HomeMy WebLinkAbout29-00 Clariant (Revision) - Shawnee - Backfile (2)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 responsibilities contained in the Virginia Siltation and Erosion
Control Handbook.
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
(VDOT) and Frederick County prior to construction in existing State right-of-way.
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
required under State law.
5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
(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 available at the construction site. Also, a
representative of the developer must be available at all times.
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
Control Devices (MUTCD).
8. All unsuitable material shall be removed from the construction limits of the roadway before placing
embankment.
9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less
than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
on the plans and as required at the field inspection.
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
be minimum 6" diameter and conform to VDOT standard SB-1.
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
one litter receptacle shall be provided at the construction site.
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
condition at all times.
14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
sheets, and connections to existing lines.
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
standards and specifications of City of Winchester.
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 City of Winchester 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 gravesites 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 ben 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 than ten (10) working days, prior to commencement
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
Water/Sewer: City of Winchester
Phone: Bell -Atlantic
P.O. Box 17398
Baltimore, MD 21297
(301) 954-6282
Power: Allegheny Power
P.O. Box 1458
Hagerstown, MD 21741
1-800-654-3317
Gas: Shenandoah Gas Co.
P.O. Box 2400
Winchester, VA 22604
(540) 869-1111
MISS UTILITY 1-800-257-7777
V1.
All work on this project shall
conform to the latest editions of the Virginia Department of
Transportation (VDOT) Road aid
Bridge Specifications, and Standards, The Virginia Erosion
and Sediment Control Regulat
ons and any other state, federal, or local regulations
applicable. In the event of c
nflict between any of these standards, specifications or
plans, the most stringent sha
I govern.
V2.
All construction shall comply
Nith the latest U.S. Department of Labor Occupational
Safety & Health Administratio
and VOSH Rules & Regulations.
V3.
When working on 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 contro
flaggers must be certified in accordance with VDOT's
January, 1994 (or latest edition
of) Road & Bridge Specifications, Section 104.04-C.
V4.
Design features relating to construction
or to regulation, control and safety of traffic may
be subject to change as deemed
necessary by VDOT.
V5.
Prior to initiation of work, Co
tractor shall be responsible for acquiring all necessary VDOT
land use permits for any work
on VDOT right-of-way.
V6.
If required by the local VDOT
Residency Office, a preconstruction conference must 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.
V7.
Contractor shall notify the local
VDOT Residency Office when work is to begin or cease for
any undetermined length of ti
e. VDOT will also require 48 hours notice for any
inspection.
V8.
The Contractor will be responsible
for maintaining adequate access to the project from the
adjacent public roadway through
construction and maintenance of a construction entrance
in accordance with the Vir inia
Erosion & Sediment Control Handbook Sec 3.02.
Furthermore, access to other
properties affected by this project shall be maintained
through construction.
V9.
Contractor shall ensure adequate
drainage is achieved and maintained on the site during
and at the end of constructs
n.
V10.
All water and sewer lines within
existing or proposed VDOT right-of-way are to have
minimum 36" cover and, wher
possible, to be installed under roadway drainage facilities.
V11.
Any unusual subsurface condi
ions encountered during the course of construction shall be
immediately brought to the a
tention 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.
V12.
All undercut areas and borro
material shall be inspected and approved by VDOT Inspector
prior to placement of fill.
V13.
All roadway fill, base, subsurface
material and backfill of utility/storm sewer trenches shall
be compacted in 6" lifts to
5% 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 Inspector density tests
performed by a qualified independent
agency shall be conducted as required in the VDOT
Road and Bridge Specification
s. A copy of all tests shall be submitted to VDOT prior to
final VDOT approval.
V14.
VDOT Standard CD and UD underdrains
shall be installed where indicated on these plans
and further where determined
necessary by VDOT Inspector.
V15.
The installation of any entrances
and mailboxes within any dedicated street right-of-way
shall meet VDOT minimum de
ign standards and is the developer's responsibility.
V16.
If required by the local VDOT
Residency Office, copies of all invoices for materials within
any dedicated street right-of-way,
must be provided to the VDOT Inspector prior to
acceptance of work. Unit and
total prices may be obscured.
V17.
Prior to acceptance by VDOT
of any streets, any required street signage and/or pavement
markings must be installed b
the developer or, at VDOT's discretion, by VDOT on an
account receivable basis.
I
TRIP
GENERA TION DA
CLASS
USE
PER FERSON
NO. EMPLOYEES
TRIP RATE
VPD
HIS R
VISION WILL
NOT
AFFECT
TRIP GENERATION
EXISTING INTERMEDIATE CONTOUR _
-
33 -
EXISTING INDEX CONTOUR _._....
.__-_._....__._ 330
PROPOSED CONTOUR _-__...____.._
40
EX._ E/P�-
EXISTING EDGE OF PAVEMENT - - - -----
A
PROP E/P
PROPOSED EDGE OF PAVEMENT
EX CBcG
EXISTING CURB AND GUTTER
PROP C&G
PROPOSED CURB AND GUTTER
CG-6
CG-6R
Y
TRANSITION FROM CG-6 TO CG-6R
=
EXISTING TELEPHONE LINE
L
PROPOSED TELEPHONE LINE
T T
EX. 15" RCP
EXISTING STORM SEWER
PROP. 15" RCP
PROPOSED STORM SEWER
-.
EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER
EXISTING ELECTRIC SERVICE
PROPOSED ELECTRIC SERVICE
EXISTING GAS LINE
PROPOSED GAS LINE
PROPERTY LINE
FLOW LINE ._ ..._
.. .... - ... ... ... ,
FENCELINE
EXISTING POWER POLE
EXISTING TELEPHONE POLE
EXISTING WATERLINE W/ TEE
W IT!
PROPOSED WATERLINE W/ TEE -w
' T
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EXISTING FIRE HYDRANT
c$a
EXISTING WATER VALVE
PROPOSED WATER METER
m
EXISTING REDUCER
w F> w
PROPOSED REDUCER
STOP SIGN
HANDICAP RAMP (CG-12)
DENOTES LOCATION OF STD VDOT
CG-12 AND[OR JURISDICTIONAL
STANDARD I AMP CONSTRUCTION
PARKING INDICATOR
12
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
TEST PIT LOCATION
HANDICAP PARKING
H/C
VEHICLES PER DAY COUNT
100
PROPOSED BUILDING ENTRANCE
EXISTING STREET LIGHT
PROPOSED STREET NAME SIGN
+
PROPOSED SANITARY LATERAL CLEANOUT
ZO
SANITARY MANHOLE INDENTIFIER
12
STORM DRAIN STRUCTURE IDENTIFIER
O
EASEMENT LINE - -
- - - -
CENTERLINE
-
EXISTING SPOT ELEVATION
12.0
PROPOSED SPOT ELEVATION
715 3
EXISTING TREE DRIP LINE
EXISTING TREE 15" OAK 15" PINE
OAK
PROPOSED TREE
COVER SHEET
PLAN
PLAN
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PROJECT INFO MATION
STREET ADDRESS 382 VICTORY ROAD
WINCHESTER, VA. 226'
4
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MAGISTERIAL DISTRICT SHAWNEE
PARCEL IDENTIFICATION NO. 64-9-2
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LOT AREA 3.1164 AC
DISTURBED AREA 4,270 S.F.
CURRENT ZONING M-1
CURRENT USE OFFICE/WAREHOUSE
PROPOSED USE OFFICE
SETBACKS - BUILDING: FRONT: 75'
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SIDE: 25'
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REAR: 25'
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BUILDING HEIGHT: MAXIMUM 60' PROPOSED HEIGI
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SIGNS: NONE PROPOSED
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OUTDOOR LIGHTING: EXISTING
4�
4
OUTDOOR STORAGE: NONE PROPOSED
F.A.R. CALCULATIONS
W
LOT AREA = 3.1164 AC = 135,750.38 S.F.
E-
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EX. BUILDING = 38,4,00 S.F.
e
PROPOSED OFFICE = 2,500 S.F.
A
TOTAL = 40,900 S.F.
40,900 / 135,750.38 = 0.30 (F.A.R.)
PARKING CALCULATIONS
REQUIRED: OFFICE - 1 SPACE PER 250 S.F.
PROPOSED OFFICE = 2,500 S.F.
2,500 / 250 = 10 SPACES REQUIRED
PROPOSED SPACES = 11
EX. OFFICE = 2,600 S.F.
PROP. OFFICE = 2,500 S.F.
TOTAL = 5,100 S.F.
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5,100 / 250 = 20.4 SPACES REQUIRED
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EMPLOYEES = 14 = 14 SPACES REQUIRED
TOTAL SPACES REQUIRED = 35
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EX. STANDARD SPACES = 23
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EX. HANDICAPPED SPACES = 2
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TOTAL EX. SPACES = 25
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PROPOSED SPACES = 11
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TOTAL SPACES PROVIDED = 36
W Q
LANDSCAPED AREA REQUIRED = 0.78 AC. = 25%
►-+
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LANDSCAPED AREA PROVIDED = 1.34 AC. = 43%
FINAL
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APPROVED
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LOT LANDSCAPING
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REQUIRED - I TREE PER 40' OF PARKING PERIMETER
INTERIOR - I TREE PER 10 PARKING SPACES
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12
PERIMETER = 175' / 40 = 5 TREES
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10 SPACES = 1 TREE
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TOTAL REQUIRED = 6
TOTAL PROVIDED = 6
C
UT OF PLANNING/DEVELOPMENT,
PROPOSED NEW OFFICE WILL NOT
GENERATE ADDITIONAL EMPLOYEES
RWARKVDK:ZlTH
No.022837
OLl�'
Z4/�%IQNAL
PROFESSIONAL SEAL & SIGNATURE
THESE PLANS ARE IN CONFORMANCE WITH
COUNTY OF FREDERICK STANDARDS AND
ORDINANCES. ANY DEVIATION OR CHANGE
IN THESE PLANS SHALL BE APPROVED BY
THE ZONING ADMINISTRATOR PRIOR TO
CONSTRUCTION.
COVER , ►H_r"FET
Project Name:
CLAR ANT
Owner: A. Iress, Including Zip Code & Telephone No.
P.O. BOX 2097
NORTH FREDERICK REALTY WINCHESTER, VA 22604
540-665-0693
Developer: A, Tress, Including Zip Code & Telephone No.
SAME AS ABOVE
Engineer Certifying Plan: X Iress, Including Zip Code & Telephone No.
151 WINDY HILL LANE
GREENWAY ENGINEERING WINCHESTER, VA 22602
(540) 662-4185
APPROVAL DATE: 05-23-00
SCALE: N/A
DESIGNED BY:
FREDERICK COUNTY ZONING ADMINISTRAT )R DATE AS
SITE PLAN VALID FOR (5) FIVE YEARS FROM )ATE OF APPROVAL FILE NO. 2658
* F.C.S.A. APPROVAL VALID FOR (2) TWO YEARS FF )M DATE OF APPROVAL SHEET 1 OF 3
..
1
A
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Site Development SU Tn rn arX ALL CONNEC77ONS IFEs VAL WS £TG REOVIRED
VARIES EXISTING LOT AREA 3.1164 AC. BY THIS SITE PLAN 70 BE PRONDED COwmrNT FINAL' SITE PLE v
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PARCEL IDENTIFICATION NUMBER TM 64-9-2 wT /RED BYTTHE AEROC£N7H LUT 4AS/TF PLA7ER MA N AP
R ATE 1�
OLD-
�o. o. r, c�c-r ZONING M 1
12 �` APPROVED 1/20/Y6
CURRENT USE VACANT
1/4• / F7 _ ^ � PROPOSED USE WAREHOUSE
BUILDING RESTRICTION LINE RECUIREMENTS:
• FRONT 75'
r sw-2A EX, PAVEMENT SIDE 25'
r OW-2 , REAR 25'
\-C- 218
ARBOR COURT WIDENING NO
OFFICE FLOOR AREA i 2,600 SF /
ULTIMATE WAREHOUSE FLOOR AREA 35,800 SF
ULTIMATE EMPLOYEE ESTIMATE 14
� 1
STD. PARKING SPACES REQUIRED 25 (11250 SF OFFICE=11, 1/EMPLOYEE=14) //,� / ► /
HANDICAP SPACES REQUIRED 1
A, STD. PARKING SPACES PROVIDED 23
HANDICAP SPACES PROVIDED 2
AL- - -��-6��9�45� � i OTAI SPACES PROVIDED 25 ?� ; /
/ Q 4. j V� f��N�� Bp /NG+F�' �h�� LOADING SPACES REQUIRED 1 (1140,000 SF BUILDING FLOOR AREA) �o // /
q q -- •� / / �/�%•err F. •,.. 'Op0 68SFc C.0p LOADING SPACES PROVIDED 7
�e.� f/�Iiir ��EOq' '• LANDSCAPED AREA REQUIRED 0.78 AC. (257)
`O��l� r' �j Q�Gt LANDSCAPED AREA PROVIDED 1.44 AC. (467)
ov o�� r';�. \ / F �� ;� �> :40
vie SF :Q'• I
4 `\ E ;� \ ,: - ,�, I i S F.q • p; girl, DISTURBED AREA 2.79 AC. / I EX. MH
�y J 4'"" ol',_ x6,�• C /4,p�C. FAR 327 (0.9963/3.1164=0.32) `�� /� f' l RIM=707.50
C�.`'• URir
'• 1''•• (s�-�,. / / INV•OUT-697.81
�\ \ /� _e9 �� ,':�"'''� NOTE: NO OUTSIDE STORAGE IS PROPOSED. .�;•'. // / / / , LATERAL INV. 1N=698.00
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.� / ' �' I / 6• \ \ `l 697SS ' l:.; �dC , NO ENVIRONMENTAL FEATURES EXIST ON THIS SITE.
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USE: INDUSTRIAL
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MOUNTS' SiGNAGE , /' / EX. 80'-23"xl4" RCEP 0 0.43' LEGEND
VAN ACCJ_C.SSIBLE r ' INV!OUT=697.90
HANDICAP P
L O , D M ARKING _ r.- - / EXTEND EX• CUL VERT ,• .
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h 20 -2.� x14 ,4CEP ®0.439' 8 21-B, 3 8M-2, 2 Si -2A
INV OUT=597. 81
-77
21, O SF Warehouse / POWER POLE "
29,000 F Total Id Areo I f •� / / /l TO SE REL 0CA TED EX. 6 21-8
/ 1 F r F-70J..0 ) PROP. 6" 1 B
B/dg. Heigh t = 20 " 2,600,1 S k IV
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/ ,/ / ✓'' / ` ~ - 699 r'� / T.• PROPOSED GRADE
698
- _ 15 ANOOAN / " - 6 8 - -
!' _ - GAS. COMPA g EX1S TING GRADE
--•�.— _ Ex 20 PERA NENT- TER - -- — _ DB 749 P. y»,� 11 / / P - EX. OVERHEAD POWER & TELE. LINE
- r , cc�iFf� 8,:, p - - _ _ _ — _ - RESTRICTION
_ ��- BUILDING R RICTION 01
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SILT FENCE MAIN
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Cl PREDEVELO►AMENT ORA/NA E AREA
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RTE. 728 - VIC RY ROAD ° - ,_ --- - -' - ..t - - - - - ,
UNPOSTED SPEEDLIMIT TAP TO BE MADE-� - _ _ -- -- -
_...- A. 1500' TO RIE 6 1
i _ 451 ?400' TO RTE' 50
-t550' SIGHT D/STANCE ,SSO f
( IN FEET )
inttm W I inch = 30 ft.
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CURVE I RADIUS LENGTH TANGENT CHORD ' BEARING DELTA
Cl 35.00' 43.54 25 In, 40 79' S 0873'15" W 71'17 01
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PR wEcT No. 9248
DATE, V6/96
SHEET 2 op 3
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NAME
HEIGHT AT TIME
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REMARKS
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FIN OAK
TIME OF
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PLANTI N6
NOTE: NO UTILITIES PROPOSED
FOR THIS PROJECT.
.ANY FUTURE UTILITIES TO BE
PLACED UNDERGROUND.
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DATE: 05- 23-00
SCALE: I" = 30'
DESIGNED BY- AS
FILE NO. 2658
x
SHEET 3 OF 3
GENERAL NOTES I VD�T GENERAL NOTES I EGEND VICINITY MAP
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 responsibilities contained in the Virginia Siltation and Erosion
Control Handbook.
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
(VDOT) and Frederick County prior to construction in existing State right-of-way.
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
required under State law.
5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
(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 available at the construction site. Also, a
representative of the developer must be available at all times.
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
Control Devices (MUTCD).
8. All unsuitable material shall be removed from the construction limits of the roadway before placing
embankment.
9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less
than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
on the plans and as required at the field inspection.
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
be minimum 6" diameter and conform to VDOT standard SB-1.
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
one litter receptacle shall be provided at the construction site.
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
condition at all times.
14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
sheets, and connections to existing lines.
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
standards and specifications of City of Winchester.
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 City of Winchester 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 gravesites 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 ben 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 than ten (10) working days, prior to commencement
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
Water/Sewer: City of Winchester
Phone: Bell -Atlantic
P.O. Box 17398
Baltimore, MD 21297
(301) 954-6282
Power: Allegheny Power
P.O. Box 1458
Hagerstown, MD 21741
1-800-654-3317
Gas: Shenandoah Gas Co.
P.O. Box 2400
Winchester, VA 22604
(540) 869-1111
MISS UTILITY 1-800-257-7777
V1. All work on this project shall Iconform to the latest editions of the Virginia Department of
Transportation (VDOT) Road and
Bridge Specifications, and Standards, The Virginia Erosion
and Sediment Control Regulations
and any other state, federal, or local regulations
applicable. In the event of c
nflict between any of these standards, specifications or
plans, the most stringent shall
govern.
V2.
All construction shall comply
with the latest U.S. Department of Labor Occupational
Safety & Health Administration
and VOSH Rules & Regulations.
V3.
When working on VDOT right-
f-way, all traffic control, whether permanent or temporary,
shall be in accordance with t
e current edition of VDOT's work area protection manual.
Furthermore, all traffic control
flaggers must be certified in accordance with VDOT's
January, 1994 (or latest edition
of) Road & Bridge Specifications, Section 104.04-C.
V4.
Design features relating to construction
or to regulation, control and safety of traffic may
be subject to change as deerned
necessary by VDOT.
V5.
Prior to initiation of work, Contractor
shall be responsible for acquiring all necessary VDOT
land use permits for any work
on VDOT right-of-way.
V6.
If required by the local VDOT
Residency Office, a preconstruction conference must 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.
V7.
Contractor shall notify the local
VDOT Residency Office when work is to begin or cease for
any undetermined length of time.
VDOT will also require 48 hours notice for any'
inspection.
V8.
The Contractor will be responsible
for maintaining adequate access to the project from the
adjacent public roadway through
construction and maintenance of a construction entrance
in accordance with the Virainio
Erosion & Sediment Control Handbook Sec 3.02.
Furthermore, access to, other
properties affected by this project shall be maintained
through construction.
V9.
Contractor shall ensure: adequ
to drainage is achieved and maintained on the site during
and at the end of construction.
V10.
All water and sewer lines within
existing or proposed VDOT right-of-way are to have
minimum 36" cover and, when
possible, to be installed under roadway drainage facilities.
V11.
Any unusual subsurface condi
ions 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
V12.
All undercut areas and borrow
material shall be inspected and approved by VDOT Inspector
prior to placement of fill.
V13.
All roadway fill, base, subsurface
material and backfill of utility/storm sewer trenches shall
be compacted in 6" lifts to
5% 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 Inspector density tests
performed by a qualified 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.
V14.
VDOT Standard CD and UD u
derdrains shall be installed where indicated on these plans
and further where determined
necessary by VDOT Inspector.
V15.
The installation of any entrances
and mailboxes within any dedicated street right-of-way
shall meet VDOT minimium de
ign standards and is the developer's responsibility.
V16.
If required by the local VDOT
Residency Office, copies of all invoices for materials within
any dedicated street right -of
I way, must be provided to the VDOT Inspector prior to
acceptance of work. Unit anQi
total prices may be obscured.
Iof
V17.
Prior to acceptance by VDOT
any streets, any required street signage and/or pavement
markings must be installed b
the developer or, at VDOT's discretion, by VDOT on an
account receivable basiis.
I
CLASS USE PER FERSON NO. EMPLOYEES TRIP RATE VPD
r :
HIS R V-SION WILL
NO AFFECT
TRIP GENERATION
EXISTING INTERMEDIATE CONTOUR
33 .
EXISTING INDEX CONTOUR _.. 330
PROPOSED CONTOUR 40
EXISTING EDGE OF PAVEMENT __...___.. _ ___...EX E/P-.______.-._
PROPOSED EDGE OF PAVEMENT PROP E/P
EXISTING CURB AND GUTTER EX C&G
PROPOSED CURB AND GUTTER _ PROP C&G
TRANSITION FROM CG-6 TO CG-6R
EXISTING TELEPHONE LINE -
PROPOSED TELEPHONE LINE
EXISTING STORM SEWER
PROPOSED STORM SEWER
EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER
EXISTING ELECTRIC SERVICE
PROPOSED ELECTRIC SERVICE
EXISTING GAS LINE
PROPOSED GAS LINE
PROPERTY LINE
FLOW LINE ..._ ... -� ... _ .. ... _,
FENCELINE ___. _..,._--.__.
EXISTING POWER POLE -�
EXISTING TELEPHONE POLE b
EXISTING WATERLINE W/ TEE w- IT!
PROPOSED WATERLINE W/ TEE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
PROPOSED WATER METER
EXISTING REDUCER
PROPOSED REDUCER -
STOP SIGN
HANDICAP RAMP (CG-12)
DENOTES LOCATION OF STD VDOT
CG-12 Ali JURISDICTIONAL
STANDARD KAMP CONSTRUCTION
PARKING INDICATOR
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
TEST PIT LOCATION
HANDICAP PARKING
VEHICLES PER DAY COUNT
PROPOSED BUILDING ENTRANCE
CG-6 CG-6R
T T
EX. 15" � RCP
�. PROP. 15" RCP
EXISTING STREET LIGHT
PROPOSED STREET NAME SIGN
PROPOSED SANITARY LATERAL CLEANOUT
SANITARY MANHOLE INDENTIFIER
STORM DRAIN STRUCTURE IDENTIFIER
EASEMENT LINE
CENTERLINE
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
EXISTING TREE DRIP LINE
EXISTING TREE
PROPOSED TREE
COVER SHEET
PLAN
PLAN
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100
10
12
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715 3
15" OAK 15" PINE
OAK
SHEET INDEX
SHEET
1
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SHEET
2
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SHEET
3
OF 3
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ARK D. SMITH
No.022837
SjONAL -
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PROJECT INFORMATION
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STREET ADDRESS 382 VICTORY ROAD
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WINCHESTER, VA. 22& 4
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MAGISTERIAL DISTRICT SHAWNEE
PARCEL IDENTIFICATION N.O. 64-9-2
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LOT AREA 3.1164 AC
DISTURBED AREA 4,270 S.F.
CURRENT ZONING M-1
CURRENT USE OFFICE/WAREHOUSE
PROPOSED USE OFFICE
SETBACKS - BUILDING: FRONT: 75'
Z
SIDE: 25'
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REAR: 25'
OO
BUILDING HEIGHT: MAXIMUM 60' PROPOSED HEIGF T = 20'
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SIGNS: NONE PROPOSED
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OUTDOOR LIGHTING: EXISTING
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OUTDOOR STORAGE: NONE PROPOSED
F.A.R. CALCULATIONS
W
LOT AREA = 3.1164 AC = 135,750.38 S.F.
c
EX. BUILDING = 38,400 S.F.
A
e
PROPOSED OFFICE = 2,500 S.F.
TOTAL = 40,900 S.F.
40,900 / 135,750.38 = 0.30 (F.A.R.)
PARKING CALCULATIONS
REQUIRED: OFFICE - 1 SPACE PER 250 S.F.
PROPOSED OFFICE = 2,500 S.F.
2,500 / 250 = 10 SPACES REQUIRED
PROPOSED SPACES = 11
EX. OFFICE = 2,600 S.F.
E'
PROP. OFFICE = 2,500 S.F.
C7
TOTAL = 5,100 S.F.
5,100 / 250 = 20.4 SPACES REQUIRED
p
EMPLOYEES = 14 = 14 SPACES REQUIRED
TOTAL SPACES REQUIRED = 35
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EX. STANDARD SPACES = 23
EX. HANDICAPPED SPACES = 2
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TOTAL EX. SPACES = 25
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PROPOSED SPACES = 11
p-+ 0
E-i
TOTAL SPACES PROVIDED = 36
Q
AREA REQUIRED 0.78 AC. 25%
LANDSCAPED = =
0-4
U)
�4
LANDSCAPED AREA PROVIDED = 1.34 AC. = 43%
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PARKING LOT LANDSCAPING
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REQUIRED - I TREE PER 40' OF PARKING PERIMETER
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INTERIOR - I TREE PER 10 PARKING SPACES
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PERIMETER = 175' / 40 = 5 TREE
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10 SPACES = 1 TREE
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TOTAL REQUIRED = 6
TOTAL PROVIDED = 6 DEPT,OFPLANNING/DEVELOPMENT
PROPOSED NEW OFFICE WILL NOT FINAL SITE PLAN
GENERATE ADDITIONAL EMPLOYEES APPROVED
DATF__k_'� V _*Da
,S', to Pio,^.... #
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PROFESSIONAL SEAL & SIGNATURE
THESE PLANS ARE IN CONFORMANCE WITH
COUNTY OF FREDERICK STANDARDS AND
ORDINANCES. ANY DEVIATION OR CHANGE
IN THESE PLANS SHALL BE APPROVED BY
THE ZONING ADMINISTRATOR PRIOR TO
CONSTRUCTION.
CO VER , H_r"T"ET
Project Name:
CHAR ANT
Owner: A, jress, Including Zip Code & Telephone No.
P.O. BOX 2097
NORTH FREDERICK REALTY WINCHESTER, VA 22604
540-665-0693
Developer:
SAME AS ABOVE
Engineer Certifying Plan:
GREENWAY ENGINEERING
APPROVAL
A, Tress, Including Zip Code & Telephone No.
A, Tress, Including Zip Code & Telephone No.
151 WINDY HILL LANE
WINCHESTER, VA 22602
(540) 662-4185
FREDERICK COUNTY ZONING AD ISTRAT )R DATE
* SITE PLAN VALID FOR (5) FIVE YEARS FROM )ATE OF APPROVAL
* F.C.S.A. APPROVAL VALID FOR (2) TWO YEARS FF )M DATE OF APPROVAL
DATE: 05-23-00
SCALE: N/A
DESIGNED BY:
AS
FILE NO. 2658
SHEET 1 OF 3
AM
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VA 4
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12,
1/I' / FT.
4x, PAVEMENT
Site Development SummorX
ALL CONNECnONS , 7E£S VAL V£S, E7C RELY//RED
FINAL SITE PLf V
EXISTING LOT AREA
3.1164 AC.
BY THIS SITE PLAN A0 BE PROVIDED C&NC/DENT
R
PARCEL IDENTIFICATION NUMBER TM 64-9-2
WfTH THE /NSTALLA7JON OF TH£ 8" WATER MAIN
REOU/RED BY 7N£ AEROCEN R LOT 4 S17E PLAN
_ nAP
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ZONING
M-1
ATE-
CURRENT USE
VACANT
APPROVED 1/20/96
PROPOSED USE
WAREHOUSE
BUILDING RESTRICTION
LINE RECUIREMENTS:
FRONT
75'
SIDE
25'
'
\\r SM-�
r aw-2 , REAR 25'
'--8- 218
ARBOR COURT WIDENING
OFFICE FLOOR AREA Z600 SF /
'r � ���/ � / �r / \1•. -`� l � •' � • L O TI 4 1 ULTIMATE WAREHOUSE � FLOOR AREA 3,800 SF
ULTIMATE EMPLOYEE ESTIMATE
�
��; STD. PARKING SPACES REQUIRED 25 (1/250 SF OFFICE=11, 1/EMPLOYEE=14)
P .� c- \ I /
._ � � ;�"�• . �HANDICAP SPACES REQUIRED 1
, STD. PARKING SPACES PROVIDED 23
J
HANDICAP SPACES PROVIDED 2
ail �h - t� t • . O
�f?- L , / , , g 7� FF N�� `9�• TOTAL SPACES PROVIDED 25Ir
LOADING SPACES REQUIRED 1 SF BUILDING FLOOR AREA)
�� -� QV'��'� V�---����� '�J / '.'. •�,J, ,' , '8p00O � j6B /NCya 70?�7 � (1140,000
�• .� Q ►� ' - — -- - ` •\ %,�rr. _ .. . �, �`iCyT •O0 LOADING SPACES PROVDED 7
�qR LANDSCAPED AREA REQUIRED 0.78 AC. (259)
/ \ / , /• !
C� V q� Fh'O ? A♦ LANDSCAPED AREA PRO VIDEO 1.44 AC. 4690 ,
4ti � O/4% , %� h,\ . , / c<' tJk
j D1 STURBED AREA ( ) .� l..Q. � l
tiC q 2.79 AC. - !/ / j EX. MH
R FAR 327 0.9963 3.1164=0.32 RIM- 701.50
l - f. ( / )
NOTE: NO OUTSIDE STORAGE IS PROPOSED. -
�' \ :� �'•' / �r LATERAL INVOUT=NV.SN=698.00
.Z�',.'`697ss !- - �; NO ENVIRONMENTAL FEATURES EXIST ON THIS SITE.
69
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/ 11 `/7 ; - . i.. �' i` ` ,gip \ :�' .,.� -, ., • :. �' � '?�� l Jy, � ! l ' / /
o�1'H FRED�RIGt�_ RE+�CI'`i a . _' ... •� , ;/ : • ... :. .. , , . .. ti � /
�.o FEDERAL EXPRESS r STI / .,:• ,: - -� o+ .�...'- �, , /
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� USE: INDUSTRIAL p� •• •
TM 64-9-1/ O !` '"' ►.:ems _ �` % • v / /
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R/PRAP INLET I ..', g'0�I
PROTECT/ON r :, ,,Q�.
18 HIGH BERM I :r-`�, <; . �,. \ S ! ,' I / T1I6�1 (4) PCL 80R
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USE o. o• T .,,
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_ DB 850 PG. 665
R/PRAP CHECK DAM
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4 H1G US V.D.O. T. r'• •i ?. r � •/ ? K, E ,. _ ., l •-! / l LSE. CO�LIII�IERCIAL & INDLSTRIAL
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••• •;' '. ' ''' • a 19 _ '• � � J �P / {�fi In(� . � /���' _ _ - J.-Lt 1ESRILER EQUIP_VIE1V7; INC.
Ex DB 895 PG. 463
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ZONED: �--1
OOW MET L .HALE/� WALL PA L K C,0 r,.. '` / �; / / U
FIRE LA STRiP£ '5' CONC S WALK
AND PRO OE WALL '
.. •�• • '• + / , t, � i r ;� � MOUNS/GNACE ! _ EX. 80'-23"x l4 RCEP ®0.43LEGEN
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VAN ACC`�SBLE INVOUT 697.90q)
:�. .•�- y � � ,C � Y I HANDICAP PARKING �• ' �'''
_,p, L D Si MOUNT ON -- - / / EXTEND EX. "CUL VERT ,
•� h C `^ t�#' 4 8 21-8 3 dM 2 2 Si-2�a
20 -2.� "x 14 f4CEP ®0 .i3L ,
IN V• OUT- 697.81
F - �r POA'ER POLE
l / J S Wo ehouse
i f / TO B R OCA TED
29,000 r EX. 6" 21-8
F
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70.j O fl . - r`h ' // - PROP. 6" '11- B
! / , / J Bldg. Heigh OAF/ E 600,
8 ;/'•' i
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702
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�04 / , �+ 698699 PROPOSED GRADE
698
_ _ _ 5�r AHDOAH GAS COMP 8 EXISTING GRADE
Ex 20 PERMANFNi MR - A _ oB 74_; r»,� , P -- EX. OvERHEAO POWER & TELEr. LINE
B 838`P 9 BUILDING RESTRICTION Lit
• _ _ter y: / ,r .•. _.. .. —ter•/ _i( - - -�_ -_.. --- -`_ ---_ �EXISTING GAS MAIN
-/ - - - - - - � -- - -- - -- i'r - EX. WA TER MAIN
S 43�6'20" by 456. - - - - -- - - -t7_ -' / , x _ S1L T FENCE
ORA/NACE ARc"A TO EX 15" CULYFRT -
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L'"""------- --'----� ---- - POS7UEVZrLO MEAT ORA/N vE 4REA
PRED£V£L OPMENT ORA/NA E A 4EA
140
- GRAPHIC SCALE
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+ wEc."T No. 9248
DAT Eh k6/96
CURVE I RADIUS LENGTH TANGENT I CHORD ' BEARIN-G-7 DELTA
Cl 35.00' 43.54 25.10' 40. 79' S 08'23'15" W 71'17 01 ISHEET 2 op 3
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QUANTITY
NAME
HEI&HT AT TIMEi�EMARKS
OF PLANTING
01
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FIN OAK
Z" GAL AT
TIME OF
Bd B
1
PLANTING
NOTE: NO UTILITIES PROPOSED
FOR THIS PROJECT.
.4N11'FUTURE UTILITIES TO BE
PLACED UNDERGROUND.
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DATE: 05- 23- 00
SCALE: 1" = 30'
DESIGNED BY: AS
FILE NO. 2658
041
SHEET 3 OF 3