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EXISTING FEATURES
EXISTING EDGE OF PAVEMENT
EXISTING EDGE OF GRAVEL
_ _, mEX EG
EXISTING CURB AND GUTTER
_ .
EX CG 6
EX. INTERMEDIATE CONTOUR
_-.-.......- _ - -_. - _,- - - m- .
EXISTING INDEX CONTOUR
EXISTING SPOT ELEVATION
X 50.0,
EXISTING TELEPHONE LINE
EXISTING SANITARY SEWER
EXISTING ELECTRIC SERVICE-�°-
EXISTING GAS LINE
--- ..
EX. 15 " RCP
EXISTING STORM SEWER
EXISTING FENCE LINE
X- X x X X-�
EXISTING DITCH LINE
EXISTING WATERLINE W/ TEE
�3 "
EXISTING FIRE HYDRANT
EX. FH
EXISTING WATER VALVE
EXISTING REDUCER
EXISTING TREE DRIP LINE
PROPOSED FEATURES
PROPOSED EDGE OF PAVEMENT
PROPOSED EDGE OF GRAVEL
PROP. CURB & GUTTER
PROP. REVERSE CURB & GUTTER
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
PROPOSED STORM SEWER
PROPOSED SANITARY SEWER
PROPOSED TELEPHONE
PROPOSED ELECTRIC
PROPOSED GAS LINE
PROPOSED WATER LINE
PROPOSED WATER METER
PROPOSED FIRE HYDRANT
PROP EG
PROP CG-6
PROP CG-6R
+ 50M
PROP. 24 "ADS
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PROP. FH
COMMON LABELS & FEATURES
PROPERTY LINE OF PROJECT
NEIGHBORING PROPERTY LINES
EASEMENT LINE---�----
PROPERTY CORNER FOUND
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PARKING SPACE TOTALS
12
ADA HANDICAP PARKING STALL
SIGNS
A
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SANITARY MANH LE IDENTIFIER
STORM DRAIN STRUCTURE IDENTIFIER
LIGHT POLES
LOCATION OF TEST PITS
EROSION & SEDIMENT CONTROL FEATURES
LIMITS OF CLEARING & GRADING LCG
INLET PROTECTION ® /P
OUTLET PROTECTION ® OP
CHECKDAM ® CD
DIVERSION DIKE DD
SILT FENCE W/ WIRE SUPPORT x x x SF
RIP RAP O O RR
SEDIMENT TRAP ST
CONSTRUCTION ENTRANCE
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WATERFREDERICK CONSTRUCTION NOTES '- 2019
1. Frederick Water's Water and Sewer Standards and Specifications are available at www.frederickwater.com
2. The contractor shall adhere to Frederick Water standards and specifications in effect at the time of construction.
3. The contractor shall coordinate with and arrange for inspection by Frederick Water,
4. The contractor shall connect a new sewer line to an existing manhole by core drilling the manhole.
5. A new water (or forced sewer) main shall be connected to an existing main by a wet tap.
Frederick Water shall furnish all needed material and make the tap.
a. An Application for Wet Tap shall be submitted and the initial fee paid before the tap is made.
6. Exact locations of water and sewer services on new lines are to be coordinated with Frederick Water's inspector.
Z Frederick Water's maintenance division shall furnish and install all water meters through 2 inch in size.
It is the contractor's responsibility to have the meter box assembly installed correctly.
Before a permanent meter is installed:
a. The meter box, with its frame and cover, must be properly aligned with the coppersetter.
b• The frame and cover shall be set to final grade.
c. The distance between the top of the cover and the yoke bar shall be between 20 and 23 inches.
d• All components of the meter box assembly shall be in proper working order.
8. For services that connect to existing lines:
a. Frederick Water shall furnish and install:
i. all %'x3/ ; % ", 1 ° 1 Y2"and 2" water services
ii. all sewer services.
b. The owner/developershalf:
i. coordinate (or have the contractor coordinate) the location of the service lateral with
Frederick Water's engineering assistant
ff. submit an Application for Service and pay the required fees.
9. All water service lines must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet
ASSE standard number 1015 or 1013.
10. All fire lines must ha ve a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE
standard number 1048 or 1047. Any exterior, privately owned fire line, interior or exterior, shall also have a fire service HP Protectus III
meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required.
11. Frederick Water shall review the mechanical plan(s) for design and material approval of a building's:
a. domestic water meter and its backflow prevention device, and/or its
b. Fire service line's backflow prevention device.
12. DEQ must also approve sewer pump stations. Frederick Water requires a copy of DEQ's Certificate to Operate and a copy of the station's
DEQ approved O&M manual. These documents must be received before substantial completion is issued and water meters released.
AVERAGE DAILY
USE (GALLONS)
MAXIMUM DAILY
USE (GALLONS)
MAXIMUM PEAK
FL0WRATE (GPM)
300
600
15
THESE NUMBERS ARE ESTIMATES FOR 25 EMPLOYEES
1. Permits must be issued from VDOT prior to any construction in a public right-of-way.
2. The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way.
3. The contractor will remove all mud and debris from the public right of way that is left by vehicles entering and leaving the site,
4. Any damage to neighboring properties including county roads and sidewalks, caused by the development of this site will be the
responsibility of the developer. Alf damage must be repaired to original conditions.
5, A construction entrance must be installed in accordance with the "Virginia Erosion and Sediment Control Handbook" Section 3.02. The
contractor must maintain this access for the duration of the project.
6. The contractor will be responsible for adequate and positive drainage of this site.
7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction.
8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH.
9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site conditions.
10. The developer is responsible for the relocation of any utilities required by this site plan.
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% density following Method A' of the Standard ProctorASTM-D698,
AASHT0-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or pavement must be inspected and approved by a
professional soils engineer. A geotechnica/ report supersedes this note if provided.
13. The contractor is responsible for contacting MISS UTILITY prior to any site work All utilities shown on this plan are approximate
locations and not all utilities may be shown.
14. The contractor will contain all litter and debris on -site. The work must be left in an orderly manner at the end of each workday.
15. An approved set of site plans must be on -site during the construction process.
16. The contractor will notify all utility companies prior to excavation within easements.
17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty days.
®EPA R TMENT OF INSPECTION GENERAL NOTES
1. Buildings shall comply with the Virginia Uniform Statewide Building Code & Sections 311, S (storage) of the International Building Code/2015 & the
2015 Fire Code. Other codes that apply are ICC/ANSI A117.1-3-09 Accessible and the Usable Buildings & Facilities & the 2015 Virginia Energy Code.
2. Proposed 159, 000 sq ft single story warehouse/business shall comply with Chapter 5 for height and area (T503). Limitations for type of construction
in Table 503 of the 2015 IBC and Fire Protection shall be installed as required in Chapter 9 IBC Fire Pump shall meet NFPA 20,
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3, Proposed unlimited area facilities shall meet Section 507, U�/imitedArea Buildings and maintain to an open perimeter of 60F.
4. Building shall comply with ANSI Handicap A117.1-3-09 for parking, entrance, and egress. Afl required egress shall be accessible.
5. Landings at doors shall not exceed 1:48 slope and thresholds shall not exceed 0. 5" and walkways shall not exceed 1:20 slope; HC Signage shall
comply with U m f SBC 1106.8,
6. Special Inspection requirements of Chapter 17 of IBC shall apply to this structure and must be sealed by a Virginia Registered Design Professional.
(Soils, concrete, steel, etc.); specifically, fill for slab exceeding code shall require an engineered foundation,
7. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for building permits.
8. Maximum slope across handicap parking stalls shall not exceed 2%, handicap signage shall comply with USBC 1106.8.
9. All required egress doors shall be accessible to a minimum exterior area for assisted rescue, section 1016 USBC/IBC Note fire ratings around this
door ff this section is utilized. Required exits shall not exceed maximum travel distance listed in Table 1016,1.
10. Storage racks exceeding 12' in height requires a permit and shall comply with the International Fire Code, High pile storage areas require fire
department access around the perimeter of the building. Access doors shall not be placed further apart than 100
11. No gutter downspouts shall discharge over walkways.
12. A geotechnica/ evaluation shall be performed and submitted with application as required by USBCJIBCSection 1803.
13, Public Entrances into spaces larger than 3000 sfshalf be provided with a vestibule as detailed perANSIA117.1-09.
FIRE MARSHALL GENERAL NOTES
1. An inspection by the Fire Marshall's office will determine where curbing must be painted yellow.
2. "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshalls direction.
3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall.
4. Burning brush piles of natural vegetation requires a permit. Burning construction debris is prohibited.
5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed.
NAME:
CERTIFICATION #
EXP. DATE.
forth in the plans.
1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set f o p
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.
VDOT GENERAL NOTES Rev. June 2013
V1. form to the current editions and latest revisions t the Virginia Department f T n All work on this project shall con o g a o Transportation (VDOT)
Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state,
federal, or local regulations applicable. 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 & Health Administration (OSHA), and Virginia
Occupational Safety & Health (VOSH) Rules & Regulations.
V3. When working on VOOTright-of-way, a// 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 VOOT 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 VDDT. 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 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 VDOT permitted temporary construction entrance(s) in accordance with Section 3.02 of
the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project sha// be maintained
through construction.
V10, Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction.
VI1. All water and sewer lines within existing or proposed VDDT 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, caves, etc.) encountered during the course of
construction shall be immediately brought to the attention of the engineer and VDDT. 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 VDO T and that testing shall be performed in accordance with aff applicable VOOT standards and procedures.
V14. All roadway fill, base, subgrade material, and backffll 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 all test reports shall be submitted to VDOT daily, unless specified
otherwise.
V15. VDOT Standard CD and UD underdrains 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 pa vement markings shall be installed by the deve%per or, at
VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices.
V19. The deve%per must provide to the VDOT Land Development Office 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 Residency Office prior to
acceptance of that 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 these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition
to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and
testing of the density control strip.
V21. Asphalt concrete pavement 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 the test reports shall be submitted to VDOT daily, unless specified otherwise. A VOOT representative shall be
t to be resent during the construction and testis of the control stri .
notified and given the opportunity p g gp
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 guardrail layout to be given by VDOT after grading is mostly complete.
V24. Approval of this plan shall expire five (5) 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 VDDT.
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 lags 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. Contraryto the Standard where rock is encountered and cast -in -place box is proposed, the thickness of bedding shall be
p P P 9
ix inches. Where soft yielding, or otherwise unsuitable foundation is encountered the foundation design and or need for foundation
s (6) , Y 9. 9 /
stabilization shall be determined by the engineer and approved by VDOT.
ITE
CODE ITE USE AREA
150 WAREHOUSE 159,000 sf
AM PEAK HOUR PM PEAK HOUR
IN
OUT
TOTAL
74
51
1 125
DATA TAKEN FROM THE 1. T. E. MANUAL
IN
OUT
TOTAL
10
1 116
126
ADT
935
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. Plant substitutions will be allowed with the written approval of the Frederick County Planning Department.
5. All plantings shall conform with the Frederick County Zoning Ordinance §165-203.01B.
►A
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VICINITY MAP
SCALE 1 "= 2000'
Owner
MELNOR , INC.
109 Tyson Drive
Winchester, VA 22603
Phone - (540) 678-8197
Property Data
Tax Map Number
43-(19)-1 C
Address
Tyson Drive
Area
9.438 acres
Zoning
M-1
Legal References
#180007787, #200001998
Existing Use
Vacant
Proposed Use
Warehouse Facility
Disturbed Area
9.438 acres
Zoning Data
Open Space Minimum
25% = 2.36 acres
Open Space Proposed
33 % = 3.13 acres
F.A.R. Maximum
1.0
F.A.R. Proposed
0.39
Proposed Building Data
Type of Construction
2B - Concrete & Metal
Area
159, 000 sf
Height
38 feet
Max. Height Allowed
60 feet
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Building Setbacks
Front (Tyson Drive):
Per Code
75'
Proposed
75.00'
Left Side:
25'
50.33'
N ,A
Right Side:
25'
145, 00'
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Rear:
25'
156.65'
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Parking Setbacks
Per Code
Proposed
0 \ 0
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Front (Tyson Drive):
10'
22.24'
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Left Side:
5'
5.50'
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Right Side:
5'
91.15'
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4 '
Rear:
5'
22.33'
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Use For Parking
PHASE ONE - Office (120 so
Warehouse (I8)
FUTURE - Office (120 sf)
Unit Tabulation
1 per 250 sf 1
1.5 per employee 27
1 per 250 sf 1
Required Propose
PHASE ONE - Parking Spaces 28 35
FUTURE - Parking Spaces 1 45
TOTAL = 80
Handicap Spaces 4 4
Loading Spaces (1:40K) 4 23
Monument Sion Data
Sign Area 50 sf
Monument Sign Height 12 ft
SEE FREDERICK COUNTY ZONING
ORDINANCE ,§ 165-201.06
Contact Numbers
Sheet Index
Surveying & Engineering Firm:
Cover Sheet & General Notes Sheet 1
GreyWoffe, Inc. (540) 667-2001
Boundary and Dimensions Plan Sheet 2
Zoning Enforcement:
Additional Dimensions Plan Sheet 2A
Department of Planning (540) 665-5651
Specific Details for Flags, Sidewalk, Etc. Sheet 2B
Site Inspections:
Grading Plan Sheet 3
Department of Inspections (540) 665-5650
Utility Plan Sheet 4
Erosion and Sediment Control:
Storm Sewer Proffles Sheet 5
Department of Public Works (540) 665-5643
Frederick Water Profiles & Details Sheet 6
Sanitary Sewer and Water:
VDOT Entrance Plan Sheet 7
Frederick Water (540) 869-1061
Life Safety Plan Sheet 8
VDOT: (540) 535-1824
Landscaping Plan Sheet 9
Telephone: Verizon (301) 954-6282
Lighting Plan Sheet 10
Electric: Rappahannock Electric
Erosion & Sediment Control Details Sheet 11
Cooperative (540) 622-2098
Erosion & Sediment Control Plan - Ph .1 Sheet 12
Erosion & Sediment Control Plan - Ph. 2 Sheet 13
Gas: Washington Gas Co. (540) 869-1111
Northeastern Drainage Plan & Profile Sheet 14
MISS UTILITY 1-800-552-7001
Southeastern Drainage Plan and Profile Sheet 15
Zoning General Notes
Maximum
1. This project will not disturb any environmental features as
Environmental Existing Disturbance
Proposed
defined by the Frederick County Zoning Ordinance.
Features Acrea e Allowed
Disturbance
2. The owner will be responsible for obtaining or granting
Floodplain 0 acres 0%
0%
easements shown on this plan.
3. Easements will be recorded and copies sent to the parties
Lakes & Ponds 0 acres 0%
0%
involved.
Wetlands >1AC 0 acres 0%
0%
4• All utilities that will service this site must be placed
Sinkholes 0 acres 0%
0%
underground.
Natural S. W. 0 acres 10%
0%
5. A Dumpster is not proposed at this time. However, an area
Retention Areas
has been designated for a future location and a screening
Steep Slopes >50% 0 acres 25%
0%
detail is included on the plans.
6. Outdoor lighting shall be provided by shielded wail pack
Woodlands 0 acres 25%
0 Yo
lights. See lighting plan.
APPROVALS SP # 01-20
Frederick County Zoning Administrator Date
41
Final Site Plan Approved1by Frederick County Planning Department Reviewer Date
1. Site Plan approval from VDOT will expire three (3) years from the date of the approval fetter.
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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 three (3) years from date of approval. If construction Is not in progress at the DATE: ]AN, 6, 2020
end of this period, Authority approval shall be void.
4. The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contractor must obtain a SCALE: N/A
Land Disturbance Permit and agree to periodic inspections,
5. The Frederick County Department of Inspections approval does not constitute a building permit. Building plans must be submitted and FILE N 0. 0634
approved prior to constructing any structure. Furthermore, the site must meet aff ADA requirements and be approved by Inspections.
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