HomeMy WebLinkAboutEasternSupplyAddition_1tif119
EX, 15" RcIP
PROP. 15" RCP
VICINITY MAP
SCALE t"= 2000'
EX STREET ADDRESS b
CENERA L NO TES
VDOTCENERAL NOTES
Project Name:
WINCHESTER, VA 22601
Vl, All work on this project shall conform to the latest editions of the Virginia Department
of
43-((19))-39
1.
Methods and materials used in the construction of the improvements herein shall conform to the current
Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion! I
and
County construction standards and specifications and/or current VDOT standards and specifications.
Sediment Control Regulations and any other state, federal or local regulations applicabld.
In the
2.
Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
event of conflict between any of these standards, specifications or plans, the most string l
gent shall be
CURRENT USE
MANUFACTURING WAREHOUSE
must be provided prior to issuance of the site development permit. The approval of these plans in no way
govern.
PROPOSED USE
MANUFACTURING WAREHOUSE
0)
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
"o 6j-
110
Ln
Control Handbook.
Health Administration and VOSH Rules and Regulations,
LU
X
0)
4-)
1
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 temp)rary, shall
c>
(540) 722-3292
(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
T,
4.
Approval of this plan, does riot 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
BUILDING SETBACKS:
REQUIRE(: FRONT: 75' PROPOSED: FRONT:
150.00'
Bridge Specifications, Section 104.04-C.
WINCHESTER, VA 22602
SIDE: 25' SIDE:
26', 258'
required under State law.
(540) 662-4185
REAR: 25' REAR:
34-5'
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 utilitilEls,
including
M
PARKING CALCULATIONS LANDSCAPED AREA REQUIRED
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
traffic signal poles, junction boxes, controllers, etc, owned by VDOT or private utility coihpany.
the sole responsibility of the developer to locate and identify utility facilities or items, 'which
It is
may
(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 doles
not
SCALE1 N/A
ORDINANCES. ANY DEVIATION OR CHANGE
IN THESE PLANS SHALL BE APPROVED BY
responsible for providing guardrail and paved. ditches as determined by this joint inspection." Refer to
relieve the developer of this responsibility.
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
DESIGNED BY:
loo
PROPOSED BUILDING 4
TOTAL = 23,280 S.F,
23 280 F.
V5. Design features relating to field construction, regulations, and control or safety of traffic may
FREDERICK COUNTY ZONING ADMINISTRATOR DATE
16.
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
. / 231,674 S.F. = 0100
representative of the developer must be available at all times.
any field revision will be the responsibility of the developer.
'OSED BUILDING ENTRANCE
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
U) �D
c)
Control Devices (MUTCD).
land use permits for any work on VDOT right-of-way.
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-coqstruction conference must
)e arranged
ENVIRONMENTAL FEATURES
embankment.
and held by the engineer and/or developer with the attendance of the contractor, vario
s County
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.
W
W
Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed
V6. The contractor shall notify the local VDOT Residency Office when work is to begin or
cease for
1- 25 = 1 SPACE REQUIRED
EX. HANDICAP SPACES = 1
FLOODPLAINS 0
LAKES & PONDS 0
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.
OSED SANITARY LATERAL CLEANOUT
ZO
course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and
WETLANDS PL 1 AC, 0
Y)
1:4
Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true
V9. The contractor will be responsible for maintaining adequate access to the project fr
m the
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
'ARY MANHOLE IDENTIFIER
U2
LOADING SPACES
accordance with the Virginia Erosion and Sediment Control Handbook, Section 3,02. FurLhermore,
and prior to placement,
access to other properties affected by this project shall be maintained through construction.
The
DETENTION AREAS 0
Developer shall have, within the limits of the project, an employee certified by the Departmerit
of
Q)
All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion
and siltation
(f)
�10.
on the plans and as required at the field inspection.
control devices and measures for proper installation and deficiencies immediately after
3ach rainfall,
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.
I
be minimum 6" diameter and conform to VDOT standard SB-1.
VIO. Contractor shall ensure adequate drainage is achieved and maintained on the site
luring and
42,
Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
at the end of construction.
one litter receptacle shall be provided at the construction site,
V11. All water and sewer lines within existing or proposed VDOT right-of-way are to ha ,%e
minimum
�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,
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 slialI
be
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
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
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 repre3entative
sheets, and connections to existing lines.
shall be present to insure the sample obtained is representative of the location. When
soil samples
115.
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 project which will be accepted by VDOT and that testing shall be can
ucted
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority,
according to all applicable VDOT standards.
116.
The location of existing utilities shown in these plans are taken from existing records. It shall be the
V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer franc
es shall be
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO
T-99 Method
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
A, within plus or minus 2% of optimum moisture for the full width of any dedicated stil
6 eet
utility verification and the proposed construction.
right-of-way. At the direction of VDOT Inspector, density tests performed by a qualifie
117.
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 Specifi ations. A
tests shall be submitted to VDOT to final VDOT approval.
result of his construction project within or contiguous to the existing right-of-way.
copy of all prior
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 thes
plans and
must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site
further where determined necessary by VDOT Inspector,
development permits.
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way
shall
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.
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
20,
These plans identify the location of all known gravesites. Gravesites shown I on this plan will be protected
markings must be installed by the developer or at VDOT's discretion, by VDOT on an ac
aunt
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'
I
The
engineer must be notified immediately.
bottom of the sign shall be six (6) feet above the edge of pavement and the post steal
be installed
a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type
found on
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 Se
tion.
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
Contact the local VDOT Residency Office with any questions regarding sign material and i
�lacement.
22.
Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per. standard
V18. 'The developer must provide to the local VDOT office a list of all material sources prior
to
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-i
to the local VDOT Residency Office o acceptance of the work. Unit and
tmay
Vay must be
total prices
professional engineer and results submitted to Frederick County prior to pavement construction, If a
provided prior
be obscured. I
geotechnical. report has been prep ared, it should supersede the requirements in this note.
I
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 VD
T's Road and
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
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
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 opportunit,,,
to be
present during the construction and testing of the density control strip.
UTILITYCONTA CTS
V20. Asphalt concrete pavement shall be placed in accordance with the latest edition eel:
VDOT's Road
and Bridge Specifications- - Section 315. Density will be determined using the density cori'trol
strip as
specified in Section 315 and VTM-76. A certified compaction technician shall perform Uiese
tests.
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
P.O. Box 1877 P.O. Box 2400
shall be notified and given the opportunity to be present during the construction and testing
of the
Winchester, VA. 22604 Winchester, VA 22604
control strip.
(540) 868-1061 (540) 869-1111
V21. Approval of these plans shall expire three (3) years from the date of the approval
letter,
Power: Allegheny Power Phone: Verizon
V22. Final location of CG -12 Curb Ramps shall be determined by VDOT inspector.
P,O. Box 1458 P.O., Box 17398
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 SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES
SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY,
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.
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
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.
A�ql) COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND CDVER
TO
BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND
YOKE
BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALI, COMPONENTS OF THE METER BOX ASSEMBLY TC
BE IN
PROPER WORKING ORDER. IT 19 THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX
ASSEMBLY INSTALLED CORRECTLY.
E & S NA RRA TI VE
5. 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. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEG14.
B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND V WATER SERVICES.
he this is for the construction of a 2880 S. F. Warehouse Addition.
C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING
rHE
purpose of project
PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY.
ent Propgrties
THE AUTHORITY WILL INSTALL THE METER.
THE AUTHORITY WILL INSTALL ALL SEWER LATERALS.
Md'ac
- -
D.
e
adjacent properties are owned by James and Jessie Wilson, Lenoir City Co., and Rite Aid of Virginia, Inc.
6, WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE:
Erosion Control ProZrarn
A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS T O M AKE THE TAP.
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 WOFK
IS
�aini,enance Program
COMPLETED.
The contractor will inspect all erosion and sediment control measures after each rainfall and at least
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE
MANHOLE.
daily during prolonged rainfall. Damaged and/or deficient areas will be repaired or improved immediately
8, ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION
Furthermore,
the contractor will make a daily review of areas of construction activity to insure erosion
ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013,
A
control effectiveness, Additional measures will be installed immediately where deficiencies are found.
REMOTE READOUT IS REQUIRED.
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 ASSEMBY OR A
in the construction process, excluding the road surface.
RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR
1047.
A REMOTE READOUT IS REQUIRED.
119
EX, 15" RcIP
PROP. 15" RCP
VICINITY MAP
SCALE t"= 2000'
E
V)
SIGN
EX STREET ADDRESS b
240 McGHEE ROAD
EX. BUILDINGS = 13,200 S.F.
Project Name:
WINCHESTER, VA 22601
PARCEL IDENTIFICATION NO.
43-((19))-39
0
OP p
LOT AREA
5.3185 AC.
-DISTURBED AREA
2880 S.F.
& Telephone No.
CURRENT ZONING
M1
EX. OFFICE = 1,000 S.F, = 4 SPACES
231,674 S,F, - 161,100 S.F. = 70,574 S.F,
CURRENT USE
MANUFACTURING WAREHOUSE
E-4
C)
110
Cd
PROPOSED USE
MANUFACTURING WAREHOUSE
0)
W rn
BUILDING HEIGHT:
MAXIMUM ALLOWED = 60' PROPOSED = 16'
"o 6j-
110
Ln
SIGNS:
ALL SIGNAGE MUST CONFORM WITH THE
LU
X
0)
4-)
0i
r-
0) C- I
STANDARDS OF SECTION 165-30 OF
Ul
CU
c>
(540) 722-3292
THE FREDERICK COUNTY ZONING ORDINANCE,
Ql
X
T,
OUTDOOR LIGHTING:
EX. OUTDOOR LIGHTING FIXTURES
BUILDING SETBACKS:
REQUIRE(: FRONT: 75' PROPOSED: FRONT:
150.00'
0
WINCHESTER, VA 22602
SIDE: 25' SIDE:
26', 258'
F.A.R.
(540) 662-4185
REAR: 25' REAR:
34-5'
ICAP PARKING
TOTAL EXISTING SPACES 24
EX, BUILDINGS = 20,400 S.F.
M
PARKING CALCULATIONS LANDSCAPED AREA REQUIRED
DATE: 05/18/05
THESE PLANS ARE IN CONFORMANCE WITH
REQUIRED
257.
= 57,918 S.F.
SCALE1 N/A
ORDINANCES. ANY DEVIATION OR CHANGE
IN THESE PLANS SHALL BE APPROVED BY
(NO LANDSCAPED AREA
LOST DUE TO PROP ADDITION)
E
V)
SIGN
OFFICE = 1 SPADE PER 250 S.F.
WAREHOUSE 1 SPACE PER EMPLOYEE
EX. BUILDINGS = 13,200 S.F.
Project Name:
cc
UJ
EX. PAVED & GRAVEL. AREA = 147,900 S.F.
0
OP p
ICAP RAMP (CG-12)
TOTAL = 161,100 S.F.
E-4
& Telephone No.
iTES LOCATION OF, STD VDOT
2 AND�OR JURISDICTIONAL
DARD AMP CONSIR CTION
240 MCGHEE ROAD
EX. OFFICE = 1,000 S.F, = 4 SPACES
231,674 S,F, - 161,100 S.F. = 70,574 S.F,
Cu
WINCHESTER, VA 22604
E-4
C)
110
Cd
0
EX. WAREHOUSE = 0 EMPLOYEES
0)
W rn
1
C
d a
"o 6j-
110
Ln
_J _�_
>
,
Ln cu
LU
X
0)
4-)
0i
r-
0) C- I
W
Ul
CU
c>
(540) 722-3292
-C
U
Ql
X
Engineer Certifying Plan:
53:
PIT LOCATION
LA rn
0
WINCHESTER, VA 22602
TOTAL SPACES REQUIRED = 10
F.A.R.
(540) 662-4185
W
E
V)
SIGN
OFFICE = 1 SPADE PER 250 S.F.
WAREHOUSE 1 SPACE PER EMPLOYEE
EX. BUILDINGS = 13,200 S.F.
Project Name:
FABIRICATION 3 SPACES PER 4 EMPLOYEES
EX. PAVED & GRAVEL. AREA = 147,900 S.F.
0
OP p
ICAP RAMP (CG-12)
TOTAL = 161,100 S.F.
E-4
& Telephone No.
iTES LOCATION OF, STD VDOT
2 AND�OR JURISDICTIONAL
DARD AMP CONSIR CTION
240 MCGHEE ROAD
EX. OFFICE = 1,000 S.F, = 4 SPACES
231,674 S,F, - 161,100 S.F. = 70,574 S.F,
T.S.M., INC.
WINCHESTER, VA 22604
E-4
LNG INDICATOR
(540) 722-3292
EX. WAREHOUSE = 0 EMPLOYEES
70,574 S.F. 231,674 S.F. = 31%
Developer:
1
&, Telephone No.
'AYES THE NUMBER OF TYPICAL PARKING SPACES
240 MCGHEE ROAD
EASTERN SUPPLY
WINCHESTER, VA 22604
PROP. ADDITION 0 EMPLOYEES
(540) 722-3292
Engineer Certifying Plan:
Address, Including Zip Code
PIT LOCATION
t 5 WINDY HILL LANE
GREENWAY ENGINEERING
WINCHESTER, VA 22602
TOTAL SPACES REQUIRED = 10
F.A.R.
(540) 662-4185
PROFESSIONAL SEAL & SIGNATURE
ICAP PARKING
TOTAL EXISTING SPACES 24
EX, BUILDINGS = 20,400 S.F.
APPROVAT�
DATE: 05/18/05
THESE PLANS ARE IN CONFORMANCE WITH
0
SCALE1 N/A
ORDINANCES. ANY DEVIATION OR CHANGE
IN THESE PLANS SHALL BE APPROVED BY
EX. SPACES LOST DUE TO
PROP. ADDITION = 2880 S.F.
"LES PER DAY COUNT
DESIGNED BY:
loo
PROPOSED BUILDING 4
TOTAL = 23,280 S.F,
23 280 F.
CONSTRUCTION.
FREDERICK COUNTY ZONING ADMINISTRATOR DATE
AS
. / 231,674 S.F. = 0100
SITE PLAN VALID FOR (5)
FIVE YEARS FROM DATE OF PLANNING DEPT APPROVAL
'OSED BUILDING ENTRANCE
TOTAL REMAINING SP -'E-)' 20
A( -
Z
U) �D
c)
NO ADDITIONAL EMPLOYEES ARE PROPOSED
LNG STREET LIGHT
ii
ENVIRONMENTAL FEATURES
0-4
HANDICAP PARKING
FEATURE EX. ACREAGE
W
W
OSED STREET NAME SIGN
+
1- 25 = 1 SPACE REQUIRED
EX. HANDICAP SPACES = 1
FLOODPLAINS 0
LAKES & PONDS 0
F-i
1_4
OSED SANITARY LATERAL CLEANOUT
ZO
WETLANDS PL 1 AC, 0
Y)
1:4
'ARY MANHOLE IDENTIFIER
U2
LOADING SPACES
QLESTORM 0
NATU WATER
REQUIRED: 1 PER 40,000 S.F. OF FLOOR AREA
DETENTION AREAS 0
A DRAIN STRUCTURE IDENTIFIER
Q)
TOTAL FLOOR AREA = 23,280 S.F.
SPACES REQUIRED 1
STEEP SLOPES PL 15% 0
(f)
E-4
=
WOODLANDS 0
V)
SPACES PROVIDED = 2
mug "IN -0
MW
15" OAK 15" PINE!
15" OAK 15" PINE'!
COVER SHEET
SITE PLAN
SHEET 1
SHEET 2
SEAL
CO VER SHEET
Project Name:
EASI"ET U
R'N ST TP "'TY"
OP p
Owner:
Address, Including Zip Code
& Telephone No.
240 MCGHEE ROAD
MARK D, SMITH
T.S.M., INC.
WINCHESTER, VA 22604
,-0 _rg
No,022837
(540) 722-3292
'72"
Developer:
Address, Including Zip Code
&, Telephone No.
"01VAL
240 MCGHEE ROAD
EASTERN SUPPLY
WINCHESTER, VA 22604
(540) 722-3292
Engineer Certifying Plan:
Address, Including Zip Code
& Telephone No.
t 5 WINDY HILL LANE
GREENWAY ENGINEERING
WINCHESTER, VA 22602
(540) 662-4185
PROFESSIONAL SEAL & SIGNATURE
APPROVAT�
DATE: 05/18/05
THESE PLANS ARE IN CONFORMANCE WITH
COUNTY OF FREDERICK STANDARDS AND
SCALE1 N/A
ORDINANCES. ANY DEVIATION OR CHANGE
IN THESE PLANS SHALL BE APPROVED BY
DESIGNED BY:
THE ZOINING ADMINISTRATOR PRIOR TO
CONSTRUCTION.
FREDERICK COUNTY ZONING ADMINISTRATOR DATE
AS
JOB NO. 0617
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 SHEET 1 OF 02