HomeMy WebLinkAbout12-00 Trex Company, L.L.C. - Parking Lot - temporary - Back Creek - Backfile (2)CENERAL NOTES
VDOT GENERAL NOTES
LEGEND
VICINITY MAP
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SCALE 1 2000'
EXISTING INTERMEDIATE CONTO 33
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
EXISTING INDEX CONTOUR
330
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County construction standards and specifications and/or current VDOT standards and specifications.
Transportation (VDOT) Road and Bridge Specifications, and Standards,, The Virginia Erosion
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and Sediment Control Regulations and any other state, federal, or local regulations
PROPOSED CONTOUR
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2.
Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
applicable. In the event of conflict between any of these standards, specifications or
EXISTING EDGE OF PAVEMENT
EX E/P
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must be provided prior to issuance of the site development permit. The approval of these plans in no way
plans, the most stringent shall govern.
PROP E/P
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relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
PROPOSED EDGE OF PAVEMENT
Control Handbook.
V2.
All construction shall comply with the latest U.S. Department of Labor Occupational
EXISTING CURB AND GUTTER
EX C&G
3.
A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
Safety & Health Administration and VOSH Rules & -Regulations.
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(VDOT) and Frederick County prior to construction in existing State right-of-way.
PROPOSED CURB AND GUTTER
PROP C&G
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4.
Approval of this does not guarantee issuance of an entrance permit by VDOT when such permit is
V3.
When working on VDOT right-of-way, all traffic control, whether permanent or temporary,
CG-6, 0 CG-6R
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required under State law.
shall be in accordance with the current edition of VDOT s work area protection manual.
TRANSITION FROM CG-6 TO GG-6R
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Furthermore, all traffic control flaggers must be certified in accordance with VDOT s
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5.
The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C.
EXISTING TELEPHONE LINE
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with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
PROPOSED TELEPHONE LINE
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(VDOT) to determine if and where guard rail and/or paved ditches will be needed. The developer will be
V4.
Design features relating to construction or to regulation, control and safety of traffic may
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responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to
be subject to change as deemed necessary by VDOT.
EXISTING STORM SEWER
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Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
PROP. 15 RCP
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V5.
Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT
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PROPOSED STORM SEWER
CAPITOL LANE
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6.
An approved set of plans and all applicable permits must be available at the construction site. Also, a
land use permits for any work on VDOT right-of-way.
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representative of the developer must be available at all times.
EXISTING SANITARY SEWER
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PROJECT INFORMA TION
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7.
Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
V6.
If required by the local VDOT Residency Office, a preconstruction conference must be
PROPOSED SANITARY SEWER
3
Control Devices (MUTCD).
arranged and held by the engineer and/or developer with the attendance of the
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contractor, various County agencies, utility companies and VDOT prior to initiation of work.
EXISTING ELECTRIC SERVICE
PROPOSED PARKING LAYOUT
8.
All unsuitable material shall be removed from the construction limits of the roadway before placing
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embankment.
V7.
Contractor shall notify the local VDOT Residency Office when work is to begin or cease for
PROPOSED ELECTRIC SERVICE
PARCEL IDENTIFICATION NO. : T.M. 63-((A))-/IOC
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9.
All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
any undetermined length of time. VDOT will also require 48 hours notice for any
EXISTING GAS LINE
USE : TRUCK PARKING LOT WAREHOUSE
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than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
inspection.
PROPOSED GAS LINE
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PARKING SETBACK 25ROAD RIGHT-OF-WAYS
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10.
All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
V8.
The Contractor will be responsible for maintaining adequate access to the project from the
5PERIMETER BOUNDARY
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on the plans and as required at the field inspection.
adjacent public roadway through construction and maintenance of a construction entrance
PROPERTY LINE
TOTAL PARCEL AREA : 0.0727 Ac.
11.
All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02.
FLOW LINE
- � --� � � - - ...
PROP. PARKING LOT AREA I.75 AC.
be minimum 6" diameter and conform to VDOT standard SB-1.
Furthermore, access to other properties affected by this project shall be maintained
through construction.
FENCE LINE
DISTURBED AREA 2.0 Ac.
12.
Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
EXISTING POWER POLE
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PARKING LANDSGAFIN& REQUIRED : I TREE PER 40 LINEAR FEET
one litter receptacle shall be provided at the construction site.
V9.
Contractor shall ensure adequate drainage is achieved and maintained on the site during
the
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INTERIOR REQUIRED : I TREE PER 10 SPACES
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13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
and at end of construction.
EXISTING TELEPHONE POLE
PERIMETER = 1057%40' = 26 TREES REQUIRED
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
V10.
All water and sewer lines within existing or proposed VDOT right-of-way are to have
EXISTING WATERLINE W/ TEE
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INTERIOR = 63 3PACE3110 = 6 TREES REQUIRED
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whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
minimum 36" cover and, when possible, to be installed under roadway drainage facilities.
PROPOSED WATERLINE W/ TEE
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TOTAL TREES REQUIRED = 32
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condition at all times.
TOTAL TREES FROV112E•D = 32
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14.
•Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
V11.
Any unusual subsurface conditions encountered during the course of construction shall be
PROPOSED FIRE HYDRANT
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sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
immediately brought to the attention of the engineer and VDOT. Work shall cease in that
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sheets, and connections to existing lines.
vicinity until an adequate design can be determined by the engineer and approved by VDOT.
EXISTING WATER VALVE
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15.
All sanitarysewers and water mains and appurtenances shall be constructed in accordance with the current
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V12.
All undercut areas and borrow material shall be inspected and approved by VDOT Inspector
PROPOSED WATER METER
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ENVIRONMENTAL FEATURES
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standards and specifications of City of Winchester.
prior to placement of fill.
EXISTING REDUCER
FEATURE EX. ACREAGE
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16.
The location of existing utilities shown in these plans are taken from existing records. It shall be the
PROPOSED REDUCER
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contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
V13.
All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall
LAKES PONDS O
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prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
be compacted in 6" lifts to 95% of theoretical maximum density as determined by
STOP SIGN
WETLANDS PL I AG. 0
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utility verification and the proposed construction.
AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width
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VEHICLES PER DAY COUNT
100
SINKHOLES 0
of any dedicated street right-of-way. At the direction of VDOT Inspector density tests
NATURAL STORM WATER
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a
performed by a qualified independent agency shall be conducted as required in the VDOT
PROPOSED STREET NAME SIGN +
DETENTION AREAS O
result of his construction project within or contiguous to the existing right-of-way.
Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to
STEEP SLOPES FL- 15% O
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18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
final VDOT approval.
PROPOSED SANITARY LATERAL CLEANOUT
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must be provided to City of Winchester prior to issuance of grading and/or site development permits.
V14.
VDOT Standard CD and UD underdrains shall be installed where indicated on these plans
SANITARY MANHOLE IDENTIFIER
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and further where determined necessary by VDOT Inspector.
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
STORM DRAIN STRUCTURE IDENTIFIER O
project. The relocation should be done prior to construction.
V15.
The installation of any entrances and mailboxes within any dedicated street right-of-way
shall meet VDOT minimum design standards and is the developer's responsibility.
20.
These plans identify the location of all known grave sites. Grave sites shown on this plan will be protected
EASEMENT LINE
in accordance with state law. In the event grave sites are discovered during construction, the owner and
VI 6.
If required by the local VDOT Residency Office, copies of all invoices for materials within
CENTERLINE
engineer must be notified immediately.
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.
EXISTING SPOT ELEVATION
12.0
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.
V17.
Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
PROPOSED SPOT ELEVATION
715 s
22.
Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
markings must be installed by the developer or, at VDOT's discretion, by VDOT on an
EXISTING TREE DRIP LINE
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
account receivable basis.
professional engineer and results submitted to Frederick County prior to pavement construction. If a
geotechnical report has been prepared, it should supersede the requirements in this note.
V18.
Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector.
EXISTING TREE
15" OAK 15" PINE
23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
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or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
PROPOSED TREE
RED MAPLE
of excavation or demolition. Names and telephone numbers of the operators of underground utility lines
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
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HANDICAP RAMP (CG-12)
DENOTES LOCATION OF STD VDOT
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UTILITY CONTA CTS
NAL
STANDARDDRAMP CONSTRUCTION
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PARKING INDICATOR
INDICATES THE NUMBER OF
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Water/Sewer: Department of Public Utilities Power: Allegheny Power
City of Winchester P.O. Box 1458
TYPICAL PARHING SPACES
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P.O. Box 75 1t54 -37 D21741
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Winchester, VA. 22604 -8006
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(540) 665-1815
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Gas: Shenandoah Gas Co.
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Telephone: Bell -Atlantic P.O. Box 2400
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P.O. Box 17398 Winchester, VA 22604
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Baltimore, MD 21297 (540) 869-1111
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(301) 954-6282
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MISS UTILITY 1-800-257-7777
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GO\/-FR 5HEET
Project Name:
TRIP GENERATION DATA
CLASS
USE
PER PERSON
NO. EMPLOYEES
TRIP RATE
VPD
Owner: Address, Including Zip Code 4 Telephone No.
130
INDUSTRIAL
10.17 PER ACRE
20.34
PROFESSIONAL SEAL 4 SIGNATURE��
�( � OI I ��� � l � L.L.G.
I/ \ IPHONE:
wI�GHESTERtWA T, VA 22607D.9THE5E
(540) 678-8100
PLANS ARE IN CONFORMANCE WITH
Developer: Address, Including Zip Code 4 Telephone No.
No.022837 FREDERICK COUNTY 5TANDARD5 AND
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ORDINANGE5. ANY DEVIATION OR GHANGE
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SAME AS A B O
ABOVE
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SIGNAL
IN THE5E PLANS SHALL BE APPROVED BY
THE DIRECTOR OF PLANNING PRIOR TO
Y SAME AS ABOVE
CONSTRUCTION.
Engineer Gertlfying Plan: Address, Including Zip Code � Telephone No
/
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I \E I I 151 WINDY HILL LANE �I°_
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S rpEET INDE11
E N G I N E E R I NG WINGHESTER, VIRGINIA 22602
PHONE: (540) 662-4185
DEPT, OP PLF,r,V,'"'S'uE"VEL
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02-28-00
COVER SHEET
SHEET I OF 2
APPROVAL
DESIGNED BY:
CAS
PLAN
SHEET 2 OF 2,
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CHECKED
BY:
AS
FREDERICK COUNTY ZONING ADMINI TOR DATE
FILE NO.
2168
SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPARTMENT APPROVAL
* 51TE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FRED. GO. SANITATION AUTHORITY APPROVAL
SHEET
1 OF 2
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TREE LEGEND
SYMBOL
OUANTI TY
NAME
HEIGHT AT ri
OF PLANTING
REMARK-5
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2" GAL AT
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TIME OF
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FLANTIN6
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FIN OAK
TIME OF
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PLANTING
I AMERICAN NOODMARK CORP.
D.B. 7/4 P6.54q
ZONED: M-2
USE: \/AGA
EROSION NOTE LE6END
GE CONSTRUCTION ENTRANCE
51L T FENCE
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736
734
732
730
PROP.
GRADE
EX. GRADE
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SUBBASE 8"
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SURFACE 7"
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3,8 7. 3.44
EX. SM,H
EX, ee" (PRIVATE)
P.I.N. 63—((A))-110
TREX COMPANY, L.L.G.
D.B. q65 F6. 532
ZONED: M-2
USE: VACANT
+10 +20 +30 +40 +50 +60 +70
PROFILE THROUGH ENTRANCE
SCALE 1" = 10' HORIZ
1 " = 2' VERT
STONE/ENTRANCE
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II=11=11 II 11= �-
SIDE ELEVATION
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PLAN VIEW
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SECTION A -A
SECTION
4 'I J '71 ..JJ��./.� .U.li !�. miad vk..//.Utt
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+50 +q0 1+00
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
1. SET THE STAKES. 2. EXCAVATE A 47X 4' TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
6 A/4K
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3. STAPLE ALTER U47ER14L
TO STAKES AND EXTEND
IT INTO THE TRENCH.
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RAW
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4. BACKALL AND COMPACT
THE EXCAVATED SOIL.
SHEET FLOW INSTALLATION
(PERSP£CTAT VIEW)
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
X&IRM• Adopted ham Ma 6m oI Star and Fo&x F/kd &7M Iar 5,?* nt Conbvl.VA IbW PLATE
SiS•vW and Gant
WIRE MESH REINFORCING V D.O.T.
6� ROAD AND BRIDGE 5TANDARD5 SEGTION 301.04
GLA55 A-3 GONGRETE
6" BA5E 21-A
GOMPAGTED 5UB&RADE
(GOMPAGTED TO q5% DENSITY AT OPTIMUM
M015TURE GONTENT, \/DOT BTM-I METHOD)
TRAILER LAND I NG7 6EAR PAD
(NOT TO 511
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No.022837
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DATE: 02- 28- 00
SCALE: 1" = 30'
DESIGNED BY: CAS
FILE NO. 2168
SHEET 2 OF 2
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GENERAL NOTES
VD0T GENERAL NOTES
LEGEND
VICINITY MAP
C'3
Z
"=
SCALE 1 2000'
EXISTING INTERMEDIATE CONTO 33
1.
Methods and materials used in the construction of the improvements herein shall conform to the current
Vt.
All work on this project shall conform to the latest editions of the Virginia Department of
EXISTING INDEX CONTOUR
330
County construction standards and specifications and/or current VDOT standards and specifications.
Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion
W
and Sediment Control Regulations and any other state, federal, or local regulations
PROPOSED CONTOUR
40
k
2.
Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
applicable. In the event of conflict between any of these standards, specifications or
EXISTING EDGE OF PAVEMENT
EX E/P
Z
must be provided prior to issuance of the site development permit. The approval of these plans in no way
plans, the most stringent shall govern.
PROP E/P
U
relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
PROPOSED EDGE OF PAVEMENT
0
Control Handbook.
V2.
All construction shall comply with the latest U.S. Department of Labor Occupational
EXISTING CURB AND GUTTER
EX C&G
Z
3.
A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
Safety & Health Administration and VOSH Rules & Regulations.
PROP C&G
V b�
(VDOT) and Frederick County prior to construction in existing State right-of-way.
PROPOSED CURB AND GUTTER
5NYDER LN �� 43
CO
4.
Approval this does issuance of an entrance by VDOT when such is
V3.
When working on VDOT right-of-way, all traffic control, whether permanent or temporary,
CG-6 CG-6R
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of plan not guarantee permit permit
under State law.
shall be in accordance with the current edition of VDOT s work area protection manual.
TRANSITION FROM CG-6 TO CG-6R
required
Furthermore, all traffic control flaggers must be certified in accordance with VDOT s
p�V� �� ��,
�
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c� 00
5.
The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C.
Y�
EXISTING TELEPHONE LINE
pj1`,
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cCOo �
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with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
PROPOSED TELEPHONE LINE
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of °'
(VDOT) to determine if and where guard rail and/or paved ditches will be needed. The developer will be
V4.
Design features relating to construction or to regulation, control and safety of traffic may
EX. 15" RCP
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responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
be subject to change as deemed necessary by VDOT.
EXISTING STORM SEWER
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Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
PROP. 15" RCP
SITE
,d
00
V5.
Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT
PROPOSED STORM SEWER
CAPITOL LANE
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6.
An approved set of plans and all applicable permits must be available at the construction site. Also, a
land use permits for any work on VDOT right-of-way.
4
Pam
representative of the developer must be available at all times.
P P
EXISTING SANITARY SEWER
PROJECT INFORMATION
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7.
Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
V6.
If required by the local VDOT Residency Office, a preconstruction conference must be
PROPOSED SANITARY SEWER
E~ w
Control Devices (MUTCD).
arranged and held by the engineer and/or developer with the attendance of the
EXISTING ELECTRIC SERVICE
"
contractor, various County agencies, utility companies and VDOT prior to initiation of work.
PROPOSED PARKING LAYOUT
8.
All unsuitable material shall be removed from the construction limits of the roadway before placing
PROPOSED ELECTRIC SERVICE
0)0
embankment.
V7.
Contractor shall notify the local VDOT Residency Office when work is to begin or cease for
PARCEL IDENTIFICATION NO.: T.M. 63-((A))-II00
a
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9.
All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
any undetermined length of time. VDOT will also require 48 hours notice for any
EXISTING GAS LINE
USE : TRUCK PARKING LOT WAREHOUSE
r, y
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
inspection.
PROPOSED GAS LINE
G G
,
PARKING SETBACK : 25 ROAD R16HT-OF-WAYS
qw�to
10.
All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
V8.
The Contractor will be responsible for maintaining adequate access to the project from the
5' PERIMETER BOUNDARY
on the plans and as required at the field inspection.
adjacent public roadway through construction and maintenance of a construction entrance
PROPERTY LINE
TOTAL PARCEL AREA : 5.0127 Ac.
in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02.
FLOW LINE
i - ... ... - ... ... - ...
PROP. PARKING LOT AREA : 1.75 AC.
11.
All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
Furthermore, access to other properties affected by this project shall be maintained
be minimum 6" diameter and conform to VDOT standard SB-1.
through construction.
FENCE LINE
# # # # *
DISTURBED AREA : 2.0 Ac.
12.
Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
EXISTING POWER POLE
PP
PARKING LANDSCAPING REQUIRED : I TREE PER 40 LINEAR FEET
one litter receptacle shall be provided at the construction site.
V9.
Contractor shall ensure adequate drainage is achieved and maintained on the site during
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INTERIOR REQUIRED : I TREE PER /0 SPACES
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and at the end of construction.
EXISTING TELEPHONE POLE
PERIMETER = 1057%40' = 26 TREES REQUIRED
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13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
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entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
Vt0.
All water and sewer lines within existing or proposed VDOT right-of-way are to have
EXISTING WATERLINE W/ TEE
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INTERIOR = 63 3PACE3110 = 6 TREES REQUIRED
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whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
minimum 36" cover and, when possible, to be installed under roadway drains a facilities.
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PROPOSED WATERLINE W/ TEE
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TOTAL TREE5 REQUIRED = 32
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condition at all times.
TOTAL TREES PROVIDED = 32
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14.
. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
Vt1.
Any unusual subsurface conditions encountered during the course of construction shall be
PROPOSED FIRE HYDRANT
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sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
W d VDOT i f th ti tt th ht t b brought o e attention oe engineer an . Work shall cease in that
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sheets, and connections to existing lines.
vicinity until an adequate design can be determined by the engineer and approved by VDOT.
EXISTING WATER VALVE
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15.
All sanitarysewers and water mains and appurtenances shall be constructed in accordance with the current
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V12.
All undercut areas and borrow material shall be inspected and approved by VDOT Inspector
PROPOSED WATER METER
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ENVIRONMENTAL FEATURES
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standards and specifications of City of Winchester.
prior to placement of fill.
EXISTING REDUCER
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16.
The location of existing utilities shown in these plans are taken from existing records. It shall be the
PROPOSED REDUCER
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contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
V13.
All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall
STOP SIGN
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prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
be compacted in 6" lifts to 95% of theoretical maximum density as determined by
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utility verification and the proposed construction.
AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width
VEHICLES PER DAY COUNT
100
SINKHOLES O
of any dedicated street right-of-way. At the direction of VDOT Inspector density tests
NATURAL STORM WATER
17.
The developer will be responsible for an damage to the existing streets and utilities which occurs as a
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performed b a qualified independent agency shall be conducted as required in the VDOT
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PROPOSED STREET NAME SIGN
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result of his construction project within or contiguous to the existing right-of-way.
Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to
PROPOSED SANITARY LATERAL CLEANOUT
SLOPES FL 155% 0
STEEP SLOWOODLANDS
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18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
final VDOT approval.
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must be provided to City of Winchester prior to issuance of grading and/or site development permits.
V14.
VDOT Standard CD and UD underdrains shall be installed where indicated on these plans
SANITARY MANHOLE IDENTIFIER
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and further where determined necessary by VDOT Inspector.
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19. The developer will be responsible for the relocation of any utilities which is required as a result of his
STORM DRAIN STRUCTURE IDENTIFIER 6
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project. The relocation should be done prior to construction.
Vt5.
The installation of any entrances and mailboxes within any dedicated street right-of-way
shall meet VDOT minimum design standards and is the developer's responsibility.
EASEMENT LINE
20.
These plans identify the location of all known grave sites. Grave sites shown on this plan will be protected
in accordance with state law. In the event grave sites are discovered during construction, the owner and
V16.
If required by the local VDOT Residency Office, copies of all invoices for materials within
CENTERLINE
engineer must be notified immediately.
any dedicated street right-of-way must be provided to the VDOT Inspector prior to
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acceptance of work. Unit and total prices may be obscured.
EXISTING SPOT ELEVATION
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.
V17.
Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
PROPOSED SPOT ELEVATION
715 s
22.
Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
markings must be installed by the developer or, at VDOT's discretion, by VDOT on an
EXISTING TREE DRIP LINE
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
account receivable basis.
professional engineer and results submitted to Frederick County prior to pavement construction. If a
geotechnical report has been prepared, it should supersede the requirements in this note.
V18 .
Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector.
EXISTING TREE
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15" OAK 15" PINE
23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
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or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
PROPOSED TREE
RED MAPLE
of excavation or demolition. Names and telephone numbers of the operators of underground utility lines
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in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
HANDICAP RAMP (CG-12)
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UTILITY CONTA CTS
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'PARKING INDICATOR
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INDICATES THE NUMBER OF
TYPICAL PARHING SPACES
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Water/Sewer: Department of Public Utilities Power: Allegheny Power
P.O. Box 1458
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City of Winchester
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P.O. Box 75 Hagerstown, MD 21741
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Winchester, VA. 22604 1-800-654-3317
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(540) 665-1815
Gas: Shenandoah Gas Co.
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Telephone: Bell -Atlantic P.O. Box 2400
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P.O. Box 17398 Winchester, VA 22604
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Baltimore, MD 21297 (540) 869-1111
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(301) 954-6282
MISS UTILITY 1-800-257-7777
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Project Name:
TRIP GENERA T
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TREX GOl" f PAN"1' .G .
CLASS
USE
PER PERSON
NO. EMPLOYEES
TRIP RATE
VPD
Owner: Address, Including Zip Gode rl Telephone No.
130
INDUSTRIAL
10.17 PER ACRE
20.34
PROFESSIONAL SEAL 8 SIGNATURE
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TREX GO I I �I� I �l I 1� W� HESTERL VAN22607
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PHONE: (540) 678-8100
' No. 022837
THESE PLANS ARE IN GONFORMANGE WITH
FREDERIGK COUNTY STANDARDS AND
Developer: Address, Including Zip Gode a Telephone No. S ��,��®
O 1� ���
ORDINANCES. ANY DEVIATION OR CHANGE
IN THESE PLANS SHALL BE APPROVED BY
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SAME T�C 11 SAME A5 ABOVE
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.
jONAL
THE DIREGTOR OF PLANNING PRIOR TO
GON5TRUGTION.
Engineer Gertif in Plan: Address, Including Zip Gode � Telephone No.
O EE
I I `1Y `lid I 151 WINDY HILL LANE
SHEET INDEX
WINGHE5TER, VIRC21NIA 22602
E NC;7 I N E E R I NEE PHONE: (540) 662-4185
DATE: 02-28-00
AP ISO Y AL
DESIGNED BY: CAS
GOVER SHEET
SHEET I OF 2
PLAN
SHEET 2 OF 2
CHECKED
BY:
AS
FREDERIGK COUNTY ZONING ADMIN12nATOR DATE
FILE
NO. 2168
51TE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPARTMENT APPROVAL
SHEET 1 OF 2
* 51TE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FRED. CO. SANITATION AUTHORITY APPROVAL
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REMARKS
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TIME OF
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PROP.
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ZONED: M-2
USE: VACANT
EX. 553M"Fl
+10 +20 +30 +40 +50 +60 +70
PROFILE THROUGH ENTRANCE
SCALE 1" = 10' HOR/Z
1 " = 2' VERT
STONE CONSTRUCTION
:h. � n •°rY�.ra�• �rr n.r�. �•rr�r�rr�n�tR•�•rt�n•r
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PLAN VIEW
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SECTION
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CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
1. SET THE STAKES. 2. EXCAVATE A 4 X 4' TRENCH
UPSLOPE ALONG THE UNE OF
STAKES.
Q71lVl.
FLOW
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
FLOW
4•
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
SHEET FLOW INSTALLATION
(PERSPECTIVE NEW)
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
Xb%C'E Adopkd /rtm kWda6w of Sbw cad Fob"'r Fdter &ffws for Scvfir Caabvr✓A Dsw PLATE. J.
,9wvood and NMmt
WIRE MESH REINEORGIN6 V.D.O.T.
6"
6� ROAD AND BRI06E 5TANDARD5 5EGTION 501.04
T GLA55 A-3 GONGRETE
6 BASE 21-A
GOMPAGTED SUBGRADE
(GOMPAGTED TO g5% DENSITY AT OPTIMUM
M015TURE CONTENT, VOOT 6TM-1 METHOD)
TRA I LER LAND I NCB CLEAR PAD
(NOT TO 5GALE)
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No.022837 P'
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DATE: 02-28-00
SCALE: 1" = 30'
DESIGNED BY: CAS
FILE NO. 2168
SHEET 2 OF 2
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