERED WALKWAY NOT SHOWN IN ORDER TO CLEARLY SHOW SIDEWALK SPOT
SHOTS.
m rn c
= Q, Q m
LEGEND
1
CG -12 RAMP NUMBER SEE DETAIL SHEET 13
®
<<_vLL
CONTRACTOR TO ENSURE
POSITIVE DRAINAGE
\ 1
1•:\' /O, I\ \\
MATCH�.: `• \l I`
q
-603\ \ //
CONTRACTOR TO ENSURE / \ / M_ - I(
- \ \
POSITIVE DRAINAGELu
ti
Z
xc\ 1�.. \`\ y N xTc, ao
\ \ T&%AATCH °- 0`s sop EE `
EX CUR mss'.
/ � >_ .- \ \ , \\I II \ , \ � \� \ 60gX EP °kAO�a:: Si /d• r�; , \ \
? xoW:.
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\\111 (�/ �m\ m\ 1 ` I\
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. 79w \\\
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EX BUILDING 1 ,
LL1'xEp
77gw>LIMBS
77vVI—J
670 \ \
OOF DISTURBANCE y7y,N 77g'w I1 / 17,077'i
z
AA76L ,,pp®®
Q v Q Z
76g°w MEET&MATCH_ '.. \� / ` • �� °`/ �/ / / / )
w w EX CURB / 4 ,M MEET,&iv1ATD / / / / /
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7aE%EPI
/ DISTURBANCE ET & TCH 9 3 PROP. FJCPOSED 731%
\\° / PARKING GARAGE \ �/` \ \ FX O�1R6 a ' a BACK OF CUR AT EP
AND BUILDING #3 / � 74 x P SID AL I7 I I MEET
\ E, 41nE EX CUR
\
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\ / / \\ J 7211E R10 EX CURB I I 1 I I
i 711 ev � .
11 1 I
Rev. No.
Date
T OFG
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DATE: 08/14/2019
SCALE: 1"=30'
DESIGNED BY: KAS
FILE NO. 3015E
3� 5 \,0 30 60
1 v �
SHEET 10 OF 14
SCALE: 1" = 30'
19-08
Frederick County, VA
Local ordinance referenced from ham;//ecodezbo.com/8�osQao
§90-4 General requirements
The following requirements shall apply to all conatrudon or lead development activities in areas of the County to
Which this article applies:
A. Means of access for Hire Department apparatus.
(r) The mesas of access for pine Department apparatus and permmet shag consist of fire lane, private
sheets streats, parkmg lml...... bination thereof.
.
z Parki in an means placenta shall not permitted within fat of a fires hydrant, inkler or
() ng y Pe u r sprinkler
Standpipe correction or in any other manner whioln will obstructor interfere with the Fire Department's
use ofthe hydrant or conduction.
(3) "No parking" signs or another designation indicating that parking i5 prohibited shag be provided at all
normal and emergency, aaess points to structures and within IS; feet of each fire hydrant, sprinkler or
standpipeconn on.
E. Firclanes.
(r) The Fre Marshal or his/her designated representative, in concert with the local volunteer fire company,
may designate both public and private fin lana as required for the efficient and effective use of the
apparatus. Said fire lanes shall be marked w a matter prescribed by the Etre Marshal or his/her
designated representative. Parking In a designated fin lane shall be controlled by Chapter ISS. Vehicles
and Traffic, of the Frederick Can my Cade.
(2) Fim lanes shall be at least 20 fat in width, with the rad edge closest to the Intendre at least to fat from
the stmctum, be constructed of ahard all-weather surface adequately designed to support any fire
apparatus likely to be operated in such fi rebels or be of subsurface construction designed to support the
same loads as the above surfaces avd be covered with no mom tban three inches of soil or sod, or both,
and be designed with rade of sufficient length to allow for safe turning by any fire apparatus likely to be
Operated on such fire lane.
(3) Fre lanes connecting to public streets, roadways or private streets Shall be provided with orb cut
extending at least two fat beyond each edge of the fire lane.
(4) Chains or other barriers; may he provided at the entrance to fire lanes or private streets, provided that
they am installed aaurding to the requirement of the Authority Having Jurisdiction,
C. Parking lot faces.
Parking lot lanes shall have a minimum of IS fat clear width between man ofpacked vehicles for
vehicular access and movement.
D. 1,wandon ofsDmctures.
(s) At least three perimeter walls of all industrial, commercial, public or semipublic or residential Structures
with three or more dwelling units Per structure shall be whbin we East of a strew, fire lane, or private
.treat.
(2) Structures exceeding 30 feet in height shall not be set back more than 5D feet from a meet, fire lane or
private street.
(3) When any combination of private fire -protection facilities, including but not limited to fire-mansfive
roofs, fire separation walls, space separation and automatic fire -extinguishing systems, is provided, and
Approved by the Fre Marshal or his/her designated cepreambefive as an acceptable alternative,
Subacems. D(2) shall not apply.
(4) The Fire Marshal or designated representative may, in concert with the local volunteer fire
mom vire at trust two means of.. for fires law he allmmmeml ad inihamul
Pa Y; req PPs
aWetures.
Two access Ways meet the menti of SubsedonB
y regmre (3).
Tandem, in or other obstructions Shall not laced around structures or rants in a manner so as to
57 P 6 P d
impair or impede accessibility for fire-fghtingand rescue opemtlons.
E. Water supply.
(Q Water supply systems shall be designed so as to be mpable of supplying m least x,000 gallons per minute
at am pounds per square inch. Water supplies shall be made available and operstic nal before
combuadbles are on site during Construction.
(1) In areas dewlopd with single-family delachd or duplex dwelling units, there shall be a fire hydrant
within 400 fat of all units. in areas developed with three to five dwelling units par structure, there shall
be a hydrant within Sun feet of all unite. In areos developd with six or more dwelling units per
structure, there shall be at least two hydrants within 300 fast of all unit. in areas developed with
indueowl or commercial development(s), there shall be a hydrant within Sao that of all portions of any
structure. Where one hydrant is dedicated to the Warier of a stavdpip ,aftn, there aball be at least
one other hydrant mating the distance requiremems Set forth above. The hydrant dedicated mthe
Operation of the smndpdpe system Shall not be farther than So feet from the standpipe. iasmnce
measurement under this section shall be along center -line roadway Surfaces or along surfaces meeting
the requirements of a fire lane (designated or undesignated) where appropriate, but in all masa access to
each hydrant shall be directly from a roadway and/or fire lane.
(3) Fire hydrant shall be marked in accordance with the Frederick County Sanitation Authoritypoliey.
(4) Fire hydrznle located in parking areas shall be Prorated by barriers that will prevent physical damage
fromw:hicles.
(5) Pim hydrants shall be located within three feet of the orb line of fire lanes, streets or private street
when installed along Such access ways.
(6) Fre hydrants shall be installed in amordanms with the standards of the Frederick County Sanitation
Authority.
(7) Threade on fire hydrant oudet shall conform to Frederick County Sanitation Authority policy.
(8) Fine hydrants Shall be Supplied by not less than asi -inch diameter main.
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Guidelines referenced from the
2012 Frederick County Fire Prevention Code
APPENDIX D FIRE APPARATUS ACCESS ROADS
SECTION 0301 GENERAL
DI01.1 Scope
Fire apparatus aaess roads shall be in aaordance with this appendix and all other applicable requirements of the
International Fire Code.
SECTION DIO2 REQUIRED ACCESS
D102.1 Access and loading
Facilities or p
buildingsonions of buildings constructed shall be to fire departmentapparatus b
g pc
way of an approved fire apparatus access road with an asphalt concrete or other approved driving surfce acapable of
supporting the imposed load of fire apparatus weighing at least 75,000 pounds (34 050 M).
SECTION D303 MINIMUM SPECIFICATIONS
DI08.1 Access road width with a hydrant
Where a fire hydrant is located on a fire apparatus =ass road, the minimum road width shall be 26 feet (7925 mm),
exclusive of shoulders (see Figure D103.1).
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D103.2 Grade
r4 Fire apparatus aaess roads shall not exceed 30 percent in grade.
e Exception: Grades steeper than 10 percent as approvd by the fire chief.
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Guidelines referenced from the
2012 Frederick County Fire Prevention Code
APPENDIX D FIRE APPARATUS ACCESS ROADS
D103.31rundogradius
The minimum turning radius shall be determined by the fire code official.
D303A Dead ends
Deadend fire apparatus access roads in excess of 150 feet (45 720 mm) shall be provided with width and turnaround
provisions in accordance with Table 0103.4.
TABLE OIAa4 REm11REMEMS FOR DEAD-END FIRE APPARATUS ACCESS ROADS
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SNOW approval required
Ore, 750
D103.5 Fire apparatus access road gates
Gates searing the fire apparatus access roads shall comply with all of the following criteria:
1. The minimum gate width shall be 20 feet (6096 mm).
2. Gates shall be ofthe swinging or sliding type.
3. Construction of gates shall be of materials that allow manual operation by one person.
4. Gate components shall be maimained in an operative condition at all times and replaced or repaired when defective.
5. Electric gates shall be equipped with a team of opening the gate by fire department personnel for emergency access.
Emergency opening desires shall be approved by the fire code official.
6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being
opened by means of forcible entry tads sur when a key box containing the keyy) to the lock is installed at the gate
location.
T Locking desire specifications shall be submitted for approval by the fire code official.
S. Electric gate operators, where provided, shall be listed in aaordance with uL 325.
9. Gates intended for automatic operation shall be designed, constructed and installed to comply with the requirements
of ASTM 12200.
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SCALE: 1" = 50'
Guidelines referenced from the
2012 Frederick County Fire Prevention Code
APPENDIX D FIRE APPARATUS ACCESS ROADS is
D103.6 Signs
Where required by the fire code official, fire apparatus access mads shall be marked with permanent NO PARKING -FIRE
LANE signs complying with Figure D303.6. Signs shall have a minimum dimension of 32 inches (305 mm) wide by 1g
inches 1457 mm) high and have red letters on a white reflective background. Signs And be posted on one or both sides
of the fire apparatus road as required by Section D103.6.1 or D303.5.2.
SIGN TYPE"A` SIGN TYPE "C" SIGN TYPE "D" SIGN TYPE MODIFIED 'C'
PANNING PANNING PAIWNG T PAN MING T
6• 8
FIRE LAME FlNE LANE FIRE LANE FlRE LANE
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GIfi11Ri mm 6 LIRF L.Na SIGNS
D103.6.1 Roads Wto 26 feet In width
Fire lane signs as speti ied in Section D103.6 shall be posted on both sides of fire apparatus access roads that are 20 to
26 feet wide (6036 to 7925 mmh
D103.6.2 Roads more than 26 feet Ln width
Fire lane signs as specified in Section Dgm.6 shall be ported on one side of fire apparatus access roads mare than 26
feet wide (7925 mm) and Was than 32 feet wide (9754 mm).
SECTION DIU COMMERCIAL AND INDUSTRIAL DEVELOPMENTS
D304.1 Buildings exceeding three stories or 30 feet In height
Buildings or facilities exceeding 30 feet (9146 mm) or three stories In height shall have at least two means of fire
apparatus aaess for each structure.
13104.2 Buildings exceeding 61,000 square fat In area
Buildings or facilities having a gross building area of more than 62,000 square feet (5760 m2) shall be provided with two
separate and approved fire apparatus access roads.
Exception: Projects having a gross building area of up to 124,000 square fat (11520 m2) that have a single approved
fire apparatus access road when all buildings are equipped throughout with approved automatic sprinkler systems.
Guidelines referenced from the
2012 Frederick County Fire Prevention Code
APPENDIX D FIRE APPARATUS ACCESS ROADS is
D104.3 Remoteness
Where two fire apparatus access roads are required, they shall be placed a distance apart equal to not less than one halt
of the length of the maximum overall diagonal dimension of the lot or area to be sensed, measured in a straight line
between accesses.
D105.1 Where required
Where the vertical distance between the grade plane and the highest roof surface exceeds 30 feel (9144 mm), approved
aerial fire apparatus access roads shall be provided. For purposes athis section, the highest roof surface shall be
determined by measurement to the ease of a pitched roof, the intersection ofthe roof to the exterior wall, or the top of
parapet walls, whichever is greater.
D30.5.2 Width
Aerial the apparatus access roads shall have a minimum unobstructed width of 26 feet (7925 mmh exclusive of
shoulders, in the immediate vicinity of the building or portion thereof.
D1O5 3 Proximity to building
At least one of the required access routes meeting this condition shall be located within a minimum of 15 feet (4572
mm) and a maximum of 30 feet (9144 mm) from the buildin& and shall be positioned parallel m one entire side of the
building. The side of the building on which the aerial fire apparatus access road Is positioned shall be approved by the
fire code ofBdal.
0105.401strucdans
Overhead utility and power lines shall not be located over the aerial fire apparatus access road or between the aerial the
apparatus road and the building. Other obstructions shall be permitted to be placed with the approval of the fire code
official.
D306.1 Projects having more than Ira dwelling units
Multiple -family residential projects having more than 100 dwelling units shall be equipped throughout with two
separate and approved fire apparatus access roads.
Exception: Projects having up to 20) dwelling units may have a single approved fire apparatus access road when all
buildings, including nonresidential occupancies, are equipped throughout with approved automatic Sprinkler systems
installed in accordance with Section 903 3 I 1 or 903.3.1.2.
Guidelines referenced from the
2012 Frederick County Fire Prevention Code x
APPENDIX D FIRE APPARATUS ACCESS ROADS
DIM -2 anions having more Man 200 dwelling units
Multiple -family residential pmietts having more than 200 dwelling units shall be provided with two separate and
approved fire appara n, isress roads regardless of whether they are equipped with an approved automatic sprinkler
system.
D107.1 One- or two-family dwelling residential develo menta
Developments of one ortwo-family dwellings where the number of dwelling units exceeds 30shall be provided with
two separate and approved fire apparatus access roads, and shall meet the rrmmrdrr nts of Section D104.3.
futupti dna
1. Where there are more than 30 dwelling units on a Single public or private fire apparatus access mad and all dwell ng
units are equipped throughout with an approved automatic sprinkler system in accordance with 5ettlon 903 3.1.1,
903.3.1.2 or 903 313 of the International Fire Code, access from two directions shall not be required
2. The number of dwelling units on a single fire apparatus access road shall not le increased unless fire apparatus access
roads will connect with future development as determined by the fire code official.
0108 REFERENCED STANDARDS
ASTM F 2200-05 Standard Specification for Automated Vehicular Gate Construction D103.5
ICC IFC -12 International Fire Code D101.5,
0107.1
UL 325-02 Door, Drapery, Gate, Winner, and Window Operators and Systems, with Raisions through D303.5
February 2006
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Lic. NO. 32809
DATE: 08/14/2019
SCALE: 1"= 50'
DESIGNED BY: KAS
FILE NO. 3015L
SHEET 11 OF 14
19-08
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NOTES:
1. CURB SHALL MEET CURRENT SPECIFICATIONS OF VDOT STANDARD CG -6
2. LONGITUDINAL SLOPE OF GUTTER SHALL MATCH SLOPE OF PAVEMENT
3. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST
/► CG -6R - 6" REV. CURB & GUTTER 10/29/14
N.T.S. VER 1
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Lic. No. 32609
TYPICAL SECTION
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NOTES:
1. COVERED CANOPY DESIGNED BY OTHERS.
DATE: 08/14/2019
2. SEATING WALL DESIGNED BY OTHERS.
3. SEE SITE PLAN FOR LOCATION OF COVERED WALKWAY AND SEATING WALLS.
SCALE: N/A
COVERED WALKWAY
N.T.S.
DESIGNED BY: KAS
FILE NO, 3015L
SHEET 12 OF 14
19-08
RAM
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CURB WHEN RfWREO (CC -2 OR CG -S IN LINEAR fFE9
GENERAL NOTES oETEcTABLE WARNED SURFACE <MEA N SOUORE TIRDSI
1. THE DETECTABLE WARNING SHULL BE PRONGED BY TRUNCATED OWES EMIT OF TIE MOVE ITEMS IS A SEPARATE PAY ITEM AND SEMI
2. DETECTABLE WARNING SHILL BE FROM THE MATERVL$ APPROVED LMT FOR BE SUMMARIZED iW EACX IS
CUT RAMP.
DETECTABLE WARMING SUFACES. PRODUCTS HOT LISTED SHALL MEET SICEWAL RMP 12,1 MAy
THE REQUIREMENTS OF INE SFECML PROVISION FOR CG-12DETECTABLE4B:1 MA%
WARNING SLIRFACE AND SHILL BE EUSMITTEO TO THE STANDARDS AND
SPECIIL DESIGN SECTION FOR AF.. 1.
S. SLOPING MOPS OF CRAB RAW MAY BE HOUSED MDNOLDHEA-LY AMl RMP y
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION MET WIFE REDUCED OAKS.
4, IF RMP FLOOR IS PRECMT HOLES MEA T RE gMVNED For DOW: BNM SO 'Y
THAT AOIDNNO FLARED MOSS CM BE CMT N RACE AFTER PLACEMENT OF OM1 WN'
PRECAST RMP FLOM. PRECAST CONCRETE SHALL BE CLAM ...
TYPE A
S. REQUIRED SE S OF ME TO BE NJ. S % B" PLANED 1'CEMER TO CENTER ILWG
BOTH ETEC C£ THE RAW Row.mofpm Or GMIP FLOOD. MINIMUM PERPENDICULAR
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8. CURB / LMR IN MOTOR $LOPE TRANSITIONS NDJKENT tO CURB RAMPS
ME NCLLOEO IN PAYMENT FOR WRB /NRB AND GUTTER.
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BY THE ENGINEER THEY ARE To BE PROVIDED AT NTERSMEMS WHEREVER1p;1 M
M ACCESSIBLE ROUTE WRHN THE RIGHT OF WAY OF A HIGHWAY FACILITY --�'
CROSSES A CURB REGARDLESS OF WHETHER SIOEAP IS EXISTING. PROPOSED. '
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STEP LINES. EXISTING LIGHT PWES.FFE
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AND LIKED BY KOESTRIMS. ' •�
B. RMIPS MAY BE RACED ON RADA. OR TANGENTIAL SECTIONS PROVIDED THAT 1
1, CURB OPENING IS HIKED WOHNI THE UNITS OF THE CROSSWALK AND ".I WA
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9. TYMA. CONCRETE SIDEWALK IS V" THICK. WHEN THE ENTRANCE RABIICMNOT
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TRA•RC, REFER TO STANDARD CG-ts. COMMERCIAL ENTRANCE IHEAW X• MI AT X . 2• HIGHER THAN
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10. WHEN CURB :MPS ME WED M CONUUNCTION WHN A SHARED ME HAM, \ ATo M.M' , $ME M TOP OF CURB
TEL MINIMUM WIDTH SHML BE THE MOTH OF THE SEATED USE PAM.
It WHEN ONLY WE ttRB RNP IS PflaVIOEO FOR TWO CROSSINGS (OAGONA), TYPE C
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NID THE CROSSWALK VEHOUT GOING IWO THE TRAVELWAY. TMS Cr 4'
LONG AREA MAY INCLUDE THE GLUES PM.
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FLOWLINE ELEVATIONS (FT)
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DIMENSIONS (FT)
D
NUMBER
TYPE
A
B
C
D E
F
G
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H1
L1
L2
L3 L4
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CG -12B
680.01
679.73
679.50
679.19 679.84
679.70
679.60
679.36
680.44
679.80 679.70
679.96
---
680.34
679.86
8
5
8 2
5.5
---
2
CG -12A
675.03
675.15
675.25
675.35 675.20
675.25
675.35
675.52
675.36
675.46 676.40
676.50
---
675.70
676.02
5
5
5 2
5.5
13
3
CG -12A
674.91
674.80
674.69
674.57 674.74
674.70
674.60
674.40
674.80
674.70 674.87
674.77
---
675.24
674.90
7
5
5 2
5.5
3
4
CG -12B
673.74
673.61
673.24
672.87 673.82
673.51
673.34
672.91
673.54
673.44 674.34
674.24
674.32
673.41
5
5
5 2
5.5
10
5
CG -12A
676.40
676.20
676.20
676.20 676.50
676.30
676.30
676.30
676.97
676.97 677.07
677.07
---
677.00
676.80
8
5
5 2
8.5
5
6
CG -12B
674.93
675.14
675.20
675.46 674.76
675.04
675.10
675.29
675.14
675.20 675.80
675.86
---
675.26
675.79
10
5
10 2
5.5
8
7
CG -12B
675.07
674.75
674.59
674.28 674.90
674.79
674.69
674.45
674.89
674.80 675.89
675.80
---
675.40 1
674.95
10 1
5
9 2
5.5
12
8
CG -12B
673.66
673.95
674.13
674.42 673.49
673.93
674.03
674.25
674.04
674.13 674.70
674.79
---
673.99
674.75
10
5
10 2
5.5
8
9
CG -12B
673.74
673.27
673.18
673.06 673.57
6J3.37
673.28
673.09
673.47
673.38 674.30
674.21
---
674.07
673.59
SO
5
10 2
5.5
10
10
CG -12B
671.65
672.19
672.35
672.55 671.65
672.15
672.25
672.38
672.25
672.35 672.45
672.55
WITHIN
WITHIN CROSSWALK
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672.]5
672.88
10
5
10 2
5.5
4
11
CG -12B
670.50
670.33
670.31
670.50 670.54
670.43
670.41
670.67
670.54
670.50 671.36
671.30
---
671.04
671.17
10
5
1 10 1 2
5.5
10
2016 ROAD & BRIDGE STANDARDS
CC -12 NOTE:
HVDWRNRICXCEMEENNT CURB RAMPS
MPCONSIST INEPCHES AREA FOLLOWED:
YARDS)
CURB WHEN RfWREO (CC -2 OR CG -S IN LINEAR fFE9
GENERAL NOTES oETEcTABLE WARNED SURFACE <MEA N SOUORE TIRDSI
1. THE DETECTABLE WARNING SHULL BE PRONGED BY TRUNCATED OWES EMIT OF TIE MOVE ITEMS IS A SEPARATE PAY ITEM AND SEMI
2. DETECTABLE WARNING SHILL BE FROM THE MATERVL$ APPROVED LMT FOR BE SUMMARIZED iW EACX IS
CUT RAMP.
DETECTABLE WARMING SUFACES. PRODUCTS HOT LISTED SHALL MEET SICEWAL RMP 12,1 MAy
THE REQUIREMENTS OF INE SFECML PROVISION FOR CG-12DETECTABLE4B:1 MA%
WARNING SLIRFACE AND SHILL BE EUSMITTEO TO THE STANDARDS AND
SPECIIL DESIGN SECTION FOR AF.. 1.
S. SLOPING MOPS OF CRAB RAW MAY BE HOUSED MDNOLDHEA-LY AMl RMP y
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION MET WIFE REDUCED OAKS.
4, IF RMP FLOOR IS PRECMT HOLES MEA T RE gMVNED For DOW: BNM SO 'Y
THAT AOIDNNO FLARED MOSS CM BE CMT N RACE AFTER PLACEMENT OF OM1 WN'
PRECAST RMP FLOM. PRECAST CONCRETE SHALL BE CLAM ...
TYPE A
S. REQUIRED SE S OF ME TO BE NJ. S % B" PLANED 1'CEMER TO CENTER ILWG
BOTH ETEC C£ THE RAW Row.mofpm Or GMIP FLOOD. MINIMUM PERPENDICULAR
CUM / C COVER 1%¢".
8. CURB / LMR IN MOTOR $LOPE TRANSITIONS NDJKENT tO CURB RAMPS
ME NCLLOEO IN PAYMENT FOR WRB /NRB AND GUTTER.
). CURB RAMPS ME TO BE LOCATED M SHOWN ON THE PLANS OR M DIRECTED 11
BY THE ENGINEER THEY ARE To BE PROVIDED AT NTERSMEMS WHEREVER1p;1 M
M ACCESSIBLE ROUTE WRHN THE RIGHT OF WAY OF A HIGHWAY FACILITY --�'
CROSSES A CURB REGARDLESS OF WHETHER SIOEAP IS EXISTING. PROPOSED. '
OR NWEgS.NF THEY MUST BE LOCATED WITHIN FEOESTRAW CROSSWALKS
M 9pES W RM$ OR M OREGTED BY THE ENGINEER. AND SHOULD NOT TYPE B
BE LOCATED BEHIND KNOW
STEP LINES. EXISTING LIGHT PWES.FFE
HYWMiS, DROP INLETS,ETC. ACCISSISLE ROUTES PROVIDE A COMINUWS PARALLEL
WOBSTRUCTED STABLE FRAC ARD AIF RESSTMT PATH CONNECTING ALL
KFESABLE ELt..G LF q PARITY THAT CM GE APPROACHED, ENTERED IVRj
AND LIKED BY KOESTRIMS. ' •�
B. RMIPS MAY BE RACED ON RADA. OR TANGENTIAL SECTIONS PROVIDED THAT 1
1, CURB OPENING IS HIKED WOHNI THE UNITS OF THE CROSSWALK AND ".I WA
yi m
THAT ME SLOPE AT THE CORRECTION OF THE CURB OPENING IS
PFRRMKLLAR TO THE CURB. y VIN 2. 'q(YF
9. TYMA. CONCRETE SIDEWALK IS V" THICK. WHEN THE ENTRANCE RABIICMNOT
ACCOMMODATE THE TURNING REOAEMBNTS OF ANDCRATED HEAVY TRUCK
TRA•RC, REFER TO STANDARD CG-ts. COMMERCIAL ENTRANCE IHEAW X• MI AT X . 2• HIGHER THAN
TRUCK iflAffM.) FW CONCRETE SEPM. T EDGE OF PAVEMENT
10. WHEN CURB :MPS ME WED M CONUUNCTION WHN A SHARED ME HAM, \ ATo M.M' , $ME M TOP OF CURB
TEL MINIMUM WIDTH SHML BE THE MOTH OF THE SEATED USE PAM.
It WHEN ONLY WE ttRB RNP IS PflaVIOEO FOR TWO CROSSINGS (OAGONA), TYPE C
A 4'. 4'LANDNG AREA SHALL BE SHOWEDTO MANEUVER A WMEELCENR PARALLEL & PERPENDICULAR
NID THE CROSSWALK VEHOUT GOING IWO THE TRAVELWAY. TMS Cr 4'
LONG AREA MAY INCLUDE THE GLUES PM.
CU
ALL CASES WHERE CURB RAPS INTERSECT A RADIAL SECTION OF TRUNGTM COME
IM AT ENTRANCES ON STREET CONNECTIONS THE DETECTABLE -y 'B -2'4' 0'C
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2016 ROAD & BRIDGE STANDARDS
2016 ROAD & BRIDGE STANDARDS
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THIS GEORGE TO BE IRM FOR CONSTRUCTION THAT NCORNMATES NIGER MOEW&K. LMOING
`RD ME) :REQUIRED AT TCP OF CURB RAVP. MINIMUM CMR RAMP LENGTH 0 FEET FOR NEW
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VMNMA DEPARTMENT OF TRANSPORTATION
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2016 ROAD & BRIDGE STANDARDS
2016 ROAD & BRIDGE STANDARDS
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`RD ME) :REQUIRED AT TCP OF CURB RAVP. MINIMUM CMR RAMP LENGTH 0 FEET FOR NEW
CG -12
2016 ROAD & BRIDGE STANDARDS
2018 ROAD & BRIDGE STANDARDS
cFB
NOTES:
1, TMS REl1 MAY BE PRECAST OR CAST N PLACE.
2 CONCEDE TO BE CLM F CMT N PLACE.
4000 PM IAS] F PREGRT.
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M 300 FEET OR IES�DUD FACE CP CUR)
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2018 ROAD & BRIDGE STANDARDS
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NOTES:
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2 CONCEDE TO BE CLM F CMT N PLACE.
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EXCEEDED.
2. EDGE OF PAVEMENT (EP) ELEVATIONS HAVE BEEN INTERPOLATED FROM
EXISTING TOPOGRAPHY.
3. NOTIFY ENGINEER IF SLOPES ARE EXCEEDING DUE TO ACTUAL FIELD
ELEVATIONS DIFFERING FROM INTERPOLATION, PRIOR TO
CONSTRUCTION OF RAMP.
2016 ROAD & BRIDGE STANDARDS
CG -m
ROADWAY GRACE
IN PERCENT
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IN FEET
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VIRGINIA DEPARTMENT OF TRMSPORTATOM
2016 ROAD & BRIDGE STANDARDS
105
502
Rev. No. I Date
Lic. No. 32809
DATE: 08/14/2019
SCALE: N/A
DESIGNED BY: KAS
FILE NO. 3015L
SHEET 13 OF 14
19-08
GENERAL CONDITIONS - COUNTY CODE COMPLIANT LANDSCAPE PLAN GENERAL NOTES CONT:
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SCOPE OF WORK 4.
ALL SEEDED AND SODDED AREAS OF PROJECT WILL BE OF A DROUGHT TOLERANT MIX PER PENNINGTON SEED COMPANY.
THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT TO COMPLETE ALL LANDSCAPE WORK AS SHOWN 5.
ON THE PLANS AND SPECIFICATIONS.
ALL STREET, INTERIOR AND PERIMETER TREES WILL HAVE A MULCH BED CUT UNDER THE TREE EQUAL TO V RADIUS TREE TRUNK.
6.
NOTE: IF CONTRACTOR BIDS ACCORDING TO THE PLANT LIST, HE/SHE SHOULD THOROUGHLY CHECK THE PLANT LIST QUANTITIES WITH
NO SLOPE IN EXCESS OF 25% WILL BE SEEDED OR SODDED.
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mm
= 5 �o N v
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THE SYMBOLS DRAWN ON THE PLAN, TO BE SURE THERE ARE NO DISCREPANCIES. IF THERE IS A DISCREPANCY BETWEEN THE DRAWING 7.
BEFORE SODDING, SEEDING AND LANDSCAPING THE CONTRACTOR WILL TILL ALL COMPACTED AREAS AT LEAST 6" IN DEPTH TO
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AND THE LIST ON THE PLANS, THE DRAWING TAKES PRECEDENCE.
LOOSEN THE COMPACTED SOILS AND ADD AMENDMENTS
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STANDARDS
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A. ALL PLANT MATERIAL WILL CONFORM TO THE CURRENT ISSUE OF THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY
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THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION (ANLA).PLANT MATERIAL MUST BE SELECTED FROM NURSERIES THAT HAVE
BEEN INSPECTED AND CERTIFIED BY STATE PLANT INSPECTORS.COLLECTED MATERIAL MAY BE USED ONLY WHEN APPROVED BY
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OWNER'S REPRESENTATIVE. NOMENCLATURE WILL BE IN ACCORDANCE WITH HORTUS III BY L.H. BAILEY.
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B. BALLED AND BURLAPPED(B&B)
1. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM ROOT BALLS FREE OF NOXIOUS WEEDS. THERE SHOULD BE NO
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EXCESS SOIL ON TOP OF THE ROOTBALL OR AROUND THE TRUNK
2. BALL SIZES SHALL BE IN ACCORDANCE WITH ANLA STANDARDS.
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CALIPERAND HEIGHT MEASUREMENT: IN SIZE GRADING B&B SINGLE TRUNK TREES, CALIPER SHALL TAKE PRECEDENCE OVER
3.
HEIGHT. CALIPER OF THE TRUNK SHALL BETAKEN 6" ABOVE GROUND LEVEL (UP TO AND INCLUDING 4" CALIPER SIZE) AND 12"
a
ABOVE THE GROUND LEVEL FOR LARGER TREES. FOR MULTIPLE-TRUNK TREES, HEIGHT MEASUREMENT SHALL TAKE
PRECEDENCE OVER CALIPER.
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C. CONTAINER-GROWN STOCK
1. THE SIZE OF CONTAINER-GROWN SHRUBS IS MEASURED BY HEIGHT AND WIDTH OF THE PLANT. CONTAINER-GROWN TREES ARE
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MEASURED BY THE SAME STANDARDS LISTED IN B.3. ABOVE. THE ROOT SYSTEM OF CONTAINER-GROWN PLANTS SHALL BE
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WELL DEVELOPED AND WELL DISTRIBUTED THROUGH OUT THE CONTAINER.
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2. ALL CONTAINER-GROWN TREES AND SHRUBS THAT HAVE CIRCLING (GIRDLING) AND MATTED ROOTS SHALL BE TREATED IN THE
FOLLOWING MANNER PRIOR TO PLANTING: SEPARATE THE ROOTS BY HAND, UNTANGLING SO CIRCLING ROOTS WILL NOT
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DAMAGE FUTURE OF THE PLANT. SEE PLANTING PROCEDURES FOR ALL CONTAINER-GROWN TREES & SHRUBS IN THIS SECTION.
3. ALL CONTAINER-GROWN PLANTS SHOULD BE GROUPED AND WATERED DAILY UNTIL THEY ARE PLANTED IN THE LANDSCAPE, THE
SOIL SHALL BE KEPT MOIST WITH THE EQUIVALENT OF ONE-INCH OF RAINFALL PER WEEK.
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D. PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION. l5 uMirs of DisruaBAxce _
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E. ALL PLANT MATERIAL IN TRANSIT SHALL BE COVERED TO KEEP MATERIAL FROM DRYING OUT. THE COVERING SHALL COMPLY WITH
THE STATE AND LOCAL LAWS PERTAINING TO THE TRANSPORT OF MATERIALS.
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F. TREES SHALL BE PLACED f AN UPRIGHT POSITION WITH THE ROOT BALL COVERED BY MULCH AND KEPT MOIST. TREES AND SHRUBS
SHOULD NOT BE LEFT ON SITE UNPLANTED FOR MORE THAN 24-HOURS WITHOUT ADEQUATE WATER TO INSURE ROOT SURVIVAL.
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SUBSTITUTIONS: PRE-BID
IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO MAKE EVERY REASONABLE EFFORT TO FIND THE PLANTS SPECIFIED BY THE
LANDSCAPE ARCHITECT. THE LANDSCAPE CONTRACTOR MAY OFFER SUBSTITUTIONS TO THE LANDSCAPE ARCHITECT FOR HIS/HER
CONSIDERATION. THE LANDSCAPE CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT IF THERE ARE KNOWN
DISEASES OR INSECT RESISTANT SPECIES THAT CAN BE SUBSTITUTED FOR A SELECTED PEST-PRONE PLANT. THE CONTRACTOR SHALL
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SUBMIT ABASE BID AS PER PLAN PLUS PRICE CLARIFICATIONS FOR ALL RECOMMENDED SUBSTITUTIONS.
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SUBSTITUTIONS: POST-BID
IT IS THE INTENT TO ELIMINATE POST-BID SUBSTITUTIONS. HOWEVER, IN THE EVENT THAT THE CONTRACT MATERIAL HAS BECOME
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UNAVAILABLE, AN APPROPRIATE SUBSTITUTION MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE.\\
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INSPECTION
A. PLANTS MAYBE SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER OR OWNER'S REPRESENTATIVE AT THE PLACE OF
GROWTH OR HOLDING YARD FOR CONFORMITY TO SPECIFICATION REQUIREMENTS AS TO QUALITY, SIZE AND VARIETY.
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B. PLANTS DAMAGED IN HANDLING OR TRANSPORTATION CAN BE REJECTED BY THE OWNER OR OWNER'S REPRESENTATIVE.
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C STATE NURSERY INSPECTION CERTIFICATES SHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT UPON REQUEST.
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THE STANDARD WARRANTY IS FOR ONE (1) YEAR PERIOD, EXCLUDING BULBS, SOD AND ANNUALS, COMMENCING ON THE DATE OF INITIAL
ACCEPTANCE. ALL PLANTS SHALL BE ALIVE AND IN SATISFACTORY GROWTH AT THE END OF THE GUARANTEE PERIOD. ANY MATERIAL
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THAT IS 25% DEAD OR MORE SHALL BE CONSIDERED DEAD AND MUST BE REPLACED AT NO CHARGE. A TREE SHALL BE CONSIDERED DEAD
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WHEN THE MAIN LEADER HAS DIED BACK, OR 25°h OF THE CROWN IS DEAD. REPLACEMENTS SHALL BE MADE DURING THE NEXT PLANTING
PERIOD. REPLACEMENTS SHALL BE OF THE SAME TYPE, SIZE AND QUALITY AS ORIGINAL SPECIES UNLESS OTHERWISE NEGOTIATED.
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UTILITIES AND UNDERGROUND FEATURES\
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THE LANDSCAPE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND/OR THE GENERAL CONTRACTOR IN ADVANCE OF CONSTRUCTION
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TO LOCATE UTILITIES.
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TREES AND/OR SHRUBS SHALL NOT BE PLACED WITHIN FREDERICK WATER EASEMENTS
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IF THERE IS A CONFLICT WITH UTILITIES AND THE PLANTING, THE LANDSCAPE ARCHITECT / DESIGNER SHALL BE RESPONSIBLE FOR
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RELOCATING PLANTS PRIOR TO THE PLANTING PROCESS. ANY COST DUE TO RELOCATING AFTER PLANTING SHALL BE BORNE BY THE
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OWNER. IF PLANTS ARE TO BE INSTALLED IN AREAS THAT SHOW OBVIOUS POOR DRAINAGE, AND THE PLANTS ARE INAPPROPRIATE FOR
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THAT CONDITION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER. IF THEY DEEM NECESSARY,
NOTE:
50 25
0 50 100
THE PLANTS SHALL BE RELOCATED, THE CONTRACT SHALL BE ADJUSTED TO ALLOW FOR DRAINAGE CORRECTION ATA NEGOTIATED
TREE CANOPY SIZE SHOWN ON PLAN VIEW IS ILLUSTRATIVE.
TREES. SIZES ARE AS SHOWN IN PLANT SCHEDULE
COST, OR THE PLANT SELECTION MODIFIED BY THE LANDSCAPE ARCHITECT / DESIGNER TO ACCOMMODATE THE POOR DRAINAGE.
SCALE: 1"= 50�
GENERAL NOTES:
6 TREES REMOVED AS THE RESULT OF SIDEWALKITRAIL CONSTRUCTION
1. ALL PLANTING SHALL CONFORM WITH 165-203.01 - B OF THE FREDERICK COUNTY ZONING ORDINANCE (PLANT
6 REPLACEMENT TREES TO BE PLANTED
SELECTION, PLANTING PROCEDURE, AND MAINTENANCE).
2. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT.
TREE REPLACEMENT SCHEDULE
3. ANY REMOVAL OF TREES WITHIN OR CHANGES TO THE PHYSICAL MAKEUP OF THE PROPOSED MATURE WOODLAND SCREEN/BUFFER
AREAS AS PART OF NORMAL CONSTRUCTION OPERATIONS MAY NECESSITATE THE INSTALLATION OF A Y TALL EVERGREEN HEDGE,
ABB BOTANIC NAME COMMON NAME QUANTITY SIZE
FENCE, OR BERM TO PREVENT THE VISUAL IMPACT OF GLARE AND HEADLIGHTS ON ADJOINING PROPERTIES AND RIGHTS OF WAY
AS REQUIRED IN FREDERICK COUNTY Z.O. Section 165-201.01 (13)(a)
PROPOSED TREE PLANTINGS
PRUNEDOMINANTLEADERS NOTES:
T. ATPIANTING PRUNE ONLY GROSSING LIMBS,
NONABRASIVE
TREETIES
AT Acer rubrum Red Maple
1 2" cal, B&B
BROKEN ORDEAD BRANCHES THAT POSEA HAZARD
TOSITEUSERS PERAMISTANDAMAM.DONm
LODGE FCLE PINE OR
Qa Quercus alba While Oak
1 2"Cal, B&B
CENTER TREE IN PIT &SET PRUNE INTO OLD WOOD ON EVERGREENS.
HARDWOODSTAKES
TOP OF ROOT FALL 2. CONTRACTOR SHALL MAXIMIZE EXCAVATED AREA
ABOVE ADJACENT GRADE.
PREVAIUNG WIND
Pt Prunus tomentosa Manchu Cherry
4 2" cal, B&B
FOR TREE PIT WITHOUT ADVERSELY IMPACTING
TRUNK FLARE SHALL BE AD.IACENT WE FEATURES.
DIRECTION
6Tme Plantings
VISIBLE AT THE TOP OF
THERCOTBALLDONOT 3. BACKFILLSOIL MIXTUREJEXISTING SOIL
COVERTOPOFROOTBALL CLFANEDOFOEBRIS (GRAVE, STICKS, ROCKS,
WITH SOIL AND MIXED WITH j ORGANIC MATERIAL
eV. O. Date
(COMPOSTED BARK, LEAF MOOR OTHER
LD
PRIOR TO MULCHING TAMP PLANT DEBRIS PROCESSED TO A POINT OF
PUNWEW
3'MULCH NO MORE BOILAWLYAROUND PEATMOSSMAYNOTSEUSED.)
ROOT BALL WITH FOOT
TO,
3OPED NOD THE TEE,RUBBERTHROUGH EACH
TND TREE,
THAN V ON ROOT 400NTRACTORSHALLLEGALLYREMOVE
BALL SG BACKFROM PPESSUREIN B' LIFTS SO
BALLOOES EX CE SSSOILCE
OTHER.ESTEMOUND
EDTOT
OTHER, INA MANNER SECUREOTOTS
STAKES INA TREE
H O FD
NOTTROOT
MULCH IN CONTE
TREE TRUNK NOT SHIFT.
PEACE MULCH IN CONTACTWITHF
STEM OFTREE. MULCH MUST BEB'AWAY FROM
STEM
MOVEMEMAND SUPPORTS THE TREE IN
AND ROPWHICHPE TREE
ADVERSE CONDITIONS
��
BERMXO'WIOESOIL
BERM BEGINNING AT TREETRUNK
PER OF
DS ODGETAKES SET DUNE OR
HARDWOOD NUTINTEROOT BALI.
U RA Y ER
ROOT
ROOT BALL B.TRUNKFURE MUST BE VISIBLE WHEN PLANTED
STAKE LOCATION SHALL
STAKE LOCATION SHALL NOT INTERFERE WITH
ERE
T.IFTREE STAKING REQUIRED REFER TO TREE
STAKINGOETAILS.
s
m
PER'ANENTBRMCHES.
.
LIC. NO. 3280
g9
O
NOTES:
S
"ALL PUNTS
ORIGINALGRADE ATN4STALUTION&AG41NWITHINHOURSBE WATERED MICE; CE
i. STAKING AND GUYING MAY BE ONLY
IREWIRE
s`SIONAL �
" Y FINISHED GRADE OF INSTALLATION.
NEDIRUSECOITTECONSTIONS
NECESSARY TO
-
ENSURGANDGUYINCLUDE WINDY
DATE: 08/1412016
T PINCLUDE
LOCATIONS, STY BE OF CES, OR WHERE
LOCATE NS, STOPWH
REMOVE TWINE ROPE, VANDALISM MAYBE OFCONCERN.
WIRE,BURLAP P FROM
AINSTALLED USING
TOPOF ROOT &ILL _ — 2. GUYS STAKES
CURRENTLY ACCEPTED ARSOPICU LTURE
I
ROUGHEN/LOOSEN SOIL
LLL
PRACTICES. TREES SHAUL STAND LEVEL/
SCALE: 1'=50'
B070M UPROOT BALL ON SIDES OF PUNTING
RESTSONEXISTING OR HOLE BACKFlLL SOIL
= I — — —�—�
�_
UPRIGHTAFTERSTANNG.
DESIGNED BY: KAS
RECOMPACTED SOIL MIXTURE FOR ENTIRE= ISI= _ 3.I NSTALUTICNWILLINCLUDETHEREMOVAL
TREEPITAREA&ROOT — Lll — — OF ALL STAKING AND GUYING MATERIAL ONE
BALLOEPTH FIRM SOIL IN
—_—�= —_—III
YURAFTfl1INSTALLATION. ANYHgES
S'UM
—
REMAINING AFTER REMOVAL OF STAKES
MIN. WIDTH CRIMES PIT UNDISTURBED SUBGRADE
SHALL BE RULED WITH TOPSOIL
FILE NO. 3015L
2 K'S ROOT BOLL DIAMETER
4. REFER TO DETAILS FOR MEE PUNTING
INFORMATION
SHEET 14 OF 14
TREE PLANTING DETAIL
DECIDUOUS TREE STAKING
NOT TO SCALE
NOT TO SCALE
19-08