HomeMy WebLinkAbout30-01 Powell's Plumbing (Phase II) - Shawnee - Backfile (2)C0
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GENERAL NOTES
VDOT GENERAL NOTES
LECEND
VICINITY MAP
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1.
Methods and materials used in the construction of the improvements herein shall conform to the current
Vl. All work on this project shall conform to the latest editions of the Virginia Department of
Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and
EXISTING INTERMEDIATE CONTOUR - •- - --
-- �.. �-.- - --- �` -1..,,
SCAM 1 "= 200®'
County construction standards and specifications and/or current VDOT standards and specifications.
Sediment Control Regulations and any other state, federal or local regulations applicable. In the
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event of conflict between any of these standards, specifications or plans, the most stringent shall be
EXISTING INDEX CONTOUR
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2.
Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
must be to issuance of the site development permit. The approval of these plans in no way
govern.
PROPOSED CONTOUR
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provided prior
relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
Control Handbook.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and
Health Administration and VOSH Rules and Regulations.
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EXISTING EDGE OF PAVEMENT
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PROPOSED EDGE OF PAVEMENT
PROP 1-/Pa�""
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3.
A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
VDOT and Frederick Count prior to construction in existing State right-of-way.
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V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall
be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all
EXISTING CURB AND GUTTER --
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4.
Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
required under State law.
traffic control fla ers must be certified in accordance with the latest edition of the VDOT Road and
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Bridge Specifications, Section 104.04-C.
PROPOSED CURB AND GUTTER',
PROF C&G
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V4. The developer shall be responsible for his including
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5.
The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held
relocating, at expense, an and all utilities,
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TRANSITION FROM CG-6 TO CG-6R -
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with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
traffic signal poles, unction boxes, controllers, etc. owned b VDOT or private utility company. It is
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the sole responsibility of the developer to locate and identify utility facilities or items, which may
EXISTING TELEPHONE LINE
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VDOT to determine if and where guard rail and of paved ditches will be needed. The developer will be
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this inspection." Refer to
be in conflict with the proposed construction activity. VDOT approval of these plans does not
PROPOSED TELEPHONE LINE T T,
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responsible for providing guardrail and paved ditches as determined b joint
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relieve the developer of this responsibility.
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
EXISTING STORM SEWER-� r--
E.X. 15" RGP
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6.
An and all applicable must be available at the construction site. Also, a
V5. Design features relating to field construction, regulations, and control or safety of traffic may
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approved set of plans permits
be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of
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representative of the developer must be available at all times.
any field revision will be the responsibility of the developer.
PROPOSED STORM SEWER
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7.
Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT
EXISTING SANITARY SEWER
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Control Devices (MUTCD).
land use permits for any work on VDOT right-of-way.
PROPOSED SANITARY SEWER
PRD�ECT INFORMATION
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B.
All unsuitable material shall be removed from the construction limits of the roadway before placing
V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged
EXISTING ELECTRIC SERVICE -
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embankment.
and held by the engineer and/or developer with the attendance of the contractor, various County
F.A.R. CALCULATIONS:
PARCEL IDENTIFICATION NO. MAP 64 ((A)) 4G
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9.
All pavement sections on the approved plans are minimum sections to be utilized when the actual California
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agencies, utility companies and VDOT prior to initiation of work.
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PROPOSED ELECTRIC SERVICE
.TAX
STREET ADDRESS: HILL LANE PROVIDED:
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Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed
V8. The contractor shall notifythe local VDOT Residency Office when work is to begin or cease for
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EXISTING GAS LINE -
----�- - --
.WINDY
0.396 EX./PROP. BLDGS./ 3.009 AC.=0.13
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for actual determination of required pavement thickness prior to placement. All final pavement and base
any undetermined length of time. VDOT will also require 48 hours notice for any inspection.
TOTAL AREA: .3.009 ACRES
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course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and
PROPOSED GAS LINE
PROJECT AREA: 1.2781 ACRES GROSS FLOOR AREA: 12,250 S.F. (PROP.)
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Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true
V9. The contractor will be responsible for maintaining adequate access to the project from the
DISTURBED AREA: 1.2781 ACRES 5,000 S.F. (EX.)
support values of the soils in the subgrade. Final pavement design shall be submitted during construction
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adjacent public roadway through construction and maintenance of a construction entrance in
PROPERTY LIME
CURRENT ZONING: B3 SIGNS: PLACED ON BUILDING.
accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore,
CURRENT USE: VACANT
and prior to placement.
access to other properties affected by this project shall be maintained through construction. The
FLOW LINE
PROPOSED ZONING: N/A PRIOR TO PLACEMENT OF ANY
10.
All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
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Developer shall have, within the limits of the project, an employee certified by the Department of
FENTRLINE -- #- -�----
PROPOSED USE: WAREHOUSE/OFFICE SIGNS, COUNTY & STATE PERMITS
Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation
SHALL BE OBTAINED.
on the plans and as required at the field inspection.
control devices and measures for proper installation and deficiencies immediately after each rainfall,
EXISTING POWER POLE
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11.
All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
at lest daily during prolonged rainfall, and weekly when no rainfall event occurs.
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BUILDING SETBACKS: REQUIRED PROVIDED OUTDOOR LIGHTNING: AS SHOWN LIGHTS SHALL BE
be minimum 6" diameter and conform to VDOT standard SB-1.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and
EXISTING TELEPHONE POLE
DOWNCAST OR SHIELDED TO
12.
Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
at the end of construction.
EXISTING WATERLINE W/ TEE �`
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FRONT: 35' 54.54' PREVENT GLARE ON ADJOINING
SIDE: 15' 106.90' PROPERTIES OR PUBLIC R.O.W.'S
one litter receptacle shall be provided at the construction site.
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Vii. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum
PROPOSED WATERLINE W/ TEE
REAR: .50 (I-81) 50.94
13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
36" cover and, when possible, to be installed under roadway drainage facilities.
OUTDOOR STORAGE: NONE PROPOSED
PARKING SETBACKS:
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
EXISTING FIRE HYDRANT
FRONT: 15' 15' BUILDING HEIGHT
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
V12. Any unusual subsurface conditions encountered during the course of construction shall be
immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity
,
SIDE: .5 43.2 MAXIMUM = 35'
condition at all times.
until an adequate design can be determined b the engineer and approved b VDOT.
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EXISTING WATER VALVE
REAR: .5' 50.9'
PROP. HEIGHT = 20.5
14.
• Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
PROPOSED WATER METER
LANDSCAPE CALCULATIONS
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
representative prior to placement and fill. Where CBR testing is required, a VDOT representative
EXISTING REDUCER
sheets, and connections to existing lines.
shall be present to insure the sample obtained is representative of the location. When soil samples
PROPOSED REDUCER
PARKING CALCULATIONS INTERIOR REQUIRED:
15.
All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
are submitted to private laboratories for testing, the samples shall be clean identified and labeled
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REQUIRED: 1 SHADE TREE PER 10 SPACES
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
as belonging to a project which will be accepted by VDOT and that testing shall be conducted
STOP SIGN
OFFICE: 1 SPACE/250 SF 28 SPACES/10 SPACES = 3 TREES
according to all applicable VDOT standards.
HANDICAP RAMP (CG-12)
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/ � GREEN AREA = 5% OF PARHING LOT
2,340 SF 250 SF = 10 SPACES
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16.
The location of existingutilities shown in these plans are taken from existing records. It shall be the
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V14roadway base, subsurface material and outility/storm sewer trenches shall be
h h t t tilit f kfill d b l i t f b b fill d All
DENOTES LOCATION OF STD VDOT
PARKING AREA = 14,861 SF
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
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CG-12 AND/OR JURISDICTIONAL
WAREHOUSE: 1 SP./EMPLOYEE 5% OF PARKING LOT = 743 SF
prior to construction. The contractor shall inform the engineer of an conflicts arising from his existing
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compacted in 6 lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method
A, within plus or minus 2% of optimum moisture for the full width of any dedicated street
STANDARD CONSTRUCTION
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18 EMPLOYEES = 18 SPACES
INTERIOR PROVIDED:
utility verification and the proposed construction.
At the direction VDOT Inspector, density tests
PARKING INDICATOR
right-of-way. of performed by a qualified
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
TOTAL REQUIRED = 28 SPACES
3 SHADE TREES
17.
The developer will be responsible for any damage to the existing streets and utilities which occurs as a
his to the
independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A
copy of all tests shall be submitted to VDOT prior to final VDOT approval.
PROVIDED = 28 SPACES GREEN AREA = 824 SF (5.5%)
result of construction project within or contiguous existing right-of-way.
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TEST PIT LOCATION
18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and
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further where determined necessary by VDOT Inspector.
HANDICAP SPACES: PERIMETER REQUIRED:
OF PARKING LOT
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must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site
-� 1 SHADE TREE PER 40'
PER ADA = 2 SPACES
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development permits.
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V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall
HANDICAP PARKING
(1 VAN ACCESSIBLE) PERIMETER = 252'/40' = 7 TREES
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19.
The developer will be responsible for the relocation of any utilities which is required as a result of his
meet mum esstandards an t VDOT minidesign stddd is the responsibility of the developer.
VEHICLES PER DAY COUNT
100
PERIMETER REQUIRED = 7 TREES
PROVIDED = 2 SPACES
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project. The relocation should be done prior to construction.
V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
PROPOSED BUILDING ENTRANCE
2 VAN ACCESSIBi.,E PERIMETER PROVIDED:
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20.
These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
markings must be installed b the developer or at VDOT's discretion, b VDOT on an account
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7 SHADE TREES
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LOADING SPACE CALCULATION
in accordance with state law. In the event gravesites are discovered during construction, the owner and
receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The
3' EVERGREEN HEDGE ON R.O.W.
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engineer must be notified immediate)
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bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed
EXISTING STREET LIGHT
REQUIRED:
CATEGORY A BUFFER:
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a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on
1 SPACE/40,000 S.F.
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21.
The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
VDOT',s approved list. A copy of this list may be obtained from the District Material Section.
Contact the local VDOT Residency Office with an questions regarding sin material and
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PROPOSED STREET NAME SIGN
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ADJACENT PROPERTY TO BE UP ZONED
17,250 S.F./40,000 = 0.4 USE 1 SP. FROM B2 TO B3. PROPERTY OWNERS WILL
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at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
placement.
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PROPOSE) SANITARY LATERAL CLEANOUT
1 SPACE PROVIDED APPLY TO COUNTY FOR REZONING THEREBY
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22.
Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
V18. The developer must provide to the local VDOT office a list of all material sources prior to
construction. Copies of all invoices for materials within any dedicated street right-of-way must be
12
ELIMINATING THE BUFFER REQUIREMENT.
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proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
VDOT
SANITARY MANHOLE IDENTIFIER
INSPECTIONS DEPARTMENT NOTE:
professional engineer and results submitted to Frederick County prior to pavement construction. If a
provided to the local Residency Office prior to acceptance of the work. Unit and total prices
may be obscured.
1. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 304.0
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geotechnical report has been prepared, it should supersede the requirements in this note.
V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical
STORM DRAIN STRUCTURE IDENTIFIERO
USE GROUP B (BUSINESS) AND USE GROUP S (STORAGE) OF THE BOCA NATIONAL BUILDING CODE/1996.
23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
spreader. Density will be determined using the density control strip as specified in VDOT's Road and
OTHER CODE THAT APPLIES IS CABO A117.1-92 USABLE AND ACCESSIBLE BUILDING AND FACILITIES.
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these
EASEMENT LINE -- -- --
-- ----- - - --
2. ALL REQUIRED EGRESS FROM THE BUILDING SHALL COMPLY WITH A.D.A.
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
tests. A certified copy of the test results shall be provided to the Residency Office. In additions to
depths, VDOT be the to be
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
checking stone a representative shall notified and given opportunity
CENTERLINE
present during the construction and testing of the density control strip.
V20. Asphalt concrete shall be in accordance with the latest edition of VDOT's Road
EXISTING SPOT ELEVATION
12.0
TRIP GENERATION DATA
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pavement placed
and Bridge Specifications -Section 315. Density will be determined using the density control strip as
PROPOSED SPOT ELEVATION
+
1151
specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests.
EXISTING TRIP GENERATION PROPOSED TRIP GENERATION TOTAL TRIP GENERATION
as
A certified copy of the test results shall be provided to the Residency Office. A VDOT representative
STING TREE LINE
UTILITY CONTACTS
Shall be notified and given the opportunity to be present during the construction and testing of the
control strip.
'TREE ®rr';1
LAND USE: 110- LIGHT INDUSTRIAL LAND USE: 151-MINI WAREHOUSE EXISTING WEEKDAY= 35 TRIPS
EXISTING GFA = 5,000 S.F. PROPOSED GFA = 12,250 S.F. PROPOSED GFA = 12,250 S.F.
V21. Approval of these plans shall expire three (3) years from the date of the approval letter.
EXISTING
15" OAK -� 15" PINE
TRIPS BASED ON 1,000 S.F. GFA: TRIPS BASED ON 1,000 S.F. GFA: TOTAL WEEKDAY = 66 TRIPS
Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co.
P.O. Box 1877 P.O. Box 2400
V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector.
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PROPOSED TREE
(5' OAK 150 PINE
WEEKDAY: 6.97 x 5 = 35 TRIPS WEEKDAY: 2.50 x 12.25 = 31 TRIPS
INAr SITE PI
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Winchester, VA. 22604 Winchester, VA 22604
AM PEAK HOUR: 1.01 x 5 = 5 TRIPS AM PEAK HOUR: .28 x 12.25 = 3 TRIPS
�PP�3�.���EO
F(i aJ�1 CONS TRV li TI N NOTES
(540) 868-1061 (540) 869-1111
PM PEAK HOUR: 1.08 x 5 = 5 TRIPS PM PEAK HOUR: .29 x 12.25 = 4 TRIPS
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Power: Allegheny Power
TRUCKS WEEKDAY (5%): .05 x 35 = 2 TRIPS TRUCKS WEEKDAY (5%): .05 x 31 = 2 TRIPS
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Phone: Bell -Atlantic
P.O. Box 1458
P.O. Box
1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES
SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.
DATE
REVISION
SEAL COVER SHEET
Hagerstown, MD 21741
, MD 21297
Baltimore, MD
1-800-654-3317
(301) 954-6282
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY.
8/16/01
COUNTY COMMENTS
Project Name:
MISS UTILITY 1-800-257-7777
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH
THE AUTHORITY'S INSPECTOR.
POWELL'S PLUMBING PHASE 11
8/28/01
COUNTY COMMENTS
4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF
FIRE MARSHAL'S NOTE
WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME
y Owner: Address, Including Zip Code
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& Telephone No.
AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO
BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE
152 Windy Hill Lane
° POWELL'S PLUMBING
Fire lane markings and signage:
"No
BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN
_ Winchester, 6 22602
v MICHAE S. S KL (540)665-8196
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Any Parking" signs and yellow painted curb locations will be installed
PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONS®IILI1'Y TO HAVE THE METER BOX
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by field inspection at the direction of the Fire Marshall's Office.
ASSEMBLY INSTALLED CORRECTLY.
L No. Developer: g ZaOI Address, Including Zip Code
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& Telephone No.
FIRE
FLOW DATA: HYD# FIRE FLOW DATA: HYD#
5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES:
0 031162 k
S, � Same
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SHEET INDEX
STATIC PRESSURE = STATIC PRESSURE =
A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING
ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN.
S ONAL Same
Ileggy Q�. ,�p,NNING(DEV��P�I �
B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES.
RESIDUAL PRESSURE = RESIDUAL PRESSURE =
C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE
Engineer Certifying Plan: Address, Including Zip Code
& Telephone No.
AVAILABLE FLOW = AVAILABLE FLOW =
PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY.
151 WINDY HILL LANE
THE AUTHORITY WILL INSTALL THE METER.
SHEET 1 COVER SHEET
I WINCHESTER, VA 22602
D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS.
GREENWAY ENGINEERING
SOURCE: SOURCE: °"
SHEET 2 SITE PLAN
(540) 662-4185
DATE: DATE:
6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE:
A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP.
SHEET 3 LANDSCAPE PLAN
PROFESSIONAL SEAL & SIGNATURE
DATE:
04/26/01
APPROVED BY THE ZONING ADMINISTRATOR
B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE
SHEET 4 EROSION & SEDIMENT
WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS
THESE PLANS ARE IN CONFORMANCE WITH
SCALE:
N/A
HANDICAPPED PARKING NOTE
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
CONTROL PLAN
SHEET 5 DETAIL SHEET
COUNTY OF FREDERICK STANDARDS AND
ORDINANCES. ANY DEVIATION OR CHANGE
ORDINANCES.
IN THESE PLANS SHALL BE APPROVED BY �� Z (2� f
DESIGNED
BY:
To
Comply with Americans with Disablities Act (ADA), the contractor shall construct the handicapped parking spaces
8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION
THE ZONING ADMINISTRATOR PRIOR TOL
MSS/JNT
ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A
CONSTRUCTION. SIGNATURE DATE
not to exceed 2% in slope both in longitudinal and cross slope. Additionally, the access route from the parking spaces
REMOTE READOUT IS REQUIRED.
and/or right-of-way shall not exceed 5% in longitudinal slope or 2% in cross slope
9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A
JOB N0.
2563
(except for the CG-12 handicapped ramps)
RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047.
SITE PLAN VALID FOR FIVE YEARS FROM DATE OF APPROVAL.
A REMOTE READOUT IS REQUIRED.
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LETTER PE'R�IISSION� Ql\HREb \ `
�10 PRIOR T OFF SITE GRliws \ � \
EX. 54N: 5EW. MH •;@
\ \ k 7/6 7/b` \ 114. 7!? 7/ RISER
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LOT 3 X7J.4 \\ 116 +� 1 7/6
TAX MAP 6 -A-4N X 16
\ WINDY HILL.LC \ 6 _ \ ^�' 1 \ -lls s� 718
?� DB 930, PG 39 TO D115.89J 6.1 116 ^ �� ^\,� 1
ZONING: B� INV.=112.5�,
\ \ USE: VACANT, ��_
\ \ 8@�EX. POWER
/ 7/g POLE
\ N / ,c0 L-14.19' I '�
UGE
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\ \\ h 6' BOARD -ON -BOARD ` 19 X, m� 4
FENCE (SEE LANDSCAPE \ I
\ \ 718 PLAN FOR SCREEN REQ.)
\ \ I u W.Y.
WALLPACK 20
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� \ � 2 STOP
\ 2" TYPE I -COPPER \ 8
\ \ \ \ WATER SERVICE-
1-
\ \ \\ \ \ I/2 WATER METEf�i\ i ll
10' LAND CAPI
EA5EME PA \-p\
\ \ \ \ t WAT \� \
\ `\ 5ERVIC —
\ \ } INV. = 20.5
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-MARK D. t A RI..ENE D. SMITH
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EX51TING FIRE
HYDRANT
SITE PLAN NOTES:
1. EXISTING CONDITIONS ARE NOT BASED UPON FIELD RUN TOPOGRAPHIC SURVEY
AND ARE TAKEN FROM THE PHASE I SITE PLAN. CONTRACTOR SHALL VERIFY EXISTING
SITE CONDITIONS 'PRIOR TO CONSTRUCTION.
2. LETTER OF PERMISSION REQUIRED PRIOR TO OFF SITE GRADING.
3. WATER METER AND SERVICE LINE SIZE ARE PRELIMINARY. FINAL METER AND LINE SIZE
SHALL BE DETERMINED BY A MECHANICAL ENGINEER AND RESULTS SENT TO CITY OF
WINCHESTER PUBLIC WORKS DEPARTMENT
NOTE: SEE STORM WATER MANACxEMENT COMPUTATIONS BOOKLET
FOR DETAILED POND ROUTINGS AND COMPUTATIONS
FINISHED GRADE
100YR WSE=115.9s
2YR WSE 01501
Traeh rack manufactured
by Plaetic Solut(one Inc.
540-122-4694 ---\
POND OUTFALL STRUCTURE DETAIL
NOT TO SCALE
TRACTOR VERIFY EXACT HORIZONTAL
VERTICAL LOCATION OF EX. SANITARY SEWER
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PROPOSED LIMITS OF CLEARING
SEX. EP
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USE: BUSINESS
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MICHA L S.1 STICK
I EN E No.
�,� 031162
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DATE: 04/26/01
SCALE: 1" = 30'
60 DESIGNED BY: MSS/JNT
JOB NO. 2563
SHEET 2 OF 5
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.WMDY WILL LLC AND MARK D. t
ARLENE D. SMITH AGREt, TO FROV115E,
\REZGNING FROM B2 TO B a IF REZONI
IS AFORPvED, FULL SCREEN WILL BE \� \
REPLACED WITH A LANDSCAPE SCREEN.
\ A LETTER OF, CREDIT IS REQUIRED FOR
THE 6 FT. BOARD -ON -BOARD NCE IN \ 'D.
THE EVENT THE iv ZONMG IS NOT\APPRCIe 1
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TABLE 3,31-B
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
'QUICK REFERENCE FOR ALL REGIONS'
Planting Dates Species
Rate
(tbs./acre)
Sept. 1 - Feb. 15 50/50 Mix of
Annual Ryegrass
(Lolium multi-florum)
& 50 - 100
Cereal (Winter) Rye
(Secal cereale)
Feb. 16 - Apr. 30 Anual Ryegrass 60 - 100
(Lollium multi-florum)
May 1 - Aug, 31 German Millet 50
(Setaria Italica)
Seeding
Seed shall be evenly applied with a broadcast seeder, drill,
cultipacker seeder or hydroseeder. Small grains shalt be
planted no more than one Inch deep, Grasses and legumes
shall be planted with no less than 1/4' soil cover.
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`�. END 6' BaA1�-dt� — `" ` '' -. ••.
-BOARD FENCE
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TABLE 3.32-C
SITE SPECIFIC PERMANENT SEEDING MIXTURES
FOR APPALACHIAN/M❑UNTAIN AREA
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 (311 or less)
- Kentucky 31 Fescue
128 tbs,
- Red Top Grass
2 lbs.
- Seasonal Nurse Crop*W
20 lbs.
150 tbs
Low-Mnintenance Slope (Steeper than 30
- Kentucky 31 Fescue
108 tbs.
- Red Top Grass
2 lbs.
- Seasonal Nurse Cropw*
20 tbs,
- Crownvetch xwo
20 lbs.
150 tbs
x Perennial Ryegrass will germinate faster and
at lower soli
temperatures than fescue, thereby providing cover and erosion
resistance for seedbed.
)Kw Use seasonal nurse crop In accordance with
seeding dates as
stated below,
March, April through May 15th
Annual Rye
May 16th through August 15th
Foxtall Millet
August 16th through Sept.,❑ct.
Annual Rye
November through February
Winter Rye
wwo 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-maintance mixtures
during warmer
seeding periodsl add 10-20 tbs/acre In mixes.
-- \ N, �� \
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THIS SHEET FOR LAND,5GAFING ONLY!
LANDSCAPE &GHEDULE:
ABR.
QTY.
BOTANICAL NAME
COMMON NAME
SIZE (MIN)
SPACING
CONT. 10-YR. CANOPY REMARKS
CA AS
21
Acer scharfnum
SUGAR MAPLE
2" CAL.
AS SHOWN
545 200 SF
-9 BP
4
PYRUS CALLERY ANA
BRADFORD PEAR
4' HT.
AS SHOWN
545 250 SF
CL
20
CUPRESSOCYPARIS
LEYLAND CYPRESS
4' HT.
AS SHOWN
545 SCREENING
LEYLAND 11
WP
40
PINUS 5TR05U5
EASTERN WHITE PINE
4' HT.
AS SHOWN
545 SCREENING
9'
SET TREE LEVEL AND PLUMB --STRAIGHTEN
AFTER SETTLEMENT IF REQUIRED. SET TREE
WITH TOP 1/8 OF ROOT BALL ABOVE FINISHED
GRADE
ENCASE WIRE AROUND TRUNCK IN BLACK
RUBBER HOSE. SECURE AT HEIGHT ABOVE
FINISHED GRADE EQUAL TO 1/3-1/2 OF TREE
REMOVE TOP 1/3 OF BURLAP AND CUT ROPE
AND/OR REMOVE WIRE BASKET FROM BALL
GUY WIRE 012 GAUGE
2" DOUBLE SHREDDED HARDWOOD
3" SOIL SAUCER
3 STAKES
BACKF I LL
LIGHTLY COMPACTED SETTLING MOUND
SUBGRADE
TYPICAL PLANTING DETAIL— EVERGREEN TREES
(NOT TO SCALE)
RUBBER NOSE
GUY WIRE 012 GAUGE
TURNBUCKLE
TREE WRAP WITH 50% OVERLAP
FLAGGING TAPE ON EACH WIRE
2" DOUBLE SHREDDED HARDWOOD
MULCH/3" SAUCER PLACE TOP 1/8"OF
ROOTBALL ABOVE FINISH GRADE
3 STAKES
BACKFILL
ROOTBALL-REMOVE TOP 1/3 OF
BURLAP AND CUT ROPE AND/OR
REMOVE WIRE BASKET FROM BALL
LIGHTLY COMPACTED SETTLING MOUND
TYPICAL PLANTING DETAIL-- TREES OVER 2-1/2" CALIPER
TREEI (NOT TO SCALE)
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031 162
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DATE: 04/26/01 1
SCALE: 1" = 20'
DESIGNED BY: MSS/JNT
JOB NO. 2563
SHEET 3 OF 5
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TEMPORARY
� /' DIVERISON_DIKE.
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EROSION/SEDIMENT CONTROL LEGEND
NO,
KEY
5YMB0L
DE5GRIPTION
3.02
CE
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE
3.05
(�X
—
SILT FENCE
3.01
IP
STORM DRAIN INLET PROTECTION
3.09
�D
TEMPORARY DIVERSION DIKE
3.i0
FD
FD
TEMPORARY FILL DIVERSION
3.12
DIVERSION
3.13
TEMPORARY SEDIMENT TRAP
3.18
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OUTLET PROTECTION
320
CD
�' --' — —
CHECK DAMS
333
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SODDING
338
TP
0-0-0
TREE PROTECTION
LGG
LIMITS OF CLEARING t GRADING
DRAINAGE DIVIDES
CRITICAL SLOPE - CRITICAL SLOPE
TO BE SEEDED, MULCHED AND TACKED
WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN
14 DAYS AFTER START
ESLGrD2
30 15
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NOTES: EXISTING CONDITIONS ARE NOT BASED UPON FIELD RUN TOPOGRAPHIC SURVEY
AND IS TAKEN FROM PHASE I SITE PLAN. CONTRACTOR MUST VERIFY EXISTING
SITE CONDITIONS PRIOR TO CONSTRUCTION.
EROSION AND SEDIMENT CONTROL NARRATIVE:
Description:The proposed project consists of approximately 128 acres to be developed
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within the WIndq Hill Subdivision. This lot has an area of about 3 acres. The total area
to be disturb6d by this project is approximately 128 acres.
Date of construction: Construction will begin following plan approval and will take
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approximately one (1) year to complete.
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Existing site conditions -The a bed under this pla n is currently vacant with
exception to a small portion of asphalt. T is covered in brush and grass.
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Adjacent areas: This project is bounded to the north east by Interstate 81, to the east
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Windy Hill Business Park , a vacant lot to the west, and Windy Hill Lane to the south
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Soils information: The existing soil conditions w ere obtained from the USDA Soils
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Survey for Frederick County. On site soils belong to the Oaklet Silt Loam association
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(325). This soil is ver deep, gqentlyy sloping, and well drained. Permeability is slow,
runoff is medium, and erosion h�"zard is md&at e. The surface layer cons 19ts of 5 inches
ca
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of dark brown silt loam and is underlain by brown clay. This soil belongs to hydrologic
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soil group
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Critical areas: There are no critical,areas on this site.
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Erosion and sediment control measwres: Control of erosion and sedimentation for this
■�
site shall be achieved by installing the following.
EROSION AND SEDIMENT CONTROL MEASURES
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UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL
MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND
SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK
U
STRUCTURAL MEASURES
PHASE I:
A CONSTRUCTION ENTRANCE WITH WASH RACK (3.02) SHALL BE PROVIDED TO THE PROJECT AREA FROM THE
EXISTING ENTRANCE ON INDEPENDENCE DRIVE TO MINIMIZE MUD CARRIED ONTO THE ROAD. THE
CONSTRUCTION ENTRANCE AND WASH RACK SHALL REMAIN THROUGHOUT ALL PHASES OF CONSTRUCTION.
ROCK CHECK DAMS (320) SHALL BE INSTALLED TO REDUCE VELOCITY OF FLOWS AND EROSION IN THE
0
EXISTING DITCH LINES.
TWO (2) PERMANENT SEDIMENT TRAPS SHALL BE CONSTRUCTED DURING PHASE I CONTROL MEASURES AND
PRIOR TO CLEARING THE SITE. THEY SHALL DETAIN RUNOFF LONG ENOUGH TO ALLOW THE MAJORITY OF -
SEDIMENT TO SETTLE OUT PRIOR TO LEAVING THE SITE. THE TRAPS SHALL CONSIST OF INSTALLING GABION
BASKETS AS SHOWN ON THE DETAIL AT THE LOCATIONS SHOLLN ON THE EROSION AND SEDIMENT CONTROL
PLAN. THESE TRAPS SHALL REMAIN IN USE AFTER FINAL CONSTRUCTION OF THE SITE. Z
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A TEMPORARY STORM SEWER PIPE (PVC OR CPP) MATCHING THE EXISTING STORM SEWER OUTFALL DIAMETER
SHALL BE INSTALLED TO ALLOW OFF -SITE AREAS TO SAFELY DISCHARGE BEYOND THE PROPOSED SEDIMENT
TRAPS, THEREBY REDUCING SEDIMENT RUNOFF. THE PIPE SHALL BE REMOVED AFTER THE SITE IS BROUGHT TO W
FINAL STABILIZATION AND WITH THE INSPECTOR'S APPROVAL, p�
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TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED ON ALL CRITICAL SLOPES T
(3.-1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS.
PHASE 11:
`'T- - O� \ ' ��� ` ALL CONTROLS INSTALLED IN PHASE i TO REMAIN FOR THE DURATION OF THE PROJECT.
4.�} 4 ' ' \ \ \ � � \ CULVERT INLET PROTECTION DEVICES (3.08) SHALL BE PLACED ON INLETS TO STORM SEWER CULVERTS TO N o
PREVENT SEDIMENT FROM ENTERING, ACCUMULATING IN AND BEING TRANSFERRED BY THE CULVERT. 9
�� TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED ON ALL CRITICAL SLOPES a VEGETATIVE MEASURES AG. �;�,, t 1tfY �, �` \ \ \\ \ �� \ \ (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS.
/ \ \ ".4 �\0 = .9� / 1 \ �� ` L TH 0 `
_N__-_ _�.\ 4* PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1)
DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION
SHALL BE APPLIED WITHIN SEVEN (1) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL M CHAE S. S ICKLEY
REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE �ij
APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX ((0) MONTHS. LI ER3E No.
O 031162
TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCHs
AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. jONAL
ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE COMPACTED,
SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER
�� J i ( \ \ f \ \ WITHIN FIVE (5) DAYS AFTER GRADING.
02
6 I ~' MANAGEMENT STRATEGIES
7 / \ \ CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS
aI z / ' / = = _ _ _ _ _ _ L/ / ` `� _ \ POSSIBLE. W
�-- _ -. - - -� �"� �`�' i - - 41' -� THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL y
EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT
ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. z
.1 ZI / \ AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED THE CONTROLS SHALL BE CLEANED UP AND
�/
� � 1 � / \/ �� REMOVED. a
I * ` ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER t GAS SUPPLY TRENCHES ARE TO BE COMPACTED, O f�
I SEEDED AND MULCHED WITHIN FIVE (5) DAYS AFTER BACKFILLING. NO MORE THAN 500 FEET ARE TO BE X a
I OPEN AT ANY ONE TIME.
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I L \\ ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF E-
\� \ GRADING. Z U) �
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i I DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, Z Q 00
AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED. W O � W
4.
DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL
CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN Q Z
TH15 5HEETOfi�ERO,51ON AND 5EDIMENT CONTROL ONLY! I CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN, w
AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE
INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT C;6 Q
ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK CONTROL HANDBOOK Z Z W co
MAINTENANCE O
ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE Y J
AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD. O
ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS
SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS W W
SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS IS ESTABLISHED.
TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50 q, TRAP EFFICIENCY AND DISPOSED OF
BY SPREADING ON SITE. O
GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS as
CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY.
0 30 (o0
SCALE: I" = 30'
THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE,
CONDITION AT ALL TIMES.
PHASES OF LAND DISTURBANCE ACTIVITIES
I. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY (PHASE I SEDIMENT TRAPS d
CONSTRUCTION ENTRANCE).
2. PLACEMENT OF SEDIMENT CONTROL DEVICES.
3. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING CLEARING AND GRADING OPERATIONS.
4. CLEAR AND GRUB REMAINDER OF SITE.
5. ROUGH GRADE SITE.
6. INSTALL DRAINAGE DEVICES WITH SEDIMENT CONTROL.
1. FINAL GRADING.
8. RESTORATION AND STABILIZATION OF DISTURBED AREAS.
9. REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR
DATE: 04/26/01 1
SCALE: 1" =30'
DESIGNED BY: MSS/JNT
JOB NO. 2563
SHEET 4 OF 5
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Existing Pavement conc�msurrface"courseaTypepalt
)
+ + + + + + + + + + + + + + + + + +
(BM) + + + + + + + + + + + + + + Asphalt concrete base
+ + + + + + + + + + + + + + + + + +
min.6" + + + + + + + + + + + + + + + course Type (BM)
O O O O O O O O O O O
0 0 0 0 0 0 0 0 0 0 0 Type 1, Size 21 A or 21 B
21A or 21B 0000000000000000000000 aggregate compacted to
min.10" 0000000000000000000000 100% maximum density at
0000000000000000000000 optimum moisture content
Bench Bench
Select Material
Type 1, CBR 30 Approved soil or select material
Backflll Type 1, CBR 30 compacted to
95% maximum density at
optimum moisture content
O.D.
pe
Bedding 4" •. f Sand or 157 Stone
I- O.D.+24" (•) i
For pipes less than 12", the trench width may be 36" max.
See UB-1 (Road and Bridge Standards Volume II)
V.D.O.T. Figure 1
Cut Replacement in Roads with Asphalt
Concrete Base and Surface
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THIS AREA MAY BE CONCRETE BOTTOM OF CURB & GUTTER
MAY
AT THE OPTION OF THE CONTRACTOR BE CONSTRUCTED PARALLEL
TO THE
SLOPE OF SUBSURFACE COURSES,
THIS CURB IS TO BE USED WHEN PROVIDED A MINIMUM DEPTH
OF 7"
DESIGN SPEED IS 40 MPH OR LESS IS MAINTAINED.
ON RURAL HIGHWAYS AND 45 MPH
OR LESS IN DEVELOPED URBAN &
SUBURBAN AREAS.
NOTE:
COMB. CURB & GUTTER HAVING A RADIUS
OF 300' OR LESS (ALONG FACE OF CURB)
SHALL BE PAID FOR AS A RADIAL COMBIN-
ATION CURB & GUTTER.
THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
SPECIFICATION
COMBINATION 6" CURB AND GUTTER
REFERENCE
(NOT TO SCALE)
105
502
VIRGINIA DEPARTMENT OF TRANSPORTATION
201.03
TEMPORARY DIVERSION DIKE
4.5' min.
SOURCE: VA. DSWC
Compacted Soil
CONSTRUCTION OF A SILT FENCE
(WITH WIRE S UPPOR T)
1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
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FLOW III
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
Ji I I
FLOW
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1
Skmixid Tyan
PLATE 3.09-1
DI-1
Steps an to be PmAded
when H I. 4'-0• a ,trttattr I
Far d.t.i. - st'd. ST-1. IL 4'-2'
L--7--7� NOTES
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PLAN
CONCRETE QUANTITIES FOR MIN. DEPTH
(Oral. Ramov.d) .ate" sn..o,n Ibwe. a A..aa it rr r ewr .sh sw,,.,e tn.r m tvw.tt •t..�,.
c m r Nee.a w a entx" l•ew,t ,Y I.Mq N wYr w n..br lh• o••, ter
earn .pr,.sao Cu. r.a cenerw• in..t +tawa r,r r wa,a.a In w wxte•
....tIbM ,ar
. n... hw .tu ,r,nr ta..tte I,e+/.r.. m aweetiv ea.a.t. <o o,e.'r oarw. Pty.-t.=ti ta. ra•.
deM 1/a• in.•1, ar .lwtWa .t•.1 .Y� ••tQ^a t.- ev.n ob.-t.s20 Q. r Ow+er.t•
rrt iu wbw ata a �, n Inbr a w nr or do. St a d T nete, may r
rn•M twa -u aloN onew.e I.mlr m e �� ewua T-d-S.4 24- Donn 1.lir Cu. ran o,r,o•t•
'u,tre. er .wee.. Aaa°�4e. a. rea W .ea,,.ne ,bet or aeptn.
2 6' yt NOTES
lE 9ECTON slEE1 -}-)f SECTION CAST IRON 1•-3' -1S'
L" I-7-
On. ��% � -3�• � � to � � 88888888 BBB88
t0•-4' long ao.l with o.N-
a,. pint B
m y dt.raae. at.enaa. er anohorag.,
En
Held Rr.. BB�88888 TLI� Wg. a. awn h.r•en.noon4 cludin. sets Iba edlar tludingMdud"..tbn hrg.aALV s or CAST
IRON M'x1K'x4' lug. ,• 4
)j•x4-Stud shw
..t-
SECTION C-C
APPROXIMATE WEIGHT
21{• - Ca.t Iron
SECT1oN B-B DIMENSIONS FOR Orat. 3e3 t to Ib..
CAST IRON OW
DETAILS OF COLLAR AND GRATE
STANDARD DROP INLET SPECIlE
12"-24" PIPE MAXIMUM DEPTH (H)=10'
VIRGINIA OfPARTTAENT 302
t04.01
TRANSPORTATION_
I'X4'X4'-6" OLATS, 2-PINIO14 NAIL AT
TOP AND BOTTOM
2'X4'X4' BEAMS. TOE NAIL TO P06T
1.25" %l 4' 0" 1.
NOTE5:
I. PRESERVATIVE STAIN ON ALL WOOD.
COLOR TO MATCH THAT OF BLDG. 9
2. FINISHED SIDE OF FENCE SHALL FACE M
ADJOINING PROPERTY, IF APPLICABLE. $
COMPACTED GRAVEL
WOOD FENCE DETAIL
FOR DUM1=5TER ENCLOSURE
NOT TO eCALE
TEMPORARY SEDIMENT TRAP
i' VARIABLE•
ORIGINAL VARIABLE
/GROUND
ELEV.
Lo•
e7 CU. YD./ACRE
vARweLE
N
e7 CU. YD./ACRE
(EXCAVATED) 4' MAX.
FILTER CLOTH ORIGINAL
GROUND
ELEV.
*SEE' PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP
CROSS SECTION OF OUTLET
CLASS I RIPRAP
LENGTH (IN FEET)
/ 6 X DRAINAGE AREA
ft (IN AC.)
, �64 / DN EION
//
COARSE AGGREGATE \ //
EXCAVATED ( / / FILTER CLOTH
AREA
..COARSE AGGREGATE SHALL BE VDOT f3, 0357 OR #S
OUTLET (PERSPECTIVE VIEW)
SOURCE: VA. DSWC
TRAP SIZING
PLATE. 3.13-2
REQUIRED STORAGE = 134 GY/AG x .q2 AG = 123.3 GY
AVAILABLE STORAGE = 500 CY (AT EMER. SPILLWAY)
HEIGHT OF STONE FILTER = 1.5'
TOP WIDTH OF STONE FILTER = 2.5'
HEIGHT OF PERMANENT SPILLWAY = 3.5'
WIRE MESH REINFORCMCs V.D.O.T.
ROAD AND BRIDGE STANDARDS SECTION 301.04
8.
T CLASS A-3 CONCRETE
f 6" BASE 21-A
COMPACTED SS.', era S
(COMPACTED TO 95% DENSITY AT OP'TIMII'1
MOISTURE CON(:'":NT, VDOT 5TM-1 METHOD)
TRASH DUl" ESTER FAD
(NOT TO SCALE)
6'-0'
A
><,b A �.
2-24' 116 REBARb
• FOR WHEEL STOP
�IC
SECTION A -A
WHEEL STOP DETAIL
NOT TO SCALE -
PAVEMENT --�/
2' cURB cur
.0 low
. a �21
d v
d
0 VDOT SPEC.
414.03, CL. I,
TYPE A
TYPE 1 SCU1 fi=EfiP-, DETAIL
NOT TO 5C,4LE
Dt-Scu I
LEVEL SPREADER
CROSS SECTION
JUTE, OR EXCELSIOR
OR EQUIVALENT
STAPLED IN PLACE-- VARIABLE (MIN. 7')
BURIED 6" MIN. 6" MIN.,,
BURIED 6" MIN.
LEVEL LIP OF
SPREADER -
LEVEL SPREADER WITH VEGETATED LIP
VDOT '3'
jj5, 56 OR
jj57 COARSE AG GATE IIJ
GALVANIZED WIRE M BASKET
* FILTER CLOTH
SECURE WIRE TO GROUNJD
- WITH WIRE STAPLES-7 -Am
7' MIN. I 3
UNDISTURBED
SOIL
CROSS SECTION
VARIABLE (MIN. 7')
SECURE WIRE MESH TO TIMBER
6X6 TREATED TIMBER
6' MIN. ---�`
5 REBAR TO
MIN. E
LEVEL SPREADER WITH RIGID LIP
* MIN. PHYSICAL REQUIREMENTS OF FILTER CLOTH NOTED IN STD. & SPEC. .3.19, RIPRAP
2:1 OR
FLATTER
2:1 OR
FLATTER
SOURCE: VA. DSWC AND N.C. Erosion and Sediment Control FlammU and Design Manual PLATE: 3.21-2
STONE CONSTRUCTION ENTRANCE
I EXISTING
70' MIN.
A
FILTER CLOTH--- 6- MIN. I A
SIDE ELEVATION
12' MIN •
70' MIN.
B WASHRACK
r(OPTION40
LVDOT /1 I 1 -POSITNE DRAINAGE
COURSE AGGREGATE B TO SEDIMENT
I TRAPPING DEVICE
• MUST EXTEND FULL WIDTH
OF INGRESS AND EGRESS PLAN VIEW
OPERATION
SECTION A -A
EXISTING
PAVEMENT
5:1
MOUNTABLE BERM
(oPTIONAL)
10' MIN.
REINFORCED CONCRETE •J DRA/N SPACE
SECTION B-B
SOURCE. ADAPTED from 198J Maryland Standards for Soil erosion and Sediment Con tra% and Va. DSWC Plate J.02-1
L I$ D 22q
STORM SEViER DES 16N
GOMPUTATI ONS
cast in place access door,
centered in top
(see note 1)
varies
2' max.
at property line
(see note 2)
roadway box
2" type K copper
tubing (no joints
from main to
'iIcurb stop)
-
N
\-saddle with
corporation
stop
water /
main J
ball valve curb stop
with FIP ends, with
2" gate valve
operating nut
CUTOUT DETAIL
typical
Ford FC HH 77 HC-158
2" custom setter
(meter by FCSA)
standard
flat top for
4' diameter
manhole
finished
grade
3' riser section
for 4' diameter
manhole
with cutouts i
solid support blocks
under custom setter
6 stone bedding
NOTES:
1. Access door shall be by Halliday Products
or our approved equal:
a) in non -traffic area - model no. S1 R3030
b) in traffic area - model no. H 1 R2424
2. Water service crossing street shall be encased
in 6" dia. SCH40 PVC or SDR21 piping. The
piping shall run from one foot beyond sidewalk,
across the street, to one foot beyond sidewalk.
1 1 /2" and 2" METER INSTALLATION
Figure 6
AMENDMENT NO. 2 - APRIL 1997
AMENDMENT NO. 3 - OCTOBER 1998
OVERFLOW
RUNOFF
WATER """'
IL
WITH
SEDIMENT
DROP INLET
WITH GATE
•-
SEDIMENT
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE
HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW
CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING
AROUND THE STRUCTURE.
* GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE.
SOURCE: VA. DSWC PLATE. 3.07-3
ROUTE I PROJECT POWELLS PLUMBING PHASE 11
GOUNTYFREDERIGK DISTRICT SHAWNEE
DFSGRIPTION STORM COMPUTATIONS
DATE 6/4/01
FROM
POINT
TO
POINT
DRAT
AREA
"A"
RUN-
OFF
COEF.
GA
GA
INLET
TIME
RAIN
FALL
RUN-
OFF
INVERT
ELEVATIONS
EN&TH
LOPE
DIA.
APA
CIITY
\/EL.
FLOW
TIME
REMARKS
GRE
G
INGREM
ENTAL
GLUM
ULATEDEND
MIN
IN/HR
GFS
UPPERLONE
END
FT.
FT/FT
IN.
GFS
F.P.S.
SEG.
12
111
.26
1A
.25
.25
10
6.0
1.5q
716.1 -115.8
50'
1.5%
15"
b bq
5.05
.ICE
III
10,
-I1
1.25
1
1 -1
-
-;
715.5 714.3
1 -15'
2%
15'I
cl.lb
lb.45
.151
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MICHAE S. STICK Y
I )EL{C
No.
031 162 �
�SIONAL
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DATE: 5/1/01
SCALE: N/A
DESIGNED BY: MSS/JNT
FILE
NO. 2563
SHEET 5 OF 5
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GENERAL NOTES
VDOT GENERAL NOTES
LEGEND
VICINITY MAP
0
1. Methods and materials used in the construction of the improvements herein shall conform to the current
County construction standards and specifications and/or current VDOT standards and specifications.
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
must be provided prior to issuance of the site development permit. The approval of these plans in no way
relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
Control Handbook.
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
(VDOT) and Frederick County prior to construction in existing State right-of-way.
4. Approval of this plan does not guarantee issuance of an entrance permit b VDOT when such permit is
PP P g P Y P
required under State law.
��
5. The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a
representative of the developer must be available at all times.
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
Control Devices (MUTCD).
8. All unsuitable material shall be removed from the construction limits of the roadway before placing
embankment.
9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California
Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed
for actual determination of required pavement thickness prior to placement. All final pavement and base
course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and
Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true
support values of the soils in the subgrade. Final pavement design shall be submitted during construction
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and prior to placement.
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10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
on the plans and as required at the field inspection.
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
be minimum 6" diameter and conform to VDOT standard SB-1.
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12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
one litter receptacle shall be provided at the construction site.
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
condition at all times.
V1. All work on this project shall conform to the latest editions of the Virginia Department of
Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and
Sediment Control Regulations and any other state, federal or local regulations applicable. In the
event of conflict between any of these standards, specifications or plans, the most stringent shall be
govern.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and
Health Administration and VOSH Rules and Regulations.
V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall
be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all
traffic control fla ers must be certified in accordance with the latest edition of the VDOT Road and
gg
Bridge Specifications, Section 104.04-C.
V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including
traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is
the sole responsibility of the developer to locate and identify utilityfacilities or items which a
m
be in conflict with the proposed construction activity. VDOT approval of these plans does not Y
P P Y PP P
relieve the developer of this responsibility.
V5. Design features relating to field construction, regulations, and control or safety of traffic may
be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of
any field revision will be the responsibility of the developer.
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT
land use permits for any work on VDOT right-of-way.
V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged
and held by the engineer and/or developer with the attendance of the contractor, various County
agencies, utility companies and VDOT prior to initiation of work.
V8. The contractor shall notifythe local VDOT Residency Office when work is to begin or cease for
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any undetermined length of time. VDOT will also require 48 hours notice for any inspection.
V9. The contractor will be responsible for maintaining adequate access to the project from the
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adjacent public roadway through construction and maintenance of a construction entrance in
accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore,
access to other properties affected by this project shall be maintained through construction. The
Developer shall have, within the limits of the project, an employee certified by the Department of
Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation
control devices and measures for proper installation and deficiencies immediately after each rainfall,
at lest daily during prolongwhen no rainfall event occurs and weekly
ed rainfall, y .
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and
at the end of construction.
Vli. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum
36" cover and, when possible, to be installed under roadway drainage facilities.
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V12. Any unusual subsurface conditions encountered during the course of construction shall be
immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity
until an adequate design can be determined by the engineer and approved by VDOT.
_ r -
EXISTING INTERMEDIATE CONTOUR -- - _ _ 33...-• -_
EXISTING INDEX CONTOUR -"' - -- 330
PROPOSED CONTOUR 4.O
EXISTING EDGE OF PAVEMENT _ - EX �/P-
PROP E/P
PROPOSED EDGE OF PAVEMENT
EX 66
EXISTING CURB AND GUTTER
PROP C&G
PROPOSED CURB AND GUTTER
GG-6 G6-6R
TRANSITION FROM CG-6 TO CG-6Rku
EXISTING TELEPHONE LINE ---� ---- ---
PROPOSED TELEPHONE LINE T T
E.X, 15 KGP
EXISTING STORM SEWER ---
- -�
n
15 RGP
PROPOSED STORM SEWER mmi= r=
EXISTING SANITARY SEWER S
PROPOSED SANITARY SEWER
EXISTING ELECTRIC SERVICE
PROPOSED ELECTRIC SERVICE
EXISTIl�IG GAS LINE --� -
PROPOSED GAS LINE G G
PROPERTY LINE
FLOW LINE •••- •••-. •••-...-f •••- •••�-
-=�-�--- -n -- ---
FENCELINEgi
EXISTING POWER POLE �}
EXISTING TELEPHONE POLE �
EXISTING WATERLINE W/ TEE -� ---r T
PROPOSED WATERLINE W/ TEE W W�T®
EXISTING FDZE
EXISTING WATER VALVE
SCALE 1"� - 2000'
� _ ■
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to t ; r`�.: Ty;
tip; .
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PROJECT INFORM TION
F.A.R. CALCULATIONS:
PARCEL IDENTIFICATION N0. .TAX MAP 64 ((A)) 4G
STREET ADDRESS: WINDY HILL LANE PROVIDED:
0.396 EX. PROP. BLDGS. 3.009 AC.=0.13
/ /
TOTAL AREA: .3.009 ACRES
PROJECT AREA: 1.2781 ACRES GROSS FLOOR AREA: 12,250 S.F. (PROP.)
5,000 S.F. EX.
DISTURBED AREA: 1.2781 ACRES ( )
CURRENT ZONING: B3
SIGNS: PLACED ON BUILDING.
CURRENT USE: VACANT
PRIOR TO PLACEMENT OF ANY
PROPOSED ZONING: N/A PROPOSED USE: WAREHOUSE/OFFICE SIGNS, COUNTY & STATE PERMITS
SHALL BE OBTAINED.
BUILDING SETBACKS: REQUIRED PROVIDED OUTDOOR LIGHTNING: AS SHOWN LIGHTS SHALL BE
DOWNCAST OR SHIELDED TO
FRONT: 35' 54.54' PREVENT GLARE ON ADJOINING
SIDE: 15 106.90 PROPERTIES OR PUBLIC R.O.W.'S
REAR: .50' (I-81) 50.94'
OUTDOOR STORAGE: NONE PROPOSED
PARNG SETBACKS:
HIFRONT: 15' 15' BUILDING HEIGHT
,
SIDE: .5 43.2 MAXIMUM = 35
REAR: .5' 50.9' PROP. HEIGHT = 20.5'
14. • Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
sewer lines. Information should also be obtained from the appropriate authorit concerning permits, cut
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sheets, and connections to existing lines.
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
16. The location of existingutilities shown in these plans are taken from existing records. It shall be the
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contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
prior to construction. The contractor shall inform the engineer of an conflicts arising from his existing
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utility verification and the proposed construction.
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a
result of his construction project within or contiguous to the existing right-of-way.
18. When grading is proposed within easements of utilities, letters of permission from all involved companies
must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site
development permits.
The developer will be responsible for the relocation of any utilities which is required as a result of his
project. The relocation should be done prior to construction.
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
in accordance with state law. In the event gravesites are discovered during construction, the owner and
engineer must be notified immediate)
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21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
22. Controlled fills shall be compacted to 959� of maximum density as determined b method "A" per standard
P Y Y P
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
professional engineer and results submitted to Frederick County prior to pavement construction. If a
geotechnical report has been prepared, it should supersede the requirements in this note.
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
representative prior to placement and fill. Where CBR testing is required, a VDOT representative
shall be present to insure the sample obtained is representative of the location. When soil samples
are submitted to private laboratories for testing, the samples shall be clean identified and labeled
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as belonging to a project which will be accepted by VDOT and that testing shall be conducted
according to all applicable VDOT standards.
V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be
compacted in 6 lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method
A, within plus or minus 2% of optimum moisture for the full width of any dedicated street
right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified
independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A
copy of all tests shall be submitted to VDOT prior to final VDOT approval.
V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and
further where determined necessary by VDOT Inspector.
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall
meet VDOT minimum design standards and is the responsibility of the developer.
V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
markings must be installed by the developer or at VDOT's discretion, by VDOT on an account
receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The
bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed
a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on
VDOT's approved list. A copy of this list may be obtained from the District Material Section.
Contact the local VDOT Residency Office with any questions regarding sign material and placement.
V18. The developer must provide to the local VDOT office a list of all material sources prior to
construction. Copies of all invoices for materials within any dedicated street right-of-way must be
provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices
may be obscured.
V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical
spreader. Density will be determined using the density control strip as specified in VDOT's Road and
Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these
tests. A certified copy of the test results shall be provided to the Residency Office. In additions to
checking stone depths, a VDOT representative shall be notified and given the opportunity to be
present during the construction and testing of the density control strip.
V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road
and Bridge Specifications -Section 315. Density will be determined using the density control strip as
specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests.
A certified copy of the test results shall be provided to the Residency Office. A VDOT representative
shall be notified and given the opportunity to be present during the construction and testing of the
control strip.
V21. Approval of these plans shall expire three (3) years from the date of the approval letter.
V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector.
PROPOSED WATER METER
EXISTING REDUCER DP
PROPOSED REDUCER
STOP SIGN a
HANDICAP RAMP CG-12 �
( )-
DENOTES LOCATION OF STD VDOT
CG-12 AND/OR JURISDICTIONAL
STANDARD CONSTRUCTION
PARKING INDICATOR Al2
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
TEST PIT LOCATION
HANDICAP PARKING �
VEHICLES PER DAY COUNT 100
PROPOSED BUILDING ENTRANCE ®�
EXIMG STREET LIGHT
PROPOSED STREET NAME SIGN -+-
PROPOSED SANITARY LATERAL CLEANOUT
SANITARY MANHOLE IDENTIFIER 12
STORM DRAIN STRUCTURE IDENTIFIER 6
EASEMENT LINE ---- ----- -- -- ----- --
CENTEFIM
LS"I'1�112.0
EXG SPOT ELEVATION
+
PROPOSED SPOT ELEVATION 1151
S TING TREE LINE I,_,
EXLS"fING TREE � L� � 15" DAK �, 15" PINE
.WEEKDAY:
PROPOSED TREE 15 OAK 15 PINE
a
LANDSCAPE CALCULATIONS
PARHING CALCULATIONS INTERIOR REQUIRED:
REQUIRED: 1 SHADE TREE PER 10 SPACES
OFFICE: 1 SPACE/250 SF 28 SPACES/10 SPACES = 3 TREES
2,340 SF/250 SF = 10 SPACES GREEN AREA = 5% OF PARKING LOT
PARKING AREA = 14,861 SF
WAREHOUSE: 1 SP./EMPLOYEE 59� OF PARHING LOT = 743 SF
18 EMPLOYEES = 18 SPACES
INTERIOR PROVIDED:
TOTAL REQUIRED = 28 SPACES
3 SHADE TREES
PROVIDED = 28 SPACES GREEN AREA = 824 SF (5.5%)
HANDICAP SPACES: PERIMETER REQUIRED:
PER ADA = 2 SPACES 1 SHADE TREE PER 40' OF PARKING LOT
(1 VAN ACCESSIBLE) PERIMETER = 252'/40' = 7 TREES
PERIMETER REQUIRED = 7 TREES
PROVIDED = 2 SrhCES
(2 VAN ACCESSIELE ) PERIMETER PROVIDED:
7 SHADE TREES
LOADING SPACE CALC1 �,ATION5 3 EVERGREEN HEDGE ON R.O.W.
REQUIRED:
CATEGORY A BUFFER:
1 SPACE/40,000 S.F.
17,250 S.F. 40,000 = 0.4 USE 1 SP. ADJACENT PROPERTY TO BE UP ZONED
/ FROM B2 TO B3. PROPERTY OWNERS WILL
1 SPACE PROVIDED APPLY TO COUNTY FOR REZONING THEREBY
� ELIMINATING THE BUFFER REQUIREMENT.
INSPECTIONS DEPARTMENT NO1r,.�.-,:
1. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 304.0
USE GROUP H (BUSINESS) AND USE GROUP S (STORAGE) OF THE BOCNTIONBUI1996. /
A NATIONAL BUILDING CODE
OTHER CODE THAT APPLIES IS CABO A117.1-92 USABLE AND ACCESSIBLE BUILDING AND FACILITIES.
2. ALL REQUIRED EGRESS FROM THE BUILDING SHALL COMPLY WITH A.D.A.
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TRIP GENERATION DATA
EXISTING TRIP GENERATION PROPOSED TRIP GENERATION TOTAL TRIP GENERATION
LAND USE: 110- LIGHT INDUSTRI10,1, LAND USE: 151-MINI WAREHOUSE EXISTING WEEKDAY= 35 TRIPS
EXISTING GFA = 5,000 S.F. PROPOSED GFA = 12,250 S.F. PROPOSED GFA = 12,250 S.F.
TRIPS BASED ON 1,000 S.F. GFA: TRIPS BASED ON 1,000 S.F. GFA: TOTAL WEEKDAY = 66 TRIPS
6.97 x 5 = 35 TRIPS WEEKDAY: 2.50 x 12.25 = 31 TRIPS
AM PEAK HOUR: 1.01 x 5 = 5 TRIPS AM PEAK HOUR: .28 x 12.25 = 3 TRIPS ,;.,
PM PEAK HOUR: 1.08 x 5 = 5 TRIPS PM PEAK HOUR: .29 x 12.25 = 4 TRIPS
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UTILITY CONTACTS
Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co.
P.O. Box 1877 P.O. Box 2400
Winchester, VA. 22604 Winchester, VA 22604
(540) 868-1061 (540) 869-1111
FCSA CONSTRUCTION NOTES
Power: Allegheny Power
Phone: Bell -Atlantic
P.O. Box 1458
Hagerstown, MD 21741 P.O. Box , MD 21297
Baltimore, MD
1-800-654-3317
(301) 954-6282
MISS UTILITY 1-800-257-7777
TRUCKS WEEKDAY (5%): .05 x 35 = 2 TRIPS TRUCKS WEEKDAY (5%): .05 x 31 = 2 TRIPS
�_o®
1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES
SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.
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 AUTHORITY'S INSPECTOR.
DATE
REVISION
SEAL
COVER SHEET
8/16/01
COUNTY COMMENTS
Project Name:
POWELL'S PLUMBING PHASE 11
8/28/01
COUNTY COMMENTS
4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF
LT$
FIRE MARSHAL'S NOTE
WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME
AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO
y
Owner: Address, Including Zip Code & Telephone No.
BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE
BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN
PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX
ASSEMBLY INSTALLED CORRECTLY.
5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES:
A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING
ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN.
B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES.
KLEY MICHAE S..
c� S
g (01
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031�
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ZONAL
152 Windy Hill Lane
POWELL'S PLUMBING Winchester, VA 22602
- (540 )665-8196
Fire lane markings and si aee;
Any "No Parking" signs and yellow painted curb locations will be installed
by field inspection at the direction of the Fire Marshall's Office.
FIRE FLOW DATA: HYD# FIRE FLOW DATA: HYD#
STATIC PRESSURE = STATIC PRESSURE =
� b �® Address, Including Zip Code &Telephone No.
Developer: ��
Same
Same KEPT Qf P�N�y`�,61pEVELOPMENi
SHEET INDEX
Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
RESIDUAL PRESSURE = RESIDUAL PRESSURE =
C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE
AVAILABLE FLOW = AVAILABLE FLOW =
SOURCE: SOURCE:
PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY.
THE AUTHORITY WILL INSTALL THE METER.
D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS.
SHEET 1 COVER SHEET
SHEET 2 SITE PLAN
151 WINDY HILL LANE
GREENWAY ENGINEERING WINCHESTER, VA 22602
(540) 662-4185
DATE: DATE:
6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE:
A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP.
B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE
WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS
COMPLETED.
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
SHEET 3 LANDSCAPE PLAN
SHEET 4 EROSION & SEDIMENT
CONTROL PLAN
SHEET 5 DETAIL SHEET
PROFESSIONAL SEAL & SIGNATURE
THESE PLANS ARE IN CONFORMANCE WITH
COUNTY OF FREDERICK STANDARDS AND
ORDINANCES. ANY DEVIATION OR CHANGE
IN THESE PLANS SHALL BE APPROVED BY
APPROVED BY THE ZONING ADMINISTRATOR
G �(,C%
DATE: 04/26/01
SCALE: N/A
HANDICAPPED PARKING NOTE
DESIGNED BY:
To Comply with Americans with Disablities Act (ADA), the contractor shall construct the handicapped parking spaces
not to exceed 2% in slope both in longitudinal and cross slope. Additionally, the access route from the parking spaces
8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION
ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A
REMOTE READOUT IS REQUIRED.
THE ZONING ADMINISTRATOR PRIOR TO
CONSTRUCTION.
(/
MSS/JNT
SIGNATURE DATE
and/or right-of-way shall not exceed 5% in longitudinal slope or 2% in cross slope
9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A
JOB NO. 2563
(except for the CG-12 handicapped ramps)
RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047.
A REMOTE READOUT IS REQUIRED.
SITE PLAN VALID FOR FIVE YEARS FROM DATE OF APPROVAL.
SHEET 1 OF 5
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EX51TING FIRE
HYDRANT
NOTE: SEE STORM WATER MANAGEMENT COMPUTATIONS BOOKLET
FOR DETAILED POND ROUTINGS AND COMPUTATIONS
FINISHED GRADE
TRACTOR VERIFY EXACT HORIZONTAL
VERTICAL LOCATION OF EX. SANITARY SEWER
PROPOSED LIMITS OF CLEARING
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USE: BUSINESS
SITE PLAN NOTES:
I. EXISTING CONDITIONS ARE NOT BASED UPON FIELD RUN TOPOGRAPHIC SURVEY
AND ARE TAKEN FROM THE PHASE I SITE PLAN. CONTRACTOR SHALL VERIFY EXISTING
SITE CONDITIONS PRIOR TO CONSTRUCTION.
2. LETTER OF PERMISSION REQUIRED PRIOR TO OFF SITE GRADING.
3. WATER METER AND SERVICE LINE SIZE ARE PRELIMINARY. FINAL METER AND LINE SIZE
SHALL BE DETERMINED BY A MECHANICAL ENGINEER AND RESULTS SENT TO CITY OF
WINCHESTER PUBLIC WORKS DEPARTMENT
Trash rack manufactured
by Plastic Solutione Inc.
2`
POND OUTFALL 5TRUCTURE DETAIL
NOT TO SCALE
FA
30 15 0 30
56ALE: I" = 30'
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SSIONAL
DATE: 04/26/01 1
SCALE: 1" = 30'
60 1 DESIGNED BY- MSS/JNT
JOB NO. 2563
SHEET 2 OF 5
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WITH TOP 1/8 OF ROOT BALL ABOVE FINISHED
GRADE
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ENCASE WIRE AROUND TRUNCK IN BLACK
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FINISHED GRADE EQUAL TO 1/3-1/2 OF TREE
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SUBGRADE
DETAIL- - EVERGREEN TREES
(NOT TO SCALE)
`` ,WINDY HILL LLC AND11ARK D. t \ � '-\40-WP \ / �
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ARLENE D. SMITH TO PRIOVI �-.
"\ REZ�9NING FROM B2 TO B IF REzoN �` e `ti �\ �WGIN �`�
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REPLACED WITH A LANDSCAPE SCREEN � ;' � \\ \ , \ �
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THE 6 FT. BOARD -ON -BOARD CE IN
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TABLE 3.31-B
SITE SPECIFIC PERMANENT SEEDING MIXTURES
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS FOR APPALACHIAN/MOUNTAIN AREA
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'QUICK REFERENCE FOR ALL REGIONS' Total Lbs.
���SCAP SC}--4�UL
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Minimum Care Lawn Per Acre
A5R• QTY. BOTANICAL NAME COMMON NAME SIZE (MIN) SPACING 10-YR.
RUBBER HOSE
- Commercial or Residential 200-250 lbs.
CONT.
CANOPY REMARKS
GUY WIRE 012 GAUGE
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Rate - Kentucky 31 or Turf -Type Tall Fescue 90-100%
Planting Dates Species (lbs./acre) - Improved Perennial Ryegrass w 0-107
- Kentucky Bluegrass 0-10%
AS 21 Acer scharinum SUGAR MAPLE 2" CAL. AS SHOWN 545 200 SF
TURNBUCKLE
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High- Maintenance Lawn
TREE WRAP WITH 5091, OVERLAP
Sept. 1 - Feb. 15 50/50 Mix of Minimum of three (3) up to five (5) varieties of
Annual Ryegrass bluegrass from approved fist for use in Virginia, 125 lbs.
(Lollum multi-florum)
& 50 - 100 General Slope (34 or less)
Cereal (Winter) Rye
5P 4 PYRUS GALLERY ANA BRADFORD PEAR 4' HT. AS SHOWN B4B 250
SF
FLAGGING CAPE ON EACH WIRE
2" DOUBLE SHREDDED HARDWOOD
MULCH/3" SAUCER TOP 1/8"OF
(Secal cereate) - Kentucky 31 Fescue 128 lbs.
- Red Top Grass 2 tbs,
PLACE
ROOTBALL ABOVE FINISH GRADE
-Seasonal Nurse Cropww 20 lbs.
CL 20 CUPRESSOCYPARIS LEYLAND CYPRESS 4' HT. AS SHOWN 545
SCREENING
-
Feb, 16 Apr, 30 Anual Ryegrass 60 - 100
(Lotilum multi-florum) 150 tbs
LEYLANDII
3 STAKES
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Low -Maintenance Slope (Steeper than 311)
- Kentucky 31 Fescue 108 lbs.
- Red Top Grass 2 lbs.
� WP 40 PINUS STROBUS EASTERN WHITE PINE 4' HT. AS SHOWN 545
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_ BACKFILL
ROOTBALL-REMOVE TOP 1/3 OF
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May 1 - Aug, 31 German Millet 50
SCREENING =III=
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(Setarla Itallca) - Seasonal Nurse Crop** 20 lbs.
- Crownvetch 20 lbs.
All
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- BURLAP AND GUT ROPE AND/OR
— REMOVE WIRE BASKET FROM BALL
150 lbs
x Perennial Ryegrass will germinate faster and at lower soil
temperatures than fescue, thereby providing cover and erosion
Seeding resistance for seedbed,
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LIGHTLY COMPACTED SETTLING MOUND
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04/26/01
ow Use seasonal nurse cropin accordance with seeding dates asDATE:
Seed shall be evenly applied with a broadcast seeder, drill, stated belowt g
�411 VARIES�4"
cultlpacker seeder or hydroseeder• Small gralns shall be March, April through May 15th Annual Rye
planted no more than one Inch deep, Grasses and legumes May 16th through August 15th Foxtait Millet
SCALE: 1" =
20'
shalt be planted with no less than 1/4' soil cover, August 16th through Sept.,Oct. Annual Rye
November through February Winter Rye
DESIGNED BY. MSS/JNT
TYPICAL PLANTING DETAIL-- TREES OVER 2-1/2" CALIPER
wxx If Flatpea is used, Increase to 30 lbs./acre, All legume seed
must be properly Inoculated. Weeping Lovegrass may also be
TFEEI (NOT TO SCALE)
Included In any slope or low-maintance mixtures during warmer
seeding periods) add 10-20 tbs/acre In mixes,
JOB NO. 2563
SHEET 3
OF 5
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EROSION AND SEDIMENT CONTROL NARRATIVE:
( \ � \ \ �, •.` \
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Descrfptlon:The proposed project consists of approximately 128 acres to be developed
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within the Wind Hill Subdivision. This lot has an area of about 3 acres. The total area
to be disturbd by this is 128
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NOTES: EXISTING CONDITIONS ARE NOT BASED UPON FIELD RUN TOPOGRAPHIC SURVEY
project approximately acres.
Date of construction: Construction will begin following plan approval and will take
W
AND 15 TAKEN FROM PHASE 151TE PLAN. CONTRACTOR MUST VERIFY EXISTING
approximately one (1) year to complete.
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SITE CONDITIONS PRIOR TO CONSTRUCTION.
Existing site conditions:The a bed under this pla n is currently vacant with
exception to a small of asphalt. T &ea is covered in brush and
portion grass.
PROPOSM/
TEMPORARY � � � ��'� � \ �
Adjacent areas: This project is bounded to the north east by Interstate 81, to the east
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DIVERSSON.-PIKE,
Windy Hill Business Palk , a vacant lot to the west, and Windy HIII Lane to the south
Soils information: The USDA Soils
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existing soil conditions w ere obtained From the
Survey for Frederick County. On belong to the Oaklet Silt Loam association
C\2
site soils
(325). This soil is very deep, gently sloping, and well drained. PermeabilitU is slow
runoff is medium, and erosion hzarci is mod"erat e. The surface layer consfgts of 5 inches
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of dark brown silt loam and is underlain by brown clay. This soil belongs to hydrologic
soil groupC.
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Critical areas. There are no critical,areas on this site.
40 I rn
Erosion and sediment control measures: Control of erosion and sedimentation for this
site shall be achieved by installing the following.
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EROSION AND SEDIMENT CONTROL MEASURES
SEDIMENT
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UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND CONTROL
MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND
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SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK
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STRUCTURAL MEASURES
A $_ ` 7/8 - �� PHASE I:
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A CONSTRUCTION ENTRANCE WITH WASH RACK (3.02) SHALL BE PROVIDED TO THE PROJECT AREA FROM THE
EXISTING ENTRANCE ON INDEPENDENCE DRIVE TO MINIMIZE MUD CARRIED ONTO THE ROAD. THE
CONSTRUCTION ENTRANCE AND WASH RACK SHALL REMAIN THROUGHOUT ALL PHASES OF CONSTRUCTION.
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ROCK CHECK DAMS (320) SHALL BE INSTALLED TO REDUCE VELOCITY OF FLOWS AND EROSION IN THE
EXISTING DITCH LINES.
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TWO (2) PERMANENT SEDIMENT TRAPS SHALL BE CONSTRUCTED DURING PHASE I CONTROL MEASURES AND
718\ 1 1 \ e
7/6
\�� \ \
.
�'�
PRIOR TO CLEARING THE SITE. THEY SHALL DETAIN RUNOFF LONG ENOUGH TO ALLOW THE MAJORITY OF
SEDIMENT TO SETTLE OUT PRIOR TO LEAVING THE SITE. THE TRAPS SHALL CONSIST OF INSTALLING GABION
BASKETS AS SHOWN ON THE DETAIL AT THE LOCATIONS SHOWN ON THE EROSION AND SEDIMENT CONTROL
A
\
PLAN. THESE TRAPS SHALL REMAIN IN USE AFTER FINAL CONSTRUCTION OF THE SITE.
z
4\
DD
A TEMPORARY STORM SEWER PIPE (PVC OR CPP) MATCHING THE EXISTING STORM SEWER OUTFALL DIAMETER
O
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SHALL BE INSTALLED TO ALLOW OFF -SITE AREAS TO SAFELY DISCHARGE BEYOND THE PROP05ED SEDIMENT
�\ /(
\ \\\\\ \
TRAPS, THEREBY REDUCING SEDIMENT RUNOFF. THE PIPE SHALL BE REMOVED AFTER THE SITE I5 BROUGHT TO
FINAL STABILIZATION AND WITH THE INSPECTOR'S APPROVAL.
a
TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED ON ALL CRITICAL SLOPES
(3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS.
PHASE 1 I :
ALL CONTROLS INSTALLED IN PHASE I TO REMAIN FOR THE DURATION OF THE PROJECT.
; , -; r ' ; \ �� \\ \� \\ ` \ \-•
x
CULVERT INLET PROTECTION DEVICES (3.08) SHALL BE PLACED ON INLETS TO STORM SEWER CULVERTS TO
PREVENT SEDIMENT FROM ENTERING, ACCUMULATING IN AND BEING TRANSFERRED BY THE CULVERT.
W
9
TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED ON ALL CRITICAL SLOPES
`
DA_�6 � \\ � (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS.
VEGETATIVE MEASURES
PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1)
`
DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION
SHALL BE APPLIED WITHIN SEVEN (1) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL
M
CH S.
STICKLEY
\ \
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_ ► `
\ \ 1 i `ram ���
REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE((pI01
APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN 51X (6) MONTHS.
"d,�
LI EASE
031
No.
, 62
r
I \ .
TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCHS
`SIDNAL
AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING.
ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED,
I\ 7
SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER
WITHIN FIVE (5) DAYS AFTER GRADING.
N,
MANAGEMENT STRATEGIES
CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS
L/
POSSIBLE.
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,X _ = __-
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THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL
y
EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT
a
�
ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM.
AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE GLEANED UP AND
.1
�14
REMOVED.
I
I I
i \
ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER a GAS SUPPLY TRENCHES ARE TO BE COMPACTED,
SEEDED AND MULCHED WITHIN FIVE (5) DAYS AFTER BACKFILLING. NO MORE THAN 500 FEET ARE TO BE
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OPEN AT ANY ONE TIME.
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ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF
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GRADING.
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DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED,
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AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED.
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EROSION/SED iMENT CONTROL LEGEND
DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL
4. W
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Q
NO.
KEY SYMBOL DESCRIPTION TH15 5HEET FOR ER05ION AND5EDIMENT CONTROL ONLY!
CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN
CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN,
..4
3.02
CE
TEMPORARY GRAVEL CONSTRUCTION
AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE
INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT
ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK
CONTROL HANDBOOK
Z
Z �
3.05
O
X —X X SILT FENCE
MAINTENANCE
(D
3.01
IP
STORM DRAIN INLET PROTECTION
ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE
J
AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD.
O
3.09
�p�
TEMPORARY DIVERSION DIKE
ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS
SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF GRA55 IS MAINTAINED. ALL AREAS
(�
W
W
3.10
FD
FD TEMPORARY FILL DIVERSION
SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS IS ESTABLISHED.
3.12
� DIVERSION
TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50 % TRAP EFFICIENCY AN D DISPOSED OF
BY SPREADING ON SITE.
O
3.13
ST
—0— TEMPORARY SEDIMENT TRAP
GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS
3.18
O
� OUTLET PROTECTION
CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY.
320
CD
CHECK DAMS
THE CONTRACTOR 15 RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE,
333
O
U SODDING
CONDITION AT ALL TIMES.
338
TP
0-0-0 TREE PROTECTION
PHASES OF LAND DISTURBANCE ACTIVITIES
DATE: 04/26/01
LCG
LIMITS OF CLEARING a GRADING
I. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY (PHASE I SEDIMENT TRAPS t
CONST2. IMEI
OF SEDCTION IMENT
AGCONTROL DEVICES.
PLACEMENT
SCALE:
1"
=30'
DRAINAGE DIVIDES
3. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING CLEARING AND GRADING OPERATIONS.
CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED 3m 15 m 3m tom
4. CLEAR AND GRUB REMAINDER OF SITE.
5. ROUGH GRADE SITE.
DESIGNED BY: MSS/JNT
WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN
6. INSTALL DRAINAGE DEVICES WITH SEDIMENT CONTROL.
14 DAYS
AFTER START SCALE: 1" = 30'
i. FINAL GRADING.
JOB N0. 2563
EsL6002
8. RESTORATION AND STABILIZATION OF DISTURBED AREAS.
9. REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR
SHEET 4
OF 5
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CD
Existing Pavement conc�msurrface "coursesy as Type,%)
+ + + + + + + + + + + + + + + + + +
(BM) + + + + + + + + + + + + + + + + Asphalt concrete base
+ + + + + + + + + + + + + + + + + +
min.6" + + + + + + + + + + + + + + + + + course Type (BM)
0-0-0-0 0 0 0 0 0 0 0
0
O 0 O 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O Type 1, Size 21A or 21B
21 A or 21 B o 0 0 0 0 0 0 0 0 0 o aggregate compacted to
min.10" 0000000000000000000000 100% maximum density at
0000000000000000000000 optimum moisture content
Bench Bench
Select Material
1, CBR 30 Approved soil or select material
Type
BCBl Type 1, CBR 30 compacted to
95% maximum density at
optimum moisture content
O.D.
pe
Bedding 4" Sand or 157 Stone
I 0.0.+24"
' For pipes less than 12", the trench width may be 36" max.
See UB-1 (Road and Bridge Standards Volume II)
V.D.O.T. Figure 1
Cut Replacement in Roads with Asphalt
Concrete Base and Surface
4^ CG-6
2„ R
-1 it
_
_
a d : • •
6" 2'-0"
THIS AREA MAY BE CONCRETE BOTTOM OF CURB & GUTTER MAY
AT THE OPTION OF THE CONTRACTOR BE CONSTRUCTED PARALLEL TO THE
SLOPE OF SUBSURFACE COURSES,
THIS CURB IS TO BE USED WHEN PROVIDED A MINIMUM DEPTH OF 7"
DESIGN SPEED IS 40 MPH OR LESS IS MAINTAINED.
ON RURAL HIGHWAYS AND 45 MPH
OR LESS IN DEVELOPED URBAN &
SUBURBAN AREAS.
NOTE:
COMB. CURB & GUTTER HAVING A RADIUS
OF 300' OR LESS (ALONG FACE OF CURB)
SHALL BE PAID FOR AS A RADIAL COMBIN-
AT10N CURB & GUTTER.
THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
SPECIFICATION REFERENCE COMBINATION 6" CURB AND GUTTER
105 (NOT TO SCALE)
502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03
TEMPORARY DIVERSION DIKE
4.5' min.
SOURCE: VA. DSWC
Comnacted Soil
CONSTRUCTION OF A SILT FENCE
(WITH WIRE S UPP OR T)
1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
I
FLOW III
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH
4
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
G
FLOW
-11
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1
Sherwood k T as
PLATE 3.09-1
IA-1
St." a. W h. pr 4d.d
k .t,.r, H
'-(' 1. 4 prwt- 4'-2.
'
Far d.t Im - s1. ST-1.
NOTES
I r "t...,. .r
4.pa (tr) 1. r 10'. Fe 9. dwP
2" min.
--- till I - _�-
bbbk •' A.I•
T; ^ A A H "" I Pr .1w. "••,wn'L r w-'"�'-wah,a..' w u»'p.b w a u »s...
L J 'r14h r-, -,ram
M r rAA&
N eat F .I.S as,sw !s Oa.. •3 Far pr....l
)11 1- • 4 a '1N• w".Area ., e..r,rar .r =I
tr alw. w M n,ar.d .an tl,a Yn�t N .,. ast-
•SECTION A -A P
7dM,dee
d1„errlwe r a.r.a1"a e> a. care.emr
4 -P•
PLAN
N(otlr,o,tr• nRr.pretdt)e hara.e. m d,t,,ator,. Pais.swed.ati Wdl esaw.'e,tNpae,t CONCRETE
OooNaaCRETE QUANTITIES arF.tO. R MIN. DEPTH
C ,rpa= W
pl, ,2.awt+Mr +gtPr brt r ,Ar�.l.,w,g+..n ,1stN,Nytr r wMtr Nrirt rM ...trrr.at.4./NnurM,aa Fw,.wWe.,ae.ytO„raaNYeei .hIs,1�.Ml rarltY1pwrrN•br. a.r twrm!h,N t a.Mar,h�e,
r,. .
trsh.eq.,
re.
d.th ,/4• .,.r, : �ro.,r.d N.d .•.. "�'nin° ,e• oa.o vb-1.rm a. re. oo,wN.
a,rMMn .Y. d1a 0. I,d,, rwriar 4 T (N-% 24• oono. 1.e17 W. Yd. Conwata
math har..s..IaN aW,a'ad ,•rdY to apt �M d T-G-3.4 NM 0.M• 04. Yda Pr add"bnd foot N d PM.
era. N .woe.. }}}}----
){ gCTtC11 !TEFL �% SECTION CAST md! 1•_3- fT NOTES
1' 7' L2%"x2,fi'.x• _3>s' Lug. to be
8889B888B88888 �e.t t� fe N.
,(Y-4" I-g oaN etth stile
On. wdd.d e - �q
�^ J_ m dbrna.. pH, d � sheep.•
m>
p �r�
�:e�:dRrb. 888888�6�88�88l� "� da. h.r.en.
to adle dduding ewludlnp
lug.
"ALV ! e CAST%• - r
4'
l"ON %".1X'.4' lug. �•- _
)6'x4" _Stud sh.e
.at«. ,x
� SECTION C-C
APPROXIMATE WEIGHT
27 - C..t trey,
SECnoN 9-s DIME"ONS FOR Oret. 363 3 16 le..
CAST RON ONLY
DETAILS OF COLLAR AND GRATE
STANDARD DROP INLETI
12"-24" PIPE MAXIMUM DEPTH (H)=10'
VIRGINIA DVPARTMENT 23D�2
104.01
TRANSPORTATION
ON -SITE PAVEMENT SECTION
NOT TO SCALE
z/,xd Nl�?r,>il My+Lrc uL srr�F/,+
2" SM-12BA SURFACE COURSE
6" SUBBASE VDOT STD. GR-115
- - - - - COMPACTED SUBGRADE
(COMPACTED TO 95% DENSITY
AT OPTIMUM M015TURE CONTENT
VDOT VTM-1 METHOD)
PAVEMENT DESIGN BASED ON A 51.15CsRADE CBR DE51GN VALUE OF 6. SOIL TEST
OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
PAVEMENT SECTION THICtOJESS PRIOR TO CONSTRUCTION.
PVMTSECT
I'X4-X4'-B' SLATS, 2-FINIO14 NAIL AT
TOP AND BOTTOM
2'X4'X4' BEAM, TOE NAIL TO POST
4'X4'XD' PO6TS
I. PRESERVATIVE STAIN ON ALL WOOD. ITMW"
COLOR TO MATCH THAT OF BLDG. U1 I PAR
9
2. FINISHED SIDE OF FENCE SHALL FACE 2
ADJOINING PROPERTY, IF APPLICABLE.
COMPACTED GRAVEL
WOOD FENCE DETAIL
FOR DUMPSTER ENCLOSURE
NOT TO SCALE
TEMPORARY SEDIMENT TRAP
I'l VARIABLE
ORIGINAL VARIABLE"
GROUND
ELEV.
1.0' 11
67 CU. YD./ACRE
N � VARIABLE
e7 CU. YD./ACRE 1
4' MAX.
(EXCAVATED)
FILTER7
CLOTH ORu�
ELEV.
"SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP
CROSS SECTION OF OUTLET
CLASS I RIPRAP
LENGTH (IN FEET)
/ (IX DRAINAGE AREA
(IN AC.)
4 k
t / DIVDIKE DIKE
COARSE AGGREGATE
EXCAVATED num CLOTH
"'COARSE AGGREGATE SHALL BE VDOT /3, /357 OR /5
OUTLET (PERSPECTIVE VIEW)
SOURCE: VA. DSWC
TRAP SIZING
PLATE. 3.13-2
REQUIRED STORAGE = 154 GY/AG x .612 AG = 123.3 GY
AVAILABLE 5TORA6E = 500 GY (AT EMER. SPILLWAY)
HE I6HT OF STONE FILTER = 1.5'
TOP WIDTH OF STONE FILTER = 2.5'
HE16HT OF PERMANENT SPILLWAY = 3.5'
WIRE MESH, REINFORCING VDD.T.
ROAD AND BRIDGE STANDARDS SECTION 301.04
T CLASS A-3 CONCRETE
} 6" BASE 21-A
COMPACTED O' i"A3RADE
(COMPACTED :c % 95x DENSITY AT OPT"J 1
MOISTURE CONTENT, VDOT BTM-1 METHOD)
TR,451-I DUM STEIR F,4D
(NOT TO SCALE)
0+00 0+50 1 +00 1 +50
HORZ = 5O'
PROPOSED STORM PROFILE \/ERT=S'
A
4 �. •.
:r
�. A �.
y
' • 53" 2-24' % REBARB
FOR U44ML STOP
S.
I
SECTION A -A
WHEEL STOP DETAIL
NOT TO SCALE
PAVEMENT --�/
2CURB CUT
00
C
d O
d
0 VDOT SPEC.
414.03, CL. I,
TYPE A
TAT F E f SCU PER, DETAIL
NOT TO SCALE
Dt-SCu I
LEVEL SPREADER
CROSS SECTION
JUTE, OR EXCELSIOR
OR EQUIVALENT
STAPLED IN PLACE - VARIABLE (MIN. 7')
BURIED 6" MIN. 6" MIN.,,
s -_BURIED 6" MIN.
LEVEL LIP OF
SPREADER --
1
F'
LEVEL SPREADER WITH VEGETATED LIP
VDOT #3, !� #5, #56 OR
#57 COARSE AG GATE IN
GALVANIZED WIRE M BASKET
FILTER CLOTH -
SECURE WIRE TO GROUND
WITH WIRE STAPLES
7' MIN. I 3'
UNDISTURBED
SOIL
CROSS SECTION
VARIABLE (MIN, 7')
SECURE WIRE MESH TO TIMBER
6X6 TREATED TIMBER
6" MIN.
--- •�
L__ 5 REBAR TO
MIN. 6-
LEVEL SPREADER WITH RIGID LIP
• MIN. PHYSICAL REQUIREMENTS OF FILTER CLOTH NOTED IN STD. & SPEC. 3.19, RIPRAP
2:1 OR
FLATTER
2:1 OR
FLATTER
SOURCE: VA. DSWC AND N.C. Erosion and Sediment Control Planni�and Des n anuai PLATE: 3.21-2
STONE CONSTR UCTION ENTRANCE
70' MIN. EXISTING
A PAVEMENT
3' 5:1 i11
FILTER CLOTH--'**" 6" MIN. A MOUNTABLE BERM
(oPnoNAQ
SIDE ELEVATION
EXISTING
12' MIN.
70 MIN.
B r WASHR9CK
L-VDOT /1 ( I -POSITIVE DRAINAGE
COURSE AGGREGATE B TO SEDIMENT
I TRAPPING DEVICE
• MUST EXTEND FULL WIDTH
OF INGRESS AND EGRESS P
OPERATION LAN VIEW
SECTION A -A
REINFORCED CONCRETE
10' MIN.
DRAIN SPACE
SECTION B-B
SOURCE. ADAPTED from 198J Maryland Standards for Soil erosion and Sediment Con tra% and Ka. DSWC Plate J.02-1
L D 22CI
STORM SEWER DESIGN
GOMPUTATION5
cast in place access door,
centered in top
(see note 1)
varies
2' max.
at property line
(see note 2)
roadway box
E
2" type K copper
-
tubing (no joints
N
from main to
curb stop)
\-saddle with
corporation
stop
water /
main J
ball valve curb stop
with FIP ends, with
2" gate valve
operating nut
1+�
CUTOUT DETAIL
typical
Ford FC HH 77 HC-15B
2" custom setter
(meter by FCSA)
standard
flat top for
4' diameter
manhole
finished
grade
3' riser section
for 4' diameter
manhole
with cutouts
',/-- solid support blocks
under custom setter
6" stone bedding
NOTES:
1. Access door shall be by Halliday Products
or our approved equal:
a) in non -traffic area - model no. S1 R3030
b) in traffic area - model no. H1R2424
2. Water service crossing street shall be encased
in 6" dia. SCH40 PVC or SDR21 piping. The
piping shall run from one foot beyond sidewalk,
across the street, to one foot beyond sidewalk.
1 1 /2" and 2" METER INSTALLATION
Figure 6
AMENDMENT NO. 2 - APRIL 1997
AMENDMENT NO. 3 - OCTOBER 1998
WE
blt
Ii__i��•�1 Imo_ 1�i���--�.
• I� I
•=mil ���
� II
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE
HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW
CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING
AROUND THE STRUCTURE.
* GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE.
SOURCE: VA. DSWC PLATE. 3.07-3
ROUTE I PROJEGT
GOUNTYFREDERIGK D I STRI GT
DESGRIPTION STORM GOMPUTATION5
DATE 6/4/01
POWELL5 PLUMBING PHASE II
SHAWNEE
FROM
POINT
TO
POINT
DRAT
AREA
"A"
RUN-
OFF
GOEF.
GA
GA
INLET
TIME
RAIN
FALL
RUN-
OFF
INVERT
ELEVATIONS
ENGTH
LOPE
PIA.
CAPA
G ITY
VEL.
FLOW
TIME
REMARKS
GRE
G
INCFZEMA
ENTAL
GLUM
ULATEOEND
MIN
IN/HR
GF5
UPPERLOWE
END
FT.
FT/FT
IN.
GF5
F.P.S.
5E6.
12
II!
.26
1A
.23
.25
10
6.5
1.5cl
-116.7 715.8
50'
1.5%
I!5"
bbcl
8.05
.10
III
10
-;
,
23
-
-I
-I
715.8 714.3
75'
296
15"
cl.16
8.48
.15i
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MICHAE S.I STICK
LIC SSS�i$
E No.
031162
^kSIONAL t
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IIIIIIIIIIIIIIIII'
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DATE: 5/1/01
SCALE: N/A
DESIGNED BY: MSS/JNT
FILE NO. 2563
SHEET 5 OF 5
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