HomeMy WebLinkAbout20-01 Trex Company Finished - Goods Storage Area Expansion - Back Creek - BackfileGENERAL NOTES
VD0T GENERAL NOTES
LECEND
VICINITY MAP
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Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia
SCALE 1 = 2000
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Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and
EXISTING INTERMEDIATE CONTOUR
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1.
Methods and materials used in the construction of the improvements herein shall conform to the current
Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a
discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall
EXISTING INDEX CONTOUR
330
County construction standards and specifications and/or current VDOT standards and specifications.
govern.
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PROPOSED CONTOUR
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2.
Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health
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
Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations.
relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion
PROPOSED EDGE OF PAVEMENT
PROP E/P
F PROPERTY IN THE CITY
Control Handbook.
V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in
EX C&G
OF UWNCNESTER
3.
A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control
EXISTING CURB AND GUTTER
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VDOT and Frederick Count prior to construction in existing State right-of-way.
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flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications.
PROPOSED CURB AND GUTTER
PROP C&G
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4.
Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic
boxes, b VDOT
CG-6
TRANSITION FROM CG-6 TO CG-6R
CG-6R
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required under State law.
signal poles, unction controllers, etc., owned or private public utility companies. It is the
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sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict
the VDOT
EXISTING TELEPHONE LINE
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5.
The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held
with proposed construction activity. approval of these plans does not indemnify the developer from
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with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
this responsibility.
PROPOSED TELEPHONE LINE - '.
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(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
V5. Design features relating to field construction, regulations, and control or safety of traffic may be
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EX. 15" RCP
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responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
subject
EXISTING STORM SEWER ^-
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Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision
shall be the responsibility of the developer.
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PROPOSED STORM SEWER
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6.
An approved set of plans and all applicable permits must be available at the construction site. Also, a
V6. Prior to initiation the be for
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representative of the developer must be available at all times.
of work, contractor shall responsible acquiring all necessary VDOT land use
EXISTING SANITARY SEWER
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permits for any work within VDOT right-of-way.
PROPOSED SANITARY SEWER
SHEET INDEX
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7.
Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
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Control Devices (MUTCD).
V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held
by the engineer and/or developer with the attendance of the contractor, various County agencies, utility
EXISTING ELECTRIC SERVICE
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8.
All unsuitable material shall be removed from the construction limits of the roadwaybefore placing
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companies and VDOT prior to initiation of work.
COVER SHEET SHEET 1
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embankment.
PROPOSED ELECTRIC SERVICE
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any
E&S CONTROL PLANPLAN SHEET 2
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9.
All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required
EXISTING GAS LINE
E&S CONTROL NARRATIVE & DETAILS SHEET 3
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than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
or requested inspection.
PROPOSED GAS LINE G
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SITE GRADING PLAN SHEET 4
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10.
All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent
on the plans and as required at the field inspection.
public roadway via a construction entrance that is constructed and maintained in accordance with Section
PROPERTY LINE --- -
-
WATER LINE PLAN AND PROFILE SHEET 5
3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected
WATER LINE PLAN AND PROFILE SHEET 6
11.
All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
by this project shall be maintained through construction. The Developer shall have, within the limits of the
FLOW LINE -. ...- ...
-. ... - ... ... - ...
SHEET 7
be minimum 6" diameter and conform to VDOT standard SB-1.
project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion
FENCE LINE
DETAILS
and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous
12.
Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
basis for proper installation and operation. Deficiencies shall be promptly rectified.
EXISTING POWER POLE
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one litter receptacle shall be provided at the construction site.
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V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end
EXISTING TELEPHONE POLE
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13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
of construction.
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entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
EXISTING WATERLINE W/ TEE
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whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
Vll. All water and sewer lines within existingor proposed VDOT right-of-way shall have a minimum
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PROPOSED WATERLINE W/ TEE
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PROJECT INFORMATION
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condition at all times.
thirty-six (38) inches cover and when possible shall be installed under roadway drainage facilities at conflict
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14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
points.
PROPOSED FIRE HYDRANT c& FH
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sewer lines. Information should also be obtained from the appropriate authorit concerning permits, cut
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V12. An unusual subsurface conditions e.
y ( g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered
STREET ADDRESS: 3229 SHAWNEE DR.
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sheets, and connections to existing lines.
during the course of construction shall be immediately brought to the attention of the engineer and VDOT.
EXISTING WATER VALVE W
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WINCHESTER, VA. 22601
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Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved
MAGISTERIAL DISTRICT BACK CREEK
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15.
All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
by VDOT.
PROPOSED WATER METER
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standards and specifications of Frederick County and FCSA.
PARCEL IDENTIFICATION NO. TM 63-A-110 (COUNTY), TM 371-1-1 (CITY)
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V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
EXISTING REDUCER
LOT AREA 57.15 AC (COUNTY), 8.64 AC (CITY)
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16.
The location of existing utilities shown in these plans are taken from existing records. It shall be the
representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be
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PROPOSED REDUCER
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DISTURBED AREA 4.66 AC
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
present to insure the sample obtained is representative of the location. When soil samples are submitted to
STOP SIGN
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prior to construction. The contractor shall inform the engineer of an conflicts arising from his existing
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private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project
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CURRENT ZONING M2
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utility verification and the proposed construction.
to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards
VEHICLES PER DAY COUNT
5-6-6->
CURRENT USE MANUFACTURING
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and procedures.
17.
The developer will be responsible for any damage to the existing streets and utilities which occurs as a
PROPOSED STREET NAME SIGN
PROPOSED USE MANUFACTURING
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result of his construction project within or contiguous to the existing right-of-way.
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted
PROPOSED SANITARY LATERAL CLEANOUT
SETBACKS -
18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A within
REQUIRED: FRONT: 75'
SIDE: 25'
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must be provided to Frederick Count prior to issuance of radio and/or site
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plus or minus 2% of optimum moisture for the full width of an dedicated street right-of-way. At the
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direction of VDOT, density tests shall be performed by a independent agency in accordance with VDOT
SANITARY MANHOLE IDENTIFIER
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REAR: 25
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development permits.
qualified
Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless
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The developer will be responsible for the relocation of any utilities which is required as a result of his
specified otherwise.
STORM DRAIN STRUCTURE IDENTIFIER
019.
BUILDING HEIGHT: MAXIMUM 60' (NONE PROPOSED)
project. The relocation should be done prior to construction.
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as
SIGNS: NONE PROPOSED
20.
These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
specified by VDOT.
EASEMENT LINE
F.A.R. CALCULATIONS
in accordance with state law. In the event gravesites are discovered during construction, the owner and
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet
CENTERLINE
engineer must be notified immediately.
VDOT minimum design standards and is the responsibility of the developer.
LOT AREA = 57.15 AC = 2,489,454 S.F.
EXISTING SPOT ELEVATION
12.0
EX. BUILDINGS = 477,564 S.F.
21.
The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be
PROP ADDITIONS THIS PROJECT = 0.0 S.F.
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the
PROPOSED SPOT ELEVATION
7153
TOTAL = 477,564 S.F.
Manual On Uniform Traffic Control Devices.
477,5164/2,489,454 = 0.192 (F.A.R.)
22.
Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
EXISTING TREE DRIP LINE
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the
professional engineer and results submitted to Frederick County prior to pavement construction. If a
report has been it should supersede the requirements in this note.
start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way
must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices
EXISTING TREE E
ENVIRONMENTAL .FEATURES
geotechnical prepared,
15" OAK 15" PINE
may be obscured.
FEATURE EX. ACREAGE ACREAGE DISTURBED
23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
3.69 0
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or blastingat least two 2 working days, but not more than ten 10 working days, prior to commencement
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V19FLOODPLAINS'
by means of a mechanical spreader.
Density will be determined using the density control strip in accordance
Den Aggregate base and subbase materials shall r placed on accordance Section 304 the VDOT Road
PROPOSED TREE
�RM1 RED MAPLE
LAKES & PONDS 0 0
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of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
with of
and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified
WETLANDS PL 1 AC. 0 0
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in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking
HANDICAP RAMP (CG-12)
SINKHOLES 0 0
�2'
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stone depths, a VDOT representative shall be notified and given the opportunity to be present during the
DENOTES LOCATION OF STD VDOT
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NATURAL STORM WATER
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UTILITY C 0 N TA C TS
construction and testing of the density control strip.
CG-12 AND/OR JURISDICTIONAL
STANDARD RAMP CONSTRUCTION
DETENTION AREAS 0 0
STEEP SLOPES PL 15% 0 0
V20. Asphalt concrete pavements shall be placed in accordance with Section 316 of the VDOT Road and Bridge
Specifications. Density shall be determined using the density control strip as specified in Section 315 and
PARKING INDICATOR
INDICATES THE NUMBER OF
12
WOODLANDS 0 0
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Water/Sewer: Department of Public Utilities Power: Allegheny Power
VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be
submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and the
TYPICAL PARKING SPACES
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City of Winchester P.O. Box 1458
P.O. Box 75 Hagerstown, MD 21741
given
opportunity to be present during the construction and testing of the control strip.
TREX PROPERTY SITE PLAN REFERENCES LANDSCAPE CALCULATIONS
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Winchester, VA. 22604
LANDSCAPE AREAREQUIRED= 15% OF 57.15 AC = 8.57 AC
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1-800-654-3317
# 49-00 FINISHED GOODS STORAGE AREA
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(540) 665-1815
V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger
# 46-00 PLANT #2 EXISTING : 23.8 AC [TM 63-A-110 (COUNTY)]
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Gas: Shenandoah Gas Co.
shall be explored below the bottom of the excavation to determine the type and condition of the foundation.
# 24-00 BUILDING ADDITION TOTAL EXISTING = 23.8 AC (COUNTY) OR 41%
Telephone: VERSION P.O. Box 2400
The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to
# 12-00 TEMPORARY PARKING LOT
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P.O. Box 17398 Winchester, VA 22604
placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding,
# 15-00 OFFICE BUILDING
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Baltimore, MD 21297 (540) 869-1111
or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation
# 48-98 PLANT #1 PROPOSED STORAGE AREA EXPANSION REDUCES AVAILABLE AREA
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(301) 954-6282
stabilization shall be determined by the engineer and approved by VDOT.
# 35-97 OUTDOOR STORAGE TOTAL PROPOSED = 19.1 AC OR 33%
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PROPOSED : 19.1 AC [TM 63-A-110 (COUNTY)]
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V22. Approval of these plans shall expire three (3) years from the date of the approval letter.
PROVIDED STILL GREATER THAN AREA REQUIRED
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V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified
AREA
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MISS UTILITY 1-800-257-7777
by VDOT.
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V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in
NOTE: FINISHED GOODS STORAGE EXPANSION WILL NOT
INCREASE EMPLOYEE COUNTS NOR PARKING SPACES NEEDED
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CITY 0 F WI N C H ES TER CONSTRUCTION NOTES
accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after
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grading is mostly complete.
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All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
TRIP GENERATION DATA
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standards and specifications of the City of Winchester and/or the City of Winchester Public Utilities..
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CLASS
USE
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# ACRES
TRIP RATE
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MARK D. S TH
Project Name:
Project Number:
No. 022837 w
E X C 0MPA N Y L o L a C0
2168
THIS
PLAN WILL NOT AFFECT
TRIP GENERATION
O�,�S
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SIDNAL �
Magisterial District:
BACK CREEK
Date of Plan: (Month, Day, Year)
05/11/01
FIRE MARSHALL'S NOTE
Owner: Address, Including Zip Code &Telephone No.3229
Fire lane markings and signage:
PROFESSIONAL SEAL & SIGNATURE
SHAWNEE DR.
Any "No Parking" signs and yellow painted curb locations will be installed
APPROVAL
TREX COMPANY, L.L.C. WINCHESTER, VA 22601THESE
by field inspection at the direction of the Fire Marshall's Office.
PLANS ARE IN CONFORMANCE WITH
678-8100
DATE:
05/11/O1
FREDERICK COUNTY STANDARDS AND
ORDINANCES. ANY DEVIATION OR CHANGE
Developer: Address, Including Zip Code &Telephone No.
DESIGNED BY: RLK/KP
FREDERICK COUNTY ZONING ADMINISTRATOR DATE
.
IN THESEPLANS SHALL BE APPROVED BYSAME
AS ABOVE
THE ZONING ADMINISTRATOR PRIOR TO
CHECKED
BY:
N/A
CONSTRUCTION
Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
* SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL.
* F.C.S.A. APPROVAL VALID FOR (2) TWO YEARS FROM DATE OF APPROVAL.
151 Windy Hill Lane
JOB NO.
2168
Greenway Engineering Winchester, VA 22602
(540) 662-4185
SHEET 1 OF 7
THIS SHEET FOR EROSION AND SEDIMENT CONTRO
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PROPOSED 15XI50 I I I I DID
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CLEARING
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LIMITS OF --!
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EX S NITA Y SEWER I / - -- �- _ / ,�1
f 1 20' 6HENAINDOAH
Cxf'�AD SEWER i / ,' '� /' G/ F PCjiJER' ' i I e-._ // / '` - _ i I-- GAS CO. ESM' T -
'.s �%'r�a+'�S 1 "iT 'v..✓' `a._�...e'���,,r~�.+.`'..,,, �, i �• _ i I DE3 954 PGz 645
34�9 DF3 436 PG 5-113
I.P. FOOD, INC.
DB CJ35 fmG 13ci 50 25 0 50 100
ZONE: M2 Emmow
USE: INDUSTRiAL SCALE: 1" = 50'
EROSION/SEDIMENT CONTROL LEGEND
NO. KEY SYMBOL
3.02 C@
3.13 sT
3.20 Q , ,
DESCRIPTION
TEMPORARY GRAVEL CONSTRU(
ENTRANCE
SILT FENCE
LIMITS OF CLEARING 4 GRADING
DRAINAGE DIVIDE
CULVERT INLET PROTECTION
TEMPORARY SEDIMENT TRAP
ROCK CHECK DAM
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DATE: 05/11/01
SCALE: AS SHOWN
DESIGNED BY: RLK/KP
JOB NO. 2168
SHEET 2 OF 7
CONSTRUCTION OF A SILT FENCE
SIL T FENCE C UL VER T INLE T
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STONE CONSTRUCTION ENTRANCE
(WITH WIRE SUPPORT)
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PROTECTION
1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
TREX COMPANY, L.L.G.
FINISHED GOODS STORAGE AREA EXPANSION
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70' MIN. EXISTING������
A 3 PAT
OF POSTS.
ENDWALL
EROSION AND SEDIMENT CONTROL NARRATIVE
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Description: This project proposes to finish grade the remaining portion of the finished
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SIDE ELEVATION
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goods storage area. The total area to be disturbed by this project is approximately
4.6ro acres.
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70'M/N.
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Date of construction: Construction will begin following plan approval.
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Existing site conditions: The area to be disturbed under this plan is a combination of
vacant grass land and Trex's current finished goods storage area.
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Adjacent areas: This project is bounded on the north by Shawnee drive, on the south by
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12' MIN.
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property owned by Flex-O-Glar and H.P. Hood, on the west by and existing rail line, and
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CO
ENT
on the east by the Route 81 right of way.
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3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFlLL AND COMPACT THE
7TOEOF
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So11r information: The existing roil conditions were obtained from the USDA Soils
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vDOr/1 PoslrrvEDRanucE fo'uw.
COURSE AGGREGATE I �`To SEDIMENT
B TRAPPING DEWCE
FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL,
SILT FENCE u
DISTANCE IS 6' MINIMUM OW
Survey. The soil types listed include the 55 6C and 325 soils. Erosion potential for
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IS TOWARD EMBANKMENT
these 50115 is moderate t0 revere.
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to
MUST EXTEND FULL W1DTN
OF INGRESS AND £CRESS
PLAN VIEW
,.,,�•, f
FLOW
Critical areas: Hogue Creek runs through the eastern portion of this site. No
'�. 4'
0
,J:.
a toOPERAnON
12' MIN.
/ .
development is proposed in or near the creek
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STONE COMBINATION
3' MIN.
/ -�
I►11 / - .. �. •: ,�.��,.• IIII
Erosion and sediment control measures: Control of erosion and sedimentation for this site
be by installing the following.
3� MIN.
/ r.��,i�
shall achieved
�.
FLOW
' °
I. Silt Fence.
2. Diversion dikes.
N 0
FILTER CLOTH
SECTION A -A
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3. Temporary sediment traps.
6'-7•
4. Construction Entrance
t �
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III
5. Culvert inlet Protection
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EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
FLOW - 25
I'O. Rock Check Dams
Gc
FILTER
Permanent stabilization: Once construction is complete, all disturbed areas not built upon
4FABRIC
or paved shall be covered with a minimum of four (4) inches of topsoil. Fertilizer, seeding
REINFORCED CONCRETE DRAIN SPACE
IIIWE
VDOT j�3, {�357, d5, M56 OR �J57 COARSE AGGREGATECLASS I RIPRAP
and a blanket of straw shall be applied to the topsoil.
TO REPLACE SILT FENCE IN HORSESHOE WHEN
SECTION B-B
HIGH VELOCITY OF FLOW IS EXPECTED
Stormwater management: An existing stormwater management pond located on the
SOURCE: Ada ted from Installation of Straw and Fabric Filter Harriers for Sediment Control, PLATE. 3.05-1
southeastern corner of the site will provide control for the additional flows generated
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SOURCE. ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Fa. DSWC Plate 302-1
� � A iyga�'
SOURCE: ADAPTED from VOOT Standard Sheets and Va. DSWC PLATE. 3.08-1
by this project.
p
TEMPORARY DIVERSION DIKE
MINIMUM TOP WID TH (W)
TEMPORARY SEDIMENT TRAP
Maintenance Program: The erosion and sediment control measures installed on the site
shall be maintained by performing the following.
5
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I. The site superintendent shall inspect all erosion and sediment control devices after each
(Y
REQUIRED FOR SEDIMENT
I I'l VARIABLE' I
rainfall and at least daily during prolonged rainfall. Damaged or deficient controls shall be
repaired or improved immediately.
TRAP EMBANKMENTS
ORIGINAL VARIABLE'
2 The site superintendent shall inspect daily the areas construction activity to insure
ELEV..ND
erosion control effectiveness. Additional measures shall be installed immediately where
ACCORDING TO HEIGHT OF
' °
deficiencies are found.
EMBANKMENT
67 CU. YD./ACRE
VARL413LE
3. Permanent erosion control measures include the installation of rip rap at storm sewer
(FEET) ry outfalls and the establishment of grass on exposed surfaces disturbed in the construction
process.
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67 CU. YD./ACRE
4, "T""
Erosion and sediment control program
Q
(EXCAVATED)
FILTER CLOTH ORIGINAL
GROUND
1. Hold pre construction meeting on site.
ELW.
2. Clear and grub the areas necessary for installation of the diversion dike, silt fence and
*SEE PLATE 3.13-1 COARSE AGGREGATE"
sediment traps.
T
CLASS I RIPRAP
3. Complete grading. Temporary soil stabilization shall be applied to all disturbed
jr
areas within 14 days if the area is to remain dormant for more than 21 days.
Compacted sou
CROSS SECTION OF OUTLET
4. After approval by the inspector, remove the temporary control devices and stabilize the•
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areas disturbed during removal.
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� MARK
D. SMITH
1.5 0.5
2.0
CLASS I RIPRAP
Note: Frederick County and VDOT retains the right to add and/or modify these erosion
`� No.022837
!�
<- Flow
-
2.0 1.0
2.5 1.5
2.0
2.5
LENGTH (IN FEET) =
(IX DRAINAGE AREA
(IN AC.)
and sediment control measures during the construction process, within reason, to ensure
adequate to the and the environment.
ci
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Ox, -1/
7/►��6�
\ 3.0 2.0
2.5
/
DIVERSION
protection public
S
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�• 3.5 2.5
H O " 4.0 3.0
3.0
3.0
/ DIKE
4.5' min.
4.5 3.5
5.0 4.0
4.0
4.5
EXCAVATED AREA�-
MAX. DEPTH = 4'
OROUNOL
ELEV.
COARSE AGGREGATE
EXCAVATE 0 / T R CLOT
■
ONS 1 TE T *T'F I CAL PAVE1" CENT SECTION
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**COARSE
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AGGREGATE SHALL BE YDOT #3, �357 OR /�5
■
OUTLET (PERSPECTIVE VIEW)
NOT TO SCALE
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HEAVI PAVEMENT SECTION
E_
SOURCE: VA. DSWC PLATE 3.09-1
SOURCE: VA. DSWC PLATE. 3.13-1
SOURCE: VA. DSWC PLATE. 3.13-2
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1.5" 6M-125A SURFACE COURSE
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ROCK CHECK DAM
3" BM-25.0 BASE COURSE
8" SU55A5E VDOT STD. GR-21A
}.
TABLE 3.32-C
i1�1� I II ►III►� i I► II I II I III I I► II i I► COMPACTED SUBGRADE
�
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SITE SPECIFIC PERMANENT SEEDING MIXTURES
(COMPACTED TO 95go DENSITY
W E-+
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2 ACRES OR LESS OF DRAINAGE AREA:
TABLE 3.31-6
FOR APPALACHIAN/MOUNTAIN AREA
AT OPTIMUM M015TURE CONTENT
Q
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
VDOT 1/7l'1-I METHODS
Total Lbs.
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3
"QUICK REFERENCE FOR ALL REGIONS"
Minimum Care Lawn Per Acre
PAVEMENT DESIGN 5A5ED ON A 5U5GRADE CBR DE51GN VALUE OF 6. SOIL TEST
C)
CLOTH
- Commercial or Residential 200-250 lbs.
OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
Q'
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FILTER
- Kentucky 31 or Turf -Type Tall Fescue 90-100%
*
PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.
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(OPTIONAL)
Rate
- Improved Perennial Ryegrass 0-10%
PVMTSECT
(DOWNSTREAM VIEW)
Planting Dates Species (lbs./acre)
- Kentucky Bluegrass 0-10%
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High-Maintenance Lawn
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VDOT #1
Minimum of three (3) up to five (5) varieties of
COARSE AGGREGATE -��
Sept. 1 - Feb. 15 50/50 Mix of
bluegrass from approved list for use in Virginia. 125 lbs.
I
FLOW ? 3'
Annual Ryegrass
(Lolium multi-florum)
General Slope (3:1 or less)
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& 50 - 100
Cereal (Winter) Rye
- Kentucky 31 Fescue 128 lbs.
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(Secal cereale)
- Red Top Grass 2 lbs.
(�
- Seasonal Nurse Crop** 20 lbs.
r�
150 lbs
2-10 ACRES OF DRAINAGE AREA:
Feb. 16 - Apr. 30 Anual Ryegrass 60 - 100
(Loliium multi-florum)
Low -Maintenance Slope (Steeper than 3:1)
r-1
- Kentucky 31 Fescue 108 lbs.
- Red Top Grass 2 lbs.
- Seasonal Nurse Crop** 20 lbs.
May 1 - Aug. 31 German Millet 50
(Setaria italica)
- Crownvetch *** 20 lbs.
SEDIMENT TRAP COMPUTATIONS
6"
150 lbs
3'
* Perennial Ryegrass will germinate faster and at lower soil
STORAGE REQUIRED STORAGE PROVIDED WET WET
FILTER CLOTH
temperatures than fescue, thereby providing cover and erosion
DRAINAGE WET DRY WET DRY OUTLET STORAGE STORAGE WEIR
TOP
HEIGHT CREST OF
(OPTIONAL)
resistance for seedbed.
TRAP " AREA CU. YDS, CU. YDS. CU. YDS. CU, YDS. HEIG-iT DEPTH DIMENSION LENGTH
WIDTH
5ERM WEIR
(DOWNSTREAM VIEW)
Seeding
** Use seasonal nurse crop in accordance with seeding dates as
stated below:
I l.ro5 111 111 114 115 1.50' 2.Ofd' APPROX. 4(o'x39' 10.0'
2.5'
2.0 i18.5,a
Seed shall be evenly applied with a broadcast seeder, drill,
March, April through May 15th Annual Rye
May 16th through August 15th Foxtail Millet
DATE: 05/07/01
VDOT 1 culti acker seeder or h droseeder. Small rains shall be
p y 9 August 16th through Sept.,Oct. Annual Rye 2 2.8'l 192 192 19& 201 225 3.00APPROX. 5�o'x3i' 1125 3.03.25-i19.25
COARSE AGGREGATE
planted no more than one inch deep. Grasses and legumes
shall be planted with no less than 1/4" soil cover.
November through February Winter Rye
SCALE:
NO SCALE
FLOW
*** If Flotpeo is used, increase to 30 lbs./acre. All legume seed
must be properly inoculated. Weeping Lovegrass may also be
DESIGNED BY:
RLK/KP
included in any slope or low-maintance mixtures during warmer
seeding periods; add 10-20 lbs/acre in mixes.
FILE NO.
2168
CLASS 1 RIPRAP
PLATE 3.20-1
SHEET
3
OF 7
C
NOTES:
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1. NO SITE LIGHTING IS PROPOSED WITH THIS EXPANSION. IF ANY LIGHTING WERE
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PROPOSED, THE LIGHTING WOULD 5E SHIELDED OR DIRECTED AWAY FROM
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NEIGH50RING PROPERTIES AND ROADS.
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3. THE ORIGINAL DESIGN OF THE STORMWATER MANAGEMENT SYSTEM WAS FOR THE
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SCALE:
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Tr'EX COMPANY, INC. EX. TREELINE TO REMAIN TM (O3-((A))-SI'oA"' �` '�`�'1 _
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INST. # 020022�Ig8
AS REQUIRED SCREENING
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INC.
ZONE: M2
USE: VACANT
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ZONE:
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DESIGNED BY:
BLK/KP
FILE
N0. 2168
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USE: INDUSTRIAL
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CONTRACTOR SHALL FIELD VERIFY CAS LINE LOCATION TOROUGH TEST PITS P):210R TO
�\ CON6TRl.4CTION OF THE WATER LINE.
� 30 15 0 30 tom � ,✓f'
\ SCALE: P = 30'
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12 +OO 13 +OO - 1 4 +OO 15 +ON1, "t ,
9+90 10+20 10+50 10+00 11+10 11+40 11+10 12+00 12+30 12 +60 12+90 13+20 13+50 13+60 14+10 14+40 14+10 15+00 15+30 15400 15+90
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No.022837
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SIDNAL
DATE: 06/22/01
SCALE: HORZ: 1"=30'
DESIGNED BY: RLK/K
JOB NO. 2168R
SHEET 5 OF 7
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DATE: 5/7/01
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SCALE: 50
V: 1" = 5'
DESIGNED BY: RLK/KP I
FILE NO. 2168
SHEET 6 OF 7
W5
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111X4"X4'-8" SLATS, 2-FINISH NAIL AT
TOP AND BOTTOM
211X4"X4' BEAMS, TOE NAIL TO POST
NOTE: PRESERvATIvE STAIN ON ALL WOOD.
COLOR TO MATCH THAT OF BLDG.
411X4"XS' POSTS
CONCRETE FOOTING
Lv4 �
Bit -
WOOD FEENCE DETAIL
NOT TO SCALE
CITY OF WINCHESTER, VA FIRE HYDRANT SHALL BE TRAFFIC MODEL
DEPARTMENT OF PUBLIC UTILITIES RESTRAINTS SHALL BE BY MEGA -LUG FLANGES
4 - 1/2- STREAMER NOZZLE SHALL FACE THE ROADWAY
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WINCHESTER APPROVED
FIRE HYDRANT
2" MIN. 18 SO - 4" THICK
6" MAX CONCRETE PAC) REQUIRED
IN UNPAVED AREAS
«NKNK« yr r vr4Yr rrr« Y4KWIY •_.
z SCREW TYPE
ADJUSTABLE
7 CU. FT. MIN. :2 VALVE BOX
#57 STONE
M
�— GATE VALVE
4' a.. 1.
•d
' • 'ao'opoevoQoeo°oo°oo
1 4" BL
OCK
THRUST
Fi °eo°o°°o°°oo°o$°ooae
°O°O°D°O°O ° Q0
$e^u" HYDRANT TEE
BREAKER _
LAYER #15 FELT iB
STANDARD FIRE HYDRANT INSTALLATION DATE: 9/01
DETAIL NO. SCALE: NONE
WD- 8
CITY OF WINCHESTER, VA
DEPARTMENT OF PUBLIC UTILITIES
• THE FOLOWNG JOINTS MUST BE RESTRAINED IN ALL
APPUCARON:
1. BEND- INLET & OUTLET
2. TEE- ALL BRANCHES
3. OFFSETS- INLET AND OUTLET
4. CAPS
S. PLUGS
6. DEAD ENDS
7. HYORANT RUNOUTS SHALL BE RESTRAINED AS DEAD
• THRUST RESTRAINT ON SUP JOINT DUCTILE IRON PIPE SHNl
BE UFEDS. PIPE FED LOCK LOCK GASKETS FOR MON JOINT PIPE OR
APPROVED EQUAL
• THRUST RESTRAINT ON DUCTILE IRON FITTINGS SHALL BE
PROVIDED BY THE USE OF MEGAUJG RETAINER (OR
APPROVED EQUAL) AND MECHANICAL JOINT FITTINGS
STD. JOINT
MINIMUM LENGTH OF Rf51RANT. L
MINIMUM LENGTH TO BE RESIRNNED ON EACH SIDE OF
PING (FT)
MINIMUM FOOTAGE OF RESTRAINED PIPE
PIPE
DIAMETER
(IN)
ELBOWS (09)
VALVE.
TEES.
BRACHES
DEAD
ENO
6
3FT
5FT
IIFT
27FT
41 FT
6
3FT
717F
14FT
35FF
52FT
10
4FT
8FT
17FT
42FT
63FT
16
6FT
13FT
27FT
66FT
99FT
T--
24
19FT
40FT
86FT
144FF
• FGURES BASED ON 36 INCH BURIAL DEPTH 150 PSI TEST
PRESSURE
.FIGURES BASED ON SOIL BEARING CAPACITY OF 1500 PSF
-FIGURES BASED ON LAYING CONDITION AS SPECIFIED IN THE
WINCHESTER STANDARD DETAILS
'FIGURES DO NOT APPLY TO POLY WRAPPED PIPE
STANDARD DUCTILE IRON PIPE RESTRAINT DATE: 9/01
DETAIL NO. SCALE: NONE
WD- 11
CITY OF WINCHESTER, VA
DEPARTMENT OF PUBLIC UTILITIES
BMX FILL MAY BE EXCAVATED
TRENCH MAW&L EXCEPT HIGHLY-1
AND ORGANIC SILTS A CLAYS
FIRE OF ROOTS. DEBRIS • STONES
LARGER THAN 3" DIA EUR
TOOT MASS / 57 BEODND
• MGAE THE TRENCH BOTTOM Is ROCK, O TH'WL BE UCAVATED
TO A MINIMUM OF 6" BELOW THE BOTTOM OF THE PPE
AND BACKFIUFD WITH BfDONO MATERIAL
FREE OF ROOTS. DOM A STONES
• MERE SUBORADE IS UNSTABLE. POPE SHALL BE BEDDED
ON A MINIMUM OF 6" BEDDING MATERIAL
• 91LIO7U_ TO BE PLACED N 12" LIFTS AND COMPACTED
TO 905 OF MAXXAM DRY DENSITY
/ REPLACE SURFACE N W10
*dro
..:..::.::::.•:::::...::::.•.•..:...
:.::.::::::.....•.•:::::..•.•.
......::::... :.:.:.. .....1
...
•. .':..2
STANDARD STANDARD BEDDING DETAIL DATE: 9/01
DETAIL N0. OUTSIDE TRAFFIC AREAS (PVC OR DIP)
WS - 1 SCALE: NONE
CITY OF WINCHESTER, VA
DEPARTMENT OF PUBLIC UTILITI
I� I
TYPICAL RESILIENT SEAT VALVE INSTALLATION:
VALVE BOX AND BOOT SHALL BE CAST IRON
VALVE BOX COVER SHALL BE MARKED 'WATER'
VALVE TOP SMALL BE FLUSH WITH FINISHED GRADE
18" X 18' CONCRETE PAD SHALL BE PLACED AROUND
VALVE BOXES LOCATED OUTSIDE OF PAVEMENT AREAS
VALVE BOX SHALL BE SCREW TYPE FOR ADJUSTMENT
MECHANICAL JOINT FITTINGS AND PIPE RESTRAINED
BY USING MEGA -LUG RESTRAINING FLANGES
STANDARD TYPICAL VALVE & BOX INSTALLATION DATE: 9/01
DETAIL N0. SCALE: NONE
WD- 9
CITY OF WINCHESTER, VA
DEPARTMENT OF PUBLIC UTILITIES
I- 6—I- A. I i--N➢me,l
FORM DOW ov.)
T� Ir 6" KIND"
EXCAVATION LIMIT
7=1111$WBOM
ENCIfOTTO
GATE VALVE
UNDISTURBED
EARTH
B®FS
5717E BEDDING
TYPICAL SECTION
TEE, AYE, OR PLUG
IN LIM OF WOOD FORMING THE FITTUG MAY BE WRAPPED WITH
°DENGTES HAND EXCAVATION
POLYETHYLENE, AND THE CONCRETE POLREO TO COMPLETELY SLIRRCNDS
'D. • IE" MIN FOR IV AND SMALLER PIPE
THE FETTINGS AID AGAINST UNDISTURBED SOtL THE WEARING D➢ENSIONS
'D, . l8" MEN. FOR LC' TNMI PD" PIPE
AGAINST UNDISTURBED SDR. SMALL REMAIN AS SHOW L
SM CHART BELOW F13R AW.0 D/EJAIDNIS.
rnuror7r OTM4'M1ZTnNC rnO WRf7nNTAI TWQIIQT RI nrMC
PIPE
DIA
I PLUGS. VYES I
LEES
U 114- NO 22 VL2
LENDS
45• AND 90'
BENDS
—
A
1 B
C
A
9
C
A
I
C
6"
L-"
01-9"
11-C'
0'-9"
w-9"
0'-9"
1'-3"
0-9"
1'-9"
1 B"
V-3"
0, 9-
V-3-
0'-9-
0.-11"
W-9"
V-6„
0.-9"
V-3"
10"
r-6'•
0'-9"
I'-d"
I'll,
0'_1'
1-3"
L'-9'•
W-9-
2'-6"
12'•
11_9"
V-0"
p-0„
1'-3"
1'-0"
V-6"
1-&'
11-01.
3'-0"
14",
12--0"
I',.0..
3._0'.
1._3"
1'-0,.
V-6-
L' 6"
1.-0.'
Vl-
16"
P'-3"
V-0"
3'-6"
V-4"
1•-0..
E'-0"
2._9"
L.-0.,
4'-1'
19„
&-6"
1,_3"
3'-9"
V-6-
1,_3"
&-W'
3' 0"
1'_3"
4'-9"
20"
&'Y'
V-6"
4'-W'
V-9-
1.,..6"
2•-0"
3._3.'
1, 6"
5'-0"
GALV.TIRODS OVER FITTINGS AND
EHBEDDED IN COiAETE THRUST BLACKS
FITTING SIZE
ROD SIZE
NO. RODS EMBEDMENT
f.
t2" I LESS
6
2
W.
CONCRETE
W-20"
VERTICAL BENDS
F[ttOG V'dtWE O' THRUST BLLCIC45' IN CU.Y0.
SIZE
U-V4'
22-11
90'
STONE BEDDING
L3
a-
-
-
U
2.3
THRUST BLOCKS FOR VERTICAL
L9•'
-
-
Le
17
UP BENDS SHALL BE THE SAME
AS FOR HORIZONTAL BENDS.
a.,
1E
28
S5
11"
0.5
L7
19
7b
,,,
0.9
23
w
-
18"
L4
32
63
-
NRD"
22
4A
72
-
STANDARD CONCRETE THRUST BLOCKING DATE: 9/01
DETAIL NO. SCALE: NONE
WE
CITY OF WINCHESTER, VA
DEPARTMENT OF PUBLIC UTILITIES - WfE E THE TRETICI BOTTOM S HOCK• R HE !E PEOIGvATED
7D A YNIMIM OF e" eEIDw THE e➢t7DM OF TTY
AND BMJ47UID WITH BEW140 UXT04AL
FARE OF RomDEBRIS • STONES
• WHORE SUBDRADE IS UNSTABLE PIPE SHALL BE BEDDED
ON A MINIMUM OF 6" BEDDING MATERIAL
• BACNFIL TO BE PLACED IN 12- LIFTS AID COMPACTED
TO 9M OF MAXIMUM DRY DENSITY
REPLACE SURFACE N KIND
VOOT CLASS I1A BACRFTIJ_ PACE
IN 6 INCH LIFTS, COMPACTED TO
95% OF MAX INUH DRY DENSITY
//
VOOT CUSS / 67 ()CODING
=III=III=III=III=III=III I o
OD. 4 24'
STANDARD
STANDARD BEDDING DETAIL
DATE: 9/01
DETAIL NO.
WITHIN TRAFFIC AREAS (PVC OR DIP)
WS - 2
SCALE: NONE
00
V
CD
CD
W
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z
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MARK D. S TH
1-0 No.022837 //W`
k
SIOIVAL
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DATE: 05/07/01 1
SCALE: NO SCALE
DESIGNED BY: RLK/KP
FILE NO. 2168
SHEET 7 OF 7
CENERAL NOTES VD0T GENERAL NOTES LECEND VICINITY MAP 00
Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia ,>= 2000 Z
Department of. Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and EXISTING INTERMEDIATE CONTOUR d'
Sediment Control Regulations, and any other applicable state,. federal or local regulations. In case of a 33 SCALE 1 O
1. Methods and materials used in the construction of the improvements herein shall conform to the current discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall EXISTING INDEX CONTOUR 330 \ W
County construction standards and specifications and/or current VDOT standards and specifications. govern.
PROPOSED CONTOUR 40
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health EX E/P ���
must be provided prior to issuance of the site development permit. The approval of these plans in no way Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. EXISTING EDGE OF PAVEMENT
relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT PROP E/P = PROPERTY IN THE CITY
Control Handbook. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in EX C&G OF WINCkESTER 0
accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control EXISTING CURB AND GUTTER Ali
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation �v
flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. PROP C&G SNYDER
(VDOT) and Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER -p 0 LO
V4 The developer shall be responsible for relocating, at his expense, an and all utilities, including traffic CG-6 0 CG-6R Qj� �� �-p CD cc
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is p p g� p Y g
required under State law. signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the TRANSITION FROM CG-6 TO CG-6R�,� \ �10 01 ;t
sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict �,p a) cd I
EXISTING TELEPHONE LINE g !� 9 •�
5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from 0 CO os
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation this responsibility. PROPOSED TELEPHONE LINE -'r �'t¢ to CO
o
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject EXISTING STORM SEWER -�.- � EX. 15" RCP !G¢ Z > � �
responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision \ 1%
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. shall be the responsibility of the developer. PROP. 15 RCP
LU
PROPOSED STORM SEWER SITE :: APITOL LANE a a o 0
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a A �
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use o pa,
representative of the developer must be available at all times. EXISTING SANITARY SEWER
p p permits for any work within VDOT right-of-way. a
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic PROPOSED SANITARY SEWER S SHEET INDEX h
Control Devices (MUTCD). V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held
by the engineer and/or developer with the attendance of the contractor, various County agencies, utility EXISTING ELECTRIC SERVICE
8. All unsuitable material shall be removed from the construction limits of the roadway before placing companies and VDOT prior to initiation of work.
PROPOSED ELECTRIC SERVICE COVER SHEET SHEET 1
embankment. V8. The contractor shall notifythe local VDOT Residency Office when work is to begin or cease for an N ai �,
Y g� Y E&S CONTROL PLANPLAN SHEET 2
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required EXISTING GAS LINE e
or requested inspection. E&S CONTROL NARRATIVE & DETAILS SHEET 3
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. PROPOSED GAS LINE G G W
SITE GRADING PLAN SHEET 4
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent
on the plans and as required at the field inspection. public roadway via a construction entrance that is constructed and maintained in accordance with Section PROPERTY LINE --- WATER LINE PLAN AND PROFILE SHEET 5
3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected WATER LINE PLAN AND PROFILE SHEET 6
b this project shall be maintained through construction. The Developer shall have, within the limits of the FLOW LINE - ... - ... -. - . • • -�
il. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Y P j g p DETAILS SHEET 7
be minimum 6" diameter and conform to VDOT standard SB-1. project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion FENCE LINE
and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than basis for proper installation and operation. Deficiencies shall be promptly rectified. EXISTING POWER POLE -Q PP
one litter receptacle shall be provided at the construction site. 07
H
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end EXISTING 'TELEPHONE POLE bTP Z
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to of construction.
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take EXISTING WATERLINE W/ TEE ' T'
co co
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum PROPOSED WATERLINE W/ TEE ' Ti PROJECT INFORMATION 0 w w
condition at all times. thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict Z
o � �
14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary points. PROPOSED FIRE HYDRANT FH co Z p 0
sewer lines. Information should also be obtained from the a ro riate authority concerning permits, cut V12. An unusual subsurface conditions e. STREET ADDRESS WINO ESTER,SHAWN. 2 y Z U U
pp p y g p y ( g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered WINCHESTER, VA. 22601 w Z y, y.,
sheets, and connections to existing lines. during the course of construction shall be immediately brought to the attention of the engineer and VDOT. EXISTING WATER VALVE
Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved MAGISTERIAL DISTRICT BACK CREEK a v v
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current by VDOT. PROPOSED WATER METER m WM PARCEL IDENTIFICATION NO. TM 63-A-110 (COUNTY) TM 371-1-1 (CITY)
standards and specifications of Frederick County and FCSA. a a
EXISTING REDUCER w w w
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT LOT AREA 57.15 AC (COUNTY), 8.64 AC (CITY) a a a
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be PROPOSED REDUCER DISTURBED AREA 4.66 AC o7 co co
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed present to insure the sample obtained is representative of the location. When soil samples are submitted to -o- Z Z Z
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project STOP SIGN CURRENT ZONING M2 0 0 0
utility verification and the proposed construction. to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards VEHICLES PER DAY COUNT F 06> CURRENT USE MANUFACTURING
and procedures. PROPOSED USE MANUFACTURING w w w
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a PROPOSED STREET NAME SIGN -�- a a a
result of his construction project within or contiguous to the existing right-of-way. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted SETBACKS -
PROPOSED SANITARY LATERAL CLEANOUT - REQUIRED: FRONT: 75'
in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A within w 0 0 0
18. When grading is proposed within easements of utilities, letters of permission from all involved companies plus or minus 2% of optimum moisture for the full width of an dedicated street right-of-way. At the SIDE: 25' H
P p Y g Y SANITARY MANHOLE IDENTIFIER CO
12 � o must be provided to Frederick County prior to issuance of grading and/or site direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT REAR: 25 q
development permits. Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless co m r-
019. The developer will be responsible for the relocation of any utilities which is required as a result of his specified otherwise. STORM DRAIN STRUCTURE IDENTIFIER BUILDING HEIGHT: MAXIMUM 60' (NONE PROPOSED)
project. The relocation should be done prior to construction. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as SIGNS: NONE PROPOSED
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected specified by VDOT. EASEMENT LINE F.A.R. CALCULATIONS
in accordance with state law. In the event gravesites are discovered during construction, the owner az.).d V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet CENTERLM
engineer must be notified immediately. VDOT minimum design standards and is the responsibility of the developer. LOT AREA U 57N5 = = ,564 4 S.F.
S.F.
EXISTING SPOT ELEVATION 12•0 EX. BUILDINGS = 477,564 S.F.
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be PROP ADDITIONS THIS PROJECT = 0.0 S.F.
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the PROPOSED SPOT ELEVATION +3 TOTAL = 477,564 S.F.
Manual On Uniform Traffic Control Devices.
715- 477,564/2,489,454 = 0.192 (F.A.R.)
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard EXISTING `TREE DRIP LINE
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. • Density shall be certified by a registered V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the
professional engineer and results submitted to Frederick County prior to pavement construction. If a start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way a
ENVIRONMENTAL FEATURES
geotechnical report has been prepared, it should supersede the requirements in this note. must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices EXISTING TREE 15" OAK 15" PINE
may be obscured. FEATURE EX. ACREAGE ACREAGE DISTURBED
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating FLOODPLAINS 3.69 0 d
V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. r "' LAKES & PONDS 0 0 � or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road PROPOSEDI TREE �R(y� RED MAPLE 0
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines WETLANDS PL 1 AC. 0 0 ►-+
P P g Y and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified U) ■
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking SINKHOLES 0 0 U J E-
HANDICAP RAMP (CG-12) ® NATURAL STORM WATER
stone depths, a VDOT representative shall be notified and given the opportunity to be present during the ■ U
DENOTES LOCATION OF STD VDOT DETENTION AREAS 0 0 construction and testing of the density control strip. CG-12 AND/OR JURISDICTIONAL
UTILITY C O N TA C TS STANDARD RAMP CONSTRUCTION STEEP SLOPES PL 15% 0 0 x J E
V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge PARKING INDICATOR 12 WOODLANDS 0 0 W M <:�
Specifications. Density shall be determined using the density control strip as specified in Section 315 and INDICATES THE NUMBER OF w
VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be TYPICAL PARKING SPACES Q
Water/Sewer: Department of Public Utilities Power: Allegheny Power submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the W
City of Winchester P.O. Box 1458 opportunity to be present during the construction and testing of the control strip. TREX PROPERTY SITE PLAN REFERENCES LANDSCAPE CALCULATIONS u 04 Z E-+
P.O. Box 75 Hagerstown, MD 21741 � <4 ,� Z
Winchester, VA. 22604 1-800-654-3317 # 49-00 FINISHED GOODS STORAGE AREA LANDSCAPE AREA O
-REQUIRED = 15% OF 57.15 AC = 8.57 AC ,®,
(540) 665-1815 V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger # 46-00 PLANT #2 EXISTING : 23.8 AC [TM 63-A-110 (COUNTY)] W
Gas: Shenandoah Gas Co. shall be explored below the bottom of the excavation to determine the type and condition of the foundation. # 24-00 BUILDING ADDITION TOTAL EXISTING = 23.8 AC (COUNTY) OR 41% O O W
Telephone: VERSION P.O. Box 2400 The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to # 12-00 TEMPORARY PARKING LOT � � E-, O
P.O. Box 17398 Winchester, VA 22604 placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, # 15-00 OFFICE BUILDING CO Q4 00 �4
Baltimore, MD 21297 (540) 869-1111 or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation # 48-98 PLANT #1 PROPOSED STORAGE AREA EXPANSION REDUCES AVAILABLE AREA 0
(301) 954-6282 stabilization shall be determined by the engineer and approved by VDOT. # 35-97 OUTDOOR STORAGE TOTAL PROPOSED = 19.1 AC OR 33% Z E-•+ �--+
PROPOSED 19.1 AC [TM 63-A-110 (COUNTY)] a � ��-+ W
V22. Approval of these plans shall expire three (3) years from the date of the approval letter.
Q U W
MISS UTILITY 1-800-257-7777 V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified AREA PROVIDED STILL GREATER THAN AREA REQUIRED
O W X
by VDOT.
NOTE: FINISHED GOODS STORAGE EXPANSION WILL NOT O Z Pr,
V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in INCREASE EMPLOYEE COUNTS NOR PARKING SPACES NEEDED 0'
accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after
CITY OF WI N C H ES TE R CONSTRUCTION NOTES 1 1
grading is mostly complete. 1■L®
Z
1. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current /� �r�t [ �'
standards and specifications of the City of Winchester and/or the City of Winchester Public Utilities.. TRIP GENERATION DATA H 0 (� ®. lift i.JEElT
CLASS USE PER ACRE # ACRES TRIP RATE VPD
p MARK D. S TH Project Name: Project Number:
No. 022837 a TIA7) EX C 0111 PA N Y L, e L o C 0 2168
THIS PLAN WILL NOT AFFECT TRIP GENERATION 0
SSIONAL� Magisterial District: Date of Plan: (Month, Day, Year)
FIRE MARSHALL'S NOTE BACK CREEK 05/11/01
Fire lane markings and signage: PROFESSIONAL SEAL &SIGNATURE
Owner: Address, Including Zip Code & Telephone No. 3229 SHAWNEE DR.
ER, VA 22601
Any "No Parking" signs and yellow painted curb locations will be installed APPROVAL TREX COMPANY, L.L.C. 678-81WINCHESTST
by field inspection at the direction of the Fire Marshall's Office.
THESE PLANS ARE IN CONFORMANCE WITH DATE: 05/11/01
FREDERICK COUNTY STANDARDS AND Developer: Address, Including Zip Code & Telephone No.
ORDINANCES. ANY DEVIATION OR CHANGE DESIGNED BY: RLK/KP
FREDERICK COUNTY ZONING ADMINISTRATOR DATE IN THESE PLANS SHALL BE APPROVED BY SAME AS ABOVE
THE ZONING ADMINISTRATOR PRIOR TO
CONSTRUCTION CHECKED BY: N/A
* SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL. Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
* F.C.S.A. APPROVAL VALID FOR (2) TWO YEARS FROM DATE OF APPROVAL. 151 Windy Hill Lane JOB NO. 2168
Greenway Engineering Winchester, VA 22602
(540) 662-4185 SHEET 1 OF 7
M -- m
mmm
THIS SHEET FOR EROSION AND SEDIMENT CONTROL ONLY !!!
IN,
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SCALE: 1 40'
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SiEWER G/t- /Or- F-6WIER GAS CO. E51-17
4�1 D5 954 PG &4E,
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TM &3-((A))l-6(oA
H.P. HOOD, INC.
D5 1335 PIS 1313 50 25 0 50 100
ZONE: M2
USE: INDU5TRIAL SCALE: P = 50'
EROSION/SEDIMENT CONTROL LEGEND
No.
KEY
SYMBOL
DESCRIPTION
322
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE
325
x x x
SILT FENCE
LIMITS OF CLEARING 4 GR-401NG
DRAINAGE DIVIDE
326
CULVERT INLET PROTECTION
3.1.3
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TEMPORARY SEDIMENT TRAP
3.20
ROCK CHECK DAM
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DATE: 05/11/01
SCALE: AS SHOWN
DESIGNED BY: RLK/KP
JOB NO. 2168
SHEET 2 OF
CONSTRUCTION OF A SILT FENCE
SILT FENCE CULVERT INLET
('3
co
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STONE CONSTRUCTION ENTRANCE
(WITH WIRE SUPPORT)
PROTECTION
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I
1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
TREX COMPANY, L.L.C.
FINISHED GOODS STORAGE AREA EXPANSION
O
70' MIN. EXISTING�
PA
A J VEMEN�
OF POSTS.
ENDWALL
EROSION AND SEDIMENT CONTROL_ NARRATIVE
W
5:1
UJ
FILTER CLOTH-� 6'M1N. A MOUNTABLEB£RM
Description: This project proposes to Finish grade the remaining portion of the finished
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(ownowc)
SIDE ELEVATION
I �� 1
l 1 '` 1
TOE
~ c
goods storage area. The total area to be disturbed by this project is approximately
�/ ` �.�'
`
4.66 acres.
EXISANGGROUND
70' MIN.
Z11 IIII
3
Date of construction: Construction will begin following plan approval.
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W
9 WASHRACK 10' MIN./
- -�
_ / G�
Existing site conditions: The area to be disturbed under this plan is a combination of
vacant grass land and Trex's current finished goods storage area.
�
CD
to
CO
• Io MIN.
,,,. ' I,,. '
-III -III
Adjacent areas: This project is bounded on the north by Shawnee drive, on the south by
12' MIN EXISTING
- -
"
property
property owned by Flex-O-Gclas and H.P. Hood, on the west by and existing rail line, and
:CO
�
cm CO
PAVEMENT
4
°
on the east by the Route 01 right of way.
a
C1 rn
3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFlLL AND COMPACT THE
EXCAVATED SOIL.
TOE OF
° °
Soils information: The existin soil conditions were obtained From the USDA Soils
'"
O 1
d
C�2
VDOT/I I -POSITIVE DRAINAGE MIN.
COURSE AGGREGATE 8 T pP� Q
FENCE AND EXTEND IT INTO THE TRENCH.
SILT FENCE ° ° *
DISTANCE IS 6' MINIMUM Ow
Survey. The soil types listed include the 5B, &C, and 325 soils. Erosion potential for
W rtil
a
DEVICE
li
IS TOWARD EMBANKMENT
these soils Is moderate to severe.
'» �
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A o
• MUST EXffND FULL W101H
OF INGRESS AND EGRESS
OPERATION PLAN VIEW
}L
+ II
.,.,.•,.•.
FLOW
Critical areas: Hogue Creek runs through the eastern portion of this site. No
12' MIN
/
`��."r�i� ;
*
development is proposed in or near the creek
Ln .�
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x
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STONE COMBINA TION
II11 /�1• „I• III
Erosion and sediment control measures: Control of erosion and sedimentation for this site
•
J" MIN
fflWMM01E
I ..
i' ..,•;� _
shall be achieved b installing the following.
y g g•
I. Silt Fence.
G/ = G�
r- - FLOW �_
-►� ,.o'
2. Diversion dikes.
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FILTER CLOTH
SECTION A -A
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3. Temporary sediment traps.
4. Construction Entrance
�,
5. Culvert Inlet Protection
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EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
FLOW _
2.5'
(o. Rock Check Dams
11':•
ALTER FABRIC
Permanent stabilization: Once construction is complete, all disturbed areas not built upon
or paved shall be covered with a minimum of four (4) inches of topsoil. Fertilizer, seeding
REINFORCED CONCRETE DRAIN SPACE
III
II I W :';` WIRE I I
lU `};:
�56 OR57 COARSE AGGREGATE CLASS I RIPRAP
VDOT (j3, �j357, #5,
TO REPLACE SILT FENCE IN " HORSESHOE " WHEN
and a blanket of straw shall be applied to the topsoil.
SECTION B-B
_
HIGH VELOCITY OF FLOW IS EXPECTED
Stormwater management: An existing stormwater management pond located on the
SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1
southeastern corner of the site will provide control For the additional flows generated
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SOURCE.' ADAPTED from 1983 Mar�lond Standards for Soil erosion and Sediment Control, and Fa. DSWC Plate 302-1
Sh�ood h 111jut
SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-t
by this project.
0
THT_4�
V1
TEMPORARY DIVERSION DIKE'
MINIMUM TOP WID TH (W)
TEMPORARY SEDIMENT TRAP
Maintenance Program: The erosion and sediment control measures installed on the site
shall be maintained by performing the following.
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I. The site superintendent shall inspect all erosion and sediment control devices after each
REQUIRED FOR SEDIMENT
I 1'I VARIABLE* I
rainfall and at least daily during prolonged rainfall. Damaged or deficient controls shall be
repaired or improved immediately.
TRAP EMBANKMENTS
ORIGINAL I VARIABLE'
2 The site superintendent shall inspect daily the areas construction activity to insure
ELIEV..ND
erosion control effectiveness. Additional measures shall be installed immediately where
ACCORDING TO HEIGHT OF
1'0
deficiencies are Found.
EMBANKMENT (FEET)
67 CU. YD./ACRE *
N "^R��
3. Permanent erosion control measures include the installation of rip rap at storm sewer
outfalls and the establishment of grass on exposed surfaces disturbed in the construction
�A_
process.
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67 CU. YD./ACRE
4' MAX.
Erosion and sediment control program
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(EXCAVATED)
FlLTER CLOTH ORIGINAL
GROUND
I. Hold pre construction meeting on site.
ELEV.
2. Clear and grub the areas necessary For installation of the diversion dike, silt Fence and
"SEE PLATE 3.13-1 COARSE AGGREGATE" CLASS I RIPRAP
sediment traps.
3. Complete grading. Temporary soil stabilization shall be applied to all disturbed
T
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areas within 14 days if the area is to remain dormant for more than 21 days.
Compacted sou
CROSS SECTION OF OUTLET
4. After approval by the inspector, remove the temporary control devices and stabilize the
disturbed during removal.
✓
Wareas
H HO
W
MARK
D. SMITH
18"min
1.5 0.5
2.0
CLASS I RIPRAP
LENGTH
Note: Frederick Count and VDOT retains the ri ht to add and/or modify these erosion
y 9 y
`�
No. 022837 �
.- flow
-
2.0 1.0
2.5 1.5
2.0
2.5
(IN FEET) =
6 X DRAINAGE AREA
('" ^c)
and sediment control measures during the construction process, within reason, to ensure
adequate protection to the public and the environment.
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=
3.0 2.0
2.5
/
\ DIVERSION
`�`�`��
tsslCS
- _ _.. -
ti 3.5 2.5
H O H 4.0 3.0
3.0
3.0
./ / DIKE
��. �- - /
1
ONAL
4.5' min.
4.5 3.5
5.0 4.0
4.0
4.5
L
EXCAVATED AREA
MAX. DEPTH = 4'ORIGINAL
GROUND
ELEV.
COARSE AGGREGATE
/
EXCA D FlLTER CLOTH
EA
ON S I T E T'T' P I C A L FA YE M E N T 5 E C T I ON
-COARSE AGGREGATE SHALL BE VDOT OR
M�
#3, #357 #5
OUTLET (PERSPECTIVE VIEW)
NOT TO SCALE
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HEAVI FAVEMENT 5ECTiON
H
SOURCE: VA. DSWC PLATE 3.09-1
SOURCE: VA. DSWC PLATE. 3.13-1
SOURCE: VA. DSWC PLATE. 3.i3-2
x
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Q
ROCK CHECK DAM
1.5" 5M-12.5A SURFACE COURSE
3" BM-25.0 BASE COURSE
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8" SUBBASE VDOT STD. GR-21A
}.
TABLE 3.32-C
=III=1 I I -I I I=1 L1 :1 I I-11 I__ 11- COMPACTED 5UBGRADE
i-1 I I� I I -I i I=1 I 1-I 11=1 11=1 i 1=1 1=i
F-'
>_
2 ACRES OR LESS OF DRAINAGE AREA:
TABLE 3.31-B
SITE SPECIFIC PERMANENT SEEDING MIXTURES
FOR APPALACHIAN/MOUNTAIN AREA
(COI'1PACTED TO 95%o DENSITY
AT OPTIMUM MOISTURE CONTENT
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-e,
<
04 E-
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIA-AMLS
VDOT VTM-I METHOD)
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6
3'
"QUICK REFERENCE FOR ALL REGIONS"
Total Lbs.cL
Minimum Care Lawn Per Acre
PAVEMENT DE51GN BASED ON A 5UBGRADE CBR DE51GN VALUE OF 6. SOIL TEST
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FILTER CLOTH
- Commercial or Residential 200-250 lbs.
OF THE 5U5GRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
U�
- Kentucky 31 or Turf -Type Tall Fescue 90-100%
Perennial *
PAVEMENT SECTION THICKNE55 PRIOR TO CONSTRUCTION.
O
(OPTIONAL)
Rate
- Improved Ryegrass 0-10%
PvMTSECT
(DOWNSTREAM VIEW)
Planting Dates Species (lbs./acre)
- Kentucky Bluegrass 0-10%
High -Maintenance Lawn
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VDOT #1
Minimum of three (3) up to five (5) varieties of
1)
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COARSE AGGREGATE
Sept. 1 -Feb. 15 50/50 Mix of
bluegrass from approved list for use in Virginia. 125 lbs.
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FLOW 2•T 3'
Annual Ryegrass
(Callum multi-florum�
General pe (1 or less )
GSlope 3:less)
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W
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& 50 - 100
Cereal (Winter) Rye
- Kentucky 31 Fescue 128 lbs.
y
rr-1
(Secal cereale)
- Red Top Grass 2 lbs.
(�
cr
- Seasonal Nurse Crop** 20 lbs.
150 lbs
r-I
2-10 ACRES OF DRAINAGE AREA:
Feb. 16 - Apr. 30 Anual Ryegrass 60 - 100
(Loliium multi-florum)
Low -Maintenance Slope (Steeper than 3:1)
r-1
- Kentucky 31 Fescue 108 lbs.
- Red Top Grass 2 lbs.
- Seasonal Nurse Crop** 20 lbs.
g"
May 1 - Aug. 31 German Millet 50
(Setaria italica)
- Crownvetch *** 20 lbs.
SEpIM�NT TRAP GOMPUT,4TiON5
150 lbs
3'
* Perennial Ryegrass will germinate faster and at lower soil
STORAGE REQUIRED STORAGE PROVIDED WET WET
FILTER CLOTH
temperatures than fescue, thereby providing cover and erosion
d resistance for seedbed.
DRAINAGE WET DRY WET DRY OUTLET STORAGE STORAGE WEIR TOP
HEIGHT CREST OF
(OPTIONAL)
Seeding
**
TRAP " AREA CU, YDS. CU. YDS. CU. YDS. CU. YDS. HEIGHT DEPTH DIMENSION LENGTH WIDTH
BERM WEIR
(DOWNSTREAM VIEW)
Use seasonal nurse crop in accordance with seeding dates as
stated below:
I I.�o5 Ill 111 114 115 1.50' 2.00' APPROX. 4(o'x39' 10.0' 2.5'
2.0 118.5m
DATE: 05/07/01
VDOT #1
Seed shall be evenly applied with a broadcast seeder, drill,
Small be
hone
March, April through May 15th Annual Rye
May 16th through August 15th Foxtail Millet
no seeder a grains shall August 16th through Se t.,Oct. Annual Rye 2 2.8-1 192 192 Ila& 20-1 225' 3.00' ' 1-125' 3.0' 3.25' �1`3.25
ineder.
planted no more than one inch deep. Grasses and legumes g 9 p y APPROX. 5� x37
COARSE AGGREGATE planted
�
shall be planted with no less than 1/4" soil cover.
November through February Winter Rye
SCALE: NO SCALE
FLOW 2 T 3'
*** If Flatpea is used, increase to 30 lbs./acre. All legume seed
must be properly inoculated. Weeping Lovegross may also be
DESIGNED BY.
RLK/KP
included in any slope or low-maintance mixtures during warmer
seeding periods; add 10-20 lbs/acre in mixes.
FILE
NO. 2168
CLASS 1 RIPRAP
PLATE 3.20-1
SHEET 3
OF 7
C00
NOTES:
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1. NO SITE LIGHTING IS PROPOSED WITH THIS EXPANSION. IF ANY LIGHTING WERE
W
PROPOSED, THE LIGHTING WOULD 5E SHIELDED OR DIRECTED AWAY FROM
W
NEiGH50RING PROPERTIES AND ROADS.
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1 \ 2. NO SANITARY SEWER IS PROPOSED WITH THiS EXPANSION.
3. THE ORIGINAL STORMWATER
(�
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I (X wA"°u5r
I cv BUlLDIhKs
\ \ DESIGN OF THE MANAGEMENT SYSTEM WAS FOR THE
i \ FULL DEVELOPMENT OF THE TREX SITE, INCLUDING THE EXPANSION OF THE
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�t FINISHED GOODS STORAGE AREA AND WAS APPROVED UNDER THE PREVIOUS SITE
\ \\ \ PLAN REVIEWS. NO ADDITIONAL MODIFICATIONS TO THE STORMWATER
\
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REA9Mr \
\ \ MANAGEMENT IS REQUIRED FOR THiS EXPANSION.
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4. NO TRASH RECEPTiCLES WILL 5E ADDED WITH THIS SITE EXPANSION.
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ED GOODS STORAGE �X
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TIE TO EXISTING 1211 WL �p
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TRUC SCALE AREA
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EROPOSED 26'
WATER EASEMENT
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TH
MARK
D. SMITH
No. 022837
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LIMITS OF ,.`ti
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DESIGNED BY:
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FILE
N0. 2168
------------ ---
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USE: iNDUSTRIAL
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No.022837
SI0NAL
DATE:
06/22/01
SCALE:
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DESIGNED BY: RLK/KI
JOB NO.
2168R
SHEET
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DATE: 5/7/01
SCALE: V: 1" - 5'
DESIGNED BY: RLK/KP
FILE NO. 2168
SHEET 6 OF 7
1.25"
0
1"X411X4'-6" SLAT5, 2-FIN15H NAIL AT
TOP AND BOTTOM
2"X4"X4' BEAMS, TOE NAIL TO P05T
NOTE: PRESERVATIVE STAIN ON ALL WOOD.
COLOR TO MATCH THAT OF SLOG.
411X411X8' POSTS
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CONCRETE FOOTING
v=1 I I=1 11=
WOOD FENCE D E TA L
NOT TO SCALE
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CITY OF WINCHESTER, VA FIRE HYDRANT SHALL BE TRAFFIC MODEL
DEPARTMENT OF PUBLIC UTILITIES RESTRAINTS SHALL BE BY MEGA -LUG FLANGES
4 - 1/2' STREAMER NOZZLE SHALL FACE THE ROADWAY
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WINCHESTER APPROVED
FIRE HYDRANT
2' MIN. 18' SO - 4' THICK
6" MAX. CONCRETE PAD REQUIRED
IN UNPAVED AREAS
vvvv vv v vvvv vvvv vvvv?.
z SCREW TYPE
ADJUSTABLE
7 CU. FT. MIN. VALVE BOX
#57 STONE
M
4;Q5%0;509.5l GATE VALVE
4" e '
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SR 4. 4:.
14" °o°oBo°o°000 mnarETE
uo°o°o" THRUST BLOCK
goggg " °e$ HYDRANT TEE
BOND BREAKER _/ 1 -'
ONE LAYER #15 FELT 10
STANDARD FIRE HYDRANT INSTALLATION DATE: 9/01
DETAIL NO. SCALE: NONE
WD- 8
LCITY OF WINCHESTER, VA
PARTMENT OF PUBLIC UTILITIES
• THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL
APPLICATION:
I.
BEND
- INLET @ OUTLET
2. TEE- ALL BRANCHES
3. OFFSETS- INLET AND OUTLET
4. CMS
5. PLUGS
6. DEAD ENDS
7. HYDRANTOS SHALL BE RESTRAINED AS DEAD
• THRUST RESTRAINT ON SLIP JOINT DUCTILE IRON PIPE SHALL
BE U.S. PIPE FIELD LOCK LOCK GASKETS FOR TYION JOINT PIPE OR
APPROVED EQUAL.
• THRUST RESTRAINT ON DUCTILE IRON FITTINGS SHALL BE
PROVIDED BY THE USE OF MEGALUG RETAINER (OR
APPROVED EQUAL) AND MECLLWIGL JOINT FITTINGS
STD. JOINT
MINIMUM LENGTH OF RESTRAINT, L
MINIMUM LENGTH TO BE RESTRAINED ON EACH 570E OF
RING (FT)
MINIMUM FOOTAGE OF RESTRAINED PIPE
PIPE
DIAMETER
(IN)
ELBOWS (dog)
VALVE,
TEES,
BRACHES
DEAD
END
6
JET
SFT
IIFT
27FT
41 FT
6
3FT
7FT
14FT
35FT
52FT
/o
4FT
SFT
17FT
42FT
63FT
16
6Ff
13FT
27FT
66FT
99FT
20
SFT
16FT
307
Siff
122FT
24
9FT
19FT
4OFT
98FT
I"FT
• FIGURES BASED ON 36 INCH BURIAL DEPTH ISO PSI TEST
PRESSURE
-FIGURES BASED ON SOIL BEARING CAPACITY OF 1500 PSF
'FIGURES BASED ON LAMNG CONDITION AS SPECIFIED IN THE
wNCHE5TR STANDARD DETAILS
•MURES DO NOT APPLY TO POLY WRAPPED PIPE
STANDARD DUCTILE IRON PIPE RESTRAINT DATE: 9/01
DETAIL NO. SCALE: NONE
WD- 11 -
CITY OF WINCHESTER, VA
DEPARTMENT OF PUBLIC UTILITIES
elpc iB.L MAY BE EXCAVATED
TRENGI WTENIAL FXCEPf IBGH.T
No OR6M4C SILTS k CLAYS
FREE OF ROM, DEBRIS i STONES
LARGER THAN X' OV44UM
VOW CLASS / 57 BEDDING
• IIHE E THE TRENCH BOTTOM 6 ROCK IT SHALL. BE EXCAVATED
TO A MIUMM OF 8" BEOM THE BOTTOM OF THE PPE
NO IIAC16ilE0 WITH BEDDING MATERIAL
FREE OF ROM, DEBRIS L STONES
• WIWRE SUBORADE IS UNSTABLE PIPE SHALL BE BEDDED
ON A MNIMUM OF 8' BEDDING MATERIAL
• ILCXfll TO BE PLACED N 12" LIFTS AND COMPACTED
To Box OF MA%MUM ORY DENSITY
REPLACE SURFACE N KIND
STANDARD STANDARD BEDDING DETAIL DATE: 9/01
DETAIL NO. OUTSIDE TRAFFIC AREAS (PVC OR DIP)
WS - 1 SCALE: NONE
CITY OF WINCHESTER, VA
DEPARTMENT OF PUBLIC UTILITIES TYPICAL RESILIENT SEAT VALVE INSTALLATION:
VALVE BOX AND BOOT SHALL 8E CAST IRON
VALVE BOX COVER SHALL BE MARKED 'WATER'
VALVE TOP SHALL BE FLUSH WITH FINISHED GRADE
18' X Ill' CONCRETE PAD SHALL BE PLACED MOUND
VALVE BOXES LOCATED OUTSIDE OF PAVEMENT AREAS
VALVE BOX SHALL BE SCREW TYPE FOR ADJUSTMENT
Da n4
00
• Y.
1/2
v4„
MECHANICAL JOINT FITTINGS AND PIPE RESTRAINED
BY USING MEGA -LUG RESTRAINING FLANGES
STANDARD
DATE: 9/01
TYPICAL VALVE & BOX INSTALLATION
DETAIL NO.
SCALE: NONE
WD- 9
LCITY OF WINCHESTER, VA
PARTMENT OF PUBLIC UTILITIES
N
F➢RN BOARD <1
GRADE
L I '---I f-- 6•• NIND.N
EXCAVATION LD(IT
GATE VALVE
TRF]OI ]OTTO1�
UIDISTIRBED FIRTH
L Bl1XR
STOE BEDDING
TEE, WYE,
OR PLUG
TYPICAL SECTIUN
IN LIEU OF WOOD FORM26 THE FITTING NAY BE WRVY'ED WITH
"DEOTES HAND EXCAVATIM
PO.YETIITLEYE, NO TIE CONCRETE POURED TD COPLETELY SURHABIDS
-0' • IC' KIN, FOR I FOR • AND SNNFR PIPE
N THE F177GS MID AGAINST LBOISTURSED SOIL THE BEARING 00ENSMNS
'D' • 111" MIX FOR W' THIN 80" PIPE
AGAINST UNDISTURBED SOD_ SHALL REK43N AS SHOWN
SEE CHART BELOW FOR AB,C ODENSION&
CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS
PIPE
PLUGS. VYES L
TEES
U 114• AND 22 LIZ
BEINGS
45• MID 90•
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1'-6',
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IO"
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12"
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GALV. IIRODS OVER FITTDCS MID
EOEODED N CONCRETE THRUST BLOCKS
FITTING SIZE
ROD SIZE
NO. RODS EMBEDMENT
4'
TIE" L LESS
6
2
30"
VERTICAL BENDS
FttT06 VO.INE 6 THRUST BLOCK IN LU.YA
tt7r LL-I/4• 22-t/2• 4S 90'
STOVE BEDo.
B"
-
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2.3
THRUST BLOCKS FOR VERTICAL
O„
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37
UP BENDS SHALL BE THE SAME
AS FOR HORIZONTAL BENDS.
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as
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23
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22
441
7.8
-
STANDARD CONCRETE THRUST BLOCKING r
9/01
DETAIL NO SCALE: NONE
WD-12 - -
CITY OF WINCHESTER, VA
DEPARTMENT OF PUBLIC UTILITIES 10 A MNB U1ntFD, mrT.OmTNc BO,rTOM'TOF�iLE P�iPEcxcA`ATED
BIGNFIUFD 8EI011I0
A40 WITH MATERIAL
FREE 6 ROOTS, fERPoS R STONES
• WHERE SUBORIDE 6 INSTABLE, PIPE SNAIL BE SODDED
ON A M►MIM OF 6" BEDDING MATERIAL
• IIACKF71L TO BE PLACED IN 12" LIFTS NO COMPACTED
TO LOX OF LAOAY DRY OE/SRIY
REPLACE SURFACE N TOO
VDOT CLASS 21A FYCKFLL PLACE
IN 6 NCH LIFTS, CONNPACTLD TO
B57L OF MAX I" DRY DENSITY
III
/
III
/////%
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VDOT CLASS , 67 BEDDING
IF
I I I=1 I I=1 I I=1 I I=1 I I=1 I I I
OD. r 24"
STANDARD
STANDARD BEDDING DETAIL
DATE: 9/01
DETAIL NO.
WITHIN TRAFFIC AREAS (PVC OR DIP)
WS - 2
SCALE: NONE
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DATE: 05/07/01 1
SCALE: NO SCALE
DESIGNED BY: RLK/KP
FILE NO. 2168
SHEET 7 OF 7
a
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GENERAL NOTES
VD0T GENERAL NOTES
LECEND
VICINITY MAP
tg
"=
SCALE 1 2000'
EXISTING INTERMEDIATE CONTOUR
33
1.
Methods and materials used in the construction of the improvements herein shall conform to the current
Vl.
All work on this project shall conform to the latest editions of the Virginia Department of
EXISTING INDEX CONTOUR
330
iiii
County construction standards and specifications and/or current VDOT standards and specifications.
Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion
and Sediment Control Regulations and any other state, federal, or local regulations
PROPOSED CONTOUR
40
UJ
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
U
must be provided prior to issuance of the site development permit. The approval of these plans in no way
laps, the most stringent shall Quern.
P g g
PROP E/P
PROPERTY IN THE G/7Y
relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion
P g P g�
PROPOSED EDGE OF PAVEMENT
Control Handbook.
V2.
All construction shall comply with the latest U.S. Department of Labor Occupational
Safety & Health Administration VOSH Rules
EXISTING CURB AND GUTTER
EX C&G
OF kYINGHESTER
3.
A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
and & Regulations.
PROP C G
VDOT and Frederick Count prior to construction in existing State right-of-way.
(VDOT) Y P g g Y
PROPOSED CURB AND GUTTER
SNYDER LN �� 2
W
o
V3.
When working on VDOT right-of-way, all traffic control, whether permanent or temporary,
CG-6
CG-6R
`O
CO
00
4.
Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
shall be in accordance with the current edition of VDOT s work area protection manual.
TRANSITION FROM CG-6 TO CG-6R
�]
��
-4
required under State law.
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
�� ��
::r,
Cc N
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
PROPOSED TELEPHONE LINE T
3N
(VDOT) to determine if and where guard rail and/of 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. 16" RCP
�,�
>
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 ;z
��
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
PROP, 15" RCP
APITOL LANE
SITE
V5.
Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT
PROPOSED STORM. SEWER
�
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.
representative of the developer must be available at all times.
EXISTING SANITARY SEWER
v X
V6.
If required by the local VDOT Residency Office, a be
PROPOSED SANITARY SEWER
SHEET INDEX
tn.-
F
7.
Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
preconstruction conference must
4.
Control Devices (MUTCD).
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.
EXISTING ELECTRIC SERVICE
B.
All unsuitable material shall be removed from the construction limits of the roadway before placing
PROPOSED ELECTRIC SERVICE E
E
COVER SHEET SHEET 1
o�,
embankment.
V7.
Contractor shall notify the local VDOT Residency Office when work is to begin or cease for
SITE GRADING PLAN SHEET 2
a) o
9.
All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
an undetermined length of time. VDOT will also require 48 hours notice for an
Y g q Y
inspection.
EXISTING GAS LINE
e
E&S CONTROL PLAN, CONTROL NARRATIVE & DETAILS SHEET 3
`�
r
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
PROPOSED GAS LINE G
GW
Co
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
on the plans and as required at the field inspection,
adjacent public roadway through construction and maintenance of a construction entrance
PROPERTY LINE
in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02.
FLOW LINE
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
PROJECT INFORMATION
be minimum 6" diameter and conform to VDOT standard SB-1.
through construction.
FENCE LINE
* * * * #
12.
Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
EXISTING POWER POLE
-O PP
one litter receptacle shall be provided at the construction site.
P p
V9.
Contractor shall ensure adequate drainage is achieved and maintained on the site during
STREET ADDRESS 3229 SHAWNEE DR.
and at the end of construction.
EXISTING TELEPHONE POLE
� TP
wINCHESTER, VA. 22602
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
V10.
All water and sewer lines within existing or proposed VDOT right-of-way are to have
EXISTING WATERLINE W/ TEE
!Ti
MAGISTERIAL DISTRICT BACK CREEK
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 "
� T
PARCEL IDENTIFICATION NO. 63-A-110,371-1-1(CITY)
condition at all times.
LOT AREA 65.79 AC
zo
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
FH
DISTURBED AREA 4.66 AC
_
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
CURRENT ZONING M2
>
sheets, and connections to existing lines.
vicinity until an adequate design can be determined by the engineer and approved by VDOT.
EXISTING WATER VALVE
e w
CURRENT USE MANUFACTURING
15.
All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
VI 2.
All undercut areas and borrow material shall be inspected and approved by VDOT Inspector
PROPOSED WATER METER
m WM
PROPOSED USE MANUFACTURING
standards and specifications of Frederick County and FCSA.
prior to placement of fill.
EXISTING REDUCER
SETBACKS -
16.
The location of existing utilities shown in these plans are taken from existing records. It shall be the
PROPOSED REDUCER
REQUIRED: FRONT: 75'
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
SIDE: 25'
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
REAR: 25'
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
1Q0
Q
of any dedicated street right-of-way. At the direction of VDOT Inspector density tests
BUILDING HEIGHT: MAXIMUM 60' (NONE PROPOSED)
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
+
result of his construction project within or contiguous to the existing right-of-way.
p j g g g Y.
Road and Bride Specifications. A co of all tests shall be submitted to VDOT
g p copy prior to
PROPOSED SANITARY LATERAL CLEANOUT
SIGNS: NONE PROPOSED
final VDOT approval.
w
18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
F.A.R. CALCULATIONS
H
must be provided to Frederick County prior to issuance of grading and/or site
V14.
VDOT Standard CD and UD underdrains shall be installed where indicated on these plans
SANITARY MANHOLE IDENTIFIER.
12
LOT AREA = 65.79 AC = 2,865,812 S.F.
Q
development permits.
and further where determined necessary by VDOT Inspector.
EX. BUILDINGS = 327,942 S.F.
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
PROP ADDITIONS = 149,622 S.F.
project. The relocation should be done prior to construction.
VI 5.
The installation of any entrances and mailboxes within any dedicated street right-of-way
PROP ADDITIONS THIS PROJECT = 0.0 S.F.
shall meet VDOT minimum design standards and is the developer's responsibility.
TOTAL = 477,564 S.F.
20.
These plans identify the location of all known gravesites. Gravesites shown on this plan will be prof, acted
EASEMENT LINE
477„564/2,865,812 = 0.167 (F.A.R.)
in accordance with state law. In the event gravesites 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
12 0
ENVIRONMENTAL FEATURES
21.
The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
acceptance of work. Unit and total prices may be obscured.
EXISTING SPOT ELEVATION
FEATURF, EX. ACREAGE ACREAGE DISTURBED
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 3
FLOODPLAINS 3.69 0
22.
Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
markings must installed by the developer or, at VDOT's discretion, by VDOT on an
EXISTING TREE DRIP LINE
LAKES & PONDS 0 0
WETLANDS PL 1 AC. 0 0
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
a
account receivable basis.
SINKHOLES 0 0
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
NATURAL, STORM WATER
DETENTION AREAS 0 0
STEEP SLOPES PL 15% 0 0
23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
r .
WOODLANDS 0 0
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
PROPOSED TREE
RED MAPLE
C )
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.
HANDICAP RAMP (CG-12)
®
J
DENOTES LOCATION OF STD VDOT
LANDSCAPE CALCULATIONS
Q
UTILITY CONTACTS
FIRE MARSHALL S NOTE
CG-12 AND/OR JURISDICTIONAL
STANDARD RAMP CONSTRUCTION
LANDSCAPE AREA REQUIRED = 15% OR 9.87 AC
EXISTING 8.64 AC 371-1-1)
G1.,
J
PARKING INDICATOR
12
: (PIN
10.7 AC (AROUND SWM POND
W
E-+
INDICATES THE NUMBER OF
TOTAL EXISTING = 19.3 AC OR 29%
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Water/Sewer: Department of Public Utilities Power: Allegheny Power
Fire lane markings and signage:
TYPICAL PARKING SPACES
-EXPANSION
t-+
Cityof Winchester P.O. Box 1458
"
Any No Parking signs and yellow painted curb locations will be installed
PROPOSED STORAGE AREA SIGN REDUCES AVAILABLE AREA
(t,
E� E-�
P.O. Box 75 Hagerstown, MD 21741
by field inspection at the direction of the Fire Marshall s Office.
PROPOSED 8.64 AC (PIN 371-1-1)
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`_'
Winchester, V.A. 22604 1-800-654-3317
8.53 AC �N�M POND)
Q
(540) 665-1815"�""
Gas: Shenandoah Gas Co.
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TOTA 9-SED = 17.17 AC OR 26%
O C_}
4
Telephone: VERSION P.O. Box 2400
AREA PROVIDED STILL GREATER THAN AREA REQUIRED
P.O. Box 17398 Winchester, VA 22604
�"
W
Baltimore, MD 21297 (540) 869-1111
(301) 954-6282
O
MISS UTILITY 1-800-257-7777
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NOTE: FINISHED GOODS STORAGE EXPANSION WILL NOT
U)
INCREASE EMPLOYEE COUNTS NOR PARKING SPACES NEEDED
a
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7�
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FCSA CONSTRUCTION NOTES
TRIP GENERATION DATA
COVER SHEET
TH o Fv
CLASS
USE
PER ACRE
# ACRES
TRIP RATE
VPD
I. 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.
U �''
MARK D. SMITH
Project Name:
Project Number:
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY.
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE
� N0.022837
TREX COMPANY,
THIS
LAN WILL NOT
FFECT TRIP GEN
RATION
AUTHORITY'S INSPECTOR.
�
Magisterial District:
Date of Plan: (Month, Day, Year)
4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER
METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY
-to NAL
ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF
BACK CREEK
05/11/01
THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21
INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS
Owner: Address, Including Zip Code &Telephone No.
THE DEVELOPER'S CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY.
/
PROFESSIONAL SEAL &SIGNATURE
3229 SHAWNEE DR.
5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES.
TREX COMPANY, L.L.C.
WINCHESTER, VA 22601
DATE:
05/11/01
THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE
APPROVAL
THESE PLANS ARE IN CONFORMANCE WITH
678-8100
AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID.
FREDERICK COUNTY STANDARDS AND
Developer:
Address, Including Zip Code &Telephone No.
DESIGNED BY: RLK
6. THE SANiTATivN AU UM11' SHALL TAP ALL EX1STiivG 'WATER Li1VES. THEY WILL FURNISH THE MATERIALS FOR
� �
ORDINANCES. ANY DEVIATION OR CHANGE
AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK.
IN THESE PLANS SHALL BE APPROVED BY
SAME AS ABOVE
CHECKED BY:
N/A
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
FREDERICK COUNTY ZONING ADMINISTRATOR DATE
THE ZONING ADMINISTRATOR PRIOR TO
8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR
Engineer Certifying Plan:
Address, Including Zip Code & Telephone No.
DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013.
* SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL.
* F.C.S.A. APPROVAL VALID FOR (2) TWO YEARS FROM DATE OF APPROVAL.
151 Windy Hill Lane
JOB NO.
2168
IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED.
Greenway Engineering
Winchester, VA 22602
(540) 662-4185
SHEET
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NOTES:
1. NO SITE L I C6HT I NC6 15 PROP05ED WITH TH 15 EXPANSION.
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2. NO 5AN I TARY SEWER 15 PROPOSED WITH TH I5 EXPANSION.
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5. TH I L DE�6N. CQF E 5TORMWATER MANAGEMENT 5YSTEM WA5 FOR
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FILE
N0. 2168
SHEET 2
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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 LINE OF
STAKES.
6•MAx.
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
now
4
4. BACKFII.L AND COMPACT
THE EXCAVATED SOIL
SHEET FLAW INSTALLATION
(PERSPECTIVE VIEW)
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
adapted has I oddabn d Mm mi Palkie Ma Barriers far k6med CAmtmLTL DBiC
I and Wyad
TEMPORARY DIVERSION DIKE
PLM srs-2
SOURCE: VA. DSWC PLATE 3.09-1
MINIMUM TOP WIDTH (W)
REQUIRED FOR SEDIMENT
TRAP EMBANKMENTS
ACCORDING TO HEIGHT OF
EMBANKMENT (FEET)
.5 0.5 2.0
! 0 1.0 2.0
..5 1.5 2.5
;.0 2.0 2.5
;.5 2.5 3.0
0 3.0 3.0
�.5 3.5 4.0
0 4.0 4.5
ORIGINAL
GROU ID
a".
SOURCE: VA. DSWC PLATE. 3.13-i
TEMPORARY SEDIMENT TRAP
VARIABLE
ORIGINAL
GROUND
a".
•SEE PLATE 3.13-1
67 CU. YD./ACRE
67 CU. YD./ACRE
(EXCAVATED)
TREX COMPANY, L.L.G.
FINISHED 600D5 5TORAOE AREA EXPANSiON
EROSION AND SEDIMENT CONTROL NARRATIVE
Description: This project proposes to finish grade the remaining portion of the finished
goods storage area. The total area to be disturbed by this project 15 approximately
4.66 acres.
Date of construction: Construction will begin following plan approval.
Existing site conditions: The area to be disturbed under this plan Is a combination of
vacant grass land and Trex's current finished goods storage area.
Adjacent areas: This project is bounded on the north by Shawnee drive, on the south by
property owned by Flex-O-61as and H.P. Hood, on the west by and existing rail line, and
on the east by the Route bl right of way.
Solis information: The existing soil conditions were obtained From the USDA Soils
Survey. The soil types listed include the 5E3, 6G, and 52E3 soils. Erosion potential for
these soils Is moderate to severe.
Grltical areas: Hogue Greek runs through the eastern portion of this site. No
development is proposed in or near the creek.
Erosion and sediment control measures: Control of erosion and sedimentation for this site
shall be achieved by installing the following.
I. Silt Fence.
2. Diversion dikes.
3. Temporary sediment traps.
Permanent stabilization: Once construction is complete, all disturbed areas not built upon
or paved shall be covered with a minimum of four (4) inches of topsoil. Fertilizer, seeding
and a blanket of straw shall be applied to the topsoil.
Stormwater management. An existing stormwater management pond located on the
southeastern corner of the site will provide control for the additional flows generated
by this project.
Maintenance Program: The erosion and sediment control measures Installed on the site
shall be maintained by performing the following.
I. The site superintendent shall inspect all erosion and sediment control devices after each
rainfall and at least daily during prolonged rainfall. Damaged or deficient controls shall be
repaired or improved immediately.
2 The site superintendent shall inspect daily the areas construction activity to insure
erosion control effectiveness. Additional measures shall be installed immediately where
deficiencies are found.
3. Permanent erosion control measures include the installation of rip rap at storm sewer
outfall5 and the establishment of grass on exposed surfaces disturbed in the construction
process.
Erosion and sediment control program
1. Hold pre construction meeting on site.
2. Clear and grub the areas necessary for installation of the diversion dike, slit fence and
sediment traps.
3. Complete grading. Temporary soil stabilization shall be applied to all disturbed
areas within 14 days if the area is to remain dormant for more than 21 days.
4. After approval by the Inspector, remove the temporary control devices and stabilize the
areas disturbed during removal.
Note: Frederick Gounty and VDOT retains the right to add and/or modify these erosion
and sediment control measures during the construction process, within reason, to ensure
adequate protection to the public and the environment.
•NSITE TYPICALPAVEMENT SECTION
NOT TO
HEAVY PAVEMENT SECTION
• :• • •
/���� /� Imo•/��/��/��/��/� ���
Ire •r� �r� •y �r� �r� ��� �r� Ir- r� fir,
=II=1l III
=11'-1.-IL�IICOMPACTED aeC71ZADE
-
. - . TO•
OPTIMUMAT .•METHOD)
PAVEMENT DE516N BA5ED ON A 5U136RADE GBR DE516N VALUE OF 6. 501L TE5T
OF THE ae6RADE MUST SUBMITTED FOR AGTUAL DETERMINATION OF REQUIRED
PAVEMENT 5EGTION THICKNE55 PRIOR TO CONSTRUCTION.
PVMT5ECT
vARV8LE' TABLE 3.31-B
10 ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
vARAeIE•9?TA "QUICK REFERENCE FOR ALL REGIONS"
N
4• MAX. \ \ \ \
FILTER CLOTH
GROUND
ELEV.
COARSE AGGREGATE« CLASS I RPRAP
CROSS SECTION OF OUTLET
CLASS I R%1W
'ERSION
DIKE
Rffffl
coARSE AGGREGATE ` ///
EXCAVATED /FILTER CLM
AREA \
1
/ _COARSE AGGREGATE SHALL BE VDOT /
OR 357 , / 35
f
OUTLET (PERSPECTIVE VIEW)
SOURCE: VA. DSWC PLATE. 3.13-2
Planting Dates Species
Sept. 1 - Feb. 15
Feb. 16 - Apr. 30
May 1 - Aug. 31
Seeding
Rate
(lbs./acre)
50/50 Mix of
Annual Ryegrass
(Lolium mufti-florum)
& 50 - 100
Cereal (Winter) Rye
(Secal cereale
Anual Ryegrass 60 - 100
(Loliium multi-florum)
German Millet 50
(Setaria italics)
Seed shall be evenly applied with a broadcast seeder, drill,
cultipocker seeder or hydroseeder. Small grains shall be
planted no more than one inch deep. Grasses and legumes
shall be planted with no less than 1 /4" soil cover.
TABLE 3.32-C
SITE SPECIFIC PERMANENT SEEDING MIXTURES
FOR APPALACHIAN/MOUNTAIN AREA
SEDIMENT TRAP COMPUTATIONS
STORAGE
REQUIRED
STORAGE
PROVIDED
WET
WET
DRAINAGE
WET
DRY
WET
DRY
OUTLET
STORAGE
STORAGE
TRAP # AREA
CU. YDS.
CU. YDS.
CU. YDS.
CU. YDS.
HEIGHT
DEPTH
DIMENSION
1 1.65
111
111
114
115
1. 50'
2.00'
APPROX. 46'x39'
2 2.87
192
192
196
207
2.25'
3.00'
APPROX. 56'x37'
Total Lbs.
Minimum Care Lawn
Per Acre
- Commercial or Residential
200-250 lbs.
- Kentucky 31 or Turf -Type Tall Fescue
90-100%
- Improved Perennial Ryegrass *
0-10%
- Kentucky Bluegrass
0-10%
High -Maintenance Lawn
Minimum of three (3) up to five (5) varieties of
bluegrass from approved list for use in Virginia.
125 lbs.
General Slope (3:1 or less)
- Kentucky 31 Fescue
128 lbs.
- Red Top Grass
2 lbs.
- Seasonal Nurse Crop**
20 lbs.
_
150 lbs
Low -Maintenance Slope (Steeper than 3: 1)
- Kentucky 31 Fescue
108 lbs.
- Red Top Grass
2 lbs.
- Seasonal Nurse Crop**
20 lbs.
- Crownvetch ***
20 lbs.
150 Ibs
* Perennial Ryegrass will germinate faster and at lower
soil
temperatures than fescue, thereby providing cover and
erosion
resistance for seedbed.
** Use seasonal nurse crop in accordance with seeding
dates as
stated below:
March, April through May 15th
Annual Rye
May 16th through August 15th Foxtail Millet
August 16th through Sept.,Oct.
Annual Rye
November through February
Winter Rye
*** If Flatpea is used, increase to 30 lbs./acre. All legume seed
must be properly inoculated. Weeping Lovegrass may also be
included in any slope or low-mointance mixtures during warmer
seeding periods; add 10-20 lbs/acre in mixes.
WEIR
TOP
HEIGHT
CREST OF
LENGTH
WIDTH
BERM
WEIR
10.0'
2.5'
2.0
718.50
17. 25'
3.0'
3, 25'
719.25
EROSION/SEDIMENT CONTROL LEGEND
NO. KEY SYMBOL
3.02 cE
3.05 O x--x -x
3.12
3.08
3.18 Q
3.36 Q-...-...-
DESCRIPTION
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE
51LT FENCE
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i E5M'T I , ASEt-'ENT - / t ` $ / ! 1 DB q54 P6 645
Sid i Ve, 43& Fe 5.1q / j _ >`--I DATE: 05/11/01
TM 63-((A))-86A
H.P. HOOD, I NG. f c scALE: 1" = 50'
DB C135 PCB -13Q y
ZONE: MZ DESIGNED BY: RLK
USE: UNDER GONSTRUGTION y JOB NO. 2168
SHEET 3 OF 3
GENERAL NOTES
VDOT GENERAL NOTES
LEGEND
VICINITY MAP
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Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia
SCALE 1 "= 2000'
Department of Transportation (VDOT) Road end Bridge Specifications and Standards, the Virginia Erosion and
EXISTING INTERMEDIATE CONTOUR
33
Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a
1.
Methods and materials used in the construction of the improvements herein shall conform to the current
discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall
EXISTING INDEX CONTOUR
330
County construction standards and specifications and/or current VDOT standards and specifications.
govern.
PROPOSED CONTOUR
40
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2.
Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health
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
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Administration (OSHA), and Virginia Occupational Safety &Health (NOSH) Rules and Regulations.
PROP E/P
PROPERTY 1N THE CITY
relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion
PROPOSED EDGE OF PAVEMENT
Control Handbook.
V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in
EX C&G
DE H1INGHE3TER
Office the Resident Engineer, Virginia Department Transportation
accordance with the current edition of VDO'.P's Work Area Protection Manual. Furthermore, all traffic control
EXISTING CURB AND GUTTER
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3.
A permit must be obtained from the of of
flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications.
PROP C&G
SNYDER LN
(VDOT) and Frederick County prior to construction in existing State right-of-way.
PROPOSED CURB AND GUTTER
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4.
Approval of this plan does not guarantee issuance of an entrance permit b VDOT when such permit is
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V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic
CG-6
TRANSITION FROM CG-6 TO CG-6R
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required under State law.
signal poles, junction boxes, controllers, etc., owned by VDOT or private /public utility companies. It is the
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"A be held
sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict
with the construction activity. VDOT approval of these does not indemnify the developer from
EXISTING TELEPHONE LINE
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5.
The exact location of all guard rails will be determined by VDOT personnel. joint inspection will
proposed plans
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with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
this responsibility.
PROPOSED TELEPHONE LINE
1 0)
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject
EXISTING STORM SEWER -�-
EX. 15 RCP
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responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision
_
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PROP. 15 RCP
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Virginia Department of Transportation VDOT Guard Rail and Paved Ditch Specifications.
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shall be the responsibility of the developer.
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PROPOSED STORM SEWER
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6.
An approved set of plans and all applicable permits must be available at the construction site. Also, a
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use
EXISTING SANITARY SEWER
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representative of the developer must be available at all times.
permits for any work within VDOT right-of-way.
SHEET INDEX
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7.
Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
V7. If required by the local VDOT Residency Office, apre-construction conference shall be arranged and held
PROPOSED SANITARY SEWER s
Control Devices MUTCD
(
by the engineer and/or developer with the attendance of the contractor, various County agencies, utility
EXISTING ELECTRIC SERVICE
8.
All unsuitable material shall be removed from the construction limits of the roadway before placing
companies and VDOT prior to initiation of work.
PROPOSED ELECTRIC SERVICE
COVER SHEET SHEET 1
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embankment.
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any
E&S CONTROL PLANPLAN SHEET 2
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9.
All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to an required
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EXISTING GAS LINE
E&S CONTROL NARRATIVE & DETAILS SHEET 3
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than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
or requested inspection.
PROPOSED GAS LINE
SHEET 4
W 0
SITE GRADING PLAN
10.
All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent
PROPERTY LINE
WATER LINE PLAN AND PROFILE SHEET 5
on the plans and as required at the field inspection.
public roadway via a construction entrance that is constructed and maintained in accordance with Section
3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected
WATER LINE PLAN AND PROFILE SHEET 6
11.
All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
b this project shall be maintained through construction. The Developer shall have, within the limits of the
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FLOW LINE -� ...- ...
-► ... - ... -► •• - •. • -i
DETAILS SHEET 7
be minimum 6" diameter and conform to VDOT standard SB-1.
project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion
FENCE LINE
and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous
EXISTING POWER POLE
a PP
12.
Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
basis for proper installation and operation. Deficiencies shall be promptly rectified.
one litter receptacle shall be provided at the construction site.
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V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end
EXISTING TELEPHONE POLE
b TP
13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
of construction.
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
EXISTING WATERLINE W/ TEE
T
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
Vil. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum
PROPOSED WATERLINE W/ TEE
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PROJECT INFORMATION
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condition at all times.
thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict
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STREET ADDRESS 3229 SHAWNEE DR.
14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
points.
PROPOSED FIRE HYDRANT c$� FH
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sewer lines. Information should also be obtained from the appropriate authorit concerning permits, cut
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V12. An unusual subsurface conditions e.
y ( g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered
WINCHESTER, VA. 22601
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sheets, and connections to existing lines.
during the course of construction shall be immediately brought to the attention of the engineer and VDOT.
EXISTING WATER VALVE w
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Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved
MAGISTERIAL DISTRICT BACK CREEK
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15.
All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
by VDOT.
PROPOSED WATER METER
m WM
PARCEL IDENTIFICATION NO. TM 63-A-110 (COUNTY), TM 371-1-1 (CITY)
standards and specifications of Frederick County and FCSA.
EXISTING REDUCER
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V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
LOT AREA 57.15 AC (COUNTY), 8.64 AC (CITY)
a
a
a
16.
The location of existing utilities shown in these plans are taken from existing records. It shall be the
representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be
PROPOSED REDUCER
W
DISTURBED AREA 4.66 AC
o7
to
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contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
present to insure the sample obtained is representative of the location. When soil samples are submitted to
STOP SIGN
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prior to construction. The contractor shall inform the engineer of an conflicts arising from his existing
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private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project
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CURRENT ZONING M2
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utility verification and the proposed construction.
to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards
VEHICLES PER DAY COUNT
F -00->
CURRENT USE MANUFACTURING
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17.
The developer will be responsible for any damage to the existing streets and utilities which occurs as a
and procedures.
PROPOSED STREET NAME SIGN
+
PROPOSED USE MANUFACTURING
a
a
a
result of his construction project within or contiguous to the existing right-of-way.
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted
PROPOSED SANITARY LATERAL CLEANOUT
SETBACKS -
in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within
: FRONT :
REQUIRED75'
W
o
0
0
18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the
SANITARY MANHOLE IDENTIFIER
12
SIDE: 25 .
E-
'n
must be provided to Frederick County prior to issuance of grading and/or site
direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT
REAR: 25
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development permits.
Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless
CD
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specified otherwise.
STORM DRAIN STRUCTURE IDENTIFIER
O19.
BUILDING HEIGHT: MAXIMUM 60' (NONE PROPOSED)
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.
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as
SIGNS: NONE PROPOSED
20.
These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
specified by VDOT.
EASEMENT LINE
F.A.R. CALCULATIONS
in accordance with state law. In the event gravesites are discovered during construction, the owner and
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet
CENTERLINE
engineer must be notified immediately.
VDOT minimum design standards and is the responsibility of the developer.
LOT AREA = 57.15 AC = 2,489,454 S.F.
'
EXISTING SPOT ELEVATION
12•0
EX. BUILDINGS = 477,564 S.F.
21.
The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be
PROP ADDITIONS THIS PROJECT = 0.0 S.F.
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the
PROPOSED SPOT ELEVATION
7153
TOTAL = 477,564 S.F.
Manual On Uniform Traffic Control Devices.
477,564/2,489,454 = 0.192 (F.A.R.)
22.
Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
EXISTING TREE DRIP LINE
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the
professional engineer and results submitted to Frederick County prior to pavement construction. If a
has been it the in this
start of construction. Copies of all invoices, for materials utilized within any dedicated street right-of-way
must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices
EXISTING TREE
ENVIRONMENTAL FEATURES
geotechnical report prepared, should supersede requirements note.
;
15" OAK 15" PINE
may be obscured.
FEATURE EX. ACREAGE ACREAGE DISTURBED
23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
FLOODPLAINS 3.69 0
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader.
Density will be determined using the density control in Section 304 the VDOT Road
PROPOSED TREE
�RNJ� RED MAPLE
LAKES & PONDS 0 0
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of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
strip accordance with of
and Bridge Specifications and VTM-10. A certified compaction technician shall these tests. Certified
WETLANDS PL 1 AC. 0 0
•
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
perform
copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking
HANDICAP RAMP (CG-12)
®
SINKHOLES 0 0
J
stone depths, a VDOT representative shall be notified and given the opportunity to be present during the
DENOTES LOCATION OF STD VDOT
NATURAL STORM WATER
UTILITY C O N TA C TS
construction and testing of the density control stri P•
CG-12 AND/OR JURISDICTIONAL
STANDARD RAMP CONSTRUCTION
DETENTION AREAS 0 0
STEEP SLOPES PL 15% 0 0
V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge
Specifications. Density shall be determined using the density control strip as specified in Section 315 and
PARKING INDICATOR
INDICATES THE NUMBER OF
12
WOODLANDS 0 0
W
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Water/Sewer: Department of Public Utilities Power: Allegheny Power
VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be
submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the
TYPICAL PARIQNG SPACES
City of Winchester P.O. Box 1458
opportunity to be present during the construction and testing of the control strip.
TREX PROPERTY SITE PLAN REFERENCES LANDSCAPE CALCULATIONS
C'7 Ri
E-{ [�+
P.O. Box 75 Hagerstown, MD 21741
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Winchester, VA. 22604 1-800-654-3317
# 49-00 FINISHED GOODS STORAGE AREA LANDSCAPE AREA REQUIRED = 15% OF 57.15 AC = 8.57 AC
Q
(540) 665-1815
V21. In accordance with Section 302.03, this foundations for pipe culverts thirty-six (36) inches and larger
# 46-00, PLANT #2 EXISTING : 23.8 AC [TM 63-A-110 (COUNTY)]
Gas: Shenandoah Gas Co.
shall be explored below the bottom of the excavation to determine the type and condition of the foundation.
# 24-00 BUILDING ADDITION TOTAL EXISTING = 23.8 AC (COUNTY) OR 41%
0 CJ
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Telephone: VERSION P.O. Box 2400
The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to
# 12-00 TEMPORARY PARKING LOT
;2;
W
P.O. Box 17398 Winchester, VA 22604
placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding,
# 15-00 OFFICE BUILDING
GY
W
Baltimore, MD 21297 (540) 869-1111
(301) 954-6282
or otherwise unsuitable foundation is a countered, the foundation design and/or need for foundation
# 48-9.8 PLANT #1 PROPOSED STORAGE AREA EXPANSION REDUCES AVAILABLE AREA
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stabilization shall be determined by the engineer and approved by VDOT.
# 35-97 OUTDOOR STORAGE TOTAL PROPOSED = 19.1 AC OR 33%
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PROPOSED : 19.1 AC [TM 63-A-110 (COUNTY)]
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V22. Approval of these plans shall expire three (3) years from the date of the approval letter.
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V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified
AREA PROVIDED STILL GREATER THAN AREA REQUIRED
QO
MISS UTILITY 1-800-257-7777
by VDOT.
V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in
NOTE: FINISHED GOODS STORAGE EXPANSION WILL NOT.
INCREASE EMPLOYEE COUNTS NOR PARKING SPACES NEEDED
O
CITY OF WI N C H ES TER CONSTRUCTION NOTES
accordance with VDOT's installation criteria.. Final approval of the guardrail layout to be given by VDOT after
grading is mostly complete.
Z
1.
All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
GENERATION DATA
COVER SHEET
standards and specifications of the City of Winchester and/or the City of Winchester Public Utilities..
,TRIP
I Gs
CLASS
USE
PER ACRE
# ACRES
TRIP RATE
VPD
MARK D. SMITH
Project Name:
Project Number:
THIS
PLAN WILL NOT AFFECT
TRIP GENERATION
No. 022837
014 ®'
TREX COMPANY, L.L. C o
2168
SIONAL
Magisterial District:
BACK CREEK
Date of Plan: (Month, Day, Year)
05/11/01
FIRE MARSHALL'S NOTE
Owner: Address, Including Zip Code & Telephone No.
Fire lane markings and signage:
PROFESSIONAL SEAL &SIGNATURE
3229 SHAWNEE DR.
Any "No Parking" signs and yellow painted curb locations will be installed
APPROVAL
`�REX COMPANY, L.L.C. WINCHESTER, VA 22601
by field inspection at the direction of the Fire Marshall's Office.
THESE
THESE PLANS ARE IN CONFORMANCE WITH
678-8100
DATE:
05/11/O1
EERPL COUNTY STANDARDS AND
Developer: Address, Including Zip Code &Telephone No.
DESIGNED BY: RLK/KP
FREDERICK COUNTY ZONING ADMINISTRATOR DATE
IN THESE PLANS SHALL BE APPROVED BYSAME
AS ABOVE
THE ZONING ADMINISTRATOR PRIOR TO
CHECKED
BY:
N/A
CONSTRUCTION
Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
* SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL.
* F.C.S.A. APPROVAL VALID FOR (2) TWO YEARS FROM DATE OF APPROVAL.
151 Windy Hill Lane
JOB NO.
2168
Greenway Engineering Winchester, VA 22602
(540) 662-4185
SHEET 1 OF 7
a
THIS SHEET
FOR EROSION AND
SEDIMENT CONTROL ONLY !I!
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No.022837
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EROSION/SEDIMENT CONTROL LEGEND
NO. KEY SYMBOL DE5GRIPTION
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0 SANiTA�rZY SEWER
WATER ESM'T
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� INVENTORY GON�OL
E3U I LD i NG
3.ID2 C
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE
D13 406 PG 518 i
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3-05 5F x —x - x
SILT FENCE
LIMITS OF CLEARING d GRADING
DATE:
05/11/01
1
0
DRAINAGE DIVIDE
EO\ 60OD5 STORAGE I
III
/ FINISHED GOODS IYTORAGE /
CULVERT INLET PROTECTION
SEDIMENT
SCALE: AS SHOWN
TEMPORARY TRAP
DESIGNED
BY.-
RLK/KP
3.20 GD '
ROGK CHECK DAM
JOB
N0. 2168
SHEET 2
OF 7
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CONSTRUCTION OF A SILT FENCE
SILT FENCE CULVERT INLET
00
STONE CONSTRUCTION ENTRANCE
(WITH WIRE SUPPORT)
PROTECTION
1. SEr POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE UNE
TREX COMPANY, L.L.G.
FIN15HED GOODS STORAGE AREA EXPANSION
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A 3. PAVEBTETVT�
OF POSTS.
ENOWALL
ER05ION AND SEDIMENT GONTROL NARRATIVE
LU
5:1
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FT M? CLOTHS 6' y„y A YOUNrABLE BERM
-
Description: This project proposes to finish grade the remaining portion of the finished
(oPTwNAL)
SIDE ELEVATION
I j 1
TOE
c3
goods storage area. The total area to be disturbed by this project is approximately
4.66
+�
acres.
IX/S/ING
70 U"
Date of construction: Construction will begin following plan approval.
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Existing site conditions: The area to be disturbed under this plan is a combination of
vacant grass land and Trex's current finished goods storage area.
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(OPIXINAL)
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Adjacent areas: This project is bounded on the north by Shawnee drive, on the south by
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12' MIN. EWSRNG
PAwaTW
_
4
property owned by Flex-0-61as and H.P. Hood, on the west by and existing rail line, and
't4
co C\2
to
on the east by the Route 81 right of way.
AND COMPACT THE
3. ATTACH THE FILTER FABRIC TO THE WIRE 4. EXCAVATED SOIL
TOE OF
°
Do
5olls information: The existing soil Conditions were obtained from the USDA Soils
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to N
POsmvEORAIN4GE to'"iN
COURSE AGGREGATE g �E N'G DENCE
FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED
SILT FENCE °
DISTANCE IS 6' MINIMUM OW
Survey. The soil types listed include the 5B, 6G, and 32B soils. Erosion potential for
these is t0
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• "UST EA7&4D FULL WIDTH
IS TOWARD EMBANKMENT
SO11S moderate severe.
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�TTo� AND E`er PLAN VIEW
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Gritical areas: Hogue Greek runs through the eastern portion of this site. No
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development is proposed in or near the creek.
H
STONE COMBINATION
'MIN.
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Erosion and sediment control measures: Gontrol of erosion and sedimentation for this site
shall be achieved by installing the following.
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I. Silt Fence.
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1.a• 1s
2. Diversion dikes.
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FKTER CLOTH
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SECTION A -A
3. Temporary sediment traps.
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4. Gonstruction Entrance
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5. Gulvert Inlet Protection
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EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
FLOW _
2.5'
6. Rock Check Dams
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FILTER FABRIC
Permanent stabilization: Once construction is complete, all disturbed areas not built upon
or paved shall be covered with a minimum of four (4) inches of topsoil. Fertilizer, seeding
RETNFORCEO CONCRETE DRAIN SPACE
WIRE I
IIII I :;(j;lllli�
*VDOT y3, #357, #5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP
TO REPLACE SILT FENCE IN " HORSESHOE " WHEN
and a blanket Of Straw shall be applied to the topsoil.
SECTION B-B
HIGH VELOCITY OF FLOW IS EXPECTED
5tormwater management: An existing stormwater management pond located on the
SOURCE: Ada ted from Installation of Straw and Fabric Fitter Barriers for Sediment Control, PIATE. 3.05-1
southeastern corner of the site will provide control for the additional flows generated
Z
SOURCE AWTED from 1983 Maryland Standards for Soil erosion and Sediment Contr% and Va. DSWC Plate J02-1
5hernW A 1;
SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1
by this project.
0
TEMPORARY DIVERSION DIKE
MINIMUM TOP WIDTH (W)
TEMPORARY SEDIMENT TRAP
Maintenance Program: The erosion and sediment control measures installed on the site
shall be maintained by performing the following.
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I. The site superintendent shall inspect all erosion and sediment control devices after each
(1;
REQUIRED FOR SEDIMENT
i'I VARIABLE' I
rainfall and at least daily during prolonged rainfall. Damaged or deficient controls shall be
repaired or improved immediately.
TRAP EMBANKMENTS
ORIGINAL I VARIABLE°
2 The site superintendent shall inspect daily the areas construction activity to insure
GROUND
erosion control effectiveness. Additional measures shall be installed immediately weher
ACCORDING TO HEIGHT OF
1'0
deficiencies are found.
67 CU. YD./ACRE VARIABLE,
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3. Permanent erosion control measures include the installation of rip rap at storm sewerEMBANKMENT(FEET)
outfalls and the establishment of grass on exposed surfaces disturbed in the construction
if
process.
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67 CU. YD./ACRE
4' MAX.
Erosion and sediment control program
A
(EXCAVATED)
FILTER CLOTH GROUND ORIGINAL
1. Hold pre construction meeting on site.
ELEV.2.
Glear and grub the areas necessary for installation of the diversion dike, silt fence and
°SEE PLATE 3.13-1 COARSE AGGREGATE** CLASS I RIPRAP
sediment traps.
3. Gomplete grading. Temporary soil stabilization shall be applied to all disturbed
areas within 14 days if the area is to remain dormant for more than 21 days.
on
1p
Compacted sou
CROSS SECTION OF OUTLET
4. After approval by the inspector, remove the temporary control devices and stabilize the
f
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areas disturbedduring removal.
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MARK D. SMITH
18" Min.
<-- P,,v
1.5 0.5
2.0 1.0
2.o
2.0
CLASS I RIPRAP
LENGTH pN FEET) -
-
6 X DRAINAGE AREA
Note: Frederick Count and VOOT retains the right to add and/or modify these erosion
y g y
and sediment ``° 'eantral measures Burin thconstruction process, within reason, to ensure
g
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No. 022837
-
2.5 1.5
3.0 2.0
2.5
2.5
(IN AC J
adequate pr t ction to the public and the environment.
e,• 3.5 2.5
Ho H 4.0 3.0
3.0
3.0
DIVERSION
�_. / DIKE
*•°' min5.0
4.5 3.5
4.0
4.0
4.5
�� f
�- EXCAVATED AREA���.
MAX. DEPTH = 4'
�-
ORIGINAL
D
ELEV GROUND.
COARSE AGGREGATE
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EXCAVATED FILTER CLOTH
AREA
•
ON5I TE TYPI GAL PAVEMENT SEGTI ON
o
..COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5
OUTLET (PERSPECTIVE VIEW)
NOT TO SCALE
SOURCE: VA. DSWC PLATE 3.09-1
SOURCE: VA. DSWC PLATE.
3.13-1
SOURCE: VA. DSWC PLATE. 3.13-2
HEAV'r PAVEMENT SEGTION
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1.5" 5M-12.5A 50RFAGE COURSE
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ROCK CHECK DAM
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TABLE 3.32-C
ilTII�II�IIJIII�IIIII�hill�Illl�Ilil��IITI�oi COMPACTED 5U56RADE
i (COMPACTED TO 95% DENSITY
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2 ACRES OR LESS OF DRAINAGE AREA:
TABLE 3.31-B
SITE SPECIFIC PERMANENT SEEDING MIXTURES
FOR APPALACHIAN/MOUNTAIN AREA
I AT OPTIMUM MOISTURE CONTENT
Q
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ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
Total Lbs.
VOOT VTM-1 METHOD)
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"QUICK REFERENCE FOR ALL REGIONS"
Minimum Care Lawn Per Acre
PAIVEMENT OESI6N BASED ON A SUB6RADE GBR DE516N VALUE OF 6. SOIL TEST
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FILTER CLOTH
- Commercial or Residential 200-250 lbs.
OF THE 5UB6RADE MUST 5UBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
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- Kentucky 31 or Turf -Type Tall Fescue 90-100%
PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.
(OPTIONAL)
Rate
- Improved Perennial Ryegrass * 0-10%
PVF?rSEGT
Q
(DOWNSTREAM VIEW)
Planting Dates Species (lbs./acre)
- Kentucky Bluegrass 0-10%
High -Maintenance Lawn
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VDOT #1
Minimum of three (3) up to five (5) varieties of
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COARSE AGGREGATE
Sept. 1 - Feb. 15 50/50 Mix of
bluegrass from approved list for use in Virginia. 125 lbs.
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FLOW 2, 3"
Annual Ryegrass
(Lolium multi-florum)
General Slope (3:1 or less)
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& 50 - 100
Cereal (Winter Rye
- Kentucky31 Fescue 128 lbs.
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(Secal cereale
- Red ToGrass 2 lbs.
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- Seasonal Nurse Crop** 20 lbs.
150
lbs
2-10 ACRES OF DRAINAGE AREA:
Feb. 16 - Apr. 30 Anuol Ryegrass 60 - 100
(Loliium multi-florum)
Low -Maintenance Slope (Steeper than 3:1)
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- Kentucky 31 Fescue 108 lbs.
i!
- Red Top Grass 2 lbs.
.
1
- Seasonal Nurse Crop** 20 lbs.
1
g"
May 1 - Aug. 31 German Millet 50
(Setaria italics)
- Crownvetch *** 20 lbs.
SEDIMENT TRAP COMPUT,4TiON6
150 lbs
3"
* Perennial Ryegrass will germinate faster and at lower soil
STORAGE REQUIRED STORAGE PROVIDED WET WET
FILTER CLOTH
temperatures than fescue, thereby providing cover and erosion
resistance for seedbed.
DRAINAGE WET DRY WET DRY OUTLET STORAGE STORAGE WEiR TOP
HEIGHT CREST OF
(OPTIONAL)
Seeding
�
TRAP AREA C.U. YDS. CU. YDS. CU. YDS. CU. YDS. HEIGHT DEPTH DIMENSION LENGTH WIDTH
i3ER1 WEIR
(DOWNSTREAM VIEW)
** Use seasonal nurse crop in accordance with seeding dates as
stated below:
1 1.65 III 111 114 115 1.50' 2.00' APPROX. 4(o'x3S' I®.®' 2.5'
2.0 'i18.50
VDOT #1
Seed shall be evenly applied with a broadcast seeder, drill,
hydroseeder. Small
March, April through May 15th Annual Rye
May 16th through August 15th Foxtail Millet
DATE: 05/07/01
cultipacker seeder or grains shall be
COARSE AGGREGATE planted no more than one inch deep. Grasses and legumes August 16th through Sept.,Oct. Annual Rye 2 2.81 1S2 IS2 1S(0 201 2.25 3.00 APPROX. 5ro'x3i' 11.25 3.0 325 Z1s.25
shall be planted with no less than 1/4" soil cover.
November through February Winter Rye
SCALE: NO SCALE
FLOW ' .V 3"
*** If Flotpea is used, increase to 30 lbs./acre. All legume seed
must be properly inoculated. Weeping Lovegrass may also be
DESIGNED BY:
RLK/KP
included in any slope or low-maintance mixtures during warmer
seeding periods; add 10-20 lbs/acre in mixes.
FILE
NO. 2168
CLASS 1 RIPRAP
SHEET 3
OF 7
PLATE 3.20-1
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TIE TO X I} VIL TRUCK SCE \. AREA
CI8" TAPPING SLEEVE
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a CONTRACTOR SHALL FIELD VERIFY 6A5 LINE LOCATION TOROUGH TEST PI 6 P IOR TO
GON5TRUGTION OF THE WATER LINE. I
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No.022837
SjONAL
DATE: 06 /22 /01
SCALE: HORZ: 1"=30'
DESIGNED BY: RLK/K
JOB NO. 2168R
SHEET 5 OF 7
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DATE: 5 /7 /01
SCALE: V 1" — 50'
DESIGNED BY: RLK/KP
0
FILE NO. 2168
SHEET 6 OF 7
1.251,
C 74
I"X411X4'-8" SLATS, 2-FINISH NAIL AT
TOP AND BOTTOM
2 "X411X4' BEAMS, TOE NAIL TO POST
NOTE: PRESERVATIVE STAIN ON ALL WOOD.
COLOR TO MATCH THAT OF BLDG.
411X4"X8' POSTS
CONCRETE FOOTING
WOOD FENCE D E TA I 1
NOT TO SCALE
CITY OF WINCHESTER, VA FIRE HYDRANT SHALL BE TRAFFIC MODEL
DEPARTMENT OF PUBLIC UTILITIES
RGSTRNNTS SHALL 8E 8Y MEGA -LUG FLANGES
4 - 1/2" STREAMER NOZZLE SHALL FACE THE ROADWAY
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WINCHESTER APPROVED
FIRE HYDRANT
" MIN. 18" SO - 4" THICK
2
2' MAX CONCRETE PAD REQUIRED
IN UNPAVED AREAS
Z SCREW TYPE
ADJUSTABLE
7 CU. FT. MIN. VALVE BOX
#57 STONE
1h
GATE VALVE
4" n �•
.e
t� . • °°Aa°e°eo^°°'eo°oe°°oo°ue o^°o^ •:.r :••
y °°°e°e°a°eee°e°e°e°e°°°°°°° THRUSTS
14" THRUST LE
BOND BREAKER-J i
ONE LAYER #15 FELT 1A
HYDRANT TEE
STANDARD FIRE HYDRANT INSTALLATION DATE: 9/01
DETAIL NO. SCALE: NONE
WD- a
CITY OF WINCHESTER, VA
DEPARTMENT OF PUBLIC UTILITIES
• THE FOUZMNG JOINTS MUST BE RESTRAINED W ALL
APPLICATION:
1. BENO- INLET h OUTLET
I TEE- ALL BRANCHES
3. OFFSETS- INLET AND OUTLET
4. CAPS
6, PI11GS
6. ENDS
HYDRANT
7. HYDRANT RUNOUIS 511AI1 BE RESTRAINED AS DFi10
• THRUST RESTRAINT ON SLIP JOINT DUCTILE NDN PIPE SHALL
BE U.S. PIPE FIELD LOCK LOCK GASKETS FOR TYMN JO r PIPE OR
APPROVED EQUAL
• THRUST RESTRAINT ON DUCTILE IRON FITTINGS SHALL BE
PROVIDED BY THE USE OF MEGALUG RETAINER (OR
APPROVED EQUAL) AND MECHANICAL JOINT FITTINGS
STD. JOINT
LNIMUM LENGTH OF RESTRAINT, L
MINIMUM LENGTH TO BE RESTRAINED ON EACH SIDE OF
ING (FT)
MINIMUM FOOTAGE OF RESTRAINED PIPE
PIPE
DIAMETER
(N)
ELBOWS (d4q)
VALVE,
TEES.
BRACtES
DEAD
END
ITM
6
SFr
-Vr
I 11FT
27Fr
41FT
B
3FT
7FT
I4FT
]SFr
52FT
10
4FT
8FT
17FT
42FT
63FT
16
$FT
13FT
27FT
6*7
BBFT
20
8FT
16FT
]4FT
B1FT
122FT
24
IBFr
4QfT
96FT
1:
• FIGURES BASED ON 36 INCH BURIAL DEPTH 150 PSI TEST
PRESSURE
'FIGURES BASED ON SOIL BEARING CAPACITY OF 1500 PSF
'OGURES BASED ON LAYING CONDITION AS SPECIFIED N THE
WINCHESTER STANDARD DETAILS
-FIGURES DO NOT APPLY TO POLY WRAPPED PIPE
STANDARD DUCTILE IRON PIPE RESTRAINT DATE: 9/01
DETAIL NO. SCALE: NONE
WD- 11
CITY OF WINCHESTER, VA
DEPARTMENT OF PUBLIC UTILITIES • A W A ,OF fCHC BOTTOM is ROCK, R F THE DE ExaYATm
TO A YMIOIUY OF 6^ BElOr ONE BOTTOM OF THE PIPE
AND BACKFULED WITH BEDDING MATERON.
FREE OF ROOTS. DEBRIS A STONES
' WHERE SUDGRADE IS UNSTABLE_ PIPE SNAIL BE BEDDED
ON A MINIMUM OF 6" BEDDING MATERIAL
' BAd61LL TO BE PLACED IN 12" LIFTS AND COMPACTED
TO AILS OF MAXIMUM DRY DENSITY
REPLACE SURFACE N EON
BACK FILL MAY BE EXCAVATED
TRfMGA1 MATERIAL IXCFPI NIDHLY
AND ORO" SITS • CLAYS •, I?�'; -•" ;A;,:>±;, , ,?:'(,;l•
FREE OF ROOTS. OEBNS ! STONES �:'• •C�r..: i.' %•; 1. u?'+ '•{Ati,•::. :•:.
"Y.:t',Hr.'R
LARGER THAN 3" NNIETEN : �'��;.•••YI ': `•.
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MOOT CLASS , 57 BEDDING Otl
CA 4 24"
STANDARD
STANDARD BEDDING DETAIL
DATE: 9/01
DETAIL NO.
OUTSIDE TRAFFIC AREAS (PVC OR DIP)
INS - 1
SCALE: NONE
CITY OF WINCHESTER, VA
DEPARTMENT OF PUBLIC UTILi
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TYPICAL RESILIENT SEAT VALVE INSTALLATION:
VALVE BOX AND BOOT STALL BE CAST IRON
VALVE BOX COVER SMALL BE MARKED 'WATER'
VALVE TOP SHALL BE FLUSH WITH FINISHED GRADE
18" X 18" CONCRETE PAD SHALL BE PLACED AROUND
VALVE BOXES LOCATED OUTSIDE OF PAVEMENT AREAS
VALVE BOX SHALL BE SCREW TYPE FOR ADJUSTMENT
•`;. ;WATER
18"
MECHANICAL JOINT FITTINGS AND PIPE RESTRAINED
BY USING MEGA -LUG RESTRAINING FLANGES
STANDARD TYPICAL VALVE & BOX INSTALLATION DATE: 9/01
DETAIL NO. SCALE: NONE
WD- 9
CITY OF WINCHESTER, VA
DEPARTMENT OF PUBLIC UTILITIES
FORM BOARD (TYPO
GRAM
\ 1 TREMCH I.I I .!— 6" NEON M
EXCAVATION LOOT
MWH BOTTOM-'
44�STONE
GATE VALVE
URDIS1i.R1ED EARTH
L BaxEs
BEDDING
TYPICAL SECTION
TEE, WYE,
OR PLUG
N LIEU OF VOOD FORMING THE FITTING NAY BE VRAPPED WITH
°OEMOTES HARD EXCAVATOL
POLYETHYLENE, AND THE CRNCIW E PORED TO COMPLETELY SURROUNDS
'0' ' I- MIN. . FID' NB SMALLER PIPE
THE FIT70NGS AND AGAINST UNDISTURBED SOD_ TIME REARM DIMENSIONS
p • 10„ NW. FOR II' THRU W" PIPE
AGAINST U DLSTLRIIED SCIL SMALL REMAIN AS SH WK
SEE CHART BELDV FOR AJ14 DIMENSIONS
CFINCRFTF DIMENSIONS FDR HORIZONTAL THRUST BLOCKS
PIPE
PLUGS, VVES L
TEES
it V4' AND 22 V2'
BENDS
45' AND 9W
BENDS
A
B
B
C
A
B
C
6^
1-0"
0'-9"
19"
0'-9"
W-9"
I'-3^
W-9"
V-9"V-3^
0'-9"
V*,
0,_9,.
W-9^
V-6"
0,„
E,_3„
10"
V-6"
0'-9"
1•0-
0•-9"
1'-3'•
l'-9"
0'-9^U"
I'�9"
I'-0"
I3^
JCA
1'-0"
V-6"
I-0"
l'-0"
3'-0"I-0"
1'-0"
33^
1'-0"
L,-6"
I-6"
I,-W,
4'-0"I_3n
1••0"
36'
,
P'-0'•
,„
•„
4,II'
I-6"
1'-3"
3^
t'-3'•
I-0"
Y_w,4'-9"
�„
I-0„
1'-0„
49"
1' 6„
I-0„
Y-3"
1'-0"
5' 0-
GAL.V. TRIOS OVER FITTINGS AND
EMBEDDED IN CONCRETE THRUST XJXoKS
FITTING SIZE
ROD SIZE
NO. RODS EMBEDMENT
4.
W. L LESS
6
2
30"
CITE J:%j �•�
l4^•.20"
B
P
36^
VERTICAL BENDS
FrrnNG vn M.c OF TH4Bmr 111.DCX N nLYa
SIRE
Il-V4'I
22-1/2'
1 41
1 90'
STONE M"DING
6"
L3
I'
11
23
THRUST BLOCKS FOR VERTICAL
Iy.
_
_
Le
17
UP BENDS SHALL BE THE SAME
II'
_
I2
29
55
AS FOR HORIZONTAL BENDS.
l4^
65
0
9.9
7b
16^
(L9
P.3
SA
-
Ur
L4
32
6.3
-
ar
22
4.3
7.0
-
STANDARD CONCRETE THRUST BLOCKING DATE: 9/01
DETAIL NO. SCALE: NONE
WD-12
CITY OF WINCHESTER, VA
DEPARTMENT OF PUBLIC UTILITIES
• INHERE THE TRENCH BOTTOM IS ROCK. IT %VIAL BE EXCAVATED
TO A MINIMUM OF W' WOO RE BOTTOM OF THE PIPE
00 B-CKFILLED WITH BEDDING MATERIAL
FREE OF ROOTS. BURNS I SIXES
' WERE SUGBAOE IS UNSTABLE PPE SHALL BE BEDDED
ON A MINIMUM OF 6" BEDDING MATERIAL
• BICKRU_ TO BE PLACED N 12" LABS AND COMPACTED
TO SOX OF MAXMUM DRY DENSITY
REPLACE SURFACE N KIND
ROOT CLASS 21A BICKFILL PLACE /
N 5 INCH LEIS, OD PXlED TO
951 OF NO HUNT CRY DENSITY/// /.�// /•�// ////
/
////////
/////i
////
/
///////i//////
////i /////
YOGI PASS, 57 MOM =1
STANDARD STANDARD BEDDING DETAIL DATE: 9/01
DETAIL NO. WITHIN TRAFFIC AREAS (PVC OR DIP)
WS - 2 1 SCALE: NONE
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SCALE: NO SCALE
DESIGNED BY: RLK/KP
FILE NO. 2168
SHEET 7 OF 7
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