HomeMy WebLinkAbout04-20 Signed First PageConstruction Notes:
1. AIi work and materials shall conform to the current standards of Frederick County, Virginia, the regulations of the Americans with
Disabilities Act, where applicable, the Virginia Department of Transportation, and all applicable codes,
2. Erosion and sediment control shall conform to the standards and specifications of the Commonwealth of Virginia, where applicable.
3. It shall be the responsibility of the Contractor to notify "Miss Utility" at 811 at least five (5) working days, but not more than ten (10)
days prior to commencement of any -land disturbing activity.
4. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion
of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain
dormant for longer than 14 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year.
5. All existing utilities have been shown based upon the best available information. However, there may be existing utilities which are not
shown and should be located. Therefore, it will be the responsibility of the Contractor to verify the location of all existing utilities prior to
construction. Any discrepancies between these plans and the actual field conditions shall be reported immediately to the Engineer, the owner,
and the appropriate utility company.
6. All proposed utilities shall be installed underground.
7. It shall be the responsibility of the Contractor to obtain all permits necessary for construction prior to the commencement of work. An
approved set of construction documents shall be present on the site at all times.
8. Topographic and boundary information was derived from a field survey performed by Pointer -Lewis, P.L.C. The field survey has been
based on U.S.C. and G.S. datum and a contour interval of one (1) foot has been established for this project. Contact Painter -Lewis, P.L.C.
at 540-662-5792 to establish vertical control for project construction.
9. No geotechnical report has been prepared for this project.
10. All radii designations indicate face of curb, edge of pavement, or edge of stone pavement, where applicable.
11. The Contractor shall coordinate the relocation of and the connection to the existing utilities with the appropriate utility company, where
applicable.
12. The Contractor shall provide all AS BUILT documents and plans to the regulatory agency requiring such.
13. Stakeout Note: If requested by VDOT, the approximate location of proposed entrances from State -maintained road will be staked.
14. A smoothing grade shall be maintained from the centerline of the existing road to the flow line, to preclude the forming of false gutters
and/or the ponding of any water on the roadway.
15. The approval of these plans shall in no way relieve the owner of complying with other applicable local, State and Federal requirements.
All applicable state and federal permits shall be obtained prior to disturbances within and jurisdictional waters and wetlands.
Erosion and Sediment Control:
1. All Erosion and Sediment Control measures shall be installed prior to any land disturbing activities. All work shall be done in accordance
with the current edition of the of Commonwealth of Virginia Erosion and Sediment Control Handbook.
2. All work shall be confined to the designated Limits of Disturbance.
3. The Contractor shall be responsible for the installation and maintenance of all Erosion and Sediment Control measures. All Measures shall
be inspected daily and after each significant rainfall by the site superintendent or his representative. Any damaged structures shall be
repaired or replaced be the end of that work day.
4. Upon completion of construction, all permanent erosion and sediment control measures shall be installed. After stabilization, the temporary
Erosion Control devices shall be removed, as approved by the Local Inspection Authority, within 30 days. All vegetative cover shall be
checked regularly and any damaged areas shall be repaired, fertilized, replanted, and mulched, as needed.
5. The Contractor shall provide adequate means of cleaning trucks and other construction equipment prior to entering the public R-O-W. If
necessary, a trash rack shall be used as part of the Construction Entrance to help in the control of potential mud generated as part of the
development of this site. If it is determined that this is not sufficient, then a wash rack shall be installed, as needed. It is the
responsibility of the Contractor to maintain clean streets and to allay dust at all times.
Paving and Concrete:
1. The proposed public roads, main drive aisles, and parking areas shall receive the minimum pavement sections, as detailed on the plans.
All points of connection with the existing pavement sections shall be graded as required to provide a smooth transition between the pavement
sections.
2. All concrete shall be VDOT classification A-3. All work shall be done in accordance with standard practices.
Excavation and Grading:
1. Test pits shall be excavated to determine the depths and locations of all of the existing utilities. If conflicts exist, then the existing
utilities shall be lowered or moved to promote the construction of the proposed development.
2. All deleterious materials, demolished debris, and cleared and grubbed materials shall be removed and properly disposed of off -site.
3. All topsoil or vegetative cover shall be excavated to its full depth and stockpiled on -site, if applicable, in the areas as directed by the
Owner's representative for future finish grading.
4. All borrow fill material, if necessary, shall be obtained by the Contractor and approved by a Certified Geo-Technical Engineer. All fill
material shall be placed in lifts of 8" or less and shall be compacted to 95% of ASTM D-698 Maximum Dry Density, or as directed by the
Geo-Technical Engineer.
5. No blasting shall be permitted within 25 feet of existing utilities or structures without permission of the Owner.
6. All landscaped islands, slopes, and lawn areas shall receive a minimum of 4" topsoil obtained off -site or from the topsoil stockpile on
site. The topsoil shall be graded and raked, prior to application of permanent vegetative cover.
7. All disturbed lawn areas shall be stabilized by the establishment of permanent turf grass installed in accordance with generally accepted
practices.
8. Fill slopes steeper than 3:1 will require a slope stability analysis and maintenance plan.
LANDSCAPE REQUIREMENTS:
Parcel Greenspace Required: 15% of 1.68 acres or 10,977 sq. ft.
Parcel Greenspace Provided: 78.6% or 57,512 sq. ft.
Proposed Impervious Areas: Roof Area=4,812 sq. ft.
Pavement/concrete=10,857 sq. ft.
Total Impervious Area= 15,669 sq. ft,
Virginia Department of Transportation
Staunton District
Rev. January 19, 2013
VDOT General Notes
V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and
Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In
case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational
Safety & Health (VOSH) Rules and Regulations.
V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's
Work Area Protection Manual. A transportation management plan needs to be submitted for approval and land use permit issued prior to any execution
of work within the VDOT right of way.
V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc.,
owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that
may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility.
V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any
additional expense incurred as a result of any field revision shall be the responsibility of the developer.
V6. If required by the local VDOT Land Development Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with
the attendance of the contractor (s), various County agencies, utility companies and VDOT prior to initiation of work.
V7. The contractor shall notify the local VDOT Land Development Office when work is to begin or cease for any undetermined length of time. VDOT requires
and shall receive 48 hours advance notice prior to any required or requested inspection.
V8. The contractor shall notify the Traffic Operations Center at ()540) 332-9500 for any traffic control plan that impacts a VDOT maintained interstate or
Primary roadway to provide notification of the installation and removal of the work zone.
V9. The contractor shall be responsible for maintaining a CVDOT permitted temporary construction entronce(s) in accordance with Section 3.02 of the Virginia
Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction.
V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be
installed under roadway drainage facilities at conflict points.
V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, coves, etc.) encountered during the course of construction shall be
immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the
engineer and approved by VDOT.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR
testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are
submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and
that testing shall be performed in accordance with all applicable VDOT standards and procedures.
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical
maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street
right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge
Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise.
V15. VDOT Standard CD and UD under drains shall be installed where indicated on these plans and/or as specified by VDOT.
V16. A post installation visual/video camera inspection shall be conducted by the Contractor on all pipes identified on the plans as storm sewer pipe and a
select number of pipe culverts. For pipe culverts, a minimum of one pipe installation for each size of each material type will be inspected or ten
percent of the total amount for each size and material type summarized. All pipe installations on the plans not identified as storm sewer pipe shall be
considered as culvert pipe for inspection purposes. Additional testing may be required as directed by the Area Land Use Engineer or their representative.
V17. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the
responsibility of the developer.
V18. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's
discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices.
V19. The developer shall provide the VDOT Land Development Office with a list of all material sources prior to the start of construction. Copies of all invoices
for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Land Development Office prior to acceptance of the
work. Unit and total prices may be obscured.
V20. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density
control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform
checking stone depths, a VDOT
these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to c g p ,
representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip.
V21. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined
using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of
test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present
during the construction and testing of the control strip.
V22. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored 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 approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise
unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved
by VDOT,
V23. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final
approval of the guardrail layout to be given by VDOT after grading is mostly complete.
V24. Approval of these plans shall expire three (3) years from the date of the approval letter.
V25. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT.
V26. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed foundation elevation to determine
the type and condition of the foundation. The contractor shall submit copies of borehole logs and report findings of foundation exploration to the
engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Contrary to the
Standard, where rock is encountered and cast -in -place box is proposed, the thickness of bedding shall be six (6) inches. Where soft, 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.
Parking Lot Landscaping:
Impervious Areas: (1) Tree per 2,000 sq. ft. of Impervious Parking Area
Required Trees: 10,701 sq. ft./2,000= 5.3 trees=6 trees
Parking Spaces: Trees Required: 14 spaces/10= 1.4 trees=2 trees
Trees Required/Provided: 8 trees
5% Interior Greenspace Required: 535 sf
Headlight shielding: 3' high hedge is provided along southern parking lot perimeter
Dumpster Area Screening: NA
Zoning District Buffers/Screening:
B2 against M1: Category B buffer required... existing conditions prohibit this buffer provision
B2 against RA residential: Category B buffer required ... No Screen with 175' inactive and 50' active buffers provided
B2 against MH1: Category B buffer required... Landscape Screen using existing vegetation with 75' inactive and 25' active buffers
provided
Length of Buffer= 99.97'
Plants Required= 99.97'/10=9.9970=30 plants total
(10 shrubs, 10 deciduous trees, 10 evergreen trees)
Provided: 30 plants total (78 shrubs, 68 deciduous trees, 67 evergreen trees)
Credit for the existing 3 mature Silver Maples along the buffer will reduce the required number of deciduous trees 10.
Ex. 60" Silver Maple=5 tree credits
Ex. 12" Silver Maple=2 tree credits
Ex. 20" Silver Maple=4 tree credits
Frederick County Road Classification for Route 11: Minor Arterial Road
2017 Existing Traffic Data -Route 11 Martinsburg Pike
AADT=5,400 trips
Data Source: ITE Manual, Ninth Edition
Land Use 932: High -turnover (sit-down) restaurant
Trips based on Seats: 16 seats
Weekday:
16x4.83=77 trips
(50%
entering,
50% exiting)
AM Peak Hour:
16x0.6=10 trips
(58%
entering, 42% exiting)
PM Peak Hour:
16x0.72=12 trips
(52%
entering,
48% exiting)
Saturday:
16x6.21=99 trips
(50%
entering,
50% exiting)
Sunday:
16x5.17=82 trips
(50%
entering,
50% exiting)
Figure 3-26 Route
11 entrance: Warrants for Right
Turn
Treatment:
PHV RIGHT TURNS
northbound=6 trips
Approach PHV=5,400 x 11 % x 50%(estimate)=297 trips
No right turn lane
or taper required.
Water Demand Information
WATER DEMAND CALCULATIONS
Number of Seats: 16
Average Demand per seat: 50 gallons
Total Demand: 800 gpd
LANDSCAPE INSTALLATION:
1. Confirm the locations of any utilities above or below ground prior to commencing work. Contact the Landscape Architect in the event that utilities
or any other structure conflicts with the layout shown on the plan.
2. Verify the quantities shown on the plant list with totals indicated on the plan. Contact the Landscape Architect in the event that discrepancies
exist. Supply unit prices to the Owner at time of bidding.
3. All materials are subject to approval by the Owner or Owner's representative. Provide the Owner with a tag from each plant species and a list of
the plant suppliers. Where any requirements are omitted from the Plant List, use plants which meet the normal requirements for the variety
according to the American Association of Nurserymen.
4. Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have adequate root systems.
5. Sizes specified in the Plant List are minimum sizes against which the plants will be judged. Failure to meet minimum size on any plant will result
in rejection of that plant.
6. Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown on the plan. All mulched beds shall be
curvilinear in shape following the contour of the plant mass. Apply a minimum of 4 inches of mulch uniformly over beds. Trees located within
four feet of any shrub bed shall share the same bed. Grade finished planting beds so as not to impede surface drainage.
7. Locate trees a minimum of 3 feet from walls or walks, if possible.
8. Stake and guy all trees according with standard practice and/or the suppliers recommendations. At a minimum, all deciduous trees shall be
double -guyed with 72" hardwood stakes driven firmly into the ground. Secure tree to stakes with #9 galvanized wire guys with rubber hose
connections. Stakes shall be 2" x 2" x 72".
9. Use shredded hardwood bark mulch in all planting beds.
10. Remove all togs, twine and containers from installed plants. Roll back burlap one third on all B&B plants.
11. All plant substitutions are permitted with consent from the Landscape Architect and the Frederick Co. Planning Department.
12. Prepare the soil in all bedding areas by mixing into the top six inches of soil one cubic yard of manure, peat and 10-6-4 granular fertilizer per
100 square feet of area. Remove any turf, weeds or other vegetation completely prior to installation.
13. Plant all materials in their appropriate season. The Contractor shall guarantee all plant materials and workmanship for a period of one year from
time of installation.
14. All existing plant materials shall remain unless otherwise noted on these plans.
15. All plantings must conform to sec. 165-203.01 of the Frederick County Zoning Ordinance.
16. No trees or shrubs shall be placed on Frederick Water easements.
UTILITY AND REGULATORY CONTACTS:
WATER SERVICE
Frederick Water
315 Tasker Road
Stephens City, VA 22655
540-868-1061
BUILDING INSPECTIONS
Frederick County Inspections Department
107 North Kent Street
Winchester, VA 22601
540-665-5650
NATURAL GAS
Washington Gas
350 Hillandale Lane
Winchester, VA 22602
540-868-7923
ELECTRIC SERVICE
Shenandoah Valley Electric
Cooperative
3463 Valley Pike
Winchester, VA 22602
540-450-0111
ROSION AND SEDIMENT CONTROL
rederick County Department of Public Works TELEPHONE SERVICE
07 North Kent Street Verizon
Anchester, VA 22601 404 Hillandale Lane
40-665-5643 Winchester, VA 22602
540-665-3156
UBLIC ROAD IMPROVEMENTS
irginia Department of Transportation
275 Northwestern Pike
linchester, VA 22603
40-535-1818
SEWER SERVICE
Virginia Department of Health
107 North Kent Street
Winchester, VA 22601
540-722-3480
SIGN NOTES:
1. Signs will conform to Section 165.201.06 of the Frederick County
Zoning Ordinance.
2. The maximum height for the monument sign is 25'. The maximum
size for the monument sign is 150 square feet.
RESPONSIBLE LAND DISTURBER
NAME:
CERTIFICATION #:
DATE:
THE RESPONSIBLE LAND DISTURBER IS THE
PARTY RESPONSIBLE FOR CONSTRUCTION &
MAINTENANCE OF ALL THE LAND DISTURBING
ACTIVITIES AS SET FORTH IN THESE PLANS.
FREDERICK COUNTY, VIRGINIA
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107 N Kent St Winchester, VA 22601
540-6654614
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Cite: J..ry 17, 2019
NERAL NOTES:
Donato Lanzetto
109 Wild Rose Circle
Winchester, VA 22602
Tel: 540-667-9797
EXISTING PARCEL DATA:
TM #44-A-58
Owner: Martinsburg Pike LLC
Zoning: RA
Area: 0.5739 acres
Existing Use: Grocery, Mobile Home
Proposed Parcel Data
ENGINEER:
Painter -Lewis, P.L.C.
817 Cedar Creek Grade, Suite 120
Winchester, VA 22601
Tel: 540-662-5792
Owner: Martinsburg Pike LLC
Zoning: 82-Business General District
Area: 1.68 acres
Proposed Use: Restaurant, Residential, FAR=0.065
Proposed Building: 3,104 SF, 1-Story Rerstaurant
Existing Building: 1-Single Family Residence
Building Restriction
Lines:
Front Setback:
Required-50'
Rear Setback:
Required-0'
Side Setback:
Required-0'
Maximum Building
Height:
Minimum Landscaped Area:
Sign Setback:
Parking Requirements:
Parking Restriction Lines:
Street Setback:
Yard Setback:
Provided-52'
Provided-105'
Provided-1 Or
Allowed-35' Provided-18'
Required-15%
Required-10' Provided-10'+
Required-10' Provided-10'
Required-5' Parovided-6'
Restaurant Parking Spaces Required: 1 /100 SF seating area
Seating Area: 1,200 SF=12 spaces required
Parking Spaces Provided: 14 including 1 ADA space
Loading Required: 1 space per 10,000 sf-None
Buffers and Screening Requirements:
82/M1: Required: Type A Buffer, no screen w/25' inactive, 25' active
Provided: none -existing building and parking
B2/RA residential: Required: Type B Buffer
Provided: no screen w/150' inactive, 50' active
B2/MH 1: Required: Type B Buffer
Provided: Landscape screen w/75' inactive, 25' active
Building and Impervious Area Coverage:
Parcel Greenspace Required: 15% or 11,265 sf
Existing Impervious Areas: Bldgs & Trailer Roof: 6,115 sf, Pvmt: 10,075 sf
Total: 16,190 sf
Proposed Impervious Areas: Bldgs Roof: 4,812 sf, Pvmt: 10,857 sf
Total: 15,669 sf.
Parcel Greenspace Provided: 78.6% or 57,512 sf
Trash Removal: The owner will contract with a licensed, private trash hauler for the
regular removal of trash.
Lighting: All lighting will conform to the requirements of the Frederick County Zonin
Ordinance Section 165-201.07.
Environmental Features:
Wetlands - No wetlands have been identified on the site.
Flood plains - FIRM Map No. 51069CO250D shows that the parcel is within Zone X.
This zone is characterized by areas outside the 0.2% annual chance floodplain.
Storm Water Management:
No stormwater quality and quantity controls are proposed. Impervious area will be
reduced from the existing conditions. In order to promote non -concentrated runoff
from the parking area and implement low -impact developmnet, no curbing is
proposed.
ABBREVIATIONS
ASSY. ASSEMBLY
B.F. BASEMENT FLOOR
BC BOTTOM OF CURB
BML BUILDING MOUNTED LIGHT
CG-2/CG-3 VDOT CURB
CG-6/CG-7 VDOT CURB & GUTTER
CIP CAST IN PLACE CONCRETE
CMF CONCRETE MONUMENT FOUND
CPP CORRUGATED POLYETHYLENE PIPE
CMP CORRUGATED METAL PIPE
CMPA CORRUGATED METAL PIPE ARCH
CO CLEAN OUT
DIA. DIAMETER
DS DOWNSPOUT
EOP EDGE OF PAVEMENT
EOG EDGE OF GRAVEL
ESMT. EASEMENT
EX. EXISTING
F.F. FIRST FLOOR
F.F.E. FINISHED LOOR ELEVATION
FDC FIRE DEPARTMENT CONNECTION
FH FIRE HYDRANT
Go .S GAGEgNE SIGN
GM GAS METER
GV GAS VALVE or GATE VALVE
HCR HANDICAP RAMP
HP HIGH POINT
INV INVERT
IPF IRON PIPE FOUND
IPS IRON PIPE SET
LP LOW POINT
LT. LIGHT
MLP METAL LIGHT POLE
MP METAL POST
MH MANHOLE
NDC NOSE DOWN CURB
N.T.S. NOT TO SCALE
OHE OVERHEAD ELECTRIC
OHT OVERHEAD TELEPHONE
PL PROPERTY LINE
PP POWER POLE
PR. PROPOSED
PVMT PAVEMENT
RCP REINFORCED CONCRETE PIPE
R.D. ROOF DRAIN
RED. REDUCER
SAN. SANITARY
SEW. SEWER
STD. STANDARD
T.B.D. TO BE DEMOLISHED
T.B.R. TO BE REMOVED
T.B.P. TO BE PRESERVED or PROTECTED
TC TOP OF CURB
TEL. TELEPHONE
TRB TELEPHONE RISER BOX
TVRB TELEVISION RISER BOX
TYP or TYP. TYPICAL
UGE UNDERGROUND ELECTRIC
UGG UNDERGROUND GAS
UG CATV UNDERGROUND CABLE T.V.
UGT UNDERGROUND TELEPHONE
XFMR ELECTRIC TRANSFORMER �kN TH OF A
WL WATERLINE
WM WATER METER 1,,"� �'° "Z I ✓�
WPP WOOD POWER POLE 1
WTP WOOD TELEPHONE POLE v JOHN C. I 9
WV WATER VALVE
r
25 R RADIUS IN FEET C. 1;
*00.00 PROPOSED SPOT ELEVATION
x(00.00) EXISTING SPOT ELEVATION
HATCHING INDICATES REVERSED PITCH
IN THE GUTTER PAN: PITCH TO BE SIONAL
1/2" PER FOOT. TRANSITION THE GUTTER
OVER A 10' LENGTH (TYP).
LIST OF DRAWINGS:
SHEET 1 /8: COVER SHEET
CONSTRUCTION NOTES
VDOT NOTES
GENERAL NOTES
SHEET 2/8: EXISTING CONDITIONS
PHASE 1 EROSION & SEDIMENT CONTROL PLAN
SHEET 3/8: EROSION & SEDIMENT CONTROL NOTES AND DETAILS
PHASE 2 EROSION & SEDIMENT CONTROL PLAN
SOILS MAP
SHEET 4/8: SITE LAYOUT PLAN
LANDSCAPE PLAN
SITE GRADING PLAN
SHEET 5/8: CONSTRUCTION DETAILS
LIGHTING DETAILS
FREDERICK WATER DETAILS
LANDSCAPE NOTES
PROFFERS
SHEET 6/8: SITE ENTRANCE PLAN
VDOT DETAILS
ENTRANCE CULVERT DETAILS
SHEET 7/8: LIFE SAFETY PLAN
SIGNAGE AND STRIPING PLAN
MAINTENANCE OF TRAFFIC PLAN
SHEET 8/8: SITE ENTRANCE
STORM CULVERT SIZING DATA
SIGHT DISTANCE
SITE PLAN #04-02
STEPHENSON PIZZA
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
ZONING ADMINISTRATOR
FREDERICK COUNTY, VIRGINIA
SITE PLAN APPROVAL
--- NAME /Va DATE
DATE
SiTE PLAN NUMBER ,.r.-
SITE PLAN EXPIRES FiVE (5) YEARS FROM DATE OF APPROVAL I
ses
ses PAINTER-LEWIS, P.L.C.
_ -- =- _-- 817 Cedar Creek Grade, Suite 120
Winchester, Virginia 22601
Telephone (540) 662-5792
NIP _ 10 Facsimile (540) 662-5793
•�-==- == Email: off ice@painterlewis.com
CONSULTING Job NO.: 1807028 SHEETm
ENGINEERS Latest Revision Date: January 27, 2021