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GENERAL NOTES
VD0T GENERAL NOTES
LEGEND
VICINITY MAP
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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 latest editions of the Virginia Department ofTransportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and
EXISTING INTERMEDIATE CONTOUR -� _ -- �- b �- -W "`M -.
SCALE: 1" = 1200'
County construction standards and specifications and/or current VDOT standards and specifications.
Sediment Control Regulations and any other state, federal or local regulations applicable. In the
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event of conflict between any of these standards, specifications or plans, the most stringent shall be
EXISTING INDEX CONTOUR -� -- 330
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2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
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must be provided prior to issuance of the site development permit. The approval of these plans in no way
PROPOSED CONTOUR 40
relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
V2, All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and
EXISTING EDGE OF PAVEMENT - - -- -- E`P.__ _�.
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Control Handbook.
Health Administration and VOSH Rules and Regulations.
PROPOSED EDGE OF PAVEMENT PROP E/P
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3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall
EX C-4 15
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(VDOT) and Frederick County prior to construction in existing State right-of-way•
be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all
EXISTING CURB AND GUTTER --_=- ---_= _----_ ---- -_--- -----=
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4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and
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required under State law.
Specifications, Section 104.04-C.
PROPOSED CURB AND GUTTER
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5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
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 utility company. It is
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TRANSITION FROM CG-6 TO CG-6R --____ - J
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with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
the developer
EXISTING TELEPHONE LINE _ __�.___ - ._ _�._ __�___ .__
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(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
sole responsibility of the to locate and identify utility facilities or items, which may
be in conflict with the proposed construction activity. VDOT approval of these plans does not
PROPOSED TELEPHONE LINE T
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responsible for providing guardrail and paved ditches as determined b this joint inspection." Refer to
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relieve the developer of this responsibility.
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Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
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EXISTING STORM SEWER ,,__-�-= ; ��.---- _-�._--�--- W
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V5. Design features relating to field construction, regulations, and control or safety of traffic may
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a
be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of
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representative of the developer must be available at all times,
any field revision will be the responsibility of the developer.
PROPOSED STORM SEWER
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7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT
EXISTING SANITARY SEWER
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Control Devices (MUTCD).
land use permits for any work on VDOT right-of-way.
PROPOSED SANITARY SEWER
PROJECT INFORMATION
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8. All unsuitable material shall be removed from the construction limits of the roadway before placing
V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged
EXISTING ELECTRIC SERVICE
embankment.
and held by the engineer and/or developer with the attendance of the contractor, various County
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9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California
agencies, utility companies and VDOT prior to initiation of work.
PROPOSED ELECTRIC SERVICE
EX STREET ADDRESS 240 McGHEE ROAD
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Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for
EXISTING GAS LINE ----------------------
WINCHESTER, VA 22601
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for actual determination of required pavement thickness prior to placement. All final pavement and base
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an undetermined length of time. VDOT will also require 48 hours notice for an inspection.
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PARCEL IDENTIFICATION NO, 43-((19))-39
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course thicknesses shall be designed in accordance with VDOT's Pavement Design Guide for Subdivision and
V9. The will be for to the
PROPOSED GAS LINE G G
LOT AREA 5.3185 AC.
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Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true
contractor responsible maintaining adequate access project from the
DISTURBED AREA 7,200 S.F.
support values of the soils in the subgrade. Final pavement design shall be submitted during construction
adjacent public roadway through construction and maintenance of a construction entrance in
PROPERTY LINE
accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore,
CURRENT ZONING M 1
and prior to placement.
access to other properties affected by this project shall be maintained through construction. The
FLOW LINE .......
CURRENT USE MANUFACTURING / WAREHOUSE
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
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Developer shall have, within the limits of the project, an employee certified by the Department of
Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation
FENCELINE _._.____
PROPOSED USE MANUFACTURING /WAREHOUSE
on the plans and as required at the field inspection.
control devices and measures for proper installation and deficiencies immediately after each rainfall,
EXISTING POWER POLE
BUILDING HEIGHT• MAXIMUM ALLOWED = 60' PROPOSED = 16'
il. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
at lest daily during ed rainfall,when no rainfall event occurs and weekly
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SIGNS: ALL SIGNAGE MUST CONFORM WITH THE
be minimum 6" diameter and conform to VDOT standard SB-1.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and
EXISTING TELEPHONE POLE ��
STANDARDS OF SECTION 165-30 OF
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
at the end of construction.
EXISTING WATERLINE W/ TEE
THE FREDERICK COUNTY ZONING ORDINANCE.
one litter receptacle shall be provided at the construction site.
Vll. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum
PROPOSED WATERLINE W/ TEE
OUTDOOR LIGHTING: EX. OUTDOOR LIGHTING FIXTURES
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
36" cover and, when possible, to be installed under roadway drainage facilities.
BUILDING SETBACKS: REQUIRED: FRONT: 75' PROPOSED: FRONT: 111.1'
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
EXISTING FIRE HYDRANT
SIDE: 25' SIDE: 26', 259.8'
25' 418.4
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
V12. Any unusual subsurface conditions encountered during the course of construction shall be
REAR. REAR:
condition at all times.
immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity
EXISTING WATER VALVE
until an adequate design can be determined by the engineer and approved by VDOT.
14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
PROPOSED WATER METER ®
PARKING CALCULATIONS LANDSCAPED AREA REQUIRED
sewer lines. Information should also be obtained from the appropriate authorit concerning permits, cut
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representative prior to placement and fill. Where CBR testing is required, a VDOT representative
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EXISTING REDUCER
REQUIRED 25% = 57,918 S.F.
sheets, and connections to existinglines.
shall be present to insure the sample obtained is representative of the location. When soil samples
PROPOSED REDUCER
(NO LANDSCAPED AREA LOST DUE TO PROP. BLDG.)
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
are submitted to private laboratories for testing, the samples shall be clearly identified and labeled
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OFFICE = 1 SPACE PER 250 S.F. EX. BUILDINGS = 13,200 S.F.
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
as belonging to a project which will be accepted by VDOT and that testing shall be conducted
STOP SIGN
WAREHOUSE = 1 SPACE PER EMPLOYEE
EX. PAVED & GRAVEL AREA = 147,900 S.F.
according to all applicable VDOT standards.
HANDICAP RAMP (CG-12) f'� --`"�
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FABRICATION = 3 SPACES PER EMPLOYEE
TOTAL = 161 100 S.F.
16. The location of existing utilities shown in these lens are taken from existing records. It shall be the
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contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be
DENOTES LOCATION OF STD VDOT
CG-12 jn- OR JUR�SD� IONA
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compacted in 6' lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method
STAND,D CO CTIO
EX. OFFICE = 1,000 S.F. = 4 SPACES 231,674 S.F. - 161,100 S.F. = 70,574 S.F.
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
the
within plus or minus 2% of optimum moisture for the full width of any dedicated street
PARKING INDICATOR
574 S.F. 70,.A,
EX. WAREHOUSE = 0 EMPLOYEES / 231674 S.F. = 31 %
utility verification and proposed construction.
right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified
INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12
EX. FABRICATION = 8 EMPLOYEES = 6 SPACES
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17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a
independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A
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result of his construction project within or contiguous to the existing right-of-way.
copy of all tests shall be submitted to VDOT prior to final VDOT approval.
TEST PIT LOCATION (D
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18. When grading is proposed within easements of utilities, letters of permission from all involved companies
V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these lens and
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further where determined necessary by VDOT Inspector.
TOTAL SPACES REQUIRED = 10 F.A.R.
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must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site
HANDICAP PARKING
TOTAL EXISTING SPACES == 24 EX. BUILDINGS = 13,200 S.F.
development permits.
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall
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EX. SPACES LOST DUE TO PROP. BUILDING = 7,200 S.F.
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The developer will be responsible for the relocation of any utilities which is required as a res?a.lt of his
meet VDOT minimum design standards and is the responsibility of the developer.
VEHICLES PER DAY COUNT 100
PROPOSED BUILDING _ 4 TOTAL = 20,400 S.F.
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20,400 S.F.19. / 231 ,674 S.F. = 0.088
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project. The relocation should be done prior to construction.
V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
PROPOSED BUILDING ENTRANCE
TOTAL REMAINING SPACES . = 20
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20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
markings must be installed by the developer or at VDOT's discretion, by VDOT on an account
NO ADDITIONAL EMPLOYEES ARE PROPOSED
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in accordance with state law. In the event gravesites are discovered during construction, the owner and
t thi shall b h i St i b a.ss. op signs sae thirty () inches tall with high intensity sheeting. The
receivable.-,
ENVIRONMENTAL FEATURES
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engineer must be notified immediately.
bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed
EXISTING STREET LIGHT -` �
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a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on
HANDICAP PARKING FEATURE EX. ACREAGE
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21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
VDOT's approved list. A copy of this list may be obtained from the District Material Section.
Contact the local VDOT Residency Office with an regarding sin material and
PROPOSED STREET NAME SIGN
FLOODPLAINS 0
1 -25 = 1 SPACE REQUIRED LAKES & PONDS 0
,'s a �
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
questions placement.
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EX. HANDICAP SPACES = 1
"A"
V18. The developer must provide to the local VDOT office a list of all material sources to
PROPOSED SANITARY LATERAL CLEANOUT
WETLANDS PL 1 AC. 0
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22. Controlled fills shall be compacted to 95% of maximum density as determined by method per standard
prior
SINKHOLES 0
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proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
construction. Copies of all invoices for materials 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
SANITARY MANHOLE IDENTIFIER 12
LOADING SPACES NATURAL STORM WATER
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professional engineer and results submitted to Frederick County prior to pavement construction. If a
be
REQUIRED: 1 PER 40,000 S.F. OF FLOOR AREA DETENTION AREAS 0
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geotechnical report has been prepared, it should supersede the requirements in this note.
may obscured.
STORM DRAIN STRUCTURE IDENTIFIER 6
TOTAL FLOOR AREA = 20,400 S.F. STEEP SLOPES PL 15% 0
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V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical
SPACES REQUIRED = 1 WOODLANDS 0
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23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
spreader. Density will be determined using the density control strip as specified in VDOT's Road and
SPACES PROVIDED = 2
a.,,
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these
EASEMENT LINEof
excavation or demolition. Names and telephone numbers of the and operators underground utility lines
tests. A certified copy of the test results shall be provided to the Residency Office. In additions to
PREVIOUS APPROVED PLAN #66-99
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
checking stone depths, a VDOT representative shall be notified and given the opportunity to be
CENTERLINE
present during the construction and testing of the density control strip.
EXISTING SPOT ELEVATION I � ���'
TRIP GENERATION DATA
UTILITY CONTACTS
V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road
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and Bridge Specifications -Section 315. Density will be determined using the density control strip as
specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests.
PROPOSED SPOT ELEVATION 115.1
CLASS
USE
S.F.
EMPLOYEES
TRIP RATE USE
VPD
Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co.
A certified copy of the test results shall be provided to the Residency Office. A VDOT representative
EXISTING TREE LINE
P.O. Box 1877 P.O. Box 2400
Winchester, VA. 22604 Winchester, VA 22604
shall be notified and given the opportunity to be present during the construction and testing of the
control strip.
EXISTING TREE c `-'� 15" OAK I FINE
140
MANUFACTURING
6000
5
2.0 / EMPLOYEE
3.8 / 1000 S.F.
10
23
(540) 868-1061 (540) 869-1111
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V21. Approval of these plans shall expire three (3) years from the date of the approval letter.
Power: Allegheny Power
Phone: Verizon
P.O. Box 1458 P.O. Box 17398
V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector.
PROPOSED TREE crrj IT OAK 15, PINE
TOTAL
33
Hagerstown, MD 21741 Baltimore, MD 21297
1-800-654-3317 (301) 954-6282
FCSA CONSTRUCTION NOTES
MISS UTILITY 1-800-257-7777
1. WATER AND LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE SHALL ADDIT ONALLYRMEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATIONAUTHORITY.PLANS.
BATE
REVISION
SEAL
CO VER SHEET
FIRE MARSHALL'S NOTE
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY.
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S
INSPECTOR.
5/2q/02
PER V.D.O.T. COMMENTS
Project Name:
j
EASTERN SUPPLY
8/1/02
FRED. CO. PLANNIN G COMMENTS
FIRE LANE MARKINGS AND SIGNAGE
Any "No Parking" signs and yellow painted curb
4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF
Owner: Address, Including Zip Code &Telephone No.
locations will be installed by field inspection at
WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME
the direction of the Fire Marshall's office.
AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO
BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE
195 EBERT ROAD (P.O. BOX 1445)
BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN
MAR D, $ H 9
T.S.M., INC. WINCHESTER, VA 22604
PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX
wO N0.022837
(540) 722-3292
ASSEMBLY INSTALLED CORRECTLY.
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Developer: Address, Including Zip Code &Telephone No.
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5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES:
195 EBERT ROAD (P.O. BOX 1445)
A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING
ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN.
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EASTERN SUPPLY i- -.,
ICU" CI^\� `_ WINCHESTER, VA 22604
(540) 722-3292
SHEET INDEX
Project Description
B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES.
Engineer Certifying Plan: 2 M 4 Address, Includin Zip Code & Telephone No.
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The purpose of this project is for the construction of a 7,200 S. F. storage building.
C. 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 IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY.
151 WINDY HILL LANE
Adjacent Properties
THE AUTHORITY WILL INSTALL THE METER.
D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS.
GREENWAY ENGINEERING "CFT, CF P��,''� e --EVELOPMEN'T WINCHESTER, VA 22602
The adjacent properties are owned by James and Jessie Wilson, Lenoir City Co., and Rite Aid of Virginia, Inc.
(540) 662-4185
PROFESSIONAL SEAL &SIGNATURE
6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE:
COVER SHEET SHEET 1
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Erosion Control Program
Install silt fence
A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP.
B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE
SITE PLAN SHEET 2
APPROVAL
DATE; 04/24/02
THESE PLANS ARE IN CONFORMANCE WITH
WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS
SCALE, N/A
Maintenance Program
COMPLETED.
COUNTY OF FREDERICK STANDARDS AND
ORDINANCES. ANY DEVIATION OR CHANGE
DESIGNED BY:
1. The contractor will inspect all erosion and sediment control measures after each rainfall and at least
daily during rainfall. Damaged and/or deficient areas will be repaired or improved immediately
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
IN THESE PLANS SHALL BE APPROVED BY
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prolonged
2. Furthermore, the contractor will make a daily review of areas of construction activity to insure erosion
8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION
THE ZONING ADMINISTRATOR PRIOR TO
AS
control effectiveness. Additional measures will be installed immediately where deficiencies are found.
ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A
CONSTRUCTION.
FREDERICK COUNTY ZONING ADMINISTRATOR DATE
REMOTE READOUT IS REQUIRED.
3. Permanent erosion control measures include the establishment of grass on exposed surfaces disturbed
9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A
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in the construction process, excluding the road surface.
RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047.
* SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT APPROVAL
A REMOTE READOUT IS REQUIRED.
* SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL
SHEET 1 ❑F 02
43-1(19))-20 I 43-(119))-24
JAMES T. 4 JES51E S. WILQ I WALTER S. 4 BETTY A. WILSON
Q D.B. 595 PG. 409 D•B. 145 PG. 31
ZONED: MI ZONED: MI
USE: COMMERCIAL USE: COMMERCIAL
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USE: COMMERCIAL
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\ NOTE:
\ EX. WHITE PINE SGREENIN& TREES IN
POOR CONDITION WILL NEED TO BE REPLAGED
LENOIR CITY CO DURING SITE DEVELOPMENT.
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D.B. 344 PG. 235
ZONED: MI
USE: VACANT
1"X4"X4'-8" SLATS, 2-FINISH NAIL AT
TOP AND BOTTOM
2"X4"X4' BEAMS, TOE NAIL TO POST
4"X4"X8' POSTS
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NOTES:
I. PRESERVATIVE STAIN ON ALL WOOD. XA
COLOR TO MATCH THAT OF BLDG.I I e
2. FINISHED SIDE OF FENCE SHALL FACE I
ADJOINING PROPERTY, IF APPLICABLE. o _
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FOR DUI" Ii=5TER ENCL05URE
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RITE AID OF VIRGINIA, INC.
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ZONED: MI
USE: COMMERCIAL
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SII WIRE MESH REINFORCING V.D.O.T.
ROAD AND BRIDGE STANDARDS SECTION 301.04
CLASS A-3 CONCRETE
.\.�\\✓�\�\�\.�\.a\.�\.�\.�\✓�\✓�\✓�\.�\✓�\.� 6" BASE 21-4
COMPACTED SUBGRADE
(COMPACTED TO 135% DENSITY AT OPTIMUM
MOISTURE CONTENT, VDOT VTM-I METHOD)
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(NOT TO SCALE)
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DATE: 04/22/02 1
SCALE: 1"=30'
DESIGNED BY: AS
FILE NO. 0617
SHEET 02 OF 02
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GENERAL NOTES
VDT GENERAL NOTES
LEGEND
VICINITY MAP
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1.
Methods and materials used in the construction of the improvements herein shall conform to the current
V1. All work on this project shall conform to the latest editions of the Virginia Department of
Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and
EXISTING INTERMEDIATE CONTOUR
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SCALE: �� = I2���
Count construction standards and specifications and/or current VDOT standards and specifications.
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Sediment Control Regulations and any other state, federal or local regulations applicable. In the
330
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event of conflict between any of these standards, specifications or plans, the most stringent shall be
EXISTING INDEX CONTOUR
2.
Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
govern.
40
W
must be provided prior to issuance of the site development permit. The approval of these plans in no way
PROPOSED CONTOUR
EX �'.-
��`
relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and
EXISTING EDGE OF PAVEMENT
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Control Handbook.
Health Administration and VOSH Rules and Regulations.
PROPOSED EDGE OF PAVEMENT
PROP E/P
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3.
A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall
EXISTING CURB AND GUTTER
E C415 _ _ _._
---- ----- --- - --- - ---- -- - - - -
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(VDOT) and Frederick County prior to construction in existing State right-of-way.
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 the latest edition of the VDOT Road and
PROP C&G
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4.
Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
Bridge Specifications, Section 104.04-C.
PROPOSED CURB AND GUTTER
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CD
required under State law.
V4. The developer be for his including
TRANSITION FROM CG-6 TO CG-6R
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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
shall responsible relocating, at expense, any and all utilities,
traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is
the sole responsibility of the developer to locate and identify utility facilities or items, which may
EXISTING TELEPHONE LINE
- -- --- -- - --
�____ .__ _ __ __ ___ ._ ____ _ �_ ._.. _ -.__
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(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
be in conflict with the proposed construction activity. VDOT approval of these plans does not
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by this inspection." Refer to
PROPOSED TELEPHONE LINE
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responsible for providing guardrail and paved ditches as determined joint
relieve the developer of this responsibility.
-RTE"
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Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
EXISTING STORM SEVER
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6.
An approved set of plans and all applicable permits must be available at the construction site. Also, a
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
PROP. 15 RGP
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representative of the developer must be available at all times.
any field revision will be the responsibility of the developer.
PROPOSED STORM SEWER
_
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7.
Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT
EXISTING SANITARY SEWER
W
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Control Devices (MUTCD).
land use permits for any work on VDOT right-of-way.
PROPOSED SANITARY SEWER
PROJECT INFORMATION
Ln 3
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8.
All unsuitable material shall be removed from the construction limits of the roadway before placing
V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged
EXISTING ELECTRIC SERVICE
9.
embankment.
All pavement sections on the approved plans are minimum sections to be utilized when the actual California
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.
PROPOSED ELECTRIC SERVICE
EX STREET ADDRESS
240 McGHEE ROAD
WINCHESTER, VA 22601
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Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed
V8. The contractor shall notifythe local VDOT Resident Office when work is to begin or cease for
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EXISTING GAS LINE
for actual determination of required pavement thickness prior to placement. All final pavement and base
any undetermined length of time. VDOT will also require 48 hours notice for any inspection.
PARCEL IDENTIFICATION NO,
43-((19))-39
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L
course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and
PROPOSED GAS LINE
LOT AREA
5.3185 AC.
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Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true
The contractor will bresponsible for maintaining adequate access to the project from the
DISTURBED AREA
7,200 S.F.
support values of the soils in the subgrade. Final pavement design shall be submitted during construction
t hroughconstruction and maintenance of a construction entrance in
adjacent public roadway t
adj
accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore,
PROPERTY LINE
CURRENT ZONING
M 1
and prior to placement.
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access to other properties affected b this project shall be maintained through construction. The
P P Y P J g"-.
FLOW LINE
-► --- --�- ---- ... -d---"
CURRENT USE
MANUFACTURING /WAREHOUSE
10.
All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
Developer shall have, within the limits of the project, an employee certified by the Department, of Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation
FENCEL[NE
PROPOSED USE
MANUFACTURING / WAREHOUSE
on the plans and as required at the field 'inspection.
control devices and measures for proper installation and deficiencies immediately after each rainfall,
EXISTING POWER POLE
BUILDING HEIGHT:
MAXIMUM ALLOWED = 60' PROPOSED = 16'
11.
All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
at lest daily during prolonged rainfall, and weekly when no rainfall event occurs.
-��
SIGNS:
ALL SIGNAGE MUST CONFORM WITH THE
be minimum 6" diameter and conform to VDOT standard SB-1.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and
EXISTING TELEPHONE POLE
�..,1
STANDARDS OF SECTION 165-30 OF
at the end of construction.
EXISTING WATERLINE W/ TEE
-
THE FREDERICK COUNTY ZONING ORDINANCE.
12.
Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
OUTDOOR LIGHTING:
EX. OUTDOOR LIGHTING FIXTURES
one litter receptacle shall be provided at the construction site.
P P
Vll. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum
PROPOSED WATERLINE W/ TEE
13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
36" cover and, when possible, to be installed under roadway drainage facilities.
BUILDING SETBACKS:
REQUIRED: FRONT: 75° PROPOSED: FRONT: 1 1 1.1'
SIDE: 25 SIDE: 26 , 259.8
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
V12. Any unusual subsurface conditions encountered during the course of construction shall be
EXISTING FIRE HYDRANT
REAR: 25' REAR: 418.4'
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity
EXISTING WATER VALVE
condition at all times.
until an adequate design can be determined by the engineer and approved by VDOT.
14.
* Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
PROPOSED WATER METER
PARKING CALCULATIONS LANDSCAPED AREA REQUIRED
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
representative prior to placement and fill. Where CBR testing is required, a VDOT representative
P P P g q � P
EXISTING REDUCER
REQUIRED
25% = 57,918 S.F.
sheets, and connections to existing lines,
shall be present to insure the sample obtained is representative of the location. When soil samples
PROPOSED REDUCER
OFFICE = 1 SPACE PER
250 S.F. (NO LANDSCAPED AREA LOST DUE TO PROP, BLDG.)
15.
All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
are submitted to private laboratories for testing, the samples shall be clearly identified and labeled
as belonging to a which will be accepted by VDOT and that testing shall be conducted
STOP SIGN
WAREHOUSE = 1 SPACE PER
EX. BUILDINGS = 13,200 S.F.
EMPLOYEE '
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
project
according to all applicable VDOT standards.
FABRICATION = 3 SPACES PER EMPLOYEE EX. PAVED & GRAVEL AREA = 147.900 S.F.
p�
HANDICAP RAMP {CG-12)
a J�.!�'
TOTAL = 161,100 S.F.
o
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
g
V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be
DENOTES LOCATION OF STD VDOT
CG-12 AND/OR JUR[SDtt��IO��A
231,674 S.F. - 161,100 S.F. = 70,574 S.F.
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to The contractor shall inform the engineer of any conflicts arising from his existing
compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method
STANDARD RAMP CONSTRUCT[0�
EX. OFFICE = 1,000 S.F.
= 4 SPACES
70,574 S.F. / 231,674 S.F. = 31 %
F--�
prior construction.
A, within plus or minus 2� of optimum moisture for the full width of an dedicated street
P P Y
PARKING INDICATOR
t2
EX. WAREHOUSE = 0 EMPLOYEES
utilityverification and the proposed construction.
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right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified
INDICATES THE NUMBER OF TYPICAL
PARKING SPACES
EX. FABRICATION = 8 EMPLOYEES
= 6 SPACES
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17.
The developer will be responsible for any damage to the existing streets and utilities which occurs as a
independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A
copy of all tests shall be submitted to VDOT prior to final VDOT approval.
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result of his construction project within or contiguous to the existing right-of-way.
TEST PIT LOCATION
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18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
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to Frederick County Sanitation Authority to issuance of and/or site
V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and
further where determined necessary ector. VDOT Ins by p.
TOTAL SPACES REQUIRED
TOTAL EXISTING SPACES
= 10 F.A.R.
= 2.4 EX. BUILDINGSS.F.
�
must be provided prior grading
HANDICAP PARKING
=13,200
development permits.
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall
EX. SPACES LOST DUE TO
-
PROP. BUILDING 7,200 S.F.
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19.
The developer will be responsible for the relocation of any utilities which is required as a result of his
meet VDOT minimum design standards and is the responsibility of the developer.
VEHICLES PER DAY COUNT
100
PROPOSED BUILDING
= 4 TOTAL = 20,400 S.F.
20,400 S.F. / 231,674 S.F. = 0.088
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project. The relocation should be done prior to construction.
V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
PROPOSED BUILDING ENTRANCE
TOTAL REMAINING SPACES
= 20
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20.
These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
markings must be installed by the developer or at VDOT's discretion, by VDOT on an account
NO ADDITIONAL EMPLOYEES ARE PROPOSED
x
in accordance with state law. In the event gravesites are discovered during construction, the owner and
receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The
,
ENVIRONMENTAL FEATURES
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engineer must be notified immediately.
bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed
a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on
EXISTING STREET LIGHT
'
HANDICAP PARKING
FEATURE EX. ACREAGE
04
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21.
The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
662-4185 immediately discrepancies between field conditions and the approved
VDOT's approved list. A co of this list may be obtained from the District Material Section.
PP PY Y
Contact the local VDOT Residency Office with any questions regarding sign material and placement.
PROPOSED STREET NAME SIGN
-�-
1 -25 = 1 SPACE REQUIRED FLOODPLAINS 0
EX. HANDICAP SPACES = 1 LAKES & PONDS 0
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at (540) of any actual plan.
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V18. The developer must to the local VDOT office a list of all material sources to
PROPOSED SANITARY LATERAL CLEANOUT
WETLANDS PL 1 AC. 0
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22.
Controlled fills shall be compacted to 95% of maximum density as determined by method per standard
provide prior
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construction. Copies of all invoices for materials within any dedicated street right-of-way must be
SANITARY MANHOLE IDENTIFIER
12
LOADING SPACES
SINKHOLES 0
NATURAL STORM
0O
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proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices
WATER
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professional engineer and results submitted to Frederick County prior to pavement construction. If a
be
REQUIRED: 1 PER 40,000 S.F. OF
FLOOR AREA DETENTION AREAS 0
report has been prepared, it should supersede the requirements in this note.
may obscured.
STORM DRAIN STRUCTURE IDENTIFIER
0
TOTAL FLOOR AREA = 20,400 S.F. STEEP SLOPES PL 15% 0
SPACES REQUIRED = 1 WOODLANDS 0
Q.geotechnical
0
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V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical
�
23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
spreader. Density will be determined using the density control strip as specified in VDOT's Road and
SPACES PROVIDED =
2
a
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these
EASEMENT LINE
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
tests. A certified copy of the test results shall be provided to the Residency Office. In additions to
PREVIOUS
APPROVED PLAN #66-99
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
checking stone depths, a VDOT representative shall be notified and given the opportunity to be
CENTERLINE
present during the construction and testing of the density control strip.
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EXISTING SPOT ELEVATION
TRIP GENERATION DATA
UTILITYCONTACTS
V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road
+
CLASS
USE
S.F.
EMPLOYEES
TRIP RATE USE
VPD
and Bridge Specifications -Section 315. Density will be determined using the density control strip as
specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests.
PROPOSED SPOT ELEVATION
ll_`i 3
Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co.
A certified copy of the test results shall be provided to the Residency Office. A VDOT representative
EXISTING TREE LINE
P.O. Box 1877 P.O. Box 2400
Winchester, VA. 22604 Winchester, VA 22604
shall be notified and given the opportunity to be present during the construction and testing of the
control strip.
EXISTING TREE
'"°
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140
MANUFACTURING
6000
5
2.0 / EMPLOYEE
/ 1000 S.F.
10
23
(540) 868-1061 (540) 869-1111
Irk° OAK ;�, PINE3.8
V21. Approval of these plans shall expire three (3) years from the date of the approval letter.
Power: Allegheny Power Phone: Verizon
P.O. Box 1458
V22, Final location of CG-12 Curb Ramps shall be determined by VDOT inspector.
PROPOSED TREE
r..
fro-, 150 OAK 15 PINE
P.O. Box 17398
Hagerstown, MD 21741 Baltimore, MD 21297
TOTAL
33
i-800-654-3317 (301) 954-6282
TICSA CONJRUCTOA NOTES
MISS UTILITY 1-800-257-7777
1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES
SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY,
DATE
REVISION
SEAL
C®VER SHEET
�r
FIRE MARSHALL Pal NOTE
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY.
'
' 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S
INSPECTOR.
5/29/02
PER V.D.O.T. COMMENTS
Project Name:
EASTERN SUPPLY
8/I/02
FRED. G0. PLANNING COMMENTS
FIRE LANE MARKINGS AND SIGNAGE
Any Parking" signs and yellow painted curb
4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF
locations will be installed by field inspection at
ion
WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME
Owner: Address, Including Zip Code
&Telephone No.
the direction of the Fire Marshall's office.
AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO
r
BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE
195 EBERT ROAD (P.O.
BOX 1445)
BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN
MAR D. S H
T.S.M., INC. WINCHESTER, VA 22604
PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX
ASSEMBLY INSTALLED CORRECTLY.
"0 N0, 022837
0
�C�'�, �` �� U
(540) 722-3292
p® D,�
Developer: Address, Including Zip Code & Telephone No.
�G E S' NARRA I VEi
5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES:
�yti
195 EBERT ROAD (P.O.
BOX 1445)
A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING
ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN.
S'
IoNAL
EASTERN SUPPLY , WINCHESTER, VA 22604
't
�'' (540) 722-3292
SHEET INDEX
`j
Project Description
B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8" , 3/4" AND 1" WATER SERVICES.
Engineer Certifying Plan: BUGr � Address, Includin ZipCode
00�
Sc Telephone hone No.
The purpose of this project is for the construction of a 7,200 S. F. storage building.
C. 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 IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY.
151 WINDY HILL LANE
Adjacent Pro erties
THE AUTHORITY WILL INSTALL THE METER.
D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS.
GREENWAY ENGINEERING WINCHESTER, VA 22602
The
adjacent properties are owned by James and Jessie Wilson, Lenoir City Co., and Rite Aid of Virginia, Inc.
(540) 662-4185
PROFESSIONAL SEAL & SIGNATURE
6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE:
COVER SHEET SHEET 1
a - L �...ATOF14
Erosion Control Program
A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP.
SITE PLAN
SHEET 2
DATE: 04/24/02
Install silt fence
B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE
WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS
THESE PLANS ARE IN CONFORMANCE WITH
APPROVAL PHI ��'ED
ffiAT a° '
SCALE-
Maintenance Program
1. The contractor will inspect all erosion and sediment control measures after each rainfall and at least
COMPLETED.
COUNTY OF FREDERICK STANDARDS AND
ORDINANCES. ANY DEVIATION OR CHANGE
.-
N/A
daily during Damaged and/or deficient areas will be repaired or improved immediately
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
IN THESE PLANS SHALL BE APPROVED BY
`
�� l (�
DESIGNED B Y :
prolonged rainfall.
8. WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION
2. Furthermore, the contractor will make a dailyreview of areas of construction activityto insure erosion
ANY
THE ZONING ADMINISTRATOR PRIOR TO
AS
control effectiveness. Additional measures will be installed immediate) where deficiencies are found.
3'
ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A
CONSTRUCTION.
FREDERICK COUNTY ZONING ADMINISTRATOR DATE
REMOTE READOUT IS REQUIRED.
3. Permanent erosion control measures include the establishment of grass on exposed surfaces disturbed
9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A
JOB N❑. 0617
in the construction process, excluding the road surface.
RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047.
*SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT APPROVAL
A REMOTE READOUT IS REQUIRED.
* SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL
SHEET 1
OF 02
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