HomeMy WebLinkAbout63-04 Westminster Canterbury Service Rd. & Revised Parking - Gainesboro - Backfile (2)GENERAL NOTES
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 by VDOT when such permit is
required under State law.
5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be
held with the Developer, County Representatives, and Representatives of the Virginia Department of
Transportation (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The
developer will be responsible for providing guardrail and paved ditches as determined by this joint
inspection." Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a
representative of the developer must be available at all times.
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform
Traffic Control Devices (MUTCD).
8. All unsuitable material shall be removed from the construction limits of the roadway before placing
embankment.
9. All pavement sections on the approved plans are 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 and prior to placement.
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits
indicated on the plans and as required at the field inspection.
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe
shall be minimum 6" diameter and conform to VDOT standard SB-1.
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less
than one litter receptacle shall be provided at the construction site.
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment
prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to
take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust
free condition at all times.
14. Notification shall be given to the appropriate utility company prior to construction of water and/or
sanitary sewer lines. Information should also be obtained from the appropriate authority concerning
permits, cut sheets, and connections to existing lines.
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the
current standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as
needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his
existing utility verification and the proposed construction.
17. The developer will be responsible for any damage to the existing streets and utilities which occur: as a
result of his construction project within or contiguous to the existing right -oaf -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.
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
project. The relocation should be done prior to construction.
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be
protected in accordance with state law. In the event gravesites are discovered during construction, the
owner and engineer must be notified immediately.
21. The contractor is to verify field conditions prior to and during construction and notify Greenway
Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the
approved plan.
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per
standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
professional engineer and results submitted to Frederick County prior to pavement construction. If a
geotechnical report has 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
excavatingor blasting at least two 2 g e ()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.
FCSA CONSTRUCTION NOTES
1. The Authority's Water and Sewer Standards and Specifications are available at www.fesa-water.com
2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval.
3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority
requirements.
4. The contractor shall coordinate with, and arrange for inspection by, the Authority.
5. When an existing water main is tapped for the installation of a new line:
a) The Authority shall furnish all labor and material.
b) The developer/contractor must:
1. make application and pay deposit
2. mark the tap location.
6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole.
7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's
Inspector.
8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It
is the developer's/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 to be between 18 and 21 inches.
d) All components of the meter box assembly shall be in proper working order.
9. 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.
b) An Application for Service must be made and fees paid before work will begin.
c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services.
d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the
property line. The contractor shall furnish and install the meter vault assembly. The Authority will install
the meter.
e) The Authority will install all sewer laterals.
10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as
required). The assembly must meet ASSE standard No. 1015 or 1013.
11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector
double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio
read remotes are required.
VDOT CENERAL 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.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health
Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) 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. Furthermore, all traffic control
flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications.
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 utility facilities or items that may be in conflict
with the proposed construction activity. VDOT 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. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use
permits for any work within VDOT right-of-way.
V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held
by the engineer and/or developer with the attendance of the contractor, various County agencies, utility
companies and VDOT prior to initiation of work.
V8. The contractor shall notify the local VDOT Residency 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.
V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent
public roadway via a construction entrance that is constructed and maintained in accordance with Section
3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected
by this project shall be maintained through construction. The Developer shall have, within the limits of the
project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion
and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous
basis for proper installation and operation. Deficiencies shall be promptly rectified.
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 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 clearly identified and labeled as belonging to a p oject
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 six (6) inch 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, density tests shall be performed by a qualified independent agency in accordance with 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. 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 VDOT acceptance of any streets, all required street signage and/or pavement markings shall be
installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the
Manual On Uniform Traffic Control Devices.
V18. The developer shall provide the VDOT Residency 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 Residency Office prior to acceptance of the work. Unit and total prices
may be obscured.
V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader.
Density will be determined using the density control 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.
V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge
Specifications. Density shall be determined using the density control strip as specified in Section 315 and
VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be
submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the
opportunity to be present during the construction and testing of the control strip.
V21. 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.
V22. Approval of these plans shall expire three (3) years from the date of the approval letter.
V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified
by VDOT.
V24. 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.
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 MISS UTILITY (540) 869-1111
Electric: Allegheny Power 1-800-552-7001 phone: VERIZON
P.O. Box 1458 P.O. Box 17398
Hagerstown, MD 21741 Baltimore, MD 21297
1-800-654-3317 (301) 954-6282
FIRE MARSHAL'S NOTE
Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed by
field inspection at the direction of the Fire Marshall's Office.
HANDICAPPED PARKINC NOTE
Handicapped parking spaces and aisles shall slope no greater than 2% in all directions.
EXISTING INTERMEDIATE CONTOUR _ - - -- _ 33'' _ 1
EXISTING INDEX CONTOUR - - 330
PROPOSED CONTOUR 40
EXISTING EDGE OF PAVEMENT EX E/P
PROPOSED EDGE OF PAVEMENT PROP E/P
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
EXISTING TELEPHONE LINE
EX 646
PROP C&G
PROPOSED TELEPHONE LINE
T
T
EX. 15" RCP
EXISTING STORM SEWER
PROP. 15" RCP
PROPOSED STORM SEWER
EXISTING SANITARY SEWER
S
PROPOSED SANITARY SEWER
S
S
EXISTING ELECTRIC SERVICE
E
PROPOSED ELECTRIC SERVICE
E
E
EXISTING GAS LINE
G
PROPOSED GAS LINE
G
G
PROPERTY LINE
FLOW LINE
... - ... -�
FENCELINE
EXISTING POWER POLE
EXISTING TELEPHONE POLE
EXISTING WATERLINE W/ TEE
' T'
PROPOSED WATERLINE W/ TEE
v
w. 13:1®-W-
EXISTING FIRE HYDRANT
DC�J
EXISTING WATER VALVE
�+
w
PROPOSED WATER METER
m
EXISTING REDUCER
W
v
PROPOSED REDUCER
1> W
TRAFFIC SIGN
HANDICAP RAMP (CG-12)
�DENOTES LO�C�A�TION OFF STD VDOT
STANDAIgDRAMP
PARKING INDICATOR
12
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
HANDICAP PARKING
VEHICLES PER DAY COUNT
100
PROPOSED BUILDING ENTRANCE
EXISTING STREET LIGHT
SANITARY MANHOLE IDENTIFIER
12
STORM DRAIN STRUCTURE IDENTIFIER
O
EASEMENT LINE
CENTERLINE -
EXISTING SPOT ELEVATION X 12.0
PROPOSED SPOT ELEVATION 115 3
EXISTING TREE LINE
EXISTING TREE tr�*O1 15" OAK 15" PINE
PROPOSED TREE 15" OAK 15" PINE
OWNERS CERTIFICATE
I HEREBY CERTIFY THAT THE PROPOSED DEVELOPMENT OF THE
PROPERTY CONTAINED IN THIS SITE PLAN IS WITH THE FREE
CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE
UNDERSIGNED OWNERS, PROPRIETORS OR TRUSTEES.
DATE
SHEET INDEX
1.) COVER SHEET
2.) OVERALL SITE PLAN
3.) SERVICE ROAD & PARKING PLAN
4.) PARKING LOT PLAN
5.) NORTH PARKING LOT ADDITION PLAN
6.) PROFILE SHEET
7.) E & S CONTROL PLAN
8.) DETAIL SHEET
LANDSCAPING SCREENING PLAN BY
LANDSCAPE ARCHITECT ATTACHED
VICINITY MAP
SCALE 1"= 2000'
ROUTE 31
BIlWY81DE �' \\\\
p-� I1 SiMINSTER
c ayTEReuRr�VE
SITE
PROJECT INFORMATION
SITE LOCATION
300 WESTMINSTER CANTERBURY DR.
WINCHESTER, VIRGINIA
FREDERICK COUNTY CITY OF WINCHESTER
PARCEL IDENTIFICATION NO.
53-((A))-63A 131-((1))-1
LOT AREA
: 48.2747 AC. 16.8370 AC.
DISTURBED AREA
: 58,004 SF. / 1.33 AC. 6,372 SF./ 0.15 AC.
CURRENT ZONING
RP (RESIDENTIAL PERFORMANCE)
CURRENT USE
RESIDENTIAL & ASSISTED LIVING FACILITY
PROPOSED USE
: RESIDENTIAL & ASSISTED LIVING FACILITY
SIGNS: NONE PROPOSED. ANY FUTURE SIGNAGE MUST CONFORM
WITH THE STANDARDS OF SECTION 165-30 OF
THE FREDERICK COUNTY ZONING ORDINANCE.
OUTDOOR LIGHTING: ROAD AND PARKING LOT LIGHTING IS TO BE PROVIDED USING
THE SAME LIGHT STANDARDS AND PATTERNS ESTABLISHED IN THE
EXISTING PARKING LOT. ALL LIGHTS SHALL BE SHIELDED TO
PREVENT ILLUMINATION OF ADJACENT PROPERTIES.
OPEN SPACE:
PROPOSED OPEN SPACE=37.55 AC.=77.8%
LANDSCAPING CALCULATIONS
SERVICE ROAD AND REVISED PARKING
REQUIRED:
PERIMETER - 1 TREE PER 2,000 SF. OF IMPERVIOUS AREA
INTERIOR - 1 TREE PER 10 SPACES
PROPOSED
IMPERVIOUS AREA: 24,312 SF. / 2000=12 TREES
INTERIOR: 46 SPACES / 10=5 TREES
TOTAL TREES REQUIRED: 17
TREES PROVIDED: 17
NORTH PARKING LOT ADDITION
PROPOSED
IMPERVIOUS AREA: 12,710 SF. / 2000=7 TREES
INTERIOR,: 33 SPACES / 10=4 TREES
'_OTAL TREES REQUIRED: 11
T'';EES PROVIDED: 11
HANDICAP PARKING
26-50 = 2 SPACES REQUIRED
2 SPACES PROVIDED
ypr99;SE z n��
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ENVIRONMENTAL FEATURES
EXISTING
PROPOSED
PERCENT
FEATURE
ACREAGE
DISTURBED ACREAGE
DISTURBED
FLOOD.PLAINS
0
0
0
LAKES & PONDS
0
0
0
WETLANDS OVER
1 AC. 0
0
0
NATURAL S.W.
0
0
0
DETENTION AREAS
WOODLANDS
31.7 AC.
0.46 AC.
1.45 %
STEEP SLOPES
5.7 AC.
0
0
OVER 50%
PREVIOUS
PARKING LOT
APPROVED PLAN
#21 -01
THESE PLANS ARE IN
CONFORMANCE WITH FREDERICK
COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION
OR CHANGE IN THESE
PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR
TO CONSTRUCTION
COVER SHEET
Project Name:
WESTMINS"9.11 ER CANTERBURY
Owner: Address, Including Zip Code & Telephone No.
300 WESTMINSTER CANTERBURY DR.
WESTMINSTER CANTERBURY OF WINCHESTER, INC. WINCHESTER, VA 22601
(540) 665-0156
Developer: Address, Including Zip Code & Telephone No.
SAME AS ABOVE
Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
151 WINDY HILL LANE
GREENWAY ENGINEERING WINCHESTER, VA 22602
(540) 662-4185
APPROVAL
(AS TO SITE PLAN ELEMENTS IN FREDERICK COUNTY)
CITY
DIRECTOR -OF', PLANNING
FREDERICK COUNTY ZONING ADMINISTRATOR
* SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT. APPROVAL
* SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL
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DATE: 8/17/04 I
SCALE: N/A
DESIGNED BY: AS
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WINIFRED W.
HACK ET Al -
ZONED: RP
USE: RES.
D5. 180 PG. 103
05. 253 FG. 533
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131-6-E-9
PAUL A. LAMBERT
ZONED: LR
USE: RES.
INST. OLR-03-3061
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132-01-4 i
ZONED: LR
USE: UNDEVELOPED
GERALD F. SMITH xONED= LR
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132-01-4
ZONED: LR
USE: UNDEVELOPED
GERALD F. SMITH
MST. OLR-02-4131
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NUMBER
DELTA
RADIUS
ARC
TAN
CHORD BEARING
CHORID
CI
41'24'33"
40.00'
28.91'
15.12'
N 45'12'10" E
2828'
C2
221'24'1l"
4020'
15451'
105BY
N 44'41'42" W
14B3'
C3
11,11,01"
50.00'
61.44'
39.98'
IN 52-42-21" E
62.45'
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NORTH PARKING
ADDITION
5HEET 5
53-A-63A
WESTMINSTER CANTERBURY OF
WINCHESTER, INC.
ZONED: RP
USE: RES. ! ASSISTED LIVING
05, 905 PG. Im18
6.W11. PONp
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100' PERIMETER SING FAMILY SEPARATION BUFFER t B.R.L.
L12
53-A-63
GERALD F. SMITH
ZONED: RP
USE: RES.
05.151 PG. 969
NUMIBER
DIRECTION
DISTANCE
LI
S 15'56'31" E
210.00'
L2
N 16'33'18" E
312.91'
L3
S 60'26'19" E
21220'
L4
N 29'33'41" E
150.00'
L5
S 60'2619" E
400.00'
L6
N 29'33'41" E
15.00'
Ll
S 59'36'20" E
225.00'
LS
S 29'04'59" W
10426'
L9
S 11'14'41" E
514.43'
L10
IN 46'24'26" E
15150'
1-11
S 49'01'34" E
22250'
L12
S 44'36'25" W
1231.56'
L13
N 46'02'04" W
3239'
L14
S 40'40'IS" W
194.42'
L15
S 35'32'20" W
140.81'
1-16
16 33'05'41" W
223.11'
LIl
S 04'31'25" W
13289'
1-18
N 52'22'09" W
35631'
1-19
N 44'51'01" W
Ibibl'
L20
S 81'23'50" W
13925'
L21
N 14'44'44" W
3834'
L22
N 19'5252" W
25.00'
L23
N 19'52'10" W
12859'
L24
N 21'13'12" W
12932'
L25
IN 18*43'51" W
9255'
1-2(o
N 20'21'31" W
120.00'
L21
N 15'36'22" W
50.04'
L28
N 09'42'20" W
9.98'
L29
N 09'36108" W
55.10,
L30
N 11,30,30" W
13359'
L31
N 14'12'21" W
10531,
L32
N 24'29'53" E
21.96'
L33
N 14'12'21" W
94.56'
L34
N 04'40'51" W
165.99,
L35
N 04'I6'11" W
241.61'
L36
5 18'41'30" E
30834'
L3l
N 01'20'55" E
485.18'
Vol
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SOVERIGN HOMES
ZONED= 52
y USE: COMM.
INST. 092-16612
/--- 53-A-hl
RUSSELL O t
ANN 5. HIETT
ZONED: R
USE: RES..
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53-A-61A
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DESIGNED BY: AS
FILE NO. 2039
SHEET 2 OF 8
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CO
EX. WOODS y3RUSH CA'° 53032-54A,545 -
1 TUCOOR SQUARE
F-C.S.A. d CITY—
( III-3ANTH OF WINCHESTER\ - I / // / \ / / _ - - - - - -- -- - - - SONAREA
POTA ANTI -ION METER VAULT � I / / // / / / / - - � \ _ - - - � ` -- --_. I
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USE: RES. VAULT / / r
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\ �'ARKING REAS '
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2" 5M-12.5A
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7
3" WATER
SERVICE LINE
WAPPACOMO
HALL
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ATE
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30 15 0 30 60
SCALE: I" = 30'
NOTES:
I. PRIOR TO COMMENCINCz SITE WORG, A LAND DISTURBANCE PERMIT SHALL BE 05TAINED FROM THE FREDERIC< COUNTY PUI:3LIC WORG5 DEPARTMENT BY THE
CONTRACTOR.
2. THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING ON -SITE DUST CONTROL IN ACCORDANCE WITH STANDARD 3.39 OF THE VIRGINIA EROSION AND SEDIMENT
CONTROL HANDF OOK (VESCH).
3. ALL PROPOSED UTILITIES SHALL BE LOCATED UNDERGROUND.
4. ALL OUTDOOR LIGHTING SHALL BE SHIELDED TO PREVENT ANY ILLUMINATION OF ADJACENT PROPERTIES.
5. PER CHAPTER 11 OF BOCA, CONTRACTOR SHALL APPLY FOR SPECIAL INSPECTION OF FILL 4RE,45.
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MARK D, SMITH v
No,022837
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DATE: 8/17/04
SCALE: 1" = 30'
DESIGNED BY: AS
FILE NO. 2039
SHEET 3 OF 8
MH-1
HALF PLAN VIEW
ice:.....
f
-HALF SECTION A -A
-
.1�-_-(WITH FRAME AND COVER REMOVED)
■
BRICK CONCRETE
SHEET 1 OF 5
Concrete
Footina
Diameter 4'-8*+(l x Wall Thickness)
SECTION B-B
BRICK CONCRETE
OR
CONCRETE BLOCK
NOTES:
1. QUNTTIIES SHOWN ARE FOR MANHOLE
WITHOUT PIPES. THE AMOUNT DISPLACED
BY PIPES MUST BE DEDUCTED TO
OBTAIN TRUE QUANTITIES.
2. A BASE THICKNESS OF 9' WAS USED IN
COMPUTING CONCRETE QUANTITIES.
3. INCREMENTS TO BE ADDED FOR EACH
ADDITIONAL FOOT OF DEPTH.
4. MATERIALS MAY BE BRICK, CONCRETE OR
APPROVED CONCRETE MANHOLE BLOCK.
5. IF BLACKS ARE USED TO MINIMUM
THICKNESS OF SAAE IS TO BE 5".
OTHER THICKNESSES ARE TO CONFORM
TO WALL THICKNESSES SHOWN FOR
CONCRETE
6. ALL CONCRETE TO BE CLASS A3.
7. WHEN SPECIFIED ON PLANS THE
INVERT IS TO BE SWIPED IN
ACCORDANCE WITH STANDARD IS-1.
MANHOLE FOR 12"-48"PIPE CULVERTS SPECIFICATION
R(}ER(NCE
VIRGINIA DEPARTMENT
of 302
TRANSPORTATION
TABLE
OF QUANTITIES
DEPTHMANHOLE
BRICK MANHOLE
CONCRETE
BRICK
CONCRETE
CONCRETE
FEET
THOUSANDS
cu. YDS.
Cu. YOS.
4
0.5
0,785
1.437
5
0.7
0,785
1.699
6
0.9
0.785
1 1.961
7
1.0
0,785
8
1.2
0,785
2.485
9
1.4
0,785
2.747
10
1.6
0,785
3.009
11
1-9
970
55
12
2.2
0.970
3.817
13
2.5
0.970
4.179
14
2.8
0.970
4.541
15
3.1
0.970
4.903
16
3.4
0.970
5.265
03
INCREMENTS
0.45
-
0.562
DI-1
h SECT ON STEEL SECTIO CAST IRON
L2%"x2%:x)4' 1'-3� Lugs to be
10'-4" long cost with collar
--- One eld d BL JB NOTES
1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS.
FOR DEPTH GREATER THAN 10' USE STANDARD
(- A A DI -IA
I
e I L J Optional
Weld I Brace Ribs 2. THE 'H' DIMENSION SHOWN ON THE STANDARDS
N all connectoro 43.6lba. 66±3 lbs. I AND SPECIFIED ON THE PLANS WILL BE
to collar Including Including N MEASURED FROM THE INVERT OF THE OIRFALL
connectors lu2gs PIPE TO THE TOP OF THE STRUCTURE.
GALV STE or CAST PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY
IRON %"x11/i"0" lu s FOR ESTIMATING PURPOSES AND THE ACTUAL
�'Il9 DIMENSIONS SHALL BE DETERMINED BY THE
m 1VW Stud Shear CONTRACTOR FROM FIELD CONDITIONS.
connectors 2'-7" 914" 1 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS
TO BE SHAPED IN ACCORDANCE WiTH STANDARD
4r-2rr IS-1. THE COST OF FURNISHING AND PLACING ALL
SECTION B-B MATERIALS INCIDENTAL TO THE SHAPING IS TO BE
PLAN y INCLUDED IN THE 610 PRICE FOR THE STRUCTURE.
(Grate Removed) I-914'�1 .d-I 4. IN THE EVENT THE INVERT OF THE OUTFALL
PIPE IS HIGHER THAN THE BOTTOM OF THE
O STRUCTURE, THE INVERT OF THE STRUCTURE
a SHALL BE SHAPED WITH CEMENT MORTAR TO
PREVENT STANDING OR PONDING OF WATER
IT IN THE STRUCTURE. THE COST OF FURNISHING
jI- AND PLACING ALL MATERIALS INCIDENTAL TO
DIMENSIONS FOR THE SHAPING IS TO BE INCUJDED IN THE BID
CAST IRON ONLY PRICE FOR THE STRUCTURE.
5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0'
4' - 2 „ \ OR GREATER. FOR DETAILS SEE STANDARD Si-1.
8. THIS REM MAY BE PRECAST OR CASs IN PUCE.
2r -7rr
3" Die. P hole " 7. 4X8" SMOOTH DOWELS AT APPROXIMATELY
* 1/2" � N 12" C-C TO BE PLACED IN ALL AREAS ADJACENT
JJJ TO ABUTTING CONCRETE TO PREVENT
1c _ 12" min. ADJACENT TO ABUTTING CONCRETE TO PREVENT
'd'$'I�'} • cawr SETTLEMENT. IN UEU OF DOWELS A 2' X 4'
lra6� 4• depth Agg, NOTCH MAY BE PROVIDED. SEE STD T-01-3,4
H #68, 078, or O FOR ALTERNATE DESIGN.
fill I /ewe width
1.2" 12'-,s•-t8'or 24' 8. 3' DIAMETER WEEP HOLE TO 8E LOCATED TO
1, l.hfi G O Q C TD DRAIN SUBBASE MATERIAL WEEP HOLE WITH
L P 12'X12• PLASTIC HARDWARE CLOTH 1/4" MESH
. Q N OR GALVANIZED STEELWIRE, MINIMUM WIRE
DIAMETER 0.03', NUMBER 4 MESH HARDWARE
L CLOTH ANCHORED FIRMLY TO THE OUTSIDE
• d CD OF THE STRUCTURE SECTION A -A \ 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3
1 % � 2, 400 (000P 0 PSI. PRECAST CONCRETE IS TO BE
CONCRETE QUANTITIES FOR MIN. DEPTH
10. ANY ALTERNATE METHODS OF ANCHORAGE
1"
MEETING THE APPROVAL OF THE ENGINEER
12: cone. pipe-1.440 Cu. Yds. Concrete MAY BE SUBSTITUTED FOR THE CAST IRON
15' conc. pipe_ Cu. Yde" Concrota LUGS AS SHOWN HEREON.
ts" cant" pia-1.620 Cu. Yde. Concrete s 1 %�"
FIT
24' coot- pipe-1.817 Cu. Yde. Concrete
Add 0,489 Cu. Yde. per additions fact or depth. SECTION C-C SECTION D-D
GRATE DETAIL
APPROXIMATE WEIGHT
Cast Iran
Grate 363 t 18 lbs.
STANDARD DROP INLET SPECIFICATION
REFERENCE
12"-24" PIPE MAXIMUM DEPTH (H)=10'
VIRGINIA DEPARTMENT 233
104.01
TRANSPORTATION
(X-3A-38-3C
r
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Joint
L aanrSan a
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-
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r6
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ref Y.p aYalt. «.
st'd sr-t.
SECTION A -A
\0 6'Yin.
t O'Yax.
L-Vodobie-Max. 20' I
L- Bars F Bars E `B
8• r a 3• Diameter
Weep Hole
FRONT ELEVATION
(Gutter removed)
TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS.
TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 STANDARDS.
GALVINIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68. 30'
CONNECTORS AND IS TO BE ANCHORED WITH 1/2' X 4" STUD SHEAR
WELDED TO BENT PLATE 2' C-C.
21' I/ npK-ft abler
r L2%'x2%'x1t" ■ rpod@afanmer
Galvanized Bong Can 2-IC t @an A
I I/2Je
e"x,/4• arc rim. tN' � "•
eilh eon•
n uI ,T
4�• 1 2' Ban E
Type A Type 8 SECTION B-B
S'.4' Stud -nn.omr
welded to -gl. ken at 2' e-a
NOSE DETAILS
2-1 Appr. P-
DI-3A 01-3B DI-3C
1 I w
H - I
H H Flow I Flow Flow • �, -a'-'-t
\ 1 \ l \ ADJACENT
WHEN USED
AAI 1 •j ACENT TO CURB
For use In sags WITHOUT GUTTER
for use on grades Both Wdes to be symmetrical
Sheet 1 or 2
STANDARD CURB DROP INLET SREFERENCE
12"-30" PIPE MAXIMUM DEPTH (H)=8'
VIRGINIA DEPARTMENT 233
104-� of 302
TRANSPORTATION
0
RIB• \ � �\ � , ,-',
NOTE TO CONTRACTOR: EX. S"
o ,4�� \ / �, //// ! - - _ _ _ �' --- -- ! _ ! ! WATER LINE SHOWN IS
�\ `� ` /
, APPROXIMATE
� / MOVE \/ / // _ / - _ - - - - _ \ \ � � � � LOCATION. VERIFY VERTICAL AND
� / ■ \\ �\� � O11���'P/ HORIZONTAL LOCATION PRIO TO
F 15
CONSTRUCTION.
o\o 1. F.C.S.A. INSPECTOR TO BE
TRE
\O 5.34-__� � PRESENT.
W d ` _ _ f \ _ 3 83 ! ! - 2. F.C.S.A. TO DETERMINE iF LINE IS
-- �5- 5n2
TO BE RELOCATED.
"Ill 83 0 11
J i'� -- - 3. IF RELOCATED, F.G.S.A. WILL
r a
r.. ,. \ �'�- _ 83� - - � ,.. � .�"'_ �.., / SPECIFY MATERIALS USED AND
IS
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3" BM-25.0
T O� = 83O.�-f \/ �\r \ J� \ / ���� 11 Rc?P.� Fc.
\ i 23 23 ..
INV= 82.4.&1-18"IN }
INV= 52-434-1a''OUTL /
CRE TE 2 NEW
EX, &T'i GF�ATE \\\ H.C.\�S ACES 1 �}" �(10
N
TOF-83O,25 J\`x- h T ,I 4' QQ
IN��= 82�.30-18'IN \�--' = _ \ `{ w y�T h h
�I 1 n Y / ti I k e
INY- 824.1518 OUT / \ �
ILL
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2" SM-12.5A
8 " 21-B BASE STONE
• 10 • 20 4•
STOR„1 SEUJER IDE S iC-:;N GOMFIUTAT I ONS
FROM
PNT
TO
POINT
DRAIN.
AREA
ACRES
RUNOFF
COEFF.
C
CA
INLET
TIME
MIN.
RAINFALL
INTENSITY
INJHR.
RUNOFF
Q
CF"5.
INVERT
ELEVATIONS (ft)
LENGTH
FT
SLOPE
FT/FT
DIA.
IN.
n
CAPACITY
CF.S.
VEL.
FPS
FLOW
TIME
SEC.
REMARKS
INCREM.
ACCUM.
UPPER
LOWER
(o
5
2.04
0.50
1.02
1.02
13.6
5.50
5.(01
031.34
835.48
32.0
0.0580
15
0.025
8.0e
11
4.5
CMP
5
4
0.00
0.48
0.00
1.02
9.1
5.50
5.81
830.64
824.50
125.0
0.0480
15
0.013
14.15
10.1
1(0.5
RCP
4
3
01oe
0.40
0.28
1.30
10.0
5.50
-1.13
524.30
811-13
io(0.o
0.0620
15
0.013
16.08
12.6
24.'b
RCP
3
2
0.40
0.48
0.19
1.49
10.4
52"1
-1.04
81-1.53
815"08
1310
0-0100
15
0.013
8.(0-7
8.0
42.1
RCP
2
1
0.26,
1 0.W
0.23
112
11.1
5.10
8.-T8
814.86
813.96
18.0
0.0500
15
0.013
14.44
1233
1 1.5
RCP
CRATE
iNLET
COMPUTATIONS IOOyr.
STORM
Runoff
Inlet
Q
Q
Crate
Grate
Inlet
inlet
100yr
Drainage
Coefficient
Time
Intensity
Q=CiA
Captured
Carryover
Inlet
Area
Perimeter
Depth
Elev.
W.5.E.
Inlet iD
Area (ac.)
(C)
(min.)
(inAy.)
(cfs)
(cfs)
(cfe)
Type
(sq. ft.
(ft.)
(ft.)
(ft.)
(ft.)
Str 4
0.6 a
0.40
5.00
9.25
2.55
2.55
0.00
D I - I
2.33
13.00
0.21
82950
5213.11
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MARK D, SMITH
No, 022837
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DATE: 8/17/04
SCALE: 1" = 20'
DESIGNED BY: AS
FILE NO. 2039
SHEET 4 OF 8
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SCALE: V' 1" - 5'
DESIGNED BY- AS
FILE NO. 2039
SHEET 6 OF 8
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WESTMINSTER CANTERBURY
Erosion and Sediment Control Narrative
Project Description
The purpose of this project is to construct a service road and employee
parking areas. The purpose of this service road is for ingress -egress of
employees, service, and maintenance vehicles only.
Existing Site Conditions
The site is currently sloping woods and brush in Frederick County. The
portion of the project lying in the City of Winchester is paved and will
involve widening and overlaying the existing pavement.
Adjoining Properties
The adjoining property land uses are residential.
Solis
The soils in this area are classified as Frederick-Poplimento-Rock
Outcrop complex. Permeability of this soil is moderate to moderately
slow, and the available water capacity is moderate. The erosion hazard
is severe.
Erosion Control Measures
Hold pre -construction meeting on site.
Install silt fencing.
Install construction entrance with wash rack.
Clear and grade site.
Install culverts, culvert inlet and outlet protection and check dams.
Upon completion of grading, stabilize the site.
Temporary Stabilization
Temporary stabilization shall be applied to any denuded areas of the site
that are not continuously worked within 14 days.
Permanent Stabilization
Permanent erosion control measures include the establishment of grass
on all surfaces not paved or built upon. Permanent stabilization shall be
accomplished in accordance with the seeding schedule below and Section
3.32 of the Virginia Erosion and Sediment Control Handbook.
Seeding Schedule
I. Topsoil shall be spread at a minimum depth of 4".
2. Pulverized agricultural limestone shall be, incorporated into the topsoil
at a rate of 92 Ibs per 1,000 sf (2 tons per acre).
3. Fertilize with 10-10-10 at a rate of 23 Ibs per 1,000 sf (1,000 Ibs per
acre).
4. Seed mix consisting of 6796' Kentucky 31 Tall Fescue and 53% Red
Glover.
5. Straw mulch shall be applied to all seeded areas at a rate of 3.500
ibs per acre and anchored with cutback or emulsified asphalt at a rate
of 200 gallons per acre.
Maintenance Program
1. The contractor shall inspect all erosion and sediment control measures
after each rainfall and at least daily during prolonged rainfall. Damaged
or deficient areas shall be. repaired or replaced immediately.
2. The contractor shall make a daily review of all areas of construction
activity to Insure erosion control effectiveness. Additional measures shall
be installed immediately More deficiencies are found.
3. Sediment shall be removed when the sediment volume reaches one half
the height of the trapping device.
4. All required permits and fees to begin land disturbance shall be the
responsibility of the contractor.
Erosion and Sediment Control Notes
I. All vegetative, structural erosion, and sediment control practices shall
be constructed and maintained in accordance with the minimum standards
and specifications set forth in the latest edition of the Virginia Erosion
and Sediment Control Handbook and Virginia VR 625-02-00 Erosion and
Sediment Control Regulations.
2. The contractor shall install the silt fence and construction entrance as
shown in the plan prior to or as a first step in clearing.
3 Within seven days of reaching final grade, the contractor shall install
permanent stabilization to disturbed areas that are not to be paved or
built upon.
4. The contractor will contact the plan approving authority one week
prior to the commencement of land disturbing activity and one week prior
to final inspection.
5. The contractor is responsible for installation of any additional erosion
control measures necessary to prevent erosion and sedimentation as
determined by the plan approving authority.
6. A copy of the approved erosion and sediment control plan shall be
maintained on the site at all times.
7. The contractor is responsible for maintaining drainage of all disturbed
areas to sediment control devices at all times.
b. The contractor shall inspect all erosion control measures periodically
and after each runoff producing rainfall event. Any necessary repairs of
cleanup to maintain the effectiveness of the erosion control devices shall
be made immediately.
/
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NO.
KEY
SYMBOL
DESCRIPTION
3.02
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ENTRANCE
305
O
X X X
SiLT FENCE
3.01
IP
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STORM DRAIN INLET PROTECTION
3.08
CIP
CULVERT INLET PROTECTION
3.18
OP
OUTLET PROTECTION
320
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--' --, - -
ROCK CHECK DAMS
O—
LIMITS OF CLEARING 4 GRADING
DRAINAGE DIVIDES
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TREE LEGEND
SYMBOL
QUANTITY
NAME
HEIGHT AT TIME
OF PLANTINCa
REMAi5
SERVICE ROAD # PARKING
I_1
RED MAPLE
2" CALIPER g
B4B
I�ABOVE GRADE
NORTH PARKING ADDITION
11
RED MAPLE
2" CALIPER 9
545
roll ABOVE GRADE
RE5PON515LE LAND DFUR5ER
NAME:
CERTIFICATION
DATE:
THE RE51"ON515LE LAND p15tUR5ER
CIS THE PARTY RESPONSIBLE FOR
CARRYING OUT THE LAND p15TUR5INu
ACTIVITY AS SET FORTH IN THE PLANS.
DRAINAGE DIVIDES
Prune codominant leaders Do NOT prune
leader or branchch tips tips
Prune rubbin or
Gross branch a
1�
Prune narrow crotch angles
and water spouts
DO NOT STAKE OR WRAP
a
Prune broken branches
TR
TRUNK UNLESS NECESSARY.
REMOVE ALL TA65 AND LABELS.
Prune suckers
NO LESS THAN 2" CALIPER
AT b' ABOVE 64ZADE.
2"3" mulch kept away from trunk
6'
Soli well to
L— contain water
Gut away all balling ropes and
Remove top of wire basket
Widen and score hole wall
UNAMEMW backfill sou
--
Partially backflll, water to
Remove container and cut circling
— —I — settle soil, finish bockfllling
roots IF container -grown, or as much
burlcp as possible If Field grown
Leave solid soil ppeedestal- do Area for water drainage
not dig deeper that ball depth
Dig hole 2-5 times root bail width
TREE PLANTING DETAIL
NO SCALE
100 O 100 200
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DATE: 8/17/04
SCALE: 1" = 50'
DESIGNED BY- AS
FILE NO. 2039
SHEET 7 OF 8
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70' MIN. £XISRNG
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SECTION A -A
R£JNFORCED CONCRETE --/ DRAIN SPACE
SECTION B-B
SOURCE. ADAPTED from 1983 ftlond Stondards for Soll erosion and Sediment Con tra% and Va. 95WC Plote J02-1
RUNOFF WATER
WITH SEDIMENT
GRA VEL AND WIRE MESH
DROP INLET SEDIMENT
FIL TER
18°' MIN. GRAVEL�(12"MIN. DEPTH)
0
1
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE
WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED,
BUT NOT WHERE PONDING AROUND THE STRUCTURE
MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE
TO ADJACENT STRUCTURES AND UNPROTECTED AREAS.
* GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE
AGGREGATE.
SOURCE: VA. DSWC PLATE. 3.07-2
SILT FENCE CULVERT INLET
PROTECTION
PIPE OUTLET CONDITIONS
A A
'IPE OUTLET TO FLAT
,REA WITH NO DEFINED
HANNEL
L a
0 7.
d
SECTION A -A FILTER CLOTH KEY IN 6'-9 RECOMMENDED FOR ENTIRE PERIMETER
L 3do (MIN.)
PIPE OUTLET TO WELL
DEFINED CHANNEL
PLAN VIEW
La
d
SECTION A -A
FILTER CLOTH KEY IN 6'-9 RECOMMENDED FOR ENTIRE PERfMETER
NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION
BASKET, OR CONCRETE.
2. La IS THE LENGTH OF THE RDPRAP APRON AS CALCULATED
USING PLATES 3.18-3 AND 3.18-4.
3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT
LESS THAN 6 INCHES.
Source: Va. DSWC Plate 3.18-1
SPACING BETWEEN CHECK DAMS
L = THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
TABLE 3.31-B
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
"QUICK REFERENCE FOR ALL REGIONS"
Rate
Planting Dates Species (lbs./acre
Sept. 1 - Feb. 15 50/50 Mix of
Annual Ryegrass
(Lolium multi-florum)
& 50 - 100
Cereal (Winter) Rye
(Seca) cereale)
Feb. 16 - Apr. 30 Anual Ryegrass 60 - 100
(Loliium 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 shall be
planted no more than one inch deep. Grasses and legumes
shall be planted with no less than 1/4" soil cover.
TABLE 3.32- C
SITE SPECIFIC PERMANENT SEEDING MIXTURES
FOR APPALACHIAN/MOUNTAIN AREA
Total Lbs.
Minimum Care Lawn
Pe Acre
- Commercial or Residential
200-250 lbs.
- Kentucky 31 or Turf -Type Tall Fescue
90-100%
- Improved Perennial Ryegrass *
0-10%
- Kentucky Bluegrass
0-10%
High -Maintenance Lawn
Minimum of three (3) up to five (5) varieties of
bluegrass from approved list for use in Virginia.
125 lbs.
General Slope (3:1 or less)
- Kentucky 31 Fescue
128 lbs.
- Red Top Grass
2 lbs.
- Seasonal Nurse Crop**
20 lbs.
150 lbs
Low -Maintenance Slope (Steeper than 3:1)
- Kentucky 31 Fescue
108 lbs.
- Red Top Grass
2 lbs.
- Seasonal Nurse Crop**
20 lbs.
- Crownvetch ***
20 lbs.
150 lbs
* Perennial Ryegrass will germinate faster and at lower
soil
temperatures than fescue, thereby providing cover and
erosion
resistance for seedbed.
** Use seasonal nurse crop in accordance with seeding
dates as
stated below:
March, April through May 15th
Annual Rye
May 16th through August 15th Foxtail Millet
August 16th through Sept.,Oct.
Annual Rye
November through February
Winter Rye
*** If Flatpea is used, increase to 30 lbs./acre. All legume seed
must be properly inoculated. Weeping Lovegrass may also
be
included in any slope or low-maintance mixtures during
warmer
seeding periods; add 10-20 lbs/acre in mixes.
BL 0 CK &' GRAVEL CURB INLET
SEDIMENT FIL TER
CURB INLET
WIRE SCREEN
%SILT rLNCt--•-.���1.�� RUNOFF
DISTANCE IS 6' MINIMUM IF FLOW WATER WITH OVERFLOW FILTERED WATER
IS TOWARD EMBANKMENT SEDIMENT
FLOW - A L B •,.
�..: -
OPTIONAL STONE COMBINATION
SEDIMENT ( II
WIRE SCREENR °
2" X 4" WOOD STUD CURB INLET
SPECIAL APPLICATION
FLOW
-► - 2.5'
VDOT g3, #357, j15, #56 OR #57 COARSE AGGREGATE
TO REPLACE SILT FENCE IN ' HORSESHOE " WHEN
HIGH VELOCITY OF FLOW IS EXPECTED
SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC
CLASS I RIPRAP
PLATE. 3.08-1
SOURCE: VA. DSWC
PLATE. 3.20-2
THIS METHOD OF INLET PROTECTION IS APPLICABLE AT
CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY
TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE.
• GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE
SOURCE: VA. DSWC PLATE 3.07-8
seeding Notes:
I. Topsoil shall be spread at a depth of 4".
2. Pulverized agricultural limestone shall be incorporated into
the Soil at a rate of c12 Ib5. per 1,000 sq. ft. (2 tons per
acre).
3. Fertilize with 10-10-10 at a rate of 25 lbs. per 1,000 sq.
ft. (1,000 Ib5. per acre).
4. Seed mix shall consist of 6-1% Kentucky 31 Tall Fescue and
35% 5ericeo Le5pedezo applied at a rate of 120 Ib5. per
acre.
5. Straw mulch shall be applied to all seeded areas at the
rate of 3,500 Ib5. per acre and anchored with cutback or
emulsified asphalt applied at o rate of 200 gallons per
acre.
END -SECTION 12"-60" PIPE
Hub end on outlet end -sections
Spigot end on Inlet end -section
( X
Concrete to be
I 4000 PSI Min.
PLAN
LENGTH
Of PIPEC
B
3�pROk
S�Opf
Bar or uteri
SECTION X-X
Diomirr o _
I
i- --E
END VIEW
END -SECTION DIMENSIONS
DAM.
A
B
C
D
E
12"
4"
1 2'-0"
2'-0"
4'-0'
2'-0'
15"
6"
1 2'-3"
1'-9"
4'-0"
2'-6"
18"
9"
2'-3"
1 -9
4 -0
3 -0
24"
9 1/2"
S-7"
2'-6"
6'-1'
4'-0'
30'
1'-0.
4'-6'
V-7 3/4'
V-1 3/4"
5'-0'
36'
1'-3"
5'-3'
2'-10 3/4
8'-1 3/4
6'-0"
42"
V-9"
5'-3"
2'-11'
8'-2'
-6'- -6
48"
2'-0"
6'-0'
2'-2"
8'-2'
7'-0"
54"
2'-3"
'-
2'-9 1/4"
8'-2 1/4"
7'-6"
60"
2'-11"
5'-0"
3'-3"
8'-3"
1 8'-0-
ALTERNATE END -SECTION 12" - 60" PIPE Es-1
Hub end on outlet end-sectionsI,
Spigot end on inlet end -sections
X X
-- J Concrete to be
4000 PSI Min.
SLOPE DETAIL
PLAN
C � B-
�pSO Pe
-Si l-taadc oforcemenk
PAY LINE
SECTION X-X
m Iter o _
Pr
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END VIEW
END -SECTION DIMENSIONS
DAM.
A
B
D
E
12"
4"
2'-0'
6--1"
2'-0'
15"
6"
2'-3"
PS-1
6 -i
2'-6'
"
9'
'-3"-1
3'-0'
21"
9"2'-11"
6'-1"
S-6'
24'
10"
S-7"
6'-3'
4'-0"
27'
10 1/2'
4'-0"
2' 1 1/2'
6'-1 1/2"
4'-6"
0"
1'-0"
4'-6"
V-7 3/4'
6'-1 3/4'
5'-0'
33'
V-1 1/2*
4'-10 12'
Y-3 1/4"
e- 1 3/4'
5'-6'
36'
1'-3"
5'-3"
2'-10 3/4
8'-1 3/4"
6 -0
42"
1'-9"
5'-3"
2'-11'
8'-2
6'-6-
_Z"
2 -0
6'-0"
2'-2"
54"
2'-3"
2'-11'
8'-4"
7'-6'
60"
2'-6"
5'-0"
1 S-3"
8'-3"
8'-0'
NOTE: Pipe lengths shown on plans are
based on End -Section design shown
on the left. If the contractor elects
to use the alternate design shown on
the right, lengths will be reduced by
the difference in dimension 'D".
SPECIFICATION
REFERENCE
FLARED END -SECTIONS FOR 12"- 60"CONCRETE PIPE CULVERTS
VIRGINIA DEPARTMENT
302 of 102.01
TRANSPORTATION
NOTES:
1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4-000 PSI IF PRECAST.
3. COMBINATION CURB & GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL
BE PAID FOR AS RADIAL COMBINATION CURB &
GUTTER.
4. FOR USE WITH STABILIZED OPEN -GRADED
DRAINAGE LAYER, THE BOTTOM OF THE CURB
AND GUTTER SHALL BE CONSTRUCTED PARELLEL
TO THE SLOPE OF SUBBASE COURSES
AND TO THE DEPTH OF THE PAVEMENT.
1 4" 2"R 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED
IS 40 MPH OR LESS ON RURAL HIGHWAYS AND
45 MPH OR LESS IN DEVELOPED URBAN AND
SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE
n EXCEEDED STANDARD CG-7 IS REQUIRED.
a
The bottom of the curb and
- gutter may be constructed
parallel to the slope of
subbase courses provided a
minimum depth of 7' is
maintained.
This area may be concrete
SPECIFlCA E COMBINATION 6" CURB �c GUTTER
REFERENCE
105
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
201.03
4" REINFORCED CONCRETE
3000 PSI
4" SUBBASE (21-A STONE)
UJIOTH VARIES
SEE SITE PLAN
1/4" = 1'
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DATE: 8/17/04
SCALE: N/A
DESIGNED BY: AS
FILE NO. 2039
SHEET 8 OF 8
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Note: \ / �
See Sheet two of two (2 of 2) for detailed layout of fence plantings
Plant List
Abb
Botanic Name
Common Name
oty
size
Ar
Ajuga reptans'burgundy glow'
Burgundy Glow ajuga
1750
peat pots in flats of 50
Ck
Cornus kousa
Kousa Dogwood
11
1.5-2"c.c.
Fi
Forsythia intermedia
Border Forsythia
21
18-2e
Hsd
Hemerocallis'Stella D'Oro'
Stella D'Oro Daylilly
1341
gall. Cont
to
Ilex Opaca
American Holly
17
8-10'
Iv
Itea virgininica
Virginia Sweetspire "Henrys Gamet"
2418.24'
PS
Pinus Strobus
White Pine
2
6-8'
Vd
Viburnum dilatatum
Linden Viburnum
918-2e
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Notes:
1 There are also 40 evergreen shrubs to be installed along road and maintenance building as per proffer e e
selection of species was not determined by the proffer.
Contractor should make suggestion and get approval of the plant material from Westminster CanterburyAra
-.-
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2 If Maples cannot be transplanted, they will be removed and replaced with new trees of equal or better size and variety A Ppbl&IF/
�-J
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3 White pine are to be planted on berm facing Old Fort Road to replace two pines not doing well ,N
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Notes
G oval Notes
1 AD material should be the best available for the value; fully branched with well -established root systems.
Workmanship should be of superior quality.
Landscape Contractor respor>srole for removal of all debris created by his work and leaving site in broom swept conditions.
Any damage to property due to Landscape Contractor's work to be fixed immediately at Landscape Contractor's expense.
2 The Landscape Contractor shall inspect construction site to gain thorough knowledge of access and slope issues
prior to submitting his bid.
Any questions regarding onsite storage of materials etc. can be addressed to the Landscape Architect
PRIOR to subrnission of bkL The final bid should reflect all onsite conditions and storage/access concerns.
3 Landscape Contractor to be responsible for conducting soil analysis for and amending existing soils if needed.
Contractor will be expected to replace any plant material that performs marginally due to PH or other soil related problems.
if there Is a problem due to soil c onftns, the contractor is to notify Landscape Architect or Client PRIOR to installation
for adjustrments to be made. Any adjustments required after installation is to be responsibility of Landscape Contractor.
4 The Landscape Contractor shall have Investigated the sources of supply and satisfied himself that he can supply
all the plants specified on the drawing in the size and quality noted before submitting the final bid
No substitutions shall be made however without consent of Client in writing.
5 Failure to tale above mention precaudons will not relieve the successful bidder from the
iesimisiWlfty for furnishing and installing all the Items in accordance with the contract documents,
Pricing
In order to provide a basis for change orders:
All bids to indude unit costs of all plant material including installation.
Bed preparaton and hydro seeding have a unit cost on a square footage basis
Hourly rate of all personnel working on the job to be included
Construction) Installation Starxiards
All construction and Installation standards including but not limited to soil preparation; plant installation; seeding;
not specifically addressed on these documents will adhere to the following:
z
Landscape Specification Guidelines
O
1-4
5e' Edition
U2
Published by the Landscape Contractors Association of MD -DC -VA
W
Copies can be purchased from the above -mentioned Association by calling
301-948-0810
Planting
1 All perennialf annual beds to be tilled and have amendments added per specifaction noted above
2 All shrub masses (two or more shrubs spaced closer than 6' on ctr.) to be planted in a single mulched bed.
Grading
1 All Plant Beds to have positive drainage as required for the specked plant material for that bed.
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2 If plants are to be installed in areas that show obvious
p poor drainage, and the plants are inappropriate for that condition;
.�
the landscape contractor shall mAty the owner and the owners representative. �
A
s Contractor to assure that anal grades on all plant beds will conform to overall drainage plan prepared by Greenway Engineering.
There is to be no standing war on any of the project site on completion, no water shall run to any buildings.
4 If used; drainage pipe will have minimum sloe as required for positive drainage, be a min. of 12' below grade and nm until daylight
Layoff
1 AD plantings in front or pmlpos6 screening fence to be located off the fence after it's installation.
Flowering trees in front of fence to be centered between the road and fence
2AJW in 06undocver begs to nun from edge of daylilly bed to road edge.
3 Holly trees will be located off the proposed fence, once the fence is located.
4 Shrubs along woods and trarsplarited Maples are to be located in field with Landscape Architect
5 Evergreen Screen along maintenance building ~'
To be located in field with flags and be approved by Westminster Canterbury
'
These are to be installed in individually with each plant being mulched according to standards noted -
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1 Fall2004
American , proffered Holly, evergreen shrubs are to be installed once road is field located.
Forsythia, Itea, Viburnum all Wong Old Fort Road are to be installed, White Pine to be replaced
2 At Completion of Project l
Dogwood, Dayiilfy and Ajuga to be installed once fence is completed.
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SCALE: i" =20'
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SCALE: 1" = 20' 0ii! - 2
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Ilex Opaca (17)
Trees to be planted in groundcover bed
in line 4'-00" off from fence. Trees are to be
equal spaced and centered on each section of 1
Trees to be planted in groundcover bed
Trees are to be equal spaced and centered on each section of fence
located halfway between edge of proposed road and proposed fence
Run bed from edge of daylilly to edge of roac
install Ajuga reptans 'Bu rgandy Glob'
12" on ctr in equal spacing throughout bed.
Shade trees
(approximate location) To be planted in groundcover bed in two lines beginnidg2-00" off fence.
Plants are to be equal spaced 18" on center.and centered on each section of fence
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' NO. I DATE I RIMSIONS / SUBMISSIONS
J DUGGA N AND ASSOCIATES
151 WINDY MILL LANE
W'INCHESTER YA.88608
M�T= WTSTMINSTER CANTEBURY
FENCE SCREENING
MoAffu"A M Macro
J DUGGAN
MAVM By scua
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RIMEV $D BY I nuwae WO.
VATR
DATE
CADMIUM
I
CENERAL NOTES
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 by VDOT when such permit is
required under State law.
5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be
held with the Developer, County Representatives, and Representatives of the Virginia Department of
Transportation (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The
developer will be responsible for providing guardrail and paved ditches as determined by this joint
inspection." Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a
representative of the developer must be available at all times.
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform
Traffic Control Devices (MUTCD).
8. All unsuitable material shall be removed from the construction limits of the roadway before placing
embankment.
9. All pavement sections on the approved plans are 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 and prior to placement.
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits
indicated on the plans and as required at the field inspection.
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe
shall be minimum 6" diameter and conform to VDOT standard SB-1.
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less
than one litter receptacle shall be provided at the construction site.
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment
prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to
take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust
free condition at all times.
14. Notification shall be given to the appropriate utility company prior to construction of water and/or
sanitary sewer lines. Information should also be obtained from the appropriate authority concerning
permits, cut sheets, and connections to existing lines.
15. All sanitary sewers and water mains and appurtenances shall be constructed - in accordance with the
current standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as
needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his
existing utility verification and the proposed construction.
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a
result of his construction project within or contiguous to the existing right-of-way.
18. When grading is proposed within easements of utilities, letters of permission from all involved companies
must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site
development permits.
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
project. The relocation should be done prior to construction.
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be
protected in accordance with state law. In the event gravesites are discovered during construction, the
owner and engineer must be notified immediately.
21. The contractor is to verify field conditions prior to and during construction and notify Greenway
Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the
approved plan.
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per
standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
professional engineer and results submitted to Frederick County prior to pavement construction. If a
geotechnical report has 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.
FCSA CONSTRUCTION NOTES
I. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com
2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval.
3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority
requirements.
4. The contractor shall coordinate with, and arrange for inspection by, the Authority.
5. When an existing water main is tapped for the installation of a new line:
a) The Authority shall furnish all labor and material.
b) The developer/contractor must:
1. make application and pay deposit
2. mark the tap location.
6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole.
7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's
Inspector.
8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It
is the developer's/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 to be between 18 and 21 inches.
d) All components of the meter box assembly shall be in proper working order.
9. 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.
b) An Application for Service must be made and fees paid before work will begin.
c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services.
d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the
property line. The contractor shall furnish and install the meter vault assembly. The Authority will install
the meter.
e) The Authority will install all sewer laterals.
10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as
required). The assembly must meet ASSE standard No. 1015 or 1013.
11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector
double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio
read remotes are required.
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.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health
Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) 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. Furthermore, all traffic control
flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications.
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 .utility facilities or items that may be in conflict
with the proposed construction activity. VDOT 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. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use
permits for any work within VDOT right-of-way.
V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held
by the engineer and/or developer with the attendance of the contractor, various County agencies., utility
companies and VDOT prior to initiation of work.
V8. The contractor shall notify the local VDOT Residency 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.
V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent
public roadway via a construction entrance that is constructed and maintained in accordance with Section
3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected
by this project shall be maintained through construction. The Developer shall have, within the limits of the
project, an employee certified by the Virginia Department. of Conservation and Recreation (VDCR) in Erosion
and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous
basis for proper installation and operation. Deficiencies shall be promptly rectified.
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 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 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 six (6) inch 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, density tests shall be performed by a qualified independent agency in accordance with 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. 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 VDOT acceptance of any streets, all required street signage and/or pavement markings shall be
installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the
Manual On Uniform Traffic Control Devices.
V18. The developer shall provide the VDOT Residency 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 Residency Office prior to acceptance of the work. Unit and total prices
may be obscured.
V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader.
Density will be determined using the density control 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.
V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge
Specifications. Density shall be determined using the density control strip as specified in Section 315 and
VTM-76. A certified compaction technician shall. perform these tests. Certified copies of test reports shall be
submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the
opportunity to be present during the construction and testing of the control strip.
V21. In accordance with Section 302.03, the foundationsfor 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.
V22. Approval of these plans shall expire three (3) years .from the date of the approval letter.
V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified
by VDOT.
V24. 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.
UTILITY CONTA CTS°
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 MISS UTILITY (540) 869-1111
Electric: Allegheny Power 1-800-552-7001 phone: VERIZON
P.O. Box 1458 P.O. Box 17398
Hagerstown, MD 21741 Baltimore, MD 21297
1-800-654-3317 (301) 954-6282
FIRE MARSHAL'S NOTE
Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed by
field inspection at the direction of the Fire Marshall's Office.
HANDICAPPED PARKING NOTE
Handicapped parking spaces and aisles shall slope no greater than 2% in all directions.
EXISTING INTERMEDIATE CONTOUR
EXISTING INDEX CONTOUR
PROPOSED CONTOUR
EXISTING EDGE OF PAVEMENT
PROPOSED EDGE OF PAVEMENT
EXISTING CURB AND GUTTER
PROPOSED.CURB AND GUTTER
EXISTING TELEPHONE LINE
PROPOSED TELEPHONE LINE
EXISTING STORM SEWER
PROPOSED STORM SEWER
EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER
EXISTING ELECTRIC SERVICE
PROPOSED ELECTRIC SERVICE
EXISTING GAS LINE
PROPOSED GAS LINE
PROPERTY LINE
FLOW LINE
FENCELINE
EXISTING POWER POLE
EXISTING TELEPHONE POLE
EXISTING WATERLINE W/ TEE
PROPOSED WATERLINE W/ TEE
EXISTING FIRE HYDRANT
WAN
--- --- 330
40
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PROP E/P .
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PROP. 15" RCP
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EXISTING WATER VALVE w w
PROPOSED WATER METER
EXISTING REDUCER v v
PROPOSED REDUCER v
TRAFFIC SIGN -a-
HANDICAP RAMP . (CG-12)
�DEEN1OTTES LOCATION OFF STD 'VDOT
STANDANDRAMP' W4f M&
PARKING INDICATOR
INDICATES THE NUMBER OF 'TYPICAL PARKING SPACES
HANDICAP PARKING
VEHICLES PER DAY COUNT
PROPOSED BUILDING ENTRANCE
EXISTING STREET LIGHT
SANITARY MANHOLE IDENTIFIER
STORM DRAIN STRUCTURE IDENTIFIER
A,2
(k-
100
EASEMENT LINE
CENTERLINE
EXISTING SPOT ELEVATION X 12.0
PROPOSED SPOT ELEVATION 1151
EXISTING TREE LINE
r..
EXISTING TREE tr�J1 15" OAK 15" PINE
PROPOSED TREE `rjt 15" OAK 15" PINE
L
0 f'NERS CERTIFICATE
I HEREBY CERTIFY THAT THE PROPOSED DEVELOPMENT OF THE
PROPERTY CONTAINED IN THIS SITE PLAN IS WITH THE FREE
CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE
UNDERSIGNED OWNERS, PROPRIETORS OR. TRUSTEES.
DATE
SHEET INDEX
1.) COVER SHEET
2.) OVERALL SITE PLAN
3.) SERVICE ROAD & PARKING PLAN
4.) PARKING LOT PLAN
5.) NORTH PARKING LOT ADDITION PLAN
6.) PROFILE SHEET
7.) E & S CONTROL PLAN
8.) DETAIL SHEET
LANDSCAPING SCREENING PLAN BY
LANDSCAPE ARCHITECT ATTACHED
VICINITY MAP
SCALE I"= 2000'
Ran 91
awaraltm
FLAZA UlEBTI`IINBTER
(� eewre�uRr
a
SITE
PROJECT INFORMATION
SITE LOCATION
300 WESTMINSTER CANTERBURY DR.
WINCHESTER, VIRGINIA
FREDERICK COUNTY CITY OF WINCHESTER
PARCEL IDENTIFICATION NO.
53--((A))-63A 131-((1))-1
LOT AREA 48.2747 AC. 16.8370 AC.
DISTURBED AREA
58,004 SF. / 1.33 AC. 6,372 SF./ 0.15 AC.
CURRENT ZONING
RP (RESIDENTIAL PERFORMANCE)
CURRENT USE
RESIDENTIAL & ASSISTED LIVING FACILITY
PROPOSED USE
RESIDENTIAL & ASSISTED LIVING FACILITY
SIGNS: NONE PROPOSED. ANY FUTURE SIGNAGE MUST CONFORM
WITH THE STANDARDS OF SECTION 165-30 OF
THE FREDERICK COUNTY ZONING ORDINANCE.
OUTDOOR LIGHTING: ROAD. AND PARKING LOT LIGHTING IS TO BE PROVIDED USING
THE SAME LIGHT STANDARDS AND PATTERNS ESTABLISHED IN THE
EXISTING PARKING LOT. ALL LIGHTS SHALL BE SHIELDED TO
PREVENT ILLUMINATION OF ADJACENT PROPERTIES.
OPEN SPACE
PROPOSED OPEN SPACE=37.55 AC.=77.8%
LANDSCAPING CALCULATIONS
SERVICE ROAD AND REVISED PARKING
REQUIRED:
PERIMETER - 1 TREE PER 2,000 SF. OF IMPERVIOUS AREA
INTERIOR - 1 TREE PER 10 SPACES
PROPOSED
IMPERVIOUS AREA: 24,312 SF. / 2000=12 TREES
INTERIOR: 46 SPACES / 10=5 TREES
TOTAL TREES REQUIRED: 17
TREES PROVIDED: 17
NORTH PARKING LOT ADDITION
PROPOSED
IMPERVIOUS AREA: 12,710 SF. / 2000=7 TREES
INTERIOR: 33 SPACES / 10=4 TREES
TOTAL TREES REQUIRED: 11
TREES PROVIDED: 11
HANDICAP PARKING
26-50 = 2 SPACES REQUIRED
2 SPACES PROVIDED
to
ENVIRONMENTAL FEATURES
EXISTING PROPOSED PERCENT
FEATURE
ACREAGE
DISTURBED ACREAGE
DISTURBED
FLOOQPLAINS
0
0
0
LAKES & PONDS
0
0
0
WETLANDS OVER
1 AC. 0
0
0
NATURAL S.W.
0
0
0
DETENTION AREAS
WOODLANDS
31.7 AC.
0.46 AC.
1.45 %
STEEP SLOPES
5.7 AC.
0
0
OVER 50%
PREVIOUS
PARKING LOT
APPROVED PLAN
#21-01
THESE PLANS ARE IN
CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION
OR CHANGE IN THESE
PLANS SHALL BE APPROVED
BY THE ZONING ADMINISTRATOR PRIOR
TO CONSTRUCTION
COVER
SHEET
Project Name:
WESTMINSTER CANTERBURY
Owner: Address, Including Zip Code & Telephone No.
300 WESTMINSTER CANTERBURY DR.
WESTMINSTER CANTERBURY OF WINCHESTER, INC. WINCHESTER, VA 22601
(540) 665-0156
Developer: Address, Including Zip Code & Telephone No.
SAME AS ABOVE
Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
151 WINDY HILL LANE
GREENWAY ENGINEERING WINCHESTER, VA 22602
(540) 662-4185
(AS TO SITE PLAN ELEMENTS IN FREDERICK COUNTY)
APPROVAL A )
CITY OF WINCHESTER DIRECTOR OF PLANNING DATE
FREDERICK COUNTY ZONING ADMINISTRATOR
• SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT. APPROVAL
• SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL
DATE
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DATE: 8/17/04
SCALE: N/A
DESIGNED BY: AS
FILE NO. 2039
SHEET 1 OF 8
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131-6-E-9
PAUL A. LAMBERT
ZONED= LR
USE: RES.
INST. fLR-03-21 i
I)v
132-01-4
ZONED: LR
USE: UNDEVELOPED
GERALD F. SMITH
INST. OLR-02-4131
53-A-64
WINfFRED W.
HACK ET AL
ZONED: RP
USE: RES.
DB. 180 PG. 103
DB. 253 FG. 533
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1-15 132-01-4 w
ZONED: LR
L16 USE: UNDEVELOPED
GERALD F. SMIT14
MST. ILR-02-4131
NUMEBER
PIR)=CTION
DISTANCE
LI
5 15'56131" E
210.00,
L2
N I6'33'18" E
312.131,
L3
5 60'26.19" E
21220'
L4
N 29'33'41" E
150-00'
L5
16 60'2619" E
400.00'
L6
N 29'33'41" E
15.00'
Ll
5 59'36'20" E
225"'
LS
5 29'04'59" W
104.26'
L9
5 11'14'41" E
514.43'
L10
N 46'24'29," E
15150'
LII
5 49'01'34" E
22250'
L12
5 44'3(0'25" W
1231.56'
L13
N 46'02'04" W
3239'
L14
5 40'40'18" W
194.42'
L15
5 35'32'20" W
140B1'
LI6
5 33'05'41" W
223.11'
LIl
5 04'31'25" W
132.89'
LID
N 52'22'0'3" W
35631'
LIS
IN 44'51'01" W
161.61'
L2O
5 61'23'50" W
13925'
L21
N 14'44'44" W
3834'
L22
N 19'52'52" W
25.00'
L23
N 19'52'10" W
12859'
L24
N 21'13'12" W
12932'
L25
N 18'4351" W
9255'
1-26
N 20'21'31" W
120.00'
L21
N 15'36'22" W
50.04'
L28
N 09'42 20 W
S
L29
N 09'36'08" W
55.10,
L30
N 11,30,30" W
13359'
L31
N 141271" W
10531'
L32
N 24'29'53" E
21.96'
L33
N 14'12'2T" W
94.56'
L34
N 04'40'51" W
165.99'
L35
N O4'15'11" W
241b1'
L36
5 16'41'30" E
30634'
L31
N 01'20'55" E
485.18'
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NUMBER
DELTA
RADIUS
ARC
TAN
CHORD k3EARING
CHORD
CI
41'24'33"
40.00'
28.91'
15.12'
N 45'12'10" E
2828'
C2
221'24'I1"
40ZO'
15451'
105.83'
N 44'41'42" W
14BB'
C3
11'I1'O1"
I 50.00'
61.44'
139.SW
N 52'42'21" E
I&2.45'
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53-A-53
SOVERIGN HOMES
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USE: COMM.
MST. 092-16612
F4jSSELL O 4
AM B. HIETT
ZONED: R
USE: RES..
DB. 336 MM 39
Cal
100' PERIMETER 51N6LP FAMILY SEPARATION BUFFER 4 BPI -
— --- — — --- -- — — — -- —
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53-A-63
GERALD F. SMITH
ZONED: RP
USE= RES.
013.151 PCa. e69
V-NORTH
PARKING
ADDITION
SKEET 5
53-A-63A
WESTMINSTER CANTERBURY OF
WINCNESTER, INC.
ZONED: RP
USE: RES. 4 ASSISTED LIVING
015. 905 PG. 1018
S.W.M. POND
53-A-61A
RUSSELL O. 4 ANN B. HIETT
ZONED: RP
USE: RES.
DB. SW MPG. 1584
53-A-6®
PARTNERSHIP I(p, LP.
ZONED: B2
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DATE: 8/17/04
SCALE: 1" = 100'
DESIGNED BY: AS
FILE NO. 2039
SHEET 2 OF 8
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OLD FoRT
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131-6-E-15 USE: RES. WE5TMIN5TER //`— ` /� AL—BRfi'//—
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EX. STM GRATE
TOP=830.97
INV= 824.61-18"IN
INV= 824.54-I0"OUT
EX. STM GRATE �
TOP=830.25
INV= 824.30-16"IN
INV= 824.15-I5"OUT
3" WATER II
SERVICE LINE
WAPPACOMO
HALL
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50ALE: I" = 50'
NOTES:
1. PRIOR TO COMMENCING SITE WORK, A LAND DISTURBANCE PERMIT SHALL BE OBTAINED FROM THE FREDERICK COUNTY PUBLIC WORKS DEPARTMENT BY THE
CONTRACTOR.
2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ON -SITE DUST CONTROL IN ACCORDANCE WITH STANDARD 3.313 OF THE VIRCxINIA EROSION AND SEDIMENT
CONTROL HANDBOOK (VESCH).
3. ALL PROPOSED UTILITIES SHALL BE LOCATED UNDERGROUND.
4. ALL OUTDOOR LIGHTING SHALL BE SHIELDED TO PREVENT ANY ILLUMINATION OF ADJACENT PROPERTIES.
5. PER CHAPTER 11 OF BOCA, CONTRACTOR SHALL APPLY FOR SPECIAL INSPECTION OF FILL AREAS.
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DATE: 8/17/04 1
SCALE: 1" = 30'
DESIGNED BY: AS
FILE NO. 2039
SHEET 3 OF 8
106.01
Concrete
Footino
Diameter o 4'-8*+(l x Wall Thickness)
SECTION B-B
BRICK CONCRETE
OR
CONCRETE BLOCK
HALF PLAN VIEW
HALF SECTION A -A
WITH FRAME AND COVER REMOVED
BRICK CONCRETE
NOTES:
1. QUNTITIES SHOWN ARE FOR MANHOLE
WITHOUT PIPES. THE AMOUNT OtSPLACED
BY PIPES MUST BE DEDUCTED TO
OBTAIN TRUE O UANTfTIFS. 2. A BASE THICKNESS OF 9' WAS USED IN
COMPUTING CONCRETE QLIANTITIES.
3. INCREMENTS TO BE ADDED FOR EACH
ADDITIONAL FOOT OF DEPTH.
4. MATERULS MAY BE BRICK, CONCRETE OR
APPROVED CONCRETE MANHOLE BLOCK.
5. IF BLOCKS ARE USED TO MINIMUM
THICKNESS OF SAME IS TO BE 5'.
OTHER THICKNESSES ARE TO CONFORM
TO WALL THICKNESSES SHOWN FOR
CONCRETE
6. ALL CONCRETE TO BE CLASS A3.
7. WHEN SPECIFIED ON PUNS THE
INVERT fS TO BE SHAPED IN
ACCORDANCE WITH STANDARD IS-1.
a9 ,f N
MANHOLE FOR 12 -48 PIPE CULVERTS REFERENCEIII
VIRGINIA DEPARTMENT of 302
TRANSPORTATION
TABLE OF QUANTITIES
DEPTH
BRICK MANHOLE
CONCRETE
CONCRETE
BRICK
CONCRETE
FEET
THOUSANDS
C .
Y05. U
C S
4
0.5
0,785
1.437
5
0.7
0,785
1.699
6
0.9
0,785
1.961
7
0,785
2,223
8
1.2
0.785
2.4-85
9
114
0,785
2.747
10
6
0,785
3.009
12
2.2
0.970
3.817
13
2.5
0.970
4.179
14
2.8
0.970
4.541
15
3.1
0.970
4.903
16
3.4
0.970
5.265
INCREMENTS
0.45
-
0.582
% SECT ON STEEL. % SECTIOt CAST IRON
2, _ 71t
L2yA•x2A"xx" 1 -3� Lags to be
10'-4' long wet with collar
One welded NOT
E
TE
-__ joint L JB 1. 00" OF INLET (H) TO BE SHOWN ON PLANS.
FOR DEPTH GREATER THAN 10' USE STANDARD
A A 01-11A.
r I L J optional
Wald I I Brace Ribs 2. THE 'H' DIMENSION SHOWN ON THE STANDARDS
N all wnnectors 43.61bs. 66t3 Ibs. AND SPECIFIED ON THE PLANS WILL BE
to callor Including including N MEASURED FROM THE INVERT OF THE OUTFAL
_ _ wnnectoro lugs PIPE TO THE TOP OF THE STRUCTURE.
GAL, or CAST PLAN 'H' DIMENSIONS ARE APPROXIMATE ONLY
IRON %'xi h'x4' lugs FOR ESTIMATING PURPOSES AND THE ACTUAL
9 DIMENSIONS SHALL. BE DETERMINED BY THE
ye"x4' Stud Shear CONTRACTOR FROM FIELD CONDITIONS.
21 _ connectors
9K' 4�_2rr 9I 3. WHEN SPECIFIED ON THE PLANS THE INVERT is
TO BE SHAPED IN ACCORDANCE WiTH STANDARD
IS-1. THE COST OF FURNISHING AND PLACING ALL
PLAN SECTION B-B MATERIALS INCIDENTAL TO THE SHAPING IS TO BE
INCLUDED IN THE 810 PRICE FOR THE STRUCTURE
(Grate Removed)
�-gSL- f --i 4. IN THE EVENT THE INVERT OF THE O
PIPE IS HIGHER THAN THE BOTTOM OFF THE THE
STRUCTURE, THE INVERT OF THE STRUCTURE
a SHALL BE SHAPED WITH CEMENT MORTAR TO
IT PREVENT STANDING OR PONDING OF WATER
2 . IT IN THE STRUCTURE. THE COST OF FURNISHING
(- AND PLACING ALL MATERIALS INCIDENTAL TO
DIMENSIONS FOR THE SHAPING IS TO BE INCLUDED IN THE BID
CAST IRON ONLY PRICE FOR THE STRUCTURE-
5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0'
40_211 OR GREATER. FOR DETAILS SEE STANDARD ST-1.
6. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 7
* t/2' O4. weep hde 1_�+ 6x1 7. + 4X8' SMOOTH DOWELS AT APPROXIMATELY
12' C-C TO BE PLACED IN ALL AREAS ADJACENT
' min. 1 TO ABUTTING CONCRETE TO PREVENT
2
till • � ' �� � . � ADJACENT TO ABUTTING CONCRETE TO PREVENT
SETTLE4.61,.• 4• depth A99r. O 0 n T
T NOTCHM MAY
IN ROIEU OF DOWELS A T X 4'
H • • I !/66xa,78.a II F!RRCALT RNATTEE PDEE.SIIGGNN. SEE ST 0 T-DI-3,4
12•-15'-1Wor 24• 8. 3' DIAMETER WEEP HOLE TO BE LOCATED TO
DRAIN SUBBASE MATERIAL WEEP HOLE WITH
trNtrb , L O 12'X12' PLASTIC HARDWARE CLOTH 1/4" MESH
O O O DI GALVANIZED STEEL WIRE, MINIMUM H WIRE
N
.
METER 0.03' NUMBER 4 MESH HARDWARE
a OQ O'FOTHE STRUC URERNLY TO THE OUTSIDE
SECTION A -A L 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3
4i I � PSI). PRECAST CONCRETE IS TO BE
CONCRETE QUANTITIES FOR MIN. DEPTH 1' •/- 10. ANY ALTERNATE METHODS OF ANCHORAGE
MEETING THE APPROVAL OF THE ENGINEER
12' cone. pipe- 1.440 Cu. Yds. Concrete MAY BE SUBSTITUTED FOR THE CAST IRON
15' conc. pipe-1.528 Cu: Yds. Concrete LUGS AS SHOWN HEREON.
18' canc. pipe-1.620 Cu. Yde. Concrete a t)(•
24' odrlo. plpe-1.817 Cu. Yde. Concrete
Add 0.469 Qs. Yde. per additional root of depth. SECTION C-C SECTION O-D
GRATE DETAIL
APPROXIMATE WEIGHT
Cast Iron
Grate 363 t 18 lbs.
STANDARD DROP INLET SID
iC
12 -24 PIPE MAXIMUM DEPTH (H)=10'
VIRGINIA DEPARTMENT 233
of 302
1D4.ot TRANSPORTATION
w-aA-3B-x
r
For datal of inlet Frame & Cover
Sed. 10-7-
WE
I■
i�
-"`-�� E-Vadetxe-Mac 20'
I I8. 2r-A ! re B'�3
�\ Bore F - Bars E B
( \ 8• eWeep atbb
FRONT ELEVATION
(Gutter removed)
A
TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 k CG-7 STANDARDS.
TYPE B NOSE DETAIL SFWl BE USED WITH CG-2 STANDARDS.
GALVINIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68. 30'
CONNECTORS AND IS TO BE ANCHORED WITH 1/2' X 4' STUD SHEAR
WELDED TO BEM PLATE 2' C-C.
E.porulon Joint
wyw a tit Joint ea' a
1
Gutter
d
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Proposed
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DATE: 8/17/04
AA A
SCALE: V' I'$ _ 50
50
DESIGNED BY- AS
FILE NO. 2039
SHEET 6 OF 8
/
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WALKING
APPROX. LOG T ON U G TE E T�BL
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iilESTMINSTER CANTERBUR I
Erosion and Sediment Control Narrative
Project Description
The purpose of this project is to construct a service road and employee
parking areas. The purpose of this service road is for In9res5-egre55 of
employees, service, and maintenance vehicles only.
Existing Site Conditions
The site is currently sloping woods and brush in Frederick County. The
portion of the project lying in the City of Winchester Is paved and will
involve widening and overlaying the existing pavement.
Adjoining Properties
The adjoining property land uses are residential.
Soils
The coils in this area are classified as Frederick-PopIImento -Roc k
Outcrop complex. Permeability of this soil is moderate to moderately
slow, and the available water capacity is moderate. The erosion hazard
is severe.
Erosion Control Measures
Hold pre -construction meeting on site.
Install slit fencing.
Install construction entrance with wash rack.
Clear and grade site.
Install culverts, culvert inlet and outlet protection and check dams.
Upon completion of grading, stabilize the site.
Temporary Stabilization
Temporary stabilization shall be applied to any denuded areas of the site
that are not continuously worked within 14 days.
Permanent Stabilization
Permanent erosion control measures include the establishment of grass
on all surfaces not paved or built upon. Permanent stabilization shall be
accomplished In accordance with the seeding schedule below and Section
5.32 of the Virginia Erosion and Sediment Control Handbook.
Seeding Schedule
1. Topsoil shall be spread at a minimum depth of 4".
2. Pulverized agricultural limestone shall be incorporated into the topsoil
at a rate of 92 Ibs per 1,000 sf (2 tons per acre).
3. Fertilize with 10-10-10 at a rate of 23 Ibs per 1,000 sf (1,000 Ibs per
acre).
4. Seed mix consisting of 6-196' Kentucky 51 Tall Fescue and 55% Red
Glover.
5. Straw mulch shall be applied to all seeded areas at a rate of 3.500
Ibs per acre and anchored with cutback or emulsified asphalt at a rate
of 200 gallons per acre.
Maintenance Program
I. The contractor shall inspect all erosion and sediment control measures
after each rainfall and at least daily during prolonged rainfall. Damaged
or deficient areas shall be repaired or replaced immediately.
2. The contractor shall make a daily review of all areas of construction
activity to Insure erosion control effectiveness. Additional measures shall
be installed immediately where deficiencies are found.
3. 5ediment shall be removed when the sediment volume reaches one half
the height of the trapping device.
4. All required permits and fees to begin land disturbance shall be the
responsibility of the contractor.
Erosion and Sediment Control Notes
I. All vegetative, structural erosion, and sediment control practices shall
be constructed and maintained in accordance with the minimum standards
and specifications set forth in the latest edition of the Virginia Erosion
and Sediment Control Handbook and Virginia VR 625-02-00 Erosion and
Sediment Control Regulations.
2. The contractor shall install the silt fence and construction entrance as
shown in the plan prior to or as a first step in clearing.
3 Within seven days of reaching final grade, the contractor shall install
permanent stabilization to disturbed areas that are not to be paved or
built upon.
4. The contractor will contact the plan approving authority one week
prior to the commencement of land disturbing activity and one week prior
to final inspection.
5. The contractor is responsible for installation of any additional erosion
control measures necessary to prevent erosion and sedimentation as
determined by the plan approving authority.
6. A copy of the approved erosion and sediment control plan shall be
maintained on the site at all times.
7. The contractor is responsible for maintaining drainage of all disturbed
areas to sediment control devices at all times.
8. The contractor shall Inspect all erosion control measures periodically
and after each runoff producing rainfall event. Any necessary repairs of
cleanup to maintain the effectiveness of the erosion control devices shall
be made immediately.
F.t ER�
TY
OFF WIN WINCHESTE
METER VAULT
WESTMIN5TER _ r
CANTER3URY
F.C.5.A. TER�—
VAULT
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END SERVIC
/ / / / ROAD j
/ ZIP CONSTRUCT( N \
STA. 1f10 I
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RAMP
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„ _ —
LOADING
ER05ION/5ED IMENT CONTROL LEGEND
NO. KEY
5YMIBOL
322 GE
3.05
3.01 IP
3.08 GiP
3.18 OP
320
O
DESCRIPTION
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE
SILT FENCE
STORM DRAIN INLET PROTECTION
CULVERT INLET PROTECTION
OUTLET PROTECTION
ROCK CHECK DAMS
LIMITS OF CLEARING': s GRADING
DRAINAGE DIVIDES
CsU/
RATE INL f
1 P= 615.6(o ( \ \ f f
1'0
1 q /TJ F
•� ,
c xLU
EX. CURB TO -tvj
'3; BE REMOVED EX. PAYED PARKIN
ATE
i( L G T oLE / c P. F IDE
APItlIEHITE / E LP
ill T
ko
/
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EX. WOODS 419RUSH
WAS L�� NOTE- SCREENING FOR THESE SHADED AREAS - SEE SCReNINc% --
K�� si PLAN PREPARED B°t' .J�UCsC�gJ�I APitD'AS$QCIATEa; PAL/ANDSG fE
/RGkITECitFW SHEET I OF1_2�D-2�01=�,_AT�ACHE _ iSQ'THiS S2.
< b ""fir LIGHT I'MEE''•' '_ \
832
IPA l ' -.r' •/ "'.... `` .,_ 1 ^ ` — ...'• �
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Ex. TREES TO REMAIN
U .- PINE
/ 2 yy 12" WH. P E
TOP=830.9`� ( t \ ,� �,.J =: g/8 f TREE
i
INV= 824.61-IS"IN --
\ t `
INV= 824.54-IS"OUT U ( X
EX. STM GRATE
TOP=83025
INV= 824.30-I0"iN
INV= 824.15-I6"OUT
�-3" WATER
SERVICE LINE
WAPPACOMO —\
HALL
X .vo
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EX.INV=8 / 6
! ` I L I�
IP , T ' TREE
0
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TREE LEGEND
SYMBO
QUANTITY
NAME
HEIGHT AT TIME
OF PLANTING
REMARKS
SERVICE ROAD 4 PAR<ING
(
li
RED MAPLE
211CALIPER a
B45
_
roI ABOVE GRADE
NORTH PARKING ADDITION
I1
RED MAPLE
2" CALIPER ID
B4B
ro"ABOVE GRADE
RE5PON516LE LAND D15TURBER
NAME:
CERTIFICATION #:
DATE:
THE RE5PON515LE LAND D15TURPER
15 THE PARTY RESPONSIBLE FOR
CARRYING OUT THE LAND DISTURBING
ACTIVITY AS 5Ei FORTH IN THE PLANS.
DRAINAGE DIVIDES
Prim codominrnt leaders DO NOT prune ter ip
leader or branch tips
tipss
Prune ndbbing or
cross tx anctie,
Prune narrow crotch agles
aW water spouts
DO NOT STAKE WRAP / B broken branLhas
TRUNK UNLESS NECEC ESSARY. !c'/
REt-ZiVE ALL TA&S AND LA5EL5. Pyunis sL--kers
NO I THAN 2' CALIPER
AT 6' ABOVE GRADE. 2'-3' mulch kept away from trunk
6'Boll well to
L� contain water
Gut awoy all balling ropes and
Remove top of wire basket
Widen and score hole wall a- MAVENDED backfill son
Partially backflll, water to
Remove container and cut circling — — —) — settle sou, finish bockfilling
roots if container -gown, or as much
burlap as possible If field drown Leave solid call pedestal- do Area for water drainage
not dg deeper than ban depth
Dig hole 2-3 tines root ball wkith
TREE PLANTING DETAIL
NO SCALE
100 O 100 200
5GALE: 1" = 100'
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No, 022837
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DATE: 8/17/04
SCALE: 1" = 50'
DESIGNED BY: AS
FILE NO. 2039
SHEET 7 OF 8
STONE CONSTRUCTION ENTRANCE
70' MIN. EX67WO
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PAV£Y£NrrN
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8 WASHRACK
I r(OPTTONAL)
12' LW,
Lwor /t I I -••—POSNNE' D"MOE
COURSE AOWa4TE B rO SEDIMENT
rRAPPNC DEWW
• WSJ` EXTEND FULL WIDTH
OF WGRE55 AND EGRESS PL
AN LAN VIEW
SECTION A —A
]0' MIN.
BERM
REINFORCED CONCRETE -7 DRA/N SPACE
SECTION B-B
SOURCE ADAPlfD from 1983 Howland Standards tar Soil erosion and Sediment Control, and Vo. DSWC Plate 302-1
RUNOFF WATER
WITH SEDIMENT
GRAVEL AND WIRE MESH
DROP INLET SEDIMENT
FIL TER
18" MIN. `— GRAVEL�(12"MIN. DEPTH)
Li Li
11111 ' •� P
Qq eA
n',IIAll IIII a. I SEDIMENT WIRE WIRE MESH
FILTERED
WATER
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE
WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED,
BUT NOT WHERE PONDING AROUND THE STRUCTURE
MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE
TO ADJACENT STRUCTURES AND UNPROTECTED AREAS.
* GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE
AGGREGATE.
SOURCE: VA. DSWC PLATE. 3.07-2
SILT FENCE CULVERT INLET
PROTECTION
DISTANCE IS 6' MINIMUM IF FLOW
IS TOWARD EMBANKMENT
FLOW
OPTIONAL STONE COMBINATION
1.0' 1.5'
FLOW
—r- 2.5'
II
VDOT /3, j1357, y5, #56 OR #57 COARSE AGGREGATE CLASS i RIPRAP
TO REPLACE SILT FENCE IN ' HORSESHOE ' WHEN
HIGH VELOCITY OF FLOW IS EXPECTED
SOURCE: ADAPTED from VOOT Standard Sheets and Va. DSWC PLATE. 3.08-1
PIPE OUTLET CONDITIONS
A A,
'ME OUTLET TO FLAT
,REA WITH NO DEFINED
;HANNEL
La
d�—
SECTION A -A MnR CLOTH KEY IN 6"-s'; RECOMMMED FOR ENT= PERBLEM
3do (MIN.)
\��4���r1�,��s'� �j ' I. 5 • i ila s a
•
. •s 1 1 •1•' •r 1 s
I r I• -I•• •. �
I
1 1'
R 0 CK CHECK DAM
VDOT #1
COARSE AGGREGATE
FLOW
14
CLASS 1 RIPRAP
PLATE 3.20-1
SPACING BETWEEN CHECK DAMS
SOURCE: VA. DSWC
L = THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
PLATE. 3.20-2
TABLE 3.31-8
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
"QUICK REFERENCE FOR ALL REGIONS"
Rate
Planting Dates Species (Ibs./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
(Loliium multi-florum)
May 1 - Aug. 31 German Millet 50
(Setaria italics)
Seeding
Seed shall be evenly applied with a broadcast seeder, drill,
cultipacker seeder or hydroseeder. Small grains shall be
planted no more than one inch deep. Grasses and legumes
shall be planted with no less than 1 /4" soil cover.
TABLE 3.32-C
SITE SPECIFIC PERMANENT SEEDING MIXTURES
FOR APPALACHIAN/MOUNTAIN AREA
Total Lbs.
Minimum Care Lawn
Per Acre
- Commercial or Residential
200-250 lbs.
- Kentucky 31 or Turf -Type Tall Fescue
90-100%
- Improved Perennial Ryegrass *
0-10%
- Kentucky Bluegrass
0-10%
High -Maintenance Lawn
Minimum of three (3) up to five (5) varieties of
bluegrass from approved list for use in Virginia.
125 lbs.
General Slope (3:1 or less)
- Kentucky 31 Fescue
128 lbs.
- Red Top Grass
2 lbs.
- Seasonal Nurse Crop**
20 lbs.
150 lbs
Low -Maintenance Slope (Steeper than 3:1)
- Kentucky 31 Fescue
108 lbs.
- Red Top Grass
2 lbs.
- Seasonal Nurse Crop**
20 lbs.
- Crownvetch ***
20 lbs.
150 lbs
* Perennial Ryegrass will germinate faster and at lower
soil
temperatures than fescue, thereby providing cover and
erosion
resistance for seedbed.
** Use seasonal nurse crop in accordance with seeding
dates as
stated below:
March, April through May 15th
Annual Rye
May 16th through August 15th Foxtail Millet
August 16th through Sept.,Oct.
Annual Rye
November through February
Winter Rye
*** If Flatpeo 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 periods; add 10-20 lbs/acre in mixes.
BLOCK & GRAVEL CURB INLET
SEDIMENT FIL TER
CURB INLET
WAS yyy���HHH OVERFLOW FILTERED WATER
SEDIMENT _
SEDIMENT - I— iill 111111
iTF
- •'% I
WIRE SCREEN .�
2' X 4' WOOD STUD CURB INLET
SPECIAL APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE AT
CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY
TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE.
• GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE
SOURCE: VA. DSWC PLATE 3.07-8
59eldlaQ Notes s
I. Topsoil shall be spread at a depth of 4".
2. Pulverized agricultural limestone shall be incorporated into
the soil at a rate of ci2 lbs. per 1,000 sq. ft. (2 tons per
acre).
3. Fertilize with 10-10-10 at a rate of 23 Ibs. per I,000 sq.
ft. (1,000 lbs. per acre).
4. Seed mix shall consist of 61% Kentucky 31 Tall Fescue and
35% 5ericea Lespedeza applied at a rate of 120 lbs. per
acre.
5. Straw mulch shall be applied to all seeded areas at the
rate of 3,500 lbs. per acre and anchored with cutback or
emulsified asphalt applied at a rate of 200 gallons per
acre.
END -SECTION 12"-60" PIPE
Hub end on outlet end -sections
Spigot end on inlet end-sectlon�5�_
X
;�.
LENGTH
OF PIPEC B
34PpRI
or steel S�Op f
D
PAY UNE
SECTION X-X
Concrete to be
4000 PSI Min.
END -SECTION DIMENSIONS
A
B
C
D
E
4-
2'-0'
2'-0'
4'-0'
2'-0'
IMAM.
6"
V-3'
1'-9.4'-0'
2'-6'
9"2'-3'1-9
4-0
3 -09
1/2"
3'-7"
2'-6"
6'-1'
4'-0-
1'-0'
4'-6"
V-7 3/4'
6'-1 3/4'
5'-a'
36"
1'-3"
5'-3
2'-10 3/4
8'-1 3/4
6'-0"
42"
1'-9"
5'-3'
2'-11'
8 -2
6 -6
48'
2'-0"
6'-0"
2'-2'
8'-2'
7'-0'
54'
2'-3"
5'-5"
2'-9 1/4'
W-2 1/4'
7'-6"
60'
2'-11'
5'-0'
3'-3'
8'-3'
8'-0'
ALTERNATE END -SECTION 12" - 60" PIPE
Hub and on outlet end -sections
Spigot end on Inlet end -sections
X X]
SLOPE DETAIL
-_ f J Concrete to be
4000 PSI M,
n.
PLAN
C
-PAYDUNE—
SECTION X-X
END -SECTION DIMENSIONS
DIAM.
B
C
D
E
12-
2'-0'
'-1"
6'-1"
2'-0'
15'
6'
2'-3'
S-10'
6 -1
2'-6'
18 '
9'
- '
3'-10'
21'
9'
2'-11'
3'-2'
V-1"
Y-6-
24'
10"
S-7"
2 -8
6'-3"
4'-0'
27"
10 1/2"
4'-0"
2' 1 1/2'
W-1 1/2'
4'-6-
30- '
V-0"
4'-6"
V-7 3/4-
6'-1 3/4'
5'-0'
33'
V-1 1/2"
4'-1a 1 2•
Y-3 1/4-
8'- 1 3/4'
5'-6"
36'
V-3'
5'-3
V-10 3/4
W 1 3/4'
6 -0
42'
1'-9"
5'-3'
2'-11"
8 -2
6 -6
48'
2 -0
6'-0-
2'-2"
18 -2
7 -0
54' 1
2'-3" 1
5--5-
2'-11'
1 8'-4`
7'-6'
60'
2'-6
5'-0'
3'-3"
8'-3"
8'-0'
NOTE: Pipe lengths shown on plans are
based on End -Section design shown
on the left. If the contractor elects
to use the alternate design shown on
the right, lengths will be reduced by
the difference In dimension 'D".
SPECIFICATION FLARED END —SECTIONS FOR 12"— 60"CONCRETE PIPE CULVERTS
VIRGINIA DEPARTMENT
302 of
TRANSPORTATION 1 o2.o 1
NOTES:
1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. COMBINATION CURB & GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL
BE PAID FOR AS RADIAL COMBINATION CURB &
GUTTER.
4. FOR USE WiTH STABILIZED OPEN-GRADEO
DRAINAGE LAYER, THE BOTTOM OF THE CURB
AND GUTTER SHAIL BE CONSTRUCTED PARELLEL
TO THE SLOPE OF SUBBASE COURSES
AND TO THE DEPTH OF THE PAVEMENT.
2'R
5. THIS CURB IS TO BE USED WHEN DESIGN SPEED
IS 40 MPH OR LESS ON RURAL HIGHWAYS AND
45 MPH OR LESS IN DEVELOPED URBAN AND
SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE
EXCEEDED STANDARD CG-7 IS REQUIRED.
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The bottom of the curb and
gutter may be constructed
parallel to the slope of
2'-0' subbase courses provided a
minimum depth of 7' Is
maintained.
This area may be concrete
SPECIFICATION COMBINATION 6" CURB & GUTTER
105
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
201.03
4" REINFORCED CONCRETE
3000 PSI
4" SU156ASE (21-A STONE)
WIDTH vARIES
SEE SITE PLAN
1/4" = 1'
�-COMPACTED SUBGRADE
(W% DENSITY)
CONCRETE 5i1)EUJALK PETAiL
MOT TO SCALE)
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MARK D. SMITH
No.022837
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DATE: 8/17/04
SCALE: N/A
DESIGNED BY: AS
FILE NO. 2039
SHEET 8 OF 8
N.
Note:
See Sheet two of (2 of 2) for detailed layout of fence piaMings \
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Plant List
Abb
Botanic Name
Common Name
Oty
Size
Ar
Ajuga reptans'burgundy glow'
Burgundy Glow ajuga
1750
peat pots In flats of 50
Ck
Comus kousa
Kousa Dogwood
11
1.5-20c.c.
F
Forsythia intermedia
Border Forsythia
21
18 24"
Hsd
Hemerocailis'Stella D'Oro'
Stella D'Oro Dayliily
1341
gall. Cont
la
flex Opaca
American Holly
17
8-14'
iv
Itea virgininica
Virginia Sweetspire "Henrys GameV
2418.29
PS
Pinus Strobus
White Pine
2
6.8'
Vd
Viburnum dilatatum
Linden Viburnum
918-2,V
00
N.
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Notes:
/
1 There are also 40 evergreen shrubs to be installed along road and maintenance building as per proffer
selection of species was not determined by the proffer.
Contractor should make suggestion and get approval of the plant material from Westminster Canterbury
2 If Maples cannot be transplanted, they will be removed and replaced with new trees of equal or better size and variety a '�'#n. V
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3 White pine are to be planted on berm facing Old Fort Road to replace two pines not doing well
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Notes
cep Notes
1 All material should be the NO available for the value; fully branched with well -established root systems.
Wo bToiship should be of superior quality,
Landscape Contractor responsible for removal of all debris created by his work and leaving site in broom swept conditions.
Any damage to properly due to Landscape Contractor's work to be fixed immediately at Landscape Contractor's expense.
2 The Landscape Contractor shall inspect construction site to gain thorough knowledge of access and slope issues
priorto submitting his bid.
Any questions regarding onsite storage of materials etc. can be addressed to the Landscape Architect
PRIOR to submission of bid. The fine! bid should reflect all onsite conditions and storagelaccess concerns.
3 tairdscape Contractor to be responsible for conducting soil analysis for and amending existing soils if needed.
Contractor will be expected to mace any plant material that performs marginally due to PH or other soil related problems.
9 there is a problem due to soil conditions, the contractor is to notify Landscape Architect or Client PRIOR to installation
for adjustments to be made. Any adjustments required after installation is to be responsibility of Landscape Contractor.
4 The Landscape Contractor shall have investigated the sources of supply and satisfied himself that he can supply
all the plants specified on the drawing in the size and quality noted before submitting the final bid
No substitutions shall be made however without consent of Client in writing.
s Fallwe tb take above mendon pr ecauilons will not relieve the successful bidder from the
responsibl W for furnishing mid Installing all the Items In accordance with the contract documents
Pricing
In order to provide a basis for change orders:
AN bids to hxhxle unit costs of all plant material Including Installation.
Bed preparation and hydro seeding have a unit cost on a square footage basis
Hourly rate of all personnel working on the job to be Included
Conatrrxtionl installation Surds
All conshucfion and Installation standards including but not limited to soil preparation; plant installation; seeding;
not speaTically addressed on these documents will adhere to the following:
z
Landscape motion Guidermes 0
66 Edition �
Published by the Landscape Contractors Association of MD -DC -VA W
Copies can be purchased from the above -mentioned Association by calling
301-948-NIO a'
Plan"
1 All pamnniatl annual beds to be filled and have amendments added per specifaction noted above
a All shrub masses ( two or more shrubs spaced closer than 6' on ctr.) to be planted in a single mulched bed.
Grading
1 All Plant Beds to have positive drainage as required for the specified plant material for that bed.
2 if plants are to be installed in areas that show obvious poor drainage, and the plants are inappropriate for that condition;
the landscape contractor eW notify the owner and the owners representative. \ A
3 Contractor to assume that final grades on as plant beds will conform to overall drainage plan prepared by Greenway Engineering.
There Is to be no standing water on any of the project site on completion, no water shall nun to any buildings.
4 if used; drainage pipe will have minimum sloe as required for positive -drainage, be a min. of 12' below grade and nm until daylight.
Layout
1 Ali plantings in front of proposed screening fence to be located off the fence after ifs installation.
Flowering ttm in front of fence to be centered between the road and fence
2Aaga in 06undmver beds to run from edge of d#111y bed to road edge.
3 Holly trees will be located off the proposed fence, once the fence Is located.
4 Shrubs along woods and 4ansplaMed Maples are to be located in field with Landscape Architect
s Evergreen Screen along mabrtenance building
To be located in field with flags and be approved by Westminster Canterbury
These are to be Installed in individually with each plant being mulched according to standards noted, -'--
Schedule
1 Fall2004
American Holly, proffered evergreen shrubs are to be Installed once road is field located -
Forsythia, [tea, Viburnum all Wong Old Fort Road are to be installed, White Pine to be replaced
2 At Compiefion of Project .
Dogwood, Dayliily and Ajuga to be installed once fence Is completed.
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20 10 0 20 40 FUZ N0.
SCALE: 1" = 20' SHEE"P L OF- 2
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Ilex Opaca (17)
Trees to be planted in groundcover bed
in line 4'-00" off from fence. Trees are to be
equal spaced and centered on each section of 1
Fence _
Brick Columns
Wood interior
To be -located in field after road is located
Comus kousa (11)
Trees to be planted in groundcover bed
Trees are to be equal spaced and centered on each section of fence
located halfway between edge of proposed road and proposed fence
Run bed from edge of daylilly to edge of roac
install Ajuga reptans'Burgandy Glov'
12" on ctr in equal spacing throughout bed.
Shade' trees
(approximata Map) To be planted in groundcover bed in two lines beginnino"2'-00" off fence.
Plants are to be equal spaced 18" on center.and centered on each section of fence
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