HomeMy WebLinkAbout70-04 Carnew One - Business Park - Back Creek - Backfile®®®® ®® ®® ® ® ® ® ® ®
LEGEND FCSA CONSTRUCTION NOTES VDOT GENERAL NOTESV'I I ITS A 1 �i
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EXISTING FEATURES
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EXISTING EDGE OF PAVEMENT EX EP
1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com
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2. The water and sanitary, sewer portion of these plans are valid for two years from date of FCSA approval.
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3. Water and sewer lines are to be constructed In accordance with these. plans and shall meet all Authorityrequirements.
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VI. All work on this project shall conform to the current editions and latest revisions to the Virginia Department of
Transportation (VOOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control
Regulations, and an other applicable state, federal or local regulations a applicable. In case of a discrepancy or
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EXISTING EDGE' OF c,RAL✓EL ..__,_w _............ w... _.. . _____� ..... .... ......_
4• The contractorr shall coordinate with, and arrange for inspection by, the Authority,
conflict between the Standards or Specifications and Regulations, the most stringent shall govern.
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S. When an existing water main is tapped for the installation of a new line:
a) The Authority steal/ furnish all labor and material.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety & Health
Administration (OSHA), and Virginia Occupational Safety & Health (VO'SH) Rules & Regulations.
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EXISTING CURB AND GUTTER c X CG 6
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E�: IN;iERN,IEDIATE CONTOUR
b) the developer/contractor must:
1. make application and pay deposit.
2, mark the tap location,
V3. When working on VOOT right-of-way, all traffic control whether permanent or temporary, shall be in
accordance with the current edition of VDG►Ts Work Area Protection Manual. Furthermore, all traffic control
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flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road & Bria`ge Specifications.
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E�C'ISTING INDEX CONTOUR
6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole.
7. Exact locations lines to be the Authority's Inspector.
V4. The deve% er shall be responsible for relocating, at his expense, an and al! utilities including
P P 9. P Y g traffic signal
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EXISTING SPOT ELEVA TION - 'poles,
of water and sewer services on new are coordinated with
junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole
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EXISTING TELEPHONE LINE - - "
8. The Authority's maintenance department shall furnish and install all water meter through 2" in size.
,It is the deviceloper'slicontraictor's responsibility to have the meter box assembly installed correctly.
responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the
proposed construction activity. VOOT approval of these plans does not indemnify the developer from this
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Before is installed:
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EXISTING SANITARY' SEWER .. , CM" .....n,_ Fw "•°
a permanent meter
a) The meter box, with its frame. and cover, must properly aligned with the co+ppersetter.
responsibility.
V5. Design features relating to field construction, regulations, and control or safety of traffic be subject to
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b) The frame and cover shall be set to final grade.
,may
change as deemed necessaco
ry by VDOT, Any additional expense incurred as a result of any field revision shall
SCALE 1 2000'
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EXISTING ELECTRIC SERVICE' -~ - - -
c) The distance between the top of the cover and the coppersetter shall be between 18" and 21 ",
be the responsibility of the deve%per,
PROJECT INFORMA TI I
EXISTING GAS LINE - -
d) All components of the meter box assembly shall be in proper working order:
9. For water anal sewer services that connect to existing lines:
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VOOT land use
permits for any, work on VOOT right -of- way.
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a) The location the service lateral /s to be the Authority's Engineering Assistant.
Owner DevelopE�r Contractor
Ralph S. Gregory Carnew One, LLG' Commonwealth Design & Build
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EXISTING STORM SEWER' } ,; , ,. :: __ _._. _, _.
EXISTING FENCE LINE
of coordinated with
b) An Application for Service must be made and fees paid before work will begin.
5 3 " 1 water services.
c) The Authority shall furnish and install /8 /�
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
d) For al/ 1 i/2 " and 2" water services, the Authority shall make the tap and bring the piping to the
and VDOT prior to initiation of work.
P.O. Box .520 212 Little Pond Lane 180-9 Prosperity Drive
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Stephens City, VA 22655
p y, Winchester, VA. 226'03 Winchester, VA �.2602
E�C'ISTI'NG DITCH LINE -- -- -- -" - ---- -- - - - - -
property line. The contractor, shall furnish and install the meter vault assembly. The Authority will
VS. The contractor shall notifythe local VDOT Residency Office when work is to begin or cease for any, undetermined
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Phone - 540 869-3500 Phone - 540 667-9708
( ) ( ) (540) 869-0308
EXISTING WATERLINE W,✓ TEE" ��°°xw-� ,. a... F- a_y���. �w
install the meter.
e) The Authority will install all sewer laterals.
length of time. VDOT requires 48 hours advance notice prior to any required or, requested inspection.
Contact: Kathleen Diamond Contact: Ben Montgomery
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EXISTING FIRE HYDRANT EX. Eq
10. .Any water service line must have a backf/ow assembly (double check valve or RPZ, as required). The assembly
Standard
Standa
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
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PropeyrEData Building Setbacks Per Code Proposed
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EXISTING WATER VAILVE:�..,� .....•
must meet ASSE No. 1015 or 1013.
Virginia Erosion & Sediment Control Handbook. Furthermore,, access to other properties affected by this project.
Tax Map Number 75-((3))-18 Front: 35 36,.0
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EXISTING REDUCER ��„� �"
11. Al/ fire lines shall have a fire service meter assembly and a backf/ow prevention assembly (detector double
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check valve or a RPZ, as required). The assembly shall meet ASSE Standard No. 1048 or 1047. Radio, read
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
Address Sulky Drive Left Side: 0' 13.0'
Area 0.804 acres Right Side: 0' 3.0'
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ct l measures on a continuous basis for proper installation and
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Rear (I-81): 50' 50.6'
ZoninLegal
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EXIISThNG TREE DRIP LINE .: �w. �, - _.,-�
remotes are required.
Defi+a"enciession
Operation.shall
bepromptly rectified.
Legal
References 08 913 PG 1429
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VI 0. Contractor shall ensure adequate drainage is achieved and mainta/red' the site during and at the end of
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Existing Use Vacant Parking Per Code Pro
Proposed Use General Office Front: 5' 27..0'
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GENERAL NOTES
PROPOSED FEATURES
construction.
Left Side: 5 5.0
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V11. All water and sewer lines within existing or proposed VOOT right-of-way shall have a minimum thirty-six (36)
Right Side: 5' S. D'
Zoning Data Rear: 5'
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PROPOSED EDGE OF PAVEMENT PROP EP -
1. Permits must be issued from VDOT prior to any construction in a public right-of-way,
inches cover and when possible shall be installed under roadway drainage facilities at conflict points.
Open Space Minimum 15% = 5,251 sf
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PROPOSED EDGE OF GRAVEL PROP IrG
2. The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way.
V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves etc, encountered
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during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work
Open Space Proposed 34% = 11,937 sf
F.A.R. Maximum 1.0
F.A.R. Proposed
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3. The contractor will remove all mud and debris from the public right of way that is left by vehicles entering
shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT.
0.25 Use For Par k�cn Unit _t5 Si t
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PROP. CURB & GUTTER PROP C:G-6
and leaving the site.
Pr. General Office: 8,650 1 per.?50 sf
V13. All fill areas borrow material and undercut areas shall be inspected and approved b a VDOT representative prior
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Building Data
Loading Space: 8,650 1 per 30,000 sf
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PROP. ,REVERSE CURB & GUT-7-ER ��! 'ROF CG 6R7777
4. Any damage to neighboring properties including count roads and sidewalks caused b , the development of
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this site will tie the responsibility of the developer. All damage must be repaired to original conditions.
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to placement and fill. Where CBR testing is� required,, a VDOT representative shall be present to insure the
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sample obtained is representative of the location. When samples to laboratories for
Type of Construction Both are 2C -Metal
Proposed Use General &
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soil are submitted private
Office Computer
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5. A entrance must be installed in the "Virginia Erosion Sediment Control
testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and
Back -Up Room
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PROPOSED CONTOUR -5O®
construction accordance with and
Handbook" Section 3.02. The contractor must maintain this access for the duration of the project.
that testing shall be performed in accordance with all applicable VDOT'standards and procedures.
Proposed Area 8,650 sf total Total Parking Spaces Required 35
Proposed Parkins/ Spaces 35
+ � ® z v
Height Maximum 35 feet
PROPOSED SPOT ELE NATION +5i��
6. The contractor will be responsible for adequate and positive drainage of this site,
V14. All roadway fill,, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6)
inch lifts to 959✓o of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus
Height Proposed 28 feet
# of Handicap Spaces Required 2
,
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PROPOSED STORM SEWER PROP. 2 ADS ����_
7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction.
2% of o timurn moisture.for the full width of an dedicated street right-of-way. At the direction of VDOT,
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d'ensit:y tests shall be performed by a qualified independent agency in accordance with VOOT' Road and Bridge
S' Certified test be to VOOT daily,
Handicap Spaces 2
Sign Data,,'
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PROPOSED SANITARY SEWER S - 'S --- S --
8. All construction will be d6ne following the laws and guidelines set forth b OSHA and BOSH.
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ecifications. copies of a!/ reports shall submitted unless specified otherwise.
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# of Loading Spaces Required 1
Sign Area Allowed 100 sf q
Pr. Loading Spaces 1
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PROPOSED TELEPHONE ---- ~i ----_- ? -- --- .,. ----
9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site
V15. V'DOT' Standard CD and"UD underdrains shall be installed where indicated on these plans and/or as specified by
VDDOT:
Sign Area Proposed 100 st`
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PROPOSED ELECTRIC -
conditions.
Sign Height Allowed 35 feet
PROPOSED GAS LINE -
10. The developer is responsible for the relocation of any utilities required by this site plan.
VI 6. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VOOT
minimum design standards and is' the responsibility of the developer.
Sign Height Proposed 35 feet
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11. All Erosion and Sediment Control devices shown on this site plan steal/ be installed prior to construct/on.
PROPOSED WATER LINE -
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12. All controlled fill must be compacted to a minimum of 95 /o density following Method A ' of the Standard
V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed
by the developer or, at VD07"'s discretion, by VDOT on an account receivable basis following the Manual On
,
t" Ct Numbers
Sealsl "J 'Signatures
PROPOSED WATER l�lETEr4 (� 7 WIN/
ProctorASTM D698, AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or
must be inspected by A
Uniform Traffic Control Devices.
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PROPOSED FIRE" HYDRANT pq PROP. FH'
pavement and approved a professional soils engineer. geotechnical report supersedes
this ,note if provided.
VI8. The developer provide to the VOOT Residency Office a list of all material sources to the start
13. The contractor is responsible for contacting MISS UTILITY prior to any site work. All utilities shown on this plan
are approximate locations and not all utilities may be shown.
,must prior of
construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided
to the, local VOOT Residency Office prior to acceptance of that work. Unit and total prices may be obscured.
Engineering Firm:_
Mont Montgomery &Associates 540 869-03'08
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Surveying Firm.
PLTH OF PXTH OF
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COMMON LABELS & f=EATURES
V19. A base
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Gr:-yV1/olfe, Inc. (540) 545-78�.3
14. The contractor will contain all litter and debris on -site. The work must be left in an orderly manner of the end
re ate and subbase materials shall be laced on subgrade b means of a mechanical spreader. Dens/ r
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will be determined usingthe density control strip in accordance with Section 304 of the VOOT Road and Bridge
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ZorBing ,Enforcement:
Department of Planning ("i40) 665-565�(
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�� E3E N:IAM I N C. y v y
GARY R. SATESUJ
NI C7 N f G ®M E RY
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PROPERTY LINE OF PROJECT ®®
of each �rorkalay.
15. An be during
Specifications and L?M-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
Site Inspections:
No. 030 342 � No. 151$-B
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NEIGHBORING R ROPERT) LINES -
EASEMENT LINE -
approved set of site plans must on -site the construction process.
The contractor will notify all utility companies pr/or to excavat/on w/thin easements.
VDOT representative shall be notified and given the opportunity to be present during the construction and testing
of the density control strip.
Department of Inspections (54-0) 665-5650
Erosion and Sediment Control:
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PROPERTY CORNER FOUND (OD
17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty
days.
V20. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VDOT Road and Bridge
Department of Public Works (540) 665-5643
Sanit r Sewer and Water:'
V SURv�yU
Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76.
A. certified compaction technician shall these tests. Certified the test be
Fred. Co. Sanitation Authority (540) 869-1061
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PARKING SPACE TOTALS @
perform copies of reports shall submitted
to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be
during the testing the
Telephone: Verazon 301 954- 6282
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Electric: Allegheny Power (80L)) 654-3317
THESE PLANS ,ARE IN CONFORMANCE' WITH COUNTY Of"
FREDER.ICK STANDARDS AND ORDINANCES. ANY DEVIATION
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ADA HANDICAP PARKING STALL
E TMEN T I PECT1 T EEa
present construction and of control strip.
Gas: ( ) �-
Shenandoah Gas Co. 540 86 ► 1111
OR CHANGE. IN THESE PLANS SHALL BE APPROVED BY THE
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V21. In accordance with Section 302. 03, the foundations for pipe culverts thirty-six (36) inches and larger shall be
below the bottom the to determine
MISS UTILITY.- 1-800'-552'-7001
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ZONING ADMINISTRAT OR PRIOR TO CONSTRUCTION,
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SIGNS
1. Building(s) ,must` comply with the Virginia Uniform Statewide Building Code Sections 304 (Business) and the International
Bu//ding Code/2000. Other codes that apply are CABO A117.1-98 Accessibility the Usable Building & Fac/0/tlee;,
explored of excavation the type and condition of the foundation. The
report
contractor shall re ort findin s of foundation ex /oration to the en ineer and VOOT fora approval prior to placing
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SANITARY MANHOLE IDENTIFIER q
and
2. The requirements in BOCA mandate either a fire wall (Section 707) or a fire suppression system if height area
Foundation designs shall comply i
pipe. 9 ply with VDOT Road and Bridge Standard PB-1. Where sofl., yielding, or
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and
otherwise unsuitable foundation is encountered, the foundation design and,/or need for foundation stabilization
Ca
Maximum,
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STORM' DA4IN STRUCTURE IDENTIFIER C'J
limitations are exceeded for the type of construction under Table 507 of BOCA.
3. A design professional licensed' of the Commonwealth of Virginia shall seal the structural plans submitted for building
permits. Plans must show all ingress/egress locations to the exterior CABO 117.1-92 and meet requirements
shall be determinedby the engineer and approved by VDOT.
V22. Approval of this plan shall expire three (3) years from the date of the approval letter.
Environmental Exissting Disturbance Proposed'
Features Acreage? Allowed Disturbance
1. Exterior lighting will be provided by wall -pack
lights attached to the building & lightpoles.
2. All lights be directed to
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LIGHT ,POLES
per of
Chapter 17 of BOCA.
will shielded or prevent
on neighboring
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4. Maximum slope across. handicap g o q 9 ,_
p p parkin, stalls shall not exceed 2 /a�. All required egress doors shall be accessible to a
V23. VOOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT.
Flood ,lain 0 acres ®% 0%
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glare properties.
3. Outdoor trash receptacles will be in an enclosed
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LC>CAT,ION OF TEST PITS
min, exterior area for assisted' rescue, section 1003.2.13.7 IBC ; Nate fire ratings around this door if this sect/on is utilzed.
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5' The 20'00 International Building Cade can be utilized for building design.
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V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with
Lakes & Ponds 0 acres o o
0 % 0 /°
Wet/ands >1AC 0 acres 0% 0%
six (6) foot fence.
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VDOTs installation criteria. Final approval of guardrail layout to be given by VDOT after grading is mostly complete.
4. This project will not disturb an environmental
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Sinkholes 0 acres 0% 0%
features as defined by the Frederick County
FIE MARSHALL GENERAL ✓ L T
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T I E® Tl %"Aq
Natural S. W. 0 acres 10% 0%
Retention Areas
Zoning Ordinance.
5. The owner will be responsible for obtaining or
EROSION & SEDIMENT CONTROL FE:ATU,RE.S
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Steep Slopes >50% 0 acres 2.5% 0%
Woodlands 0 acres 2.5% 0%
granting easements shown on this plan.
6. Easements willbe recorded and copies sent to the
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1. An inspection by the Fire Marshall's office will determine where curbing must be painted yellow.
IN'LE? PROTECTION 0� /P
2. "No Parking -Fire Lane" signs will be placed on the site by the Fire Marshall's direction.
DATA TAKE FROM THE L % MANUAL 7th EDITION
parties involved.
7. All utilities that will service this site must be
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OUTLET PROTECTION
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3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall.
4. Burning brush of natural vegetation requires a Burning construction debris is
a- P - i r a
BUSINESS PARK ( CLASS 770) 12.76 PER 1,0100 Sf X 81650 Sf ® 11 VMS
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placed underground.
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piles permit. prohibited.
5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed,
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CHECKDAM ® CD
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E P I lDISTURBERw
DIVERSIONDIKE - �•- ®-- DO
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SILT FENCE W/ WIRE SUPPORT
NAME:
County
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Frederick Zoning Administrator Date
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SILT FENCE W/O WIRE SUPPORT - - SF
CERTIFICATION
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1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations
1. Site Plan approval from VOOT will expire three (3) years from the date of the approval letter.
SE;DIM�ENT TRAP' ��= (Si)
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and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities.
2. Tress and shrubs be healthy free insect larvae, disease. The
2. Frederic;k County Zoning Administrator approval expires at five (5) Nears from the date of site plan approval.
3. The Frederick County Sanitation Authority approval is valid for two years from date of approval. If construction is
DATE: DEC. 6 2004
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shall and of eggs, and plants shall have ample roots
1. The Responsible. Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in
and be well branched. The planter shall guarantee all plants for one year
not in progress at the end of this period; Authority approval shall be void.
the plans.
4. The Frederick County Department of Public [Yorks approval is not enough to begin site development.. The
SCALE:. N/A
CONSTRUCTION ENTRANCE (
2. Note: An on -site pre -construction meeting is required with the Owner, Site Contractor Public Works / ner
& Des9
to
3• Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided
to the owner.
owner/contractor must obtain a Land Disturbance Permit and agree, to periodic inspections. shall' be void.
5. The Frederick County Department of Inspections approval does not constitute a building permit. Building plans
FILE NO. D144
prior commencing any site work.
must be submitted and approved prior to constructing any, structure. Furthermore, the site must meet all AD.A
3. The contractor will possess a Land Disturbance Permit` prior to any site work or construction.
4. Plant substitutions will be allowed with the approval of the owner and the Frederick County Planning Department.
requirements and be approved by Inspections.
SHEET 1 OF 3
6"dia. schedule 40 steel
pipe filled with concrete
3
and painted yellow
7
2
1--6„
18" dia.
Cor1CfE:le
ri,
IiL``—
encasement
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3,
BOLLARD
DETAIL
FIRE HYDRANTASSEMBLY
Figure 8
SDR 35 spigot SDR 35 spigot by
by gasketed SDR 21 gasketed
bell 45 bend `bell adapter
(see rlote) /
x 6" deep
locator marker
chanical joint
veI tee with
)ranch
2'
'.
• f • b' !^u?:t.
_
::i:W,/lY,>;7i, F. 'or" ��A?:': .•icb7rCYiti;.1.!4."`S.. i„Wi•
�R
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f N •.^w..,," h`;J, NS•�^ .".hT `+' ..'
Y
4Is
,,.yl
1
3' minimum
\_SDIR
21 gasketed
SDR 35 8'S(4"
pipe and fittings
gasketed bell wye
SCH
(sae note)
solvent
r
weld cap
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property
lime
'-R[ma.acQc¢�5.ce[ata�aRzcvsaca[aca�sxt�a�Q.cce�e��;cecQc¢c
18
location marker
stone -� s
4" pipe at 2.00
minimum grade
concrete cradle if top
of main is greater
than 15' deep
36" miin.
cover
treated 2'k 4" with
top 6" painted green
Note: If top of main is
greater than 15 ft deep
use heavy wall SDR 35
GRAVITiI(SEWIER SERVICE LATERAL
Figure 14
METER BOX and COVER
METER SIZE
METER 13OX
METER BOX COVER
5/8'S(3/4" or 3/4"
18 in. Dia.
Non -Traffic
IM32C-PW
Traffic
A32HH
1"
24 in. Dia.
Non -Traffic
MC-30 (Frame) WITH RNIL-I-T (Top Lid)
Traffic
MC-30 (Frame) WITH RMIL-12-T (Top Lid)
Opposite Side-
meter Ibox
and cover
18"-21"
3" stone
surrounding box
treated 2'k 4" with
top 6" painted blue
- fyc.nyncf a r.uu y 1 coupling /
(PET) 200 psi with SS inser¢s (PJX FIP) C14-44
at all connections with SS Inert and
MIP plastic plug
Same Side
COP13ERSETTER
meter Opposite Side Same Side
size
5/8'S(314" VBHC7218WD-44-44-B4 V6HC82-10WD44-44-B4
3/4" VBHC72-18WD-44-44-841 VBHC82-18WD-44-44-B4
1" VBHC74-15WD-44-44-B4 - N/A -
INSTALLATION NOTES:
1. Exact location of meter box assembly to be approved priorto installation.
2. Water service crossing street:
c
a Encase in 3 diameberSCH40 PVC or ire. The piping s from one sidewalk,
o pipe. p p g hall run fr foot beyond , dewalk, across the
street, to one foot beyond sidewalk.
b) Install 12 gauge insulated copper wire (for line bracing) from corp stop to into the meter box [wrap wire around corp.
shop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball) valve],
508'"A3hP', 3/411 & 11" METER INSTALLATION
(4 FOOT COVER)
Figure 5
R
finished grade
�'W9,
VALCO, Inc
KEW Q
Fig. No 71 BOB
with lid marked
lid
"SEWER'
bottom section -
of box
SDR 35
gasketed bell wye
sanitary
(see note)
sewer main
SDR 21
cast iron cleanout cap with brass
/ plug must be 8" from the top of the
`ssc`�rrew�type adjustable box
square concrete
_ skid pad
20'k 20'k 6" deep
cast iron cleanout cap with brass
plug having a countersunk square
plead Panella Model PA4SV-CSK (4')
SDR 21 - cleanout pipe
brick base
w�:"•u' SDR 35 spigot by
,%SDR 21 gasketed
.,,, ,.bell adapter
•.••.•SDR 35 gasketed
C'-bell 45' bend
6" stone bedding
NOTE : If top of sewer main is greater than 15' deep,
then wye and bend to be heavy wall SDR35.
SIEWER CLEANOUT
Figure 16;
R7--8 HANDICAP
PARKING S/GAL
RESERVED 1
PARKING MAY BE PLACED
INTERNATIONAL SYMBOL ON ONE BLANK.
OF ACCESSIBILITY ADJUSTING THE
REQUIRED HEIGHT
iF REQUIRED TO ACCOMMODATE
\ THE ADDITIONAL
LINES
VAN
ACCESSIBLE
REQUIRED N
P-NALTY $10Q-5061 EFFECTIVE
JULY 1, 199,8
TOW —AWAY ZONE Z
PARKING SURFACE �—
CONCRETE WHEEL STOP ,
(IF REQUIRED)
HANDICAP PARKING SIGN DETAIL
(NOT TO SCALE)
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TAPER PROFILE
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1. H/C SPACES' MAY NOT EXCEED A 29 SLOPE
2. R41MP BUILT TO VDOT CC-12 STANDARDS
J. WHITE STRIPING SHOULD BE 3" WIDE.
4. H/IC SIGNS TO BE SET 3' BEHIND SIDEWALK OR
MOUNTED TO BUILDING lF POSSIBL-E.
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CURBING
TYPICAL INST4LLATION OF LIG'HTPOLES
BEHIND CURB & GUTTER
Lighting General Notes:
1, Proposed Lights for this project are Hubbell RCSA-400ST
(400 Watt) Lights or equivalent.
2• Lighting must be installed so as not to produce glare onto
neighbors and roadway.
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SOPFA,CNG AS NA1,1LIRE
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INSTALL r1RE HYDRANT AT
THE END OF D'ISTING LINE. p'
HYDRANT OUST OBE AT LEAST
3 FROM "PAVEMENT EDGE W
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339� 321 F
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p ,O SIGN lOD E y ni VE7ERAA1 OF f ORC /V !lV 1 R' "
SF IN AREA,
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PAR' s, GRE-ORY
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TREAT WOODEN f'ANEL•S WITH WATER SEALANT.
Stormwater Management Note
This ,site is served by an approved and installed
regional stormwater management pond located
at the southern end of the park.
2" OF SM-2A
6" OF 21-B COMPACTED TO
/ 95Z DENSITY
SUBGRADE FREE OF ORGANICS
& COMPACTED TO 95% DENSITY' TYPICAL 6" TALL BY 8' WIDE DOG-EARED FENCE
PANEL. INSTALL ON 4'X4'X8' TREATED POSTS SET
TYPICAL PAVEMENT :SECTION ' D
DIRECTLY UNDER THE PARKING DUMPSTEk fNCE DETAIL
SPACES N. T S.
1.5" OF SM-2A �/�-112
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3" OF BM-2 i i i 1 1 1 1 ��1 i 1 1
8" OF 21-B COMPACTED TO
959 DENSITY
SUBGRADE FREE OF ORGANICS
& COMPACTED TO 95q" DENSITY
TYPICAL PAVEMENT SECTION UNDER
ENTRANCE, DRIVE AISLES, AND
INSTAL!' GATES ONTO 16'X6" POSTS
INSTALL OPAQUE ,FENCE AROUND THE REST OF THE DUMPSTER TO
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LOADING AREAS PROVIDE ;SCREENING w
-- TREAT WOODEN PANEL GATES WITH WATER SEALANT Z w
:'•..; 4 OF 3000 PSI CONCRETE W/ DUMPSTER GATE DETAIL FIBER 0
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ro.
0 G 4" OF 21-8 COMPACTED TO I W
^�' l 959 DENSITY Seals and.Signatures LU a
SUBGRADE FREE OF ORGANICS w
& COMPACTED TO 957. DENSITY' ' a
�PLTH plc 1, LPL f H OF >
TYPICAL SIDEWALK SECTION ��" j�f' ��� r�� �
BENJ,AMIN C. may! Ln
GARY R. OATESi W 0
MONTGOIAERY
_`0 No.0303-42
No.:1518-B Q ,�
8 OF 3000 PS/ CONCRETE W/ WOVEN U,�
WIRE- REINFORCEMENT FSI G� �qJ
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8 OF 21-B COMPACTED TO
A'�
DATE: DEC. 6, 2004
lQ 95X DENSITY
� SUBGRADE FREE OF ORGANICS
THESE PLANS AIRS IN CONFORMANCE WITH COUNTY OF
SCALE: 1" _ 20'
FILE NO. 0144
& COMPACTED TO 95% DENSITY'
FREDERICK STANDARDS AND ORDINANt:ES, ANY DEVIATION
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE
SHEET 2 OF 3
TYPICAL DIUMPSTER SECT/ON
:�ONl'NGADMINIS7RATi9R PRIOR TO CONSTRUCTION,
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73
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EROSION & SEDIMENT CONTROL STANDARDS
E & S CONTROL NARRATIVE
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SILT FENCE WITH WIRE SUPPORT SF ' ; w
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Project Description
1, Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is
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reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas
that may not be at final grade but will remain dormant for longer than 30 days, Permanent stabilization shall be
This site is located in the Battlefield Business Park on the east
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applied to areas that are to be left dormant for more than one year,
side of Sulky Drive. The purpose of this development for the
construction of 8,650 sq, ft. of buildings to be used for aces
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2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment
and
computers. This development also has parking and drive
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trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of al/ sort
aisles for access,
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stockpiles on site as well as borrow areas and soil intentionally transported from the project site.
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3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent
is that is to
Existing Site Conditions
vegetation shall not be considered established until a ground cover achieved uniform, mature enough
survive and will inhibit erosion,
The lot is a vacant field. The ground cover is grass with some.;
brush along the eastern side.
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4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall
be first in land -disturbing shall be made functional before upstream land
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constructed as a step any activity and
disturbance takes place.
Adjacent
Parcels
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The adjacent are a vacant lot like this one.
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5, Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after
installation.
basins be designed based the total drainage to be
parcels
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6,Sediment traps and sediment shall and constructed upon area
"Soils
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served by the trap or basin.
a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap
The soils types determined from the USDA's Survey of
Frederick County, VA"shows Carbo-Oaklet rocky silt /oams
classified as #6C. This soil is predominately yellowish brown silt
`'' • ' • ' �'' �' `
shall only control drainage areas less than three acres,
/oams over bedrock and offers severe erosion hazards, Topsoil
'•
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b,Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three
acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic
on this site appears to be 9" thick with rock outcroppings.
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Erosion
Control Program
e area, The outfall system shall at a minimum maintain the structural integrity of the basin
yards per acre of drainage ea, y g ty
during a twenty-five year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to
a bare earth condition or those conditions expected to exist while the sediment basin is utilized.
• Install construction entrance with wash rack
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. Install wire supported silt fence
7,Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to
•Install culverts outlet protection
be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing
measures until the problem is corrected.
• Grade site and seed all exposed surfaces immediately upon
reaching final
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grade
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8, Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or'�
Flume drain
General Erosion and Sediment Control Notes (VESH Table 6-1)
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permanent channel, or slope structure.
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9, Whenever water seeps from a slope face, adequate drainage or other protection shall be provided.
ES-1. Unless otherwise indicated, all vegetative and structural
erosion and sediment control practices will be constructed and
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10, All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water
maintained according to minimum standards and specifications of
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cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment,
the Virginia Erosion and Sediment Control Handbook and Virginia
% — S S — S s ='s — S — S 1a, ' S — S — s — S — s — S — S 5 i
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Regulations
4VAC50-30 Erasion and Sediment Contra/ Regulations.
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11,Before newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet protection
temporary lining shall be installed in both the conveyance channel and
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and an required or permanent channel
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receiving channel,
is be
ES-2. The plan approving authority must be notified one week
prior to the pre -construction conference, one week prior to the
commencement of land disturbing activity, and one week prior to
,
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12. When work in a live watercourse performed, precautions shall taken to minimize encroachment, control
the
final inspection.
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sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodib/e material
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shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if
ES-3.
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armored by nonerodib/e cover materials.
All erosion and sediment control measures are to be placed
prior to or as the first step in clearing,
All plantings will conform with Section 165-366 of
PROPOSED PLANTINGS
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13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a
the Frederick County Zoning Ordinance, Planting
Selection, Planting Procedure, and Maintenance,
20' 0' 20'
temporary vehicular stream crossing constructed of nonerodible material shall be provided,
ES-4. A copy of the approved erosion and sediment control plan
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14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met,
shall be maintained on the, site at all times.
Parking Lot Landscaping Data
HEDGE - BOXWOOD - (28) PROPOSED FOR GRAPHIC SCALE
HEADLIGHT SCREENING GALLON CONTAINER)
- (3
15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed,
oche Prior to commencing land disturbing activities in areas
other than indicated an these plans (including, but limited to,
off -site borrow or waste areas), the contractor shall submit a
Per Code Proposed
1 Tree per 10 spaces 3.5 4
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16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable
criteria:
supplementary erosion contra/ plan to the owner for review and
approval by the plan approving authority,
(39 spaces)
to
TREE -PIN OAK 8S/OR RED MAPLE -16 PROPOSED
OTHER DECIDUOUS SPECIES AAYBESUBSTITUTED
a. No more than 500 linear feet of trench may be opened at one time.
Total Impervious Area 1 per 2000 sf 12
WITHAPPROV/AL OFFRED. CO, DEPT, OFPLANNING
`
ES-6. The contractor is responsible for installation of any
23,085 sf 11.5
MINIMUM - 2" CALIPER
b. Excavated material shall be placed on the uphill side of trenches,
additional erosion control measures necessary to prevent erosion
c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or
and sedimentation as determined by the plan approving authority,
Percentage of Green 5% 6, 6%
Area in Parking Lot 721 sf 955
both, and discharged in a manner that does not adversely affect flowing streams or off -site property,
ES-7. All disturbed areas are to drained to approved sediment
14,435 sf
d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote
control measures at all times during land disturbing activities and
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stabilization,
during site development until final stabilization is achieved.
INLET PROTECTION NOTE:
e, Restabilization shall be accomplished in accordance with these regulations.
ES-8. During dewatering operations, water will be pumped into
SILT FENCE USED AS INLET PROTECTION PIPE OUTLET CONDITIONS
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f,Applicable safety regulations shall be complied with,
an approved filtering device,
IS NOT ALLOWED IN FREDERICK COUNTY, A
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17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the
ES-9. The contractor shall inspect all erosion control measures
periodically and after each runoff -producing rainfall event, Any
CONTRACTOR MUST INSTALL THE A ado (NIN.)
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transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or
public road surface, the road surface shall be caned thoroughly at the end of each day, Sediment shall be removed
necessary repairs or cleanup to maintain the effectiveness of the
OPTIONAL STONE ARC AS SHOWN, d O
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from by
erosion
control devices shall be made immediately,
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the roads shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be
allowed only after sediment is removed in this manner. This shall apply to individual development lots as well
PIPE OUTLET TO WELL
CONSTRUCTION OF A SILT FENCE DEFINED CHANNELtj
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provision
to larger land
VIEW
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as -disturbing activities,
Frederick County Note:
(WITH WIRE SUPPORT)PLAN
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18.A11 temporary erosion and sediment measures be removed 30 days final
The Public Works and Engineering Department will retain the
SILT FENCE CULVERT INLET L a
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contra/ shall within after site stabilization or
after the temporary measures are no longer needed, unless otherwise authorized by the local program authority,
right to add to or modify these erosion and sediment control
measures during the construction process, within reason, to
1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS.
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TRENCH UPSLOPE ALONG THE LINE PROTECTION
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Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be
permanently stabilized to prevent further erosion and sedimentation,
ensure adequate protection to the public and environment,
OF POSTS.
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SECTION A -A t
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19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion
and damage due to increases in volume velocityand peak flow rate of storm water runoff for the stated frequency
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ENDWALL FILTER CLOTH A8'Y IN 8"-9"; PJcom 1ENDED !'OR ENTIRE P6Rzmzrjm
NOTES. 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION
HASEET, OR CONCRETE.
2, La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED
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storm of 24-hour duration in accordance with the following standards and criteria:
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USINO PLATES 3.18-3 AND 3.18-4.
3. d = 1,5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT
LESS THAN 6 INCHES.
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/ TOE OF FILL CULVERT Source: Va DSWC Plate 5.18-1
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Prune out any dead or
broken branches, remove
all togs, labels, strings,
STONE CONSTRUCTION ENTRANCE
wires, etc. from plan.O
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2-3" mulch
Prune codominant /eodeF& - DO Nor prune terminal
leader or branch tips
70' MIN, EXISTING
/ i 1 �-
Seeding Schedule (per section 3, 32 of VESH)
Set tap of root boll
2-3' Saucer y equal to or 1-2"
— . f above grade.
��,FILTER
Prune rubbing or
cross branches- `�
A ' 5:,
defiadma
CLOTH MOUNTABLE BERM
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= 1,) Topsoil will be spread at a minimum depth of4
I - 2.) Pulverized agricultural limestone will be incorporated into
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6° MIN. A
(OPTIONAL)
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the soil at a rate of 92 ibs per 1000 square feet 2 tons per
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'•' '?:':..':
SIDE ELEVATION
FLOW —
III "' III ' —
acre),
0 0 3.) Fertilize with 10-10-10 at a rate of 23 lbs per 1000
+'•'"" `'< sharp blade to make
four 1/4"-1" curs the
+^'`•'.i`•t
Prune narrow crotch
angles & warer 6pours
ExtsttrrG GROUND
4"
° square feet (1000 ibs per acre).
+ " len th of ball and cut a
1�" X on bottom of
70' MIN.
4.) Seed mix will consist of 75% Kentucky 31 Tall Fescue,
TOE OF FILL
ball, loosen compacted
<;•,'' •:, p
roots.
�-- Prune broken branches
Remove togs and labels
H lo' MIN.
3WASHRACK. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE
o o O O
10 /o Annual Rye, 10 /o Foxtail Millet, and 5 /o Red Clover at
Y
200 ibs per acre,
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CONTAINER GROWN SHRUB
(OPTIONAL)
FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL.
, ,
5, Straw mulch will be applied to all seeded areas at the
SILT FENCE a ° ) PP
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Prune out any dead
Prune suckers
Cut away all balling ropes
2"=3" mulch kept
10' MIN.
12, MIN, + EXISTING
PAVEMENT
l
DISTANCE IS 6' MINIMUM IF FLOW rate of 3500 ibs per acre and anchored with cutback, or
IS TOWARD EMBANKMENT
emulsified asphalt applied at a rate of 200 gallons per acre.
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or broken branches.
f _ Remove all tags, labels,
Remove top of wire basket away from trunkL
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1
FLOW
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strings, wires, etc. from
plant.
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Soil well to
contain Wafer
V00T Nl ~� POSITIVE DRAINAGE 10' M[N.
COURSE AGGREGATE B I TO SEDIMENT
i TRAPPING DEVICE
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hill
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/ SeaIS ���rl Sl///J�Jnatures
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A STONE COMBINATION
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MUST EXTEND FULL WIDTH
—
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2-3" mulch
Set top of root boll
2 -3" Saucer equal to or 1-2"
,.
ar+ ... ` 8ockfil! soil
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OPERATIONOF S AND EGRESS PLAN VIEW
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�y h .i;:;,".� .•,.
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L OF L OF
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above grade.
... Partially bockfi!l,
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water to settle
Widen and score e --�� soi/, finish
3" MIN.
--
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_
I - FLOW
_ 1 .0' ��V F ,p
I= -�{
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Remove rope &burlap
from root boll.
: f
holes in wall backfilling
��
Area for water
Remove container and cut y + �y drainage (Pipe
circ#ng roots if or tile could
3+ MIN.
FILTER CLOTH
SECTION A -A
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=� I I I I �� I
2 2
U BENJAMIN C. y GARY R. OATES �'
;i M 0 NTG 0 M E RY U
FLOW �, No, No. 1518-B
030342
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container -grown, or as be installed)
much burlap as possible if
6'-7"
., c^
''"• - ': ;' +;,�
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
2.5' U
Di hole 2-3 times
9
width of root ball.
Leave solid soil pedestal - do not
field -grown
dig deeper than boll depth.,
. ,; ; ,. ;.
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••;`'��sSIONA
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BALL & BURLAP SHRUB
Dig hole 2-3 times root ball width
FILTER FABRIC
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DATE: DEC. 6,
2004
SCALE: 111
= 20'
SHRUB PLANTING DETAIL
TREE PLANTING DETAIL
REINFORCED CONCRETE DRAIN SPACE
SECTION B-B
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,:•:
WIRE I
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•VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP
TO REPLACE SILT FENCE IN "HORSESHOE WHEN
HIGH VELOCITY OF FLOW IS EXPECTED THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF
(NOT TO SCALE)
SOURCE: ADAPTED from 1983 Mwiforod Standards for Soil emsion ond Sedimentrol and Va. DSWC
FREDERICK STANDARDS AND ORDINANCES, ANY DEVIATION
FILE NO.
0144
(NOT TO SCALE)
=1
SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control,
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE
PLATE. 3.05-1 ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION,
SHEET 3 OF
3
Sherwood & Wyant
SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1
m
LEGEND
FCSA CONSTRUCTION NOTES
VDOT GENERAL NOTES
VICINITY MAP
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EXISTING FEATURES
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1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com
2. The water and sal itary sewer portion of these plans are valid h r two years from date of FCSA approval.
V1, All work on this project shall conform to the current editions and latest revisions to the Virginia Department of
Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control
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EXISTING EDGE OF PAVEMENT ..�.._----.-_...__. _.___.___- ._�-_._...._ ___-.-.._._-.._.__....._.._..._-._ ...__....._
3. Water and sewe ines a e o be co stru ed n ac ordance w these /ans and shall meet all Authori re uirements.
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Re Regulations, and an other a licable state, federal or local re ulations a licable. In case of a discre discrepancy or
9 Y applicable , 9 pp P Y
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EXISTING EDGE OF GRAVEL ____.____-- .._._____._._....._._______..
4. The contractor shall coordinate with, and arrange for inspection by, the Authority,
conflict between the Standards or Specifications and Regulations, the most stringent shall govern.
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5, When an existing water main is tapped for the installation of a new line:
a) The Authority shall furnish all labor and material.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety & Health
Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules & Regulations.
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EXISTING CURB AND GUTTER X
`ate
_._-..__...__-__._..._..._.___.._-
._-._.-.- _..._.__.
EX. INTERMEDIATE CONTOUR
b) the deve%per/contractor must:
1, make application and pay deposit.
2, the tap location.
V3, When workingon VOOT right-of-way, all traffic control whether permanent or tem ora
g y, p p ry, shall be in
accordance with the current edition of VOOT's Work Area Protection Manual, Furthermore, all traffic control
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EXISTING INDEX CONTOUR =; '
mark
6, The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole.
flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road & Bridge Specifications,
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7, locations lines be
V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal
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EXISTING SPOT ELEVATION
Exact of water and sewer services on new are to coordinated with the Authority's Inspector,
poles, junction boxes, controllers, etc., owned by VDOT or private /public utility companies. It is the sole
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EXISTING TELEPHONE LINE - - --- - T -- - " - i - -
8. The Authority's maintenance department shall furnish and install all water meter through 2" in size.
Zt is the developer s/contractor s responsibility to have the meter box assembly installed correctly.
responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the
proposed construction activity. VOOT approval of these plans does not indemnify the developer from this
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Before a permanent meter is installed:
responsibility,
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EXISTING SANITARY SEWER - .: z h°
a) The meter box, with its frame and cover, must properly aligned with the coppersetter.
SITE00
b) The frame and cover shall be set to final grade,
V5. Design features relating to field construction, regulations, and control or safety of traffic may subject to
change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shallJ
SCALE 1 "= 2000'
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EXISTING ELECTRIC SERVICE -- '_ ---- --" r - --------- ::_ - -- -
c) The distance between the top of the cover and the coppersetter shall be between 18" and 21 ",
be the responsibility of the developer,
r .__
PROJECT INFORMA TI N
EXISTING GAS LINE -" -- --- --- r,;,:;, < _-.-_..___....._.. r; , <,
d) All components of the meter box assembly shall be in proper working order.
9. For water and sewer services that canned to existing lines:
V6. Prior to initiation of work, the contractor' shall be responsible for acquiring all necessary VOOT land use
permits for any work on VOOT right-of-way,
EXISTING STORM SEWER --- "_.. _ _-_X._-_ ` _ - `^rp ____ . _
_..__ - ---
a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant.
Owner Developer Contractor
b) An Application for Service must be made and fees paid before work will begin,
V% If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by
Ralph S. Gregory Carnew One, LLC Commonwealth Design &Build
EXISTING FENCE LINE -----__._-.__.__._ __........__-_ _..
c) The Authority shall furnish and install 5/8'; 314 ", and 1 " water services,
the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies
P.O. Box 520 212 Little Pond Lane 180-9 Prosperity Drive
EXISTING DITCH LINE -- ~" -- --- ---- - ---- -- - --
�� ,�
d) For all 1 /z and 2 water services, the Authority shall make the tap and bring the piping to the
and VOOT prior to initiation of work,
Stephens City, VA 22655 Winchester, VA 22603 Winchester, VA 22602
-
property line. The contractor shall furnish and install the meter vault assembly. The Authority will
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined
Phone - (540) 869-3500 Phone - (540) 667-9708 (540) 869-0308
EXISTING WATERLINE W/ TEE x,. ,. ,n. N,,, a,. K,• w.~. w ,m.:..H
install the meter.
e) The Authority will install all sewer laterals.
length of time. VDOT requires 48 hours advance notice prior to any required or requested Inspection,
Contact: Kathleen Diamond Contact: Ben Montgomery
EXISTING FIRE HYDRANT EX. Fr
tr,Yn.
10, Any water service line must have a backflow assembly (double check valve or RPZ, as required). The assembly
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
Property Data Building Setbacks Per Code Proposed
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EXISTING WATER VALVE a -"
must meet ASSE Standard No, 1015 or 1013,
Virginia Erosion &Sediment Control Handbook. Furthermore access to other properties affected b this project
Tax Ma Number 75- 3 -18 Front: 35' 36,0'
..
EXISTING REDUCER - _ .•.2 ,F m -
11. A// fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double
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 (VOCR) in Erosion and Sediment Control who
Address Sulky Drive Left Side: 0' 13, 0'
Area 0,804 acres Right Side: 0 3,0
C N o
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check valve or a RPZ, as required). The assembly shall meet ASSE Standard No, 1048 or 1047. Radio read
shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and
Zoning B-2 Rear (I-81): 50' 50, 6'
�,
EXISTING TREE DRIP LINE , _: � r.-_._.��_>__-.w.,�._.r..._�..�_._:,._..__,._-,•_.,.....,
V " 1
remotes are required,
operation. Deficiencies shall be promptly rectified.
Legal References DB 913, PG 1429
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PROPOSED FEATURES
V10. Contractor shall ensure adequate drainage Is achieved and maintained on the site during and at the end of
construction,
Existing Use Vacant Parking Setbacks Per Code Proposed
Proposed Use General Office Front: 5' 27.0'
Left Side: 5' 5.0'
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GENERAL NOTE
V11. All water and sewer lines within existing or proposed VDOT right -of- shall have a minimum thirty-six (36)
.S0'
Zoning Data Right Side: 5' Rear: 5'
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PROPOSED EDGE OF PAVEMENT PROP EP
1. Permits must be issued from VDOT prior to any construction in a public right-of-way.
inches cover and when possible shall be installed under roadway drainage facilities at conflict points,
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Open Space Minimum 1 S /o = 5,251 sf
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PROPOSED EDGE OF GRAVEL PROP EG
2. The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way,
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
Open Space Proposed 34% = 11 937 sf
F A. R. Maximum 110
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3. The contractor will remove all mud and debris from the public right of way that is left by vehicles entering
shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VOOT,
F.A,R, Proposed 0,25 Use For Parking Unit Space per Sq. Ft
na
PROP, CURB & GUTTER PROP CG-6
and leaving the site.
Building Data Pr, General Office: 8,650 1 per 250 sf
,a
PROP, REVERSE CURB & GUTTER
4. Any damage to neighboring properties including county roads and sidewalks, caused by the development of
be developer. All damage be
V13 top flat cement and fill. Whereborrow / CBR testing and cis requiredt areas ala VOOl be T representatived and e shall broved e resent to VOOT representative
theJve prior
Type of Construction Both are 2C - Meta! Loading Space: 8,650 1 per 30,000 sf
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PROP CG-6R
this site will the responsibility of the must repaired to original conditions.
sample obtained is representative of thlocation. When soil samples are submitted to private laboratories for
Proposed Use General Office & Computer
5, be installed in the
testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and
Back Up Room
35
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PROPOSED CONTOUR 50
A construction entrance must accordance with Virginia Erosion and Sediment Control
Handbook" Section 3.02. The contractor must maintain this access for the duration of the
that testingshall be performed in accordance with all applicable VDOT standards and procedures.
p pp p
Proposed Area 8 650 sf total Total Parking Spaces Required
p Proposed Parkin Spaces 35
° au
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project.
P J
Height Maximum 35 feet p 9 P
PROPOSED SPOT ELEVATION +50�
6. The contractor will be responsible for adequate and positive drainage of this site.
V14, All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6)
inch lifts to 9596 of theoretical maximum densityas determined b AASHTO T-99 Method A, within plus or minus
Y P
Height Proposed 28 feet
# of Handicap Spaces Required 2
PROPOSED STORM SEWER PROP. 24 " ADS
7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction.
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
Proposed Handicap Spaces 2
Sign Date
��
PROPOSED SANITARY SEWER S S S
8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH.
9. The contractor will notify engineer of record of any discrepancies between the
Specifications, Certified copies of a// test reports shall be submitted to VOOT daily, unless specified otherwise.
V15. VOOT Standard CD
# of Loading Spaces Required 1_-
Sign Area Allowed 100 sf Pr. Loading Spaces 1
Sign Area Proposed 100 sf
-
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PROPOSED TELEPHONE --- T -- T T --
approved plans and existing site
and UD underdrains shall be installed where indicated on these plans and/or as specified by
PROPOSED ELECTRIC
conditions.
VDOT,
Sign Height Allowed 35 feet
10. The developer is responsible for the relocation of any utilities required by this site plan.
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT
Sign Height Proposed 35 feet
!.
PROPOSED GAS LINE
minimum design standards and is the responsibility of the developer,
0!
11. All Erosion and Sediment Control devices shown on this site plan shall be Installed prior to construction.
PROPOSED WATER LINE
„
12. All controlled fill must be compacted to a minimum of o density fallowing Method A of the Standard
V17. Prior to VDOT acceptance of any streets, al/ required street signage and/or pavement markings shall be installed
by the developer or, at VOOT's discretion, by VOOT on an account receivable basis following the Manual On
Gont ct Numb ber
,./
S /S n gn ture5
h.
PROPOSED WATER METER � 1 WM
ble.
Proctor ASTM-D698, AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or
be inspected by A
Uniform Traffic Control Devices.
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PROPOSED FIRE HYDRANT D& PROP. FH
pavement must and approved a professional soils engineer. geotechnical report supersedes
this note if provided.
V18. The developer
must provide to the VOOT Residency Office a list of all material sources prior to the start of
construction. Copies invoices for
Engineering Firm:
H OF
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13. The contractor is responsible for contacting MISS UTILITY prior to any site work. Alf utilities shown on this plan
are approximate locations and not all utilities may be shown.
of all materials utilized within an dedicated street right-of-way must be provided
to the local VDOT Residency Office prior to acceptance of that work. Unit and total prices may be obscure
Montgomery &Associates (540) 869-0308
Surveying Firm:
PLTH
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COMMON LABELS & FEATURES
14, The contractor will contain all litter and debris on -site, The work must be left In an orderly manner at the end
V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density
Inc..
GreyWolfe 540) 545-7823
Zoning Enforcement:
�p 3
2
BE NJAMIN C. y
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of each workday.
will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge
Department of Planning (540) 665-5651
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PROPERTY LINE OF PROJECT
15, An be -site during the
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
Site Inspections:
No. 030342 No. 1518-�
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NEIGHBORING PROPERTY LINES
approved set of site plans must on construction process.
VDOT representative shall be notified and given the opportunity to be present during the construction and testing
Department of Inspections
p (540) 665-5650
O,� _� �21d
M O
LINE
16, The contractor will notify all utility companies prior to excavation within easements.
of the density control strip.
Erosion and Sediment Control:
Department of Public Works (540) 665-5643
FSS ��,ti �,9� ypQ-
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U,W C)EASEMENT
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PROPERTY CORNER FOUND Q
17, The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty
days,
V20. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VOOT Road and Bridge
Sanitary Sewer and Water:
Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76,
A
Fred. Co. Sanitation Authority (540) 869-1061
j
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PARKING SPACE TOTALS 12
certified compaction technician shall perform these tests. Certified copies of the test reports shall be submitted
to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be
Telephone: Verizon (301) 954-6282
Electric: Alleghany Power (800) 654-3317
THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF
FREDERICK STANDARDS AND ORDINANCES, ANY DEVIATION
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O O O V
ADA HANDICAP PARKING STALL
DEPARTMENT OF INSPECTION GENERALNOTES
present during the construction and testing of the control strip,
Gas: Shenandoah Gas Co, (540) 869-1111
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE
V W
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V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be
MISS UTILITY: 1-800-552-7001
ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION,
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Ol,l%l �e%le%�l Notes
SIGNS
1. Building(s) must comply with the Virginia Uniform Statewide Building Code Sections 304 (Business) and the International
Building Code/2000. Other codes that apply are CABO All7.1-98 Accessibility the Usable Building & Facilities,
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
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SANITARY MANHOLE IDENTIFIER `✓
and
2. The requirements in BOCA mandate either a fire wall (Section 707) or a fire suppression system if height and area
F g comply g , yielding, or
pipe. Foundation designs shall com l with VDOT Road and Bridge Standard PB-1. Where soft
otherwise unsuitable foundation Is encountered, the foundation design and/or need for foundation stabilization
Q
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STORM DRAIN STRUCTURE IDENTIFIER
limitations are exceeded for the type of construction under Table 507 of BOCA.
3. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for building
Plans must show all ingress/egress locations to the exterior CABO 117.1-92 and meet requirements
shag be determined by the engineer and approved by VDOT,
V22. Approval of this plan shall expire three (3) years from the date of the approval letter.
Maximum
Environmental Existing Disturbance Proposed
Features Acreage Allowed Disturbance
1. Exterior lighting will be provided by wall -pack
lights attached to the building & lightpoles.
2. All lights be directed
LIGHT POLES
permits. per of
Chapter 17 of BOCA,
will shielded or to prevent
on neighboring
4. Maximum slope across handicap parking stalls shall not exceed 2%. All required egress doors shall be accessible to a
V23. VOOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT,
Flood lain 0 acres 0% 0%
p
glare properties,
3, Outdoor trash receptacles will be in an enclosed
LOCATION OF TEST PITS
min, exterior area for assisted rescue, section 1003,2.13,7IBC, Note fire ratings around this door if this section is utiized
5. The 2000 International Building Code can be utilized for building design.
V24, VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with
Lakes & Ponds 0 acres 0% 0%
Wetlands >1AC 0 acres 0% 0%
six (6) foot fence.
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VOOT's installation criteria. Final a
approval of guardrail layout to be given by VDOT after grading is mostly complete.
4. This project
p � ct will not disturb any environmental
Sinkholes 0 acres 0% 0%
features as defined by the Frederick County
C
FIRE MARSHALLGENERAL NOTEST
I T N A
Natural S. W. 0 acres 10% 0%
Retention Areas
Zoning Ordinance.
5. The owner will be responsible for obtaining or
EROSION & SEDIMENT CONTROL FEATURES
Steep Slopes >50% 0 acres 25% 0%
o 0
Woodlands 0 acres 25 /o D /o
granting easements shown on this plan,
6. Easements will be recorded and copies sent to the
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1. An inspection b the Fire Marshall's office will determine where curbing must be painted yellow.
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INLET PROTECTION /P
2. "No Parking -Fire Lane" signs will be placed an the site by the Fire Marshall's direction,
DATA TAKEN FROM THE L T. E. MANUAL 7th EDITION
parties Involved.
7. All utilities that will service this site must be
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OUTLET PROTECTION
00 Op
3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall.
4. Burning brush piles of natural vegetation requires a permit, Burning construction debris is prohibited,
,
BUSINESS PARK (CLASS 770, 12. �� PER 1/ OOO Sf X �� 65O Sf = 110 4iPD s
laced underground.
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5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed.
1 � ®C �7�1�f
APP OVALJ SP A V-04
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CHECKDAM ®CD
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RESPONSIBLE N DISTURBER
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DIVERSION DIKEloop PON.DD
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SILT FENCE W/ WIRE SUPPORT
NAME:
CAPI TES
LANDSSILT
Frederick County Zoning Administrator : , 3 r° Date
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FENCE W/O WIRE SUPPORT SF
CERTIFICATION #o
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1, Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations
1, Site Plan approval from VDOT will expire three (3) years frorMe* date of the approval letter.
SEDIMENT TRAP ST
EXP. DATE
and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities.
2, Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval.
2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots
3. The Frederick County Sanitation Authority approval is valid for two years from date of approval. If construction is
DATE: DEC. 6 2004
1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in
and be well branched The planter shall guarantee all plants for one year.
not in progress at the end of this period, Authority approval shall be void.
the plans.
4. The Frederick County Department of Public Works approval is not enough to begin site development. The
SCALE: N/A
CONSTRUCTION ENTRANCE CE
2. Note: An on -site pre -construction meeting is required with the Owner, Site Contractor, Public Works, & Designer
3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided
to the owner.
owner/contractor must obtain a Land Disturbance Permit and agree to periodic inspections. shall be void.
5. The CountyDepartment
FILE NO. 0144
prior to commencing any site work,
Frederick of Inspections a g p g p
p p approval does not constitute a building permit Building laps
must be submitted and approved prior to constructing any structure. Furthermore, the site must meet all ADA
3. The contractor will possess a Land Disturbance Permit prior to any site work or construction,
4. Plant substitutions will be allowed with the approval of the owner and the Frederick County Planning Department.
requirements and be approved by Inspections.
SHEET 1 OF 3
trench
vAdth
7
as required
,e ,
'
6" dia. schedule 40 steel
pipe filled %Yhh concrete
3.
and painted yellow
-3-
. . . . . .
7'
2'
(D 0
18"dia
concrete
encasement
BOLLARD
concrete
thrust block
DETAIL
FIRE HYDRANT ASSEMBLY
Figure 8
SDR 35 spigot
SDR 35 spigot by
by gasketed
SDR 21 gasketed
bell adapter
bell bend
(seenote)
x 6" deep
locator marker
METER BOX and COVER
METER SIZE
METER BOX
METER BOX COVER
5/8'k314" 013!4"
18 in. Dia.
Non -Traffic
M32C-PW
Traffic
A32HH
24 in. Dia.
Non -Traffic
MC-30 (Frame) WITH RML-1-T (Top Lid)
Traffic
MC-30 (Frame) WITH RML-12-T (Top Lid)
Opposite Side
18%21
3"stone _
surrounding box
meter box
and cover
lop 6" painted blue
1 coupling /
(P 200 psi with SS inserts (PJX FIP) 014-44
at all connections
with SS insert and
MIP plastic plug
Some Side
COPPERSETTER
meter
size
Opposite Side
Some Side
5/8'k04"
VBHC72-18WD-44-44-B4
VBHC82-IOWD-44-44-B4
3/4"
VBHC72-18WD-44-44-B4
VBHC82-18WD-44-44-B4
VBHC74-15WD-44-44-54
- N/A -
INSTALLATION NOTES:
chanical joint 1. Exact location of meter box assembly to be approved priorto installation.
veI tee vAth 2. Water service crossing street:
Na rich
at Encase in 3" diameter SCH40 PVC or SDR21 pipe, The piping shall win from one foot beyond sidewalkacross the
street,to one foot beyond sidewalk
stop; wire to be taped to top of PET at 10 foot intervals: come up into meter box and terminate level with angle ball valve).
l b� Install 12 gauge insulated copper vAre (for line tracing) from corp. stop to into the meter box [virapvAre around corp.
5/8-X3/411, 3/4' & I- METER INSTALLATION
(4 FOOT COVER)
Figure 5
2-
-
\_SDR 21gasketed
SDR 35 8.`x4" pipe and fittings
'
gasketed bell Viye S CH 40
solvent
weld cap
(see note) J
propert
y
line
tocaflon marker mi
n.
cover
stone
treated 2x 4" with
top 6" painted green
4" pipe at 2.00%
minimum grade
Note: 11 top of main is
greater than 15 ft deep
use heavy wall SDR 35
concrete cradle it top
ofmain ,s greater
than 15'deep
GRAVITY SEWER SERVICE LATERAL
Figure 14
VALCO, Inc
Fig. No. 71 BOB
with lid marked
'SEWER
bottom section -
of box I
SDR 35
gasketed bell wye
(see
sanitary note)
Sevier main
SDR 21
cast iron cleanoul rap vAth brass
plug must be 8' from the top of the
screw type adjustable box
square concrete Skid pad
- 2ON2ON6'deep
cast iron cleanoull cap vAth brass
plug having a countersunk square
head Panella Model PA4SV-CSK (41
SDR 21 cleanout pipe
brick base
SDR 35 spigot by
SDR 21 gasketed
`bell adap
ter
SDR 35 gasketed
bell 45' bend
6" stone bedding
NOTE: �f top of Saw r main is greater than 15'deep,
hen viye and bend to be heavy. wall SDR35.
SEWER CLEANOUT
Figure 16
R7-8 HANDICAP
PARKING S1G`f",k_
(12- X 18)
RESERVED
PARKING
INTERNATIONAL SYMBOL
OF ACCESSIBILITY
IF REQUIRED
VAN
ACCESSIBLE
MAY BE PLACED
ON ONE BLANK
ADJUSTING THE
REQUIRED HEIGHT
TO ACCOMMODATE
THE ADDITIONAL
LINES
zll
REQUIRED
PENALTY $100-500 EFFECTIVE
'IUL Y 1, 1998
TOW —AWAY ZONE
PARKING SURFACE
CO =7' NCRETE WHEEL STOP
(IF REQUIRED)
HANDICAP PARKING SIGN DETAIL
(NOT TO SCALE)
cz
CIL
C)
oc
c
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Q)
Q_
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(Z)
I
di
LIJ (,)
— n CO
U
7
10.8,
12" OF 218
2'-
12.0,
7 "(CG - 6)—
TA PER PROFILE
ct
C)
61
U U)
%
N 54*4 0'11 W 264.54'
;J12,
50.6'
600 5f
32J1 COMPUTER ROOM
FF= 732. JJ'
J0,
75 - 114
'ORY
RALPH S. GRE6
�,o
DB 913, PC 1429
ZONED: LR -2
75-((,3))- 17
USE VACAlVT
RALPH S. GREGORY
D8 91,3, PC 1429
ZONED: B-2
USE- VACANT
INSTALL nRE HYDRANT AT
THE END OF EXISTING LINE
' �111
10h
I
HYDRANT MUST RE AT LEAST
"PAVEMENT
J' FROM EDGES
728
LIGHTPOL E
Ffi. FX 8 011L
WV
i
Jr 1.
to
s.
28'
'29P
28 J
r7, 7'
"141
/8 WA 4
9
-730-
�251R
1
1�
N
L
- R .5 "'i:
J4 Q- g :::] I /
T
12'x 5) L in ace 00
i
i
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te)
-0
10v Q
t
75 ((3)) - 9A
qUw;', TER f'AD i a gcj�
pc It 1i
1 FTFRIVIS OF FORGEIN WARS
it VL-
INST J 020010462
j22
1 81
JIS 8'. 5
ZONED: B2
12'R 5R f
J2
-mc 9 USE: VACANT
2.5ff
-732-
�5
2t
32-5 -Z I ; PROPOSED ENTPRANCES SHOWN
n , R. 7,50.'88'
J21 A - 4 32
281! IN V )M:47 I 9� 5,'
2
IF PER APPROVED ITE PLAN BY
4 7,
.0i
Si
"r,1 33,1 719.4 TRIAD ENCINEERIN6
I
jj�o
7,51 J21
J APR/t 21, 200J, TITLED
ITB0C HIGH
C.0 ! \ I
Q� "VETERANS OF FOPC-EIN 1111ARS"
j\ I SF IN AREA. SIGN 100
12�
kc� 36.0'
JJJ 8,050 5f
+ GENERA L OFFICE USE-
J2-7, WALLPACK LIGHTS (�YPICAL)
FF= 7JJ. JJ
1i I
%
TYPE i8,CONSTRUCTION, USE B
20'R
4
Q)
TAP By
FC9 k11-
39S
2 'R
Q)
32J
is 4,
2
0 5
0 20' 0, 20'
;C/10 -7J2
21P 200
JV \,J2
GRAPHIC SCALE
"'s ., 0 S --o's S S S S S
I+ J4
.1h
J9.9 J7-0 J6-0,11
1 54'40'11 E 27J.4J"',
i8o' WALL
75 - ((J)) - 14
75 - ((3))-20 __CORV
- CH,u�, RALPH S. GRE,
FnLOPYSHIP '018LE w, A
DR 9 15, PC 1429
'DF, 955, PC 528
3-2 L ZONED: 13-2
USE VACANT
USE: VACANT
f
IV
o n acee
J2
n
5' MIN. 12:1 12:1 3' MIN.
CG- 6 CG - 6
NO TES:
H/C SPA
1. CES CES MAY NOT EXCEED A 29 SLOPE,
2. RAMP BUILT TO VDOT CG- 12 STANDARDS.
J WHITE STRIPING SHOULD BE J" 011DE,
4. HIC SIGNS TO BE SET J' BEHIND SIDEWALK OR
I
MOUNTED TO BUILDING IF POSSIBLE
t7), Q-
L0
cr
N Li-
Q)
CI_ (Z)
CQQ
Q)
Q)
G
7 1
U,7_T
10.8,
130.0,
35. 0' @ 25o
ENTRANCE PROFILE
4' ARM
400 WATT LIGHT
20' POLE
MINIMUM SPACING
3f-Orl
PA VEMEN
(CG-6) CURBING
TYPICAL INSTALLATION OF LIGHTPOLES
BEHIND CURB & GUTTER
Lighting General Notes:
1. Proposed Lights for this project are Hubbell RCSA-400ST
(400 Watt) Lights or equivalent,
2. Lighting must be installed so as not to produce glare onto
neighbors and roadway,
v. X-SrREET iVPROACn ENJE
_URVArNG AS 'JAWLIRF
'CAYLS'?GrLWAY
SHaW,11 ell PLPtjFkL k
0 C MACkIr 10
S1CAVN 01; PLAIIS)
cii"S"i-C
, /,��
rs,!, `,Y",
. "' AL,�\.
SUEVA.K A.
O-TION
4 ,;1 ,
;11 1 rXPIWSION :41T .m 1 —1 -cil
J
k'Dlr,)Yl TH "iT" -0' OP A. _111=
ZrVROADWAY
SHORN ai TYPICAL SEC1101J. SECI�ION C-C.
FLAR 'VIEW
0 CONSTRUCT ONO- CHANGES WI -IF; A PAPX-:01 IC
MIL14 THE 04TRA-111Z RM111-INKOT A=W-IDDAIL
7H. F E TURI14 I R..CAJPFW3ITS OF ANTI CIPAIM NFRil'
PPRACCUC ZU5'/F rpwl< HE DE�B PTH FOR S :W&K U CU
RQtriS 4'�AN IqL LAMS Of fit: IDMID-15HCU40 D:
COGE 0- SHOUDEq 101M, CL, NCR-ALSEO T3 7'_
Op, ,
ff)�KL �LGW LRILOR LO :z
i -------- D F "E�J US-0 FDR EP11141-1-.C�S Kill.r
P('A3WAJ III C014'6�CT04 %1711 Qf)tl.7 ripm.-ers, kCA-,r
Slit �- ukx� D FOIE T•IE FOLLUM",V:
UVE CH91JCL
10- 1,11J. FOR S I PE I
TO TIC ?,'w UW DXL, AN ( 2W. 'RADL
AF;G7ATlCtl,RFMIR-0 FOR NIAN11,F.
-
FAf; I HCH GAI 8MUti
F TIE . "VI --UTR/44t V) 40r.31
SFCT!3I,I A - A
1uVDPL CLI13 OR CCE01111VTO11
Alit., CUTTFR SHAD kOT RE ZMLS'IRWIT"D
GUID_-04ES i tit? GRADE C;IA`IGL 1) 8ENF xCE.- Fu.--f
_ F7END [H� PfW LPIL
F1 JC51il:fr PA-CS-S.
610,1 U30 N C*lkLr4C,iMl Willi GfMD",
rG-j OR CC-7 THE
ENlF.PPKL VOLINE E CL,P.3 FA:,E,CM THS
S'PrIUA-L) PVJUS,!X 0 WATC1 t-E
ItOJ1,17ABLE CUFU C^NrIGLP4:1.!ON.
HIGH (HORE 'i'A't 1500 VPD) 0 1., 3 9:
SE. F, rdl.7Mo rr.-*-2 FQ9 CURB 4AMDEVCN
VI-Mi 7'1S
t.ow V.r15 Ti'M 5CO "pD) S V X pL;NqS gR.L 101CIICA'E W-Pe CON51RUCIKA, OF
A r. MV 114 ,,3r�v RCUPFn -o nu roqTwr
CR ^Jy�,ZE r4QSS THE 6jTP1krL
0 110�'i FLOWUP: MAT W.QIJR= WARPri- Or a
PCF.KPI OF GUI-R. 70 F"LGLUJL KJQ1,40 O^ W1,rEJ1.1
-------eMEnGE --
M-7�'OD OF TREATbIENT-
)NNEC]101v Foli�� , 1r1F,P1S11,✓
C I
L
HGPlt. X�X`I7'41%11T OFI v 3-.D4
TREAT WOODEN PANELS WITH WATER SEALANT
Stormwater Management Note
This site is served by an approved and installed9
regional stormwater management pond located
at the southern end of the park.
2" OF SM-2A
6" OF 21-B COMPACTED TO
9573 DENSITY
SUBGRADE FREE OF ORGANICS
& COMPACTED TO 95% DENSITY
TYPICAL PAVEMENT SECTION
DIRECTLY UNDER THE PARKING
SPACES
1.5" OF SM-2A
J" OF BM-2
8" OF 21-8 COMPACTED TO
95Z DENSITY
SUBGRADE FREE OF ORGANICS
& COMPACTED TO 957. DENSITY
TYPICAL PAVEMENT SECTION UNDER
ENTRANCE DRIVE AISLES AND
TYPICAL 6' TALL BY 8' WIDE DOG-EARED FENCE
PANEL. INSTALL ON 4X4"X8' TREATED POSTS SET
' DUMPSTL_kMCE DETAIL
N. TS,
2
INSTALL GATES ONTO 6X6" POSTS
INSTALL OPAQUE FENCE AROUND THE REST OF THE DUMPSTER TO
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, ,
LOADING AREAS
PROVIDE SCREENING
TREAT WOODEN PANEL GATES WITH WATER SEALANT
LU
>
1
4 OF 3000 PSI CONCRETE W1
DETAIL DUMPSTER GA TE
UJ
cl�
FIBER
N. T S.
4" OF 21-8 COMPACTED TO 1%,' DENSITYLU
95
SUBGRADE FREE OF ORGANICS
LU
CL
%>Ig
Is and, natures
& COMPACTED TO 95% DENSITY
I I1111111
HOP NTH OF
TYPICAL
SIDEWALK SECTION
LU
BENJAMIN C.
U U) Lr)
R R. Tff CD
MONTGOMERY
No. 030342 zZ/ No. 1518-B
8" OF JOOO PSI CONCRETE W1 WOVEN
WIRE REINFORCEMENT
10N
\j
�
8 OF 21 -B COMPACTED TO
A U P,
DATE: DEC. 6,2004
95.7, DENSITY
SUBGRADE FREE OF ORGANICS
THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF
SCALE: 1" = 20'
FILE NO. 0144
& COMPACTED TO 95% DENSITY
FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE
SHEET 2 OF 3
TYPICAL DUMPSTER SECTION
ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION.
Lb �
P,
V, , L Op TY
EROSION & SEDIMENT CONTROL STANDARDS E & S CONTROL NARRATIVE
1, Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is Project Description II �; 1 �7 �'� I i SILT FENCE WITH WIRE SUPPORT
reached on any portion of the site. Temporary so# stabilization shall be applied within seven days to denuded areas ` \ `,• ..r ys :a r t µ • 3 -" „ j
that may not be at final grade but will remain dormant for longer than 30 days, Permanent stabilization shall be This site is located in the Battlefield Business Park on the east I i
applied to areas that are to be left dormant for more than one year, side of Sulky Drive. The purpose of this development for the
0
construction of 8,650 sq. ft, of buildings to be used for offices }
2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment and computers. This development also has parking and drive # I �` - ^ s * ` : '` i i
trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil p p p g
aisles for access, I a
stockpiles on site as well as borrow areas and soil intentionally transported from the project site. i I 4 k
I i
Existing Site Conditions i
3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent
vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to ' x
survive and will inhibit erosion. The lot is a vacant field. The ground cover is grass with some
4. Sediment basins and traps, brush along the eastern side. � `�• � x • ` i
p , perimeter dikes, sediment barriers and other measures intended to trap sediment shall �( 1
' I ?
c�LLL_L_
be constructed as a first step in any land -disturbing activity and shall be made functional before upstream land Adjacent Parcels
disturbance takes place. .� . , `' ` CE
The adjacent parcels are a vacant lot like this one. ' I
5, Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after F r I f
installation.
SOUS ! •, '� \ !Ilk
`` ,, �• A°�,, � ' ';
6,Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be
served b the trap or basin. The soils types determined from the USDA's Soils Survey of
Y p Frederick County, VA"shows Carbo-Oaklet rocky silt loams
a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap classified as #6C. This soil is predominately yellowish brown silt
shall only control drainage areas less than three acres, loams over bedrock and offers 'severe' erosion hazards. Topsoil j >~' , • ' < ® ••� : d ' ` '®• •' ' ," ' ,•® "! �'';° '` ' t + ; i
on this site appears to be 9" thick with rock outcroppings.
b,Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than ore ual to three
acres shall be controlled b a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic
y g p �' Erosion Control Program
yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin
during a twenty-five year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to
a bare earth condition or those conditions expected to exist while the sediment basin is utilized. •Install construction entrance with wash rack
k
1
® Install wire supported silt fence
7.Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to s Install culverts outlet protection \ A" •� ( 1 ' '
be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing . Grade site and seed all exposed surfaces immediately upon \ I I 1 • A' I
measures until the problem is corrected, reaching final grade �• \ ` t } & I ' I
' I
8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or
General Erosion and Sediment Control Notes (VESH Table 6-1) !
permanent channel, flume or slope drain structure. € !
ES-1. Unless otherwise indicated, all vegetative and structural ` ,, Fo/
9, Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. , k 1 ,< as ;,-� TEf�/ f
erosion and sediment control practices will be constructed and , c,s/ �F
10. All storm sewer inlets that are made operable durin construction shall be protected so that sediment -laden water maintained according to minimum standards and specifications of I t/0 ` E 0 5 '
cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment, the Virginia Erosion and Sediment Control Handbook and Virginia I \..._ F --- / S gib 1 !
> > 1 CO s `. s-s-s--s-s�C0' s-s-s W s-s-s s
Regulations 4VAC50-30 Erosion and Sediment Control Regulations. \ / C/o
11.Before newly constructed stormwater conveyance channels or pipes are made operations,, adequate outlet protection I t 06
1 ; i
and any required temporary or permanent channel lining shall be installed in both the conveyance channel and ES-2. The plan approving authority must be notified one week
receiving channel. prior to the pre -construction conference, one week prior to the
commencement of land disturbing activity, and one week prior to
12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control g yr p
the final inspection. \, � �:., `'� `•`'
sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material p
shall be used for the construction of causeways and cofferdams, Earthen fill may be used for these structures if
armored by nonerodible cover materials. ES-3. All erosion and sediment control measures are to be placed All plantings will conform with Section 165-36B of
prior to or as the first step in clearing, the Frederick County Zoning Ordinance, Planting PROPOSED PLANTINGS
13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a Selection, Planting Procedure, and Maintenance. 20` D° 20'
temporary vehicular stream crossing constructed of nonerodible material shall be provided, ES-4. A copy of the approved erosion and sediment control plan
14, All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met, shall be maintained an the site at all times. HEDGE -BOXWOOD - (28) PROPOSED FOR GRAPHIC SCALE
Parking Lot other
Prior to commencing land disturbing activities in areas Landscaping Data HEADLIGHT SCREENING - (3 GALLON CONTAINER)
15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed, o
other than indicated on these plans (including, but limited to, Per Code Proposed
16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable off -site borrow or waste areas), the contractor shall submit a 1 Tree per 10 spaces 3.5 4 y
criteria: supplementary erosion control plan to the owner for review and (39 spaces) TREE - PIN OAK 8/OR RED MAPLE -16 PROPOSED
approval by the plan approving authority. OTHER DECIDUOUS SPECIES MA Y BE SUBSTITUTED
a. No more than 500 linear feet of trench may be opened at one time. Total Impervious Area 1 per 2000 sf 12 WITHAPPROVAL OFFRED. CO, DEPT: OFPLANNING
ES-6, The contractor is responsible for installation of any 23,085 sf 11.5 MINIMUM - 2" CALIPER
b. Excavated material shall be placed on the uphJ// side of trenches. additional erosion control measures necessary to prevent erosion
and sedimentation as determined by the plan approving authority, Percentage of Green 5% 6, 6%
c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or Area In Parking Lot 721 sf 955
both, and discharged in a manner that does not adversely affect flowing streams or off -site property. 14,435 sf
ES-7. All disturbed areas are to drained to approved sediment
d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote control measures at all times during land disturbing activities and
stabilization• during site development until final stabilization is achieved. INLET PROTECTION NOTE'
e, Restabilization shall be accomplished in accordance with these regulations. ES-8. During dewatering operations, water will be pumped into SILT FENCE USED AS INLET PROTECTION
f,Applicable safety regulations shall be complied with. an approved filtering device. IS NOTALLOWED IN FREDERICK COUNTY,
inspect all erosion control measures The contractor shall inspsures
17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the ES-9. CONTRACTOR MUST INSTALL THE
transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or periodically and after each runoff -producing rainfall event, Any
public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed necessary repairs or cleanup to maintain the effectiveness of the OPTIONAL ,STONE ARC AS SHOWN.
WN.
from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be erosion control devices shall be made immediately,
allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well CONSTRUCTION OF A SILT FENCE
as to larger land -disturbing activities. Frederick County Note: (WITH WIRE SUPPORT)
The Public Works and Engineering Department will retain the
18.All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or right to add to or modify these erosion and sediment control
after the temporary measures are no longer needed, unless otherwise authorized by the local program authority, 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS.
Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be measures during the construction process, within reason, to TRENCH UPSLOPE ALONG THE LINE
permanently stabilized to prevent further erosion and sedimentation, ensure adequate protection to the public and environment, OF POSTS,
19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion
and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency
storm of 24-hour duration in accordance with the following standards and criteria: �-
Prune out any dead or
broken broaches, remove all tags, labels, strings, S, TONE CONSTRUCTION ENTRANCE
/ �-
�-� _ ��►�
wires, etc. from plan,
2-3" mulch Prune codominont leaders ~" '- DO NOT prune terminal
leader or branch tips ru MtN STING
PAVEMENT
A 3
Set top of root boll / -
2-3" Saucer 3 equal to or 1-2" Prune rubbing or
above grade. cross branches`
FILTER CLOTH 6' MIN A MOUNTABLE BERM
I.<t�'. Remove container, use SIDE ELEVATION FLOW -I (,1 I
r;. ' " " sharp blade to make Prune narrow crotch EXISTING GROUND
four 1/4 "-1 " cuts the angles &water spouts
I: ;.,•.;.: ': '; .r ,, .: th of boll and cut a leng70' MIN•
f 4" X on bottom of
:.:'s{.. i..�.:..
ball; loosen compacted -Prune broken branches B Su NSN 3. ATTACH THE FILTER FABRIC TO THE WIRE
roots. Remove tags and labels (OPTIONAL) �_ FENCE AND EXTEND IT INTO THE TRENCH.
CONTAINER GROWN SHRUB
Prune suckers " 10' MtN.
Cut away all balling ropes % IL- MIN,�- PAVEMENT
Prune out any dead 2"=3" mulch kept
for broken branches. Remove to of wire basket away from trunk
- Remove all tags, labels, p
strings, wires, etc. from Soil well to VDOT 81 I �� POSITIVE DRAINAGE 10' MIN.
plant, contain water COURSE AGGREGATE B TO SEDIMENT
TRAPPING DEVICE i�f 'k•: ;',,
�, `.�.' � ;.'ri:.•' ,a1,:.`';'��:' � MUST EXTEND FULL WIDTH }. .
F INGRESS RE 0 G (SS AND EGRESS
2-3" mulch OPERATION PLAN VIEW
ll
2-3" Saucer Set top of root boll •• •a, •..,. ) Bockfill soil II
equal to or 1-2" < 12' MIN.
above grade. • Partially bockfill,
water to settle 3' MIN.
I
{„ Widen and sore
1lyt�
7 soil, finish
holes in w01! % 3' MIN. /" FLOW
='i ::' SS c'• bockfilling - -goo-
Remove
`. rope & burlap 7 „
FILTER CLOTH root ball. a,,.:. '' Area for water _ iII
Dig hole 2-3 times
width of root boll.
BALL & BURLAP SHRUB
SHRUB PLANTING DETAIL
(NOT TO SCALE)
Aernove con olner an:-..� y
circling roots if
or tile could 6'-7-
coni!67er-grown, or as be installed)
much bunoo as po,mble if Leave solid soil pedestal do not
Aeld-grown dig deeper than boll depth
Dig hole 2-3 times root boll width
TREE
PLANTING DETAIL
REINFORCED CONCRETEDRAIN
SECTION B-B
TO �. r ADAM .. +sru eie:!sw atir,t ±:�+ .: > sn via 1:71
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control,
Sherwood & wyont
SILT FENCE CULVERT INLET
PROTECTION
DISTANCE IS 6' MINIMUM IF FLOW
IS TOWARD EMBANKMENT
FLOW
9IC
OPTIONAL STONE COMBINATION
TION
1.0, 7.5'
�i•
FLOW
2.5'
`VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE `-CLASS I RIPRAP
TO REPLACE SILT FENCE IN ' HORSESHOE " WHEN
HIGH VELOCITY OF FLOW IS EXPECTED
PLATE.3.05-1 SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC
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PIPE OUTLET TO WELL � Q 0
DEFINED CHANNEL O 4 L 1 Pv Q
PLAN VIEW Z W LV 5
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SECTION A -A
FILTER CLOTR Jffi'Y M 6'-8": R9C01tNBNDLD AY1R ENTIRd PSRLY6T%R
NOTES- 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION O Q Uj W
BASKET, OR CONCRETE. '''o KK ®`±. W
2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED W
USING PLATES 8.18-3 AND 8.18-4. O (3 a U1
3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT K ^ ��,
LESS TH" 8 INCHES. W CIE
Source: Vm DSWC Plate 3.18-1
0
Seeding Schedule (per section 3.32 of VESH)
1.) Topsoil will be spread at a minimum depth of4
2.) Pulverized agricultural limestone will be incorporated into p
the soil at a rate of 92 lbs per 1000 square feet (2 tons per -�
acre).
3.) Fertilize with 10-10-10 at a rate of 23 lbs per 1000
square feet (1000 lbs per acre).
4.) Seed mix will consist of 75% Kentucky 31 Tall Fescue,
10% Annual Rye, 10% Foxtail Millet, and 5% Red Clover at
200 lbs per acre, 3:
5.) Straw mulch will be applied to all seeded areas at the Z w
rate of 3500 lbs per acre and anchored with cutback, or C�
emulsified asphalt applied at a rate of 200 gallons per acre. z
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Seals and signatures
TH of i, �PLTH OF' V w
rpc �
J N C. In
NT MERY �7, W U o
GQRY . � � �
po No. 030342 �w Noz58 B o
SSIONAL qN0 SURN��O DATE: DEC. 6, 2004
SCALE: 1" = 20'
THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF
FREDERICK STANDARDS AND ORDINANCES, ANY DEVIATION FILE NO. 0144
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE
ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 3 OF 3
PLATE. 3.08-1
__ _.—'.aui
LEGEND
FCSA CONSTRUCTION NOTES
VDOT GENERAL NOTES
VICINITY MAP
>0
_�4* 0 �
FEATURES
1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com
V1. All work on this project shall conform to the current editions and latest revisions to the Virginia Department of
o
M coEXISTING
0 0
EXISTING EDGE OF PAVEMENT C%, c _.._......._
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.
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Transportation VDOT Road and Bridge Specifications and Standards the Virginia Erosion and Sediment Control
Regulations, and an other applicable state federal or local regulations applicable. In case of a discrepancy or
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__...__..______......_____._ _._..._..._._ ....___.w. _.�..___.. .._.__._.
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EXISTING EDGE OF GRAVEL .____.__._......_..____-_.._._ �'�__.�_G._ _.._.___._____ ._...____._..-._...
4, The contractor shall coordinate with, and arrange for inspection by, the Authority.conflict
between the Standards or Specifications and Regulations, the most stringent shall govern.
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r---------- .:-.--- == = == =.=.==--= ==.=-= . _.== :==:=:_=:-.=_=-._=;
5, When an existing water main is tapped for the installation of a new line:
a The Authority shall furnish all labor and material.
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V2. AH construction shall comply with the latest U.S. Department of Labor, Occupational Safety & Health
Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules & Regulations.
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EXISTING CURB AND GUTTER E;� r - i
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_._._.._...._....______....._._.___..____.._... _._..__.__._...__._._._. _.-.___..
EX. INTERMEDIATE CONTOUR t� } -'
b) the developer/contractor must:
1, make application and pay deposit.
2, the location,
V3, When working on VDOT right-of-way, all traffic control whether permanent or temporary shall be in
'
accordance with the current edition of VOOT s Work Area Protection Manual, Furthermore, all traffic control
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s
EXISTING INDEX CONTOUR
mark tap
6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole,
flaggers must be certified in accordance with Section 104. 04(c) of the VOOT Road & Bridge Specifications.
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+ ; CM 4)
7 locations lines to be
V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal
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EXISTING SPOT ELEVATION ;;+.
Exact of water and sewer services on new are coordinated with the Authority's Inspector.
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poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole
,
a
TELEPHONE LINE -- e- ----- LL --------- _...__..,.
��
8, The Authority's maintenance department shall furnish and install all water meter through 2 in size.
It is the developer's/contractor's responsibility to have the meter boat assembly installed correctly,
responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the
proposed construction activity. VOOT approval of these plans does not indemnify the developer from this
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EXISTING
Before a permanent meter is installed:
responsibility.
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EXISTING SANITARY SEWER w .... ua... -._,_ -° ° A y
a) The meter box, with its frame and cover, must properly aligned with the coppersetter.
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b) The frame and cover shall be set to final grade,
V5, Design features relating to field construction, regulations, and control or safety of traffic may subject to
change as deemed necessary by VDOT, Any additional expense incurred as a result of any field revision shall
SCALE 1 „_C
2000;
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§
EXISTING ELECTRIC SERVICE - F r. -- -
r-
c) The distance between the top of the cover and the coppersetter shall be between 18" and 21';
be the responsibility of the developer.
,- ._
RX.7ECT INFORM TIV
EXISTING GAS LINE
AY'. I ., RCP
d) All components of the meter box assembly shall be in proper working order.
9. For water and sewer services that canned to existing lines:
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use
permits for any work on VDOT right-of-way.
EXISTING STORM SEWER _...._..___--_-,...... ....................._....v_._.__.
a The location of the service lateral is to be coordinated with the Authority's Engineering Assistant.
Owner Developer Contractor
b) An Application for Service must be made and fees paid before work will begin,
V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by
Ralph S, Gregory Carnew One LLC Commonwealth Design & Build
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-
EXISTING FENCE LINE j' - - - -
s s �� ��
c) The Authority shall furnish and install /e /4 and 1 water services.
the engineer and/or developer with the attendance of the contractor, v
9 P various County agencies, utility companies
10
, ,
P.O. Box 520 212 Little Pond Lane 180-9 Prosperity Drive
i �� ��
d) For all 1 /2 and 2 water services, the Authority shall make the tap and bring the piping to the
and VDOT prior to initiation of work,
Stephens City, VA 22655 Winchester, VA 22603 Winchester, VA 22602
EXISTING DITCH LINE --- --- --- ----- - -- - --
property line. The contractor shall furnish and install the meter vault assembly. The Authority will
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined
Phone - (540) 869-3500 Phone - (540) 667-9708 (540) 869-0308
EXISTING WATERLINE W/ TEE
install the meter.
e) The Authority will install all sewer laterals.
length of time. VOOT requires 48 hours advance notice prior to any required or requested inspection,
Contact: Kathleen Diamond Contact: Ben Montgomery
Property Data Building Setbacks Per Code Proposed
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EXISTING FIRE HYDRANT Fy". r h'
10. Any water service line must have a backflow assembly (double check valve or RPZ, as required). The assembly
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
EXISTING WATER VALVE - _' K - -
must meet ASSE Standard No, 1015 or 1013,
Virginia Erosion & Sediment Control Handbook. Furthermore, access to other properties affected by this project
Tax Map Number 75-((3))-18 Front: 35' 36, 0'
ac
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Hs ....r.,. m,....,
EXISTING REDUCER w;
11, All fire lines shall have a fire service meter assembly and a backf/ow prevention assembly (detector double
shall be maintained through construction, The Developer shall have, within the limits of the project, an employee
certified b h Virginia D
y the g nia apartment of Conservation and Recreation (VDCR) in Erosion and Sediment Control who
Address Sulky Drive Left Side: 0' 13, 0'
Area 0.804 acres Right Side: 0 3, 0
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check valve or a RPZ, as required). The assembly shall meet ASSE Standard No. 1048 or 1047, Radio read
shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and
Zoning B-2 Rear (I-81): 50' 50, 6'
�
EXISTING TREE DRIP LINE - - - - -° - -� ^- - - - ` '
remotes are required.
operation, Deficiencies shall be promptly rectified,
Legal References DB 913, PG 1429
N
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PROPOSED FEATURES
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of
construction,
Existing Use Vacant Parking Setbacks Per Code Proposed
Proposed Use General Office Front: 5' 27.0'
Left Side: 5' 5, 0'
C
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U
L NOTES T
Vll. All water and sewer lines within existingor ro osed VDOT right -of- shall have a minimum thirty-six 36
P P 9 Y nY- ()
Right Side: 5' S.0'
Zoning Data Rear: 5' 26.3'
�' 4
I C
PROPOSED EDGE OF PAVEMENT PROP EP
1. Permits must be issued from VOOT prior to any construction in a public right-of-way.
inches cover and when possible shall be installed under roadway drainage facilities at conflict points.
Open Space Minimum 15% 5,251 sf
M
PROPOSED EDGE OF GRAVEL PROP EG
2• The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way.
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
_
Open Space Proposed 34 /o - 11,937 sf
F,A,R, Maximum 1,0
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C ko 1
I b N
3. The contractor will remove all mud and debris from the public right of way that is left by vehicles entering
shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT,
F.A.R. Proposed 0.25 Use For Parking Unit Space per Sq. Ft
! o n, 6
PROP, CURB & GUTTER PROP CG-6
and leaving the site.
9
V13. All fill areas, borrow and undercut areas be inspected by VOOT
Pr. General Office: 8, 650 1 per 250 sf
Building Data
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PROP. REVERSE CURB & GUTTER
4, An damage to neighboring properties including county roads and sidewalks caused b the development of
Y 9 9 9 P 9 tY Yto
this be the the developer, All damage be to
material shall and approved a representative prior
placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the
Loading Space: 8,650 1 per 30, 000 sf
Type of Construction Both are 2C - Metal
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PROP CG-6R
site will responsibility of must repaired original conditions.
sample obtained is representative of the location. When soil samples are submitted to private laboratories for
Proposed Use General Office &Computer
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testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and
Back -Up Room
35
i M
PROPOSED CONTOUR 50
5, A construction entrance must be installed in accordance with the Virginia Erosion and Sediment Control
Handbook" Section 3.02. The contractor must maintain this access for the duration of the
that testin shall be erformed in accordance with all a hcab/e VDOT standards and rocedures.
9 P PP P
Pro Proposed Area 8 650 sf total Total Parking Spaces Required
p
Proposed Parking Spaces 35
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project.
Height Maximum 35 feet
-1
PROPOSED SPOT ELEVATION +50
6. The contractor will be responsible for adequate and positive drainage of this site,
V14. All roadway fill, base, subgrade material and backfill in utilit /storm sewer trenches shall be compacted in six 6
Y P O
inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus
Height Proposed 2-� feet
# of Handicap Spaces Required 2
r,
PROPOSED STORM SEWER PROP. 24' ADS ,_,
7. The contractor will obtain a Land Disturbance Permit prior to an site work or construction.
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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 VOOT Road and Bridge
Proposed Handicap Spaces 2
Sign Date
a
PROPOSED SANITARY SEWER S S S
8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH.
discrepancies
Specifications. Cerified copies of all test reports shall be submitted to VOOT daily, unless specified otherwise.
V15.
Sign Area Allowed 100 sf # of Loading Spaces Required 1
Pr. Loading Spaces 1
Sign Area Proposed 100 sf
= ,
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!
PROPOSED TELEPHONE -- T - T - T
9. The contractor will notify engineer of record of any between the approved plans and existing site
VOOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by
conditions.
VDOT,
Sign Height Allowed 35 feet
PROPOSED ELECTRIC
10. The developer is responsible for the relocation of any utilities required by this site plan.
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT
Sign Height Proposed 35 feet
PROPOSED GAS LINE
minimum design standards and is the responsibility of the developer.
11. All Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction.
PROPOSED WATER LINE
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12. All controlled fill must be compacted to a minimum of 95/o density following Method A of the Standard
V17. Prior to VDOT acceptance of any streets, al/ required street signage and/or pavement markings shall be installed
by the developer or, at VDOT's discretion, by VOOT on an account receivable basis following the Manual On
Contact Numbers
Seals Can,./ Sian t#-
tires
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PROPOSED WATER METER ® 1
Proctor ASTM-D698, AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or
be inspected by
Uniform Traffic Control Devices,
PROPOSED FIRE HYDRANT D& PROP. FH
pavement must and approved a professional soils engineer. A geotechnical report supersedes
this note if provided.
V18. The developer
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must provide to the VOOT Residency Office a list of all material sources prior to the start of
construction. Copies invoices for dedicated
Engineering Firm:
H LTH OF
a
U4
13, The contractor is responsible for contacting MISS UTILITY prior to any site work. A!1 utilities shown on this plan
are approximate locations and not all utilities may be shown,
of all materials utilized within any street right-of-way must be provided
to the local VOOT Residency Office prior to acceptance of that work. Unit and total prices may be obscured.
Montgomery &Associates (540) 869-0308
Surveying Firm:
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COMMON LABELS & FEATURES
V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader, Density
GreyWolfe Inc, (540) 545-7823
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14, The contractor will contain all litter and debris on -site. The work must be left In an orderly manner at the end
will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge
Zoning Enforcement:
Department of Planning (540) 665-565X
B E NJA M I N C
v . y GAR K. 0�
M ONTGOMERY
Q
V
PROPERTY LINE OF PROJECT
of each workday,
15. be during the
Specifications and VTM-10, A certified compaction technician shall perform these tests. Certified copies of test
reports shall be submitted to VOOT daily, unless specified otherwise, In addition to checking stone depths, a
Site Inspections:
No. 030342 No. 1518-8
® Q �-, Q
NEIGHBORING PROPERTY LINES
An approved set of site plans must on -site construction process,
VOOT representative shall be notified and given the opportunity to be present during the construction and testing
Department of Inspections (540) 665-5650
p
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a
,
EASEMENT LINE
16, The contractor will notify all utility companies prior to excavation within easements.
of the density control strip.
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Erosion and Sediment Control:
Department of Public Works (540) 665-5643
F
SS �C� yN �O
IONA L 6 D S U PN
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17, The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty
V20. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VDOT Road and Bridge
Sanitary Sewer and Water:
Z
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PROPERTY CORNER FOUND Q
days,
Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76,
Fred. Co. Sanitation Authority (540) 869-1061
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PARKING SPACE TOTALS 12
A certified compaction technician shall perform these tests. Certified copies of the test reports shall be submitted
to VDOT Bail unless s ecified otherwise. A VDOT re resentative shall be notified and iven the o ortuni to be
Y, P P g opportunity
Telephone: Verizon (301) 954-6282
Electric: Allegheny Power (800) 654-3317
THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF
FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION
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ADA HANDICAP PARKING STALL
/►
DEPARTMENT
DEPA T EDIT F INSPECTION GENERAL L NOTES
present during the construction and testing of the control strip.
Gas: Shenandoah Gas Co. (540) 869-1111
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE
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V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be
MISS UTILITY: 1-800-552-70Q'
ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION,
W
o
O/')l%,g General Notes
SIGNS
1. Building(s) must comply with the Virginia Uniform Statewide Building Code Sections 304 (Business) and the International
Building Code/2000. Other codes that are CABO All 7.1-98 Accessibility the Usable Building & Facilities,
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
Q J
SANITARY MANHOLE IDENTIFIER ,q
apply and
2. The requirements in BOCA mandate either a fire wall (Section 707) or a fire suppression system if height and area
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
Maximum
STORM DRAIN STRUCTURE IDENTIFIER
limitations are exceeded for the type of construction under Table 507 of BOCA.
3. A design profess/ono/ licensed of the Commonwealth of Virginia shall seal the structural p/ens submitted for building
Plans must show all ingress/egress locations to the exterior CABO 117.1-92
shall be determined by the engineer and approved by VDOT.
V22. Approval of this plan shall expire three (3) years from the date of the approval letter.
Environmental Existing Disturbance Proposed
Features Acreage Allowed Disturbance
1. Exterior lighting will be provided by wall -pack
lights attached to the building & /ightpo/es.
2, All lights be directed to
LIGHT POLES
permits. per and meet requirements of
Chapter 17 of BOCA,
will shielded or prevent
glare on neighboring properties,
4, Maximum slope across handicap parking stalls shall not exceed 2%. All required egress doors shall be accessible to a
V23. VDOT Standard CG-i2 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT,
p Flood lain 0 acres 0% 0%
3, Outdoor trash receptacles will be in an enclosed
P
LOCATION OF TEST PITS
min, exterior area for assisted rescue, section 1003,2,13,7IBC. Note fire ratings around this door if this section is utl/zed,
5. The 2000 International Building Code can be utilized for building design.
V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with
VDOT's installation
Lakes & Ponds 0 acres 0% 0%
Wetlands >1AC Q acres Q% 0%
six (6) foot fence.
4. This will not disturb any environmental
p
criteria. Final approval of guardrail layout to be given by VOOT after grading is mostly complete.
project
Sinkholes 0 acres 0% 0%
features as defined by the Frederick County
FIRE MARSHALL GENERALGENERATIONTES
T I DATA
Natural S. W. 0 acres 100/00%
Retention Areas
Zoning Ordinance.
5, The owner will be responsible for obtaining or
EROSION & SEDIMENT CONTROL FEATURES
Steep Slopes >50% 0 acres 25% 09/0
o 0
Woodlands 0 acres 25 /0 0 /o
granting easements shown on this plan,
6, Easements will be recorded and copies sent to the
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1, An inspection b the Fire Marshall's office will determine where curbing must be painted allow.
P y g P Y
INLET PROTECTION 1p
2. "No Parking -Fire Lane" signs will be placed on the site by the Fire Marshall's direction,
DATA TAKEN FRO+�1 THE I, T. E. MANUAL 7th EDITION
parties involved.
7 All utilities that will service this site must be
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OUTLET PROTECTION�
3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall,
4. Burning brush of natural vegetation requires a Burning construction debris is
r
BUSINESS PARK (CLASS 770) .12. 76 PER 1,000 Sf X 81650 Sf = 110 VMS
placed underground,
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piles permit, prohibited.
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5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed.
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APPROVALS SP �t 70-04
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CHECKDAM CD
RESPONSIBLE LAND DISTURBER
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DIVERSION DIKE OD
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SILT FENCE W/ WIRE SUPPORT �yF
NAME:
o
C LANDSAPI OT
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Frederick County Zoning Administrators ,` Date
SILT FENCE W/O WIRE SUPPORT SF
CERTIFICATION #:
1, Miss Utility must be contacted prior to planting, Advise engineer of record of any conflicts in planting locations
1, Site Plan approval from VOOT will expire three (3) years from the date of the approval letter.
SEDIMENT TRAP ST
EXP. ®ATE
and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities.
2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval,
2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots
3. The Frederick County Sanitation Authority approval is valid for two years from date of approval. If construction is
DATE: DEC. 6 2004
1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in
and be well branched. The planter shall guarantee a// plants for one year.
not in progress at the end of this period, Authority approval shall be void.
the plans,
4. The Frederick County Department of Public Works approval is not enough to begin site development. The
SCALE: N/A
CONSTRUCTION ENTRANCE CE
2. Note: An on -site pre -construction meeting is required with the Owner, Site Contractor, Public Works, & Designer
3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided
to the owner.
owner/contractor must obtain a Land Disturbance Permit and agree to periodic inspections. shall be void.
5. The Frederick County Department of inspections approval does not constitute a building Building
FILE NO. 0144
prior to commencing any site work,
permit. plans
must be submitted and approved prior to constructing any structure. Furthermore, the site must meet all ADA
3. The contractor will possess a Land Disturbance Permit prior to any site work or construction.
4. Plant substitutions will be allowed with the approval of the owner and the Frederick County Planning Department,
requirements and be approved by Inspections.
SHEET 1 OF 3
trench
1,enchvAd
as required"
In
width
I
dle. schedule 40 steel
4-•
Ilse filled with concrete
and painted yellow
7'
2'
18"dia.
(D
concrete
encasement
3'
concrete
thrust block _dL
DETAIL
BOLLARD
FIRE HYDRANT ASSEMBLY
Figure 8
SDR 35 spigot SDR 35 spigot by
by gasketed SDR 21 gasketed
bell 45' bend bell adapter
(see note) T
SDR 35 8.!10"
gasketed bell wye
(see note)
location marker
stone — I
x G'deep
locator marker
chanicalloint
vel tee with
xanch
2'
I
SDR 21 gasketed
pipe and fittings SCH 40
solvent
weld cap
property
line
4" pipe at 2.00%
minimum grade
concrete cradle if top
of main is greater
than 15deep
36'min.
cover
created 21x 4"vAth
top 6" painted green
Note: If top of main is
greater than IS it deep
use heavy wall SDR 35
GRAVITY SEWER SERVICE LATERAL
Figure 14
METER BOX and COVER
METER SIZE
METER BOX
METER BOX COVER
518'x314" or 3M"
18 in. Dia.
Non -Traffic
M32C-PW
Traffic
A32HH
24 in. Dia.
Non -Traffic
MC-30 (Frame) WITH RML-1-T (Top Lid)
Traffic
MC-30 (Frame) WITH RML-12-T (Top Lid)
treated 2N,1"with
ineter box top 6" painted blue
and cover
5 it 24"'
X0
3"stone
surrounding box
8
Opposite Side
COPPERSETTER
mete,
size
Opposite Side
Some Side
5/8"x3/4"
VSHC72-18WO-44-44-B4
VBHC82-1OWD-44-44-134
3/4'
VBHC72-18WO-44-44-B4
VEII-IC82-18WD-44-44-134
V
V13HC74-15WD-44-44-134
- NIA -
INSTALLATION NOTES;
1. Exact location of meter box assembly to be approved prior to installation.
2. Water service crossing street:
a) Encase in 3' diameter SCH40 PVC or SDR21 pipe. The piping shall run from one toot beyond sidewalk, across the
street, to one fool beyond sidewalk
b� Install 12 gauge insulated copper wire for line tracing) from corp. stop to into the meter box 1wrapwire around corp.
stop; wire to be taped to top of PET at 10 toot intervals; come up into meter box and terminate level with angle ball valve).
5/8'X3/4", 3/4" & 1" METER INSTALLATION
(4 FOOT COVER)
Figure 5
q
finished Wade
8.
1
VALCO, Inc
Fig. No. 71 BOB
with lid marked
'SEWER'
I
bottom section
of box
SDR 35
gasketed bell Wye
sanitary (see note)
sewer main
SOR 21
cast iron cleanout cap with brass
plug must be 8" from the top of the
screw type adjustable box
square concrete skid pad
20"x 20'7< 6'deep
cast Iron cleanout cap with brass
plug having a countersunk square
head Panella Model PA4SV-CSK (41
SDR 21 - cleanout pipe
brick base
SDR 35 spigot by
,SDR 21 gasketed
bell adapter
�.SDR 35 gasketed
..,bell 45' bend
\— 6'stone bedding
NOTE : If top of sewer main is greater than 15'deep,
then wye and bend to be heavy wall SDR35.
SEWER CLEANOUT
Figure 16
R7-8 HANDICAP
PARKING SIGN,_
RESERVED
PARKING MAY BE PLACED
INTERNATIONAL SYMBOL
ON ONE BLANK
OF ACCESSIBILITY
ADJUSTING THE
REQUIRED HEIGHT
IF REQUIRED
TO ACCOMMODATE
THE ADDITIONAL
LINES
VAN
I
ACCESSIBLE
Zi
REQUIRED
EFFECTIVE
PENALTY 1100-500
JUL Y 1, 1998
TOW —AWAY 20NE
tl
PARKING SURFACE CONCRETE WHEEL STOP=::�
(IF REQUIRED)
HANDICAP PARKING SIGN DETAIL
(NOT TO SCALE)
Cl-
oc
(n L0
12, Q)
Q� CL_ C)
:Z —
tz
C)
LLJ
o
(J �
J 1
L
10,8,
12 OF 21B
12. 0'
2'-7"(CG-6)—
TAPER
PROFILE
75- ((3))- 14
RALPH S. GRECORY
V
OB 913, PC 1429
-
ZONED: 6-2
USE,VACANT
01
RALPH S. CRE-GOP Y
08 913, PC 142,0
Z
0 ZOA/FD: 8-2
USE: VACANT
INSTALL FIRE HYDRANT AT
THE END OF EXISTING LINE io`�
HYDRANT MUST RE AT LEAST
J' FROM PAVEMENT EDGE 3
N 54'40'11", W 264,54' LIGHTPOLE EY728
sl 50.6' WV
28'
b
2�
N,
600 sf
32J COMPUTER ROOM IWA4 Y8
FF= 7J2. t
—730— 9.1 q'R I
JO)
ti
r
2'
J0
J 2, r
5
12�f,5 � !1 L—d"', ace 7
73I W C)Pa
Ci
(n 75 - ((3)) - 9A
Q:11 4 PC I VETERANS OF FORG[-IN WARS
RS
45
321
ST J 020070462
_n
9' J1.0 8',
5R nT. ZONED: B-2
USE VACANT
—732 1 0 4 2.5R
51111'H 1,l5
(_0 R11V= 7,,30188' PROPOSED ENTRRANCES SHOA,'bl
J2.6 I i
S
J2 4 28,0!
Q5
�J22
f INV )k=i70-5' 1 PER APPROVED RE PLAN BY
* 4
:7-
-p W=119.4), TRIAD ENGINEERING St"CIVED
J; JJJT JJ.J
33'. J2-7�
J5, HIGH APPN 21, 2003, TITLED
SIGN 100
"VETERANS OF FOPCEIN WARS"
Q) SF IN AREA
12
3 ol
6.
+
JJJ 8,050 Sf
32 WALLPA CK LIGHTS (TYPICAL)
11
GENERAL OFFICE U§E--,,,, GENE
FF= 7JJ. JX
TYPE iR CONSTRUCTION, USE: B
20'R 1. V
QJ
It
J91 2R 4 VP By 12 1
S
2R L
X1.32�0
0 1 20' 0, 20'
/0 7,52
% _T 20
2R 2 r '6 r
21P
39�+34 bS S—S—S S —S S
C/o GRAPHIC SCALE
38 37 Jj6s,34 S,54'40'11"E 27J.4J`,,-
.5 1. 1i8O' WA Q
75
75-(I1J))-2l0 ((3)) -14
FELIOPYSHIP ROLE CHUACq, S. CRr1__61ORY
a
DR 913, PO 14')9
DF_,. 955, PG 528
B-2 ZONED: B -- 2
USE ACAN7
USE VACANT
TREAT WOODEN PANELS WITH WATER SEALANT.
Stormwater Management Note
4' ARM This site is served by an approved and installed
400 WATT LIGHT regional stormwater management pond located
at the southern end of the park.
20'POLE
2 " OF SM-2A
MINIMUM SPACING 6" OF 21-8 COMPACTED TO
3r-O" 957,. DENSITY
PAVEMENT SUBGRADE FREE OF ORGANICS . . . . . . . . . .
& COMPACTED TO 95% DENSITY TYPICAL 6' TALL BY 8' WIDE DOG-EARED FENCE
XG-61 CURBING�W
PANEL. INSTALL ON 4'X8' TREATED POSTS SET
TYPICAL PAVEMENT SECTION D
3, MIN. 12:1 72:1 J, MIN. DIRECTLY UNDER THE PARKING DUMPSTER FENCE DETAIL
TYPICAL INSTALLATION OF LIGHTPOLES SPACES N. Ts.
CG-6 CG-6 BEHIND CURB & GUTTER
1.5" OF SM-2A AAA
J" OF 8M-2
Lighting General Notes:
1. Proposed Lights for this project are Hubbell RCSA-400ST d 8" OF 21-B COMPACTED TO
(400 Watt) Lights or equivalent, 957. DENSITY
® ® 2. Lighting must be installed so as not to produce glare onto
neighbors and roadway-
SUBGRADE FREE OF ORGANICS
& COMPACTED TO 95% DENSITY
Ku S FKET APPROACH SAIJE . . . . I 11—u
5 R"A1:riC AS NAKIIIE
TYPICAL PAVEMENT SECTION UNDER
A U
flulurll TO K Ai 1 1 ',CKMAY INSTALL GATES ONTO 6'�W' POSTS
W1 11 a J i PLAPS) =Uj7 '0 R. 4S ENTRANCE, DRIVE AISLES, AND INSTALL OPAQUE FENCE AROUND THE REST OF THE DUMPSTER TO
NOTES:
LOADING AREAS PROVIDE SCREENING
'G
1. H/C SPACES MAY NOT EXCEED A 27, SLOPE. ST'D UJ
>
2. RAMP BUILT TO VDOT CG- 12 STANDARDS. TREAT WOODEN PANEL GATES WITH WATER SEALANT UJ
u,
CIL I's S tJ
I 4^�
4' SUIEWA. K I ff')" V
DUMPSTER GATE DETAIL
4" OF JOOO PSI CONCRETE W1
J. WHITE STRIPING SHOULD BE J" 411DE. O-TICIIAL\ \1, 6- �,__ 7_J
11.01 LIE
FIBER
SIDEWALK OR EXPA1450111 Xlur
4. HIC SIGNS TO BE SET 3' BEHIND SIDEW N. T S.
MOUNTED TO BUILDING IF POSSIBLE OF 21-B COMPACTED TO
IOTH "T' O'OP A7 4
�Olr, W - SEC�10"J 4T�6a
SHZ)Wt, 04,i TY-ICPL SLCMIN. LU
FLArj VIEW 957, DENSITY als and, Signatures C�4
LJJ CONSTRUCT GrAfi_ CIW40CS Wilt! A FA4AIOI IC WRV!, SUBGRADE FREE OF ORGANICS
LU
ek - T 0-
WHEN 04`1,04 RAI)U2 A=V?4OL1AIL & COMPACTED TO 957,, DENSITY
7-HF. TURN S RFOUR7W3IT_9 OF AunOPA121 HFRiY T H OF N _1PLC H OF
v V I'MMOUC C1.13K
MLCI.v7�Ei DEPTH FOR SD -WALK & CURS
0GE O� SHOIUCERL�R 3I�w X, - RA) IS , L L JJIS or 1,11: fi�'ISHCU,_b a_ LLJ � NIAI r-ICR-XSE,.) TO 7".
LO C�IANCL - _q Q_ 0111`0411 tLOW Llu D TYPICAL SIDEWALK SECTION C�
o
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JO. 0'
35. 0' @ 2%
ENTRANCE PROFILE
�A46�,F_70_
WHE�J 5`0. CC-`n IS USED rDH :fJlR,*.Cm5 KALF
III CON,-UNCTON WITH ffi!)7 VIR0,170TS, rl-FAV.
1,01E THL FOLLUAP,U:
_oPL CXH'r..N-L
"J, L4,� OR P�U
-t
PXAMPJTSH� �E CONSTIOUo
L
TO T L R,W LIK XXCUAN( =3�'RADL
F;7ADI,,7ATICbI FF^,UP-0 FOR 1dANIlF
PAfv_I,1M4t V)H:C14 C,11q Ow GIAVE0 n
EIJTRA�CE
TIE FI`JTM4V,,
NrAPL C61113 OR Ccl-ONINT-011 CL1-2
',O11!;TqLICTF,1,
GUIOLLVES OR GN AVE Cid_*IGE 1)
PIC, CUTTER SHAD kOT R--
IT rON, illPfV LNE G11WP_ FOR
FiFF1 RR,-CSvS,
iflILN N C0lkUNG1!(kI Willi SIPSIDA:U
ENIPPrKE VOLUVL CESPABI- VX4IYLN
OG-3 OaCC
6 0 CC-7, THE CtY,3 FAZ.F7CI4 THS
slmux- �13L PDJUS_1�0 U MAI(:1 t-E
HIGH IMORE ',,X1 15CO VPM n Y. 3 %
110J11-ABLE CL;FU CINFICL�P,47!0ll.
f&QIjM *151.10_11�0111 qpo) It N
SE " sl"12XIM FCR CIPS qP95'i DESICIN
1*0 %0_17.1. 5AT14 71"If,
1.0'# C,rSS 7nM 5,'x0 tPli) s 9 Y. 8 X
'4' PLANS -F.i l(; 1-LtC17E W,EN "QW5TRXIrJX, OF
A r'-mv (.iNr 9 R.r.CUP'n -0 po-in;r
CRIIJIArE r:r1JSS THE 6JTP1JrE.
' , FLOWL.OF "Ay '�, - wRv WARPrM Orl 4
PCIR.11UN ji WI-R. 70 K?L="'E: P`JQU0 O% WFJER.
M.77",OD OF TREATP/IENT-
PEFERENCE
:')NNFC, I ION F G�� S_ ' tc IN' ; F RSEC
T � 4
C;NS
snz AND CrjROERCIAL L_",�7ANOZS
"IRGIll OIL JH1JlSP()1
1
BENJAMIN C. 4
U 1:1 1 �
GAR R3;, 0. T 0
MONTGOMERY -
r_1
No. 030342 No1518-B
8- OF JOOO PSI CONCRETE W1 WOVEN
WIRE REINFORCEMENT
"OAI A I NpC o\1
f, 1 0 OF ZI—LI UUMI-libILU IU
D rvV
r 95%, DENSITY
DATE: DEC. 6,2004
-
SUBGRADE FREE OF ORGANICS
THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF
SCALE: 1" = 20'
FILE NO. 0144
& COMPACTED TO 95% DENSITY
FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE
SHEET 2 OF 3
TYPICAL DUMPSTER SECTION
ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION.
€ - -
6
-,
,'
�
\Jr_L/
r I !
o —� �
d�c��
� �-�: �
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rr � �
p
I � � �
� V
—! F--.
I
i u u LI
\,..`— ��
EROSION & SEDIMENT CONTROL STANDARDS
1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is
reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas
that may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be
applied to areas that are to be left dormant for more than one year,
2, During f h r ll iliz r protected with sediment o t e project, soil stockpiles and borrow areas shall be stabilized o p otect t t
trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil
stockpiles on site as well as borrow areas and soil intentionally transported from the project site,
3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent
vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to
survive and will inhibit erosion.
4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall
be constructed as a first step in any land -disturbing activity and shall be made functional before upstream land
disturbance takes place,
5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after
installation.
6.Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be
served by the trap or basin.
a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap
shall only control drainage areas less than three acres.
b.Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three
acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic
yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin
during a twenty-five year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to
a bare earth condition or those conditions expected to exist while the sediment basin is utilized.
7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to
be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing
measures until the problem is corrected.
8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or
permanent channel, flume or slope drain structure.
9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided.
10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water
cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment.
11.Before newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet protection
and any required temporary or permanent channel lining shall be installed in both the conveyance channel and
receiving channel,
12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control
sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material
shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if
armored by nonerodible cover materials.
13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a
temporary vehicular stream crossing constructed of nonerodible material shall be provided,
14• All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met.
15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed.
16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable
criteria:
a. No more than 500 linear feet of trench may be opened at one time.
b. Excavated material shall be placed on the uphill side of trenches.
c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or
both, and discharged in a manner that does not adversely affect flowing streams or off -site property,
d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote
stabilization.
e. Restabilization shall be accomplished in accordance with these regulations.
f•Applicable safety regulations shall be complied with.
17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the
transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or
public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed
from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be
allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well
as to larger land -disturbing activities.
18.AI1 temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or
after the temporary measures are no longer needed, unless otherwise authorized by the local program authority.
Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be
permanently stabilized to prevent further erosion and sedimentation,
19, Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion
and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency
storm of 24-hour duration in accordance with the following standards and criteria:
Prune out any dead or
broken / oremove aJ/ tags,, llabelsbels,, strings,
wires, etc. from plan.
Prune codominont leaders �"" DO NOT prune terminal
2-3" mulch leader or branch tips
Set top of root ball
/7-3 Saucer y equal to or 1-2" Prune rubbing or
above grade. cross branches
„'.. Remove container; use
'• cn '+"'<' sharp blade to make Prune narrow crotch
four 1 4'-1" cuts the
�.t o .r• angles & water spouts
length of ball and cut a
?.:?':j:,`:. •;`,i; r _� 114" X on bottom of
boll; loosen compacted �r Prune broken branches
roots.
Remove tags and labels
CONTAINER GROWN SHRUB
Prune out any dead
h-k-a branches.
all tags, labels,
wires, etc. from
I" mulch
Set top of root boll
equal to or 1-2"
above grade.
s rope & burlap
oot boll.
Dig hole 2-3 times
width of root ball.
BALL & BURLAP SHRUB
SHRUB PLANTING DETAIL
(NOT TO SCALE)
Prune suckers
Cut away all balling ropes
2.-3" mulch kept
Remove top of wire basket away from trunk
Soil well to
1 contain water
B k1'!l
' .. 4".•' ' •
...
ac / soil
Partially backfill,
�
water to settle
Widen and score
��
soil, finish
holes in wall l
bcckfillinq
4
Area for water
Remove container and cut ;,,.
drainage (Pipe
circrng roots if
or tile could
container -grown, or as
be installed)
much budop as possible if Leave solid soil pedestal - do not
field -grown dig deeper than ball depth
Dig hole 2-3 times root ball width
TREE PLANTING DETAIL
(NOT TO SCALE)
E & S CONTROL NARRATIVE
Project Description
I
This site is located in the Battlefield Business Park on the east
side of Sulky Drive. The purpose of this development for the
construction of 8,650 sq. ft. of buildings to be used for offices
ncomputers. This a d development also has parking and drive
aisles for access,
Existing Site Conditions
i
The lot is a vacant field. The ground cover is grass with some
brush along the eastern side,
Ad ' 4. P
I 't
\ SILT FENCE WITH WIRE SUPPORT SF
3 i SI
a •
I , CE 1
The adjacent parcels are a vacant lot like this one. ` •-' ' ` 1 i i
Soils
The soils types determined from the USDA's "Soils Survey of
Frederick County, VA" shows Carbo-Oaklet rocky silt loams `, I
classified as #6C, This soil is predominately yellowish brown silt
foams over bedrock and offers 'severe' erosion hazards. Topsoil ( ` ' ' ' `' .• ' '• ! Y' '" " s + • ,- ? ` i
on this site appears to be 9" thick with rock outcroppings,
Erosion Control Program
• Install construction entrance with wash rack
• Install wire supported silt fence
• Install culverts outlet protection , I
• Grade site and seed all exposed surfaces immediately upon �, ;� �, ! •'� I i
reaching final grader
General Erosion and Sediment Control Notes (VESH Table 6-1)
ES-1. Unless otherwise indicated, all vegetative and structural !
erosion and sediment control practices will be constructed and --roc-` - / s "E , I
maintained according to minimum standards and specifications of ,cr/o..-„",==�%- E200 i
the Virginia Erosion and Sediment Control Handbook and Virginia
Regulations 4VAC50-30 Erosion and Sediment Control Regulations.
l
_
=
ES-2. The plan approving authority must be notified one week
prior to the pre -construction conference, one week prior to the
\
commencement of land disturbing activity, and one week prior to
e
the final inspection.
ES-3. All erosion and sediment control measures are to be placed
prior to or as the first step in clearing,
All plantings will conform with Section 165-36B of
the Frederick County Zoning Ordinance, Planting
Selection, Planting Procedure, and Maintenance,
ES-4. A copy of the approved erosion and sediment contra/ plan
shall be maintained on the site at all times.
Landscaping
Parking Lot Landscap n Data
ES-5. Prior to commencing land disturbing activities in areas
other than indicated on these plans (including, but limited to,
Per Proposed
off -site borrow or waste areas), the contractor shall submit a
1 Tree per 10 spaces 3.5 4
supplementary erosion control plan to the owner for review and
(39 spaces)
approval by the plan approving authority.
Total Impervious Area 1 per 2000 sf 12
ES-6. The contractor is responsible for installation of any
23,085 sf 11.5
additional erosion control measures necessary to prevent erosion
and sedimentation as determined by the plan approving authority.
Percentage of Green 5% 6, 6%
Area in Parking Lot 721 sf 955
ES-7. All disturbed areas are to drained to approved sediment
14,435 sf
control measures at all times during land disturbing activities and
during site development until final stabilization is achieved,
ES-8. During dewatering operations, water will be pumped into
an approved filtering device.
ES-9. The contractor shall inspect all erosion control measures
periodically and after each runoff -producing rainfall event. Any
necessary repairs or cleanup to maintain the effectiveness of the
erosion control devices shall be made immediately,
_ I
C/0 s---s-s-s-�s-S-s_0i' s-s-s-s-s-s -sCC; iv 3 e,a i
1�
tlk%
1
PROPOSED PLANTINGS
HEDGE - BOXWOOD - (28) PROPOSED FOR
HEADLIGHT SCREENING - (3 GALLON CONTAINER)
TREE - PIN OAK WOR RED MAPLE -16 PROPOSED
OTHER DECIDUOUS SPECIES MAYBE SUBSTITUTED
WITH APPROVAL OF FRED. CO, DEPT. OF PLANNING
MINIMUM - 2" CALIPER
CONSTRUCTION OF A SILT FENCE
Frederick County Note: (WITH WIRE S UPPOR T�
The Public Works and Engineering Department will retain the
right to add to or modify these erosion and sediment control 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS.
measures during the construction process, within reason, to TRENCH UPSLOPE ALONG THE LINE
ensure adequate protection to the public and environment. OF POSTS,
S T ONE CONSTRUCTION ENTRANCE
A
ME
.r•nr.nr.r+r•c•r•�•r•r•�r•r•r.r•r••c•r�t�r���ew,
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u n=n=n=n-
FILTER CLOTH 6- MIN, A
MMO E BERM
(OPTIONAL)
ELEVATION S�IDIE
EXISTING GROUND
.j+
VASHRA
10, MIN.
c• ,t
•��c•��c•. ��. Vic•. �p
? �f.!
�?•�j.�$� i <i.
t�I•�?:�.
PEAXVISETMIENNG
. �..
•• . ';�
POSITIVE
0
,.
SEDIMENT
TRAPPING DEVICE
EXTEND FULL MOTH
INGRESSMUST
OF
OPERATION
CLOTHFILTER
SECTION
or
SECTION B-B
[or Sol erosion and Segment Control. and Va. M
FLOW
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
4
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
G
FLOW
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
SOURCE: Adapted from installation of Straw and Fabric Filter Barriers for Sediment Control,
Sh6wood & Wyont
INLET PROTECTION NOTE:
SILT FENCE USED AS INLET PROTECTION
IS NOT ALLOWED IN FREDERICK COUNTY.
CONTRACTOR MUST INSTALL THE
OPTIONAL STONE ARC AS SHOWN,
SILT FENCE CULVERT INLET
PROTECTION
DISTANCE IS 6' MINIMUM IF FLOW
IS TOWARD EMBANKMENT
FLOW
OPTIONAL STONE COMBINATION
cVDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE
TO REPLACE SILT FENCE IN " HORSESHOE " WHEN
HIGH VELOCITY OF FLOW IS EXPECTED
PLATE. 3.05-1
SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC
20' of 20'
GRAPHIC SCALE
PIPE OUTLET CONDITIONS
I
ado (MIN.)
PIPE OUTLET TO WELL
PLAN VIEW lv7w
DEFINED CH"ArEL
L a
l
o% -
d
SECTION A -A
FILTER CLOTH HSY BI 6•-6': R6couusyD.6D FOR 6Nrms PA'RIAI6TER
NOTES- L APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION
BASKET, OR CONCRETE.
2. Ln IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED
USING PLATES 3.18-3 AND 3.18-4.
3. d = IS TIMES THE MAXIMUM STONE DIAMETER, BUT NOT
LESS THAN 6 INCHES.
Source: Va. DSWC
Plate 3.18-1
Seedina Schedule (Der section 3.32 of VESH
1,) Topsoil will be spread at a minimum depth of 4",
2.) Pulverized agricultural limestone will be incorporated into
the soil at a rate of 92 Ibs per 1000 square feet (2 tons per
acre).
3.) Fertilize with 10-10-10 at a rate of 23 Ibs per 1000
square feet (1000 Ibs per acre).
4.) Seed mix will consist of 75% Kentucky 31 Tall Fescue,
10% Annual Rye, 10% Foxtail Millet, and 5% Red Clover at
200 /bs per acre.
5•) Straw mulch will be applied to all seeded areas at the
rate of 3500 /bs per acre and anchored with cutback, or
emulsified asphalt applied at a rate of 200 gallons per acre,
Seals and Signatures
o�-p,.TH op Irr�c ,�k-rH of
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NT MERY GES
? No. 030342 �w Noz518 B
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1411.
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U DATE: DEC. 6, 2004
I RIPRAP SCALE: 1" = 20'
THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF
FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION FILE NO. 0144
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE
ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 3 OF 3
PLATE. 3.08-1
c 0,
T y
''!ENT
EROSION & SEDIMENT CONTROL STANDARDS E & S CONTROL NARRATIVE 0 ILL
r'
Project DescriAtion G - 1 `�
1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is ; + \ ` - - - 728 - UGHTPOLE { `+ ECG a" lY/l
reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas 3 : rw w�- w w
that may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be This site is located in the .Battlefield Business Park on the east + { 5D•s __._ _. �.____________.___.___ �u, , o # I W m
28
applied to areas that are to be left dormant for more than one year. side of Sulk Drive. The purpose of this development for the 1 1 �" '=-=""""--°----� --- -- -- - -= `�` - - ' ' ' ' jy 0 o
PP Y Y P 1 � ,�._.__1..._.._��' _!..�._.._.._y_T-_`._ .__._i- ;>�--�-•------s..,�- � 'g ido, �r
construction of 8,650 sq. ft. of buildings to be used for offices 3 / �, 1600 sf 1 i / I ii ``✓ I i 1 `` 13� L
2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment and computers. This development also has parking and drive t o
P P g i COMPUTER ROOM i r` j 3 II►� i%s 1Y
trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil aisles for access. 1 # 0 I ! ` E
F 732.33 I j f ,
stockpiles on site as well as borrow areas and soil intentionally transported from the project site. E�lOR ! ' + `, ( 730 , 2#5R 0
�t 1 3O # I I ' i t ti 1' y 3t? 41 v
3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent Existing Site Conditions 2 } { ; i i 3 9 y #
vegetation tion shall not be considered established until a ground cover is achieved that is uniform, mature enough to i ' \, 5'R W CL
g The lot is a vacant field. The ground cover is grass with some �. a) N •�
survive and will inhibit erosion.
brush along the eastern side. 1 X oading ,pace \ i 731� / �` # ") .2 g
4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall t. ! / f `/ I ' I ca
�.
be constructed as a first step in any land -disturbing activity and shall be made functional before upstream land Adjacent Parcels�t
disturbance takes place. DUMPS�Rr ` a. , ; # I �� N 0
The adjacent parcels are a vacant lot like this one. t'x12 9 a' e ( a i f ` # I o �. E
5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after ' E1 \ j f { o , y30.�' O �-
installation. �0 1 r '# { i # O c
Soils
\ ; 1 4 1 732 1 i �', ca iS / I I �° S� c
6.Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be , 1 �\ �/ ? r # / JM* R X.3'
The soils types determined from the USDA's Soils Survey of ` i i r �. I
served by the trap or basin, .� ' ! 3 , ( �, 1 f
Frederick County, VA shows Carbo-Oaklet rocky silt loams i� I , 1 # �f i ! I / w L SSMH #5
a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap classified as #6C. This soil is predominately yellowish brown silt `=1---- ; __ ._ 1 _ _ ' _ i / { / RIM=7
drainage areas less than three acres. loams over bedrock and offers severe er son hazards. Topsoil a'• ' ' �' �:. "'� . • ; • s . • .? i, `' 1NV 71 .
shall only controld a nagelV �. _.+__._,.. �..__.. _.. .._�..a._w._.., �_._ _ ,..-.., _ ,_.._...._.._..r_..__1_.. _..... _....�___.__w..__._......_....___...._ ._. �_,• ��.__ ___..c.�_._,__..__...k___ , ter. �._..j._4._. ,1
,r \ ti IN,V'10 =719.4
on this site appears to be 9 thick with rock outcroppings. `75 I
b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three' \ ` \, oc \ c� Q* -� r 0 ✓
acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic Erosion Control Program Qe i�
yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin TABL PA
during a twenty-five year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to . �, \ ►�
• Install construction entrance with wash rack \ 1 A :I � + 36.0' I J
a bare earth condition or those conditions expected to exist while the sediment basin is utilized. \ . e \ 8 050 sf \ j
• Install wire supported silt fence ►� . •' 1 , �,
will minimize erosion, Slopes that are found to • Install culverts outlet protection \ ' 1. WALLPA�K LIGHTS PIG4L 0 ` \ GENERAL OFFICE USE \ !
7. Cut and fill slopes shall be designed and constructed in a mannerthat p (�'Y )
be erodingexcessive/ within one year of permanent stabilization shall be provided with additional slope stabilizing • Grade site and seed all exposed surfaces immediately upon \ \ °l . ;, + t `` FF=73233' \ i I 3r 3
Y
TYPE 2,9,CONSTRUCTION, USE- B 0
measures until the problem is corrected. reaching final grade \
8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary orGeneralErosion and Sediment Control Notes VESH Table 6-1 \ \ m°'
a t ) 'i t o o �ITa� eY
permanent channel, flume or slope drain structure. \ \ ' S 4 g �. ';' cis �, I
ES-1. Unless otherwise indicated all vegetative and structuralFCSA
/
9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. Gov�ITOi� \ _ _ _ _� e "� \`` �/ C o j
erosion and sediment control practices will be constructed and . _ ______._______ ____.____ , 0 s
-- .,
maintained according to minimum standards and s ecifications of --732-- �-
10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water 9 P a '
cannot enter the conveyance system without First being filtered or otherwise treated to remove sediment. the Virginia Erosion and Sediment Control Handbook and Virginia
Regulations 4VAC50 30 Erosion and Sediment Control Regulations. '� C/0
11. Before newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet protection !
and any required temporary or permanent channel lining shall be installed in both the conveyance channel and ES-2. The plan approving authority must be notified one week
receiving channel, prior to the pre -construction conference, one week prior to the
commencement of land disturbing activity, and one week prior to ti
12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control \ \ \
the final inspection.
sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material
shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if
armored by nonerodib/e cover materials. ES-3. All erosion and sediment control measures are to be placed All plantings will conform with Section 165-368 of
prior to or as the first step in clearing, the Frederick County Zoning Ordinance, Planting PROPOSED PLANTINGS
13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a Selection, Planting Procedure, and Maintenance. 20' 0' 20'
temporary vehicular stream crossing constructed of nonerodib/e material shall be provided. ES-4. A copy of the approved erosion and sediment control plan
shall be maintained on the site at all times. HEDGE -BOXWOOD - (18) PROPOSED FOR
14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. Parking Lot Landscaping Data HEADLIGHT SCREENING - (3 GALLON CONTAINER) GRAPHIC SCALE
r Prior to commencing land disturbing activities in areas
15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed. other than indicated on these plans (including, but limited to, Per Code Proposed
other
16. Underground utility lines shall be installed in accordance with the following standards in addition Ca other applicable off -site borrow or waste areas), the contractor shall submit a 1 Tree per 10 spaces 3.5 4
criteria: supplementary erosion control plan to the owner for review and (39 spaces) TREE - PIN OAK &/OR RED MAPLE -16 PROPOSED
approval by the plan approving authority. OTHER DECIDUOUS SPECIES MA Y BE SUBST17VTED
a. No more than 500 linear feet of trench may be opened at one time. Total Impervious Area 1 per 2000 sf 12 WITHAPPROVAL OFFRED. CO. DEPT. OFPLANNING
ES-6. The contractor is responsible for installation of any 23,085 sf 11,5 MINIMUM - 2" CALIPER
b. Excavated material shall be placed on the uphill side of trenches. additional erosion control measures necessary to prevent erosion
and sedimentation as determined by the plan approving authority. Percentage of Green 5% 6.6%
c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or Area in Parking Lot 721 sf 955
both, and discharged in a manner that does not adversely affect flowing streams or off -site property. ES-Z All disturbed areas ,are to drained to approved sediment 14,435 sf
d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote control measures at all times during land disturbing activities and
stabilization. during site development until final stabilization is achieved.
INLET PROTECTION NOTE:
e. Restabilization shall be accomplished in accordance with these regulations. ES-8. During dewatering operations, water will be pumped into SILT FENCE USED AS INLET PROTECTION PIPE OUTLET CONDITIONS 0.
an approved filtering device. 4
f.Applicable safety regulations shall be complied with. IS NOT ALLOWED IN FREDERICK COUNTY, A ---�- .�,�
Y.
17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the periodically
The contractor shall inspect al/ erosion control measures CONTRACTOR MUST INSTALL THE A ° 1 J U4
transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or periodically and after each runoff -producing rainfall event. Any
public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed necessary repairs or cleanup to maintain the effectiveness of the OPTIONAL STONE ARC AS SHOWN, I
shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be erosion control devices shall be made immediately, se \ a
from the roads by shoe g p g P P 'Q
allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well CONSTRUCTION OF A SILT FENCE � W U) t� o
as to larger land -disturbing activities. Frederick Counts Note: (WITH WIRE SUPPORT) �'"'�'" _� � � U z Q
The Public Works and Engineering Department will retain the SILT FENCE CULVERT INLET 18.All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or right to add to or modify .these erosion and sediment control 1, SET POSTS NO EXCAVATE A 4"1 2. STAPLE WARE FENCING TO THE POSTS.
after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. measures during the construction process, within reason, to H Up�ppE /�,Orp ME UNE b s Q O � at W Z
Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be ensure adequate protection to the public and environment. OF POSTS. PR 0 rA.IirDL N °" '-' 4 O CL p
permanently stabilized to prevent further erosion and sedimentation,
i � � co v
19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion
Q
ENDwAL s�xo�r A -A .- m W v
and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency -. woos,,,,, , u ,�Y „ „r,; agM~` NMIIIIIIIIIIIIIIIIM """�""'�0°a' IT IT it W W ~
with the following standards and criteria: `�i z ` III~ OW As �AT� U j Z Q
� �
s �� � n%��si�oi swa�ae, cur � � � -CI
�
storm of 24-hour duration in accordance w o gLCJ
boom '°' " w STONE CONSTRUCTION ENTRANCE -- /� ''°'E °� "`' CULVERT
�°""°" '� • are-? Q
0 ,, (III III ,Q m
Phru oodorn4,°rr M•abw•- `-- Dd NL�T t twnnihat W WL ulna - Seeding Schedule er section 3.32 of VESH �
.��/� ,/ g fa ) U 00
2-J• IPNI�Ch tiadK a' bronoA t�7• A � ��."■+ I �� W
sat �r _ 1.} Topsoil will be spread at a minimum depth of 4 ".
2-3• sauoar
s a�Ow��yr of r M= cum pow 2.) Pulverized agricultural limestone will be incorporated into ~
Phm n�ea►p r �" A ' the soil at a rate of 92 lbs per 1000 s uare feet 2 tons per JJ
a:rnMu P q ( P
ftm awao rn , u°e
SIDE ELEVATION FLOW " acre).
atiarp to wows Phan• nwor anm ewola• 4 3.) Fertilize with 10-10-10 at a rate of23 /bs per 1000
0bW r/4 =t Cub an OWM & "'w spoub
square feet p )
o N, ana � o 7. ww. q (1000 Ibs er acre .
x an hottan a T 4.) Seed mix will consist of 75 %Kentucky 31 Tall Fescue, 10
10"I"' oonpootad --�+� t++ + lArnnoha° W MN 3. ATTACH THE WEIR FABRIC TO THE WIRE 4. BACKFi L AND COWACT THE • 7�E OF �'
ADO ' % Annual Rye, 10 % Foxtail Millet, and 5 % Red Clover at y
�+"° � arrd ktok, -%.. FENCE AND EXTEND R MW THE TRENCH. EXCAVATED S014
200 !bs per acre, w
CONTAINER GROWN SHRUB ,� SLT FENCE 5.) Straw mulch will be applied to al/ seeded areas at the Z
Phi suak"1° w is TCMr�aoDISTMCE �� IF FMrate of 3500 ibs per acre and anchored with cutback, or 0 �
Phmet' 2'-3" muk+h emulsified asphalt applied at a rate of 200 gallons per acre. Z Z
or b) out arty dead Flew Z O
or brotarr bnnohea AMrrrow lop o/ a�lir baNwt Barn bunk LAwnow wdtn"R ita n,a:r slot► o+r to v or a -\ Nunn i T / z �
"'°"' • ; I �- �- !i * Seals and Signatures
ft4 PAN/' I - ,/ OPTIONAL STONE COMBINATION W
� a,00t oar r»rr,.
2-3• saw« eorrol to or t 2' ��" �! VIEW
r�' ur rx r� �p,1.TH QF j m
dww
r
e' °Bali w=0 A."�' wM. r PLOW- G'r
4} BENJAMIN C. `� iam„ow b a '"'Q NOS z�oeaoTM
h v MONTGOMERY v Q
root bow4 SECTION A -A ii mw ,� , _ 0 0
nsolr x kwbF4INT
QWV be FtAwor a " A No. 030342
woEXTENSION OF FABRIC AND MITRE INTO TM TRENCH. � O� �� ,-+ Ln
� �~
p� ~ O""�aM M Lw a w *WZ - do not b1
w?dM io dr0 ' *PO ' • • , ' S C7
{ r
L hdo 2-1 Lino• root bar ob" 1 FILTER FABRIC
ti
SI011JAL �� DATE: DEC. 6, 2004
BALL & BURLAP SHRUB
TREE PLANTING DETAIL "�'°"�' ,w 'T �TAWIN «A� I RIPR�P SCALE: i° = 20'
SHRUB PLANTING DETAIL . m sME) SECTION B-B I rr�E HM VEII OF A w m cooblib THESE PLAINS ARE IN CONFORMANCE WITH COUNTY OF
(NOT In S1Cr4t4
FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION FILE NO. 0144
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE
ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 3 OF 3
90URCE: from lest�loiion of Show and fo6ric Fier Banters for Sediment Control PtAiE. 3.0�1 PLATE. 3.08-1
Snood & SOURCE: ADAPTED from VDOT Standard Shoats and Va. DSWC
�4
EROSION &SEDIMENT CONTROL STANDARDS E & S CONTROL NARRATIVE i ` `� �� LL
L
f Jo. F', � cm
Project Description � � � 4a-°"""��"� �� \ � } �'"""'--� � ��
1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is p , \ 728 ti UgHMOLE f ix g w/1 \�
w 3 ' •.
reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas �'-� `-" "--" ;raw Iw - " '� w
that may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be This site is located in the Battlefield Business Park on the east 5os _" "�"�____.____-_..________�_h �; �^ _ _- , c :' ::: J `�
applied to areas that are to be left dormant for more than one year. side of Sulky Drive. The purpose of this development for the co co
.� K- ,
construction of 8, 650 sq, ft. of buildings to be used for offices T/'
"' 600 sf i, , i ' f' ; ` `w� _ i i , `` I �c.' a
2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment and computers. This development also has parking and drive t i o COMPUTER ROOM S� ! ' i i i I { ri # { t/s'IYM
trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil \ N Q ' ' # � I ' ! ` ( o
PP 9 PP P P rY P P aisles for access, , F) 732.33 i t i i �. ! 73o I I 215.R O
stockpiles on site as well as borrow areas and soil intentionally transported from the project site. �70R _ 4- i i , !
\ 30' j I I�I
3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent Existing Site Conditions Q 2 y
P 9 P Y 1 S.R.,__,
vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to 1\ t (
survive and will Inhibit erosion. The lot is a vacant field. The ground cover is grass with some / ,� / ; > N
brush along the eastern side. 1 x Loading ,pace / ,- «731- f
ete dikes, sediment barriers n other measures Intended to trap sediment shall ` "' % `% \ '� "`"- ii
4. Sediment basins and traps, perimeter d es, ed ent ba and p , ���. � � !! �, � � \ ` I 4L�4_�,�, � � •� Q 3
be constructed as a first step in any land -disturbing activity and shall be made functional before upstream land Ad acent Parcels �, , W `'' o " Z a� > _
disturbance takes place. i DUM15F\ \ \ \ �, 9' 8' 8' Og- 1-5 �= p 2 , I � �a► O E
The adjacent parcels are a vacant lot like this one. \ A� , ! \ ; �, f , - { r . „ I O a3 0
5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after ` ( ' ! ti I I ! �� {���~° i '\ ` i X.3 .7 I C
installation.
Soils\! 732OD
6.Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be f � � s E\ ! � w
! r `:�
served by the trap or basin. The soils types determined from the USDA's "Soils Survey of Q ` ti + \ 1 ! I, { ! ! , !! ! i l
\ J \ ti ! i I I ! f ! SSMH 5
Frederick County, VA"shows Carbo-Oaklet rocky silt loams
a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap classified as #6C. This soil is predominately yellowish brown silt
r r r �,� •�'1, tVr''�,apt' .. .' SI° '�';.+� INV
shall onlycontrol drainage areas less than three acres. _ _._.... __....__._r_ ... �_,... �_.� _..-,,,..._ . __�...___.�4c:�'.<,__, _...:___.,_ :...�r. __a.___, a +
9 hams over bedrock and offers severe erosion hazards. Topsoil lu , �., .x __...,... rr:.._._..r,___..�_..�.._x..�, 1 . . a __ _ ._ .._ l,...._-_.., _ _ ...,. _.....__ :..._ ....... ,._, �; - is '` i I I IN,V'OLI=719.4
on this site appears to be 9" thick with rock outcroppings. ; j 75
b.Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three ` \ �, t, d' 1, c� \ o M _ - .- - o - { r . o ✓�
acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic
Erosion Control Program
yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin TABL PADS
during a twenty-five year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to 3s0'
• Install construction entrance with wash rack \ :� i \ I `
a bare earth condition or those conditions expected to exist while the sediment basin is utilized. � � a •'� �
p • Install wire supported silt fence \ ,� �� !... + �; 8,050 sf. 1 ,
7. Cut and fi/I slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to • Install culverts outlet protection \ `, 1'• WALLPA�K LIGHTS IYPICAL) i `` ` `GENERAL OFFICE USE-,,,
be erodingexcessive/ within one year of permanent stabilization shall be provided with additional slope stabilizing • Grade site and seed all exposed surfaces immediately upon \ \ ` , . i, \ FF-732.33 \ �'
y y P P P 9 \ co � ! TYPE 2�B,,CONSTRUCTION, USE 8
measures until the problem is corrected. reaching final grade \� \ t' ' �r �n \ 1 rye
8. Concentrated runoff shall not flow down curt or fil/ slopes unless contained within an adequate temporary or \ C �4' ' "� C± ?' i i`TAP er
P q P O' General Erosion and Sediment Control Notes (VESH Table 6-1) e,j k S `�. \ �5
permanent channel, flume or slope drain structure, S �q
ES-1. Unless otherwise indicated all vegetative and structural \ ,4,
9. Whenever water seeps from a slope face adequate drainage or other protection shall be provided. g GENERATOR \
erosion and sediment control practices will be constructed and \ \ a ----- - -- --- ---- -----------� -- -- = y
A
-� --� -
10. All storm sewer inlets that are made operable durin construction shall be protected so that sediment -laden water maintained according to minimum standards and specifications of �'"" 0
cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment, the Virginia Erosion and Sediment Control Handbook and Virginia
Regulations 4VAC50-30 Erosion and Sediment Control Regulations. 5 - s -- S - --'S 0 0�l S -- S - S - 5 - S - $ - - S0
11.Before newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet protection t e
and an required temporary or permanent channel lining shall be installed in both the conveyance channel and
Y q P Y P 9 Y ES-2. The plan approving authority must be notified one week
receiving channel, \ j
prior to the pre -construction conference, one week prior to the
IZ, When work in a live watercourse is performed, commencement of land/ disturbing activity, and one week prior to `� ' �. t
p , precautions shall be taken to minimize encroachment, control the final inspection. \ \ \ / ► I I ,
sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodib/e material
shall be used for the construction of causeways and cofferdams. Earthen fill maybe used for these structures if
armored by nonerodible cover materials, ES-3. All erosion and sediment control measures are to be placed All plantings will conform with Section 165-36B of
prior to or as the first step in clearing. the Frederick County Zoning Ordinance, Planting PROPOSED PLANTINGS
13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a Selection, Planting Procedure, and Maintenance. 20' 0' 20'
temporary vehicular stream crossing constructed of nonerodible material shall be provided. ES-4. A copy of the approved erosion and sediment control plan
shall be maintained on the site at all times. HEDGE - BOXWOOD - (28) PROPOSED FOR GRAPHIC SCALE
14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. Parking Lot Landscaping Data HEADLIGHT SCREENING - (3 GALLON CONTAINER)
15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed. ochES-e Prior to commencing land disturbing activities in areas Per Code Proposed
other than indicated on these plans (including, but limited to, ---
16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable off -site borrow or waste areas), the contractor shall submit a 1 Tree per 10 spaces 3.5 4
criteria: supplementary erosion control plan to the owner for review and (39 spaces) TREE - PIN OAK 8/OR RED MAPLE -16 PROPOSED
approval by the plan approving authority. OTHER DECIDUOUS SPECIES MAYBESUBSTITUTED
a. No more than 500 linear feet of trench may be opened at one time. Total Impervious Area 1 per 2000 sf 12 WITHAPPROVAL OFFRED, CO. DEPT. OFPLANNING
ES-6. The contractor is responsible for installation of any 23,085 sf 11.5 MINIMUM - 2" CALIPER
b. Excavated material shall be placed on the uphill side of trenches. additional erosion control measures necessary to prevent erosion
and sedimentation as determined by the plan approving authority. Percentage of Green 5% 6.6%
c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or Area in Parking Lot 721 sf 955
both, and discharged in a manner that does not adversely affect flowing streams or off -site property. ES-7. All disturbed areas are to drained to approved sediment 14,435 sf
d. Material used for backfrlling trenches shall be properly compacted in order to minimize erosion and promote control measures at all times during land disturbing activities and W
stabilization, during site development until final stabilization is achieved. INLET PROTECTION NOTE:
a
e. Restabilization shall be accomplished in accordance with these regulations. ES-8. During dewatering operations, water will be pumped into SILT FENCE USED AS INLET PROTECTION PIPE OUTLET CONDITIONS
an approved filtering device. �
f.Applicable safety regulations shall be complied with. IS NOT ALLOWED IN FREDERICK COUNTY. A, r'•®I j
17. Where construction vehicle access routes intersect paved or public roads provisions shall be made to minimize the ES-9. The contractor shall inspect all erosion control measures CONTRACTOR MUST INSTALL THE �(�►►.) W
P p ' P periodically and after each runoff -producing rainfall event. Any A O
transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or OPTIONAL STONE ARC AS SHOWN I v a Q
public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed necessary repairs or cleanup to maintain the effectiveness of the so \ �, c
from the roads b shoveling or sweeping and transpotted to a sediment control dis osal area. Street washin shall be erosion control devices shall be made immediately. LU Q Z
allowed only after sediment is removed in this manner. This provision shall apply to individual development ots as well CONSTRUCTION OF A SILT FENCE Z � � p M
as to larger land -disturbing activities. Frederick County Note: (WITH WIRE SUPPORT '" �"' --�- U w Q '.
The Public Works and Engineering Department will retain the SILT FENCE CULVERT INLET z a C" -
18.A11 temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or right to add to or modify these erosion and sediment control �, g� ppgTg �D EXCMATE A 4•X4• 2. STAPLE WIRE FENCING TO THE POSTS. p tZ C: , z
after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. measures duringthe construction process, within reason, to TRENCH UPSLOPE WING THE LINE D s --- �
Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be P PR 0 TECTION O i O
ensure adequate protection to the public and environment. OF P05i5. i ti C� U
permanently stabilized to prevent further erosion and sedimentation, m Q Q Q
EHDIYNl 8rertauHt A-,t aewr ar�r r-rr �aao�s T �aimra� cn V) W W
19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion
ferFs 1 MRQi L1i1a 1NY 1[ RlMP, illaDr[p R1PIdW. 611Oi �L O � W W
and damage due to increases in volume, velocity and peak flow rate ofstormwater runoff for the stated frequency f + � a oarnae:s CL. L. Z q
/ L La = Me Le" or TW FAMW MIW a cMAUTO
storm of 24-hour duration in accordance with the following standards and criteria: -'' �' �� �n,o r &,�,. AM ��� O W � W
r j �
// TOE OF FILL 8owvw Va am Pfabr 8. f8-f � Q
Runt out oraA or -,�„ CULVERT
Almor"I.t, , STONE CONSTRUCTION ENTRANCE -- � � M
��= ea =�. �� � Jill 1 Jill Q LL
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„ , pi n, ooeovnprmrrt .. DO moo pin, bnn*w/ �,,,� wwnTwa � i �/ � � Seeding Schedule (per section 3.32 of VESH) � �
Ibodrr or brmoA � � G"'y J - /� C�
•
2�. s�,cN s sit topes ( ror "t ho = 1.) Topsoil will be spread at a minimum depth of 4'.
Ptir,• nee►,p I 2.) Pulverized agricultural limestone will be incorporated into p
rL TQ a orn r osrn�u �'" the soil at a rate of 92 lbs per 1000 square feet (2 tons per J
SIDE ELEVATION FLOW I I acre).
O°"�'01DW' we 3.) Fertilize with 10-10-10 at a rate of 23 lbs per 1000
ae10�rf�otrb �. & � °"°"� 4 • square feet (1000 lbs per acre).
Pam e ar, d ° 7' � -�- 4.) Seed mix will consist of 75 % Kentucky 31 Tall Fescue, 10
rnobr Rrmow and _' - ate' an1101iN , W NK 3. ATTACH THE FILTER FABRIC 70 THE WIRE 4. eACKFILL AND COMPACT' THE • � °F �' % Annual Rye, 10 % Foxtail Millet, and 5 % Red Clover at 3
_I._ FENCE MID EXTEND tr Irro THE TRENCH. EXCAVATED SOIL 200 lbs per acre, w
sLT FENCE • 5. Straw mulch will be applied to all seeded areas at the
CONTAINER GROWN SHRUB ) pp
Aug. VA*" � � D � IF � rate of 3500 lbs per acre and anchored with cutback, or
a� asrod art oMW oI baft 2.�. rMrk�r emulsified' asphalt applied at a rate of 200 gallons per acre. Z z
r 1 Wne al fiWMW bop o/ wkw bolt FLAW ti Z
/ _ w�r� •bc ► &I w.a to emu
� --� T '� � * W z
w „orm ..� �. �.-- Seals and Signatures
,,,,� _ _ OPTIONAL S T ONE COMBINATION
or�tnoN PLAN VIEW
Sit bop of root boI k''.,�N, r� �, •�► ��. (jil /'�`-�''`. (III > im
2-3• sarroor bo or 1-r � ..r P, , ur rx __�...� � LTH p fi !r m
- . prodw �� ` •' � P&tA to
New �' w. / L� _ 1.0' �,S• w
r--- l�� Q
I haw" °� �"' ,w,� � �. � � Flow _
w► mm mpo & bwlap ra.,� a mu v B E NJAM I N C. y w u� kD
h°"' ,00t bob: '�"'° SECTION A -A I . MONTGOMERY o M
a M r p Nlo. 030342 w p
P t ow a aoI - EXI N" OF FABRIC AND WIRE INTO THE TRENCHdo wt. O� � *-+ Ln
wider,! moot &A er�e�or. *V ate«, 0 dopM C%
Orb hod 2-3 &w root bW wA*h � ' FILTER FABRIC NAL
DATE: DEC. 6, 2004
F
BALL & BURLAP SHRUB /
TREE PLANTING DETAIL a� ,� rm T MBA iTfF IN 'H of • � «Ass I RPW SCALE: 1" = 20'
SHRUB PLANTING DETAIL SECTION B-8 I • WIRE HIGH V01M Of FLAW IS ExPE�= THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF
(NOT 1n SCALE) - FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION FILE NO. 0144
(NOT Tiff SC40
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE
ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION.
SOURCE: A ed from lmtda6m of Stmw and Fabric Filler Baal M far Sediment Cotrtral. PME 3.05--1 SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC SHEET 3 OF 3 f
%MW PLATE. 3.08-1
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