HomeMy WebLinkAbout67-08 Always Green Garden Ctr. - Nursery - Gainesboro - Backfile (2)SILT FENCE CULVERT INLET
PROTECTION
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OPTIONAL STONE COMBINATION
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INLET PROTECTION NOTE:
SILT FENCE USED AS INLET PROTECTION
IS NOT ALLOWED IN FREDERICK
COUNTY. CONTRACTOR MUST INSTALL
THE OPTIONAL STONE ARC AS SHOWN.
STONE CONSTRUCTION ENTRANCE
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SIDE ELEVATION
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NORTHBOUND LANES
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3 T-0-T w r- j j C I' 1.)Topsoil will be spread at a minimujn depth of 4". W
3 C1 c� v� 2.)Pulverized agricultural limestone kill be incorporated into J
DETAIL MODIFIED FOR THIS SITE 1 C-� the soil at a rate of 92 Ibs per 1000 'quare feet (2 tons per Q
�4 � C acre).
TEMPORARY SEDIMENT TRAP
Construct rip rap check
dare In an arc 5'
From Inlet. Height to
be 12'. Place
ripraparound the base
and a layer of
#57 over the rip -rap.
Contractor Is
responsible for maintaining
the structure
and Inspecting after
each rainfall.
8800'
8001' 100-yr
879.85' 10-yr
779,71' 2 yr
879,OU' Sp!!!wa y
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877,90' e Inver�i\\\\\
d28.79'
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1 SAY FRAME �T,4 K o O P P
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000C• PORCH PUMP ,QM
_50' BE _
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HIGH UP DAtR-Y—VAR- , C. CANOPY
INST. #070003561 \
(Y�S \ ZONE: B2 ASPHALT j
400.00 —
ASPHAI_
3.)Fertilize with 10-10-10 at a rate o
THESE PLANS ARE IN CONFORMAN E WITH THE FREDERICK FILE NO. 08-067
COUNTY STANDARDS AND ORDINA CES. ANY DEVIATION OR
CHANGE IN THESE PLANS SHALL BE PPROVED BY THE ZONING SHEET 4 OF 7
ADMINISTRATOR PRIOR T CONSTRUCTION.
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LEGEND
FCSA CONSTRUCTION NOTES
VDOT GENERAL NOTES
VICINITY MAP Scale 1"=1000'
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EXISTING FEATURES
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1. The Authontys Water and Sewer Standards and Specifications are available at www.fcsa water.com
VI • All work on this project shall conform to the current editions and latest revisions to the Virginia Department of
Trans ortation VDOT Road and Brid e S ecifications and Standards the Vir inia Erosion and Sediment Control
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t r a bca le stat federal or local regulations a /cable. In case of a discrepancy or
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EXISTING EDGE OF PAVEMENT £
portion f these laps are valid for two ears from date of FCSA approval.
2. The water and sanitary sewer port o o s p y PP
3. The contractor shall adhere to the standards and specifications in effect at the time of constructions
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l d ns the most strm ent shall overn.
conflict between the Standards or Specifications and Regu a o g g
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EXISTING EDGE OF GRAVEL EG
4.contractorshall coordinate with and arrange for inspection b the Authority.
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V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health
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Administration OSHA and Virginia Occupational Safety & Health NOSH Rules & Regulations.
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EXISTING CURB AND GUTTER -
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5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole.'
V3. When VDOT right -of- waall traffic control whether or temporary, shall be in accordance
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EX IN TERMEDIATE CONTOUR 43
6. When an existingwater or forced sewer main is tapped for the installation of a new line:
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a The Authority shall furnish all labor and material.
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working on permanent
with the current edition of VDOTs Work Area Protection Manual. Furthermore, all traffic control fiaggers must be
certified in accordance with Section 105.14(c) of the VDOT Road &Bridge Specifications.
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b) the developer/contracto must:
EXISTING INDEX CONTOUR � 0
1• make application and a deposit.
PP pay PP
2• mark the tap location,
V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal'
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poles, "unction boxes, controllers, etc., owned by VDOT or private/,public utility companies. It is the sole
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responsibilityof the develo er to locate and identi atilt facilities or items that may be in conflict with the
identify
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EXISTING SPOT ELEVATION X 50.0
3. coordinate installation with the engineering -assistant.
7. Exact locations sewer services on new lines are to be coordinated with the Authority's Inspector.
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construction activity. VDOT approval of these plans does not indemnify the developer from this
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EXISTING TELEPHONE LINE .�... _...�.. �........�,- .-.......�. ..
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of water and
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8. The Authority's maintenance division shall furnish and install all water mete through 2 n s
he developer's/contractor's res onsibili to have the meter box assembly Installed correctly.
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V5. Design features relating to field construction regulations, and control or safe of traffic may be subject to
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incurred field
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EXISTING SANITARY SEWERg
Before a permanent meter is installed:
change as deemed necessary b VDOT. An additional expense as a result of an revision shall
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be the responsibility of the developer.
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The box its frame and cover, must aligned with the co ersetter.
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EXISTING ELECTRIC SERVICE
EXISTING GAS LINE - --
a meter with properly
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b) The frame and cover shall be set to final grade.
c) The distance between the top of the cover and the coppersetter shall be between 18" and 21 ",
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use
permits for any work on VOOT right-of-way.
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EX. 15'" RCP
d) All components of the meter box assembly shall be in proper working order.
V7. If required b the local VDOT Resident Office a re -construction conference shall be arranged and held b the
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PROJECT INFORMA TI N
EXISTING STORM SEWER
engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and
9. For water and sewer services that connect to existing lines:
VOOT prior to initiation of work.
Owner Developer
EXISTING FENCE LINE -- - - - - - - -
a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant.
b) An Application for Service must be made and fees paid before work will begin.
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined
High Up Dairy Mart, Inc. Always Green Garden Center, LLC
EXISTING DITCH LINE
c) The Authority shall furnish and install S/8 ", 3/a ", and 1 "water services.
length of time. VDOT requires 48 hours advance notice prior to any required or requested inspection.
2118 N Frederick Pike 3016 N. Frederick Pike
Winchester, VA 22603 Winchester, VA 22603
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d) For all 1 1/z " and 2" water services, the Authority shall make the tap and bring the piping to the
V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public
Phone - (540) 667-2942
EXISTING WATERLINE W/ TEE --
property line. The contractor shall furnish and install the meter vault assembly, The Authority will
roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the
EXISTING FIRE HYDRANT EX. FH
install the meter,
e) The Authority will install all sewer laterals.
Virginia Erosion & Sediment Control Handbook. Furthermore, access to other properties affected by this project
shall be maintained through construction, The Developer shall have,; within the limits of the project, an employee
Property Data Building Setbacks Per Code Proposed
EXISTING WATER VALVE
certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who
Tax Map Number 42-A-253A Front: 50' 58'
10. Any water service line must have a backflow assembly (double check valve or RPZ, as required). The assembly
shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and
Address 2122 N Frederick Pike Left Side: 0' 118'
EXISTING REDUCER
must meet ASSE Standard No. 1015 or 1013.
operation. Deficiencies shall be promptly rectified.
Area 2.94 acre Right Side: 0' 158'
11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of
Zoning B2 Rear: 0' 93'
Legal References Inst #070003561
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EXISTING TREE DRIP LINE
check valve or a RPZ, as required). The assembly shall meet ASSE Standard No. 1048 or 1047. Any exterior,
construction.
Parking Setbacks Per Code Proposed
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privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately
V11. All water and sewer lines within existing or proposed VDOT right -of- way shall have a minimum thirty-six (36)
Front: 5' 5'
° a
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PROPOSED FEATURES
before the backflow prevention unit. Radio read remotes are required.
inches cover and when possible shall be installed under roadway drainage facilities at conflict points.
Existing Use Vacant Left Side: 5' 270'
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12. FCSA to review the mechanical plans(s) for design and material approval of. 1) the domestic water meter and
Right Side: 5' 35'
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PROP EP
its backflow prevention device, and/or 2) the fire service line's backflow prevention device.
V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, snkholes, voids, caves, etc.) encountered during
Zoning Data Rear: 5' 129'
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PROPOSED EDGE OF PAVEMENT
the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall
Open Space Minimum 15% = 19,177 sf
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cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT.
Open Space Proposed 86% = 109,632 sf Use For Parking Unit Space per Sq. Ft Calc•
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PROPOSED EDGE OF GRAVEL PROP EG
GENERAL NOTES
V13. All fill areas, borrow material and undercut areas shall be inspected ,and approved by a VOOT representative prior
F.A. R, Maximum 1. 0
F.A.R. Proposed 0.06 Garden Center 864 sf 1 per 400 sf 2
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to placement and fill, Where CBR testing is required, a VDOT representative shall be present to insure the sample
Nursery 17,152 sf 1 per 3000 6
PROP. CURB &GUTTER PROP CG-6
1. Permits must be issued from VDOT prior to an construction in a public right -of-
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obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the
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samples shall be d :.r ry identified and labeled as belonging to a project to be accepted by VOOT and that testing
Building Data
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shall be performed in accordance with all applicable VDOT standards and procedures.
Type of Construction 2C - Block/Metal Loading Space: 864 sf 1 per 10 000 sf 1
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PROP. REVERSE CURB & GUTTER I / /1PROP CG-BR / ,
2• The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way.
V14. All roadway fill, base, subgrade material, and backfill in utility/storin sewer trenches shall be compacted in six (6)
Proposed Use Garden Center
8
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PROPOSED CONTOUR 50
3• The contractor will remove all mud and debris from the public right of way that is left by vehicles entering and
inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus
Total Parking Spaces Required
�_ 44g 4Q 4Q 4., 4,•j 44
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leaving the site.
2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density
Pr. Parkin Spaces 16
Proposed Area 864 sf 9 P
PROPOSED SPOT ELEVATION + 2222-
4. Any damage to neighboring properties including county roads and sidewalks, caused by the development of this
tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge
Specifications. Certified copies of all test reports shall be submitted to VOOT daily, unless specified otherwise.
Height Maximum 35 feet
# of Handicap Spaces Required 1
cn t� v� en cry cn
site will be the responsibility of the developer. All damage must be repaired to original conditions.
Height Proposed 20 ,eat Pr- Handicap Spaces 1
PROPOSED STORM SEWER PROP. 24" ADS �T ______ _
V15• VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by
5. A construction entrance must be installed in accordance with the "Virginia Erosion and Sediment Control
VOOTT,
Lign Data # of Loading Spaces Required 1
PROPOSED SANITARY SEWER S S S
Handbook" Section 3.02. The contractor must maintain this access for the duration of the project.
V16. The installation of any entrances and mailboxes within any dedicated street right -of --way shall meet VDOT minimum
Freestanding Sign Area Allowed 150 sf Pr. Loading Spaces 1
PROPOSED TELEPHONE T T T
(1 - 4-CONDUM
6. The contractor will be responsible for adequate and positive drainage of this site.
design standards and is the responsibility of the developer.
Freestanding Sign Area Proposed 150 sf
Sign Height Allowed 25 feet
PROPOSED ELECTRIC
7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction•
V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed
Sign Height Proposed 25 feet
(3. 4-CONOUTrCA)
by the developer or, 6"- 11DOT's discretion, by VDOT on an account receivable basis following the Manual On
Sign Setback 10 feet
PROPOSED GAS LINE GAS GAS
8. All construction will be -gone following the laws and guidelines set forth by OSHA and VOSH.
Uniform Traffic Conirvi L.)evices.
Sign Spacing 100 feet
PROPOSED WATER LINE W W W
9. The contractor will noti:°'y engineer of record of any discrepancies between the approved plans and existing site
conditions,
V18. The developer must provide to the VOOT Residency Office a list of a# material sources prior to the start of
construction. Copies all invoices for dedicated be
Contact NU: ri f"Iel"S
tires
Seals andSignatures
PROPOSED WATER METER ® I Um
of materials utilized within any street right-of-way must provided
to the local VDOT Residency Office prior to acceptance of that work. Unit and total prices may be obscured.
10. The developer is for the required by this site
responsible relocation of any utilities plan.
Engineering Firm:
PROPOSED FIRE HYDRANT p&j PROP. FH
11. All Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction,
°
12• All controlled fill must be compacted to a minimum of 95 /o density following Method A' of the Standard Proctor
VI 9. Aggregate base and t-s.�base materials shall be placed on subgrade by means of a mechanical spreader. Density
will be determined usingthe dense control strip in accordance with Section 304 of the VDOT Road and Bride
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Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test
Montgomery Engr. Group, Inc. (540) 869-0308
Surveying Firm:
Montgomery Engr. Group, Inc. (540) 869-0308
p.LTH OF
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COMMON LABELS & FEATURES
ASTM-D698, AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or pavement must
reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT
be the to be during the testing the
Zoning Enforcement:
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be inspected and approved by a professional soils engineer. A geotechnical report supersedes this note if
representative shall notified and given opportunity present construction and of
density
Department of Planning (540) 665-5651
BENJAMIN C. ���( p
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provided.
control strip.
Site Inspections:
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MONTGOMERY
PROPERTY LINE OF PROJECT -
V20. Asphalt concrete pavement shall be laced in accordance with Section 315 of the VDOT Road and Bride
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Department of Inspections 540 665-5650
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13. The contractor is responsible for contacting MISS UTILITY prior to an site work. All utilities shown on this plan
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Specifications. Density be determined density
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NEIGHBORING PROPERTY LINES - - - -
are approximate locations and not all utilities may be shown.
shall using the control strip as specified in Section 315 and VTM-76.
A certified compaction technician shall these tests. Certified copies of the test be
Erosion and Sediment Control:
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perform reports shall submitted
to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and the opportunity to be
Department of Public Works (540) 665-5643
P
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S% �G 897E PLAN NUMBER �� O yj
EASEMENT LINE
litter debris The be left in the
given
during the testing the
Sanitary Sewer and Water:
10 AL
14. The contractor will contain all and on -site. work must an orderly manner at end
of each workday.
present construction and of control strip,
Fred. Co. Sanitation Authority (540) 869-1061
W
PROPERTY CORNER FOUND Q
V21. In accordance with Section 302.03, the foundations for pipe culverts- thirty-six (36) inches and larger shall be
Telephone: Verizon (301) 954-6282
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PARKING SPACE TOTALS 12
15, An approved set of site plans must be on -site during the construction process,
16. The contractor will note all utility companies prior to excavation within easements.
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explored below the bottom of the excavation to determine the type and condition of the foundation. The
contractor shall report findings of foundation exploration to the engineer and VDOT for
p g p g' approval prior to placing
pipe. Foundation desi ns shall tom l with VDOT Road and Brid a Standard PB-1. Where soft, yieldin or
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Electric: Alleghany Power (800) 654-3317
Gas: Shenandoah Gas Co. (540) 869-1111
MISS UTILITY: 1-800-552-7001
THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF
FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION
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OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE
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ADA HANDICAP PARKING STALL &
17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than fifteen
otherwise unsuitable foundation is encountered, the foundation design and need for foundation stabilization
shall be determined by the engineer and approved by VDOT.
VDOT Insp (540) 535-1818
ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION.
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SIGNS
days.
V22• The foundations for all box culverts shall be investigated by means of exploratory borings advanced below®l��l�(,
proposed foundation elevation to determine the type and condition of the foundation. The contractor shall submit
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GeOieC.�� Notes
SANITARY MANHOLE IDENTIFIER O
r
DEPARTMENT OF INSPECTION GENERAL NOTES
copies of bore hole logs and report findings of foundation exploration to the engineer and VOOT for approval prior
to constructing box. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Contrary to the
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Maximum
1 Exterior lighting will be provided by wall -pack
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Standard, where rock is encountered and cast -in -place box is proposed, the thickness of bedding shall be six (6)
Environmental Existing Disturbance Proposed
lights building & lightpoles.
STORM DRAIN STRUCTURE IDENTIFIER
1. Building(s) must comply with the Virginia Uniform Statewide Building Code Sections 304 (B-Business), 311
(S-Storage) , & 306 (F-Factory) and the International Building Code/2003. Other codes that apply are ICC/ANSI
inches. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and;or need
for foundation stabilization shall be determined by the engineer and ,approved by VDOT.
Features Acreage Allowed Disturbance
attached to the
2. All lights will be shielded or directed to prevent
Q
250 W WALL PACK LIGHTS
A117,1-03 Accessibility and the Usable Building & Facilities.
2. The requirements in IBC mandate either a fire wall (Section 707) or a fire suppression system if height and area
V23. Approval of this plan shall expire three 3 pp
PP P P ()years from the date of the approval letter.
Flood lain 0 acres 0% 0°/O
P
° °
glare on neighboring properties.
3. Outdoor trash receptacles will be in an enclosed
LOCATION OF TEST PITS
limitations are exceeded for the type of construction under Table 507 of IBC.
3. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for
V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT,
0/o Lakes &Ponds 0 acres 09,10
° O
Wetlands >IAC 0 acres 0 /0 0 /0
six (6) foot fence.
4. This project will not disturb any environmental
building permits. Plans must show all ingress/egress locations to the exterior per ICC/ANSI 117.1-03 and meet
V25. VDOT Standard Guarcirail shall be installed where warranted and/or as proposed on these plans in accordance with
Sinkholes 0 acres 01yo 0%
features as defined by the Frederick County
requirements of Chapter 17 of IBC.
VDOT's installation criteria. Final approval of guardrail layout to be given by VOOT after grading is mostly complete.
Natural S. W, 0 acres 10% 0°/O
Zoning Ordinance.
4. Maximum slope across handicap parking stalls shall not exceed 2 .
Retention Areas
5. The owner will be responsible for obtaining or
5• A greas%il seperator shall be installed if a floor drainage system is installed within the repair area.
6.
TRIP GENERATION DATA
p p o 0 o
Stec Slopes > 15 /0 0 acres 25 /0 0 /o
granting easements shown on this plan.
EROSION & SEDIMENT CONTROL FEATURES
The 2003 International BuildingCode can be utilized for building design.
9 9
6• Easements will be recorded and copies sent to the
INLET PROTECTION ® lP
Woodlands 0 acres 25% 0%
parties involved.
7. All utilities that will service this site must be
Z
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FIRE MARSHALL GENERAL NOTES
DATA TAKEN FROM THE I, T. E. MANUAL 7th EDITION
placed underground,
t�
OUTLET PROTECTION 0Op
1. An inspection by the Fire Marshall's office will determine where curbing must be painted yellow.
NURSERY (817) AVE 105.84 PER ACRES X 0.41 AC = 44 VPD's (Ent. B Additional new)
EXISTING CONVENIENCE STORE (853) EXIT AVE 489.88 PER 1000 SF 2400 SF = 1176 VPD's (Ent. B)
APPROVALS SP # 67-08
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CHECKDAM ®CD
2. "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction.
TOTAL VPD'S ENTRANCE B = 1220
(�
3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall.
C�
DIVERSION DIKE pp
4. Burning brush piles of natural vegetation requires a permit. Burning construction debris is prohibited.
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5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed.
LANDSCAPING NOTES
_
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pp
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RESPONSIBLE LAND DISTURBER
W
SILT FENCE W/ WIRE SUPPORT-SF---SF-SF- wF
1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and
Frederick County Zoning Administrator Date
SILT FENCE W/O WIRE SUPPORT $F
utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities.
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NAME:
2. Trees be healthy free insect larvae, disease. The have
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CERTIFICATION #:
and shrubs shall and of eggs, and plants shall ample roots
1• Site Plan approval from VDOT will expire three (3) years from the date of the approval letter,
SEDIMENT TRAP $T
and be well branched. The planter shall guarantee all plants for one year.
2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval.
3. The Frederick County Sanitation Authority approval is valid for two years from date of approval. If construction is
EXA ®ATE
DATE: AUG 19, 2008
3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided
1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in
to the owner.
not In progress ae en
approval shall be void a it Auth d i e f this d t the opro, Authority pp .
SCALE: N/A
the plans.
4. The Frederick County Department of Public Works approval is not enough to begin site development. The
CONSTRUCTION ENTRANCE CE
2. Note: An on -site pre -construction meeting is req Designer uired with the Owner Site Contractor Public Works & Desi
4. Landscaping to conform with 165-36B of the Frederick County Zoning Ordinance, Planting Section and Planting
Procedures and Maintenance. Plant substitutions will be allowed with the approval of the owner and the Frederick
owner/contractor must obtain a Land Disturbance Permit and agree to periodic inspections. shall be void.
5. The Frederick County Department of Inspections approval does not constitute a building permit. Building
FILE NO. 08 -067
prior to commencing any site work.
County Planning Department,
plans must be submitted and approved prior to constructing any structure. Furthermore, the site must meet
3. The contractor will possess a Land Disturbance Permit prior to any site work or construction.
all ADA requirements and be approved by Inspections.
SHEET 1 OF 7
42-A-244
ELLEN BARNHART, TRUSTEE
D.B. 787, PG. 212
ZONE: RA
USE: VACANT
Eyy��UUr SNED
SF ♦ r
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cs 1� s0co
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SEASONAL GREENHOUSES8,480
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26,00'
2% SLOPE
1.5° SM-9,SA 5° 1 BM-25.0
(CROWN LOCATION TO FOLLOW EXISTING)
TYPICAL ROAD
09606111
CG-7
UD-4 UNDERDRAIN
(SEE DETAIL)
NOTEI PAVEMENT DESIGN SHOWN IS PRELIMINARY,
FINAL PAVEMENT DESIGN MUST BE APPROVED BY VDOT
PRIOR TO CONSTRUCTION AND WILL BE BASED ON
ACTUAL FIELD CBR TESTS OR MATCHING EXISTING PAVEMENT
CORE DATA WHICH EVER IS GREATER,
42- A- 254
TRUSTEES OF THE CURCH OF
GOD AT WINCHESTER
D.B. 787, PG. 1351
ZONE: RA
USE: CHURCH
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�28.79'
GRAPHIC SCALE
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ZONE: B2
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42-A-247 ROUTE 522 I — NORTH FREDERICK PIKE
ROBERT H JR. & RITA M HESTER 42-A-246
0008076 RONALD L & CHERYL A LINEWEAVER R/W VARIES
ZONE: RA 0008075 4
USE: RESIDENCE ZONE: RA
USE: RESIDENCE
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ZONAL
DATE: AUG 19, 2008
SCALE: i" = 40'
THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK
FILE NO. 08-067
COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR
CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING
ADMINISTRATOR PRIOR TO CONSTRUCTION.
SHEET 2 OF 7
EROSION AND SEDIMENT CONTROL 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 30 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 stockpiles 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 upstream 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 twenty-five 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 curt 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 operations., 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 regulations pertaining to working in or crossing live watercourses shall be met.
15. The bed and banks of a water course 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 these regulations.
f.Applicable safety regulations 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 local program 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:
ALWAYS GREEN GARDEN CENTER
Stormwater Management Analysis
December 8, 2008
Proposed Management
A new stormwater management structure shall be constructed utilizing a 12" diameter outlet and
a 10' spillway. The first part of the report summarizes the predevelopment runoff rates. This is
followed by the post -development hydrographs and Pond Report.
Summary
Predevelopment runoff rates
Two-year Q= 12.46 cfs
Ten-year Q= 17.62 cfs
100-year Q= 26.30 cfs
Post -development runoff rates offsite
Two-year Q= 4.47 cfs
Ten-year Q= 6.34 cfs
100-year Q= 9.52 cfs
Runoff rates routed through the Detention Pond
Two-year Q= 6.62 cfs
Ten-year Q= 10.39 cfs
100-year Q= 15.83 cfs
Total Post -development runoff rates
Two-year Q= 10.50 cfs
Ten-year Q= 16.33 cfs
100-year Q= 25.06 cfs
Stormwater Management is achieved.
Proiect Description
This site is located on Rte. 522N of Winchester. The purpose of this
development for the construction of a 864 sq. ft. garden center with 6,400 sq,
ft. of seasonal green houses. This development also has parking and drive
aisles for access. The disturbed area is 2.5 acres,
Existing Site Conditions
The lot is undeveloped and vacant. The existing vegetation is composed of
grasses and weeds.
Adiacent Parcels
The areas adjacent to the north is an existing conveniance store. The areas to
south and west are undeveloped. The area to the east acrross rte. 522 is
residential.
Soils
The soils types determined from the USDA's "NRCS" shows Frederick-Poplimento
loams classified as #14B and #14C. These soils are predominately dark brown
silt loams over clay and offers 'moderate' erosion hazards. Capacity of the most
limiting layer to transmit water is moderately high to high (0.57 to 1.98 in/hr).
Erosion Control Program
e Erosion and Sediment controls shall be installed prior to disturbance. Maintain
controls and stabilize upon reaching final grade.
General Erosion and Sediment Control Notes (VESH Table 6-1)
ES-1. Unless otherwise indicated, all vegetative and structural erosion and
sediment control practices will be constructed and maintained according to
minimum standards and specifications of the Virginia Erosion and Sediment
Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment
Control Regulations.
ES-2. The plan approving authority must be notified one week prior to the
pre -construction conference, one week prior to the commencement of land
disturbing activity, and one week prior to the final inspection.
ES-3. All erosion and sediment control measures are to be placed prior to or as
the first step in clearing.
ES-4. A copy of the approved erosion and sediment control plan shall be
maintained on the site, at all times.
ES-5. Prior to commencing land disturbing activities in areas other than
indicated on these plans (including, but limited to, off -site borrow or waste
areas), the contractor shall submit a supplementary erosion control plan to the
owner for review and approval by the plan approving authority.
ES-6. The contractor is responsible for installation of any additional erosion
control measures necessary to prevent erosion and sedimentation as determined
by the plan approving authority.
ES-7. All disturbed areas are to drained to approved sediment control measures
at all times during land disturbing activities and during site development until
final stabilization is achieved.
ES-8. During dewatering operations, water will be pumped into an approved
filtering device.
ES-9. The contractor shall inspect all erosion control measures periodically and
after each runoff -producing rainfall event. Any necessary repairs or cleanup to
maintain the effectiveness of the erosion control devices shall be made
immediately.
Frederick County Note:
The Public Works and Engineering Department will retain the right to add to or
modify these erosion and sediment control measures during the construction
process, within reason,, to ensure adequate protection to the public and
Design Professional licensed in VA shall seal the structural plans
submitted for permit application and special inspection requirements of
Chapter 17 of IBC shall apply to this type of structure. (soils, concrete,
steel, etc.)
ADDITIONAL VDOT NOTES
Page 614-12 2003 Edition
Notes for Figure 6H-4-Typical Application 4
Short -Duration or Mobile Operation on Shoulder
Guidance:
1. In those situations where multiple work locations within a limited distance make it practical to place
stationary signs, the distance between the advance warning sign and the work should not exceed 8 km
(5 mi).
2. In those situations where the distance between the advance signs and the work is 3.2 km (2 mi) to 8 km
(5 mi), a Supplemental Distance plaque should be used with the ROAD WORK AHEAD sign.
Option:
3. The ROAD WORK NEXT XX km (MILES) sign may be used instead of the ROAD WORK AHEAD
sign if the work locations occur over a distance of more than 3.2 km (2 mi).
4. Warning signs may be omitted when the work vehicle displays high -intensity rotating, flashing,
oscillating, or strobe lights if the distance between work locations is 1.6 km (I mile) or more, and if the
work vehicle travels at vehicular traffic speeds between locations.
5. Vehicle hazard warning signals may be used to supplement high -intensity rotating, flashing, oscillating,
or strobe lights.
Standard:
6. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity rotating,
flashing, oscillating, or strobe lights.
7. If an arrow panel is used for an operation on the shoulder, the caution mode shall be used.
Page 6H-40 2003 Edition
Notes for Figure 6H-18-Typical Application 1S
Lane Closure on Minor Street
Standard:
1. This TTC shall be used only for low -speed facilities having tow traffic volumes.
Option:
2. Where the work space is short, where road users can see the roadway beyond, and where volume is low,
vehicular traffic may be self-regulating.
Standard:
3. Where vehicular traffic carrot effectively self -regulate, one or two flaggers shall be used as
illustrated in Figure 6H-10.
Option:
4. Flashing warning lights and/or flags may be used to call attention to the advance warning signs.
5. A truck -mounted attenuator may he used on the work vehicle and the shadow vehicle.
All required egress shall be handicap accessible )and shall meet
travel distance as required in Chapter 10 IBC.
Special inspection requirements of Chapter 17 of IBC shall apply to
this type of structure (soil, concrete, steel, etc.).
Restroom faculties are available 250' away at adjacent convenience
store. Availability included in land lease.
PROCEDURE FOR USING TABLES FOR STANDARDS VWSP-1AND
STP-1
A, ' ARen OF SIGN PANEL 1
1. SELECT MINIMUM MOUNTING HEIGHT TO BE USED (51-0" OR T-0").
A2 • AREA OF SIGN PANEL 2
A3 • AREA OF SIGN PANEL 3
Ht %G �µ�p6T
2. DECIDE ON NUMBER OF POSTS TO BE USED (SINGLE, TWO OR THREE:).
Hp • I� %W .` `t om
3. CALCULATE THE AREA OF EACH SIGN PANEL (At, A2, A31 .. , An).
H3 • T0,0 lbUMMaffp&NT
4. CALCULATE THE CENTROIDAL DISTANCE FOR EACH SIGN PANEL (" „H3, FM )•
THE CENTROIDAL DISTANCE IS THE VERTICAL DISTANCE FROM THE REFERENCE
POINT ON THE GROUND LINE TO THE CENTER OF EACH SIGN PANEL.
5. CALCULATE THE CENTROIDAL DISTANCE (H) FOR THE ENTIRE SIGN PANEL
EA 3
GROUPS
(A ix H I + A2 x H2+A3 x H3 +... Ah x 1h )
H-
(AI+A2+A3+ ...Ah)
A2
6. ENTER THE APPROPRIATE TABLE BASED ON:
THE MINIMUM MOUNTING HEIGHT SELECTED IN STEP 1
PICK THE POST SIZE(S) TO BE REVIEWED, AND ENTERING WITH THE "'H"
VALUE CALCULATED IN STEP 5, READ THE MAXIMUM AREA UNDER THE SIZE
OF POSTS SELECTED IN STEP 3. IF THE TOTAL AREA OF SIGN PANEIL(S)
=a
TO BE SUPPORTED IS LESS THAN OR EQUAL TO THAT SHOWN IN THE
TABLE(S). THE SIZE OF THE POST(S) WILL BE SATISFACTORY.
x-
Tftfil! REfElttT�CE PANT
(SEE
REFERENCE POINT FOR CALCULATING CENTROIDAL DISTANCE(S),
FOR SINGLE POST: ON GROUND LINE AT INTERSECTION OF POST
FOR TWO -POSTS, ON GROUND LINE, HALF -WAY BETWEEN POSTS
FOR THREE POSTst ON GROUND LINE AT INTERSECTION OF CENTER POST
" PROCEDURES FOR CALCULATING CENTROID ROAD AND FIRM 8 ANDARDS
701 AND TOTAL. SQUARE FOOTAGE OF SIGN PANEL REVISION DATE SHEET 1 OF t
V9ipLAA DEPARTMENT OF TRANSPORTATION 13
srP'1
FOUNDATION DETAILS
POSTS SHALL BE REMOVABLE
FROM ANCHOR SLEEVE AFTER
CONCRETE HAS SET
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POST
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SQUAB TUBE/sxal POST
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SIGN POST TO BE INSTALLM
ON SLIP BASE IN ACCORDANCE
WITH MANUFACTURERS
REOMWENDATIONS
SiGN PANEL ATTACHMENT DETAILS
CORNER BOLT
Neon WASHFJt
SQUARE T
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WASHER NO LDCIC-
SIGN PPOST`BE
WASHER UNDER NUT
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NOTES(
_
SKIN PANEL
NYLON WASHER SHALL BE Ya THICK
MDRMMUM WITH AN OUTSIDE DLAMETER
CORNETT BOLTS SHALL BE_ _4ic„ as CARPoAGE
OF V AND AN INSIDE MAACTER( OF %is",
HEAD t36LT WITH SERRATTEO Ft.ANOE NUT.
COFNEIR ACHENO
USED
��ANCHOR
TOP OF SIGN PANEL SHALL BE FLUSH
THE SQUARE SIGNBE
TO
WITH THE TOP OF THE POST.
SLEEVE OR SUP BASE.
SIGN PANEL DESIGN SHALL BE IN ACCORDANCE
WITH STANDARD SPO-5.
SQUARE TUBVMTE SIGN POSTE
SIPECTION
700
DAD STANDARDS
VIRGRBA DEPARTMENT OF TRANSPORTATION
2 OF 3
REVISION DATE
Notes for Figure 6H-36-Typical Application 36
Lane Shift on Freeway
Guidance:
1. The lane shift should be used when the work space extends into either the right or left lane of a divided
highway and it is not practical, for capacity reasons, to reduce the number of available lanes.
2. When a lane shift is accomplished by using (1) geometry that meets the design speed at which the
permanent highway was designed, (2) full normal cross-section (full lane width and full shoulders), and
(3) complete pavement markings, then only the initial general work -zone warning sign is required.
3. When the conditions in Note 2 are not met, the information shown in the typical application should be
employed and all the following notes apply.
Standard-
4. Where temporary traffic barriers am installed, the ends of the barrier shalt be treated in
accordance with the provisions of Section 6E81.
5. A warning sign shall, be used to show the changed alignment.
Guidance:
6. Where the shifted section is longer than 180 m (600 ft), one set of Reverse Curve signs should be used to
show the initial shift and a second set should be used to show the return to the normal alignment. if the
tangent distance along the temporary diversion is less than 180 m (600 ft), the Double Reverse Curve
sign should be used instead of the first Reverse Curve sign. The second Reverse Curve sign should be
omitted.
7. If a STAY IN LANE sign is used, then solid white lane lines should be used.
Standard:
S. The minimum width of the shoulder lane shall be 3 m (10 ft).
9. For long-term stationary work, existing conflicting pavement markings shall be removed and
temporary markings shall be installed before traffic patterns are changed.
Option:
10. For short-term stationary work, lanes may be delineated by channetizing devices or removable pavement
markings instead of temporary pavement markings.
11. Three Lane Reverse Curve signs may be used in place of the Reverse Curve signs. ALL LANES THRU
supplemental plaques may be used to emphasize the point that all lanes shift and no lanes are closed.
11 if the shoulder cannot adequately accommodate trucks, trucks may be directed to use the travel lanes.
13. The barrier shown in this typical application is one method that may be used to close a lane for a long-
term project.
Guidance:
14. The use of a barrier should be based on engineering judgment.
Option:
15. Type C Steady -Burn warning lights may be placed on channelizing devices and the barrier parallel to
the edge of pavement for nighttime lane closures.
R7-8 U4NDr_AP
(1 10
PLAM
a'�N T AAW
AIXARS7IiiAZ 7HE
Fir
r4mve
07EMM
6"y 1, im
w
HANDICAP PARKING SIGN DETAIL WALO
3' MIN. 12:1 L 12:1 3' MIN.
CG-6 CG-6
Dim
li D
NOTES:
1. H/C SPACES MAY NOT EXCEED A 1:48
SLOPE.
2. RAMP BUILT TO VDOT CG-12 STANDARDS.
3. WHITE STRIPING SHOULD BE 3" WIDE.
4. H/C SIGNS TO BE SET 3' BEHIND SIDEWALK
OR MOUNTED TO BUILDING IF POSSIBLE.
Seal and Signature
k'PLTH OIi
I
o BENJAMIN C. y
MONTGOMERY
�o No.030342 �iou�
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DATE: AUG 19, 2008
SCALE: N/A
THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK FILE NO. 08-067
COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR
CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING SHEET 3 OF 7
ADMINISTRATOR PRIOR TO CONSTRUCTION.
SILT FENCE CULVERT INLET
PROTECTION
OPTIONAL STONE COMBINATION
W
RM
_Y' .U—r^
I atNw
MUD= "no tram VM standard MWOU sad Va. W" PIM& S08--1
INLET PROTECTION NOTE:
SILT FENCE USED AS INLET PROTECTION
IS NOT ALLOWED IN FREDERICK
COUNTY, CONTRACTOR MUST INSTALL
THE OPTIONAL STONE ARC AS SHOWN.
S T ONE CONSTRUCTION ENTRANCE
7V WK
A
FS m PATH r e' WL I A }
SIDE ELEVATION
oaaTn+ci
M►v�r
t l
amm
V MK —�—
= 10' MK
>r H01.
FILTER CLMM
SECTION A -A
SECTION B-B
MW
rWL
SOURCE: ADAPTED from 1983 irarrland Standards for Solt wwon ad Sldim t Conhd. and AL DS1rC
rMM oars
(Op'J
(DOWNSTPIM oM
'11
2-10 ACRES OF DRAINAGE AREA:
VDOT 01
COAR a AGGRXQ ra
rtrai►
S(XJRCB: VA. DM
•
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PtAM 3.20-1
Rik 3.02-1
42—A-244
ELLEN BARNHART, TRUS1
D.B. 787, PG. 212
ZONE: RA
USE: VACANT
DETAIL 1 DETAIL 2 _ I DETAIL .3 i.f 8 Ec+
u
S
Ica. r wn n-n JCIi 11UN A -A -
NMI. DS
k;a
W.
s Yw.
NOTES.
i.�
L FOIR Y TF LNE PMXLATIONS. NIH O&CHSON 4 N TO OOVERN THE PROIECT
DO i
✓
DUTs" THE OIANEL VXTH M).
2. ON Al' NSTITION RE.. CULVERT OUTLET PROTECTION IIHM N0 MLL
OR E-SECTION 9 S-,cZ ON THE PLANS. CONSTRLCTION IS TO BE IN/ppDMYA:E
W,,H DE7AT. 2 SIOWl1 ARDVE.
d
3. OEOTE%TTLE FABRC TO BE INSTAUEO HOER CUSS Al .I, AND I YATERVLS N
ACCORDANCE KTN THE SPICYICAT)ONS.
GEOTIA3C E
4. S • OMIETER OF DRAM CI. XT OR SPMI POR 80k ELLP OR ARN QL.VE1tT.
H DIAMETER OF CROA+Vt CLIYERT OR NSE/HEItlfT F BOx, EILPTCK OR X"
SECTION 8-8
s USE TYPK/l SECTION SHOWN 04 0.A FOR �E SL BOTTOM WMTH AND DEPTH
OF OW"L OR PATCH EATSTNO 01TCH OR MAX ONOiRD.
TYPE OF OUTLET FROTECTION YATERX
VELOOTY�
(FOR CC" STDRY)
N*1 'T'
(INCHES)
CLASS A7
CLASS Ai DRY RMAP
8 Tp.
IB
Q Ass I
CLASS I DRY PoPRM
CLASS E
MASS I DRY NPRAP
10 fp.
36
OURET PROTECTION YNOa/Y LENGTH OJ
TYPE A :NSi/1LAT104 3H
TYPE 8 INSTALLATION M
CULVERT OUTLET PROTECTION f�l
VRMA DEPARTMENT OF TRXCPCRTATION REV N07
4 MAI
DETAIL MODIFIED FOR THIS SITE
TEMPORARY SEDIMENT TRAP
Construct rip rap check dam in an arc 5'
from Inlet. Height to be 12'. Place
rips -rap around the base and a layer of
#57 over the rip -rap. Contractor is
responsible for maintaining the structure
and Inspecting after each rainfall,
880,50'
880M01' 100 yr
879.85' 10 yr
779.71' 2 yr
879.00' Spfflwa y A"
12' PVC
�I
877.90' - InverPi\\ x' \ j\��\��`
SEE STOR M WATER ANALYSIS SHEET 3
SEE E & S NARRA TI VE N SHEET 3
RESPONSIBLE LAND DISTURBER
NAME:
CERTIFICATION #:
EXP. DATE
1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in
the plans.
2. Note: An on -site pre -construction meeting is required with the Owner, Site Contractor, Public Works, &Designer
prior to commencing any site work.
3. The contractor will possess a Land Disturbance Permit prior to any site work or construction.
Seeding Schedule (per section 3.32 of VESH)
1.)Topsoil will be spread at a minimum depth of 4".
2,)Pulverized agricultural limestone will be incorporated into
the soil at a rate of 92 lbs per 1000 square feet (2 tons per
acre).
3.)Fertilize with 10-10-10 at a rate of 23 lbs per 1000 square
feet (1000 lbs per acre).
4.)Seed mix will consist of 67% Kentucky 31 Tall Fescue and
33% Red Clover.
5.)Straw mulch will be applied to all seeded areas at the rate
of 3500 lbs per acre and anchored with cutback, or
emulsified asphalt applied at a rate of 200 gallons per acre.
Seal and Signature
rP�TH OF
NT
o �c�2
o BENJAMIN C. A
MONTGOMERY
No.030342
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DATE: AUG 19, 2008
SCALE: 1" = 40'
THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK FILE NO.
COUNTY STANDARDS AND ORDINANCES, ANY DEVIATION OR
CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING SHEET 4 OF
ADMINISTRATOR PRIOR TO CONSTRUCTION.
7
DIRECT 610UNI
16" (406 trim) WALL PACK
9esticu. Qcsal FY INl..sa-p'�v.+ls•
pp %
a.e�ax,aw— xt•a :v.Y: s;t,; 1 PYY..'
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.<I?I. @ 400W& W044)-l3ke v.mp fry ux�r maz.wAkv �eSo 115dM aci _. —__..
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ED'l8 radoced..i;pe lamp Pulsrreted pond., lopmat p aal^p ewoauehl res:siarce
porcelain enuxed. 4- med scrarshe.9-rypa to ro resiDo Wlra1 olM dogladsion and
Wall Paac 1=424o lot YID irty INa3y tarnpholdo—ith sprinpdadeo carter W42a a4tzslor The C., Sh is Goaamd try au writ,-
endp5g0. Houitng la seardess 1;a sl aixl lan p Ixkh.p Zealot. Futures rquire a fear emled --I!..
aW,mwm Proanied sYth tovo,186'(5mm) mirlmatn 15TC tsmparalure lard wire. All
ckaranre lleles and slttl rouni,�p S`hcs"i"l oIi4oM assemblies are high -pourer factor and '+
sea Kop 1h, Two"7'"d" openLxs ve IOC folloWing Ciro 1tylx: US 4,E53723!SA51,843
proYided for Wire rupph Lens asw,tlli Reac1Gr(217v PSFAH)
.11,,s cl a'gld ti:"ast ak,trinor hatne 200-40GWPS!AH .a .,-
andhigh•Impact rlesMempe•ed glass. Use o' CtyA—Ccrtt4ao2 t574tapo M,aoo-ustorrxr " T
5616 Su-`.acz Dox axesspryure3u4" Wij CWA—Ave PS3A11:575;e&1oLri W.H.F1Y0•fe XLe loud -
LF70 P rL•aleatmdHStzN
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a —le or rfelalstHacP 150 Mwfyttihn 2541-4GQW HPS 8814 $Ntao, llx
are wit a lot en`Grdew mart W mned TmI -T rri sc dd,, ,--
cv ete sLRae9 ((male StandCl Ft 5iN and
Ptwlxell options ate hot atzlaCo With ANSI tamp zraJe ItM pplkd si5lDa dunq
llkled'd iFhiW!iagon.l rclampng UL Lw d in Lie Uo and Canada fof -
Wst IxaLtna and ea$osura dasslkad IPG5 par
IEC 529 o,x I:C 59a. 11
9201 Wasilingtun Awe we Racine. Mwstn 53438-3772 USA PI10. F (2u2) 41S6-100 FAX 1262) 684.3339 • ¢B•C� U `•' ® o
o a.n,knEc,xi onKl.MA ma oawrtisun 1zltW LIGHTING
Prune codominant
Prune rubbing or
cross branches""'
Remove tags and labels
Wall Wash/Glare Shield
GatA Housing Depth
VANS-12 12' 2,07'
VANS-16 16' 2.75'
The diffuse aluminum shield is
designed for use with WO Series
(:Nall Pack), It redirects light downward
to wash the wall below and to the sides
of the fixture. Eight fasteners are
supplied for easy attachment of the
shield to the lens frame. Exterior is
finished with an acrylic black paint —
DO NOT puma terminal
Mader or branch tips
Prune narrow crotch
angles & water spouts
-Prune broken branches
Prune suckers
Cut away all balling ropes / w w
2 -3 mulch kept
Remove top of wire basket away from trunk
/ Solt well
.-contain water
Wk(en and awry •
holes In veal, !
�i
Remove :ontoiner and
cut circling roots if
container —grown, or
as much burlap as Leave solid soil pe al — do not
possible If field —grown dig deeper than ball depth
Dig hole 2-3 times root ball width
C 2-
Backflll soil
' P Partially backf ll,
water to settle
soil, finish
bockfll ing
Arso for water
dra/nage (Po
or the could
be Installed)
TREE PLANTING DETAIL
(NOT TO SCALE)
Prune out any deod or
broken branches, remove
oil tags, labels, strings,
wires, eta from plan.
fw mulch
Set top of root ball
equal to or 1-2w
above grade.
►move container, use
carp blade to make
ur 1/4 =1 cuts the
th of ball and cut a
4w X on bottom of
r/1, loosen compacted
ot&
CONTAINER GROWN SHRUB
Prune out any decal
l'- nr hmkAn bronchea.
all tags, labels,
wies, etc. from
rw mulch
Set top of root ball
equal to or 1-2w
above garde.
r rope
got bolf
burlap
Dig hole 2-3 times
wMth of root ball.
BALL & BURLAP SHRUB
SHRUB PLANTING DETAIL
(NOT TO SCALE)
r—GRAVEL
i
ac
I - - - -- h
\J
l ORivr 4D
.._.. \ GRASS
CO
GRASS J\\ \` \ ,9,7
,l V
878
\\ \ GRASS
f GRAVEL DRWrE \ /
AMLAML
1 CRASS STOMA BINS 1
q6
�'��\ \`� �•`` \ ._.�____.._-----"`_--- \\\\ \ ,CRASS �••� %
GRASS 1
t x
�`. 8B5 1 I _ MOUNT
I `8 i ` TRANSFawat
M mum
0.8 of V EL�,,;% i GRASS
6,99�
ELLEN BARNHART, TRUSTEE so
D.B. 787, PG. 212 ,
ZONE: RA I \ LO ` PA ' •w/8 IOW (�—( a
USE: VACANT \�`' 42-A-253 r �/,' . i �- �iv C v L '
HI UP, DAIRY MART, 2A f m e U > '`� I I o -7CD
�\ 0 5 1 FF64 --,; , I N z r
INST. ��?70p 3 6 `� ;/ � � �cn t
E: `32 ' ` `° o
ZONI
t 2.935 ACRES see. 1 ��� I I z! d
SEASOKAL GREENHOUSES
8.480 of \ ` i. • p �v 18 .70
E AND
\� \\
, \ GRASS � • '•c�. �� �� "1�N LOT �
1,
\__.__._� 6 ' I N �G� 4� ESM T, i j �
;---t % BRL w� , w cRAss r LOT 2 I cov. I 1G
-\ -
GRASS
880
co T_',AZ_fWiAL
\�1.23 39 38 W �
LANDSCAPING SCHEDULE
Street & Canopy Trees
Symbol
Common Name
Botanical Name
Planting Size
Height or Caliper
Mature
Height
Fall Color
Quantity
Red Maple
Acer rubrum
2" Caliper
501-75F
Red
9
•
Dogwood
Cornus Florida
2" Caliper
10'-20'
Red
3
Shrubbery & Groundcover
Symbol
Common Name
Botanical Name
Planting Size
Height or Caliper
Mature
Height
Fall Color
Quantity
®
English Yew
Taxus baccata
36" Tall
3'
yellow
8
'
Leland Cyprus
Cupressus
4'
5'
Evergreen
11
LANDSCAPING NOTES
1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility
markings, Landscaper must stake and guy all trees. Stake locations must avoid utilities.
2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots and be
well branched. The planter shall guarantee all plants for one year,
3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the
owner.
4, Landscaping to conform with 165-36B of the Frederick County Zoning Ordinance, Planting Section and Planting Procedures
and Maintenance. Plant substitutions will be allowed with the approval of the owner and the Frederick County Planning
Department.
42-A-254 ,a o x
TRUSTEES OF THE CURCH OF
GOD AT WINCHESTER
D. B. 787, PG. 1351
ZONE: RA
USE: CHURCH
OQ 9
ss
p� r
\' N83'00'31 "W
V'
0 28.79'
CIO
r \ 1
IV��,
'\ \ o GOV' o
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E
68Zag 0 CC7hlC WIF
N t ro
LOT 1 -
~` 88 42-A-253 CANOPY
, ,
HIGH 0f DAIRY -MART,--1N�C.
INST. #070003561 pr .
ZONE: 82 ASPHALT
�_ ,
400.+0
LANDSCAPING DATA
Interior Parking Lot Data
Type of Vegetation
Requirement
Calculation
Large Canopy Trees
1 per 10 Stalls
16110=2
Large Canopy Trees
Imp Area/2000
18,21712000=10
1
+_
1
771
LANDSCAPING TOTALS
Type of Vegetation
Total Required
Total Proposed
Large Canopy Trees
12
12
Shrubbery
8
8
Screening
11
11
1
GRAPHIC SCALE
(IN FEET )
1 inoh - 40 tL
Ltli \- %\
ASPHALT
Permanent Seed Der schedule below all soil areas
Seeding Schedule (per section 3.32 of VESH)
1 jTopsoil will be spread at a minimum depth of 4".
2.)Pulverized agricultural limestone will be incorporated into
the soil at a rate of 92 lbs per 1000 square feet (2 tons per
acre).
3.)Fertilize with 10-10-10 at a rate of 23 lbs per 1000 square
feet (1000 lbs per acre).
4.)Seed mix will consist of 67916 Kentucky 31 Tall Fescue and
33% Red Clover.
5,)Straw mulch will be applied to all seeded areas at the rate
of 3500 lbs per acre and anchored with cutback, or
emulsified asphalt applied at a rate of 200 gallons per acre.
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Seal and Signature
H OF �I
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�2
o BENJAMIN C.
MONTGOMERY
No.030342 cv
ZONAL
Q
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N
0
DATE: AUG 19, 2008
SCALE: 1" = 40'
THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK
FILE NO. 08-067
COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR
CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING
SHEET 5 OF 7
ADMINISTRATOR PRIOR TO CONSTRUCTION.
Up-4
GEOTEXTILE DRAINAGE FABRIC
UNDERDRAIN SHALL BE CENTERED UNDER CURB AND GUTTER
(OVERLAP r-0" A7 TOP) PAVED SHOULDER GEOTEXTILE DRAINAGE FABRIC
(OVERLAP V-O" AT TOP)
PAVEMENT_
IL S ..; .:.; PAVEMENT '
MATERIAL . ^ ' -
�a UNSTABILiZEO " 4-: " MIN.
SlR3CRADE OUTLET PIPER" MSA R�^C`• �
SEE NOTE 1 SUBGRADE OUTLET PIPE
#57 AGGREGATE, q8 AGGREGATE OR CRUSHED SEE NOTE 1
2'-D" t'-0" GLASS MEETING RB GRADATION REQUIREMENT. PPE
VARIABLE M57 AGGREGATE, k8 AGGREGATE OR GRUSHED
GLASS MEETING N 8 GRADATION REQUIREMENT.
PAVED SHOULDER SECTION CURB AND GUTTER SECTION
UD-4
UP TO ELBOW
PIPE IS PERfOIRATEDCONNECTION
45• ELBOW
--"
PIPE -LESS AGGREGATE
PRIMARY DIRECTION
TRENCH WITH
OF WATER FLOW
DRAINAGE FABRIC
45• ELBOW
CONNECTION -
5• WYE
)NNECTION--•'
EW-12
(TYPICAL) -
I SHEET tOF 2
OUTLET PIPE
NO SCALE
UP TO ELBOW,
PIPE IS PERFORATED
SPECIFICATION
STANDARD PAVEMENT EDGEDRAIN REFERENCE
REV 8/07 240
VIRGINIA DEPARTMENT OF TRANSPORTATION 256
708.06 501
701
x�•'i�•K,fr�1�G4,�A
"Ti'2Tice
•
SECTION B-B
TYPE OF OUTLET PROTECTION MATERIAL
MAXIMUM OUTLET
VELOCITY
(FOR DESIGN STORM)
MINIMUM "T"
CLASS 1
EC-3 TYPE B
6 fps
NA
CLASS 2
CLASS Al DRY RIPRAtP
6 fps
20"
CLASS 3
CLASS I DRY RIPRAP
14 fps
26"
CLASS 4
CLASS r DRY RIPRA-
19 fps
38"
R
n'•rs�� .rli�i ��
�fi a
NOTES:
1. FOR MULTIPLE LINE INSTALLATIONS, DIMENSION S IS TO GOVERN THE PROTECTION
OUTSIDE THE CHANNEL WIDTH (W).
2. ON ANY INSTALLATION REQUIRING CULVERT OUTLET PROTECTION WHERE NO ENDWAL L
OR ENDSECTION IS SPECIFIED ON THE PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE
WITH DETAIL 2 SHOWN ABOVE.
3. GEOTEXTILE FABRIC TO BE INSTALLED UNDER CLASS 2. 3, � 4 MATERIALS IN
ACCORDANCE WITH THE SPECIFICATIONS.
4. S • DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR ARCH CULVERT.
H DIAMETER OF CIRCULAR CULVERT OR MSE/HEIGHT FOR BOX, ELLIPTICAL OR ARCH
CULVERT,
5. PLAN AND SECTION DETAILS DEPICT CLASS 2, 3, AND 4 MATERIALS. FOR CLASS 1
INSTALLATION DETAILS SEE EC-3 TYPE 8 STANDARD DRAWING.
x USE TYPICAL SECTION SHOWN ON PLANS FOR SIDE SLOPE, BOTTOM WDTH AND DEPTH
Or CHANNEL OR MATCH EXISTING DITCH OR NATURAL GROUND.
OUTLET PROTECTION I/:NUMUM LENGTH (U
TYPE A INSTALLATION
3H
TYPE B INSTALLATION
SH
9ECFICAiiON
REFERENCE204
CULVERT OUTLET PROTECTION
35 03 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 9/Ob
414 114.01
L..__
L 3do (MM.)
IIPE OUTLET TO wm
)Era= CHANNEL
)��� rim*>•'..,.r..�•��.'or��t►I�1� :.i;
411.
1 :11 t 11
I' N•I -
SUBBASE LAYER (-•�.'.:'.:-'
SUBGRADE
SEE NOTE
PAVED SHOULDER
-NO.218 AGGREGATE
LONGITUDINAL PERFORATED PIPF UD-4
TYPE OF PIPE
CRUSHING STRENGTH
4" NOV. DIAMETER
SMOOTH WALL. PVC
.103
CORRUGATED PE
AASHTO M-252
I57 AGGREGATE, 88 AGGREGATE OR CRUSHED
CLASS MEETING p8 GRADATION REQUIREMENT. I NON -PERFORATED OUTLET PIPE FOR USE I
L , UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS
TYPE OF PPE
CRUSHING STRENGTH
M R
SMOOTH WALL PVC
.103
SMOOTH WALL PE
70 PSI if if34
PAVED SHOULDER SECTION
(FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYERN
UNDERDRAIN SHALL BE CENTERED UNDER CURB AND GUTTER.
X WALL THICKNESS (MIN) - INCHES
GEOTEXTA.E DRAINAGE FABRIC
)00(TESTED ACCORDING TO ASTM D-2412 AT 5X DEFLECTION.
(OVERLAP T-0" AT TOP) '
DOWN GRATE
STABILIZED
PAVEMENT j.;•, '
- •�^
-ES SHOULDER
DRAM
SUBBASE LAYER;•:�:�;
•' •"•• • SEE NOTE 9
'�^
•� rTLET
EP Popp
MAIN
MAIN LINE PAVEMENT NON -PERFORATED Y CONECCTION
PEE
/
PIPE
_EP
SEENOTENOOTE I
-ESmpmar - - - - _• -
N57 AGGREGATE, p 8 AGGREGATE OR CRUSHED PPE
ST'D. UD-4 REQ'D. ST'D. UD-4 REO'0.
GLASS MEETING 48 GRADATION REQUIREMENT,
CURB AND GUTTER SECTION
(FOR USE WITH STABILIZED OPEN-G OPEN -GRADED DRAINAGE D R GE LAYER
SHOULDER
�
PAVEMENT
NOTES*
Es $
1. 4" WAMUM, PROVIDED ATTAINING MINIMUM 4" OF AGGREGATE ON TOP OF PIPE.
EDGEDRAINS iN GORE AREAS
2. THELONGITUDINALPIPE ORS
RREQUIRREED.
(DROP )), N-PECRTFORATED OUTLET PIPDRAINAGE
I INLET, M�'AR OLE � NOT
3. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF V-O"
ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE.
4. ALL CONNECTIONS (ELBOWS WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE
ARE TO BE OF THE SAME (`RUSI9NG STRENGTH AS THE OUTLET PIPE.
5. OUTLET PIPES ARE TO BE INSTALLED ON 2% MN. (3 % DESIRABLE) GRADE AND
LOCATED EVERY 350'MAXIMUM OR AS NOTED ON PLANS.
8. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12 OR OTHER DRAINAGE
STRUCTURE.
7. WITHIN THE LIMITS OF A COMMERCIAL ENTRANCE, NON -PERFORATED PIPE SHALL BE
UTILIZED IN LIEU OF PERFORATED PIPE
- - COMMERCIAL
SIDEWALK OR
PERFORATED
ENTRANCE
UNPAVED SPACE
UNDERDRAIN
PIPE
TRENCH WITH
PERFORATED
UNDERDRAIN
F
AGGREGATE
POPE
0
MAINLINE ROADWAY
B. THE LENGTH OF PIPE BETWEEN THE WYE CONNECTION AND THE EW-12 SHALL BE SVO CURB
LIMITED TO NO MORE THAN V-O" TO PERMIT CAMERA INSPECTION OF THE MAIN LINE 8 GUTTER UNDERDRAN BETWEEN THE LIMITS 0 ST'D. CURB
IN EITHER DIRECTION. COMMERCIAL WILENTRANCE
N RFR 0 ANC PIPE. &GUTTER
9. IN SITUATIONS WHEN FULL DEPTH OF STABILIZED OPEN -GRADED MATERIAL CANNOT
BE MAINTAINED UNDER CURB AND GUTTER, NO,218 AGGREGATE SHALL BE USED
UNDER CURB AND GUTTER.
NO. 21B AGGREGATE MAY ALSO BE USED FROM TOP OF STABIL2ED OPEN -GRADED
MATERIAL LAYER AND CURB AND CUTTER. SHEET 2 OF 2
SPECIFICATION
REFERENCE
STANDARD PAVEMENT EDGEDRAIN
258
240
501 REV 8/07
70, Vltf�iA DEPARTMENT OF' TRANSPORTATION
701
108.07
END -SECTION 12" - 60" PIPE ALTERNATE END -SECTION 12" - 60" PIPE Es-'
HUB END ON OUTLET END-SEC71ONS
SPIGOT END ON INLET END -SECTION HUB END ON OUTLET ENO -SECTIONS
SPIGOT END ON INLET END -SECTION
+% _ i x x _ - --- x
!A CONCRETE TO BE (yp _ CONCRETE TO BE
4000 PSI MINIMUM L- E 4000 PSI MINIMUM
PLAN ` ~PLAN
C B AE"
C B OFPWE
1
M
BM ORS 3 SROX 3:15L O-C
FABAIC STEEL 1=.0 REINFORCEMENT
A I ` + / -TAILIEi
L'-PAY OI( E PAY LANE END VIEW
f cFrTlnN Y-Y FNtn VIEW SECTION X-X
END SECTION DIMENSIONS
PIPE DIAMETER
A
B
C D E
12"
4"
2'-Q"
2'-0"
4'•0"
2,-0.
151,
6"
2'-Y'
1'•9"
4'-0"
2•.6,•
18"
9.•
2'-3"
1'-9"
4'-0"
31-0"
21"
9' "
2'•11'•
2'•1'•
5'-0"
3'-6"
27'•
10Y...
W-D"
2'•1"
6'-1•
4`15"
30"
i'-0"
4'-6"
V-7
6'-1
5'-0"
33"
4'-10' '
2'•1f
7'-t
5'•6"
36"
1'-3"
51-3"
2'-10
8'-1
6'•0"
42"
T-9"
5'-3"
2'-11""
8'-2""
6'-6"
48"
2'-0"
6..0„
2-Z.,
8..2„
7,.p„
54"
2'-3"
V-5"
2-91 "
8'-2/4"
T•6"
60"
2'-it"
5'-0"
3'-3•'
8'•3"
8'-0"
ENO SECTION DIMENSIONS
PIPE DIAMETER
A
B
C
0
E
12"
4"
T-0-
4,_1„
6'•1„
2,.0.
151,
6"
2'-3„
3'-10"
6'-i"
2'-6•
18"
9"
2,-3"
3,.f0"
6.,1"
3,-O„
211,
9"
2'-1T'
3'-2"
6'•P'
31-6"
24"
10.,
3'-7"
2•.8„
6'-3"
4,.0..
27"
Ia "
4'-0"
2'-1
6'-1'
4'-8"
30"
t'-0"
4' 6"
V-7 "
6'-1
5'-0"
33"
1'-T
4'-1d
S'•3 �,
8'-i
5'-6"
36"
1'-3"
5'-3"
2'-10
8'•F
6'-0"
42"
1'-9"
5'-3"
2'-I1"
'- ^
6'-6"
46"
2'-0.
6'-0"
2'-2"
8,.2"
71-0,1
54"
2'-3"
5'•51'
V-11"
6'-4"
7'•6"
PAY LINE
c -•}- - B NOTES
PIPE LENGTHS SHOWN ON PLANS ARE
BASED ON END -SECTION DESIGN SHOWN
ON THE LEFT. T THE CONTRACTOR ELECTS
To H USE THE ALTERNATE DESIGN REDUCED
ON
THE DIFFERENCE
IFFERENNGTHS WILIME IO RED. BY
THE DIFFERENCE W DIMENSION "D".
SLOPE DETAIL
SPECIFICATION
REFERENCE FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS
302 VIRGINIA DEPARTMENT OF TRANSPORTATION
CO-7
NOTES
L THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3, COMBINATION CURB & GUTTER HAVING A RADUS
OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL
BE PAD FOR AS RADIAL COMBINATION CURB &
GUTTER.
4. FOR USE WITH STABILIZED OPEN -GRADED
DRAINAGE LAYER, THE BOTTOM OF THE
CURB AND GUTTER St I BE CONSTRUCTED
PARALLEL TO THE SLOPE OF SUBBASE
COURSES AND TO THE DEPTH OF THE
PAVEMENT.
5, ALLOWABLE CRITERIA FOR THE USE OF CG-7 IS BASED
ON ROADWAY CLASSIFICATION AND DESIGN SPEED
AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN
MANUAL.
6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING
BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN
10'OR THE CHANGE IN STANDARDS MADE AT REGULAR
OPENINGS.
7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER IS
USED, THE STANDARD ENTRANCE GUTTERS OR STANDARD
CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE
THE MOUNTABLE CURB CONFIGURATION INCORPORATED.
THIS AREA MAY BE CONCRETE AT
THE OPTION OF THE CONTRACTOR
2" R
' A °' D 0a p A p Q 1
"- - -- - -` THE BR MAY BE CONSTRUCTED
OTTOM OF THE CURB AND
CUTTE
PARALLEL TO THE SLOPE OF
SUBBASE COURSES PROVIDED A
7" 2'-0" MIN. DEPTH OF 7" IS MAINTAINED
SQECIFICATION
COMBINATION 4" CURB & GUTTER REFERENCE
REV. 9/06 105
VIRGINIA DEOARTMENT OF TRANSPORTATION 502
201.04
TEMPORARY DIVERSION DIKE
SOURCE: VA. DSWC
PLATE 3.09-1
Pagc 3B.32 2W3 Edam
Ffgure351.21. ExampWof,StandardArrmsfor Pavement Markings
b -Turn Lane-Usa Arrow
a -Through Lane -Use Arrow
2.a m (9sM
(- 2.4 m(8.0 111 -I
Swi. Ja.1.
SPA CINC B' E T WEEN CHECK DAMS
SOURCE: VA. DSWC
L = THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
c -Turnand Through Lane-Usa Arrow
A9m(12.7SN
a -Wrong-way Arrow Using Retroraflect(va
Raised Pavement Markers
'
1.(475ft)
Da75 mm
(27-0h)
•
bl
GT o
d - Wrong -way Mow
72.(233114
T - Lana-Reductfon Arrow
1
Gym
U`a0N
2W
r,
�Edgo of
Pevemm(
TYPW auee 1a nvf w inafaatom Sim m y be mkd d ap�raa-ldy me" bf I -pees urban
mrdiru; tare., arse• mq be needed 1a Ireb mab- a or"speed." ode, *f .I 1-11 6.
A rwnwv •far,"eeoa deep, Is Wbnel. Fw pmcel propofto, Tars the Pavement MmW Qo cnepter
of 9e StarMerd K9hY SkjrW book (see SaNm ,A11).
PLATE. 3.20-2
PB-t '
NO PROJECTION OF PIPE ABOVE GROUND LINE
TOP OF FILL
TOP OF FILL
TOP OF FILL
--- GROUND LINE H
GROUt+D LINE H
GROUND LINE H
riiiri rrrr
.
EARTH
ririi r riii
r / II1i IELDING
D•12" OOIYCL
,,TINT ' r Ai.•rr/r .
TH-'1,
D.14"D•12" EAR-
D/2
D/2
0/2
BEDDING
{-
J II
i
3'
_
b .7 MATERIAL
NM, 1/10 D DEDDNG
�D---�i
NW. 1/f0 Q I
'tiPHR M �EPoAL
MN.1/10 D
'1
X X MATERIAL
X Mom•--•0� X
X 0 %
"„TALI'•
MAX za"
FOUNDATION SOFT, YIELDING, OR
NORMAL EARTH FOUNDATION
ROCK FOUNDATION
OTHERWISE UNSUITABLE MATERIAL
PIE PROJECTION ABOVE GROUND LINE
MIN. 1.5 z D MIN. 1_ 5_z D _ I
MIN. 1.5 z 0 MIN. 1.5 x D
I�MN. 1.5 x D _ I _ MI . 1.5 z D
'--
I' TOP "OF -_ FILL
ii TOP OF FILL
TOP Of FILL
H
/ir/ri r//rrri ///iir =
_ �Jfff, rrii / /rrrr rirrir -
- /i/ � • rrr ,ANTI, =
it rrr ri //rrrr -
D•12" " r rr/i/r -
= GROUND
H
rr r riiiii rrrrr/ rrriii .
= r/rJ.'r rrrrr TINT
= rrrrii,- riiiir -
- /i rr rrr rrr rrrrr
- r rii ri/ rr
D. _ r rrr //rrrr GROUND
H
riii/rrrrirrri rri/iriiririrr =
- rriiirrrririr rrrrrriirriri -
-rrr/r/rr/rr rrriirrriri
D-12" r/rrrrrrrr /rrirrii/i -
rrrrirrrr rrrirrirrr ^
1
d �r fr L(NE
rrr tl rrrrrr U
d - GROUND
�lm� -LwE
= r D/2r
= D/2 .' /,TINT _
_ 1
D/2-
I F♦< 4 EARTHR-ROCK
c`
r
OR
(AN. 1/10 D UNYIELDING
BEDD G
MIN. 1/10 0 1 0 %
fff•���--------
_
I I SOIL
MIN. 1/10 D ^BEODN
MATERIAL
�.1 X D ►.a
X
EARTH
/i' PER BEDDING
MATERIAL
MATERIAL
NORMAL EARTH FOUNDATION
1" OF H
1aw.6", ROCK FOUNDATION
FOUNDATION SOFT, YIELDING, OR
MAx.24"
OTHERWISE UNSUITABLE MATERIAL
BEDDING MATERIAL IN ACCORDANCE WITH
SECTION 302 OF THE ROAD AND BRIDGE
SPECIFICATIONS. REGULAR BACKFILL MATERIAL IN ACCORDANCE
WITH SECTION 302 OF THE ROAD AND BRIDGE
SPECIFICATIONS.
CLASS I BACKFLL MATERIAL IN ACCORDANCE
WITH SECTION 302 OF THE ROAD AND BRIDGE
SPECIFICATIONS.
® EMBANKMENT
PPE, 0 LIMITS
NOTE' FOR PLASTICNDED OOPTHE THE S *BACKFILL MATERIAL SHALL BE
S
SHEET tOF E. 4
OF PIPE CULVERTS AND STORM SEWERS
r7ECWAM94INSTALLATION
CIRCULAR PiPE BEDDING AND BACKFILL - METHOD "A"
302
REV.1/04
303
VIRGINIA DEPARTMENT OF TRANSPORTATION 107.01
8' OF 21-B COMPACTED
TO 95% DENSITY
SUBGRADE FREE OF ORGANICS
& COMPACTED TO 957. DENSITY
TYPICAL SECTION UNDER
REAR DRIVE AISLES, AND
LOADING AREAS
DOUBLE PRIME AND SEAL
8' OF 21-B COMPACTED
TO 95% DENSITY
SUBGRADE FREE OF ORGANICS
& COMPACTED TO 95% DENSITY
TYPICAL PAVEMENT
SECTION UNDER THE
PARKING AREA
TREAT WOODEN PANEL
WITH WATER SEALANT.
TYPICAL 6' TALL BY 8' WIDE
DOG-EARED FENCE PANEL. INSTALL ❑N
4'X4'XB' TREATED POSTS SET 3'
DEEP. - GATE OF LIKE MATERIAL
DUMPSTER ENCLOSURE FENCE
DETAIL
' 4' OF 3000 PSI
' CONCRETE W/ FIBER
I
4' OF 21-B COMPACTED
TO 95% DENSITY
SUBGRADE FREE OF ORGANICS
& COMPACTED TO 95% DENSITY
TYPICAL SIDEWALK
SECTION
8' OF 3000 PSI CONCRETE W/
WOVEN WIRE REINFORCEMENT
8' OF 21-B COMPACTED
TO 95% DENSITY
SUBGRADE FREE OF ORGANICS
& COMPACTED TO 95% DENSITY
TYPICAL DUMPSTER
SECTION
Seals and Signatures
A��PLTH O,c IN111
2'
�I► U
0
O u-
CO N
O C7
C7 (h
w o c
Q O
0
♦N O E
K 0 N OU
N 0)
z (D
Q 1. -0
i� � 0
�a��co
0
UI
z
Q
O
O
0
U_
o
ce
�
W
�
BENJAMIN C. v W
MONTGOMERY o o rn rn
-p No.030342 � Q N U-
O •N•( c i (1
S"ONAL E� DATE: AUG 19, 2008
SCALE: N/A
THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF
FREDERICK STANDARDS AND ORDINANCES, ANY DEVIATION FILE NO. 08-067
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE
ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 6 OF 7
cc•11
I,
T A zxSTREET APPROACH SAME SURFACING
GENERAL NOTES
(RADIUS TO RE AS I
CI AS MAINLINE ROADWAY (SEE NOTE 3)
SHOWN ON PLANS)
(�
I (RADIUS TO BE AS
1. WHEN USED INCONJUNCTION WITH STANDARD CG-3
OR CG•7, THE CURB FACE ON THIS STANDARD IS TO
-
SHOWN ON PLANS)
BE ADJUSTED TO MATCH THE MOUNTABLE CURB
CG-2 OR CG 8
NOTF 1)
CONFIGURATION.
2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE
/
6 0 SIDEWALK
USED WITH THIS STANDARD.
---- 90SEEWALK
I ----
NOTE 5)`
OPTIONAL UNPAVED SPACE
3. MNNLNE PAVEMENT SHALL BE CONSTRUCTED TO THE
FLOW LINE
R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION
E7(PANSION
REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE
EXPAISK)N
OMITTED N THE ENTRANCE.) I
JOINT
I
JOINT
4. RADIAL CURB OR COMBINATION CURB AND GUTTER
-
SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE
NOTEIWIDTH "B" 2'•0" OR AS w MAINLINE ROADWAY
EXCEPT FOR REPLACEMENT PURPOSES.
SHOWN ON TYPICAL SECTION. A
PLAN VIEW
ENTRANCE NOTES
S. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE
TURNING REQUIREMENTS OF A4TICAPATED HEAVY TRUCK
MAINLINE ROADWAY SLOPE
TRAFFIC THE DEPTH FOR SIDEWALK 6 CURB RAMPS
WITHIN THE LIMITS OF THE RADIISHOULD BE
10'PARABOLIC CURVE (ENTRANCE ONLY)
INCREASED TO 7". (SEE CG-13)
EDGE OF PAVEMENT OR
OPTIONAL FLOW LINE
8 X MAX. D
$LOPE CHANCE _ _ -
® D
6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW
LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS
MAINLINE ROADWAY
- - -
-' - -- - - - - - NOTE 7)
'� ENTRANCE.
BX MAX.
- ._ 0
® _ _
7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES
SLOPE CHANCE
- -
D
D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE
TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET
CONNECTIONS.
B M
FOR
INTERSECTION NOTES
ENTRAdNCE
CONgfERC1ALM
8, WHEN CG-111S USED FOR STREET CONNECTIONS THE
® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE.
CONNECTION MUST BE DESIGNED N ACCORDANa WITH
AASHTO POLICY AND THE APPLICABLE REQUIREMENTS
SECTION A - A
OF
SIGHT DIsTACER AND DESIGN ALUE REE�REMENTS. STOPPING
9, OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A
PORTION OF INTERS TO PROVIDE POSITIVE DRAINAGE
ACROSS THE INTERSECTION.
ALLOWABLE ENTRANCE GRADE CHANGES
e� r
11,
CLASS AILS �. . e, M
(H.E.S.) i.
CONCRETE
SECTION C-C
ENTRANCE VOLUME
GRADE U ANGE
DESIRABLE
MAXIMUM
HIGH
MORE THAN 1500 VPD
0 X
3 x
MEDIUM
I 500-1500 VPD
5 3 X
1 6 %
LOW
I LESS THAN 500 VPD
S 6 x
I ex
NOTE( ALLOWABLE ENTRANCE GRADE TABLE IS NOT
APPLICABLE TO STREET CONNECTIONS
SPECIFICATION METHOD OF TREATMENT XVDOT
REFERENCE
ROAD A!m BRIDGE STANDARDS
sD2 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REvrsNON DATE SHEET 1 OF 1
VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04
12
A
I - PERMSS!BLE CONST.
-►j 5' MN.I-°- JOINT
+ I
+�) \-TRUNCATED DOMES
SEE SHEET IOF 4 FOR DETAILSTANGENT PLAN
-STD. CG-2
III 2'-0"
BACK OF CURB I 12 :1- 48, 1 M'Uc_ I
20-48: MAX
i-2' MN. .
SECTION A -A
NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,
SEE SHEET 1 OF 4.
A
TYPE C
PARALLEL & PERPENDICULAR
APPLICATION
ROAD74AY GRADE
IN PERCENT
M'TNIMUM RAMP LENGTH
IN FEET
4" CURB
1 6" CURS
0
2
4
1
2
5
_
_
3
5
3
6
t�
, 4
4
8
5
5
1C
6
7
a
7
13
75
8
15
1 15
NOTE:
THE REQUIRED LENGTH OF A PARALLEL RAMP IS
LIMITED TO 15 FEET,REGARDLESS OF THE SLOPE.
� u
Y
O C=
U�
CROSSWALK
TYPICAL PLACEMENT
AT INTERSECTION
WITH BUFFER STRIP
THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE
UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS
AND ROADWAY GEOM. TRJCS PROVIDING THE OWNSIONS AND
SLOPES ARE AS NOTED.
� m
55 Nu )KX _--�-_- -
2' WIN ' AT X 2" HIGHER THAN'
►\ EDGE
T XX , SAME
ATOP OF CURB
THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE
USED SMITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES
WITH 60" X 60" M_'N.OWENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET
CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK
WITH A WARPED SURFACE,
SHEET 4 OF 4
CG--12 DETECTABLE WARNING SURFACE SRUERENCE
REfONFNCE
REV.7/05 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION o2
203.071 VIRGINIA DEPARTMENT OF TRANSPORTATION
Section 2B.04 STOP Sign (Rl-1)
Standard:
When a sign is used to indicate that traffic is always required to stop, a STOP
(R1-1) sign (see Figure 211-1) shall be used.
The STOP sign shall be an octagon with a white legend and border on a red
background. Secondary legends shall not be used on STOP sign faces.
Section 3B.16 Stop and Yield Lines
Standard:
If used, stop lines shall consist of solid white lines extending across approach
Ianes to indicate the point at which the stop is intended or to be made.
Guidance:
Stop lines should be 12 to 24 inches wide.
Stop lines should be used to indicate the point behind which vehicles are required
to stop, in compliance with a STOP (RI-1) sign, traffic control signal, or some other
traffic control device, except YIELD signs.
If used, stop and yield lines should be placed a minimum of 4' in advance of the
nearest crosswalk line at controlled intersections, except for yield lines at roundabout
intersections as provided for in Section 313.24 and at midblock crosswalks. In the
absence of a marked crosswalk, the stop line or yield line should be placed at the desired
stopping or yielding point, but should be placed no more than 30' nor less than 4' from
the nearest edge of the intersecting traveled way. Stop lines should be placed to allow
sufficient sight distance to all other approaches to an intersection.
Section 2B.06 STOP Si�PlacementSi�Placement
Standard:
The STOP sign shall be installed on the right side of the approach to which it
applies. When the STOP sign is installed at this required location and the sign visibility
is restricted, a Stop Ahead sign (see Section 2C.29) shall be installed in advance of the
STOP sign.
The STOP sign shall be located as close as practical to the intersection it
regulates, while optimizing its visibility to the road user it is intended to regulate.
STOP signs and YIELD signs shall not be mounted on the same post.
Guidance:
Other than a DO NOT ENTER sign, no sign should be mounted back-to-back
with a STOP sign in a manner that obscures the shape of the STOP sign.
Stop lines, when used to supplement a STOP sign, should be located at the point
where the road user should stop (see Section 213.16)
If only one STOP sign is installed on an approach, the STOP sign should not be
placed on the far side of the intersection.
Where there is a marked crosswalk at the intersection, the STOP sign should be
installed in advance of the crosswalk line nearest to the approaching traffic.
From " Manual on Uniform Traffic Control Devices" 2003 Edition
CG-12
GENERAL. NOTES:
1, THE DETECTABLE WARNNG SHALL BE PROVIDED BY TRUNCATED DOMES. 1�11:Y'lT
2. DETECTABLE WARNING TO BE CLASS n-3 CONCRETE (CLASS A-4 IF PRECAST)
WITH SLIP T . T" )1 RESISTANT N EGRAA:. SURFACE COVERING THE FULIL VI107H OF THE
RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN
TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE
WARNWING MAY BE USED WITH THE APPROVAL OF THE FNGINEIER. TYPE A
3. SLOPING SIDES OF CURB RAMP MAY nE POURED MONOUIRCALLY WITH RAMP PERPENDICULAR
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
4. IF RAMP 'FLOOR IS PRECAST,HOLES MUST BE PROVIDED FOR DOWEL BARS SO
THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF
PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4.
MAN
5. REQUIRED BARS ARE TO BE N0.5 % 8" PLACED 1'CENTER TO CENTER ALONG •0 I
BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM
CONCRETE COVER 11/2". 121 MAX..
8. CURB / CURB -0 GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAI/PS
ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. TYPE B
7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL
BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER
AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY
CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXIST INS, PROPOSED.
c �rrsl
OR NONEXISTENT. THEY MUST BE LOCATED W1TMN PEDESTRIAN CROSSWALKS �,-�
AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT _
BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES,F!RE
HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS ,r A w 1
UNOBSTRUCTED. STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL 12;1 MAX
ACCESS}BLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED * -�" III
AND USED BY PEDESTRIANS. �
8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND ]2' MIN AT X 2" HIGHER THAN
EDGE OF PAVEMENT
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS
PERPENDICULAR TO THE CURB. AT XX , SAME AS TOP OF CURB
9. TYPICAL CONCRETE SIDEWALK IS 4" SNICK, WHEN THE ENTRANCE RADIICANNOT TYPE C
ACCOTRAFFIC, REFERMODATE THE TO S`T�AANN'ING DARD REQUIREMENTS
1S COMMERCIALNENTRANCE F(HEAVYAVY TRUCK PARALLEL & PERPENDICULAR
TRUCK TRAFFIC)FOR CONCRETE DEPTH.
10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, 1
THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH
1.6'C-C2.4"�_ TRUNCATED DOME
� 00
t 0 0 CVO 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
+ �, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
D2" �0 000 00000 00000000
I 50% - 652 OF SASE. DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O
TOP pIPN.ETIER 0- 0 0 0 0 0 0 0 0 0 0 0 0 0
VARIABLE
OASE DIAMETER 4' MINIMUM. ----►I{
PAY LIMITS I
TRUNCATED DOME DETAIL DETECTABLE WARNING
SHEET I OF 4 DETAIL
CG-12 DETECTABLE WARNING SURFACE REFERN� aEcr-,NINE
REV.7/05 GENERAL NOTES 105
203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 502
7717
May 2005
i
W
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00��
WWI 2 WWI 2
48" x 48" 48" x 48"
vR_g DEE48" x 48"
4
LANE ENDS
MERGE
o
2
Section 2A.16 Standardization of Location
Support:
Standardization of position cannot always be attained in practice. Examples of
heights and lateral locations of signs for typical installations are illustrated in Figure 2A-
1, and examples of locations for some typical signs at intersections are illustrated in
Figure 2A-2.
Standard:
Signs requiring different decisions by the road user shall be spaced sufficiently far
apart for the required decisions to be made reasonably safely. One of the factors
considered when determining the appropriate spacing shall be the posted or 85n'-
percentile speed.
Section 2A.18 Mounting Height
Support:
The provisions of this Section apply unless specifically stated otherwise for a
particular sign elsewhere in this Manual.
Standard:
Signs installed at the side of the road in rural districts shall be at least 5 ft,
measured from the bottom of the sign to the near edge of the pavement.
Where parking or pedestrian movements occur, the clearance to the bottom of the
sign shall be at least 7 ft.
Section 2A.19 Lateral Offset
Standard:
For overhead sign supports, the minimum lateral offset from the edge of the
shoulder (or if no shoulder exists, from the edge of the pavement) to the near edge of
overhead sign supports (cantilever or sign bridges) shall be 6 ft. Overhead sing supports
shall have a barrier or crash cushion to shield them if they are within the clear zone.
Ground -mounted sign supports shall be breakaway, yielding, or shielded with a
longitudinal barrier or crash cushion if within the clear zone.
Guidance:
For ground -mounted signs, the minimum lateral offset should be 12 ft from edge
of the traveled way. If a shoulder wider than 6 ft exists, the minimum lateral offset fro
ground -mounted signs should be 6 ft from the edge of the shoulder.
Support:
The minimum lateral offset is intended to keep trucks and cars that use the
shoulders from striking the signs or supports.
Guidance:
All supports should be located as far as practical from the edge of the shoulder.
Advantage should be taken to place signs behind existing roadside barriers, on over -
crossing structures, or other locations that minimize the exposure of the traffic to sign
supports.
From " Manual on Uniform Traffic Control Devices" 2003 Edition
Page 6H-29
G20-2o
18"x24"
S
b ® FOR T.M,A
REDUIREMENTS
° SEE NOTE 7
DILLUM.NATED FLASHING
(AMBER CAUTION MODE)
TYPE B OR C
0
° /'LLUNATED FLASHING
° AMBER ARROW TYPE C
Ie I SHOULDER
° e ° TA^ER
O ; OR
W4-2 W4-2
48" x 48" 48" x 48"
Vr20-5
48" x 48"
W21-4
48" x 48"
Outside Lane Closure Operation On Four -Lane Roadway
(Figure TTC-12.0)
Section 2A.20 Orientation
Guidance:
Unless otherwise stated in this Manual, signs should be vertically mounted at
right angles to the direction of, and facing, the traffic that they are intended to serve.
Where mirror reflection from the sign face is encountered to such a degree as to
reduce legibility, the sign should be turned slightly away from the road. Signs that are
placed 30 ft or more from the pavement edge should be turned toward the road. On
curved alignments, the angle of placement should be determined by the direction of
approaching traffic rather than by the roadway edge at the point where the sign is located.
Option:
On grades, sign faces may be tilted forward or back from the vertical position to
improve the viewing angle.
Section 2A21 Posts and Mountings
Standard:
Sign posts, foundations, and mountings shall be so constructed as to hold signs in
a proper and permanent position, and to resist swaying in the wind or displacement by
vandalism (see "Square Tube Steel Sign Post" description).
Section 213.34 DO NOT R Si��5-1)-1)
Standard:
The DO NOT ENTER (R5-1) sign (see Figure 2B-9) shall be used where traffic is
prohibited from entering a restricted roadway.
Guidance:
The DO NOT ENTER sign, if used, should be placed directly in view of a road
user at the point where a road user could wrongly enter a divided highway, one-way
roadway, or ramp (see Figure 213-10). The sign should be mounted on the right side of
the roadway, facing traffic that might enter the roadway or ramp in the wrong direction.
If the DO NOT ENTER sign would be visible to traffic to which it does not apply,
the sign should be turned away from, or shielded from, the view of the traffic.
Option:
The DO NOT ENTER sign may be installed where it is necessary to emphasize
the one-way traffic movement on a ramp or turning lane.
A second DO NOT ENTER sign on the left side of the roadway may be used,
particularly where traffic approaches from an intersecting roadway (see Figure 213-10).
From " Manual on Uniform Traffic Control Devices" 2003 Edition
CG-12 - - ---
j PERMISSIBLE _yam.
j CONSTRUCTION I �t5 DOWELS, 8" LONG
q•_0
f JOINT 0 12" C-C
` MIN.
4' W'
I,y 7 ----..
a' to:l 10:1
B MAX MAX-
1111111
LL 2'
-�� TRUNCATED DOMES
A SEE SHEET t OF 4 FOR DETAILS TYPICAL DESIGN
8,. 0., 4'-0"
BACK OF CURB \ 12:1 MAX. I 48:1 MAX.
20: 1-y
SEC i iOiN A -A
ERMISS16LE
CONSTRUCTION
JONI
SECTION B-B
NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, ALTERATIONS
SEE SHEET 1OF 4.
A 4' SQUARE LANDING
AREA OUTSIDE OF
TRAVELWAY SHALL
Y BE PROVIDED WITHIN =-I
�G THE MARKED Q
S CROSSWALK AREA S
/ y V)
()
�� ------ 3 =0
Of
U I/I U
CROSSWALK a CROSSWALK
TYPICAL PLACEMENT OSSWALK TYPICAL PLACEMENT
AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION
WITHIN CROSSWALK WITHIN CROSSWALK
(WITH BUFFER STRIP)
THIS DESIGN TO BE USED FOR CONSTRL IONI THAT INCORPORATES WIDER SDEWALK. LANDING
148" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW
CONSTRUCTION, 6 FEET FOR ALTERATIONS.
$PECkY.AT10t4 CC-12 DETECTABLE WARNING SURFACE
RUIREN-1
502 TYPE A (PERPENDICULAR) APPLICATION
VIRGINIA DEPARTMENIT OF TRANSPORTATION
May 2005 Page 6H--13
J 6 I' 0 t C20 2'G
�! 48"x2 4"
500'
21
�$
ILLUMINATED FLASPING
ANUER (CAUTION MODE)
TYPE B OR D
gI(
•
WI CUES- SEE NOTE 3
I
H �
Z
0
i VW-28
48" x 4B"
SEE NOTE 1.
O k8�2
11-4
G 48"
,tot
Stallonary Operation on Shoulder
(Figure TTC4.0)
May 2005
0
0
m
TJ
0 L'1
O
0
0
loll
N
C.c 60',, 24'
I SPE cut
SCE NOTE 6
1
Signing For Fmjed Limits
(Figure TTC-36.0)
I
May 2005
OF 4 H
7.03.OSA
T. I
°5 DOYIELS, B' LONG APERMISSIBLE
AT 12" C-loci
CONSTRUCTION
5' MIN.
I-
JOINT
12:1 MAX
ro
a r
B �L
2'
12:1
MAX
N
t J� B
RAMP
(SE"E TABLE)
A
TRUNCATED DOMES
SEE SHEET I OF 4 FOR DETAILS
_ 5'-0" MIN
SHARE D MATCH FACE
OF ROADWAY CURB
BACK OF
CURB
48 �IMAX
20 :1
48 : t MAX.
�
SECTION A -A
PERMISSIBLE
CONSTRUCTION
sSECTION
B B
NOTE:
FOR GENERAL NOTES ON THE DETECTABLE
WARNING SURFACE,
SEE SHEET IOF 4,
TYPE 8
PARALLEL APPLICATION
ROADWAY GRADE
IN PERCENT
MINIMUM RAMP LENGTH
LV FEET
4" CURB 1 6" CURB
0
4
1 6
1
5
1 7
2
5
1 8
3 _
6
9
4
8
12
5
10
15
6
T4
15
I I (l
CROSSWALK
TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK
5' MIN
X.
F1
4' SQUARE LANDING AT
\\\ \\ OUTSIDE OF TRAVELWAY
SHALL BE PROVIDED FO,'
CROSSWALK PERPENDICULAR CROSSW
WITHIN THE MARKED
CROSSWALK AREA
NOTE:
THE REQUIRED LENGTH OF A PARALLEL RAMP
IS LIMITED TO 15 FEET, REGARDLESS OF THE
SLOPE.
SHEET 3 OF 4
SP'EC6ICATION
CC-12 DETECTABLE WARNING SURFACE
105 TYPE B (PARALLEL) APPLICATION REV. 7/05
VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06
Page 6H-41
z C20-20
cT 48"x24"
VHRT
J_
rgl dD 1_
\\ 4
u
•5-f NOTE T To Ii+4J1�
T.
.2
N {I-
° Yl20-70
48" X 48"
R f.
WE NOT[ y
VW-27
WIG" x 48.'
r f� W2C-4
.h'21 4
I i lt I' W 4Fs' x 48"
.Flagging Operation On Ytvo-Lane Road
(11gore TTC-18.0)
lYT i
TRANSVERSE PAVEMENT TIE-IN
TRAh4T0N Lrwm
,-%" MrE NOTES
t TRAIaVCR>g PAVOGNT TE-N 9aJciTLttK Bell TOOyp,¢�
'P 170fTM00PrtAVk]97(t1 N -„ z5�0 PAVE16 �
RA1�1 SCPFACE i' exD% DECKD,�I` / � ,t p A�
Of �L Na aOF Al ai4�LL
PLANING TRANSITION PAVEMENT OEi 4L 10 111 [ITN 0 E RER ��OF
,. M� #11NGIT
1G1B k71 TALL TC•
Tom gt�
1I91M1KN IDJOTII PAYEImfTM;E a11ALL �T OIICAD
TYt' Ma,
FJOGiPV PAYE30(T
oR
em4z oFLac
OVERLAYING TRANSITION PAVEMENT DETAIL
TEMPORARYPAVEMENT WEDGE
P�
NOTES
108. PAVEME1a W[DaI L T[la'ORNtY PAVFMM MDOE SMALL BE C@8Tfi3OYLD M
aURF',Ct t4 ASRYLT A 144NMN Of S FELT fi 1L10TH
LOB EVQFY Kb1 OF OfP1N OP PAVEMHNT YitaaJ.
9W 4 ICK onITdO PAVOERT
WEDGE DETAIL
TRANSVERSE PAVEMENT TIE-IN
an vEaaeA EOAAITYO4T ar TTEJAIlOITTATT.71
Anticipated land disturbance on VDOT right of exceeds 10,000 square feet. In
accordance with the Virginia Department of Transportation (VDOT) Road and Bridge
Specification 107.14 (a), Special Provision 107D, all contractors performing regulated
land disturbing activities within VDOT right-of-way must have an employee that has
successfully completed the VDOT Erosion & Sediment Control Contractor Certification
training. The Department will require evidence of this certification with any Land Use
Permit application for this work,
IF REQUIRED BY VDOT FILED INSPECTOR
f�15 OEF CGSW ART
TACK COAT E PROPOSED
CONSTRUCTION JOINT E105TNG ASPIVLT UYEAS PROPOSED AiPHALT LAYER`
"STNO MASS PROPOSED Sl4BASE
---------------------
LU '-Z Sl6cBADF
CONSTRUCTION JOINT DETAIL
.L A Em Omc A"m Lmm TO MTNO ViRalu AID REPLACE mm PROPOSED ASPHFLT WOO" LAYERS
® PROP06FD MAr6IN I'/t NCN THICK ASM&T RRFACE WMSE (SU NOTE W
z 0.'Ji'SN�`C!l 'FIOIKOt'FBY �OORES ATCRISM KI Kl JiSSMY r0 JBUT TI£ - TRiWES9 a MITM JSPoULT LAYLRR
NOTES:
L A4 HILT PAVENDIT MDEMNI W LL 1NYE A PAYEAEHT DES" N ICCORDNI%M XITTH CIJVMI1T YDOT PROCEDLPf5 MD BE APPROVED BY TIC CKOEEF.
2. VfC IXtNT�WZ'£ OFP�TIEA CJRTNSMik C O PAV@E IYTLpH�T SM.'LL �AD� EtDCWt5T�5E00 W & PVT O i KS M uYER3 OF EY6T/IC PAVEIO,'i.
S. PAY`REVPN`AA`7TT LAYM. TIZ OA S L sp&X o tq uOPE TNM1�6y0T�D FEET 0,417.
-EL LINE TO DFTER mE TYPE ND -CKWSS CF E>a
`. YPWOpmo FAVOO47 `MV04M Vi%WKL"LCI F.E.L1 M MXVVM 8Y'TK°D01 mNO AC,� 11rrH A4 ASPIIIl.r sV6/CE COIRSE To YAT (l1 riff
S. rC O4C"X9 HAY REOL" THE Wl" DEPTH OF TIE EVSTNO PAYE.W TO BE AD.IlS1ED TO AO E AN KCErASLE PAV1017 CROSS-SLOn
Mu EFFECTNE 9Ftf OP-11 E.
a. EASTM4O PAVEMINT 14.44 6S Me MARKERS VITTH1 THE PROJECT LINTS STALL BE RESTORED k"CT TO THE A4•ROYAL OF THE DO:D R.
T. AF`TL'TLE QA�TIOUS $KILL�'AL aC TESTED USFIOG A010 ROOT STXAT`EWIE[ IN A� W TTE ff I MMGS a'KCTION 3150YT c`,, er TIE
SPECtr"KATDNS.
ASPHALT PAVEMENT WIDENING"Er
FOR WIDENING W3 ECT TO TRAFFIC e
OO J.02 VIOLA WARTIM Of TROON)"AlIDN
Not SPEED
ieSS LIMIT
ROADSIDE SIGN than 50
BUSINESS OR 0.6, m I-T
RESIDENCE DISTRICT I (2�ft)
E
SQUARE TUBE STEEL SIGN POSTS
Square tube steel sign posts shall be fabricated from hot rolled, carbon sheet steel
structural steel quality, conforming to the requirements of ASTM A1011, Grade 50
except the yield strength after cold -forming shall be 60 ksi minimum The steel gauge
shall be 14 gauge for the 2 inch by 2 inch posts and 10 gauge for the 21h inch by 2'/2
inch posts. Posts (inside and outside) shall be galvanized in accordance with the
requirements of ASTM A653, Coating Designation 6-90. Posts shall use an in ground
anchor system that provides a stable installation and allows easy replacement of the sign
post into the anchor system after vehicular impact. Posts shall conform to the breakaway
requirements of AASHTO's Standard Specifications for Structural Supports for Highway
Signs, Luminaries, and Traffic Signals (1994 Edition including revisions). The
Contractor shall provide a copy of the FHWA's acceptance letter indicating compliance
with breakaway requirements at the time of catalog submission of the posts. Posts shall
have 7/16 (+/- 1/64 inch) openings of knockouts spaced 1 inch on centers on all four
sides. Posts shall be installed in accordance with the manufacturer's recommendations.
•
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o BENJAMIN C. y
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MONTGOMERY
-0o
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rn
No, 030342 �t4j
p
N
ASS
jIONAL
DATE:
AUG
19, 2008
SCALE:
N/A
FILE NO.
08-067
THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK
COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR
CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING
SHEET 7 OF
7
ADMINISTRATOR PRIOR TO CONSTRUCTION.