HomeMy WebLinkAbout31-18 Site PlanPlan Revisions
Date Comment
12/10/181 Addressed agency comments
01/11/19 1 Addressed agency 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
2
P.O. Box 1877
2
Winchester, VA. 22604
1
(540) 868-1061
Power:
Rappahannock Electric Coop
1
137 Kelly Court
4
Front Royal, VA 22630
1
1-800-552-3904
Phone:
Verizon
1
P.O. Box 17398
6
Baltimore, MD 21297
2
(301) 954-6282
Gas:
Shenandoah Gas Co.
2
P.O. Box 2400
8
Winchester, VA 22604
1
(540) 869-1111
STONEWALL MAGESTERIAL DISTRICT
FREDERICK COUNTY, VA
VICINITY MAP
SCALE: 1' = 1000'
OWNER
HOME PARAMOUNT
P.O. BOX 850
FOREST HILL, MD 21050
OWNER PHONE #
Sheet Index
Deet Number Sheet Title Revsion No Revison Date
1
Cover Sheet
2
01/11/2019
2
General Notes and Legend
1
10/17/2018
3
Boundary and Existing Topo
1
10/17/2018
4
E&S Phase I & II
1
12/10/2016
5
E&S Details & Narrative
1
10/17/2018
6
E&S Details & Site Details
2
01/11/2019
7
Site Plan & Grading Plan
2
01/11/2019
8
DELETED
1
10/17/2018
9
SWM Plan
1
10/17/2018
10
Landscape Plan
2
01/11/2019
11
Life Safety Plan
OWNERS CERTIFICATE
The foregoing Subdivision of the land of
HOME PARAMOUNT
is with the free consent and in accordance with the
desires of the undersigned owners, properties and trustees
if any.
DATE
vn ar.
APPROVALS
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.No.328G9
-TA0 1019
DATE: 07/10/2018
SCALE: N/A
ZONING ADMINISTRATOR DATE I DESIGNED BY: WNB
THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS FILE NO. 0161H
AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE
APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 1 OF 11
APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE
DATE OF PLANNING APPROVAL. 17-26
GENERAL NOTES
UOT GENERAL NOTES
PROJECT NOTES
LEGEND
1. Greenway Engineering, Inc. (GE) issued this plan set based on project criteria dictated by the
EXISTING W MEDIATE CONTOUR '- -330
client and municipal codes. This plan set is not considered complete or appropriate for
Vf. All work on this project shall conform to the current editions of and latest revisions to
NOTES:
construction until ALL necessary agencies have given approval AND this plan set is signed and
the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and
1. NO LIGHTING PROPOSED WITH THIS PLAN.
]DUSTING INDEX CONTOUR - -- -3300
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sealed by a licensed professional. Any work, planning, scheduling, material purchases and/or
Standards, the Virginia Erosion and Sediment Control Regulations, and any other
2. CONTRACTOR TO CONFIRM HC PARKING SPACE AND HC ACCESSIBLE RAMP ADA
PROPOSED CONTOUR400
m N s
construction prior to approvals and licensed/professional sealing will be performed at the risk
applicable state, federal or local regulations. In case of a discrepancy or conflict between
COMPLIANT.
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of the personnel authorizing work. GE shall be held harmless from and costs, time delay
the Standards or Specifications and Regulations, the most stringent shall govern.
3. NO IMPROVEMENTS OR MODIFICATIONS ARE BEING MADE TO THE EXISTING
EXISTING EDGE OF PAVEMENT -----------
='oro r i.
and/or material changes incurred on work started before this plan set receives approvals and
V2. All construction shall comply with the latest U.S. Department of labor, Occupational
EOFFICES.
STRUCTUR/
PROPOSED EDGE OF PAVEMENT
seals.
Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH)
4. PREVIOUSLY APPROVED SITE PLAN: SP #22-93.
EXISTING CUR] AND GUTTER
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2. Methods and materials used in the construction of the improvements herein shall conform to
Rules and Regulations.
-----------
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current Construction Standards and Specifications cad/or current VDOT Standards and
PROPOSED CURB AND GUTTER
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Specifications.
V3. When working within VDOT right-oP-wa all traffic control, whether permanent or
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3. The Engineer shall not have control over or charge of and shall not be responsible for
temporary, shall be in accordance with the current edition of VDOT's Work Area
TRANSITION TO REVERSE CURB
3
construction means, methods, techniques, sequences or procedures nor for safety precautions
Protection Manual. A transportation management plan needs to be submitted for
EXISTING TELEPHONE LINE --T----T----T----r---
and programs in connection with work shown on these plans. The Engineer is not responsible
approval and land use permit issued prior to any execution of work within the VDOT
for the contractor's schedules or failure to carry out the work. The Engineer is not responsible
right of way.
PROPOSED TELEPHONE LINE _T -T
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,
EXISTING STORM SEWER WITH INLET
including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private
4. The Contractor, Owner or Developer shall be responsible for securing any third party
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/ public utility companies. It is the sole responsibility of the developer to locate and
PROPOSED STORM SEWER WITH INLET
inspection/testingservice to insure construction compliance with these lens and specifications.
P P P
identify utility facilities or items that may be in conflict with the proposed construction
EaSHNG SANITARY SEWER WITH MANHOLE-_s____s__-s__-_.
It is Greenway Engineering's recommendation that a third party inspection/testing service be
activity. VDOT approval of these plans does not indemnify the developer from this
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employed to ensure that project is completed and materials installed meet the details and
responsibility.
PROPOSED SANITARY SEWER WTITL MANHOLE X@_ s
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specifications in these plans.
5. The location of existing utilities shown in these plans are taken from existing records. It shall
V5. Design features relating to field construction, regulations, and control or safety of
PROPOSED SAN. LAT. CLEANOUT f s s
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traffic may be subject to deemed by VDOT. Any
-°--------------`--
be the contractors responsibility to verify the exact horizontal and vertical location of an
change as necessary additional expense
incurred
EXISTING ELECTRIC SERVICE
existing utilities as needed prior to construction. The contractor shall be responsible for the
as a result of any field revision shall be the responsibility of the developer.
PROPOSED ELECTRIC SERVICE E E
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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. H any conflicts arising from
V8. If required by the local VDOT Land Development Office, a pre -construction conference
shell be held by the developer the the
EXISTING GAS LINE -c----1----c----c---
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this existing utility verification or if during the course of construction, any object of an
arranged and engineer and/or with attendance of
unusual nature is encountered, the contractor shall cease work in that area and immediately
contractor (s), various County agencies, utility companies and VDOT prior to initiation of
work.
PROPOSED GAS LINE G G
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notify Greenway Engineering at (540) 662-4185 and/or the proper authority. Greenway
EXISTING WATERLINE W/ TEE -W -F
Engineering or any engineer associated with these plans shall not be responsible or liable for
that be the installation
V7. The contractor shall notify the local VDOT Land Development Office when work is to
PROPOSED WATERLINE W/ TEE •�Tw
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H
any construction cost may associated with or reinstallation any utility
begin or cease for any undetermined length of time. VDOT requires and shall receive 48
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LTa
or other improvements if not notified of any discrepancies between actual field conditions and
hours advance notice prior to any required or requested inspection.
EXISTING FIRE HYDRANT/VALVE/METER
the approved plan.
6. The approval of these plans in no way relieve the developer, the contractor, or their agents of
V8. The contractor shall notify the Traffic Operations Center at (540) 332-9500 for any
traffic jyo
pp
PROPOSED FIRE HYDRAl1T/VALVE/METER CCS m
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any legal responsibility which may be required by the code of Virginia or any other ordinance
control plan that impacts a VDOT maintained Interstate or Primary roadway
PROPOSED REDUCER
enacted by the County nor does it guarantee the issuance of any required permit by the
provide notification of the installation and removal of the work zone.
County, VDOT or any other Agency.
PROPERTY LINE
7. An approved set of plana and all applicable permits must be available at the construction site
V9. The contractor shall be responsible for maintaining a VDOT permitted temporary
FOISTING EASEMENT
at all times during construction. A representative of the developer must be available at all
construction entrance(s) in accordance with Section 3.02 of the Virginia Erosion and
times.
Sediment Control Handbook. Furthermore, access to other properties affected by this
PROPOSED EASEMENT -------
8. Prior to the initiation of any land disturbing activities the Developer, the Contractor or the
project shall be maintained through construction.
PROPOSED CENTERLINE
Responsible Land Disturber shall obtain a Land Disturbance Permit from the County Engineer's
VIC. Contractor shall ensure adequate drainage is achieved and maintained on the site
office. The Contractor, Developer or his agent shall be responsible for obtaining a Virginia
during and at the end of construction.
EIUSTING CENTERLINE
Stormwater Management Program (VSMP) Permit and shall be responsible for the registration of
POSTING TREE LINE
the construction site as required by law. They shall also be responsible for obtaining and
V31. All water and sewer lines within existing or proposed VDOT right-of-way shall have a
maintaining on site a Stormwater Pollution Prevention Plan (SWPPP). The approval of these plans
minimum thirty-six (36) inches cover and when possible shall be installed under roadway
FLOW LINE
in no way relieves the developer or his agent of the responsibilities contained in the Virginia
drainage facilities at conflict points.
FINCELINE-x-x-x-xx-
Erosioa end Sediment Control Handbook.
V12. An unusual subsurface conditions e. ping
➢ ( g., unsuitable soils, springs, s, sinkholes, voids,
caves, etc.) encountered during the course of construction shall be immediately brought
MEETING UTILITY POLE/GUIDE WIRE j
9. The Developer or his agent shall be responsible for obtaining an required permits from the
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to the attention of the engineer and VDOT. Work shall cease in that vicinity until an
TELEPHONE PEDESTAL Q
Virginia Department of Environmental Quality (DEQ) or the United Staten Army Corp of EngineersSIGNS
adequate design can be determined by the engineer and approved by VDOT.EX6RING
for any plan wetland disturbance as shown on these plans. They shall also be responsible the
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by
7 7
identification and delineation of any wetlands that may be present on the construction site.
a VDOT representative prior to placement of fill. A VDOT representative shall be present
PARRING INDICATOR
10. The contractor shall provide adequate means of cleaning mud from trucks and/or other
to insure the soil sample(s) obtained for CBR's is representative of the location. When soil
INDICATES THE NUMBER OF TYP. PARERNG SPACES
equipment prior to entering public streets, and it is the contractors responsibility to clean
samples are submitted to private laboratories for testing, the samples shall be clearly
streets, allay dust, and to take whatever measures are necessary to insure that public streets
identified and labeled as belonging to aproject to be accepted by VDOT and that testing
HANDICAP PARSING
are maintained in a clean, mud and dust free condition at all times.
shall be performed in accordance with all applicable VDOT standards and procedures.
11. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of
V34. All roadway fill, base, backfill in trenches
VEHICLES PER DAY COUNT 100
Transportation (VDOT) and Frederick County prior to any construction activities within existing
subgrade material, and utility/storm sewer
State right-of-way.
shall be compacted in accordance with the lift thicknesses, density and moisture
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12. The developer will be responsible for an damage to the existing streets and utilities which
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requirements as specified in the current VDOT Road and Bridge Specifications. Certified
PROPOSED BUILDING ENTRANCE �-
occurs as a result of his construction project within or contiguous to the existing
copies of test reports shall be submitted to VDOT daily, unless specified otherwise.
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right-of-way.
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these
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13. Warning signs, markers, barricades or flagmen should be in accordance with the State and
plans and/or as specified by VDOT.
SANITARY MANHOLE IDENTIFIER 12
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Federal Manual on Uniform Traffic Control Devices (MUTCD).
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14. The exact location of all guard rails and paved ditches will be determined by VDOT personnel.
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V16. A post installation visual video camera inspection shall be conducted by the
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joint inspection will be held with the Developer, County Representatives, and Representatives
Contractor on all pipes identified on the plans as storm sewer pipe and a select number
STORM DRAIN STRUCTURE IDENTDFINR
of the Virginia Department of Transportation (VDOT) to determine if and where guard rail
of pipe culverts. For Pipe culverts, a minunum of one pipe installation for each size of
each material type will be ins ten the total for
735.4
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and or sued ditches will be needed. The developer will be responsible for providing guardrail
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acted or percent of amount each size
type 7
EXISTING SPOT ELEVATION X
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and paved ditches as determined by this joint inspection." Refer to Virginia Department of
and material summarize All pipe insta ations on the plans not identified as storm
sewer pipe shall be considered as culvert pipe for inspection purposes. Additional testing
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Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
be directed by the Land Use Engineer their
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PROPOSED SPOT ELEVATION
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may required as Area or representative.
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15. All unsuitable materiel shall be removed from the construction limits of the site plan before
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placing embankment.
V17. The installation of any entrances and mailboxes within any dedicated street
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LIGHT POLE Y
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16. All pavement sections shown on these approved plans are based on a minimum CHR value of 6
right-of-way shall meet VDOT minimum design standards and is the responsibility of the
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and are for preliminary design only. Final pavement design shall be based upon actual field
developer.
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tested CHR values. The Contractor or Developer shell be responsible for field teats per VDOT
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standards to obtain actual CHR values for final design. Final pavement designs will be approved
V18. Prior to VDOT accepptance of any streets, all required street signage and/or pavement
be by
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by VDOT and/or the Owner/Developer, which ever applicable, prior to installation.
markings shall installed the developer in accordance with the Manual On Uniform
Traffic Control Devices.
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17. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The
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pipe shall be minimum 8" diameter and conform to VDOT standard SB -1.V19.
The developer shall provide the VDOT Land Development Office with a list of all
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18. When grading is proposed within easements of utilities, letters of permission from all involved
material sources prior to the start of construction. Copies of all invoices for materials
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companies must be provided to the County Public Works Department prior to issuance of
utilized within any dedicated street right-of-way must be provided to the local VDOT
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grading and/or site development permits.
Land Development Office prior to acceptance of the work. Unit and total prices may be
PROJECT INFORMATION
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19. Notification shall be given to the appropriate utility company prior to construction of water
obscured.
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and/or sanitary sewer lines. Information should also be obtained from the appropriate
to lines.
V20. gregate base and subbase materials shall be placed On subggrade by means of a
PARCEL IDENTIFICATION NO. 55B -A-4
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authority concerning permits, out sheets, and connections existing
mec anical spreader. Density will be determined using the densit control strip in
Fridge
STREET ADDRESS: 1793 BERRYVILLE PIKE
U)20.
The Developer and/or Contractor shall be responsible to supply all utility companies with
accordance with Section 304 of the VDOT Road and Specifications and VTM-10. A
copies of the approved plans and advise them that all grading shall conform to the approved
certified compaction technician shall perform these tests. Certified copies of test reports
PROJECT SITE AREA: 1.06 ACRES
plans, and further that the utility companies shall be responsible for horning these plans and
shall be submitted to VDOT dally unless specified otherwise. In addition to checking atone
DISTURBED AREA: 0.28 ACRES
the finished grades in the installation of their utility lines.
depths, a VDOT representative shall be notified and given the opportunity to be present
CURRENT ZONING: B2
21. AH utilities to be located underground.
during the construction and testing of the density control strip.
CURRENT USE: PEST CONTROL BUSINESS
22. Contractors shall notify operators who maintain underground utility linea in the area of
V21. Asphalt concrete in accordance with Section 315 of the
P pavements shall be
PROPOSED USE: PEST CONTROL BUSINESS
proposed excavating or blasting at least two (2) working days, but not more than ten (10)
placed
Road and Bridge Specifications. Density shall determined using the density
working days, prior to commencement of excavation or demolition.
23. The developer will be responsible for the relocation of an utilities which is required as a
contVDOT
control strip as specified in Section 6. certified compaction technician
and VTMtest
REQUIRED SETBACKS:
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shall perform these tests. Certified copies of test reports shall be submitted to
copies
FRONT:
result of his project. The relocation should be done prior to construction.
daily, unless specific otherwise. A VDOT representative shall be notified and given the
the
REAR: N/A
N/
24. All parking lot/street light and dry utility design shall be performed and provided separately
opportunity to be present during the construction and testing of the control strip.
by others. All dry utility and or lighting information shown hereon is as specified by others
SIDE: N/A
and is included for informational purposes only, as directed by the Owner, Developer and/or
V22. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36)
PROVIDED SETBACKS:
public agency requirements. Greenway Engineering has not performed the lighting and/or dry
inches and larger shall be explored below the bottom of the excavation to determine the
FRONT: N/A NO ADDITIONAL BUILDINGS
utility design and does not warrant and is not responsible for the degree and/or adequacy of
type and condition of the foundation. The contractor shall report findings of foundation
to the
SIDE: N A NO ADDITIONAL BUILDINGS
/
illumination on this project or the adequacy of the d utility to service the site.
P ] 4 ➢ r➢ y
exploration engineer and 1
for approval prior to p acing pipe. Foundation
designs
REAR: N/A NO ADDITIONAL BUILDINGS
RoaVDOd
shall comply with VDOT Road and Bridge Standard PB -1. Where soft, yielding, or
25. All sanitary sewers, water mains and appurtenances shall be constructed in accordance with
otherwise unsuitable foundation is encountered, the foundation design and need for
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the current standards and specifications of the Frederick County Sanitation Authority.
foundation stabilization shall be determined by the engineer and approved by VDOT.
PARKING SETBACK REQUIRED: PARKING SETBACK PROVIDED:
26. All Stormwater piping and structures shown on these plena are only accurate to the inlet or
FRONT: 10' FRONT: 87'
manhole locations as shown hereon. Detail design of stormwater structures were not provided
V23. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on
REAR: 5' REAR: 116'
to Greenway Engineering. Actual pipe alignments will be based upon developed structural shop
these plans in accordance with VDOT's installation criteria. Final aproyal of the
SIDE: 5' SIDE: 27'
drawings as provided by the manufacturer. Contractor shall make adjustments to pipe
guardrail layout to be given by VDOT after grading is mostly complete.
alignments base on provided shop drawings. Greenway Engineering will not be held responsible
SIGN SETBACK: NO SIGN PROPOSED WITH THIS PLAN
or liable for any discrepancies or changes caused by the structural design. Contractor may
V24. Approval of these plans shall expire five (5) years from the date of the approval
submit shop drawings to Greenway Engineering mEfor review and approval at contractors expense.
letter.
FRONT:
Rev. No. Date
Shop drawings be reviewed for compliance with design plana. The Owner or Developer will
V25. VDOT Standard CG -12 Curb Ramps shall be installed where indicated on these plans
REAR:
SIDE:
z 10/19/2e1e
be responsible for any redesign as a result of structural shop drawing design.
for
"A"
and/or as specified by VDOT.
27. Controlled fills shall be compacted to 95% of maximum density as determined by method
per standard proctor AASHTO-T99, ASTM -D698, or VTM-1 as applicable. Density shall be
V26. The foundations for all box culverts shall be investigated by means of exploratory
PARKING REQUIRED: 1 PER 250 SF OFFICE FLOOR AREA
certified by a registered professional engineer and results submitted to Frederick County prior
to If has been it the
borings advanced below proposed foundation elevation to determine the type and
= 1,792 SF / 250 = 8 SPACES
pavement construction. a geotechnical report prepared, should supersede
condition of the foundation. The contractor shall submit copies of borehole logs and
PARKING PROVIDED: 8 SPACES EXISTING (10 EX. W/ 2 DEMOLISHED)
requirements in this note.
report findings of foundation exploration to the engineer and VDOT for approval prior to
14 SPACES PROPOSED
f.
28. Refer to Geotechnical Engineer for methods, materials and details for construction of all
constructing box. Foundation designs shall comply with VDOT Road and Bridge Standard
ADA PARKING PROVIDED: 1 SPACES EXISTING
9
earthwork activities.
PB -1. Contrary to the Standard, where rock is encountered and cast -in-place box is
TOTAL PARKING PROVIDED: 22 SPACES
U RAN L EPLER
29. Any retaining wall 2 ft. or greeter in height shall require the issuance of a separate building
proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or
LIC. NO. 32809
permit.
30. Construction debris shall be containerized in accordance with the Virginia Litter Control Act;
otherwise unsuitable foundation is encountered, the foundation design and/or need for
foundation stabilization shall be determined by the engineer and approved by VDOT.
OPEN SPACE CALCULATIONS: 0.64 ACRES / 0.80 1.06 ACRES = = 60%
no e n shall be provided at the construction
one ter rthelocat
s`VjONAL G
oof all known g a esites. G aveseceptacle
31. These
plansidentify esshown on this plan will
be protected in accordance with state law. In the event gravesites are discovered during
construction, the owner and engineer must be notified immediately.
DATE: 07/10/2018
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..
SCALE: N/A
FIRE MARSHALIS NOTE
DESIGNED BY: WNB
Fire lane markings and sjgnave:
Any "No Parking" signs and yellow painted curb locations will be installed
FILE NO. 0161H
by field inspection at the direction of the Fire Marshal's Office.
SHEET 2 OF -SI
17-26
TABLE 3.32-C
SITE SPECIFIC SEEDING MIXTURES
FOR APPALACHIAN/MOUNTAIN AREA
Minimum Care Lawn
Commercial or Residential
- Kentucky 31 or Turf -Type Tall Fescue
- Improved Perennial Ryegrass
- Kentucky Bluegrass
High -Maintenance Lawn
Minimum of three (3) up to five (5) varieties
of bluegrass from approved list for use in Virginia.
General Slope (3.1 or less)
- Kentucky 31 Fescue
- Red Top Grass
- Seasonal Nurse Crop **
Low -Maintenance Sloot (Steeper than 3-1)
Kentucky 31 Fescue
Red Top Grass
Seasonal Nurse Crop **
Crownvetcb **'
Total Lbs.
Per Acre
200-250 lbs.
90-100%
0-10%
0-10%
125 lbs.
128 lbs.
2 lbs.
20 lbs.
150 lbs.
108 lbs.
2 lbs.
20 lbs.
20 lbs.
150 lbs.
* Perennial Ryegrass will germinate faster and at lower soil temperatures than
fescue, thereby providing cover and erosion resistance for seedbed.
" Use seasonal nurse crop in accordance with seeding dates as below:
March, April through May 15th ....................
stated
Annual Rye
May 16th through August 15th ....................
Foxtail Millet
August 16th through September, October .............
Annual Rye
November through February ......................
Winter Rye
* * * If Flatpea is used, increase to 30 lbs./acre. All legume seed must be properly
inoculated. Weeping Lovegrass may also be included in any slope or low -
maintenance mixture during warmer seeding periods; add 10-20 lbs/acre in mixes.
EROSION AND SEDIMENT
CONTROL NARRATIVE
Description: The project development will consist of the construction of a parking lot and access road.
The property is zoned B2 and is located on Berryville Pike (Route 7) approximately 780 feet west of the
intersection of the Millbrook Drive and Berryville Pike (Route 7) intersection in Frederick County,
Virginia. The total site area is 1.06 acres, of which approximately 0.28 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 being used for the Home Paramount Pest Control
business. The site has an existing building, access road, and parking lots. The northern portion of the
site is grassed with woods along the property line. The site drains from the northeast to the southwest.
Adiacent areas: The site is bounded by residential houses to the east and west with both zoned RP.
The property to the north is vacant and zoned B3. To the south is Berryville Pike (route 7).
Offsite areas: No offsite areas will be impacted by this project.
Soils: The existing soil conditions were obtained from the NRCS Soils Survey. Refer to the soils map
this sheet.
Critical areas: This site does not contain any critical areas.
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:
Install Temporary Construction Entrances with Wash Racks (3.02) at the existing parking lot and to
minimize sediment carried onto roadway. Entrances shown on E&S Phase plan are approximate -
Contractor is to locate existing property access and install entrance accordingly. The parking lot
construction entrance and wash rack shall remain throughout all phases of construction.
Install silt fence as shown on the plans to intercept and detain small amounts of sediment from
disturbed areas during construction in order to prevent sediment from leaving the site.
Nearing completion of the final grade, the storm sewer shall be installed. Inlet protection (3.07) shall
be installed on all new inlets throughoutthe site.
Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1 or
greater) and as needed to stabilize disturbed areas.
Vegetative Measures
Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after
final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within
seven (7) days to denuded areas that may not be at final grade but will remain dormant for longer than
fourteen (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.
SOILS MAP
HOME PARAMOUNT
Feet
1300 0 300
Mananement Strateoies
Construction shall be sequenced such that grading operations will begin and end as quickly as
possible.
The site superintendent shall be responsible for the installation and maintenance of all erosion
and sediment control measures. Maintenance of these measures throughout the project is
critical to the effectiveness of the program.
After areas above controls have been stabilized, the controls shall be cleaned up and removed.
Electric power, telephone, storm, sanitary, water & gas supply trenches are to be compacted,
seeded and mulched within five (5) days after backfilling. No more than 500 feet are to be open at
any one time.
All cut and fill slopes are to be seeded and mulched within five (5) days of completion of grading.
Drainage swales shall be stabilized with check dams until vegetation has been well established,
at which time the check dams shall be removed.
Devices listed above are considered minimum erosion and sediment controls. Additional control
measures may be necessary due to contractor phasing or other unforeseen conditions. It is the
contractors responsibility to provide additional measures to those shown, as needed, in order to
control erosion and contain sediment on site. All measures shall be installed according to the
standards and specifications in the Virginia Erosion and Sediment Control Handbook.
Stormwater Management:
Increased runoff from this development will be controlled by the Project's stormwater
management facilities.
Maintenance Program
All control measures shall be inspected daily by the site superintendent or his representative and
within 24 hours after any storm event greater than 0.5 inches of min par 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. Install construction entrance.
3. Clearing and grubbing for sediment control devices only.
4. Placement of sediment control devices.
S. Obtain inspectors approval prior to beginning grading operations.
6. Clear and grub main area of site protected by installed E&S controls.
7. Rough grade site area.
8. Install drainage devices with sediment control.
9. Final grading.
10. Restoration and stabilization of disturbed areas.
11. Remove erosion and sediment control measures with the approval of the inspector. ALL
areas to be stabilized 100% prior to installation of bioretention basins.
Note: The Frederick County Public Works and Engineering Department retains 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:
t. 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.
TABLE 3.31-B
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
"QUICK REFERENCE FOR ALL REGIONS"
Rate
Planting Dates cie
lbs. a re
Sept. 1 - Feb. 15 50/50 Mix of
E i
Annual Ryegrass
(Lolium multi-florum)
d
&
50-100
Cereal (Winter) Rye
(Secale cereale)
Feb. 16 - Apr. 30 Annual Ryegrass
60- 100
(Lolium multi-floraLn)
May 1 - Aug 31 German Millet
50
(Setaria jtalica)
MINIMUM CONSTRUCTION STANDARDS
An erosion and sediment control program adopted with this plan must be
consistent with the VSECH for 9VAC25-840-40 minimum standards:
1. Permanent or temporary soil stabilization shall be applied to denuded areas
Within seven days after final grade is reached on any portion of the site.
Temporary soil stabilization shall be applied within seven days to denuded
areas that may not be at final grade but will remain dormant for longer than 14
days. Permanent stabilization shall be applied to areas that are to be left
dormant for more than one year.
2. During construction of the project, soil stock piles and borrow areas shall be
stabilized or protected With sediment trapping measures. The applicant is
responsible for the temporary protection and permanent stabilization of all soil
stockpiles on site as well as borrow areas and soil intentionally transported
from the project site.
3. A permanent vegetative cover shall be established on denuded areas not
otherwiseerm n
p a eptly 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.
S. 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 ouffall system shall, at a minimum,
maintain the structural integrity of the basin during a 100 -year storm of 24-hour
duration. Runoff coefficients used in runoff calculations shall correspond to a
bare earth condition or those conditions expected to exist while the sediment
basin is utilized.
7. Cut and fill slopes shall be designed and constructed in a manner that will
minimize erosion. Slopes that are found to be eroding excessively within one
year of permanent stabilization shall be provided with additional slope
stabilizing measures until the problem is corrected.
8. Concentrated runoff shall not flow down cut or fill slopes unless contained
within an adequate temporary or permanent channel, flume or slope drain
structure.
9. Whenever water seeps from a slope face, adequate drainage or other protection
shall be provided.
10. All storm sewer inlets that are made operable during construction shall be
protected so that sediment -laden water cannot enter the conveyance system
without first being filtered or otherwise treated to remove sediment.
11. Before newly constructed stormwater conveyance channels or pipes are made
operational, adequate outlet protection and any required temporary or
permanent channel lining shall be installed in both the conveyance channel
and receiving channel.
12. When work in a live watercourse is performed, precautions shall be taken to
minimize encroachment, control sediment transport and stabilize the work area
to the greatest extent possible during construction. Nonerodible material shall
be used for the construction of causeways and cofferdams. Earthen fill may be
used for these structures if armored by nonerodible cover materials.
13. When a live watercourse must be crossed by construction vehicles more than
twice in any six-month period, a temporary vehicular stream crossing
constructed of nonerodible material shall be provided.
14. All applicable federal, state and local requirements pertaining to working in or
crossing live watercourses shall be met.
15. The bed and banks of a watercourse shall be stabilized immediately after work
in the watercourse is completed.
16. Underground utility lines shall be installed in accordance With the following
standards in addition to other applicable criteria:
a. No more than 500 linear feet of trench may be opened at one time.
b. Excavated material shall be placed on the uphill side of trenches.
c. Effluent from dewatering operations shall be filtered or passed through an
approved sediment trapping device, or both, and discharged in a manner that
does not adversely affect flowing streams or off-site property.
d. Material used for backfilling trenches shall be properly compacted in order to
minimize erosion and promote stabilization.
e. Restabilization shall be accomplished in accordance with this chapter.
f. Applicable safety requirements shall be complied with.
17. Where construction vehicle access routes Intersect paved or public roads,
provisions shall be made to minimize the transport of sediment by vehicular
tracking onto the paved surface. Where sediment is transported onto a paved
or public road surface, the road surface shall be cleaned thoroughly at the end
of each day. Sediment shall be removed from the roads by shoveling or
sweeping and transported to a sediment control disposal area. Street washing
shall be allowed only after sediment is removed in this manner. This provision
shall apply to individual development lots as well as to larger land -disturbing
activities.
18. All temporary erosion and sediment control measures shall be removed within
30 days after final site stabilization or after the temporary measures are no
longer needed, unless otherwise authorized by the VESCP authority. Trapped
sediment and the disturbed soil areas resulting from the disposition of
temporary measures shall be permanently stabilized to prevent further erosion
and sedimentation.
19. Properties and waterways downstream from development sites shall be
protected from sediment deposition, erosion and damage due to increases in
volume, velocity and peak flow rate of stormwater runoff for the stated
frequency storm of 24-hour duration in accordance with the following
standards and criteria. Stream restoration and relocation projects that
incorporate natural channel design concepts are not man-made channels and
shall be exempt from any flow rate capacity and velocity requirements for
natural or man-made channels:
a. Concentrated stormwater runoff leaving a development site shall be discharged
directly into an adequate natural or man-made receiving channel, pipe or storm
sewer system. For those sites where runoff is discharged into a pipe or pipe
system, downstream stability analyses at the ouffall 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 ouffalls 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 dissipatom shall be placed at the outfall of all detention facilities as
necessary to provide a stabilized transition from the facility to the receiving
channel.
It. All on-site channels must be verified to be adequate.
1. Increased volumes of sheet flows that may cause erosion or sedimentation on
adjacent property shall be diverted to a stable outlet, adequate channel, pipe or
pipe system, or to a detention facility.
j. In applying these stormwater management criteria, individual lots or parcels in
a residential, commercial or industrial development shall not be considered to
be separate development projects. Instead, the development, as a whole, shall
be considered to be a single development project. Hydrologic parameters that
reflect the ultimate development condition shall be used in all engineering
calculations.
k. All measures used to protect properties and waterways shall be employed in a
manner which minimizes impacts on the physical, chemical and biological
integrity of rivers, streams and other waters of the state.
I. Any plan approved prior to July 1, 2014, that provides for stormwater
management that addresses any flow rate capacity and velocity requirements
for natural or man-made channels shall satisfy the flow rate capacity and
velocity requirements for natural or man-made channels if the practices are
designed to (t) detain the water quality volume and to release it over 48 hours;
(it) detain and release over a 24-hour period the expected rainfall resulting from
the one year, 24-hour storm; and (iii) reduce the allowable peak flow rate
resulting from the 1.5, 2, and 10 -year, 24-hour storms to a level that is less than
or equal to the peak flow rate from the site assuming it was in a good forested
condition, achieved through multiplication of the forested peak flow rate by a
reduction factor that is equal to the runoff volume from the site when it was in a
good forested condition divided by the runoff volume from the site in its
proposed condition, and shall be exempt from any flow rate capacity and
velocity requirements for natural or man-made channels as defined in any
regulations promulgated pursuant to § 62.1-44.15:54 or 62.1-44.15:65 of the Act.
in. For plans approved on and after July 1, 2014, the flow rate capacity and
velocity requirements of § 62.1-44.15:52 A of the Act and this subsection shall
be satisfied by compliance with water quantity requirements in the Stormwater
Management Act (§ 62.1-44.15:24 et seq. of the Code of Virginia) and attendant
regulations, unless such land -disturbing activities are in accordance with
9VAC25-870-48 of the Virginia Stormwater Management Program (VSMP)
Regulation or are exempt pursuant to subdivision C 7 of § 62.1-44.15:34 of the
Act.
n. Compliance with the water quantity minimum standards set out in
9VAC25-870-66 of the Virginia Storinwater Management Program (VSMP)
Regulation shall be deemed to satisfy the requirements of this subdivision 19.
Rev. No. I Date
1 10/17/2018
H OF
I
RAN L EPLER x
Lic. No. 32809
0�i5 A,•i ZOfi
s`S10 L yG
DATE: 07/10/2018
SCALE: N/A
DESIGNED BY: WNB
FILE NO. 0161H
SHEET 5 OF -11
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Rev. No. I Date
1 10/17/2018
H OF
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RAN L EPLER x
Lic. No. 32809
0�i5 A,•i ZOfi
s`S10 L yG
DATE: 07/10/2018
SCALE: N/A
DESIGNED BY: WNB
FILE NO. 0161H
SHEET 5 OF -11
17-26
112"x B" PRESSURE
CCATREATED LUMBER
FENCING 1NAIL TO STUDS)
gx6-W 1.01.4
WWF -CENTERED
DENSITY AT THE OPTIMUM
MOISTURE CONTENT =% PER
MSHTOT-88
S"VDOT CL. A-3 REINF. CONC.
WRIA-W 1AMA VIWF ON
B" BANK RUN GRAVEL (21 OR
21A TYPE 1 MAT.)
DUMPSTER ENCLOSURE DETAIL
NOT TO SCALE
2" SM -9.5A SURFACE COURSE
6" SUBBASE VDOT STD. M -21A
PACTED SUBGRADE
(COMPACTED TO 955 DENSITY
AT OPTIMUM MOISTURE CONTENT
VDOT VM -1 METHOD)
PAVEMENT DESIGN BASED ON A SUBOUDE OR DESIGN VALUE OF 6. SOIL
TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINADON OF
REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.
LIGHT DUTY PAVEMENT SECTION
NTS
�4"�f 2„R
T
13” MIN iE
'
7" MIN.
6'. 2,
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 AS IF CAST IN PLACE, 4000 PSI IF PRECAST
WAO'BEND
@CENTER
CG -6R - 6" REV. CURB & GUTTER 10/29/14
N.T.S. VER 1
FC
EP
8' VAN ACCESSIBLE SPACE j
REFLECTIVE
.n'. '1
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2,
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W MIN.
• 2'D,BMP'86Re A
1. TNp IIFL WY E NEGIRi di CM1RT N PUCE.
BE LOCATED AT SAME POINT
3/8" BORDER
2. CONLXEM TO BE CI-U5A F CAST N PL/LE,
Ia-I
AISLE.
4000 Pal F RECAST.
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CCATREATED LUMBER
FENCING 1NAIL TO STUDS)
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WWF -CENTERED
DENSITY AT THE OPTIMUM
MOISTURE CONTENT =% PER
MSHTOT-88
S"VDOT CL. A-3 REINF. CONC.
WRIA-W 1AMA VIWF ON
B" BANK RUN GRAVEL (21 OR
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DUMPSTER ENCLOSURE DETAIL
NOT TO SCALE
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6" SUBBASE VDOT STD. M -21A
PACTED SUBGRADE
(COMPACTED TO 955 DENSITY
AT OPTIMUM MOISTURE CONTENT
VDOT VM -1 METHOD)
PAVEMENT DESIGN BASED ON A SUBOUDE OR DESIGN VALUE OF 6. SOIL
TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINADON OF
REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.
LIGHT DUTY PAVEMENT SECTION
NTS
�4"�f 2„R
T
13” MIN iE
'
7" MIN.
6'. 2,
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 AS IF CAST IN PLACE, 4000 PSI IF PRECAST
WAO'BEND
@CENTER
CG -6R - 6" REV. CURB & GUTTER 10/29/14
N.T.S. VER 1
FC
EP
8' VAN ACCESSIBLE SPACE j
REFLECTIVE
.n'. '1
BACKGROUND
A!
2,
T
NOTE:
STRIPED AREA
W MIN.
• 2'D,BMP'86Re A
3. .
BE LOCATED AT SAME POINT
3/8" BORDER
ADJACENT TO THE STRIPED
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WWF -CENTERED
DENSITY AT THE OPTIMUM
MOISTURE CONTENT =% PER
MSHTOT-88
S"VDOT CL. A-3 REINF. CONC.
WRIA-W 1AMA VIWF ON
B" BANK RUN GRAVEL (21 OR
21A TYPE 1 MAT.)
DUMPSTER ENCLOSURE DETAIL
NOT TO SCALE
2" SM -9.5A SURFACE COURSE
6" SUBBASE VDOT STD. M -21A
PACTED SUBGRADE
(COMPACTED TO 955 DENSITY
AT OPTIMUM MOISTURE CONTENT
VDOT VM -1 METHOD)
PAVEMENT DESIGN BASED ON A SUBOUDE OR DESIGN VALUE OF 6. SOIL
TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINADON OF
REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.
LIGHT DUTY PAVEMENT SECTION
NTS
�4"�f 2„R
T
13” MIN iE
'
7" MIN.
6'. 2,
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 AS IF CAST IN PLACE, 4000 PSI IF PRECAST
WAO'BEND
@CENTER
CG -6R - 6" REV. CURB & GUTTER 10/29/14
N.T.S. VER 1
UNLAWFUL
PARKING IN THIS
SPACE IS SUBJECT
TO A FINE OF
$50.00 TO $100.00
SIGN SHALL BE LOCATED
SUCH THAT IT WILL NOT
BE OBSCURED BY
VEHICLE PARKED IN
SPACE.
INTERNATIONAL SYMBOL
OFACCESSIBILITY
®�
DISPLAY CONDITIONS
12"
I --I
RESERVED
PARKING
24"
8
4.0
�- 0' MIN.
4MAX.
LIGHT COLORED i" LETTERS TI
DARK COLORED REFLECTIVE
BACKGROUND MATERIAL 4" STEEL PIPE FILLED WITH CONCRETE
HANDICAPPED PARKING 1 04/16
N.T.S.
VER 1
STONE CONSTRUCTION ENTRANCE
Rrzx CLOMP' x• mK I A 1
SIDE ELEVATION
IXbTA'O OfiCUN
10'.
12'
n n �Y�Y_�Y�I��Y�?�Y�V�Y•fi`}�`}�1kW�C�"r
SOURCE' AW8 fmm 193 Aryb1J 2w.Y'iwll9 /w W Wa401 od SNL'mppt COO 3.M Yo AM Pelle J02-1
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. SEF POSTS AND EXCAVATE A 4KC 2. STAPLE WIRE FENCING TO TIE POSTS.
TRENCH VPSLOPE ATAND THE UIS
OF POSTS.
i f /
FLOW
3. ATTAOT ME FILTER FABRIC TO TIE WIRE
FENCE PND EATEND R IMO THE TRENCH.
4. BACKFILL ND COMPACT THE
EXCAVATED SOIL
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
FILTER FABRIC
SOURC@ w hm Puts. 3.05-1
,_b'NW a
GRAVEL CURB INLET SEDIMENT
FILTER
GRAVEL FILTER" 12•
RUNOFF WATER WIRE MESH
FILTERED WATER
CdA....... i:. - _ ..L.. .. ... �.
IF
SEDIMENT
o:
CONCRETE GUTTER 12•
cu3e INLET
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB TNIM
WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE
INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED
AREAS.
a GRAVEL SHALL BE VDOT //S, #557 OR 5 COARSE AGGREGATE.
SOURCE: VA. DSWC PLATE 3.07-6
az
3 r�,
z W
Wz
W
FC
EP
8' VAN ACCESSIBLE SPACE j
REFLECTIVE
HANDICAPPED
SYMBOLS
BACKGROUND
WHEEL STOP
WTH EP
2,
T
NOTE:
STRIPED AREA
W MIN.
MMP FOR HANDICAPPED MUST
2" LETTERS S
UNLAWFUL
PARKING IN THIS
SPACE IS SUBJECT
TO A FINE OF
$50.00 TO $100.00
SIGN SHALL BE LOCATED
SUCH THAT IT WILL NOT
BE OBSCURED BY
VEHICLE PARKED IN
SPACE.
INTERNATIONAL SYMBOL
OFACCESSIBILITY
®�
DISPLAY CONDITIONS
12"
I --I
RESERVED
PARKING
24"
8
4.0
�- 0' MIN.
4MAX.
LIGHT COLORED i" LETTERS TI
DARK COLORED REFLECTIVE
BACKGROUND MATERIAL 4" STEEL PIPE FILLED WITH CONCRETE
HANDICAPPED PARKING 1 04/16
N.T.S.
VER 1
STONE CONSTRUCTION ENTRANCE
Rrzx CLOMP' x• mK I A 1
SIDE ELEVATION
IXbTA'O OfiCUN
10'.
12'
n n �Y�Y_�Y�I��Y�?�Y�V�Y•fi`}�`}�1kW�C�"r
SOURCE' AW8 fmm 193 Aryb1J 2w.Y'iwll9 /w W Wa401 od SNL'mppt COO 3.M Yo AM Pelle J02-1
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. SEF POSTS AND EXCAVATE A 4KC 2. STAPLE WIRE FENCING TO TIE POSTS.
TRENCH VPSLOPE ATAND THE UIS
OF POSTS.
i f /
FLOW
3. ATTAOT ME FILTER FABRIC TO TIE WIRE
FENCE PND EATEND R IMO THE TRENCH.
4. BACKFILL ND COMPACT THE
EXCAVATED SOIL
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
FILTER FABRIC
SOURC@ w hm Puts. 3.05-1
,_b'NW a
GRAVEL CURB INLET SEDIMENT
FILTER
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INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED
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WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE
INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED
AREAS.
a GRAVEL SHALL BE VDOT //S, #557 OR 5 COARSE AGGREGATE.
SOURCE: VA. DSWC PLATE 3.07-6
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SWM PRE-DEVELOPMENT DRAINAGE DIVIDES
SWM POST-DEVELOPMENT DRAINAGE DIVIDES
20 10 0 20 40
SWM LEGEND
20 10 0 20 40
RA Y L EPLER
LIC. No. 32809
SCALE: 1" = 20'
SCALE: 1" = 20'
"c�'y, G�
"A" DRAINAGEAREA LABELS
`rIONAL
DRAINAGE DIVIDES
DATE: 07/10/2018
SCALE: 1" = 20'
BD HYDROLOGIC SOIL TYPE
DESIGNED BY: WNH
FILE NO. 0161H
SHEET 9 OF 11
17-26
PLANT SIZE:
1. CALIPER MEASUREMENTS SHALL BE TAKEN AT A POINT ON THE TRUNK 61NCHES ABOVE NATURAL GRADE FOR
TREES UP TO 4 INCHES IN DIAMETER; AND AT A POINT 12 INCHES ABOVE NATURAL GRADE FOR TREES OVER 4 INCHES IN
DIAMETER.
2. SINGLE TRUNK TREES SHALL NOT INCLUDE THE 'V` CROTCHES THAT COULD BE POINTS OF WEAK LIMB STRUCTURE
OR DISEASE.
3. SHRUBS HEIGHT SHALL BE MEASURED FROM THE GROUND TO THE AVERAGE HEIGHT OF THE TOP OF THE PLANT.
SPREAD SHALL BE MEASURED FROM THE END OF THE BRANCHING, EQUALLY AROUND THE PLANT. MEASUREMENTS
SHALL NOT INCLUDE TERMINAL GROWTH.
4. HEIGHT AND SPREAD DIMENSIONS SPECIFIED SHALL REFER TO THE MAIN BODY OF THE PLANT AND NOT FROM
BRANCH TIP TO TIP.
5. TREES AND SHRUBS THAT ARE TO BE PLANTED IN UNIFORM MASSES AND/OR ROWS SHALL BE OF UNIFORM SIZE,
SHAPE, AND VIGOR,
MULCH:
1. MULCH SHALL BE EITHER COMPOSTED HARDWOOD BARK, DOUBLE SHREDDED HARDWOOD BARK, PINE BARK OR
APPROVED EQUAL,
AND FREE OF FOREIGN MATTER. APPLY A 2-3" THICK LAYER OF APPROVED MULCH BEGINNING AT A DISTANCE OF 6"
AWAY FROM THE TRUNK OF TREES AND SHRUBS.
2. ALL INTERIOR, STREET, AND PERIMETER TREES SHALL HAVE A MULCH BED CUT UNDER THE TREE EQUAL TO A 6'
RADIUS AROUND THE TREE TRUNK, WHEN POSSIBLE.
FERTILIZER:
1. FERTILIZER SHALL BE GRANULAR PACKET OR PELLET WITH 35% TO 80% OF TOTAL NITROGEN IN ORGANIC FORM. IT
SHALL BE A COMPLETE FERTILIZER WITH A MINIMUM ANALYSIS OF 10% NITROGEN,6 /" PHOSPHOROUS AND 4%
POTASSIUM. GRANULAR FERTILIZER SHALL BE APPLIED TO THE SOIL MIX WITH A 10.6.4 ANALYSIS AT THE FOLLOWING
RATES: TREE PITS 2-3 LBS. PER INCH OF TRUNK DIAMETER; SHRUB BEDS 2 LBS. PER 100 SQUARE FEET OF BED AREA
(OR 1/4 I.B. PER FOOT OF HEIGHT OR SPREAD). GROUND COVER, VINE AND HERBACEOUS PLANTS, 2-3 USE. PER 100
SQUARE FEET. THE OWNER RESERVES THE RIGHT TO DETERMINE THE TIME FERTILIZATION SHOULD OCCUR WITHIN
THE ONE YEAR GUARANTEE PERIOD.
TOPSOIL:
1. TOPSOIL, IF REQUIRED, SHALL BE FERTILE, FRIABLE NATURAL LOAM, UNIFORM IN COMPOSITION, FREE OF
STONES,CLUMPS, PLANTS, AND THEIR ROOT DEBRIS AND OTHER EXTRANEOUS MATTER OF 1 INCH IN DIAMETER, AND
CAPABLE OF PERMITTING VIGOROUS PLANT GROWTH. TOPSOIL SHALL HAVE A PH RANGE OF 6.0 TO 65-, WITH A PH
RANGE OF 5.0 TO 5.5 FOR PLANTS REQUIRING ACID SOILS. CONTRACTOR SHALL PROVIDE SOIL ANALYSIS TO OWNER
PRIOR TO IMPORTING TOPSOIL ONTO THE PROJECT SITE.
PERMANENT SEED I SOD AREAS:
1. AREAS TO RECEIVE SEED AND/OR SOD SHALL BE FREE OF STONES, ROOTS, DEBRIS ETC. IN EXCESS OF 2 INCHES IN
SIZE AND UNIFORMLY GRADED FOR PROPER DRAINAGE AND ACCEPTANCE OF THE SEED/SOD.
2. AREAS TO RECEIVE SEED AND/OR SOD THAT ARE COMPACTED SHALL BE TILLED TO A MINIMUM DEPTH OF 6" TO
LOOSEN THE COMPACTED SOILS.
3. LAWN SEED OR SOD VARIETIES SHALL BE AN IMPROVED VARIETY, TURF TYPE TALL FESCUE BLEND. THE CONTRACTOR
SHALL SELECT FROM VARIETIES THAT ARE APPROVED BY THE VIRGINIA AND /OR MARYLAND DEPARTMENT OF
AGRICULTURE ORAS OTHERWISE NOTED.
4. NO SLOPE IN EXCESS OF 25% SHALL BE SEEDED OR SODDED.
5. REFERTO THE CURRENT EDITION OF THE LANDSCAPE SPECIFICATION GUIDELINES, PUBLISHED BY THE L.C.A. FOR
METHODS OF SEED/SOD INSTALLATION.
LOCATION
1. TREES SHALL BE LOCATED A MINIMUM OF FIVE (5) FEET FROM WATER AND/OR SEWER LINES, AND FOUR (4) FEET
FROM WALLS AND WALKS CONTRACTOR MAY MAKE MINOR ADJUSTMENTS TO PLANT LOCATIONS IN THE FIELD SO AS TO
AVOID UTILTIES, SWALES AND OTHER UNFORSEEN CONFLICTS. IF UNUSUALLY LARGE DESCREPANCIES ARISE BETWEEN
ACTUAL FIELD LIMITS AND THOSE PLANTING AREAS SHOWN ON THE PLAN , THE CONTRACTOR SHALL NOTIFY THE
OWNER'S REPRESENTATIVE PRIOR TO PLANTING. FAILURE TO MAKE THIS NOTIFICATION MAY RESULT IN THE
CONTRACTOR'S NEED TO RELOCATE THE PLANT MATERIAL AT HIS OWN EXPENSE,
2. TREES AND SHRUBS THAT ARE TO BE PLANTED IN UNIFORM MASSES AND/OR ROWS SHALL BE OF UNIFORM SIZE,
SHAPE, AND VIGOR.
EXCAVATION AND INSTALLATION:
1. HOLES FOR TREES, SHRUBS, & PLANT BEDS SHALL BE EXCAVATED TO THE WIDTH AND DEPTH AS SHOWN ON THE
DETAILS.ALL HOLES SHALL HAVE VERTICAL SIDES AND PIT DEPTH SHALL BE ADEQUATE SO AS TO ALLOW FOR 118
MAXIMUM OF ROOT BALL TO BE ABOVE FINISH GRADE.
2. HOLES FOR TREES SHALL BE TWELVE INCHES WIDER THAN THE BALL ON ALL SIDES.
3. HEDGES SHALL BE PLANTED IN A TRENCH T WIDER THAN THE SIZE OF THE BALL OR CONTAINER. BEDS FOR MASS
PLANTING AND FOR GROUND COVER, HERBACEOUS PLANTS AND VINES SHALL BE ENTIRELY ROTOTILLED TO A DEPTH
OF 8".
4. PLANTS SHALL BE CENTERED IN THE PLANT PIT AND ORIENTED FOR THE OPTIMUM VISUAL EFFECT. PLANT SHALL BE
SET PLUMB AND STABILIZED UNTIL BACKFILL MATERIAL HAS BEEN PLACED. CONTRACTOR SHALL MAINTAIN TREES SO
THEY REMAIN UPRIGHT AND VERTICAL THROUGHOUT THE WARRANTY PERIOD.
5. REMOVE TAGS, TWINE, ROOT BASKETS FROM ENTIRE ROOT BALL. REMOVE BURLAP FROM TOP ill OF ROOT BALL.
6. BACKFILL PIT WITH PLANTING SOIL MIX AND FERTILIZER TO APPROXIMATELY TWO-THIRDS FULL. TAMP AND WATER
PLANT PIT. FILL PIT WITH REMAINING SOIL MIX AND CREATE SOIL BERM. BACKFILL SHALL BE REASONABLY FREE OF
STONES, SUBSOIL, CLAY LUMPS, STUMPS, ROOTS BERMUDA GRASS LITTER, TOXIC SUBSTANCES, OR ANY OTHER
MATERIAL WHICH MAY BE HARMFUL TO PLANT GROWTH OR HINDER PLANTING, OR MAINTENANCE OPERATIONS.
SHOULD ANY UNFORSEEN OR UNSUITABLE PLANTING CONDITIONS ARISE, SUCH AS FAULTY SOIL DRAINAGE OR
CHEMICAL RESIDUES, THEY SHOULD BE CALLED TO THE ATTENTION OF THE OWNER AT THE TIME OF PLANTING.
BACKFILL SHALL BE WELL WORKED ABOUT THE ROOTS AND SETTLED BY WATERING.
7. MULCH ALL TREE PITS, SHRUB, GROUND COVER AND FLOWERING BEDS WITH A 3' LAYER OF MULCH IMMEDIATELY
AFTER PLANTING. ALL BED LINES SHALL BE CUT WITH A SMOOTH EDGE TO A MINIMUM DEPTH OF 3 INCHES. TREES
LOCATED WITHIN THREE FEET OF SHRUB BEDS SHALL BE MULCHED AS PART OF THE SHRUB BED.
PARKING LOT LANDSCAPE CALCULATIONS
1. INTERIOR LANDSCAPING:
1 TREE PER 10 SPACES, 14 SPACES / 10 = 2 TREES REQUIRED
2 TREES PROVIDED
2. PERIMETER LANDSCAPING:
6,944 SF OF IMPERVIOUS AREA
1 TREE PER 2,000 SF OF IMPERVIOUS PAVEMENT UP TO 100,000 SF = 4 REQUIRED TREES
100,000 SF x (1 TREE 12,000 SF) = 4 TREES PROVIDED
TOTAL PERIMETER TREES REQUIRED = 4, TOTAL TREES PROVIDED = 4
TOTAL PARKING LOT LANDSCAPE TREES REQUIRED = 6, TOTAL TREES PROVIDED = 6
NOTES:
1) PLANT SYMBOLS SHOWN ON PLANS ARE ILLUSTRATIVE IN SIZE, ACTUAL SIZES OF PLANTS ARE FOUND WITHIN PLANT LIST
2) ALL PLANTING SHALL CONFORM WITH SEC 165.203.0113 OF THE FREDERICK COUNTY ZONING ORDINANCE
(PLANT SELECTION, PLANTING PROCEDURE, AND MAINTENANCE).
3) ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT.
4) NO TREES OR SHRUBS SHOULD BE PLACED ON FGSA EASEMENTS (SHRUBS ONLY WOULD BE ALLOWED WHEN SHIELDING HEADLIGHT
GLARE PER COUNTY ORDINANCE REQUIREMENTS SEC. 165-203.02)
1. THE LANDSCAPE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES ANDIOR THE GENERAL CONTRACTOR AT LEAST 48
HOURS PRIOR TO CONSTRUCTION.IN ADVANCE OF CONSTRUCTION TO LOCATE UTILITIES. CONTRACTOR SHALL BE
RESPONSIBLE FOR DAMAGE TO ANY UTILITIES CAUSED BY HIS METHODS OF CONSTRUCTION OR OPERATIONS -IF THERE
IS A CONFLICT WITH UTILITIES AND THE PLANTING, THE LANDSCAPE ARCHITECT SHALL BE RESPONSIBLE FOR
RELOCATING PLANTS PRIOR TO THE PLANTING PROCESS. ANY COST DUE TO RELOCATING AFTER PLANTING SHALL BE
BORNE BY THE OWNER. IF PLANTS ARE TO BE INSTALLED IN AREAS THAT SHOW OBVIOUS POOR DRAINAGE, AND THE
PLANTS ARE INAPPROPRIATE FOR THAT CONDITION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE
ARCHITECT AND OWNER. IF THEY DEEM NECESSARY, THE PLANTS SHALL BE RELOCATED, THE CONTRACT SHALL BE
ADJUSTED TO ALLOW FOR DRAINAGE CORRECTION AT A NEGOTIATED COST, OR THE PLANT SELECTION MODIFIED BY
THE LANDSCAPE ARCHITECT TO ACCOMMODATE THE POOR DRAINAGE.
2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE'LANDSCAPE SPECIFICATION
GUIDELINES FOR MARYLAND, VIRGINIA, &THE DISTRICT OF COLUMBIA" AS PUBLISHED BY THE LANDSCAPE
CONTRACTORS ASSOCIATION, UNLESS OTHERWISE STATED ON THE PLAN.
3. EXISTING TREES SHALL NOT BE REMOVED, EXCEPT AS SHOWN ON THESE PLANS, UNLESS AUTHORIZATION IS GIVEN
BY THE OWNER OR HIS REPRESENTATIVE,
4. PACKAGED MATERIALS SHALL BE DELIVERED IN UNOPENED CONTAINERS OR BUNDLES, IDENTIFIED WITH NAME,
BRAND, TYPE, WEIGHT & ANALYSIS. MATERIALS SHALL BE STORED SO AS TO PREVENT DAMAGE OR INTRUSION BY
FOREIGN OBJECTS.
5. CONTRACTOR SHALL ENSURE THAT PROPER GRADING OPERATIONS HAVE OCCURRED SO AS NOT TO HAVE PONDING
OF WATER WITHIN PLANT PITS OR BEDS.
6. TREES AND SHRUBS SHALL BE DELIVERED AFTER PREPARATIONS FOR PLANTING HAVE BEEN COMPLETED. CARE
SHALL BE TAKEN SO AS NOT TO DAMAGE BARK BRANCHES ROOT BALL OR PLANT MATERIALS IN GENERAL. IF PLANTING
OF TREES OR SHRUBS IS DELAYED MORE THAN EIGHT HOURS THEY SHALL BE PLACED IN SHADE, COVERED WITH SOIL
OR OTHER ACCEPTABLE MATERIAL, AND KEPT MOIST. MATERIALS SHALL NOT REMAIN UNPLANTED FOR MORE THAN TEN
(l
0 DAYS.
MAINTENANCE/ WARRANTY
1. THE CONTRACTOR SHALL BE RESPONSIBLE DURING THE DURATION OF THE CONTRACT AND UP TO THE TIME OF FINAL
ACCEPTANCE FOR KEEPING THE PLANTING AND WORK INCIDENTAL THERETO IN GOOD CONDITION BY REPLANTING,
PLANT REPLACEMENT, WATERING, WEEDING, CULTIVATING, PRUNING AND SPRAYING, RESTAKING AND CLEANING UP
AND BY PERFORMING ALL OTHER NECESSARY OPERATIONS OF CARE FOR PROMOTION OF GOOD PLANT GROWTH SO
THAT ALL WORK IS IN SATISFACTORY CONDITION AT TIME OF FINAL ACCEPTANCE, AT NO ADDITIONAL COST TO THE
OWNER.
2. THE CONTRACTOR SHALL BE REQUIRED TO REMOVE ALL DEBRIS, TRASH, AND UNNECESSARY MATERIALS FROM THE
AREA OF WORK AND/OR THE PROPERTY ON A DAILY BASIS,
3. THE CONTRACTOR SHALL REMOVE ALL DEAD PLANT MATERIAL FROM THE JOB SITE ON A WEEKLY BASIS.
CONTRACTOR SHALL ALSO BE REQUIRED TO RETAIN A LOG OF ALL PLANT MATERIALS REMOVED DUE TO DEATH OR
INJURY SO AS TO PROPERLY IDENTIFY THOSE PLANTS FOR REPLACEMENT.
4. THE CONTRACTOR SHALL BE REQUIRED TO REGRADE, RESEED / SOD, MULCH ETC. ALL LAWN AREAS DISTURBED AS A
RESULT OF HIS PLANTING OPERATIONS,
WARRANTY AND REPLACEMENT:
1. THE STANDARD WARRANTY FOR ALL MATERIAL INCLUDING PLANTS, BUT EXCLUDING SOD, BULBS, AND ANNUALS, IS
FOR ONE (1) YEAR PERIOD, COMMENCING ON THE DATE OF INITIAL ACCEPTANCE. ALL PLANTS SHALL BE ALIVE AND IN
SATISFACTORY GROWTH AT THE END OF THE GUARANTEE PERIOD.
2. ANY PLANT MATERIAL THAT IS 25% DEAD OR MORE SHALL BE CONSIDERED DEAD AND MUST BE REPLACED AT NO
CHARGE. 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.
GENERAL CONDITIONS
SCOPE OF WORK
THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT TO COMPLETE ALL LANDSCAPE
WORK AS SHOWN ON THE PLANS AND SPECIFICATIONS.
STANDARDS
1. ALL PLANTS SHALL BE PROPERLY MARKED FOR IDENTIFICATION AND CHECKING AND ARE SUBJECT TO APPROVAL BY
THE OWNER'S REPRESENTATIVE,
2. STATE OR FEDERAL NURSERY INSPECTION CERTIFICATES SHALL BE FURNISHED TO THE OWNER UPON REQUEST.
3. THE CONTRACTOR SHALL VERIFY PLANT QUANTITIES AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE
ATTENTION OF THE OWNER. IF THERE IS A DISCREPANCY BETWEEN THE DRAWING AND THE LIST ON THE PLANS, THE
DRAWING SHALL TAKE PRECEDENCE.
4. ALL PLANT MATERIAL WILL CONFORM TO THE CURRENT EDITION OF THE'AMERICAN STANDARD FOR NURSERY STOCK'
PUBLISHED BY AMERICANHORT AND CONFORM IN GENERAL TO THE REPRESENTATIVE SPECIES.
5, PLANT MATERIAL MUST BE SELECTED FROM NURSERIES THAT HAVE BEEN INSPECTED AND CERTIFIED BY STATE
PLANT INSPECTORS.COLLECTED MATERIAL MAY BE USED ONLY WHEN APPROVED BY OWNER'S REPRESENTATIVE.
NOMENCLATURE WILL BE IN ACCORDANCE WITH HORTUS III BY L.H. BAILEY.
6. PRE-BID SUBSTITUTIONS: 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 HISHER CONSIDERATION. THE LANDSCAPE CONTRACTOR WILL
NOTIFY THE LANDSCAPE ARCHITECT IF THERE ARE KNOWN, DISEASES OR INSECT RESISTANT SPECIES THAT CAN BE
SUBSTITUTED FOR A SELECTED PEST -PRONE PLANT. THE CONTRACTOR SHALL SUBMIT A BASE BID AS PER PLAN PLUS
PRICE CLARIFICATIONS FOR ALL RECOMMENDED SUBSTITUTIONS.
7. POST -BID SUBSTITUTIONS: IT IS THE INTENT TO ELIMINATE POST -BID SUBSTITUTIONS. HOWEVER, IN THE EVENT THAT
THE CONTRACT MATERIAL HAS BECOME UNAVAILABLE, AN APPROPRIATE SUBSTITUTION MUST BE APPROVED BY THE
OWNER'S REPRESENTATIVE. SUBSTITUTIONS SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL FROM THE
OWNER. ANY SUBSTITUTIONS MADE WITHOUT THIS APPROVAL MADE BE SUBJECT TO REJECTION AND REMOVAL AT THE
CONTRACTOR'S EXPENSE.
8. PLANT MATERIAL SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY OWNER OR OWNER'S REPRESENTATIVE FOR
CONFORMITY TO SPECIFICATION REQUIREMENTS AS TO QUALITY, SIZE AND VARIETY, PLANTS DAMAGED IN HANDLING
OR TRANSPORTATION MAY BE REJECTED BY THE OWNERS REPRESENTATIVE,
PLANT QUALITY:
1. ALL PLANTS SHALL BE NURSERY GROWN IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICE AND BE FREE OF
PLANT DISEASE, INSECTS, EGGS AND LARVAE AND SHALL HAVE HEALTHY ROOT SYSTEMS.
2. ALL PLANT SIZES SHALL AVERAGE AT LEAST THE MIDDLE OF THE PLANT RANGE GIVEN IN THE PLANT LIST, BUT IN NO
CASE SHALL ANY PLANT BE LESS THAN THAT SIZE STATED FOR THAT SPECIES..
3. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM ROOT BALLS FREE OF NOXIOUS WEEDS, THERE SHOULD
BE NO EXCESS SOIL ON TOP OF THE ROOTBALL OR AROUND THE TRUNK.
4. CONTAINER GROWN STOCK SHALL HAVE BEEN GROWN IN THE CONTAINER LONG ENOUGH FOR THE ROOT SYSTEM TO
HAVE DEVELOPED SUFFICIENTLY TO HOLD ITS SOIL TOGETHER.
5. EVERGREEN TREES SHALL BE UNIFORMLY WELL SHAPED WHEN LISTED AS"HEAVY" OR "FULL".
6. PRUNING SHALL BE DONE PRIOR TO OR DURING PLANTING OPERATION.
7. ALL PLANT MATERIAL IN TRANSIT SHALL BE COVERED WITH BURLAP OR SIMILAR COVER TO KEEP IT FROM WIND
DAMAGE AND DRYING OUT. THE COVERING SHALL COMPLY WITH THE STATE AND LOCAL LAWS PERTAINING TO THE
TRANSPORT OF MATERIALS.
8. DO NOT REMOVE CONTAINER GROWN STOCK FROM CONTAINERS UNTIL PLANTING TIME.
9. 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.
10. TREES SHALL BE PLACED IN AN UPRIGHT POSITION WITH THE ROOTBALL COVERED BY MULCH AND KEPT MOIST.
TREES AND SHRUBS SHOULD NOT BE LEFT ON SITE UNPLANTED FOR MORE THAN 24 -HOURS WITHOUT ADEQUATE
WATER TO INSURE ROOT SURVIVAL.
iM SSB -A-1
AVF A lMllm %R/MRAIN
LdW FC SII
SCREEN
E NOTE)
NOTES
1. EXISTING WOODLANDS SATISFIES BUFFER
REQUIREMENTS FOR THE BACK SIDE OF THE SITE
AND WILL BE PRESERVED. IF WOODLANDS ARE
REMOVED ADDITIONAL BUFFER TREES WILL BE
REQUIRED.
2. 9" VEGETATIVE STRIP TO THE REAR OF THE
PARCEL SHALL BE USED AS THE REQUIRED
PARKING HEADLIGHT SCREEN. SHOULD AT ANY
TIME THIS VEGETATIVE STRIP BE REMOVED THE
PROPERTY OWNER SHALL PLANT A HEADLIGHT
SCREEN MEETING THE REQUIREMENTS OF
165-201.01(13)a.
LANDSCAPE NOTES:
TREE SIZE ON PLAN VIEW IS TO DIFFERENTIATE BETWEEN INTERIOR AND
PERIMETER LANDSCAPE TREES. SIZES ARE AS SHOWN IN PLANT SCHEDULE
SET TOP 1/e
ABOVE
REMOVE 1
TOP 1/2 OF
SACKFUL WITH SOIL
EKISTNG SOIL & 1/4 ORD
PRUNE RU
PLANT LIST
50 25 0 50 100
SCALE: 1" = 50'
Key
Botanical Name/Common Name
Qty.
Size
Spacing
Notes
TREES
H
z
O
Ar
Acer rubrum/Red Maple
8
3" cal.
As shown
b&b, well -branched
W �
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U
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z
BUFFER TREES
� U
Ps
Pinus StrobusMhite Pine
33
6' ht.
As shownfull
& dense
Ar
Acer rubruMRed Maple
50
3" cal.
As shown
b&b, well -branched
NOT TO SCALE
MIN
SHRUB PLANTING DETAIL
scue xm m scuE
NOT TO SCALE
TREE CHAIN OR TE
RUBBER HOSE
OPTIONAL WITH TIE
UPRIGHT STAKES -IN SEVERE
MND CONDITONS-EXTENDED TO
FIRM BEARING SOIL
PLACE STAKES PARALLEL
TO WALKS AND BUILDINGS
TREE PLANTING - VERTICAL STAKES
1Rff.R w' crL s - NOT M s
az
-Z w
Wz
CcW
Rev. No. I Date
2 01/11/2019
F I
t�
RAND L EPLER
Lic. No. 326009
s`SIONALyG
DATE: 07/10/2018
SCALE: i" = 50'
DESIGNED BY: WNE
FILE NO. 0161H
SHEET 10 OF 11
17-26
I-
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Rev. No. I Date
2 01/11/2019
F I
t�
RAND L EPLER
Lic. No. 326009
s`SIONALyG
DATE: 07/10/2018
SCALE: i" = 50'
DESIGNED BY: WNE
FILE NO. 0161H
SHEET 10 OF 11
17-26
D. Locedim ofstrneNmes.
(1) Al least three pecimetmwAl ofell industrial, ommardid, public crse.ipublic or residential mvsures
with three m more dwelling units per structure shall be within 200 feet of a street, 5re two or private
"tree"
(2) Boundaries exceeding 3o fret in height shad! Out be set back mom thin So feet from a sheet, fire lane or
private sorer
(3) When anyunderpaid ofpstrate fire -protection finalities, including but not limited to fire-comadve
roofs, fire sepamfioo walls, space sepmatim and automatic fire -extinguishing systems, is Provided, and
approved by the nee Marshal or bis/ber designated repmeM five As an acceptable altemative,
Subsection D(2) shall not apply.
(4) The Mrs Marshal or his/her designated representative may, in m.mn with the coral volurdeerfire
ere at least two means of.. for fires mtos to all mmmamial redindnlred
mum an requ' app
oration
mundane. Those access ways shalt dies the requiremevb of Subsection H(3).
L5) Iandsmpin, or other obstmsi.. shelf pot be placed around structures or hydrants in a.awer so n to
impair or impede aceeasibility for fire -fighting and rescue operations.
E. Water supply.
(1) Water supply ayshms And be designed so- to be mpable ofsupplying at least; poo Bottom per minute
at 20 pounds per square inch. Water supplies shall be made available and operetional before
combustibles are m site during corshpetim.
(2) h eros devsop st with single-family detached or duplex dwelhg units, there shall be A fire hydrant
within 400 feet of aU wits. In areas developed with [hare m five dwelling unite per smrnrre, there shall
be a hydrant Within 300 feet 4all more. In meas developed with six or more dwelling units per
drudure, there shall be at lent two hydrants within Soo feet of all mit. In mese developed Who
industrial or commercial du clopmmt(s), there shall be a hydrant within Soo feet of all portions of any
structure. Whom me hydrant is dedicated to the operation of a standpipe system, there shall be at lmst
one other hydrant meeting the dismnce requirements ser ford) above. The hydrant dedicated to the
Operation of the dmdpiN system shall Put be farther than So feet from the standpipe. DLstance
me-ucemmis under this section shall le along center -fine roadway surfaces or along surfares meeting
the requGements Ma fire lace (designated or undnignated) where appropriars, but in all case accen to
each hydrant shelfbe directly from a roadway and/or fire lane.
(3) Fire hydranh shall be marked In accordance with the Frederick County Sanitation, Authority policy.
(4) Fire hydromer ].led In packing are- shall be protected by barriers that will prevent phy diad damage
from venicless.
(5) Finelkwlrents shall be located within three feet of the curb lion office lanes, strait or private streets
who installed along such amen ways.
(6) Moo hydrmts shall be human in accordance with the standards ofthe Frederick Comty Rani dm
Authority.
(7) Threads on fire hydrant option shall conform to Frederick County Smitation Authority Policy.
(8) Film hyde u shall be supplied by not Is. than a six-inch diameter mein.
N
Guidelines referenced from the
2012 Frederick County Fire Prevention Code
APPENDIX D FIRE APPARATUS ACCESS ROADS
D104.3 Remmeness
Where two fire apparatus access roads are required, they shall be placed a distance apart equal to not Imthan one hall
of the length of the maximum overall diagonal dimension of the lot or area to be served, measured in a stralght line
between crosses.
SECTION DIGS AERIAL FIRE APPARATUS ACCESS ROADS
DM.I Where required
Where the crertiol distance between the grade plane and the highest roof surface exceeds 30 feet (9144 mm), approved
aerial fire apparatus access roads shall be provided For purposes of this section, the higher[ roof surface shall be
determined by measurement to the save of a pitched roof, the intersection oftbe roof to the exterior well, or the top Of
Parapet wails, whichever is greater.
11105.1 W1dth
Aerial fire apparatus access roatls shall have a minimum unobstructed width of 26 feet (7925 comb exclusive of
shoulders, In me immediate vicinity of the building or portion thereof.
D105.3 Proximity to building
At least one of the required access mines meeting this condition shall be located within a minimum of 15 fee (4572
mm) and a maximum of 30 feet (9144 and from the building and shall be posdloned parallel to 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 official.
DIMAObsmuNons
Overhead utility and Power lines shall not be located over the aerial fire apparatus access road or between the aerial fire
apparatus mad and the building. Other obstructions shall be permitted to be placed with the approval of the fire code
official.
SECTION DIOS MULTIPLEFAMILYRESIDENTIAL DEVELOPMENTS
D106.1 Projects having mxe than IOD dwelling units
Muhiple-family residential projects having more than IM dwelling units shall be equipped throughout with two
separate and approved fire apparatus access roads.
Exception: Projects having up to 200 dwelling units may have a single approved fire apparatus access mad when all
buildings, including nonresidential Occupancies, are equipped throughout with approved automatic sprinkler systems
installed In accordance with Section 903.3.1.1 or 903.3.1.2.
Guidelines referenced from the
2012 Frederick County Fire Prevention Code
APPENDIX D FIRE APPARATUS ACCESS ROADS is
0106.2 Projects having mine than 200 dwelling units
Multiple -family residential projects having more than IN dwelling units shall te provided with two separate and
approved fire apparatus access roads regardless of whether hey are equipped with an approved automatic sprinkler
system.
WMON D107 ONE- ORMO-FAMILY RESIDENTIAL DEVELOPMENTS
D107.1 Onc Or two-famlly dwelling residential developments
Developments of one -or two-family dwellings where the number of dem 11ing uhis exceeds 30 shall be provided with
two separate and approved fire apparatus access roads, and shall meet the requirements of Soda DSN.3.
Picini
1. Where there are more than 30 dwelling units on a single public or private fire apparatus access mad and all dwelling
units areequipped throughout with ane roved automaticsPdnkiersystem In accordance with section 903.3.1.1
903.3.1.2 or 03.3.1.3 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 be Increased unless fire apparatus access
roads will conned with future development, as determined by the fire code Official.
DINREFERENCEDSTMN S
ASTM F2200-05 Standard Specification for Automated Vehicular Gate Construction D303.5
ICC IFC -12 International Fire Code D301.5,
D1o7.1
UL 325-02 Doo, Drapery, Gate Louver, and Window Operators and Systems, with Revisions through D303.5
February 2005
Frederick County, VA
Local ordinance referenced from htt➢'//ecodeg6o corn/R7or;Qao
§90-4 General requirements
The followingrequirements shall appiym all mustmction Orland development activities in ares of the County to
which this article applies:
A. Me. of access for Fire Depatbomt apparatlm.
(1) The means of mows for Fire Department apparatus and personnel shall mpsist offire lanes, private
streets, streets, parking lot lanes or a mmbivation thereof.
(2) Parking in any means of access shall not be permitted within fib feet 4a fire hydrant, sprinkler or
standpipe mwectim or in any other mawor which will c hstrud or interfere with the Fire Department's
use of the by&int or cowediov.
(3) "Noparlding" Who or another designation Indicating that parking he prohibited shall be provided at all
normal and more., access Points to shucmres and within 15 feet of each fire hydrant, spddder or
stwdpips mwection.
B. Fire hoes.
(r) The Fire Marshalorhis/herdeeigaaWdrepresenMdve,iumnmdwththelo wlunt rfuemmpmy,
maydes mtebothpubliccodprivatefiretwo-requiredforthee cimtandeffectiveuseof&e
apparatus. Said fire Ives shall be marked in amagmprncrlbed by the The Material or his/her
demanded representative. Parking in a designated fire lane awl be mntrolied by Chapter 158, Vehicles
and ltaf r, of the Frederick County Code.
(2) pica laws shall be at ]cast 20 feet in Width, with the road edge closest to the studure at lent to fed from
the stmcNre, be con strul of a hard all-weathm surface adequately designed to support any 5re
apparatus likely to be operated in such fire Ione or be of subsurface construction designed t0 support the
same toads as the above so rfams and be covered with no more them three inches of sail or mad, or both,
and be designed with radii of sufficient length to allow for safe turning by my fire apperatus likely to be
operated on such the I.,
(3) Fire lanes mgmdfing to public stress, rgadwais or private streets shall be provided with curb cots
extending at lent two feet beyond each edge of the fire hum.
(4) Chains or other bascars maybe provided at the antrum to fire lawn or private streets, provided that
they One Gutalled according to the requmemevts of the Authority Tom ng Jurisdiction.
C. promising lot Imes.
Parking lot lanes shall have a minimum of 15 feet clear width between rows of puked vehicles for
vehicular access and movement.
Guidelines referenced from the
or. (Feat
2012 Frederick County Fire Prevention Code
m1w
APPENDIX D FIRE APPARATUS ACCESS ROADS
XmeRpuive
MMOND101GENEML
M
Droll Scope
501-750
Fire apparatus access roads shall be in accordance with this appendix and all other applicable requirements
of the
International Fire Code.
Special mussull reacted
SECTION D102 REQUIRED ACCESS
0102.1 Axes and loading
Fullitles, buildings or portions of buildings hereafter constructed shall be pro rate to fire department apparatus by
way of an approved fire apparatus access mad with an asphalt, concrete or other approved driving surface capable of
supporting the Imposed land of fire apparatus weighing at least 75,000 pounds (34 050 ad.
SECTION DIN MINIMUM SPECIFICATIONS
D103.1 Access road width with a hydrant
Where a fire hydrant is looted on a fire apparatus access road, the minimum road width shall be 26 feet (7925 mm),
exclusive of shoulders (me Figure DID3.1).
�ssr se.
X
"re ~ 10'R m
cuuD OAA a msom-r• M � LAEness
forge
a" r.
nor
} m
gin
ar m
,AFWT14LM a.. moss"hMLEnLIERN.iIh£
rO carm, INNYQIfIEN
FIGURE D303.1 DEAD END FIRE APPARATUS ACCESS ROAD WRNAROUF
OM2 Grade
fire apparatus access roads shall not exceed 10 percent in grade.
Exception: Grades steeper than 10 percent as approved by the fire chief.
Guidelines referenced from the
2012 Frederick County Fire Prevention Code
APPENDIX D FIRE APPARATUS ACCESS ROADS
D103.3 Timing radius
The minimum turning radius shall be determined by the fire code official.
DIC3.4 Dead ends
Dead-end fire apparatus access roads in accost of 150 feet (45 720 mord shall be provided with width and turnaround
provisions in accordance with Table D103A
TABLE D103A REDUIREMENrs FDR DEAD-END FIRE APPARATUS ACCESS ROADS
Lawol IM)
or. (Feat
NMURpIXOFREgUIRfO
m1w
all
XmeRpuive
151 -AO
M
121Hwt Hammerhead Wiest Y or
96MM dessur cuFdeoc Ina<...0 Figure DINA
501-750
m
Iadmit Hammamead, 6Ofog1 M or
R6cra tlkrnexr cux emc In accordance wtlh Figur Dl OV
Ovar 750
Special mussull reacted
DIaiS Am apparatus access antl gates
Gates securing the fire apparatus access mads shall comply with all of the following criteria:
1. The minimum gate width shall be 20 feat (6096 mad,
2. Gates shall be of the swinging or sliding type.
3. Cons[rocEon of gates shall be of materials that allow manual operation by one person.
4. Gate components shall be maintained In an operative condition at all times and replaced or repaired when defective.
5. ElMric gates shall be equipped with a means of opening the gate by fire department personnel for emergency amass.
Emergency opening devices 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 tools or when a key box containing the bras s) to the lock is installed at the gat.
location.
7. Locking device specifications shall be submitted for approval by the fire cgtle official.
S. Electric gide operator; where troubled, shall be listed in accordance with uL 325.
9. Gates intended for automatic operation shall be designed, constructed and installed to comply with the requirements
of ASTM F 2200.
Guidelines referenced from the
2012 Frederick County Fire Prevention Code
APPENDIX D FIRE APPARATUS ACCESS ROADS
D1o3.6 Signs
Where required by the fire rode official, fire apparatus access roads shall be marked with permanent NO PARKING -FIRE
LANE signs comphing with Figure 0103.6. Signs shad have a minimum dimension of 12 inches (305 mm) wide by 18
fiches (457 mm) high and have red letters On a white reflective background Signs shall be posted oa one or both sides
of the fire apparatus road as required by Section 0303.6.1 or D103.6.2.
SIGN TYPE "A" SIGN TYPE 'C" SIGN TYPE 'D` SIGN TYPE MODIFIED "W
PANNING PANNING PANT DARNING T
FNIE IANI itRE LANE FlR18" FARE W3E0 1 F1
KING
nGtr�tm�Euxrst�tY�
D103.6.1 Roads 20 to 26 feet in width
Fire lane signs as specified in Section 0103.6 shall be posted on both sides of fire apparatus access mods that are 20 to
26 feet wide (6096 to 7925 mm).
D103.6.1 Roads more than 26 feet in width
Fire lane signs as specified in Section DIOBB shall be posted on one side of fire apparatus access roads more than 26
feet wide (7925 mm) and less than 32 feet wide (9754 mm).
SECTION DIN COMMERCIAL AND INDUSTRIAL DEVELOPMENTS
D104.1 Buildings exceeding three stories or 30 feet in height
Buildings or facitities exceeding 30 feet (9144 mm) or three stories in height shall have at lead two means of 5re
apparatus axes, for each structure.
DIN.2 Buildings exceeding M,00o square feet In area
Inloings 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 fed (11520 m2) that have a single approved
fire apparatus access mad when all buildings are equipped throughout with approved aummdic sprinkler systems.
x.
I 1v
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SIGN TYPE "C"
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50 25 0 50 100
SCALE: 1" = 50'
Lic.. �N (oi.. 3288\)0\\ 9
� J, V
1" Zb
DATE: 07/10/2018
SCALE: 1" = 50'
DESIGNED BY: WNB
FILE NO. 0161H
SHEET 11 OF 11
17-26