HomeMy WebLinkAbout044-97 Shenandoah Memorial Park ERL - Shawnee - Backfile (2)CENERAL NOTES
1. Greenway Engineering, Inc. (GE) issued this plan set based on project criteria dictated by the
client and municipal codes. This plan set is not considered complete or appropriate for
construction until ALL necessary agencies have given approval AND this plan set is signed and
sealed by a licensed professional. Any work, planning, scheduling, material purchases and/or
construction prior to approvals and licensed/professional sealing will be performed at the risk
of the personnel authorizing work. GE shall be held harmless from and costs, time delay
and/or material changes incurred on work started before this plan set receives approvals and
seals.
2. Methods and materials used in the construction of the improvements herein shall conform to
current County Construction Standards and Specifications and/or current VDOT Standards and
Specifications.
3. The Engineer shall not have control over or charge of and shall not be responsible for
construction means, methods, techniques, sequences or procedures nor for safety precautions
and programs in connection with work shown on these plans. The Engineer is not responsible
for the contractor's schedules or failure to carry out the work. The Engineer is not responsible
for acts of omissions of the contractor, subcontractor, or their agents or employees, or any
other person performing portions of the work.
4. The Contractor, Owner or Developer shall be responsible for securing any third party
inspection/testing service to insure construction compliance with these plans and specifications.
It is Greenway Engineering's recommendation that a third party inspection/testing service be
employed to ensure that project is completed and materials installed meet the details and
specifications in these plans.
5. The location of existing utilities shown in these plans are taken from existing records. It shall
be the contractors responsibility to verify the exact horizontal and vertical location of all
existing utilities as needed prior to construction. The contractor shall be responsible for the
digging of all test holes that may be required, whether recommended or not by these plans, to
determine the exact location and elevation of existing utilities. If any conflicts arising from
this existing utility verification or if during the course of construction, any object of an
unusual nature is encountered, the contractor shall cease work in that area and immediately
notify Greenway Engineering at (540) 662-4185 and/or the proper authority. Greenway
Engineering or any engineer associated with these plans shall not be responsible or liable for
any construction cost that may be associated with the installation or reinstallation any utility
or other improvements if not notified of any discrepancies between actual field conditions and
the approved plan.
6. The approval of these plans in no way relieve the developer, the contractor, or their agents of
any legal responsibility which may be required by the code of Virginia or any other ordinance
enacted by the County nor does it guarantee the issuance of any required permit by the
County, VDOT or any other Agency.
7. An approved set of plans and all applicable permits must be available at the construction site
at all times during construction. A representative of the developer must be available at all
times.
8. Prior to the initiation of any land disturbing activities the Developer, the Contractor or the
Responsible Land Disturber shall obtain a Land Disturbance Permit from the County Engineer's
office. The Contractor, Developer or his agent shall be responsible for obtaining a Virginia
Stormwater Management Program (VSMP) Permit and shall be responsible for the registration of
the construction site as required by law. They shall also be responsible for obtaining and
maintaining on site a Stormwater Pollution Prevention Plan (SWPPP). 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.
9. The Developer or his agent shall be responsible for obtaining any required permits from the
Virginia Department of Environmental Quality (DEQ) or the United States Army Corp of Engineers
for any plan wetland disturbance as shown on these plans. They shall also be responsible the
identification and delineation of any wetlands that may be present on the construction site.
10. 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 public streets
are maintained in a clean, mud and dust free condition at all times.
11. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of
Transportation (VDOT) and Frederick County prior to any construction activities within existing
State right-of-way.
12. 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.
13. Warning signs, markers, barricades or flagmen should be in accordance with the State and
Federal Manual on Uniform Traffic Control Devices (MUTCD).
14. The exact location of all guard rails and paved ditches will be determined by VDOT personnel.
"A joint inspection will be held with the Developer, Count Representatives, and Representatives
J P P� y P � P
of the Virginia Department of Transportation (VDOT) to determine if and where guard rail
and/or 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.
15. All unsuitable material shall be removed from the construction limits of the site plan before
placing embankment.
16. All pavement sections shown on these approved plans are based on a minimum CBR value of 6
and are for preliminary design only. Final pavement design shall be based upon actual field
tested CBR values. The Contractor or Developer shall be responsible for field tests per VDOT
standards to obtain actual CBR values for final design. Final pavement designs will be approved
by VDOT and/or the Owner/Developer, which ever applicable, prior to installation.
17. 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.
18. When grading is proposed within easements of utilities, letters of permission from all involved
companies must be provided to the County Public Works Department prior to issuance of
grading and/or site development permits.
19. Notification shall be given to the appropriate utility company prior to construction of water
and/or sanitary sewer lines. Information should also be obtained from the appropriate
authority concerning permits, cut sheets, and connections to existing lines.
20. The Developer and/or Contractor shall be responsible to supply all utility companies with
copies of the approved plans and advise them that all grading shall conform to the approved
plans, and further that the utility companies shall be responsible for horning these plans and
the finished grades in the installation of their utility lines.
21. All utilities to be located underground.
22. 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.
23. 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.
24. All parking lot/street light and dry utility design shall be performed and provided separately
by others. All dry utility and or lighting information shown hereon is as specified by others
and is included for informational purposes only, as directed by the Owner, Developer and/or
public agency requirements. Greenway Engineering has not performed the lighting and/or dry
utility design and does not warrant and is not responsible for the degree and/or adequacy of
illumination on this project or the adequacy of the dry utility to service the site.
25. All sanitary sewers, water mains and appurtenances shall be constructed in accordance with
the current standards and specifications of Frederick Water.
26. All stormwater piping and structures shown on these plans are only accurate to the inlet or
manhole locations as shown hereon. Detail design of Stormwater structures were not provided
to Greenway Engineering. Actual pipe alignments will be based upon developed structural shop
drawings as provided by the manufacturer. Contractor shall make adjustments to pipe
alignments base on provided shop drawings. Greenway Engineering will not be held responsible
or liable for any discrepancies or changes caused by the structural design. Contractor may
submit shop drawings to Greenway Engineering for review and approval at contractor's expense.
Shop drawings will be reviewed for compliance with design plans. The Owner or Developer will
be responsible for any redesign as a result of structural shop drawing design.
27. Controlled fills shall be compacted to 95% of maximum density as determined by method "A"
per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be
certified by a registered professional engineer and results submitted to Frederick County prior
to pavement construction. If a geotechnical report has been prepared, it should supersede the
requirements in this note.
28. Refer to Geotechnical Engineer for methods, materials and details for construction of all.
earthwork activities.
29. Any retaining wall 2 ft. or greater in height shall require the issuance of a separate building
permit.
30. 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.
31, These plans identify the location of all known gravesites. Gravesites shown on this plan will
be protected in accordance with state law. In the event gravesites are discovered during
construction, the owner and engineer must be notified immediately.
32. Individual sign permits will be required from the Zoning Office for all free standing and/or
facade signs prior to erecting the sign and may require a separate building permit..
FIRE MARSHAL'S NOTE
VDOT GENERAL NOTES
V1. All work on this project shall conform to the current editions of and latest revisions to
the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and
Standards, the Virginia Erosion and Sediment Control Regulations, and any other
applicable state, federal or local regulations. In case of a discrepancy or conflict between
the Standards or Specifications and Regulations, the most stringent shall govern.
2. All construction shall comply with the latest U.S. Department
V i p y p tment of Labor, Occupational
Safety and Health Administration (OSHA), and Virginia Occupational Safe
ty &Health (NOSH)
Rules and Regulations.
V3. When working within 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. A transportation management plan needs to be submitted for
approval and land use permit issued prior to any execution of work within the VDOT
right of way.
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
/ public utility companies. It is the sole responsibility of the developer to locate and
identify utilit facilities or items that may be in conflict with the proposed construction
activity. VDOV approval of these plans does not indemnify the developer from 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 shall be the responsibility of the developer.
V6. If required by the local VDOT Land Development Office, a pre -construction conference
shall be arranged and held by the engineer and/or developer with the attendance of the
contractor (s), various County agencies, utility companies and VDOT prior to initiation of
work.
V7. The contractor shall notify the local VDOT Land Development Office when work is to
begin or cease for any undetermined length of time. VDOT requires and shall receive 48
hours advance notice prior to any required or requested inspection.
V8. The contractor shall notify the Traffic Operations Center at (540) 332-9500 for anyy
traffic control lan that impacts a VDOT maintained Interstate or Primary roadway to
provide notification of the installation and removal of the work zone.
V9. The contractor shall be responsible for maintaining a VDOT permitted temporary
construction entrances) in accordance with Section 3.02 of the Virginia Erosion and
Sediment Control Han book. Furthermore, access to other properties affected by this
project shall be maintained through construction.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site
during and at the end of construction.
V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a
minimum thirty-six (36) inches cover and when possible shall be installed under roadway
drainage facilities at conflict points.
V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids,
caves, etc.) 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.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by
a VDOT representative prior to placement of fill. A VDOT representative shall be present
to insure the soil sample(s) obtained for CBR's is representative of the location. When soil
samples are submitted to private laboratories for testing, the samples shall be clearly
identified and labeled as belonging to a project to be accepted by VDOT and that testing
shall be performed in accordance with all applicable VDOT standards and procedures.
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches
shall be compacted in accordance with the lift thicknesses, density and moisture
requirements as specified in the current VDOT Road and Bridge Specifications. Certified
copies of test reports shall be submitted to VDOT daily, unless specified otherwise.
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these
plans and/or as specified by VDOT.
V16. A post installation visual/video camera inspection shall be conducted by the
Contractor on all pipes identified on the plans as storm sewer pipe and a select number
of pipe culverts. or pipe culverts, a minimum of one pipe installation for each size of
each material type will beinspected or ten percent of the total amount for each size
and material type summarized. All pipe installations on the plans not identified as storm
sewer pipe shall be considered as culvert pipe for inspection purposes. Additional testing
may be required as directed by the Area Land Use Engineer or their representative.
V17. 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.
V18. Prior to VDOT acceptance of any streets, all required street si nage and/or pavement
markings shall be installed by the developer in accordance with the Manual On Uniform
Traffic Control Devices.
V19. The developer shall provide the VDOT Land Development Office with a list of all
material sources prior to the start of construction. Copies of all invoices for materials
utilized within any dedicated street right-of-way must be provided to the local VDOT
Land Development Office prior to acceptance of the work. Unit and total prices may be
obscured.
V20. Aggregate base and subbase materials shall be placed on subgrade by means of a
mechanical spreader. Density will be determined using the density control strip in
accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A
certified compaction technician shall perform these tests. Certified copies of test reports
shall be submitted to VDOT daily, unless specified otherwise. In addition 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.
V21. Asphalt concrete pavements shall be placed in accordance with Section 315 of the
VDOT Road and Bridge Specifications. Density shall be determined using the density
control strip as specified in Section 315 and VTM-76. A certified compaction technician
shall perform these tests. Certified copies of test reports shall be submitted to VDOT
daily, unless specifie otherwise. A VDOT representative shall be notified and given the
opportunity to be present during the construction and testing of the control strip.
V22. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36)
inches and larger shall be explored below the bottom of the excavation to determine the
type and condition of the foundation. The contractor shall report findings of foundation
exploration to the engineer and VDOT for approval prior to placing pipe. Foundation
designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or
otherwise unsuitable foundation is encountered, the foundation design and/or need for
foundation stabilization shall be determined by the engineer and approved by VDOT.
V23. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on
these plans in accordance with VDOT's installation criteria. Final approval of the
guardrail layout to be given by VDOT after grading is mostly complete.
V24. Approval of these plans shall expire five (5) years from the date of the approval
letter.
V25. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans
and/or as specified by VDOT.
V26. The foundations for all box culverts shall be investigated by means of exploratory
borings advanced below proposed foundation elevation to determine the type and
condition of the foundation. The contractor shall submit copies of borehole logs and
report findings of foundation exploration to the engineer and VDOT for approval prior to
constructing box. Foundation designs shall comply with VDOT Road and Bridge Standard
PB-1. Contrary to the Standard, where rock is encountered and cast -in -place box is
proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or
otherwise unsuitable foundation is encountered, the foundation design and/or need for
foundation stabilization shall be determined by the engineer and approved by VDOT.
TRIP GENERA TION DATA
CLASS USE I AVT on * TRIP RATE ADT
Fire lane markings and sig_nage: N/A THERE WIU BE NO IN REASED TRAFFIC ASS CIATED WITH THIS PLAN
Any "No Parking" signs and yellow painted curb locations will be installed
by field inspection at the direction of the Fire Marshal's Office.
* TAKEN FROM ITE TRIP GENERATION 9TH EDITION
PROJECT INFORNA TION
PARCEL IDENTIFICATION NO.
STREET ADDRESS:
PROJECT SITE AREA:
DISTURBED AREA:
CURRENT ZONING:
CURRENT USE:
PROPOSED USE:
REQUIRED BLDG. SETBACKS:
FRONT:
REAR:
SIDE:
PROVIDED BLDG. SETBACKS:
FRONT:
SIDE:
REAR:
MAXIMUM BUILDING HEIGHT:
PROPOSED BUILDING HEIGHT:
PARKING SETBACK:
FRONT:
REAR:
SIDE:
SIGN SETBACK:
FRONT:
REAR:
SIDE:
FAR CALCULATION:
PARKING REQUIRED:
PARKING PROVIDED:
ADA PARKING PROVIDED:
LOADING SPACES:
OPEN SPACE CALCULATIONS:
64-3-A
1270
FRONT ROYAL PIKE
30.91
ACRES
2,200
FT
RA
CEMETERY
CEMETERY
60
100'(TM#64-A-23) & 50'(TM#64-A-23A)
50'(TM#64-3-A1)
195.1'
645.7'
755.9'
35'
±21'
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
SIGN S ALL SIGNS SHALL BE IN
CONFORMANCE WITH THE
FREDERICK COUNTY ZONING
ORDINANCE SECTION
165-201.06 SIGNS
MAX SIGN HEIGHT =N/A
MAX SIGN AREA =N/A
FREDERICK FA TER PROJECT INFORMATION
WATER AND SANITARY'' SEWER USAGE Calculation of demand/discharge
(PATER DEMAND
Residnetial: 235 d per connection
N. WATER DEMAND GPD $Commercial: 75 gpd per 1,000 sf
SANITARY SEWER DISCHARGE W
A GPD *Industrial: 25 gpd 0 10 persons per acre
SEWER DISCHARGE
Sewer discharge equals water demand
FREDERICK RATER CONSTRUCTION NOTES
1. The Authority's Water and Sewer Standards and Specifications are available at
www. federickwater. com.
2. The contractor shall adhere to the Authority's standards and specifications in effect at
the time of construction.
3. The contractor shall coordinate with and arrange for inspection by the Authority.
4. The contractor shall connect a new sewer line to an existing manhole by core drilling
the manhole.
5. A new water (or forced sewer) main shall be connected to an existing main by a wet
tap. The Authority shall furnish all needed material and make the tap. An Application
for Wet Tap shall be submitted and the initial fee paid before tap is made.
6. Exact locations of water and sewer services on new lines are to be coordinated with the
Authority's inspector.
7. The Authority's maintenance division shall furnish and install all water meters through
2 inch in size. It is the contractor's responsibility to have the meter box assembly
installed correctly. Before a permanent meter is installed:
a. The meter box, with its frame and cover, must be properly aligned with the
coppersetter.
b. The frame and cover shall be set to final grade.
C. The distance between the top of the cover and the coppersetter shall be
between 18 and 21 inches.
d. All components of the meter box assembly shall be in proper working order.
8. For services that connect to existing lines:
a. The Authority shall furnish and install:
1. all 5/8"x3/4", 1", 1 %" and 2" water services
2. all sewer services.
b. The owner/developer shall:
1. coordinate (or have the contractor coordinate) the location of the service
lateral with the Authority's engineering assistant
2. submit an Application for Service and pay the required fees.
9. All water service lines must have a backflow prevention assembly (double check valve or
RPZ, as required). The assembly must meet ASSE standard number 1015 or 1013.
10. All fire lines must have a backflow prevention assembly (detector double check valve or
RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047. Any
exterior, privately owned fire line shall also have a fire service meter. The assembly shall be
installed immediately before the backflow prevention unit. Radio read remotes are required.
11. The Authority shall review the mechanical plan(s) for design and material approval of a
building's:
a. domestic water meter and its backflow prevention device, and/or its
b. fire service line's backflow prevention device.
12. DEQ must also approve sewer pump stations. Frederick Water requires a copy of DEQ's
Certificate to Operate and a copy of the stations DEQ approved 0&M Manual. These
documents must
be received before substantial completion is issued and water meters released.
OCT 2011
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VICINITY MAP
SCALE: 1" = 2000'
Sheet Index Table
Sheet Number
Sheet Title
1
COVER SHEET
2
BUILDING SETBACK PLAN
CALL "MISS UTILITY"
VIRGINIA UTILITY PROTECTION SERVICE (VUPS) AT 811 OR 1-800-552-7001, 48 HOURS
PRIOR TO THE START OF WORK. EXCAVATORS MUST NOTIFY ALL PUBLIC UTILITY
OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES I TH
E AREA OF
PROPOSED EXCAVATING OR BLASTING AND HAVE THOSE FACILITIES LOCATED BY
THE UTILITY COMPANIES PRIOR TO COMMENCING EXCAVATION. THE EXCAVATOR IS
RESPONSIBLE FOR COMPLIANCE WITH ALL COUNTY REQUIREMENTS, VIRGINIA CODE
AND REGULATIONS.
UTILITY NOTICE REQUIRED
Contractors shall notify all public utility 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 operators of underground
utility lines appear below. These numbers shall also be used to
serve in an emergency condition
Water/Sewer:
Frederick Water
P.O. Box 1877
Winchester, VA. 22604
(540) 868-1061
Power:
Rappahannock Electric Coop
137 Kelly Court
Front Royal, VA 22630
1-800-552-3904
Phone:
Verizon
P.O. Box 17398
Baltimore, MD 21297
(301) 964-6282
Gas:
Shenandoah Gas Co.
P.O. Box 2400
Winchester, VA 22604
(540) 869-1111
OWNER( DEVELOPER
SHENANDOAH MEMORIAL PARK
1270 FRONT ROYAL PIKE
WINCHESTER, VA 22602
540-667-2012
APPROVALS
3
REDERICK COUNT ONING ADMINISTRATOR
*APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5)
YEARS FROM THE DATE OF PLANNING APPROVAL
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DATE: 01/22/2018 1
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DESIGNED BY: KAS/Yi
FILE NO. 2125S
SHEET 2 OF 2
xx--xx
GENERAL NOTES
VD0T GENERAL NOTES
LEGEND
VICINITY MAP
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1
EXISTING INTERMEDIATE CONTOUR
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1.
Methods and materials used in the construction of the improvements herein shall conform to the current
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V1.
All work on this project shall conform to the latest editions of the Virginia Department of
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EXISTING INDEX CONTOUR
--- �'�� 330
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County construction standards and specifications and/or current VDOT standards and specifications.
Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion
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and Sediment Control Regulations and any other state, federal, or local regulations
PROPOSED CONTOUR
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2.
Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
applicable. In the event of conflict between an of these standards, specifications or
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EXISTING EDGE OF PAVEMENT
_ __ _ EX �E/PP _ -
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must be provided prior to issuance of the site development permit. The approval of these plans in no way
A P P P PP P Y
plans, the most stringent shall govern.
PROP E/P
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relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion
PROPOSED EDGE OF PAVEMENT
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Control Handbook.
V2.
All construction shall com I wi h fhe latest U.S. De artment of Labor Occ'u ational
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EXISTING CURB AND GUTTER
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3.
A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
Safety &Health Administration and VOSH Rules &Regulations.
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(VDOT) and Frederick County prior to construction in existing State right-of-way.
PROPOSED CURB AND GUTTER
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V3.
When working on VDOT right-of-way, all traffic control, whether permanent or temporary,
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4.
Approval of this Ran does not guarantee issuance of an entrance permit by VDOT when such permit is
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shall be in accordance with the current edition of VDOT's work area protection manual.
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TRANSITION FROM CG 6 TO CG-6R
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required under State law.
Furthermore, all traffic control flaggers must be certified in accordance with VDOT's
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5.
The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C.
EXISTING TELEPHONE LINE
-- - -� -- - - -- -
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with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
PROPOSED TELEPHONE LINE
-- --- ___- _- _- ... _.__. __,_ _ _ ._
_
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(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
V4.
Design features relating to construction or to regulation, control and safety of traffic may
EX. 15" RCP
s' I T E U)
C D `v
res onsible for providing guardrail and awed ditches as determined b this joint inspection." Refer to
P P 9 9 P Y J P
be subject to change as deemed necessary by VDOT.
EXISTING STORM SEWER
-�:_ T - -
`� --
PROP. 15" RCP _
w cn
0
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
V5.
Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT
PROPOSED STORM SEWER
- -�► �
��� is
,��• Al � 4
v_
6.
An approved set of plans and all applicable permits must be available at the construction site. Also, a
land use permits for any work on VDOT right-of-way.
representative of the developer must be available at all times.
EXISTING SANITARY SEWER
--------------- -
(n s N
7.
Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
V6.
If required by the local VDOT Residency Office, a preconstruction conference must be
held by the developer the the
PROPOSED SANITARY SEWER
r
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rJ
Control Devices MUTCD .
( )
arranged and engineer and/or with attendance of
EXISTING ELECTRIC SERVICE
"-- --
�� of
V\
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C
contractor, various County agencies, utility companies and VDOT prior to initiation of work.
8.
All unsuitable material shall be removed from the construction Limits of the roadway before placing
PROPOSED ELECTRIC SERVICE
----P-- --P-
embankment.
V7.
Contractor shall notify the local VDOT Residency Office when work is to begin or cease for
length time. VDOT 48 hours for
<< - -
Z
O
V'
9.
All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less
any undetermined of will also require notice any
EXISTING GAS LINE
-- - -- -
Q
f°
than 10 will require revised pavement section prepared b Greenwa Engineering and approved b the owner.
q P P P Y Y 9 9 PP Y
inspection.
PROPOSED GAS,. LINE
-- --
�a
10.
All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
g
V8.
The Contractor will be responsible for maintaining adequate access to the project from the
70
W
Q
I--
on the plans. and as required at the field inspection.
adjacent public roadway through construction and maintenance of a construction entrance
j P Y 9
PROPERTY LINE
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FtNT
I�YAtr
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11.
All shallbe and to the nearest storm sewer manholes or curb inlet. The shall
in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02.
FLOW LINE
v
LL
I
springs capped piped pipe
Furthermore, access to other properties affected by this project shall be maintained
N
be minimum 6„ diameter and conform to VDOT standard SB-1.
through construction_
FENCELINE
p
12.
Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
EXISTING POWER POLE
US
Z
one litter receptacle shall be provided at the construction site.
V9.
Contractor shall ensure adequate drainage is achieved and maintained on the site during
PROJECT INFORMATION
Q
and at the end of. construction.
EXISTING TELEPHONE POLE
Cw?
13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
enteringpublic streets, and it is the contractors responsibility to clean streets, allay dust, and to take
P P Y Y
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
V10.
All water and sewer lines within existing or proposed VDOT right-of-way, are to have
minimum 36" cover and, when to be installed under drainage facilities.
EXISTING WATERLINE W/ TEE
�^' "' ' T' _ "'
5
W
possible, roadway
PROPOSED WATERLINE W/ TEE
Q
N
condition at all times.
14.
* Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
V11.
An unusual subsurface conditions encountered during the course of construction shall be
Y g
EXISTING FIRE HYDRANT
1-
Q
=,
-
sewer Fines. Information should also be obtained from the appropriate authority concerning permits, cut
immediately brought to the attention of the engineer and VDOT. Work shall cease in that
sheets, and connections to existing lines.
vicinity until an adequate design can be determined by the engineer and approved by VDOT.
EXISTING WATER VALVE
- -W
MAGISTERIAL DISTRICT St,vVN
15.
All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
V12.
All undercut areas and borrow material shall be inspected and approved by VDOT Inspector
PROPOSED WATER METER
(D
PARCEL IDENTIFICATION NO.
644(3))-A
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
prior to placement of fill.
EXISTING REDUCER
-- -
LOT AREA
32.3b2 ACRES
S 9'FE PLIN
16.
The location of existing utilities shown in these plans are taken from existing records. It shall be the
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
V13.
All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall
PROPOSED REDUCER
STOP SIGN
_
DISTURBED AREA
CURRENT ZONING
11,100 �6Q. FT. = 02l AC '� �
h; °-PPROVED
RA �z y
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
6 i n lifts to 95% of theoretical maximum density as determined by
be compactedCURRENT
USE
CEMETERY DAT_�-
utilityverification and the proposed construction.
P P
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
HANDICAP RAMP (CG-12)
DENOTES LOCATION OF STD VDOT
~ =
PROPOSED USE
OFFICE/CEMETERY
CG=12 AND/OR JURISDICTIONAL
IZ.ed5zC:;,. pro-VIDED
17.
The developer will be responsible for any damage to the existing streets and utilities which occurs as a
performed by a qualified independent agency shall be conducted as required in the VDOT
STANDARD RAMP CONSTRUCTION
result of his construction project within or contiguous to the existing right-of-way.
Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to
PARKING INDICATOR
SETBACKS - BUILDING:
FRONT: 60' 45o't PARKING: FROM ROAD R/W: N/A
SIDE: 50' llrn' + FROM PROPERTY LINE: 5'
final VDOT approval.
12
18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
REAR: 50' S1'
must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site
development
V14.
VDOT Standard CD and UD underdrains shall be installed where indicated on these plans
TEST PIT
BUILDING HEIGHT: PROPOSED
15 (MAX. 15 )
19.
permits.
The developer will be responsible for the relocation of any utilities which is required as a result of his
and further where determined necessary by VDOT Inspector.
LOCATION
project. The relocation should be done prior to construction.
V15.
The installation of any entrances and mailboxes within any dedicated street right-of-way
HANDICAP PARKING
H/C
SIGNS: NONE Pfµ'OP06ED
20.
These identify the location of known Gravesites on this will be
shall meet VDOT minimum design standards and is the developers responsibility.
a
>
plans all gravesites. shown plan protected
OUTDOOR LIGHTING: 5UILDING
MOUNTED
in accordance with state law. In the event gravesites are discovered during construction, the owner and
V16.
If required by the Local VDOT Residency Office, copies of all, invoices for materials- within
VEHICLES PER DAY COUNT
100
E-1
engineer must be notified immediately.
Greenway Engineering
any dedicated street right-of-way must be provided to the VDOT Inspector prior to
acceptance of work. Unit and total prices may be obscured.
PROPOSED BUILDING ENTRANCE
OUTDOOR STORAGE: NONE PR''OPOSED
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21.
The contractor is to verify field conditions prior to and during construction and notify
22.
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
Controlled fills shall be compacted to 95% of maximum density as determined by method A per standard
Vl i
Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
markings must be installed b the developer or, at VDOT s discretion, b VDOT on an
g y P Y
EXISTING STREET LIGHT
' ;
DUMPSTER: NONE PROPOSED PARKING CALCULATIONS
REQUIRED OFFICE = 1 $PACE PER 250 60. FT.
Pq
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
account receivable basis.
PROPOSED STREET NAME SIGN
ii
�_ �
T
F.A.R. CALCULATIONS CONFERENCE, RECEPTION d
professional engineer and results submitted to Frederick County prior to pavement construction. If a
PROPOSED SANITARY LATERAL CLEANOUT
REQUIRED 1-0
FAMILY ROOMS = 1 SPACE PER 3 SEATS
W W
geotechnical report has ben prepared., it should supersede the requirements. in this note.
1540 $Q. FT. / 1,�409,688 = 0.0011
>
TRIP CENERA TION DATA
SANITARY MANHOLE INDENTIFIER
12
PROP OFFICE = 518 SQ. FT. = 2 SPACES
O
23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
or than days, to
2 FAMILY ROOMS 3 SEATS EA.
W
blasting at least two (2) working days, but not more ten (10) working prior commencement
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
CLASS
USE
GROyS..FT.
N0. EMPLOYEES
TRIP RATE
VPD
STORM DRAIN STRUCTURE IDENTIFIER
O
RECEPTION ROOM = 5 6EAT5
� W
be to in
CONFERENCE ROOM = 6 SEATS
�
in Frederick County appear below. These numbers shall also used serve an emergency condition.
124
e
-150
oFFIGC-
S .4
154oFT.
II. 5i62•FT.
135
17 TOTAL SEATS = 6 SPACES
�
I'EF'-VPb
EASEMENT LINE
------------- - -
TOTAL SPACES REQUIRED = &
Water/Sewer: Frederick County Sanitation Authority
CENTERLINE
-
ENVIRONMENTAL FEATURES
TOTAL SPACES PROVIDED = 13
P.O. Box 1877
Winchester, VA. 22604
H 62-R
Ha NET I
ASe- 1N
.T1ZAFPIC
oiEp Due To tN
E`N
EXISTING SPOT ELEVATION
12.0
EXISTING
HANDICAP PARKING
(540) 868-1061
Phone: Bell
N vV OF
�E �►!3A
I.GE l !7 O �,„
DONEp
PI EQ -TH E
a..P OF FI�i E W l
1
PROPOSED SPOT ELEVATION
71 +
51
FEATURE ACREAGE
FLOODPLAINS 0
1-25 = I SPACE REQUIRED
HANDICAP VAN ACCESSIBLE SPACE PROVIDED =
1
•�-I
`y
-Atlantic
EXISTING TREE DRIP LINE
LAKES &PONDS 0
P.O. Box 17398
LANDSCAPED AREA REQUIRED
Baltimore, MD 21297
(301) 954-6282
EXISTING TREE
ry r�'i
', �� �
:,��-Y�; 15" OAK �, 15" PINE
WETLANDS >1 AC 0
SINKHOLES 0
PARKING PERIMETER = 1 TREE PER 40'
PARKING PERIMETER = 418' / 40 = 10.5 TREES REQ.
FCSA CONSTRUCTION NOTES
MI UTILITY 1-800-257-7777
S S
NATURAL S.W. 0
Power: Allegheny Power
P.O. Box 1458
PROPOSED TREE
OAK
-
DETENTION AREAS
INTERIOR LANDSCAPING = 1 TREE PER 10 SPACES
13 PARKING SPACES L5 TREE REQ.
1.
Water and sewer lines are to be constructed in accordance with these The Tines
STEEP SLOPES 0
=
Hagerstown, MD 21741
plans.
1-800-654-3317
shall additionally meet all requirements of the Frederick County Sanitation Authority.
>15%
TOTAL TREES REQUIRED = 12
WOODLANDS 0
TOTAL TREES PROPOSED = 14
Gas: Shenandoah Gas Co.
2.
The contractor shall coordinate with, and arrange for inspection by the Authority.
P.O. Box 2400
Winchester, VA 22604
3.
Exact locations of water and sewer services on new lines are to be coordinated with the
SEAL
COTED C�LTL�L�T
C� Y Iti SHEET
(540) 869-1111
Authority's inspector.
_
Project Name:�
4.
Water laterals that cross the street shall be in PVC pipe. The pipe shall be 2-inch
diameter SDR21 or Schedule 40. It shall run 2 feet beyond the near side and far side
� � �� � � � � � � � � I � �
� � ��
sidewalk. •
T
5.
The Sanitation Authority maintenance department is responsible for the installation of
I
Owner: Address, Including Zip Code & Telephone No.
water meters. 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 be set to
f�,
U '''
MARK D. SMITH
12'10 FRONT ROYAL PI Q�
J�N�ET ���®RI�41� INC. IUINGHESTER, VA 226 �
the final grade of the Lot; 3) the distance between the top of the cover and the yoke bar
(540) 66�-2012®
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/conctractr's responsibility to have the meter
box assembly installed correctly.,`
b No.022837
p ( c
�~
�IONAL
Developer: Address, Including Zip Code & TelIephon �'� @`�
303 STREET ROAD-ST �,�
SHEET
INDEX
THE L.OEWEN GROUF TREVOSE PA 19m5
®�
6.
The Sanitation Authority shall install all water and sewer services that connect to existing
(215) 364-,,,m
lines. The Location of the tap and the termination point of the lateral are to be
Engineer Certifying Plan: Address, Including Zip Code & Telephon `'�Z€
coordinated with the Authority's assistant engineer. An applicaton for services must be
.
made and fees paid.
151 WINDY HILL LANE
GREENWAY ENGINEERING WINCHESTER, VA 22602
7.
The Sanitation Authority shall tap all existing water Lines. They will furnish the. materials
SHEET 1 -0P 5
COVER- S1-lEET
(540) 662-4185
for and make the tap. The contractor must make application for and pay the cost of
SHEET 2-.of 5
-i1.TE P
PROFESSIONAL SEAL &SIGNATURE
this work.
-
-At-I
APPROVAL
DATE: 11-7-��7
8.
The contractor shall tie-in anew lineSHEET
to an existing manhole by core drilling the manhole.
3 of
'iAN_ �iEVV P'C.AI�I
THESE PLANS ARE IN CONFORMANCE WITH
COUNTY OF FREDERICK STANDARDS AND
SCALE: As 5(OWr�
9.
A double check valve backflow prevention assemblyis to be installed on an line fire or
y (
SHE1=✓T of s
c7AN. 7eW. P�FI L.ES
ORDINANCES. ANY DEVIATION OR CHANGE
IN THESE PLANS SHALL BE APPROVED BY
` G--� J�1'341�1DESIGNED
BY:
domestic) that goes into a building. The assembly is to meet ASSE Standard No. 1015
THE ZONING ADMINISTRATOR PRIOR TO
N G ADtvtINIS-[ h-ATe�tz PA-t
or 1013. If the assembly is mounted inside a building, a remote readout is required.
SHEET S o.F 5
eiITE LccATIoN PLArI
CONSTRUCTION.
AS/JB
'
SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL
JOB 'NO.
SHEET l OF S
* F.C.S.A. APPROVAL VALID FOR (2) TWO YEARS FROM DATE OF APPROVAL
Erosion and Sediment
Co1frol Standards
1 Permanent or temporary soil stabilization shall be applied to denuded areas within seven days
sfier final grade is reached on spy portion of the she Temporary soil stabilization shall be
applied within seven days to denuded areas that may not be at Mal grade but voll remain
dormant felt Mrtper Men 30 days Permanent alabiMzMwn site* be appliw to areas that are to be
1M dormant for fnors Man one year
2 During construction of the protect sons stockpiles and borrow areas snail be stabilized or
"acted vAMi sediment trapping messirros The applicant is responsible for the temporary
protection acid permanent stabihzatuort of afi sots stockpiles on an* es well as borrow are" and
soil i►MM+lmNy ironspoped from the patsct site
3 A permanent vegetative cover shall be established on denuded areas not otherwise
permanently stabilized Permanent vegetation shall not be considered established until a ground
cover is achieved that is uniform, mature enough to survive and will inhibit erosion
4. Sediment basins and traps, perimeter dikes. sediment barriers and other measures intended to
trap sediment shall be constructed as a first stop in any herd -disturbing activity and SWI be
made functional before upeweep herd disturbance takes place.
S Stabilization measures shall be applied to earthen structures such as dams, dikes and
diversions Mttrnediatey after installation
6.Sediment traps and sediment basins shot be designed and constructed based upon the total
drainage arse to be served by the trap or basin
a The minimum storage capacity of a sediment trap shall be 134 cubic yards per sere of
drainage area and the trap shall only o0mrol drainage are" leas than three acres
b,Surface runoff from disturbed areas that is comprised of how from drainage areas
greater than or equal to three acres shah be contro0ed by a sediment basin The
minimum storage capacity of a sediment basin shall be 134 cubic yams per acre of
drainage area The outfall system shall, at a minimum. maintain the structural Intepmy of
the basin during a twenty-five year storm of 24-hour duration. Runoff coefficients used in
runoff calculations shall correspond to a bare earth condition or those conditions
expected to exist while the sediment basin is utilized
7 Cut and flit copes shall be designed and constructed in a manner that will minimize erosion
Slopes that are found to be eroding excessively within one year of permanent stabiliza(ton shall
be provided with additional slope stabilizing measures unex the problem is corrected
0 Concerdreted runoff shall not flow down curl or fill slopes unless contained within an edepuate
temporary or permanent channel. flume or slope drain structure
9. Whenever water seeps from a slope face. adequate drainage or other protection Shall be
provided
110 Act storm *ewer islets that are media operable during construction shall be protected so that
sedimsnl4aden water cannot enter the Conveyance "am without that being instated or
oNarvrtas treated to remove sediment
11 Before nevAy oorutructed stormwetef conveyance channelK or pipes are made operotrorts
adequate outlet ptotedan and any required temporary or pammanent ohennail ANng shish be
Inslo d In both tat conveyance channel and receiving channel
12 VMen work in a five watercourse is performed, precautions shall be taken to minimize
encroschrnent. control sediment transport and stabilize the work area to the greatest extent
posstble during construction Nonerodible material shall be used for the construction of
causeways and cofferdams Earthen fill may be used for Mesa structures it armored by
nonerodible cover msterlals
13 When a five welerixiLow must be crossed by construction vehicles more then twice in any
six-month period. a temporary vehicular stream crossing constructed of nonerodtbte material
WWI be provided
14 All applicable federal, state and local regulations pertaining to wodung In or crossing live
watercourses shah be mat
15 The bed and banks of a water course shall be stabilized immediately after work in the
watercoufe is completed
10 Underground utility fines shall be Installed in accordance with the following sUndards in
addition to other applicable criteria
a No more Men 500 fear feef of trench may be opened M one time
b. Excavated matsnal shall be placed on the uphAl aids of trenches
c Effluent from dewatering operations shall be flhered or paced through an approved
sediment trapping device, or both, and drscharged in a manner that does not adversely
affect flowing streams or off -slue property
d Material used for backfiiing trenches snail be property compacted in order to minimize
erosion and promote stabilization.
e. Reetab9ltabon shall be accomplished in accordance with these regulations
tApplicable safety regulations shall be compiled with
17 Where construction vehicle access routes Intersect paved or public roads. provisions shall De
made to minimize the transport of sediment by vehicular tracking ono the paved surface Where
sediment Is transported onto a paved or public road surface. the road surface shall be cleaned
thoroughly at the end of each day Sediment shalt be removed from the roads by shoveling of
sweeping end transported to a sediment control drsposel area Street washing shall be allowed
only offer sediment is removed in this manner. This provns,on shill apply to iidtvdus(
development lots as well as to target lend4lsturbing actrvtes
10 All temporary erosion and sediment control measures shall be removed within 30 days after
final Me slablization or after the temporary measures are no "or needed unless otherwise
authorized by the local program authority Trapped sediment and the disturbed soft areas
resulting from the disposition of temporary measures shall be pemharhemly sUDiltzed to prevent
further erosion and sedimerritation.
19 Properties and watetwayrs downstream from development sites shall be protected from
sediment deposdion. WOSM and damage due to increases In volume. veto -Ay and peak flow
rate of stormwater runoff for' the stated frequency storm of 24-flour duration in accordance with
Via fohow tv staricards aid cmeria
a Concentrated stomnwerter runoff leaving a development site shall be discharged
directly into an adequate natural or man-made receiving Channel, pipe or storm sewer
system For those stes where runoff Is discharged into a pipe system, downstream
stabifity analyses at the outfati of the pipe Of pipe system shall be performed
b. Adequacy of all channels and pipes *half be venf ed in the following manner
1) The applicant shall demonstrate that the total drainage area to the point of
analysis within the channel Is one hundred trues greater than the contributing
drainage area of tat project in question. or
2) a) Natural channels shall be analyzed by the use of a two-year storm to
verify that Storrrtwaler WIN not overtop channel banks nor cause eroauon
of channel bed or banks, and
b) All previously constructed man-made channels shall be analyzed by
the we of a ten-year storm to verity that stormwaler will not ovsnop As
banks and by the use of a two-year storm to demonstrate that
stormwater will not cause erosion of channel bed or banks, and
C) Pipes and storm sewer systems shall be analyzed by the use of a ten•
Yost Storm to If" that 11110fRnYater will be Wnit lined wow the pipe or
system
C.It existing natural reserving channels or previously constructed man-made channels of
pipes are pOt adequate. the applicarx shall
1) Improve the channel to a Condition where a ten-year storm will not overtop the
banks and a two-year storm will not cause erosion to the channe: bed or banks.
or
2) Improve the pipe or pipe system to a coclition where the ten-year storm is
contained wMtun the appurtenances. or
3) Develop a site design that #Ali rid cause the pre -development peak runoff rote
font a two-year storm to Increase when runoff outtahs Into a natural channel or
will not cause the prodeveopmerm peak runoff roe from a ten-year storm to
kX102" when runoff putlslls into a man-rtede channel. or
4) Provide a corngnation of channel improvement. stormweler detention or
Other measures watch Is estsfoctory to the plan-approvirg authrity to prevent
downstream erowon
d. The applicant shalt provide evidence of pernuavon to make the Improvements.
e. All hydrologic analyses shot be based on the existing watershed characteristics and
the uhumate dweopment of the sublect project
f If the Spplicant chooses an option that includes stormwoter detention he shall obtain
approval from tat W-AMy of a plan for maintensrice of the detention facilities The plan
she* sat forth the maintenance requirements of the facility and the person responsae
for performtrg the makttertanfe.
9 Outfs* from a detentlon facility shah be discharged to a receiving channel, and energy
dis"Ors Dell be placed at the outhM of all detention fac lAros as necessary to Provide
a stabilized traryAon from the facility to the feceririrg channel
h. All on -cute channels must be verified to be adequate
1. Increased volumes of sleet flows Mat may cause erosion of sedhmsrtanon on od)acent
Property shall be diverted to a stable outlet, adequate channel, pipe or pipe system, or to
a detentbon facility
J In applying these stomhwater runoff criteria, individual Ids or parcels in a residential,
commercial Or MWustrial development shall not be considered to be separate
development protects. Instead, the development, as a wthole shall be considered to be a
single development prop" Hydrologic paramsters that reflect the ultimate WvelopmeM
CodAan shall be used in all engineering caloudstions
k All measures used to protect properties and waterways shall be employed in a manner
which minimizes impacts on the physical, chonwAl and biological integrity of rivers,
streams and other waters of the state
(EROSION AND SEDIMENT CONTROL REGULATIONS VR 025-02-00)
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CONSTRUCTION OF
A SILT FENCE
(WITHOUT WIRE
SUPPORT)
1. SET THE STAKES.
2. EXCAVATE A 4"X 4' TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
6•k►4x
i
i
rue �-
Ice
= lu
3. STAPLE FILTER MATERIAL
4 BACKFILL AND COMPACT
TO STAKES AND EXTEND
IT INTO THE TRENCH.
THE EXCAVATED SOIL.
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
POINTS A SHOULD HE HIGHER THAN POINT B
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
OPROPOSED RED MAPLE (6 EACH)
PO PROPOSED PIN OAK (3 EACH)
PROPOSED WHITE DOGWOOD (5 EACH)
TOTAL PROP05ED TREES = 14 TREES
NOTE: MINIMUM CALIPER OF TREES 15
2ii-211/2" AT TIME OF PLANTING
o'
734, .,._....� •e - .a
734 7m
k 735.00 k _ _.
\ 13522 --
73 k 5.16 k138/
�X) l 13431 (Ex)
134$5 L
ro4-((3))-A
SUNSET 1„IE1 fORIr4L, ING,
ZONED- RA
USE: GEt-IETER' `-
f
f
7`"I I to %/It�rr
oL.III.DItJG L (C-HT
IbETA I L
NOT TO ciG.ALE
NOTES
1, METER BOX A65EM5L`I' TO MEET
F-C.S-A. REQUIREMENTS •
2. OWNERS TO FURNISH AND INSTALL
ALL MATERIALS INCLUDING
WATER METER .
3, OUTS I_IGHTNG SHALL BC —
A F2F2 NGEP To DEFLECT Aw^'(
PPoM AD,JoINING PP-OPEP-TI ES
AND PUP LI -- STP--r_—ET5 .
STo1zMWA-TEFz GALrU l_A7loN`i
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DATE: 11--7 - c_r'7
SCALE: 1 " = 10'
DESIGNED BY: AS/JB
JOB NO,
SHEET 2 OF S
0
METER BOX HARDWARE G"P E
SERVICE
METER
PIPING
METER SIZE
YOKE M
BOX *1
METER BOX COVER
DIA.
DIA.
FORD
NON -TRAFFIC FORD C32
3/4"
5/8" x314" (20 GPM)
Y502
18 in.
TRAFFIC FORD C32H
FORD
FORD NO, 30 MONITOR
1"
518" x3/4' (20 GPM)
YW4
24 in.
COVER W/ RML-12 TOP LID 2
FORD
FORD
FORD NO. 30 MONITOR r
2
1"
314" (30 GPM)
in.
COVER W/ RML-12 TOP LID
1
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FORD
24 in.
FORD NO. 30 MONITOR
2
Y504
COVER W/ RML-12 TOP LID
*1 IN NON -TRAFFIC AREAS - 12" THICK POLYETHELENE PLASTIC
IN TRAFFIC AREAS - REINFORCED CONCRETE WITH 3" THICK WALLS
�2 IN TRAFFIC AREAS - 3/4" x 30" x 30" STEEL PLATE WITH 22' DIA. CENTERED
OPENING AND TAR COATED BOTH SIDES IS TO BE
PLACED BETWEEN LID 8 REINFORCED CONCRETE BOX
-- varies as required
Y
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corporation stop 18'- 21" •f meter 1
3" stone bedding
surrounding box I •{ - -
36" min.:i!1
7 water main 1::7
type K copper tubing continuous
without pints from main to meter
NOTE: Exact location of meter box assembly
to be approved prior to installation.
METER SETTING PARTS
LINE
SIZE
METER
SIZE
YOKE
ANGLE YOKE
BALL VALVE
ANGLE CHECK
VALVE
EXPANSION
WHEEL
14'
518• x 3/4'
Y502
BA94-223W
HHCA94-323TD-G
EC-23
1'
3/4'
Y504
BA94-344W
HHCA94.323TD-G
EC-23
1-
1-
Y5o4
BA94-444W
HHCA94-444TD-G
EC 4
treated 2"x 4" wRh
top 6" painted blue
meter cover
set 2" above
fin, grade prior 18"
to sodding
:.C.S.A. meter box
ti 30" deep
II
angle check valve
ti with drain valve
ke ti I I
�o ti U
a,w. a ..o.,\,,,.a
transition to
miler setting -
as regwred
314* type K ,;opW for J
QLLsngW meter Instaweon >
t' s • Wye
Dual MttW ItaMMotion
5/8", 3/4", & 1" METER INSTALLATION
Figure 5
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MAN NOL.E DETAII—
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SUNSET 1" IE-IORIAL, INC.
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j AND LOCATION OF EXISTING &EWER
STUB PRIOR TO INSTALLATION OF
ANC' SANITAR, I- &EWER.
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NOTE: Where length of service lateral to exceeds 75'
a cleanout assembly shall be furnished at the
property fine.
SEWER CLEANOUT
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STANDARD
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PAfZK OF F12EDEt21GK GOUN"rY
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12EVISED, NoV. Z`F, 1��7
GREENWAY ENGINEERING
151 Windy I fill I.uie
WIIIC11CS(l'r, Vifgiuia 22002
Telephone 540-662-4185 SHEET S OF
I ounded m 1 ),'I FAX 540-722-9528
SGAI-E IN FEET
LEGEND
' VICINITY MAP
z
J
EXISTING INTERMEDIATE CONTOUR
-- '-- -- ----- _� � 33
SCALE 1
1.
Methods and materials used in the construction of the improvements herein shall conform to the current
V1.
project
All work on this shall conform to the latest editions of the Virginia Department of
EXISTING INDEX CONTOUR
330
•
--�_
Count construction standards and specifications and/or current VDOT standards and specifications.
y
Transportation VDOT Road and Bridge Specifications,
p ecificat.ons and Standards, The Virginia Erosion
a
� �-'
N
l 00
and Sediment Control Re uhations,-and a`riother state, federal, or local re ulations
9 Y g
PROPOSED CONTOUR
---• 40--:------------------------
t
�
C: .2
�
cNo ,
c°
2.
'Measures to control erosion and siltation. includin` detention onds servin as silt basins Burin construction,
g p g g
� .
applicable. In the event of conflict between any of these standards, specifications or
EX P
° .
must be provided prior to issuance of the site development permit. The approval of these plans in no way
P ions, the most stringent shall govern.
EXISTING° EDGE OF PAVEMENT
-E/----
PROP E/P
>
� N
relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion
'PROPOSED EDGE. OF PAVEMENT
�
� N
Control Handbook. y
V2.
All construction shall comply with the latest U.S. Department of Labor Occupational
EXISTING CURB. AND GUTTER
�-._...--_. ___ __ __ _._ .__ __..• ..�..�_. �...�_.._. _
�, AR
�,Q
-� �
0
3.
A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
Safety &Health Administration and VOSH Rules. &Regulations.
PROP CSiG
U oR�
•-
�
o
(VDOT) and Frederick County prior to construction in existing State right-of-way.
V3.
When VDOT traffic
PROPOSED CURB -AND' GUTTER
co
' �•�
� _c
�
a
aix
4.
•
Approval of this Ian does not guarantee issuance of an entrance permit b VDOT when such permit is
P Y
working on right-of-way, all control, whether permanent or temporary,
• •
_
ECG 6 CG-6R�
� F-
� •�
u,
� � i-
work areaprotection
TRANSITION FROM. CG-6 TO CG-6R
_
-- ---- -- --- --- --- --� -- --- -- _ �-- -- --.
k �
required under State law.
• • �
Furthermore, all traffic controheflaggerst mustedition
beocertDifOied m wtthVDOT smanual.
-
N. J
5.
»
The exact location of all guard rails will be determined by VDOT personnel. A Joint inspection will. be held
• • .
January, 1994 (or latest edition of) Road 8e Bridge Specifications, Section 104.04-C.
EXISTING TELEPHONE LINE
� to. N
� � .�
with the Developer, Count Representatives, and Representatives of the Virginia Department of Transportation
Y
PROPOSED TELEPHONE LINE
-----'---'----•'_r-----_-. _�.�._.._ ,_,��-.�-___��_.__._..v.:..
� 0
� � • _0
•v,
to determine if and where guard rail and
V4.
Design features relating to construction or to regulation, control and safety of traffic rna,y
Q-
L 0(VDOT)
LO
00
GENERAL NO TES V11OT GENERAL NOTES
*V /of paved ditches will be needed. The developer will be EX. 1'5
OFFICE/CEMETERY
(5qw
40) 667-20
SP
Lin
�O�-
- made and fees paid. 151 WINDY
Ze -, 1: /�/" 0� �
Erosior and Sediment
Control Standards
1 Permanent or temporary soil stabilization shall be applied to denuded areas within seven days
after final grade is reached on any portion of the We Temporary Boll stabilization shall be
applied within seven days to denuded areas that may not be at final grade but will remain
domum for longer than 30 days. Permanent stabigxabon atoll be applied to areas that are to be
left dormant for more then one year
2. DLWq oeaeMuctmon of the protect. soe stockpiles wild borrow araas shell be stabilized or
polabte0 win sedurient trapping nwsewas. The applicant is raapmltlbM for the temporary
pielepub rt and pennorwit aide tewea of al sou alodtpiles an Of M wit ore borrow are" and
we wMwiltionaft transported Man 1M dyed one.
3 A permanent vepatairve oetrsr &W be established on denuded erees not otherwise
permanently stabilized ParltrMM art "Icih shall not be aertldeed epebMelwd until a ground
cover Is ecNeved Mat Is unMorrth, IN"@ enough to survive and will In! erosion
4. Sediment haeMte and traps, perimeter dikessediment banters and other measures intended to
M" A - @W to ownittttoW M a first step in any land -disturbing activity and shall be
atMN Pit c' Me1are upeinep Mind disturbance takes place.
S SlabilizWele measures shall be applied to earthen structures such d dams, dikes and
diversions YOlaediately alter irutallabon.
6.Sedrment traps and sediment basins SW be dosgned and constructed based upon the total
drainage area to be served by the trap or basin
a The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of
drainage area and the trap shall only oonlrol drainage areas less then three acres
b.Surfoce runoff from disturbed areas that is comprised of flow from drainage areas
greater than or equal to three acres shelf be controlled by a sediment basin The
minimum storage capacity of a sediment basin shel be 134 cubic yards per acre of
drainage area The octfall system shall. W a minimum, maintain the structural integrity of
the basin during a twenty-five year dorm of 24-hour duration Runoff coeNlcienls used in
runoff calculations shall correspond to a Dare earth condition or those conditions
expected to exist while the sediment basin is utilized.
7 C40 and fill slopes shall De designed and constructed in a manner that will minimize erosion
Slopes that are found to be eroding excenrvely within one year of permanent stabilization shall
be provided with additional slope stabilizing measures until the problem is corrected.
e Conccentrated runoff shall not now down curt or fill slopes unless contained within an adequate
temporary or permanent channel, flume or slope drain structure
e. Whenever water seeps from a slope face, adequate drainage or other protection shall be
provided
10. AN dorm eswar waels Sot we made dperade dump oonwntdbn shall be protected ao that
etMl111111 esfl waver 6110W SOW tow oonveyanoe sytlleM l4holit fMIM being (llleed or
itwMwlel►ttl�Mee to neeetre tteewaele.
111 1 Ill tletM)r tiNee iMMOasaMr OetMapalw dlMtllels or peas am made operations
SOMAs OoWpfto 1 IW tMry MmM olp-w>I el patl wwd c harmer warp Nall ba
M1Mebd M tow cur eMlyettw aeeaael W no" 01INWM.
12. When walk In betwelsleounw is pt1lefsted, precautions shall be taken to minimize
alleloadxae111, eelif Ndholint transport antistabilue the work area to the greatest extent
peeetDb O�tt0en. Nonerodide rmsieMl tA1aa be deed for the construction of
aett MNAil4M111at w. Earthen fill may be mW brfMt1M'Mrudures if armored by
natetldlbte cove mstews
13 When a live wwwrcauee must be open" top aonebuaran va1MtlMe tyre Mae *ADS in any
six-month period a temporary viddilidel WOM weMlwtM o"We tad of MttaPerb Material
sell be provided
14 All applicable federal, state and local regulations pertaining to waking In or crosstrg live
watercourses shelf be mat
15 The bed and banks of a water course shall be stabil¢ed immediately after work in the
watercourse is completed
to Underground utility Imes shall be Installed in accordance with the following standards in
addition to other applicable criteria
a No more than SW linear teal of trench may be opened at one time
b. Excavated material Nall be ptaoed on the uphill aide of trenches
c. Effluent from dowatering operations shall be fiwered or passed through an approved
sediment trapping device, or both, and discharged in a mariner that does not adversely
effect flowing stroams or off -site property
d Material used for badcfilling trenches shall be property compacted in order to minimize
erosion and promote stabilization
e. Restabiwration shall be accomplished in accordance with these regulations
fApplioable safety regulations Nail be compiled with
17.:AWe OWNWwWon vehicle access routes intersect paved or public roads, provisions shall be
111e111010 OtitlMlree to YaMport of sediment by vehicular tracking onto the paved surface Were
esWM Mi YMMp01tM Onto a paved or pudic road surface. the road surface Mail be cleaned
at the ere of each day Sediment shall be removed from the roads by shoveling or
and transported to a sediment control disposal area Street washing shall be allowed
slip iMereslMrllM'IS reaaved In this manner. This provision Nid all apply to Indivual
devstepnrtMe kilt ag win as to larger Ionddislurbing activities
te.Ae leMpo(ary erosion and sediment control measures shall be removed within 30 days after
firth ante Mandl aliMt or air *a Yrnpotary measures are no brger needed unless otherwise
authofitse by tote M M ptepwa rltlMtettla. Trapped sediment and the disturbed soil areas
rasuNllt NM Ma 40101ob 41 to pm--1 edam as OM be Permanently, stabilized to prevent
turthel' am" tole eeNt0afeeMon.
ter. PropellinOdWO VnpMtalMleam from development Ines shall be protected from
serat111M d@PoW t, iee11M sae A gel due to' in volume, velocity and peak flow
tale 0 800mofter NOW of MM Mine j Mpuen y dom M 24-fau O"xin in accordance with
ale MlgoaAllg MMee1ililli sae arena:
e. Gptoelpelse lMafwllMeler PAW t*Vft a development sne Mall be discharged
directly wMa On OdDQUift tleltael err MetMnede receiving channel. pipe or storm sewer
system For those $ tee whore AW Is discharged into a pipe system, downstream
stability analyses at the outhM of Ito pipe or pipe system shall be performed
b. Adequacy of all Channels and ppOS shall be ventlW in the following manner
1) The applicant shall demonstrate that the total drainage area to the point of
analyse wtthln tin channel Is one hundred tinnes greater than the oomrtbrtirg
drainage area of the protect in question or
2) a) Natural channels shall be analyzed by the use of a two-year storm to
verify that storrtlwater will not overtop channel banks nor cause Grown
Of channel bed or banks, and
b) All previously constructed man-made channels shall be analyzed by
the use of a ten -yea( Storm to verify that stormwater will not overtop Ns
banks and by the use of a two-year storm to demonstrate that
stormwater coif not cause erosion of channel bad or banks, and
C) Pipes and storm sower systems shall be analyzed by the use of a ten.
Year storm to verify Mal sto mweter will be oonasined within the pipe or
system
c d existing natural receiving channels or previously ooristrucl d man -merle channels or
pipes are not adequate, the appscen Nail
1) Improve the channel to a Condition where a lei -year storm will not Overtop the
banks and a two-year storm wiv not cause erosion to the channe: bed or banks
Or
2) Improve the pipe or pipe system to a condition where the ten-year storm is
contained within tin appurtenances. or
3) Develop a site design that will not cause the pre-developrnent peak runoff rate
rom a two-year storm to naesse when runoff outfalis into a natural channel or
will not cause the pre -development peek runoff role from a ton -year storm to
aicnasse when runoff ouffalls into a man-made channel, or
4) Provide a combination of channel improvement. Vormwaier detention or
other measures which is satisfactory to the plareapproving authonty to prevent
downstream erosion
d The appticant shall provide evidence of permission to make the improvements
s AN hydrologic analyses shal' to based on the existing watoished ChareclenstiCS and
tin uNirats development of the subject protect
f If tie applicant chooses an option that IncluOOS stormwater detention he shall obtain
ppoval from the W-AMy of a plan for maintenance of the detention fatalities The plan
Nall oral forth the rtuufAOmnce raquinDmilltts of the factiny and the per
son responsible
for performing tin als"orampa.
g 0080 from a dNafit" facility saw be discharged to a receiving channel, and energy
44$'Wers elheN be placed at tin outlall of of detenton fevitws as neoeseary to provide
a stabilized trarglMon from on tactility to the nacahn% channel
h. All on -site channels must be verified to be adequate
I Increased volumes of sheet flows that may cause erosion or sedimentation on adtaoem
Property shall be diverted to a stable outlet, adequate flannel, pipe or pipe system, or t0
e datention faalrty
I In applying these slormwMef mnoff cruens. inMvaual lots of parcels in a reddentlel.
OOnYwatCiel or inlditeYW Ahrs11pt0s1 a 00 not be considead to to asparste
Oevelepwtent pro�asy IIIrMll M deeeleperwnt, as a wMelft, Nhae he considered to be a
WOM ew.ap aril /Mt WL t+y6whi c pereaae- Mel "1111sce No tAMnate o.w.idpit«it
btatdifto win be OW N 0 &Vfteaag editMlieaa.
it AN measures used to platen properties and welenowo shall be employed in a manner
which rtWarfatN "Plidisan tlw physical, cheraul erg biological Integrity of rivers,
stre ffa W WW ta01Me of the state
(EROSION AND SEDIIIIENT CONTROL REGULATIONS VR 62b02-00)
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CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
1. SET THE STAKES. 2. EXCAVATE A 4'X 4' TRENCH
UPSLOPE ALONG THE UNE Of
STAKES.
s•itAx
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3. STAPLE FILTER MATERIAL
TO STARS AND EXTEND
IT INTO THE TRENCH.
4 BACXFiLL AND COMPACT
THE EXCAVATED SOIL
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINACEWAY INSTALLATION
(FRONT ELEVATION)
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OPROPOSED RED MAPLE (6 EACH)
PO PROP05ED PIN OAK (3 EACH)
OPROPOSED WHITE DOGWOOD (5 EACH)
TOTAL PROPOSED TREES = 14 TREES
NOTE: MINIMUM CALIPER OF TREES 15
2"-211/2" AT TIME OF PLANTING
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NOTES
1. METER BOX 455EMSLY TO MEET
F.C.S.A. REQUIREMENTS •
2. OWNER& TO FURNISH AND INSTALL
ALL MATERIALS INCLUDING
WATER METER .
3, rUTtx�R SIGH -Ft NG SHALL BE
APR WGEP Tfl DEFt✓EGT AwA'(
FROM ADJOINING PP-OPEP-TI Es
AND PUP L-I G STP-C-ET5 .
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DESIGNED BY: AS/JB
JOB NO,
SHEET 2 OF 1�;
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METER BOX HARDWARE G hA D E
SERVICE
METER
PIPING
METER SIZE
YOKE #1
BOX '1
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NON -TRAFFIC FORD C32
3/4"
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*1 IN NON -TRAFFIC AREAS - 1/2" THICK POLYETHELENE PLASTIC
IN TRAFFIC AREAS - REINFORCED CONCRETE WITH 3" THICK WALLS
'2 IN TRAFFIC AREAS - 3/4" x 30" x 30" STEEL PLATE WITH 22" DIA. CENTERED
OPENING AND TAR COATED BOTH SIDES IS TO BE
PLACED BETWEEN LID & REINFORCED CONCRETE BOX
No cries as required ��u -►{
.f
18% 21" 'f meter 1
corporatan stop 3" stone bedding I •r _
surrounding box •{-
36" min. •'�i
water main
type K copper tubing continuous
without pints from main to meter
NOTE: Exact location of meter box assembly
to be approved prior to installation.
METER SETTING PARTS
LINE
SIZE
METER
SIZE
YOKE
ANGLE YOKE
BALL VALVE
ANGLE CHECK
VALVE
EXPANSION
WHEEL
3/4'
5/8' x 3/4"
Y502
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HHCA94-323TD-G
EC-23
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BA94-344W
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EC-23
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V
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I BA94-444W
I HHCA94-444TD-G
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treated 2"x 4" with
top 6" painted blue
meter cover
set 2" above
fin. grade prior tg-
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ti
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30" deep
II
angle check valve
with drain valve
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3/4' type K copper for
Single muter inSf8Mum
1' ■ ' M'Y•
Dual Ustor Wab Mtlon
5/8", 3/4", & 1" METER INSTALLATION
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6" stone bedding
square concrete skid pad
20"x 20"x 12" deep
aggregate base
( depth 3" )
NOTE : Where length of service lateral to exceeds 75'
a cleanout assembly shall be furnished at the
property line.
SEWER CLEANOUT
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FV-eE7EF21GK GOI-IN-f`(, VIFZGINIA
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GREENWAY ENGINEERING
I � I WinJy 1 lill I.tne
Winchester, Virginia 22002
Telephone 540-662-4185
Founded in 1971 FAX 540-722-9528 SHEET of 5