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CENERAL NOTES
VDOT CENERAL NOTES
LECEND
VICINITY MAP
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1. Methods and materials used in the construction of the improvements herein shall conform to the
current County construction standards and specifications and/or current VDOT standards and
specifications.
2. Measures to control erosion and siltation, including detention Iponds serving as silt basins during
construction, must be provided prior to issuance of the site develo anent permit. The approval of these
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plans in no way relieves the developer or his agent of the responsiibilities 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 irn existing State right-of-way.
4. Approval of this plan does not guarantee issuance of an entrance permit b VDOT when such permit is
required under State law.
5. The exact location of all guard rails will be determined b VD(OT personnel. "A joint inspection will be
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held with the Developer, County Representatives, and Representatives of the Virginia Department of
Transportation (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The
developer will be 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 mvailable at the construction site. Also, a
representative of the developer must be available at all times.
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7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform
Traffic Control Devices (MUTCD).
Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia
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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.
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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.
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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 safetyof traffic may be subject
g g sar b VDOT. An additional ex ense incurred as a result of an field revision
to change as deemed neces y y y P y
shall be the responsibility of the developer.
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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
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EXISTING INTERMEDIATE CONTOUR -- --- - _... -` '~ ,ti
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EXISTING INDEX CONTOUR "" 330
PROPOSED CONTOUR 46)
EX E/P�_
EXISTING EDGE OF PAVEMENT - -
PROP E/P�•
EDGE OF PAVEMENT
EXISTING CURB AND GUTTER
PROP C&G
PROPOSED CURB AND GUTTER
EXISTING TELEPHONE LINE -- T --
PROPOSED TELEPHONE LINE T -- T
_ EX. 15 RGP
EXISTING STORM SEWER '" ���-= _
PROP. 15 RGP
PROPOSED STORM SEWER -. -
EXISTING SANITARY SEWER --- -
PROPOSED SANITARY SEWER s s
EXISTING ELECTRIC SERVICE - E-- -
PROPOSED ELECTRIC SERVICE E E -
SCALE 1 "=1000'
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PROJECT INFORMATION
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STREET ADDRESS 200, 202, & 204 McGHEE ROAD
WINCHESTER, VA 22601
8. All unsuitable material shall be removed from the constructions limits of the roadway before placing
embankment.
9. All pavement sections on the approved plans are minimum sec-tions to be utilized when the actual
California Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be
performed for actual determination of required pavement thickness prior to placement. All final pavement
and base course thicknesses shall be designed in accordance with VIDOT's "Pavement Design Guide for
Subdivision and Secondary Roads in Virginia", and shall be based om a sufficient number of CBR tests to
determine the true support values of the soils in the subgrade. Final pavement design shall be submitted
during construction and prior to placement.
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..
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 lfrom trucks and/or other equipment
prior to entering public streets, and it is the contractors res onsibUit to clean streets, allaydust, and to
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take whatever measures are necessary to insure that the streets ar-e maintained in a clean, mud and dust
free condition at all times.
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
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.
Vil. 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. An unusual subsurface conditions e. unsuitable soils, springs, sinkholes, voids, caves, etc. encountered
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during the course of construction shall be immediately broughto 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
EXISTING GAS LINE -_--G - -
PROPOSED GAS LINE G G
PROPERTY LINE
FLOW LINE •••. ••• •••. ...
FENCELINE
EXISTING POWER POLE
EXISTING TELEPHONE POLE
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EXISTING WATERLINE W/ TEE -- "'--"' �'---�-- -
PROPOSED WATERLINE W/ TEE _y V. -I-, ��
EXISTING FIRE HYDRANT
EXISTING WATER VALVE ---- V
PROPOSED WATER METER ®
EXISTING REDUCER "� 'v """�""`�'J>_V -- --
PARCEL IDENTFRCATION NO. 43-((19))-1 B
LOT AREA 5.2825 AC.
DISTURBED AREA 5.2 AC.
CURRENT ZONING M1
C_:URRENT USE VACANT
PROPOSED USE WAREHOUSE, OFFICE, & OUTDOOR STORAGE
BUILDING HEIGHT: MAXIMUM ALLOWED = 60 PROPOSED = 16
SIGNS: NONE PROPOSED. ANY FUTURE SIGNS TO CONFORM WITH THE
STANDARDS OF SECTION 165-30 OF THE FREDERICK COUNTY
ZONING ORDINANCE.
DUMPSTERS: NONE PROPOSED
OUTDOOR LIGHTING: ALL OUTDOOR LIGHTING MUST BE SHIELDED TO
PREVENT ILLUMINATION OF ADJACENT PROPERTIES
BUILDING SETBACKS: REQUIRED: FRONT: 75' PROPOSED: FRONT: 79.3'
SIDE: 25' SIDE: 53.0'
REAR: 25' REAR: 339.5'
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PARKING SETBACKS: FROM ROAD RTY LIN
PROPERTY LINE=S'
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14. Notification shall be given to the appropriate utility company psrior 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 boe constructed in accordance with the
current standards and specifications of Frederick County and/or the; Frederick County Sanitation Authority,
16. The location of existing utilities shown in these plans are takem 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 any conflicts arising from his
existing 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 existimg right-of-way.
18. When grading is proposed within easements of utilities, letters (of permission from all involved companies
must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site
development permits.
19. The developer will be responsible for the relocation of any utilities which is required as a result c::f his
project. The relocation should be done prior to construction.
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be
protected in accordance with. state law. In the event gravesites are: discovered during construction, the
owner and engineer must be notified immediately.
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 b VDOT and that testing shall be performed in accordance with all applicable VDOT standards
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and procedures.
V14. All roadway fill, base, subgrade material, and backfill i 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 underdrains shall be installed where indicated on these plans and/or as
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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.
TRAFFIC S[GN _
HANDICAP RAMP (CG-12)
DENOTES LOCATION OF STD VDOT
CG-12 AND 0 JURISDICTIONAL
STANDARD P CONSTRUCTION
PARKING INDICATOR Al2
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
HANDICAP PARKING [�
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VEHICLES PER DAY COUNT 100 >
PROPOSED BUILDING ENTRANCE
EXISTING STREET LIGHT
1
SANITARY MANHOLE IDENTIFIER 12
STORM DRAIN STRUCTURE IDENTIFIER 6
PARKING CALCULATIONS OPEN SPACE CALCULATIONS
REQUIRED: REQUIRED: 25% OR 1.32 AC.
OFFICE: 1 SPACE PER 250 SF PROP. BLDGS.=21,600 SFCQ
WAREHOUSE: 1 SPACE PER EMPLOYEE PROP. PAVEMENT=64,080 SF
PROP. GRAVEL OUTDOOR STORAGE=64,800 SF
PROPOSED OFFICE =3,600 SF 250 SF=15 SPACES TOTAL=150,480 SF OR 3.45 AC.
PROP. WAREHOUSE=6 EMPLO',c=ES=6 SPACES 5.2825 - 3.45=1.83 AC. OPEN SPACE OR 35%
TOTAL SPACES REQUIRED=21
TOTAL SPACES PROVIDED=31 LANDSCAPE CALCULATIONS
r REQUIRED: PERIMETER - 1 TREE PER
HANDICAP SPACES:
L 2,000 S.F. FOR FIRST 100,000 S.F. OF
REQUIRED: 26-50 = 2 SPACF.� IMPERVIOUS AREA - 1 TREE PER 5,000 S.F. OVER
PROP. HANDICAP SPACES = 2
PROPOSED IMPERVIOUS AREA: 128,880 SF
LOADING SPACES: 100,000 / 2,000 = 50 TREES
REQUIRED: 1 SPACE PER 40,000 S.F. OF FLOOR AREA 28,880 / 5,000 = 6 TREES
TOTAL FLOOR AREA=21 ,600 SF 40,000 SF=1 SPACE
/ TOTAL PERIMETER = 56 TREES
12 x 45 SPACES PROVIDED = 3 REQUIRED: INTERIOR - 1 TREE PER 10 SPACES
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MARK D. SMITH
b No, 022837
014 I,
SIONAL
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 plan.
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
geotechnical report has been prepared, it should supersede the requirements in this note.
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 ithan ten (10) working days, prior to
commencement of excavation. or demolition. Names and telephone mumbers of the and operators
underground utility lines in Frederick County appear below. These numbers shall also be used to serve in
an emergency condition.
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. 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.
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
ortunit to be resent durin the construction and testin of the control stri
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EASEMENT LINE
CENTERLINE
EXISTING SPOT ELEVATION X 12.0
PROPOSED SPOT ELEVATION 1151
EXISTING TREE LINE >.a ,.�..r
EXISTING TREE �� I`," c:)AK 15' PINE
PROPOSED TREE a15' OAK 15' PINE
INTERIOR: 31 / 10=3 TREES
TOTAL TREES REQUIRED=59
TOTAL TREES PROVIDED=59
F.A.R. CALCULATIONS
REQUIRED: 1.0
TOTAL BUILDING AREA=21,600 SF
21,600 / 230,105.7=0.09 (F.A.R.)
* N Q ENVIRONMENTAL FEATURES 0 N -SITE
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
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FCSA CONSTRUCTION NOTES
V21. In accordancewithSectiong302.03 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 aby 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 afterEASTERN
grading is mostly complete.
TRIP GENERATION DATA
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0 WNERS CERTIFICATE
1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com
2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval.
3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority
requirements.
4. The contractor shall coordinate with, and arrange for inspection by, the Authority.
5. 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 developer/contractor must:
1. make application and pay deposit
2. mark the tap location.
6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole.
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 developer's/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 co ersetter.
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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 coppersettesr shall to be between 18 and 21 inches.
d) All components of the meter box assembly shall be in proper -working order.
I HEREBY CERTIFY THAT THE PROPOSED DEVELOPMENT OF THE
PROPERTY CONTAINED IN THIS SITE PLAN IS WITH THE FREE
CONSENT AND IN ACCORDANCE WITH THE; DESIRES OF THE
UNDERSIGNED OWNERS, PROPRIETORS OR TRUSTEES.
DATE
CLASS USE UNITS AMOUNT TRIP RATE VPD
150
710
rco
WAREHOUSE.
OFFICE
FLOOR AREA
FLOOR AREA
18,000 SF.
3,600 SF.
4.96 / 1,000 SF.
1 1.01 1,000 S.F.
/
89
40
TOTAL
129
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COVER SLIEST
Project Name:
SUPPLY
UTILITY C ONTA CTS
Owner: Address, Including Zip Code & Telephone No.
240 McGHEE RD.
T.S.M., INC. WINCHESTER, VA 22604
(540) 722-3292
Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co.
P.O. Box 1877 P.O. Box 2400
Winchester, VA. 22604 Winchester, VA 22604
(540) 868-1061 MISS UTILITY (540) 869-1111
1-800=552-7001
Electric: Allegheny Power Phone: VERIZON
P.O. Box 1458 P.O. Box 17398
Hagerstown, MD 21741 Baltimore, MD 21297
1-800-654-3317 (301) 954-6282
Developer: Address, Including Zip Code &Telephone No.
SAME AS ABOVE
SHEET INDEX
Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
151 WINDY HILL LANE
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.
GREENWAY ENGINEERING WINCHESTER, VA 22602
(540) 662-4185
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FIRE MARSHALS NOTE
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
1.) COVER SHEET
2.) SITE PLAN
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.
APPROVAL
DATE: 6/24/04
the meter.
e) The Authority will install all sewer laterals.
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.
11. All fire lines shall have a fire service meter assembly and a back:flow prevention assembly (detector
double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio
read remotes are required.
3.) E&S AND LANDSCAPING PLAN
4.) E&S DETAIL SHEET
5.) DETAIL & PROFILE SHEET
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FREDERICK COUNTY ZONING ADMINISTRATOR DATE 5� 5 j' -�
• SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT. APPROVAL
SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL
SCALE: N/A
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HANDICAPPED PARKING NOT�i
DESIGNED BY: AS
Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. Accessible paths of
travel, including parking spaces, loading spaces, door approaches, ramps and curb ramps, shall comply with the
2000 Virginia Statewide Building Code, Chapter li, and the 1998 ICC-Ai17.1.
FILE NO. 0617E
SHEET 1 OF 5
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\ \ 4to 'fl 106 ROW OF TREES - DB 894 PCs 1018
EASEMENT NOTE: \ x�
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`BY LENOIR CITY GO. OF VA_ ALONG ANC \ \
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"4,�� \ -1 ZONED: MI
0 \ USE: VACANT \
NOTES: \
1. PRIOR TO COMMENCING 51TE WORK, A LAND D15TUR5ANCE PERMIT SHALL BE OBTAINED FROM THE FREDERICK COUNTY PUBLIC WORKS DEPARTMENT 5Y THE CONTRACTOR.
2. THE CONTRACTOR IS RE5PON515LE FOR PROVIDING ON-51TE DUST CONTROL IN ACCORDANCE WITH 5TANDARD 3,313 OF THE VIRGINIA EROSION AND 5EDIMENT CONTROL HANDBOOK (VE5CH).
3. ALL PROP05ED UTILITIES SHALL 5E LOCATED UNDERGROUND.
4. ALL OUTDOOR LIGHTING SHALL 5E SHIELDED TO PREVENT ANY ILLUMINATION OF ADJACENT PROPERTIES.
5. PER CHAPTER 11 OF 50CA, CONTRACTOR SHALL APPLY FOR SPECIAL IN5PEGTI ')'N OF FILL ARIEA5.
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No, 022837
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DATE: 6/24/04 1
SCALE: 1" = 30'
DESIGNED BY: AS
FILE NO. 0617E
SHEET 2 OF 5
CC
T.B.M. INC.
T.B.M.
aal PG. 1461
ZONED; MI
USE: MANUFACTURING EX. GRAVEL STORAGE AREA
-1 Cl Ci
EXISTING BUILDING
1 �-' 1
EX. WHITE FINE SCREENING EX. FENCE 04.41
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ER05ION/5EIDIMENT CONTROL LEGEND
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DE5CRIFTION
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE WITH WASH RACK
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CULVERT INLET PROTECTION
TEMPORARY DIVERSION DIKE
TEMPORARY SEDIMENT TRAP
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4B-IS-4aCITY CO. V,�
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DE3. aaa PG. 131-1 011 L9
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F I Riy LANE NO %N ZONED: M1 0
FA;,-J<ING SIGN
USE. INDUSTRIAL CN
V x 102_;
F.H. Ar5Y. X
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Prue narrow crotch angles
and HOW spouts
DO NOT STAKE OR WRAP Prune broken branches
TRUNK LWLESS NECESSARY.
REMOVE ALL TAGS AND LABELS. Prune suckers
NO LESS THAN 2' CALIPER
AT 6' ABOVE GRADE. 2"-3' mulch kept a" from trunk
61
soll well to
contain Hater
Cut away all balling ropes and
Remove top of Hire basket
Widen and score hole Hall I UNAMEWED backfill soll
Pcrtlollg backfill, water to
Remove container and cut circling settle soll, finish backfilling
roots IF container-grown,
or as
much
bul-lop as possible if Plaid grown Leave solid soil pedestal- do Area for water drainage
not dig deeper than ball depth
Pig hole 2-3 times root ball width T
TREE F"LANTIN6 DETAIL
NO 51-ALE
<;'1«.�- `�� \ \ \\ `'� \off �f ''� / �/�� S 33 2 \\V, X
PROP, 0' EARTH BEf�_�J� DOUISLE
EXI&TING DRAINAGE 4 PON�)INIG EASEMENT
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IN DE3 8S4 PG 1010
4. 3xil ROW OF TREES
N EASEMENT NOTE.
10' DRAINAGE 4 UTILITY E6MT. IRE5ERVED
BY LENOIR CITY CO. OF VA. ALONG AND `INTER
IOR TO ALL 50UNFDART LINES
:21 43-IS-1
V IV,
LENOIR CITY CO.
DIB. 344 PG. 235
X ZONED: M1
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5EIDIMENT TRAP DESIGN 5CHEDULE
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(ENGLISH)
TfRF=f=- Lf=-GF=-NF,)
SYMBOL
QUANTITY
NAME
HEIGHT AT TIME
OF PLANTING
REMARKS
0
59
RED MAPLE
211 CALIPER
5415
(ol' ABOVE GRADE
UL
15
WHITE FINE
2° CALIPER a
roll A150vE GRADE
NOTE: ALL PLANTINGS SHALL CONFORM WITH 165-365 OF THE FREDERICK
COUNTY ZONING ORDINANCE
TRAP
No.
DRAINAGE
AREA
(AC)
STORAGE
REQUIRED
STORAGE
PROVIDED
WET
STORAGE
DIMENSIONS
H
HEIGHT
OF
BERM
CFO
Ho
WEIR
OUTLET
HEIGHT
(Ft)
W
TOP
WIDTH
(Ft)
L
WEIR
LENGTH
(Ft)
AREA
'@ BERM
OUTLET
HEIGHT
(sq-yd)
ELEV. TOP
OF STONE
OUTLET
(Ft)
INV. ELEV.
6 STONE
OUTLET
(Ft)
WET
(Cu-yd)
DRY
(Cu-yd)
WET
(Cu-yd)
DRY
(Cu-yd)
DEPTH
(Ft)
L =
(Ft)
W =
(Ft)
1
2.99
200
200
231
233
3.0
10
35
3.0
2.0
2.5
11.94
3829
106.00
104.00
2
1.56
105
105
118
94
3.0
50
25
3.0
2.0
25
9.36
1216
106.10
104.10
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RE5PON5115LE LAND D15TUREIER
NAME:
CERTIFICATION
[DATE:
THE RE5PON51BLE LANE) D15TURBER
15 THE PARTY RE5PON515LE FOR
CARRYING OUT THE LAND D15TUR13ING
ACTIVITY A5 5ET FORTH IN THE PLANS.
U.
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DATE: 6/24/04
SCALE: 1" = 30'
DESIGNED BY: AS
FILE NO. 0617E
[SHEET 3 OF 5
Eastern Supply x
MINIMUM TOP WID TH (W) Erosion and Sediment Control Narrative
S STONE CONTRUCTION ENTRANCE TABLE 3.31-B
REQUIRED FOR SEDIMENT Project Description z I
wr
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS The purpose of this project is to construct (3) three warehouse -storage
TRAP EMBANKMENTS w� x
70, MIN. IXISTINC buildings and outdoor storage area on 5.2825 acres in the Stonewall Industrial ii x
A
s,� QUICK REFERENCE FOR ALL REGIONS Park. ilia
,7'
ACCORDING TO HEIGHT OF W
Existing Site Conditions
nun? CLom- ` 6•M/N A � OPN ) BERM EMBANKMENT (FEET) The site is currently on open grass covered field gently sloping to the rear
c- of the lot and an existing Storm Water Management facility located
.SIDE ELEVATION j Rate g g y
downstream on the Rite Aid property will be utilized for this site.
IX151M °ROa"1D Planting Dates Species (lbs./acre) 7G• MIN. Adjoining Properties � C\2
B
WASHRACK 110,
MIN The adjoining property land uses are commercial, industrial, and manufacturing W CD GO
(0P10NAL) uses. CC�2 dam -
Sept. 1 - Feb. 15 50/50 Mix of o
1o' MIN, Annual Ryegrass Solls aC\2 Do
12' MIN. EXISTING co CD C\1
,r'
PAVEMENT (Lolium multi-florum) The soils in this area are classified as Ghilhowie silt clay loam (8B). � 0
W & 50 - 100 Permeability of this Ghilhowie soil is slow, and the available water capacity isRof 1 a�
H HO W Cereal (Winter) Rye very low. The erosion hazard is moderate. Z > ,I-CQ co
vDor 11 I - PosmvE DRAINAGE 1D' MIN. (Secal cereale) x � LO CQ 0
1
COURSE AGGREGATE TO SEDIMENT .5 0.5 2.0 W >, a>
TRIPPING D£V1C£ 2.0 1.0 2.0 Erosion Control Measures '� � 0 a
B 0)
• Musr EXTEND FULL WDTN I 2.5 1.5 2.5 Hold pre -construction meeting on site. � 2 t 2
OF INGRESS AND EGRESS 3.0 2.0 2.5 Feb. 16 - Apr. 30 Anual Ryegrass 60 - 100 0,0 Ian
OP£RAWN PLAN VIEW 3.5 2.5 3.0 (Loliium multi-florum) Install silt fencing and diversion dikes. e
'\JH H Install construction entrance with wash rack. a" 4.0 3.0 3.0 Lo
12' MIN. 4.5 3.5 4.0 Install sediment trap.
5.0 4.0 4.5 Clear and grade site.
'•MI" ns Itall culverts, culvert inlet and outlet protection and check dams.
J• MIN EXCAVATED AREA I T May 1 - Aug. 31 German Millet 50
MAX. DEPTH = 4' (Setaria italiea) Upon completion of grading, stabilize the site. o
FILTER C`07H SECTION A -A ORIGINAL .N a1 �,
GROO/UND Temporary Stabilization e y
6'-7• Temporary stabilization shall be applied to any denuded areas of the site that
are not continuously worked within 14 days. o w U)
Seeding
Permanent Stabilization
Permanent erosion control measures include the establishment of grass on all
surfaces not paved or built upon. Permanent stabilization shall be
Seed shall be evenly applied with a broadcast seeded drill, accomplished in accordance with the seeding schedule below and Section 3.32
REINFORCED CONCRETE DRAIN SPACE plancultted
no seeder or hydroseeder. Small grains shall be of the Virginia Erosion and Sediment Gontrol Handbook.
SECTION B-B planted no more than one inch deep. Grasses and legumes
shall be planted with no less than 1 /4" soil cover. Seeding Schedule Z
SOURCE. ADAPTED from 1983 Marv/and Standards for Soil erosion and Sediment Control, and Va. DSWC Plote .3.02-1 SOURCE: VA. DSWC PLATE. 3.13-1 I. Topsoil shall be spread at a minimum depth Of 4". 0
2. Pulverized agricultural limestone shall be incorporated into the topsoil at a
rate of c12 Ibs per 1,000 sf (2 tons per acre).
3. Fertilize with 10-10-10 at a rate of 23 lbs per 1,00o sf (1,00o lbs per
CONSTRUCTION OF A SILT FENCE' TEMPORARY SEDIMENT TRAP TABLE 3.32-C W
(WITH WIRE SUPPORT) SITE SPECIFIC PERMANENT SEEDING MIXTURES acre). a
1'I VARIABLE I FOR APPALACHIAN/MOUNTAIN AREA 4. Seed mix consisting of 61% Kentucky 31 Tail Fescue and 53% Red Glover.
1. SET POSTS AND EXCAVATE A 4•X4" 2. STAPLE WIRE FENCING TO THE POSTS. Total LbS. 5. Straw mulch shall be applied to all seeded areas at a rate of 5.500 Ibs
TRENCH UPSLOPE ALONG THE LINE I OF POSTS. ORIGINAL VARIABLE Minimum Care Lawn Per Acre per acre and anchored With cutback or emulsified asphalt at a rate Of 200
Env ND gallons per acre.
1.0' - Commercial or Residential 200-250 lbs.
- Kentucky 31 or Turf -Type Tall Fescue 90-100%
j 67 CU. YD./ACRE Maintenance Program
VARIABLE - Improved Perennial Ryegrass * 0-10%
N - Kentucky Bluegrass 0-10% I. The contractor shall inspect ail erosion and sediment control measures
after each rainfall and at least daily during prolonged rainfall. Damaged or W
High -Maintenance Lawn deficient areas shall be repaired or replaced immediately. N
II J 67 CU. YD./ACRE 2. The contractor shall make a doily revieof all areas of construction
��II (EXCAVATED) 4 MAX.w Minimum of three (3) up to five (5) varieties of activity to insure erosion control effectiveness. Additional measures shall be Q
FILTER CLOTH GROUND bluegrass from approved list for use in Virginia. 125 lbs.
ELEV.9 PP 9 installed immediately where deficiencies are found.
J� �= 3. Sediment shall be removed when the sediment volume reaches one half the
/ *SEE PLATE 3.13-1 COARSE AGGREGATE•• CLASS I RIPRAP General Slope (3: 1 or less) height of the trapping device. TH
FLOW -III -III - Kentucky 31 Fescue 128 lbs. 4. All required permits and fees to begin land disturbance shall be the
4• - Red Top Grass 2 lbs. responsibility of the contractor. (MARK
CROSS SECTION OF OUTLET - Seasonal Nurse Crop** 20 lbs.3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE 150 Ibs Erosion and Sediment Control Notes D, SMITHFENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. 1. All vegetative, structural erosion, and sediment control practices shall beCIASS I RIPRAP Low -Maintenance Slope (Steeper than 3: 1) N0.022837LLENG RvIN FE REnconstructed and maintained in accordance with the minimum standards and
(IN AC.) - Kentucky 31 Fescue 108 Ibs. specifications set forth in the latest edition of the Virginia Erosion and�j. �7 •G �tiDIVERSION- Red Top Grass ** 2 Ibs. Sediment Gontrol Handbook and Virginia VR 625-02-00 Erosion and Sedimentss CS
/ DIKE - Seasonal Nurse Crop 20 Ibs. Gontrol Regulations. ZONAL
Crotch *** 20 lbs.
winve
2. The contractor shall install the silt fence and construction entrance as
150 lbs shown in the plan prior to or as a first step in clearing.
*Perennial R e rass will erminate faster and at lower soil 3 Within seven days of reaching final grade, the contractor shall install
permanent stabilization to disturbed areas that are not to be paved or built
temperatures than fescue, thereby providing cover and erosion p
resistance for seedbed. upon.
FLOW
® 4. The contractor will contact the plan approving authority one week prior to
Use seasonal nurse crop in accordance with seeding dates as the commencement of land disturbin activity and one week rior to final LU
� // stated below: g y p
ins ection.
COARSE AGGREGATE ` March, April through May 15th Annual Rye p
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. r el ���- // / 5. The contractor is responsible for installation of an additional erosion
EXCAVATED May 16th through August 15th Foxtail Millet p y
�FlLTER CLOTH �-� control measures necessary to prevent erosion and sedimentation as
AREA _____�►' August 16th through Sept.,Oct. Annual Rye y
FILTER FABRIC- November through February Winter Rye determined by the plan approving authority.
6. A copy of the approved erosion and sediment control plan shall be
maintained on the site at all times. cc
WIRE COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 ***
_] I If Flotpeo is used, increase to 30 lbs./acre. All legume seed Z. The contractor is responsible for maintaining drainage of all disturbed O
OUTLET (PERSPECTIVE VIEW) must be properly inoculated. Weeping Lovegross may also be I--
E-
areas to sediment control devices at all times.
included in any slope or low-maintance mixtures during warmer 8, The contractor shall inspect ail erosion control measures periodically and
SOURCE: Adapted from installation of Strm and Fabric Filter Harriers for Sediment Control, PLATE. 3.05-1 seeding periods; add 10-20 lbs/acre in mixes. h p y O
Shemoodkf;f SOURCE: VA. DSWC PLATE. 3.13-2 after each runoff producing rainfall event. Any necessary repairs of cleanup
to maintain the effectiveness of the erosion control devices shall be made
Seeding Notes: immediately. O >
G Q
TEMPORARY DIVERSION DIKE 1. Topsoil shall be spread at a depth of 4°. w a.
2. Pulverized agricultural limestone shall be incorporated into the soil at a W O E,
rate of c12 Ibs. per 1,000 sq. ft. (2 tons per acre). � Q i �
-l0' WHITE 5. Fertilize with 10-10-10 at a rate of 25 Ibs. per 1,000 sq.. ft. (1,000 Ibs. �
- PINE per acre).
Z W O
' RED 4. Seed mix shall consist of 61% Kentucky 31 Tall Fo5cue and 35% Sericeo � W U) U
- MAPLE Lespedezo applied at a rate of 120 Ibs. per acre. E.1 Z V
5. Straw mulch shall be applied to all seeded areas at the rate of 3,500 W LL U
0 lbs. per acre and anchored with cutback or emulsified asphalt applied at a Q LL
HIC31--1 FAF?_TH E3Ef;_DM
rate of 200 gallons per acre. U1 W 0
C ' W
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NOTE: ALL TREES TO BE A MIN. OF 4' IN HEIGHT W O
AT TIME OF PLANTING. W E+
Comp.ocad son v 1
16• min.
now iI J
I IIIU4I TYPIGAL 5GREENIN6 DETAIL p
lilille N.T.S. a
O
4.6' min. a
SOURCE: VA. DSWC
PLATE 3.09-1
DATE: 6/24/04 1
SCALE: N/A
DESIGNED BY: AS
FILE NO. 0617E
SHEET 4 OF 5
1. Methods and materials used in the construction of the improvements herein shall conform to the
current 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 resiponsibilities contained in the Virginia Erosion
and Sediment Control Handbook.
3. A permit must be obtained from the Office of the Residerat 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 eentrance permit by VDOT when such permit is
required under State law.
5. The exact location of all guard rails will be determined b)y VDOT personnel. "A joint inspection will be
held with the Developer, County Representatives, and Representatives of the Virginia Department of
Transportation (VDOT) to determine if and where guard rail anid/of paved ditches will be needed. The
developer will be responsible for providing guardrail and paved ditches as determined by this joint
inspection." Refer to Virginia Department of Transportation (VIDOT) 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 iin 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 minimum sections to be utilized when the actual
California Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be
performed for actual determination of required pavement thicicness prior to placement. All final pavement
and base course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for
Subdivision and Secondary Roads in Virginia", and shall be basted on a sufficient number of CBR tests to
determine the true support values of the soils in the subgrade;. Final pavement design shall be submitted
during 'construction and prior to placement.
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.
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 rnud 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 the
current standards and specifications of Frederick County and/oar the Frederick County Sanitation Authority.
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 any conflicts arising from his
existing 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 County Sanitation Authority prior to issuance of grading and/or site
development permits.
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
project. The relocation should be done prior to construction.
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be
protected in accordance with. state law. In the event gravesite:s are discovered during construction, the
owner and 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 plan.
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
geotechnical report has been prepared, it should supersede the requirements in this note.
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed
excavatingor blasting at least two 2 working days, but not more than ten 10 working
g () g y , ( ) g days, prior to
commencement of excavation or demolition. Names and telepluone numbers of the and operators
underground utility lines in Frederick County appear below. These numbers shall also be used to serve in
an emergency condition.
FCSA CONSTRUCTI0IV NOTES
1. The Authority's Water and Sewer Standards and Specifications; are available at www.fcsa-water.com
2. The water and sanitary sewer portion of these plans are valiid for two years from date of FCSA approval.
3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority
requirements.
4. The contractor shall coordinate with, and arrange for inspection by, the Authority.
5. When an existing water main is tapped for the installation oif a new line:
a) The Authority shall furnish all labor and material.
b) The developer/contractor must:
1. make application and pay deposit
2. mark the tap location.
6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole.
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 developer's/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 imake 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.
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.
11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector
double check valve or RPZ, as required). The assembly shall mceet ASSE standard No. 1048 or 1047. Radio
read remotes are required.
Vl. 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.
i
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
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.
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, 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.
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 i 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 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. 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. i
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 present during the construction and testing of the control strip.
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.
UTILITY CONTACTS
Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co.
P.O. Box 1877 P.O. Box 2400
Winchester, VA. 22604 Winchester, VA 22604
(540) 868-1061 MISS UTILITY (540) 869-1111
Electric: Allegheny Power 1-$00-552-7001 Phone: VERIZON
P.O. Box 1458 P.O. Box 17398
Hagerstown, MD 21741 Baltimore, MD 21297
1-800-654-3317 (301) 954-6282
FIRE MARSHAL'S NOTE
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.
HANDICAPPED PM KINC NOTE
Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. Accessible paths of
travel, including parking spaces, loading spaces, door approaches, ramps and curb ramps, shall comply with the
2000 Virginia Statewide Building Code, Chapter 11, and the 1998 ICC-A117.1.
LEGEND
EXISTING INTERMEDIATE CONTOUR
EXISTING INDEX CONTOUR
- -" -- - -�-- -�-- 530
PROPOSED CONTOUR
46)
EX E/P
EXISTING EDGE OF PAVEMENT
_, _ -
PROP E/P
PROPOSED EDGE OF PAVEMENT
EX G & 6
EXISTING CURB AND GUTTER
___
�-
PROP C&G
PROPOSED CURB AND GUTTER
EXISTING TELEPHONE LINE
---- -- T - -
PROPOSED TELEPHONE LINE
T T
EX. 15" RC IP
EXISTING STORM SERVER
-
PROP. 15" RGP
PROPOSED STORM SEWER
- ► -
EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER
S S
EXISTING ELECTRIC SERVICE
-
PROPOSED ELECTRIC SERVICE
E E -
EXISTING GAS LINE
- --- G -
PROPOSED GAS LINE
G G
PROPERTY LINE
--
FLOW LINE
...- ... ... - ... _.. ... _ ...
FENCELINE
X X, --X -
EXISTING POWER POLE
-(-
EXISTING TELEPHONE POLE
EXISTING WATERLINE W/ TEE
-T-ir-- - �-----
PROPOSED WATERLINE W/ TEE
-vv--
EXISTING FIRE HYDRANT
�S
EXISTING WATER VALVE
PROPOSED WATER METER
EXISTING REDUCER
Ui--~---
PROPOSED REDUCER
v®--
TRAFFIC SIGN
-o
HANDICAP RAMP (CG-12)
DENOTES LO��CppA�gTIOUN OFSTDSTTID NVDOT
STANDDRAMPf CONSTRUCTION
PARKING INDICATOR
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
HANDICAP PARKING
VEHICLES PER DAY COUNT
PROPOSED BUILDING ENTRANCE
EXISTING STREET LIGHT
SANITARY MANHOLE IDENTIFIER
STORM DRAIN STRUCTURE IDENTIFIER
EASEMENT LINE
CENTERLINE
EXISTING SPOT ELEVATION
Y 12.0
PROPOSED SPOT ELEVATION
1159
EXISTING TREE LINE
EXISTING TREE
r�.
� � 15" (>AK
15 PINE
��
PROPOSED TREE
��rj' 15" OAK
15" PINE
OWNERS
CERTIFICATE
I HEREBY CERTIFY THAT THE PROPOSED DEVELOPMENT OF THE
PROPERTY CONTAINED IN THIS SITE PLAN IS WITH THE FREE
CONSENT AND IN ACCORDANCE WITH THE: DESIRES OF THE
UNDERSIGNED OWNERS, PROPRIETORS OR TRUSTEES.
SHEET INDEX
1.) COVER SHEET
2.) SITE PLAN
3.) E&S AND LANDSCAPING PLAN
4.) E&S DETAIL SHEET
5.) DETAIL & PROFILE SHEET
DATE
VICINITY r,
PROJECT INFORMATION
STREET ADDRESS :
200, 202, & 204 McGHEE ROAD
WINCHESTER, VA 22601
PARCEL IDENTIFICATION NO. :
43-((19))-1 B
LOT AREA
5.2825 AC.
DISTURBED AREA
5.2 AC.
CURRENT ZONING
M1
CURRENT USE
VACANT
PROPOSED USE
WAREHOUSE, OFFICE, & OUTDOOR STORAGE
BUILDING HEIGHT:
MAXIMUM ALLOWED = 60' PROPOSED = 16'
SIGNS:
NONE PROPOSED. ANY FUTURE SIGNS TO CONFORM WITH TH
STANDARDS OF SECTION 165-30 OF THE FREDERICK COUNTY
ZONING ORDINANCE.
DUMPSTERS:
NONE PROPOSED
OUTDOOR LIGHTING:
ALL OUTDOOR LIGHTING MUST BE SHIELDED TO
PREVENT ILLUMINATION OF ADJACENT PROPERTIES
BUILDING SETBACKS:
REQUIRED: FRONT: 75' PROPOSED: FRONT: 79.3'
SIDE: 25' SIDE: 53.0'
REAR: 25' REAR: 339.5'
PARKING SETBACKS:
FROM ROAD R/W=25'
FROM PROPERTY LINE=5'
PARKING CALCULATIONS
REQUIRED:
OFFICE: 1 SPACE PER 250 SF
WAREHOUSE: 1 SPACE PER EMPLOYEE
PROPOSED OFFICE=3,600 SF / 250 SF=15 SPACES
PROP. WAREHOUSE=6 EMPLOYEES=6 SPACES
TOTAL SPACES REQUIRED=21
OPEN SPACE CALCULATIONS
REQUIRED: 25% OR 1.32 AC.
PROP. BLDGS.=21,600 SF
PROP. PAVEMENT=64,080 SF
PROP. GRAVEL OUTDOOR STORAGE=64,800 SF
TOTAL=150,480 SF OR 3.45 AC.
5.2825 - 3.45=1 .83 AC. OPEN SPACE OR 35%
TOTAL SPACES PROVIDED=31 LANDSCAPE CALCULATIONS
HANDICAP SPACES: REQUIRED: PERIMETER - 1 TREE PER
REQUIRED: 26-50 = 2 SPACES 2,000 S.F. FOR FIRST 100,000 S.F. OF
PROP. HANDICAP SPACES = 2. IMPERVIOUS AREA - 1 TREE PER 5,000 S.F. OVER
PROPOSED IMPERVIOUS AREA: 128,880 SF
LOADING SPACES: 100,000 / 2,000 = 50 TREES
REQUIRED: 1 SPACE PER 40,000 S.F. OF FLOOR AREA 28,880 / 5,000 = 6 TREES
TOTAL FLOOR AREA=21,600 SF / 40,000 SF=1 SPACE TOTAL PERIMETER = 56 TREES
12' x 45' SPACES PROVIDED = 3 REQUIRED: INTERIOR - 1 TREE PER 10 SPACES
INTERIOR: 31 / 10=3 TREES
TOTAL TREES REQUIRED=59
TOTAL TREES PROVIDED=59
F.A.R. CALCULATIONS
REQUIRED: 1.0
TOTAL BUILDING AREA=21,600 SF
21,600 / 230,105.7=0.09 (F.A.R.)
*NO ENVIRONMENTAL FEATURES ON -SITE
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
TRIP CENERATION DATA
CLASS
USE UNITS AMOUNT TRIP RATE
VPD
150
WAREHOUSE
FLOOR AREA
18,000 SF.
4.96
/ 1,000 SF.
89
710
OFFICE
FLOOR AREA
3,600 SF.
11.01
/ 1,000 S.F.
40
TOTAL
129
CO PER SHEET
Project Name:
EASTERN SUPPLY
Owner:
Address, Including Zip Code &
Telephone No.
240 McGHEE RD.
T.S.M., INC.
WINCHESTER, VA 22604
(540) 722-3292
Developer:
Address, Including Zip Code &
Telephone No.
SAME AS ABOVE
Engineer Certifying Plan:
["NN UT131`10DR10i ,wwlka l
APPROVAL
Address, Including Zip Code & Telephone No.
151 WINDY HILL LANE
WINCHESTER, VA 22602
(540) 662-4185
FREDERICK COUNTY ZONING ADMINISTRATOR DATE
* SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT. APPROVAL
* SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL
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DATE: 6/24/04 1
SCALE: N/A
DESIGNED BY: AS
FILE NO. 0617E
SHEET 1 OF 5