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GENERAL NOTES
VD0T CENERAL NOTES
LEGEND
VICINITY MAP
1. Methods and materials used in the construction of the improvements herein shall conform to the current
Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia
EXISTING INTERMEDIATE CONTOUR - - - - - ` -330 -- - - �- ;
SCALE: 1 " = 2000'
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County construction standards and specifications and/or current VDOT standards and specifications.
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during
construction, must be provided prior to issuance of the site development permit. The approval of these plans in
no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
Control Handbook.
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
(VDOT) and Frederick County prior to construction in existing State right-of-way.
4. Approval of this plan does not guarantee issuance of an entrance permit b VDOT when such permit is
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required under State law.
5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
(VDOTVDOT to determine if and where guard rail and of paved ditches will be needed. The developer will be
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responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a
representative of the developer must be available at all times.
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
Control Devices (MUTCD).
8. All unsuitable material shall be removed from the construction limits of the roadway before placing
embankment.
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
than 6 ill require revised pavement sectionprepared by Greenway Engineering and approved by the owner.
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
on the plans and as required at the field inspection.
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
be minimum 6" diameter and conform to VDOT standard SB-1.
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. Furthermore, all traffic control
flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications.
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. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use
permits for any work within VDOT right-of-way.
V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held
by the engineer and/or developer with the attendance of the contractor, various County agencies, utility
companies and VDOT prior to initiation of work.
V8. The contractor shall notify the local VDOT Residency 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.
V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent
public roadway via a construction entrance that is constructed and maintained 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. The Developer shall have, within the limits of the
EXISTING INDEX CONTOUR ` - ----------------_----m____ 330
PROPOSED CONTOUR 400
EXISTING EDGE OF PAVEMENT EX E/P
PROPOSED EDGE OF PAVEMENT PROP E/P
EXISTING CURB AND GUTTER EX C&G
PROP C&G
PROPOSED CURB AND GUTTER
TRANSITION FROM CG-6 TO CG-6R CG-6 CG-61?
EXISTING TELEPHONE LINE - - T.- - - - T- - - - T- - -
PROPOSED TELEPHONE LINE T
EXISTING STORM SEWER EX. 15 RCP
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PROPOSED STORM SETTERCV
EXISTING SANITARY SEWER -- - g----S_.,_®.®..- ®
PROPOSED SANITARY SEWER S
EXISTING ELECTRIC SERVICE - - E - - - - E - - - -
PROPOSED ELECTRIC SERVICE E
EXISTING GAS LINE - - G- - - - G- - - - G- - -
PROPOSED GAS LINE G
PROPERTY LINE®®® -®
FLOW LINE _ •_ ..._ ... -P ... - ... -.- .. _
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SHEET INDEX
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COVER SHEET
SITE PLAN 2
PROFILES 3
EROSION AND SEDIMENT CONTROL PLAN 4
LANDSCAPING PLAN 5
DETAILS 6
STORM WATER MANAGEMENT COMPUTATIONS 7
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
one litter receptacle shall be provided at the construction site.
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
condition at all times.
14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets,
and connections to existing lines.
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with she current
standards and specifications of the Frederick County Sanitation Authority.
project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion
and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous
basis for proper installation and operation. Deficiencies shall be promptly rectified.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end
of construction.
Vll. All water and sewer lines within existingor proposed VDOT right-of-way shall have a minimum
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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 VDOT.
Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved
by VDOT.
EXISTING POWER POLE
EXISTING TELEPHONE PEDESTAL a
EXISTING WATERLINE W/ TEE W- ®®
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PROPOSED WATERLINE W/ TEE W
EXISTING FIRE HYDRANT
EXISTING WATER VALVE _ W®� eWv �W-. _
PROPOSED WATER METER W ---®W
PROPOSED REDUCER IN
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THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION
PROJECT INFORMATION
PARCEL IDENTIFICATION: TM 54-((A))-81J
STREET ADDRESS: 150 FORT COLLIER ROAD (EXISTING BUILDING)
.
TOTAL AREA : 5J82 ACRES
DISTURBED AREA 1.38 ACRES BUILDING AREA
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
prior to construction. The contractor shall inform the engineer of an conflicts arising from his existin
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utility verification and the proposed construction.
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a
result of his construction project within or contiguous to the existing right-of-way.
18. When grading is proposed within easements of utilities, letters of permission from all involved companies
must be provided to Frederick Count Public Works Department prior to issuance of grading and/or site
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development permits.
19. The developer will be responsible for the relocation of an utilities which is required as a result of his
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project. The relocation should be done prior to construction.
20. These plans identify the location of all known ravesites. Gravesites shown on this plan will be protected
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in accordance with state law. In the event gravesites are discovered during construction, the owner acid
engineer must be notified immediately.
21. The contractor is to verify field conditions prior to and during construction and notify, Greenway Engineering
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved flan.
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
professional engineer and results submitted to Frederick County prior to pavement construction. If a
eotechnical report has been prepared, it should supersede the requirements in this note.
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23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of
excavation or demolition. Names and telephone numbers of the and operators underground utility lines in
Frederick Count appear below. These numbers shall also be used to serve in an emergency condition.
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24. All utilities to be located underground.
25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways.
Note: Any place within these plans stating Greenway Engineering, shall represent Greenwayconstruction
Engineering, Inc.
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
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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 densit as determined b AASHTO T-99 Method A, within
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plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the
direction of VDOT, densitytests shall be performed b a qualified independent agency in accordance with VDOT
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Road and Bridge Specifications. Certified copies of 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. 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.
V17. 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.
V18. The developer shall ,provide the VDOT Residency 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 Residency Office prior to acceptance of the work. Unit and total prices
may be obscured.
V19. A
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
and testing of the density control strip.
V20. 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 resent during the construction and testing of the control strip.
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V21. 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.
V22. Approval of these plans shall expire three (3) years from the date of the approval letter.
V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified
by VDOT.
V24. 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.
STOP SIGN
PARKING INDICATOR
INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12
HANDICAP PARKING
VEHICLES PER DAY COUNT 100
PROPOSED BUILDING ENTRANCE
PROPOSED STREET NAME SIGN
PROPOSED SANITARY LATERAL CLEANOUT S
SANITARY MANHOLE IDENTIFIER
STORM DRAIN STRUCTURE IDENTIFIER O
EASEMENT LINE -
_
CENTERLINE
EXISTING SPOT ELEVATION X 735 �
5
PROPOSED SPOT ELEVATION X35-
EXISTING TREE LINE
CURRENT ZONING: Ma.
CURRENT USE: Ol'FICE/WAREHOUSE EXISTING OFFICE 5,300 SF
PROPOSED ZONING: M-1
PROPOSED USE: OFFICE WAREHOUSE EXISTING WAREHOUSE 21,079 SF
PROPOSED OFFICE 2,289 SF
BUILDING HEIGHT PROPOSED WAREHOUSE 23,559 SF
MAXIMUM 6U FEET BUILDING SETBACKS REQUIRED
PROPOSED: 35 FEET
FRONT 75 FEET
SIDE 25 FEET
PARKING SETBACKS REQUIRED
REAR 25 FEET
FRONT 2; FEET
SIDE 5 FEET
REAR 5 rEET F.A.R. CALCULATIONS
SITE AREA 5.082 AC/221,372 SF
PARKING CALCULATIONS
TOTAL BLDG. AREA = 52,227 221,372 = 0.24 F.A.R.
REQUIRED OFFICE = 1 SPACE PER 250 SF /
WAREHOUSE = 1 SPACE PER. EMPLOYEE
PROPOSED OFFICE 4089 SIa /250 = 17 SPACES
PROPOSED WAREHOUSE : 15 EMPLOYEES = 15 SPACES
ENVIRONMENTAL FEATURES
TOTAL SPACES REQUIRED = 32 SPACES
TOTAL SPACES PROVIDED = 67 SPACES PERCENT
PARKING CALCULATIONS FEATURE DISTURBED
EXISTING BUILDINGS)
FLOODPLAINS 0
EXISTING OFFICE 9811 SF/250 = 40 SPACES
EXISTING WAREHOUSE : 25 EMPLOYEES = 25 SPACES LAKES &PONDS 0
TOTAL = 65 SPACES WETLANDS >1AC 0
PROVIDED SPACES = 65 SINKHOLES 0
NATURAL S.W. 0
TOTAL SPACES REQUIRED FOR SITE = 90 DETENTION AREAS
TOTAL SPACES PROVIDED = 132 STEEP SLOPES >15% 0
HANDICAPPED SPACES REQ.= 101-150 = 5 SPACES WOODLANDS 0
HANDICAPPED SPACES PROVIDED = 5 SPACES
LOADING CALCULATIONS
LOADING SPACES REQUIRED : 1 PER 40000 SF
APPROVED PLAN BLDG. AREA = 26379 SF
PROPOSED BLDG. AREA = 25848 SF
TOTAL = 52227 SF
52227/40000 = 2 SPACES
SPACES PROVIDED = 6
* ANY PROPOSED SIGNS,OUTDOOR LIGHTING AND STORAGE WILL
MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY.
PROPOSED SIGNS = NONE PROPOSED OUTDOOR STORAGE AREAS = NONE
PROPOSED OUTDOOR LIGHTING= ALL NEW OUTDOOR LIGHTING WILL BE WALL MOUNTED
AND WILL CONFORM WITH 165-35A OF THE FREDERICK COUNTY ORDINANCE
REGARDING GLARE.
PREVIOUSLY APPROVED SITE PLAN # 0 0 - 0 4
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SURVEY AND TOPOGRAPHIC INFORMATION
1. Boundary survey was performed by:
Dated:
2. Aerial, horizontal and vertical control surveys were
performed by:
(Year)
3. Aerial topographic mapping performed by:
FCSA CONSTRUCTION NOTES
1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com
2. The water and sanitarysewer portion of these plans are valid for two ears from date of FCSA approval.
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3. The contractor shall adhere to the standards and specifications in effect at the time of construction.
4. The contractor shall coordinate with, and arrange for inspection by, the Authority.
5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole.
6. When an existing water main is tapped for the installation of a new line:
a) The Authority shall furnish all labor and material.
b) The contractor must:
1. make application and a deposit
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2. mark the tap location.
3. coordinate installation with the engineering -assistant.
7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector.
8. The Authority's maintenance department shall furnish and install all water meters through 2" 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 coppersetter shall to be between 18 and 21, inches.
d) All components of the meter box assembly shall be in proper working order.
9. For water and sewer services that connect to existing lines:
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.
c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services.
d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the
property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the
meter.
e) The Authority will install all sewer laterals.
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NERS CERTIFICATE
The foregoing Site Plan of the land of
is with the free consent and in accordance with the desires
of the undersigned owners, properties and trustees if any.
DATE
APPROVAL
J
FIRE MARSHALL S NOTE
FREDERICK COUNTY ZONING ADMINISTRATOR DATE
*APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5)
YEARS FROM THE DATE OF PLANNING APPROVAL
Fire lane markings and signage:
Any "No Parking" signs and yellow painted curb locations will be installed
by field inspection at the direction of the Fire Marshall's Office.
TRIP GENERA LION DATA
Project Name:
AIKENS and
WA R D LLC
Project Number:
2710AW
CLASS
USE
TRIP RATE USE
VPD
150
WAREHOUSE (NEW)
PER 1,000 SF
23,559 SF
4.96
117
710
OFFICE (NEW)
PER 1,000 SF
2 289 SF
11.01
25
Magisterial District:
STONEWALL
Date of Plan: (Month, Day, Year)
3/12/2007
710
OFFICE (EXISTING)
PER 1,000 SF
5,300 SF
11.01
58
10. Any water service line must have a backflow prevention assembly (double check valve or RPZ,
as required). The assembly must meet ASSE standard No. 1015 or 1013.
150
WAREHOUSE (EXISTING)
PER 1,000 SF
21,079 SF
4•96
104
Owner:
Address, Including Zip Code & Telephone No.
PO BOX 2071
DATE: MARCH 12, 2007
UTILITY CONTA CTS' TOTAL 304
SCALE: N/A
11. All fire lines shall have a backflow prevention assembly detector double check valve or RPZ, as re uired .
P Y ( required).
The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a
fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read
remotes are required.
12. FCSA to review the mechanical plans) for design and material approval of: 1) the domestic water meter and
its backflow prevention device, and/or 2) the fire service line's backflow prevention device.
AIKENS and WARD, LLC
WINCHESTER, VA. 22604
540-667-4848
Water/ Frederick County Sanitation Authority Phone: Verizon
Sewer: P.O. Box 1877 P.O. Box 17398
Winchester, VA. 22604 Baltimore, MD 21297
(540) 868-1061 (301) 954-6282
Power: Allegheny Power Gas: Shenandoah Gas Co.
Developer:
SAME AS OWNER
Address, Including Zip Code & Telephone No.
SAME AS OWNER
DESIGNED BY: AS
FILE N0. 2710AW
Engineer Certifying Plan:
GREENWAY ENGINEERING
Address, Including Zip Code & Telephone No.
151 WINDY HILL LANE
WINCHESTER, VA 22602
(540) 662-4185
P.O. Box 1458 P.O. Box 2400
Hagerstown, MD 21741 Winchester, VA 22604
1-800-654-3317 (540) 869-1111
Virginia Utility Protection Service 1-800-552-7001
HANDICAPPED PARKING NOTE
SHEET 1 OF 7
Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
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MARK D, SMITH
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DESIGNED BY: AS
FILE NO. 2710AW
SHEET 2 OF 7
xx — Xxx