HomeMy WebLinkAbout28-08 Boyce's Martial Arts - Indoor Recreation Services - Back Creek - Backfile (2)LEGEND
FCSA CONSTRUCTION NOTES
VDOT GENERAL NOTES
VICIN17Y MAP
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EXIS77NG FEATURES
1. The A uthority's Water and Se wer Standards and Specifications are a vailable 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
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2. The water and sanitary sewer portion of these plans are valid for two years from date of FC5A approval.
Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control
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EXISTING EDGE OF PAVEMENT EX EP
3. The contractor shall adhere to the standards and specifications in effect at the time of construction.
Regulations, and any other applicable state, federal, or local regulations applicable. In case of a discrepancy or
conflict between the Standards or Specifications and Regulations, the most stringent shall govern.
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EXISTING EDGE OF GRAVEL EX EG
4. The contractor shall coordinate with, and arrange for inspection by, the Authority.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety & Health
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EXISTING CURB AND GUTTER
5, The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole.
Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules & Regulations.
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EX CG-6
6, When an existing water (or forced sewer) main is tapped for the installation of a new line:
EX. INTERMEDIATE CONTOUR 48
a) The Authority shall furnish all labor and material.
b) the developer1contractor must:
V3. When working on VOOT fight -of -way, all traffic control, whether permanent or temporar),� shall be in accordance
with the current edition of VOOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be
1. make application and pay deposit.
certified in accordance with Section 104.04(c) of the VDOT Road & Bridge Specifications.
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a)
EXISTING INDEX CONTOUR 50
2. mark the tap location.
3. coordinate installation with the engineering -assistant.
V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal
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to
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EXISTING SPOT ELEVATION X 50.0,
be Authority's Inspector.
poles, junction boxes, controllers, etc., owned by VOOT or private /public utility companies. It is the sole
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TELEPHONE LINE
7. Exact locations of water and sewer services on new lines are to coordinated with the
furnish through 2" in
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
a) >
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EXISTING
8. The Authority's maintenance division shall and install all water meter size.
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Zt is the developer's1contractor's responsibility to have the meter box assembly installed correctly.
responsibility.
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EXISTING SANITARY SEWER
Before a permanent meter is installed:
a) The meter box, with its frame and cover, must properly aligned with the coppersetter.
V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to
change as deemed necessary by VDOT. Any additional incurred field
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EXISTING ELECTRIC SERVICE
expense as a result of any revision shall
b) The frame and cover shall be set to final grade.
be the responsibility of the developer.
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EXISTING GAS LINE
c) The distance between the top of the cover and the coppersetter shall be between 18" and 21'�
d) All components of the meter box assembly shall be in proper working order.
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VOOT land use
U. 15" RCP
permits for any work on VOOT right -of- way.
-0 R%0_7ECT INFORMA TION
EXIST[NG STORM SEWER
9. For water and sewer services that connect to existing lines:
a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant,
V7. If required by the local VOOT Residency Office, a pre -construction conference shall be arranged and held by the
EXISTING FENCE LINE
b) An Application for Service must be made and fees paid before work will begin.
engineer andlor developer with the attendance of the contractor, various County agencies, utility companies and
Owner Develope
c) The Authority shall furnish and install % 314 " and 1 " water services.
VOOT prior to initiation of work.
Michale D & Caroline N Boyce Michale D & Caroline N Boyce
213 Combs Dr. 213 Combs Dr.
EXISTING DITCH LINE
If
d) For all 1 112 " and 2 " water services, the Authority shall make the tap and bring the piping to the
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined
Winchester, VA 22602 Winchester, VA 22602
EXIS77NG WATERLINE W1 TEE iTi
property line. The contractor shall furnish and install the meter vault assembly. The Authority,will
length of time, VOOT requires 48 hours advance notice prior to any required or requested inspection,
Phone - (540) 869-5900 Phone - (540) 869-5900
install the meter.
EXISTING FIRE HYDRANT EX. FH
e) The Authority will install all sewer laterals.
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
eLoj2erty Data Building Setbacks Per Code Propose
EXIS TING WA TER VA L VE
10. Any water service line must have a backfiow assembly (double check valve or RPZ, as required). The assembly
Virginia Erosion & Sediment Control Handbook. Furthermore, access to other properties affected by this project
Tax Map Number 75-((A)) - 91 F Front: 35' 219'
must meet ASSE Standard No. 1015 or 1013.
shall be maintained through construction. The Developer shall have, within the limits of the project, an employee
Address 135 Commonweath Ct Left Side: 15' 15,8'
EXISTING REDUCER
certified by the Virginia Department of Conservation and Recreation (VOCR) in Erosion and Sediment Control who
Area 2.0324 acre Right Side: 15, 56.6'
11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double
shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and
Zoning B3 Rear: 15' 37.6'
EXISTING TREE DRIP LINE
check valve or a RPZ, as required). The assembly shall meet ASSE Standard No. 1048 or 1047. Any exterior,
operation. Deficiencies shall be promptly rectified.
Legal References Inst #010014954
privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately
Parking Setbacks Per Code eLo gosed
77-
before the backflow prevention unit. Radio read remotes are required.
V1 0. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of
Existing Use indoor Recreation Services Front: 28'
PROPOSED FEATURES
12. FC5A to review the mechanical plans(s) for design and material approval of. 1) the domestic water meter and
construction.
Proposed Use indoor Recreation Services Left Side: 5f 51
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its backflow prevention device, andlor 2) the fire service line's backflow prevention device.
V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36)
Right Side: 5' 0'(Easement)
Zonin Da Rear., 51 128'
PROPOSED EDGE OF PAVEMENT PROP EP
inches cover and when possible shall be installed under roadway drainage facilities at conflict points.
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Open Space Minimum 15% = 13,280 sf
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PROPOSED EDGE OF GRAVEL PROP EG
V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during
the course of be immediately brought to the
Open Space Proposed 53% = 46,884 sf Use For Pa Unit Space per Sq.
F.A.R. Maximum 1.0
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GENERAL NOTES
construction shall attention of the engineer and VDOT, Work shall
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cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT,
F.A.R. Proposed 0.13 Indoor Rec 7,800 1 per 150 sf
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PROP. CURB & GUTTER PROP CG-
1. Permits must be issued from VDOTprlor to any construction in a public right-of-way.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior
Office 2,496 1 per 250 sf
Building Data Storage 1,304 1 per Emo
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PROP. REVERSE CURB & GUI IM
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2. The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way.
to placement and fill. Where CBR testing is required, a VOOT representative shag be present to insure the sample
obtained is representative of the location, When soil samples are submitted to private laboratories for testing, the
Type of Construction 2C - Metal Loading Space: 11,600 1per20,000sf
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PROPOSED CONTOUR 50
3. The contractor will remove all mud and debris from the public right of way that is left by vehicles enterin and
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samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing
shall be performed in accordance with all applicable VDOT standards and procedures.
Existing Area 7,600 sf Total Parking Spaces Required 62
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leaving the site.
Proposed Addition 4,000 sf
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PROPOSED SPOT ELEVA 77ON +
4. Any damage to neighboring properties including county roads and sidewalks, caused by the development of this
V14. All roadway fill, base, subgrade material, and backfill in utilitylstorm sewer trenches shall be compacted in six (6)
inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus
Height Maximum 35 feet Pr. Parking Spaces 66
Height Proposed 20 feet
PROPOSED STORM SEWER PROP. 24'0 ADS
site will be the responsibility of the developer. All damage must be repaired to original conditions.
2% of optimum moisture for the full width of any dedicated street right-of-way, At the direction of VOOT, density
# of Handicap Spaces Required 3
.M.
5. A construction ertrance must be installed in accordance with the "Virginia Erosion and Sediment Control
tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge
Specifications. Certified copies of all test reports shall be submitted to VOOT daily, unless specified otherwise.
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PR OPOSED SA NITA R Y SE WER
Handbook" Section 3.02. The contractor must maintain this access for the duration of the project.
Freestanding Sign Area Allowed 50 sf Pr. Handicap Spaces 3
PROPOSED TELEPHONE
6. The contractor w1,11 be responsible for adequate and positive drainage of this site.
V15. VOOT Standard CD and UD underdrains shall be installed where indicated on these plans andlor as specified by
Freestanding Sign Area Proposed 50 sf
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VDOT.
Sign Height Allowed 12 feet # of Loading Spaces Required 1
PROPOSED ELECTRIC
7. The contractor will obtain a' Land Disturbance Permit prior to any site work or construction.
Sign Height Proposed 12 feet
V1 6. The installation of any entrances and mailboxes within any dedicated street right -of- way shall meet VDOT minimum
Sign Setback 10 feet
PROPOSED GAS LINE
8, All construction be done following the laws and guidelines set forth by OSHA and VOSH.
design standards and is the responsibility of the developer.
Sign Spacing 100'min Pr. Loading Spaces 1
PROPOSED WATER LINE
9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site
conditions.
Vl 7. Prior to VOOT acceptance of any streets, all required street signage andlor pavement markings shall be installed
by the developer or, at VOOT's discretion, by VOOT on an account receivable basis following the Manual On
Contact Numbers
Seals and,->Ianatures
PROPOSED WATER METER (D I Um
10. The developer is responsible for the relocation of any utilities required by this site
Uniform Traffic Control Devices.
Engineering Firm:
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PROPOSED FIRE HYDRANT r,& PROP. FH
plan.
11. All Erosion and Sediment Control devices shown on this site plan shall be installed prior to constrtiction.
V18. The developer must provide to the VOOTResidency Office a fistof all material sources prior to the start of
construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be
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provided
to the local VOOT Residency Office to acceptance of that work. Unit total be
Montgomery Engr. Group, Irc. (540) 869-0308
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12. All controlled fill must be compacted to a minimum of 95010 density following Method of the Standard Proctor
prior and prices may obscured.
Surveying Firm:
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COMMON LABELS & FEATURES
ASTM-D698, AASHTO-T99, or VrM-1 as applicable. Any fill placed under buildings, structures, or pavement must
be inspected and approved by a professional soils engineer. A geotechnical report supersedes this note if
V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density
Montgomery Engr. Group, Inc, (540) 869-0308
Zoninq Enforcement:
BENJAMIN C.
Pc
P. .g
PROPERTY LINE OF PROJECT
provided.
will be determined using the density control strip in accordance with Section 304 of the PDOT Road and Bridge
Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test
Department of Planning (540) 665-5651
MONTGOMERY
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NEIGHBORING PROPERTY LINES
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.
reports shall be submitted to VOOT daily, unless specified otherwise. In addition to checking stone depth, s, a VOOT
representative shall be notified and given the opportunity to be present durin the construction and testing of the
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Site Inspections:
Department of Inspections (540) 665-5650
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density control strip.
ELqsion and Sediment Control:
02
EASEMENT LINE
14. The contractor will contain all litter and debris on -site. The work must be left in an orderly manner at the end'
V20. Asphalt concrete shall be in accordance Section 315 the VDOT Road
Department of Public Works (540) 665-5643
Sanitary Sewer Water:
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of each workday.
pavement placed with of and Bridge
specifications, Density be determined
and
PROPERTY CORNER FOUND
15. An be -site during the
shall using the density control strip as specified in Section 315 and VrM-76,
A certified compaction technician shall these tests. Certified
Fred. Co. Sanitation Authority (540) 869-1061
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approved set of site plans must on construction process.
perform copies of the test reports shall be submitted
Telephone: Verizon (301) 954-6282
THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF
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PARKING SPACE TOTALS
to VOOT daily, unless specified otherwise. A VOOT representative shall be notified and given the opportunity to be
Electric: Alleghany Power (800) 654-3317
FREDERICK STANDARDS ORDINANCES.
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16. The contractor will notify all utility companies prior to excavation within easements.
Present during the construction and testing of the control strip.
Gas: Shenandoah Gas Co. (540) 869-1111
AND ANY DEVIATION
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE
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ADA HANDICAP PARKING STALL 6.
17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thW
V21. In accordance with Section 302,03, the foundations for pipe culverts thitty-six (36) inches and larger shall be
MISS ULI_LITK- 1-800-552-7001
ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION,
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SIGNS -tr
days.
explored below the bottom of the excavation to determine the type and condition of the foundation. The
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contractor shall report findings of f
oundation exploration to the engineer and VDOT for approval prior to placing
pipe. Foundation designs shall comply with VOOT Road and Bridge Standard PB-1. Where
Zoning General Notes
SA NITA R Y MA NHOLE IDENTIFIER v2di
J=DART
DL_Jr 1_1 MENT OF INSPECTION GENERAL NOTES
soft, yielding, or
STORM DRAIN STRUCTURE IDENTIFIER M
otherwise unsuitable foundation is encountered, the foundation design andlor need for foundation stabilization
shall be determined by the engineer and approved by VDOT.
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Maximum
Environmental Existing Disturbance Proposed
1. Exterior lighting will be provided by wall -pack
1. Building(s) must comply with the Virginia Uniform Statewide Building Code Sections 304-A Assembly Use Group
lights attached to the building & fightpoles.
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12006. Other codes that apply are ICC
and the International Building Code 1ANS1 All 7.1-03 Accessibility and the
V22. Approval of this plan shall expire three (3) years from the date of the approval letter.
Features Acrea Allowed Disturbance
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2. All lights will be shielded or directed to prevent
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LIGHT POLES
Usable Building & Facilities.
2. The requirements in IBC mandate either a fire wall (Section 707) or a fire suppression system if height and area
V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans andlor as specified by V
DOT,
Floodplain 0 acres 0% 0%
glare on neighboring propetties.
3. Outdoor trash receptacles will be in an enclosed
or the type of construction under Table 507 of IBC.
limitations are exceeded f
V24. VOOT Standard Guardrail shall be installed where warranted andlor as proposed on these plans in accordance with
Lakes & Ponds 0 acres 0% 0 'YO
six (6) foot fence.
L OCA TION OF TEST PITS
3. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for
VDOT's installation criteria. Final approval of guardrail layout to be given by VOOT after grading is mostly complete.
Wetlands >1AC 0 acres 0% 0%
4. This project will not disturb any environmental
building permits, Plans must show all ingresslegress locations to the exterior per ICCIANSI 117.1-03 and meet
Sinkholes 0 acres 0% 0%
features as defined by the Frederick County
special inspection requirements (Soils, concrete, ect.) of Chapter 17 of IBC
Natural S. W. 0 acres 100/0 0%
Zoning Ordinance.
4. Maximum slope across handicap parking stalls shall not exceed 296.
TRIP GENE)EM TION D.A. TA
Retention Areas
5. The owner will be responsible for obtaining or
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EROSION & SEDIMENT CONTROL FEATURES
5- Threshold at door entrance shall not exceed +If.
6. The 2006 Internationai Building Code can be utilized for building design.
Steep Slopes >15% 0 acres 25% 0%
granting easements shown on this plan,
6. Easements will be recorded and copies sent to the
Woodlands 0 acres 25% 0%
parties involved.
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INLET PROTECTION
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FIRE MARSHALL GENERAL NOTES
DA TA TA KEN FR OM THE L T. E. MA NUA L 7th EDITION
7. All utilities that will service this site must be
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RETAIL 40.58 PER 1,000 Sf X 91577 sf = 389 VPDrS
placed underground.
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1, An inspection by the Fire Marshall's office will determine where curbing must be painted yellow.
APPROVALS SP #28-0:8]
OUTLET PROTECTION
INDOOR RECREATION 41.46 PER 1,000 sf X 4,000 sf = 166 VPD's
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2. "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction.
INDOOR RECREATION 41.46 PER 1,000 Sf X 7,600 Sf = 323 VPD's (Existing)
CHECKDAM
3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall.
TOTAL = 878 VPD's
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DIVERSION DIKE
4. Burning brush piles of natural vegetation requires a permit. Burning construction debris is prohibited.
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5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed.
LANDSrd PING NOTES
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SILT FENCE W1 WIRE SUPPORT
RESPONSIBLE LAND DISTURBER
1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and
Frederick County Zoning A,�,ninistrator Date
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utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities,
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SILT FENCE W10 WIRE SUPPORT
NAME:
2. Trees healthy
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CER 77FICA TION #:
and shrubs shall be and free of insect eggs, larvae, and disease. The plants shall have ample roots
1 . Site Plan approval from V00) will expire three (3) years from the date of the approval letter.
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and be well branched, The planter shag guarantee all plants for one year.
2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval.
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EXP. DATE
SEDIMENT TRAP
3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided
3. The Frederick County Sanita,;'on Authority approval is valid for two years from date of approval. If construction is
DATE: DEC. 1, 2007
1. The Responsible Land Disturber is that party responsible for cartying out the land disturbing activity as set forth in
to the owner.
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not in progress at the end a � 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
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2. Note: An on -site pre -construction meeting is required with the Owner, Site Contractor, Public Works, & Designer
4. Landscaping to conform with 165-36B of the Frederick County Zoning Ordinance, Plantlng Section and Planting
Procedures Maintenance.
owner/contractor must obte. '? a Land Disturbance Permit and agree to periodic inspections. shall be void.
NO. 08-010b
CONSTRUCTION ENTRANCE
prior to commencing any site work,
and Plant substitutions will be allowed with the approval of the owner and the Frederick
5. The Frederick County Department of Inspections approval does not constitute a building permit. Building plans ML
sFILE
County Planning Department.
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.
requirements and be approv.ed by Inspections.
SHEET 1 OF 6
EX. PUMP STATION EASEMENT
INST. #070005500
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D.B. 950, PG. 700
- - - - -- Ci G G - - - Ci 7 .8 TRANSFORM
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t4V Mm-73641 LAM
SEWER EASEMENT ERV P1-7,':r#�32 SEWER EASEMENT
D.B. 950, PG. 696 'i"MIT 35 MPH
INV GUT-72Pi.21 SPEE D.B. 950, PG. 696
SIGHT DIST INST. #010010490
COMMONWEAL*M COURT Soo,+
MiCTION 50' R/W
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MONTGOMERY
10
No, 03
'S"O A L
DATE: DEC.1,2007
SCALE: I" = 30'
THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK
FILE NO. 08-010b
COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR
CHANGE IN THESE PLANS SHALL BE APPROVED BY THE
ADMINISTRATOR PRIOR TO CONSTRUC77ON,
SHEET 2 OF 6
LEROSION AND SEDIMENT CONTROL STANDARDS
1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is
reached on any portion of the 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 construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment
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 sofl 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 shafl 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
shafl only control drainage areas less than three acres.
b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than orequal 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 outtafi 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 shaH 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 171H 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 uphffl 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.All 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:
BOYCE'S MARTIAL ARTS 2
Stormwater Management Analysis
April 2, 2008
Proposed Management
The existing stormwater management area is to be replaced with a new stormwater management
structure shall be constructed utilizing a 4' diameter riser with a 24" diameter orifice and 27"
diameter outlet and additional pond area. The new pond area is designed to handle the flows
from Boyce Center (75-A-91 H) and the development of the Ultimate Auto Lot (63-A-82). The first
part of the report summarizes the predevelopment runoff rates. This is followed by the post -
development summaries.
Summary
Predevelopment runoff rates
Two-year Q= 8.37cfs
Ten-year Q= 15.50cfs
100-year Q= 19.93cfs
Post -development runoff rates
Two-year Q= 21.76cfs
Ten-year Q= 28.84cfs
100-year Q= 40.62cfs
Runoff rates routed through the Detention Pond
Two-year Q= 6.77cfs
Ten-year Q= 12.19cfs
I 00-year Q= 19.56cfs
Stormwater Management is achieved.
754
746
74,6
7349
734
730
ProLect DEELritlo
This site is located on the north side of Commonwealth Dr. The purpose of this
development for the construction of a 4,000 sq. ft. addition to be used for
indoor recreation. This development also has parking and drive aisles for access.
Existing Site Conditions
The lot is developed with an existing building, parking and drives.
Adiacent Parcels
The area to the east Is a site development contractor shoplofficelyard. The
area to the north is Hood Daity. The area to the west is presently a vacant
field.
soils
The soils types determined from the USDA's "Soils Survey of Frederick County,
VA " shows Carbo-Oaklet silt loams (6C), very rocky (the entire site). This soil
has moderate erodibill'ity. Depth to restrictive feature 20 to 40 inches, 0-9
inches Silt loam, 9-26 inches Clay, 26-36 inches bedrock. Only the 2:1 slopes
in pond present serious erosion problems.
Erosion Control Proqra
Erosion and Sediment controls shall be installed prior to disturbance. Maintain
controls and stabilize upon reaching final grade.
General Erosion and Sediment Control Notes (VESH Table 6-1)
ES-1. Unless otherwise indicated, aH vegetative and structural erosion and
sediment control practices will be constructed and maintained according to
minimum standards and specifications of the Er
qihia Erosion and Sediment
Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment
Control Regulations.
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 the final inspection.
ES-3. All erosion and sediment control measures are to be placed prior to or as
the first step in clearing,
ES-4. A copy of the approved erosion and sediment control plan shall be
maintained on the site at all times.
ES-5. Prior to commencing land disturbing activities in areas other than
indicated on these plans (including, but limited to, off -site borrow or waste
areas), the contractor shall submit a supplementary erosion control plan to the
owner for review and approval by the plan approving authority.
ES-6. The contractor is responsible for installation of any additional erosion
control measures necessary to prevent erosion and sedimentation as determined
by the plan approving authority.
ES-7. All disturbed areas are to drained to approved sediment 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 afl 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.
Frederick Coun�y Note:
The Public Works and Engineering Department will retain the right to add to or
modify these erosion and sediment control measures during the construction
process, within reason, to ensure adequate protection to the public and
Design Professional licensed in VA shall seal the structural plans
submitted for permit application and special inspection requirements of
Chapter 17 of IBC shall apply to this type of structure. (soils, concrete,
steel, etc.)
SCALE VERT
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SCALE H1
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74
742
738
734
730
1120
1/a SECTION CAST IRON f/1 SECTION STEEL NOTES
-t-
2'- 7" 21/:" x :�/2' x 1/4" 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS.
10'-4'* long FOR DEPTH GREATER IIHAN 10' USE STANDARD
LuaI2 tp b*
cast woth collar DI -IA
2. THE "H" DIMENSION SHOWN CH THE STANDARDS
B 13
A
optional
Brace Ribs
CAST
GALV.
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43.6 lbs.
inckiding
imcitIdmq
LE66
jugs
:Qnncctots
ANCI SPECIFIED ON THE PLANS WILL BE
MEASURED FROM THE INVERT OF THE OUTFALL
J
PIPE TO THE TOP OF THE STRUCTURE.
We Ided
PLAN *W* DIMENSIONS ARE APPROXIMATE ONLY
FOR E'STIMATINIG PURPOSES AND THE ACTUAL
09AWAONS SHALL BE DETERMINED BY THE
CONTRACTOR FROM FIELD CONDITIONS.
Weld all
3. WHEN SPECIFIED ON THE PLANS THE INVERT IS
confuctors
TO BE SHAPED IN ACCORDANCE WITH STANDARD
to Collor
IS-1. THE COST OF FURNISHING AND PLACING ALL
MATERIALS INCIDENTAL TO THE SHAPING IS TO BE
INCLUDED IN THE BID PPJCE FOR THE STRUCTURE.
2'-7,,
I
VI" 0/2 4'Lj
L gs
4"
4. IN THE EVENT THE INVERT OF THE OUTFALL
PIPE IS HIGHER THAN THE BOTTOM OF THE
Stud Shaer
STRUCTXE,,�E INVERT OF THE STRUCTURE
I
4'-2"
connector$
SHALL 0 WITH CEMENT MORTAR TO
-4,
121,
PREVENT SlIANEIING OR PONDaNG OF WATER
IN THE STRUCTURE. THE COST OF FURNISHNO
PLAN
AND PLACING ALL MATERIALS INCIDENTAL TO
7�
INLET SHAPING IS TO 13E INCLUDED IN THE 90
(Grate Removed)
E L-1
PRICE FOR THE STRUCTURE.
VSECT'
SECTION B-B
5. STEPS ARE TO BE PROVIDED WHEN H IS C-01"
OR GREATER. FOR DETAILS SEE STANDARD ST-W.
DIMENSIONS FOR
COLLAR DETAIL
COLLA
6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE.
CAST IRON OWY
7. # 4 X 8" SMOOTH DOWELS AT APPROXIMATELY
12" C-C TO BE PLACED IN ALL AREAS ADJACENT
TO ABUTTING CONCRETE TO PREVENT
4'*2"
1
Hardware Cf0th
2' -6"
-
SETTLEMENT, IN LIEU OF DOWELS A 2"Y.4"
NOTCH MAY BE PROVIDED. SEE STANDARD
2'-7"
3" Diameter
T-01-3.4 FOR ALTERNATE OESICN.
weep hole
. ;
. 1. 4.
See Note a
8. 3" DIAMETER WEEP HOLE WITH 12"XI2" PLASTIC
MUWPM L.I. H -14" MESH OR GALVANIZED
40
:
to
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99A
01 *
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Color
4" dep,th Aggr.
68. # 78 or
C
C
STEEL WRE.k I" WIRE DIMIETER 0.03".
NUMBER 4 MESH HARDWARE CLOTH ANCHORED
FIRMLY TO THE OUTSIDE OF THE STRUCTURE.
Ei
11
12"
:8 6" width
offflfl5fl��
1:
g. CAST IN PLACE CONCRETE IS TO BE CLASS A3
*�
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'5.
-
t2"-15-18" or 24"
(30DO PSI). PRECAST CONCRETE IS TO BE
4000 PSI.
1%
Ia. ANY ALTERNATE METHODS OF ANCHORAGE
�
MEETING THE APPROVAI. OF THE ENGINEER
WAY BE SUBSTITUTED FOR THE CAST PON
LUGS AS SHOW HEREON.
SECTION
A -A
41
4"
1111111109IFF
CONCRETE QUANTITIES FOR MIN. DEPTH -b;4- 4 41-e'
2': concrete POO 1.440 Cu. Yals. Concrete SECTION D-D
I,& concrete pipe .528 Cu. Yes. Concrete SECTION C-C
IS" concrete pipe L620 Cu. Yds. Concrete
24. concrete p1pe 1.817 Cu. Ydi. Concrete GRATE DETAIL
Add 0.469 CU. Yd3. per
additional foot of depth. APPROXIMATE WEIGHT
Cost Iron
Grote 363 1 18 lbs
STANDARD DROP INLET
12'' 24" PIPE: MAXIMUM DEPTH (H) 10'
VIRONIA DEPARTMENT OF TRANSPORTATION
2" R
, b I
CG-6
NOTES:
I. THIS ITEM MAY BE PRECAST OR CAST IN PLACE
2. CON[C*ETE TO BE CLASS A3 IF CAST IN PLACE,
40M PSI if PRECAST.
3. COMBINATION CURB & CUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL
BE PAK) FOR AS RA)I#_ COW"ATION CURB L
GUTTER.
4-FOR USE WITH STASWED OPEN-CRAOCO
DRAINAGE L4YER.THE BOTTOM OF THE CURB
AND GUTTE�� BE CONSTRUCTED PARALLEL
TO THE SL SUBBASE COURSES
AND TO THE DEPTH OF THE PAVEMENT.
DESIGN SPEED IS 40 MPH OR LESS
5.. THIS CURB MAY BE USED WHEN
ON RURAL HIGHWAYS AND 45 MPH OR
LESS P4 DEVELOPED URBAN 116 SUBURBAN
AREAS. IF THESE DESIGN SPEEDS ARE
EXCEEDED STANDARD CC-7 IS REOUIRED.
A
. .
- - - - - - - - - - - - - - - - - -
THIS AREA MAY BE CONCRETE
AT THE OPTION OF THE CONTRACTOR
�Iieki
COMBINATION 6" CURB & GUTTER
105
S02 VIRGINIA DEPARTMENT OF IRANSPORTA71ON
1
.7
HANDICAP PARKING SIGN DETAIL
somw PM MW 110"
ow TO SO"
THE BOTTOM OF THE CURB AND
GUTTER MAY BE CONSTRUCTED
PARALLEL 10 THE SLOPE OF
SU88ASE COURSES PROVIDED A
M0*MUM DEPTH OF 7.1
IS MAINIANED .
CG-6
8' MIN. fe
12:1 ji )WIN.
8 A MIN.
NOTES:
1. H/C SPACES MAY NOT D(CEED A 2% (1:48)
SLOPE. 6" MAX. RISE AT RAMP.
2. RAMP BUILT TO VDOT CG-12 STANDARDS.
3. WHITE STRIPING SHOULD BE 3" WIDE.
4. H/C SIGNS TO BE SET 3' BEHIND SIDEWALK
OR MOUNTED TO BUILDING IF POSSIBLE.
5. MAX 5% (1:20) SLOPE ON ACCESSIBLE
ROUTE FROM PARKING TO BUILDING.
CONST LEW-T-W-441 Ort! 4 SILT FLEAX9
(WITH WIRE SUPPORT)
1. SET 110811 AND EMMM A 4W L STNU WIRE FENCM 70 THE P091
TRENCH UPSLOPE AUM THE UNE
or Pwl
imor
& MCH THE M= FAIM TO IM YM
FENCIE AM EXTW IT NM THE INNX
4 BACWU AM Cl0~ THE
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MONTGOMERY
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DATE: DEC.1,2007
SCALE: N/A
THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK FILE NO.
COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR
CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING SHEET 3 OF
ADMINISTRATOR PRIOR TO CONSTRUCTION. I
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4.0
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STANDARD PRECAST TOP UNITS
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THE MLR COMPANIE% U.0
iNST. 4050004508
102 ACRES
ZONE- B3
USE:- VACANT
GRAVEL AREA
YELL
S76*45'53*E
176.58'
63-A-84
ROBERT D. & SYLVIA T. JOHNSON
INST. #030010361
M28 ACRES
ZONE- 83
USE- VACANT
Ail
83-A-84
VAWAM E. & UNDA BROY
D.B. 790, PG. SW
0.35 ACRES
ZONE* B3
USE- VACANT
---S7633'O5*E
L3
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27-
NV INV
R
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RAP �'! RI:P�! RI,
I RAP RAP 391.7,1,
SEWER EASEMENT
r) 0 Q'In Dr, Par,
DETAIL MODIFIED FOR THIS SIT.P.
TEMPORARY SEDIMENT TRAP
Wrap Filter around the structure covering
the 24' Inlet. Wire the fabric In place,
Place rip -rap around the base and a Layer
of #57 over the rip -rap. Contractor is
responsible For maintaining the structure
and Inspecting after each rainfall.
74509'
744.32 100-yr
744.00 Rlm
743.81 10-vr
74LOO Invert
-SEE STORM WATER ANALYSIS/--, SHEET 3
SEE E & S NA R RA TI VE %/ SHEET 3
RESPONSIBLE LAND DISTURBER
NAME:
CERTIFICATION #:
EXP. DATE
1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in
the plans.
2. Note: An on -site pre -construction meeting is required with the Owner, Site Contractor, Public Works, & Designer
prior to commencing any site work.
3. The contractor will possess a Land Disturbance Permit prior to any site work or construction.
J,
SEWER EASEMENT
n P Orn Pr rar, '�;
63-A-WA
H.P. HOOD. IN
D.B. On PrA
74.09 ACRE
ZONE:- M2
USE. MANUFACT
4N, toc
0 "
.20'
E-,4 i' -,I "�)' -1 po/,
e0768'0�t-)V7-
76,4 3
11 1-H-733.19
WT-7 14
LOT 5
75-A-91E
M.G. PREUP PROPER
D.B. 954i PG.
1.22 ACRES
ZONE. B.,
USE- BUSINI
EX. 30' WATER & SANITAF
SEWER EASEMENT
D.B. 941, PG. 1739
SX4 Im
R-W-74W92
EX. PERMANENT PUMPING
STATION EASEMENT
D.B. 950, PG. 700
Seeding Schedule (per 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 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 67010 Kentucky 31 Tall Fescue and
33% Red Clover.
5.)Straw mulch will be applied to all seeded areas at the rate
of 3500 lbs per acre and anchored with cutback, or
emulsified asphalt applied at a rate of 200 gallons per acre.
Seal ang Signature
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MONTGOMERY
No. 0.30342
0
(6/ In
1ON L
4A
DATE:
DEC.1,2007
SCALE:
1" = 20'
THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK
FILE NO.
08-010b
COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR
CHANGEIN THESE PLANS SHALL BEAPPROVED BY THE ZONING
SHEET 4 OF 6
ADMINISTRATOR PRIOR TO CONSTRUCT[ON.
DIRECT MOUNT
16" (406 mm) WALL PACK
S-i- .-a F�1� dM-
...
LWd.,
. .......
2
4,
Lj Is -
Notes
P.-d
12C1,%Q 4 0.12 77V
E Erb-dded Instalation PVA 4CDVI)
20OVI PS!AH
0 �7713�7%1` (�- U§j
-tall' PjsiP;;(WA*l�.VoPtw)
spix 250W PSMH W3W;l)(b)
1 120V
Letts FastiWs
a
2 2//V
.(NIP aulan P110towl PWA,26 *V �01.)
�lty�j� 35WIPSMH V a 0
27 277V Rum tP$W (al
-5P 'H!Ph0Ics:efl lf.!87q
FEC 1 4300 (a)(b)_
3 208V
a Ouaru SUndW
�FTII�HAUDE
4__ 24CV
(ftudea 1oDwqwMlmF)
0 -FMC -4fi�W W V10417(.)(b)
480V
(WA . VN Rd.)
0
5 N (�t,
V flat Powbolatt LM (WA -M -E, w.)
0 _sPW- I' 40M MH Vffi4*(eXbf
_3�
T".
(Isow-)
;�;Kly
PRE14M 110111111
h-"�w Dhlt-
__IilpH
RECO ikWH-9--
V/052!HWI
'PEC.
-
--4MHPS - WGs4t)1(2Xto)--
$Wi 0) vdw- & ") OP6-
Forture lrclude�s a dear, rrogul-hase lamp
[Exclusitre DeftaGuard' firish fea' tures an E cut
RA-J -1- Me W A
320 - 40OW PSMH and 4OCkY MH Aloe the
cpoxy prirrer with mMiurn bronat uIlla-durable
E028 reduced envelope lamp. Pulse -rated
pcwjer topcoat. provid" excellent reSislwCa
pon;elaln crictosed, 4ky-raled screw-shell-ne
to cofrosW, ultraviolet degradation ard
Wall Pack luminuto for HID lamp, tcla Tl
lampho'dor with sp ring lmded center contact
a asion The fmlsh Is covered by our sever-
encios'd. HoAng Is seamless dP-cau;t
W Iamp locking loatur,.. Fixlurcs require a
yaw lirnfted wwra,nzy.
aluminum Ptovloed with four 0.188'(5 min)
minimum 15TC lempefaftfe lead wine. All
cl,a lance holes aid Meet mounting screws with
ballast assembfles are h1ghVw9r fador and
staill'o Mshers. Two lr4'cor&it openings
use lbe following circuit type:
US 4,689329; 5.451.843
proT�ded to' wi,e supDty. Lens assembly
Reacto, J277V PSWH)
consists Of a rigid die cast aluminum frame
2DO - 40OW TrW41I
and high -impact CWHOMperld Qlass� use of
GWA - Constant Waftage Aurotransfomar
FWG-16 Virne G33,d
Sa-16 surface box accessory is required with
320 - 40OW units, unless mounthV Is to brick,
200-40OWPSM.11 175W-40OWMII.
LSi15-----------------------
---
surface. 150 -
250 - 4MV FIPS
S11-16 Sulace sox___
ale suilzbla W emIjEdded mou.it 11 poured
TP8-I - lam raol Screordfl",
c Onclee surface. (OU 1z Standby. Fusing and
--)�a�wwn hw-
Pholocejl Options
ANSI lamp wattage label Supp[lad. %IsIble churIng
embedded installation.)
nelamping, UL Listed In Me US wd Caraida for
wetlecali nsanJ enclosure classilied;P65 par
IFC 529 and IFC 593,
FR-U-U-D1'
9201 WmNaitton Avenue Radne, Wisconsin 5M�3772 USA PHONE (262) 886-1909
FAX (262) ,,-33.,
� �.d LOPrI19 11 Pd-d 1� W
-
12MIX3 ILIGHTING1
Prune codomkiiant
Prune rubbing or
cross branched -"--
Romove togs and lab#Ag
Cut away of, baffing ropes
Romov# top of wire �� -\
DO A10T pume twmInal
leader or branch Up#
Pnm narrow crotch
angles & wafer mvutg
- Prune broken branches
Prune wok"
2-t-3- mulch kept
from trunk
S&I W*# to
contain ivater
BOOM/ soft
soft
*We, andrWore
hoA" In woo bock9ft
Area for water
Remove container and drainage (Pfpo
cut circling roo�te If or ft could
contolnor-grown. or be lhef~)
as much buriop cis Lwvv soM soft pedostal - do not
posaft" if Reid -grown d1g dwW than bull depth
Dfg hole 23 &nw mat bull wA*h
TREE PLANTING DETAIL
(NOT TO SC4LE)
Prune out any dead or
broken brorsch@4 remove
a# taM Aabek sb*Vv�
wfr#4 etr. from plan
2-3' mukh
2-3* Sducerr Set top of root ball
to or 1-2'
FW&
Remove container, use
sharp bkde to make
cuts the
four 114 1
*WM of buff and cut a
114 X on bottom of
ba/4- loosen compocW
roots.
CONTAINER GROWN SHRUB
Prurw out any d*W
or broken branches.
Remom a# ioqs� Aabs/4
string4 wfres� etc. from
plant
2-J' mukh
S%f top of root ball
C2-J' Saucer to or 1-2'
ltz::: - = grods.
Ranove rqpe & burlap
from root WL
Dig 2--J Umse
,M:k
of mot W.
BALL & BURLAP SHRUB
SHRUB PLANTING DETA1 / L
(NOT TO SC4LE)
Wall WashlGlare Shield
Catil Housing Depth
VAi%`S-12 12' 2.0 7'
WWS-16 16' 2.75'
The diffuse aluminum shield is
designed for use with WO Series
(Wall Pack). It redirects light downward
to wash the wall below and to the sides
of the fixture, Eight fasteners are
supplied for easy attachment of the
,hield to the lens frame. Exterior is
finished with an acrylic black paint.
L9
z
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IAj
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5)
to
Olt SOO
4
S67�y
-4. 7*S7-
-4
63-A-WA
Qj, D.B. M PG. 739
H.P. HOOD, INC.
L/
-7 74.09 ACRES
NCRETEOPE( K RIP ZONE M2
RIP USE- MANUFACTURING
20'x,2 RAP\ I IRIP , 9�k
EL 747.12
h,747.12 RAP
RAP
t LOT 6 75
X. F Z�Lf E R I
BUILDING ADD111ION 75-A-91F C5, 7,UO16 'I
4,000 SF i 1�1 071 Ic
MICHAEL D. BOYCE, 11
USE: INDOOR RECJSERVIICE CAROLINE N. BOYCE j 9
FF ELEV 747.16
INST. #010014954
2.0324 ACRES
ZONE: B3
co USE: INDOOR REC SERVICE
�N "JI,
1r, R6P0
GIR SS "Il,
EX 7,600 SF
EXIT D I IV
Acc I
EX 1 STORY COMMERCIAL BUILDING JEAS M
FIF 747.16 R9
25OW ACK 7 1 1-742,49 1
&1� '"�t ,N)
N`-Gj flH-FJ
KlIT 51's
73.84'
EX. F� REM IN
`7 16.
SUITE 1
4�
it f
T
11 w I/A -- -- - % %j,
BUILDING
139 COMMONWEALTH CT
SUITE 2 9,577 SF
RE�OVE ASP W-T USE: OFFICE/RETAIL
L, FILL 'W/ TOPISOIL REMOVEASPHALT FF ELEV 746.35
---19LL w/ TOP SOIL
745-.-
V,
]It 19 25OW WALLPACK
I PR OSE6 SHIELDED DOWN
ITIP 6 PLACES
121S- VE TR Ss I
4 .1 SUITE 3 LOT 6A
A CESS LOT 5
Atli
EASEMENT
-35-A-9'H- 75-A-91E
BEAN PROPERTIES, LLC
GV M.G. PRELIP PROPER71M U.0
TW To INST. #060022178 D.B. 9K PQ 704
X SPHALT -1 JStITE 4 1.22 ACRES
Z4\- 1.0000 ACRES
"L U V TRE S i& C R S i, 6.00' ZONE: B3 ZONE 83
USE: VACANT USE: BUSINESS
5.00-,
LW TIER
746 ME�T
REMOVE I NO 1 160.00""
I ro 745.4 SUITE 5\
Li P
0 to X.. ZF ES, U)
--2.00 1 EX. 30' WATER & SANITARY
SEWEREASEMENT
D.B. 941, PG. 1739
SUITE 6
//N76-3,3'C5
-W 50.00'
I ONLY G TO 3E COMPLETED ON S OT
8
&3-A-84 153. Do'
VAUJAM E. & UNDA BROY
RUBS T9
EX. TF�EE & SCI
D.B. 790, M 5W
UITE 7
0.35 ACRES 7 11
I f 7 0.47
83
ZONE.
USE. VACANT 5 SIGN 746. 745.
U.1 INV.=
POSFD
to REMOVWE B PRC
10 TIE TO EX S. 11 CCE8S
A
sm
EASEMENT
Z�o UIRL 35' BRL R-01A=74&
S76,33'05 226.55'
- - - - - - - 747. PROPOSED'
GRAVEL DIV4
ACCESS
I Y Ok r*ACc7i1c7k1T
/47-
SAN MIN
NV CA)T-739.55 G - - - - - C;
ka,
LA NDS%r-.l,-dl PING SCHEDULE
Street & Canopy Tree
63-A-84
ROBERT D. & SYLVIA T. JOHNSON
tNST. fD30010351
0.28 ACRES
ZONE 83
USE: VACANT
CD
1�
to
00
-A
M"', a! 11 . M Mo . E
7 \.8
G G G
3�5.i!5'
--N76*55*41*W
�.EXISTING ENTR�NCE TO REMAIN
R�M=746.60 S1014 t H
LA NDS%C1A1 PING DATA
Interior Parking Lot Data
Planting Size
Mature
Symbol
Common Name
Botanical Name
Fall Color
Quantity
Height or Caliper
Height
Red Oak
Quercus Rubra
2,5" Caliper
50'-75'
Brown
16
Ex Maple
2.5" Caliper
50'-75'
3
Dogwood
Comus Florida
2" Caliper
10'-20'
Red
9
Shrubbery & Groundcover
Symbol
Common Name
Botanical Name
Planting Size
Height or Caliper
Mature
Height
Fafl Color
Quantity
Jnk
(U)
English Yew
I
Taxus baccata
I
36" TaH
3f
I
yellow
I
is
LANDSCAPING NOTES
1, Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility
markings, Landscaper must stake and guy all trees. Stake locations must avoid utilities.
2, Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shaH have ample roots and be
well branched. The planter shall guarantee all plants for one year.
3. Landscaper shaH use shredded mulch in aH planting beds and around trees. Tags from each plant will be provided to the
owner.
4. Landscaping to conform with 165-36B of the Frederick County Zoning Ordinance, Planting Section and Planting Procedures
and Maintenance. Plant substitutions will be allowed with the approval of the owner and the Frederick County Planning
Department.
Type of Vegetation
Requirement
Calculation
Large canopy Trees
1 per 15 stalls
66110=7
Large Canopy Trees
I Der 2non 5f imo
4044012000=2T
LANDSC.1441 PING TOTALS
Type of Vegetation
Total Required
Total Proposed
Large Canopy Trees
28
28
Shrubbery
15
15
Groundcover
0
1 01
OF
Seeding Schedule (per 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 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 67% Kentucky 31 Tall Fescue and
33% Red Clover.
5.)Straw mulch will be applied to all seeded areas at the rate
of 3500 lbs per acre and anchored with cutback, or
emulsified asphalt applied at a rate of 200 gallons per acre.
SIM MN
[ U Mireas 7 4 5. S2
1,01 0UT--7'Y;,.7E,
-EX. PERMANENT PUMPING
STATION EASEMENT
D.B. 950, PG. 700
24" DIA
3'-0" MIN 41
jL
12"
TOP 2' ABOVE CURB
#3 REBAR TIES 12" o.c.
4 #4 REBAR
3 #4 REBAR BOTH WAYS
U-
0
00
0 (y)
(y) Ce)
0 9
a)
00 00
a 0
,4- 'IT
to
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0
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CIL.
LIGHT POLE BASE
CL
z
Seal and )Ignature
(3�)
UU
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U BENJAMIN C.
co
MONTGOMERY
No. 030342 4ij
0
DATE: DEC. 1, 2007
SCALE: 1" = 20'
THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK
FILE NO. 08-010b
COUNTY STANDARDS AND ORDINANCES. ANY DEVIA TTON OR
CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING
SHEET 5 OF 6
ADMINISTRATOR PRIOR TO CONSTRUCTION.
c)
SILT FENCE CULVERT INLET
I.L.
C LL
C\j
PROTECTION
'o M
general backfill
5
co ce)
0
CO 00
8. 8.
Lo
-
24. select
backfill
IM OF FILL mmm
treated 2*x 4' with top 6' painted blue
AJI backfill to be compacted to
1' coupling (PJ X FIP) and
MIP plastic plug on 6'taJI piece
24' T-7
meter box
95% of ASTM D698 maximum
density.
and cover
finished 16,
�-4ZW-r-+
grade 36' sidewalk-] V -
36'
C\1 E
FN
stone 6"
0
C)
STANDARD
file, by
'-21'
C\j 0)
< (1)
general backfill general backfill
TIX Or FIL
1
OU IBM
cirmm a r r RM
t
2
81, 8. 8. 8.
Is MWM omwolow
LRM
48.
"M'n- t -
s.irrow'dionne
0 S
concrete
... ...... ....... .... ......
box
24'select 24'select
........ .......
............
backfill backfill
stone
OPTIONAL STONE COMBINATION
.... VCTS polyethylene ... .......
tubing (PEI) 200 XV.
psl with SS inserts ........ *--
at all connections
6 6.
JO 112 O.D. 112 O.D.
Opposite Side . 8' . min. .
saddle with .........
LI
concrete '-stone 6'
...........
oorp stop
12 gauge solid ins lated .............
copper wire for lin tracing, ..... .
CONCRETE CRADLE CONCRETE ARCH
RON
20
taped at 10 foot intervals stone .
..... . . ......... .. ...... ....
general I ackfill
Same Side
IN
rMAP"SLA& sm"M
INSTALLATION NOTES:
HIQH Niftili CF 118 CIII
1. Exact location of meter box assembly to be approved prior to installation.
24'select
backfil
2. Water service crossing street:
a) Encase In 3' diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the
street, to one foot beyond sidewalk.
6'
SOURCE: ADAPTED VM Standiiiird Milmets alld V& DSW
Install 12 gauge solid Insulated copper wire (for line tracing) from corp. stop to into the meter box [wrap wire around Corp.
b) stop; wire to be taped to lop of PET at 10 foot Intervals; come up into meter box; wraparound bottom of angle ball valve;
terminate with 12"tall piece].
INLET PROTECTION NOTE:
THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE
L6.
'I- concrete
CONCRETEENCASEMENT
SILT FENCE USED AS INLET PROTEC77ON
TRENCH & BEDDING
IS NOTALLOWED IN FREDERICK
5/8" x 3/4", 3/4" AND 1" METER INSTALLATION
MAR 06
COUNTY CONTRACTOR MUST INSTALL
-7. JUN 06
THE OPTIONA L S TONE A R C A S SHO WN.
TREAT WOODEN PANEL
STONE CONST11 ?UCTION ENTRANCLF
WITH WATER SEALANT.
7W MIN. DII
spigot bygasketed belI45*bend
A PAVEWNT
1
5:1
.. wab imp ima a a ;AN
Valvco, Inc valve box assembly:
.....
FILTER CLOTH 6* MIN. A MOUNTABLE PER114
COPTIONAL)
FMTER
lid: Figure No. 7 marked'SEWER'
top section: Figure No. 7S26TO
SIDE ELEVATION
(OPTIONAL)
bottom section: Figure No. 1BOB24
__3'minImum
EXISTIM Glii
(DOWNSTREAM VIEW)
gasketed pipe and fittings
8' x 4' gasketed bell wye SDR 35 solvent]
concrete skid pad
finished 181 dla. x 6' deep
70, MIN. _T
weld cap
grade
VM #1
B 10, NIK
WASHRACK
r CWTMNW
COARSE AGGREGATE
TYPICAL 6' TALL BY 8' WIDE
property
line I-T
10"
41 stone
DOG -EARED FENCE PANEL.INSTALL ON
finished
grade 18,
P'LOW 30
4'X4'XB' TREATED POSTS SET 3'
N
Panella Model PA4SV-CSK (41 cast iron
cleanout cap with standard gasket and brass
pug a ngacounersun square ea
MW MIN.
PAMV0
T&
�A
DEEP.
heavy wall
1W
DETAIL
location marker 36'mln.
cover
#1 PounvE williwzi: W MIN.
41 1Z
....... .. ..
ITE B TO SEMIENT
2-10 ACRES OF DRAINAGE AREA:
(j)
stone
F/� brick base
..... .....
TRAPPM DEVICE
-2:
45' .......
san" ......
Wye
MtW EXIM FULL 1111I
OPERATION PLAN VIEW
V)
LQ
treated 2x 4' Wth
top 61 painted green
sewer main
45' bend
45' ..........
"I ............ .... .
12' MIK
1
4' OF 3000 PSI
CONCRETE W/ FIBER
......... ;_ 4' pipe at 2.001/6
-.5'
...... ..... ..... .
......... :.� %...
4' OF 21-B COMPACTED
Lo
. ..... minimum grade
.........
. . . .....
. .....
.... . ............ ..
.:. .. :'
................... .............
.......... ................................... ... ............
................... ....... .....................................
. . .. ...... ............
.. .........
.... ...
......... ............
.......... . -
30 MIN.
30 MIN.
FILTER CLOTH
(OPTIONAL)
TO 95% DENSITY
;:�
(1) r
UZI, P..,4
stone
SUBGRADE FREE OF GRGANICS
vvq
FILTER CLOTH
(DOWNSTREAM VIEW)
COMPACTED TG 95Y. DENSITY
All pipe and fittings shall be SDR 26 heavy wall sewer.
All pipe and fiffings shall be SDF1 26 heavy wall sewer.
SECTION A -A
TYPICAL SIDEWALK
VDOT #1
COARSE AGGREGATE
SECTION
LLj
jr
cl� Uj
Pl�
%
FLOW
LC
SEWER LATERAL
FOR MAIN WITH COVER 15 FT OR LESS
SEWER CLEANOUT
8' OF 3000 PSI CONCRETE W/
WOVEN WIRE REINFORCEMENT
U
-17- MAY 06
MAY 06
8' OF 21-B COMPACTED
RERWORCED MM SPAM
SECTION B-B
Cl" I RIPPAP
TO 95% DENSITY
om AMM ft= IaLlb-0.6-1111A 21111 V& MX pus 3X-1
SOURCE: VA. DSWC PLATE. 3.20-1
SUBGRADE FREE OF ORGANICS
& COMPACTED TO 957. DENSITY
1.5' OF SM-2A
TYPICAL DUMPSTER
CL
U)
TEMPORARY DIVERSION DIKE
SPACINIC BETWEEN CHEC"..K.
3' OF BM-2
SECTION
z
0
A
_DAMS
CIL.
8' OF 21-B COMPACTED
3d
A 0
TO 95% DENSITY
U_
L THE DISTANCE SUCH THAT POINTS
do
I
Compacted Soil
A AND B ARE OF EQUAL ELEVATION
SUBGRADE FREE GF' ORGANICS
Seals and '-'>Ignatures
Q)
& COMPACTED TO 957. DENSITY
LUL.
PIPE 01.1111I.Er TO V=
DEPTM CHANNEL
18" min.
-now
TYPICAL PAVEMENT
-VH opt,
Q-1
�:,
PLAN VIEW
SECTION UNDER ENTRANCE,
U.1
L a
Hall 1111 -min
DRIVE AISLES, AND
I OADING AREAS
Cq
U BENJAMIN C.
W
Q)
0 X
I
4.6' rain.
2' OF SM-2A
MONTGOMERY
I
-p No. 030342
9MMEd
6' OF 21-B COMPACTED
0
SECTION A -A 1. 4
TO 95% DENSITY
FMM CUYM W N 4r--V. 111311100111111131111111111111111 YOR zwm P111ROarm
NAL
DATE: DEC.1,2007
NOTES: 1. APRON LINING MAY BE RIPRAP. OROUTED RIPBAP, GABION
BASKET, OR CON
SUBGRADE FREE OF ORGANICS
2. La 13 TBX LXNGTH OF THE BMW APRON AS CALCUIATZD
& COMPACTED TO 957. DENSITY
SCALE: N/A
USINO PLI111211119 SA8-3 AND W".
SOURCE: VA. DSWC PLATE 3.09-1
SOURCE: VA. DSWC PLATE. 3.20-2
THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF
S. 4 - 1.5 TEM THE NAMIUM STONE DIAMETER, BUT NOT
TYPICAL PAVEMENT
FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION
FILE NO. 08-010b
UISS THAN 8 INCHES.
SECTION UNDER THE
OR CHANGEIN THESE PLANS SHALL BE APPROVED BY THE
Source: Va. DSWC Plate 3.18-1
PARKING SPACES
ZONING ADMINISTRATOR PRIOR TO CONSTRUC770N.
SHEET 6 OF 6