HomeMy WebLinkAbout31-09 Site PlanLEGEND
GENERAL NOTES
VDOT GENERAL NOTES
VICINITY MAP
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EXISTING FEATURES
1.
Permits must be issued from VDOT prior to any construction In a public right -of --way.
VI, All work on this project shall conform to the current editions and latest revisions to the Virginia Department of
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EXISTING EDGE OF PAVEMENT � - - ---.. - - -
1.
The Manual on Uniform Traffic Control Devices MUTGD must be adhered to when working /n a public right of way.
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Transportation (VDOT) Road and Bridge Speclficat/ons and Standards, the Virginia Erosion and Sediment Control
Regulations, and any other applicable state, federal, or loco/ regulations applicable. In case of a discrepancy or
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EXISTING EDGE OF GRAVEL _ EX EG - _ _
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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
Specifications and Reg
conflict between the Standards or Spulations, the most stringent shall govern.
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and leaving the site.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety &Health
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EXISTING CURB AND GUTTER4.
EX CG -6
Any damage to neighboring properties including county roads and sidewalks, caused by the development of
Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules & Regulations.
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this site will be the responsibility of the developer. Ali damage must be repaired to original conditions.
V3. When working on VOOT right-of-way, all traff=ic control, whether permanent or temporary, shall be in
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EX INTERMEDIATE CONTOUR 48
5.
The contractor will be responsible for adequate and positive drainage of this site.
accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control
Naggers must be certified in accordance with Section 105.14([) of the VOOT Road & Bridge Specifications.
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EXISTING INDEX CONTOUR 50
6.
Al/ construction will be done following the laws and guidelines set forth by OSHA and VOSH.ii
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 X 50.0"
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All construction will be done following the laws and guidelines set forth by OSHA and VOSH.
spib/fity oion � he boxes,
responsibility Poles,
toylocate and Idenowned tify � utility T or acilitieivates or itemstthat may pbetinsconflict withtheotp�/�jr
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EXISTING TELEPHONE LINE T -- T -- T - _.
8.
The contractor will notify engineer of record of any d/screpancles between the approved plans and existing site
proposed construct/on activity. VDOT approval of these plans dos not Indemnify the developer from this
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conditions.
EXISTING SANITARY SEWERS --- S S---
V5. Design features relating to Neld construction, regulations, and control or safety of traffic maybe subject to
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EXISTING ELECTRIC SERVICE E E E -- -
9.
The developer is responsible for the relocation of any utilities required by this site plan.
change as deemed necessary by VDOT Any additional expense incurred as a result of any field revision shall
SCALE 1"= 2000'
10. All Erosion and Sediment Control devices shown on this site plan shall be Installed prior to construction.
be the responsibility of the developer.
EXISTING GAS LINE -- GAS -- GAS --- --
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V6. Prior to Initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use
PROJECT INFORMA TION
"'RCP
11. All control/ed rill must be compacted to a minimum of 95% density following Method of the Standard
permits for any work on VDOT right-of-way.
EX. 15
EXISTING STORM SEWER _ ---r,-- -
-
Proctor ASTM -D698, AASHTO-T99, or VTM-1 as applicable. Any N/1 placed under buildings, structures, or
Owner
pavement must be inspected and approved by a professional soils engineer. A geotechnical report supersedes
V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by
Islamic Center of Winchester
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EXISTING FENCE LINE
this note if provided.
the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies
420 Stephenson Road
EXISTING DITCH LINE _ _.
12. The contractor is responsible for contacting MISS UTILITY prior to any site work. All utilities shown on thisplan
and VDOT prior to Initiation of work.
Stephenson, VA 22656
are approximate locations and not all utilities may be shown.
V8. The contractor shall notify the local VDOT Residency Office when work Is to begin or cease for any undetermined
Phone - (540) 665-4460
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length of time. VDOT requires 48 hours advance notice prior to any required or requested inspection.
EXISTING WATERLINE W/ TEE
13. The contractor will contain all litter and debris on-site- The work must be left in an orderly manner at the end
EXISTING FIRE HYDRANT EX. FH
of each workday.
V9• The contractor shall be responsible for maintaining adequate access to the project from the adjacent public
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roadway via a construction entrance that Is constructed and maintained In accordance with Section 3.02 of the
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Property Da fa Building Setbacks Per Code ExiSflRp
EXISTING WATER VALVE W --0---- W ----
14. An approved set of site plans must be on-site during the construction process.
Virginia Erosion & Sediment Control Handbook. Furthermore, access to other properties affected by this project
Tax Map Number 44-(A)-129 Front (Route 664): 60' 74.9'
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shall be maintained through construction. The Developer shall have, within the limits of the project, an employee
Address 420 Stephenson Road Front (Route 666): 60' 97.6'
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EXISTING REDUCER --- W -----p-- W ----
I5. The contractor will notify all utility companies prior to excavation within easements.
certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who
Area 0.5 acres Right Side (Private RTW): 60' 225.6'
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16, The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty
shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and
Zoning RA Rear: 50.0' 150.0'
EXISTING TREE DRIP LINE
days,
operation. Deficiencies shall be promptly rect/Ned.
Legal References #080008873
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Existing Use Residential Parking Setbacks Per Code Proposed
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VIO. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of
construction.
proposed Use Prayer Center Front (Route 664): 5' 24.6'
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PROPOSED FEATURES
Front (Route 666): 5' 1474'
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DEPARTMENT OF INSPECTION GENERAL NOTES
VI3. Ali water and sewer lines within existing or proposed V007 -right-of-way shall have a minimum thirty-six (36)
Right Side S (Private Rr: 5' 272,4'
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PROPOSED EDGE OF PAVEMENT PROP EP
inches cover and when possible shall be installed under roadway drainage facilities at conflict points.
Rear., 5' 54.6'
1.
Budding(s) s must comply with the Virginia Uniform Statewide Building Code and section 303 group A (Assembly) of the International Building
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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
dur/ng the course of construction shall be Immediately brought to the attention of the engineer and VDOT. Work
Use For Parkin o Unit Tabulation
Code/1000. Other codes that apply are ICC/ANSI A117.1-98AccessibIY4 and the Usable Building & Facilities.
shall cease in that vicinityuntil an adequate design can be determined b the engineer and a roved b VDOT.
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PROP. CURB &GUTTER PROP CG -6
2,
A design professional /!tensed of the Commonwealth of Virginia shall sea/ the remadeling plans submitted for building permits. Plans must show all
Religious (45 people) 1 per 3 seats I S
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ingress/egress locations to the exterior per 0480117.1-92 and meet requirements of Chapter 17 ofBOCA.
V13. All till areas, borrow materia/ and undercut areas shall be Inspected and approved by a VDOT representative prior
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PROP. REVERSE CURB &GUTTER
3.
Maximum slope across handicap parking stalls shall not exceed 2%. A minimum of50% of the required egress doors shall be accessible to a
to placement and hll. Where CBR testing is required, a VDOT representative sha/I be present to insure the
sample obtained /s representative of the location. When sol/ samples are submitted to laboratories for
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PROP CG -6R
minimum exterior area for assisted rescue, section 1003.2.13.7IBC. Note Fre ratings around this door if this section !s utilized.
private
Building Data
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PROPOSED CONTOUR 50
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There ares special inspection requirements on this structure i.e. soils, concrete, etc, per Chapter 17 of
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testing, the samples shall be clear/ identified and labeled as belonging to a project to be accepted b VOOT and
that testing shall be performed in accordance with all applicable VOOT standards and procedures y
Type of Construction Masonry and Wood Frame Tota!
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Exist/ng Area 2,680 sf Tota! Parking Spaces Required 15
PROPOSED SPOT ELEVATION +50M
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6)
No additions proposed Proposed Parking Spaces 17
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inch !/fts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus
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PROP. 24 " ADS
2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT,
MAXIMUM OCCUPANCY IS 45 PERSONS.
PROPOSED STORM SEWER
density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge
# of Handicap Spaces Required 1
Specifications. Certified copies of all test reports shall be submitted to VDOT dally, unless spec/tied otherwise.
Proposed Handicap Spaces 1
PROPOSED SANITARY SEWER S S S -
PROPOSED TELEPHONE T T T -
V15. VDOT Standard CD and UD underdrains shall be Installed where indicated on these plans and/or as specified by
Proposed Sign Data # of Loading Spaces Required 0
VDOT
Sign Area 50 sf Proposed Loading Spaces 0
PROPOSED ELECTRIC
HEALTH DEPARTMENT NOTES
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT
Sign Height 10 feet
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PROPOSED GAS LINE
minimum design standards and is the responsibility of the developer,
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1.
Existing drainfield on-site for a three bedroom house (405 gallons per day) per permit to Ralph R. Robinson
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PROPOSED WATER LINE
dated 6-12-70 by Herb Sluder, Health Department and inspected (#98025812) dated 7-16-71 by Herb Studer.
V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed
by the developer or, at VDOT's discretion, by VDOT on an account receivable basis fol/owing the Manua/ On
Contact Numbers
Sheet Index
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PROPOSED WATER METER m 1 "WM
2.
Prayer Center is limited to a maximum of 45 occupants (9 gallons per person) per S. Mason Alllen, Health
Uniform Traffic Control Devices.
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Department.
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PROPOSED FIRE HYDRANT PROP. FH
V18. The developer must provide to the VDOT Residency Office a list of all material sources prior to the start of
Surveying & Engineering Firm:
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construction. Copies of all Invoices for materials utilized within any dedicated street right-of-way must be provided
Grey Wolfe, Inc. (540) 667-2001
Cover Sheet & General Notes Sheet 1
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to the local VDOT Residency Office prior to acceptance of that work. Unit and total prices may be obscured.Zoning
Enforcement:
Site Plan - Overview Sheet 2
COMMON LABELS & FEATURES
V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density
Depairtment of Planning (540) 665-5651
Site Plan -1:10 Scale Sheet 3
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will be determined us/ng the density control strip in accordance with Section 304 of the VDOT Road and Bridge
Site Inspections:
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PROPERTY LINE OF PROTECT
Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test
Department of Inspections (540) 665-5650
reports shall be submitted to VOOT daily, unless specified otherwise. In addition to checking stone depths, a
Erosion and Sediment Control:
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NEIGHBORING PROPERTY LINES
VDOT representative shall be notified and given the opportunity to be present during the construction and testing
Department of Public Works (540) 665-5643
of the density control strip.
Sanitary Sewer and Water:
SITE PLAN APPROVAL
EASEMENTLINE
Fred. Co. Health Dept. (540) 722-3480
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V20 concrete be In accordance Section 315 of the VDOTRoad and 15
(301)
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PROPERTY CORNER FOUND
FIRE MARSHALL GENERAL NOTES
Specifications. DeAsphalt
nsity shall be deteavementshag
rmined using the densced
ity con rol stip as specified /n Sermon 3ith
and VTM-76,
Electric: Alleghany Power (800) 6rizon
54-3317
NAME
12
A certified compaction technician shall perform these tests. Certified copies of the test reports sha!l be submitted
to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be
Gas: Shenandoah Gas Co. (540) 869-1111
SITE PIAN NUIJBER. )-pq
PARKING SPACE TOTALS
MISS UTILITY: 1-800-552-7001
1.
An inspection by the Fire Marshall's office will determine where curbing must be painted yellow.
present during the construction and testing of the control strip.
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ADA HANDICAP PARKING STALL (�.
2.
"No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction.
V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) Inches and larger shall be
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explored below the bottom of the excavation to determine the type and condition of the foundation. The
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3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall.
contractor shall report findings of foundation exploration to the engineer and VOOT for approval prior to placing
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4.
Burning brush piles of natural vegetation requires a permit. Burning construction debris is prohibited,
pipe. Foundation designs shall comply with VOOT Road and Bridge Standard PB -1. Where soft, yielding, or
otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization
Zoning General Notes
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SANITARY MANHOLE IDENTIFIER
5.
Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed,
shall be determined by the engineer and approved by VDOT
V22. The foundations for all box cu/,arts shall be investigated b means of exploratory borings, advanced below
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Maximum
1. Exterior lighting will be provided by wall -pack
STORM DRAIN STRUCTURE IDENTIFIER 1
proposed foundation elevation to determine the type and condition of the foundation. The contractor shall submit
at
Environmental Existing Disturbance Proposed
lights attached to the building & l/ghtpo/es.
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LIGHT POLES-
EROSION AND SEDIMENT CONTROL NOTE
copies of borehole logs and report findings of foundation exploration to the engineer and VDOT for approval prior
to constructing box. Foundation designs shall comply with VOOT Road and Bridge Standard PB -1. Contrary to the
Features Acreage Allowed Disturbance
Floodplain 0 o o
0 /0 0%
2 All lights
g is will be shielded or directed to prevent
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Standard, where rock is encountered and cast -in-place box is proposed, the thickness bedding shall be six (6)
acres
glare on neighboring properties.
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Inches. Where soft yielding, or otherwise unsuitable foundation /s encountered, the foundation design and/or
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Lykes & Ponds 0 acres 0% 0%
3, Any proposed outdoor trash receptacles will be /n
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LOCATION OF TEST PITS ®
Total disturbed area of disturbance is approximately 2,240 square feet. The
current regulations requires a Land Disturbance Permit for disturbances
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need for foundation stabilization shall be determined b the engineer and approved b VOOT.
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V23, Approval of this shall expire three (3) from the date of the approval letter.
Wetlands >1AC 0 acres 0% 0%
an enclosed six 6 foot fence, unless located
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inside of a screened storage
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greater than 20,000 square feet.
plan years
Sinkholes 0 acres 09'0 0%
yard.
4• This will not disturb any environmental
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V24. VDOT Standard CG -12 Curb Ramps shall be installed where indicated on these plans and or as specified b VDOT
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Natural S. W. 0 acres 10% 0%
project
features as defined by the Frederick County
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EROSION &SEDIMENT CONTROL FEATURES
V25. VDOT Standard Guardrail shall be Installed where warranted and/or as proposed on these plans In accordance with
Retention Areas
Zoning Ordinance.
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LIMITS OF CLEARING & GRADING - - - - - - - - - LCG
VDOT's installation criteria. Final approval of guardrail layout to be given b VOOT after radio is most/ complete.
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Steep Slolpes >50% 0 acres 25% 0%
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Woodlandls 0 acres 25% 0%
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INLET PROTECTION
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STORMWA TER MANAGEMENT NOTE
OUTLET PROTECTION ®OPO
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APPROVALS SP # 31-09
This development will cause an increase of only 0,15 cis in the
CHECKDAM CD
10 -year storm events. The runoff from the new parking spaces
will enter a trench drain to filter debris and pollutants. Runoff will
DIVERSION DIKE
then infiltrate and/or drain to the roadside ditches.
Frederick County Zoning Administrat6r ate
SILT FENCE W/ WIRE SUPPORT - x - x - x - SF
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LANDSCAPING NOTES
TRIP GENERATION DATA
Fina/ Site Plan Approved by Frederick County Planning Date
RIP RAP RR
Department Reviewer
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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 PNan approval from VDOT will ex 3 f the approval letter.
PP expire three years from the date
and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities.
2. Frederick County Zoning Administrator approvall expires at five (5) years from the date of site plan approval.
DATE: AUGUST 17, 2009
SEDIMENT TRAP ST
2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots
The ITE Trip Generation Manua/ does not have a category for this use.
This Islamic prayer center will be utilized every Friday from 1:00 PM until
3. The Frederick County Sanitation Authority approval is valid for twoy ears from date of approval. If construction is
and be well branched, The planter shall guarantee all plants for one year.
2:00 PM. There will be a maximum of fifteen (i 5) cars for this center since
/n progress at the end of this period, not ress
iod
p g , Authority approval shall be void.
the septic dra/nfie/d limits the buildings capacity. Traffic will enter from
4, The Frederick County Departmentt of Public Works approval is not enough to begin site development. The
SCALE:
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3. Landscaper shall use shredded mu/ch in al/ planting beds and around trees. Tags from each plant will be provided
Route 664 and exit onto Route 666 during off-peak hours for these roads.
owner/contractor must obtain a Land Disturbance Permit and agree to periodic Inspections. shall be void,
CONSTRUCTION ENTRANCE CE
to the owner.
5. The Frederick County Department of Inspections approval does not constitute a building permit. Building plans
FILE NO.
0055
4
must be submitted and approved prior to construct/ng any structure. Furthermore, the site must meet all ADA
Plant substitutions will be allowed with the written approval of the Frederick County Planning Department.
requirements and be approved by Inspections.
SHEET 1 OF 3
Virginia Dep -t -en of TYanspanat/on
Minimum Standards of Enhances to State Highw "
STANDARD PRIVATE SUBDIVISION
ROAD/STREET ENTRANCE
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ALTERNATE METHODS FOR PLACING PIPES UNDER ENTRANCES
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28.4 Stop Sip (RI -1)
STOP signs are intended for use where traffic is required to stop. The
STOP sign shall be an ottagon with white message and border on a red
background. The standard size shall he 30 x 30 Inches. Where greater
emphasis or visibility is required, a larger size is recommended.
At a mulaw•ay stop Intersection 'sec 2B :urni ementary plate
IRI -3) should be mounted just below each STOP sign. If the number of
approach legs to the intersection is three or more, the numeral on Ude
,upplememary plate shall -orrespond to the actual number of legs, or the
legend ALL -WAY (RI -4) may be used. The supplementary plate shall
have white letters on a rd backgrotat- and shall he" a standard [ize of 12
x 6 inches (RI -3) or Ig x 6 inches
A STOP sign beacon or beacons may be usc:r :onjuncdon with a
STOP sign as described in section 4E-4.
Secondary messages shall not be used on STOP sign faces.
ROADSIDE SIGN
RURAL DISTRICT a
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LANDSCAPING DATA
Parking Lot Data
Trees
Requirement
Calculation
Per Stalls
1 per IO Stalls
17/10 = 2
Parlmpervk)usArea
Iper2,000sf
2,240/2,000=1
IF
Type
credit
Ex. Tfm to be saved
Shade - DeWuous
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Species
Size
Maple
27'
Maple
20'
Maple
IS'
Oak
IF
Oak
30' (3 trunks)
HFADLIGHTSCREENING 1 36- TALL BOXWOODS 1 14 EACH 9
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44-(A)-138
DAV16D R. &
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DB 807, PG 127
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1. PAVE ENTRANCE PER STANDARD PRIVATF
SUBDIVISION SPECIFICA770NS (SEEATTACHED).
1. OWNER/CONTRACTOR MUST N077FY THE VDOT
INSPECTOR 48 HOURSIN ADVANCE OF
BEGINNING ANY WORK.
3. GRADESAND STONEBASE MUST BE
APPROVED BY VDOT FIELD INSPECTOR PRIOR TO
APPLYINGASPHALT.
4. EXTEND 7NEWS77NG 15'CMPA MINIMUM
OFIO'ONEITHER SIDE. VDOTFIELDINSPECTDR
MAY REQUIRE MORE IF NEEDED.
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SHALL BEA BEA STANDARD PRIVATE
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PAVED TOA MINIMUM WID7H OF24'
PER STANDARD WITH 25'RADII.
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NOTES:
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AUGUST 17, 2009
1. 24"x24" TRENCH LINED WITH FILTER FABRIC
AND FILLED WITH No. 57 STONE,
NOH/C SPACE MAY NOT EXCEED A 2i SLOPE
SCALE: 1" = 10'
FILE NO. 0055
2. SIDEWALK ENTRY IS LEVEL WITH PAVEMENT
2. INSTALL 4" PERFORATED DRAIN PIPE TO (AT -GRADE.
DITCH ALONG ROUTE 664.
J. GRADING SHOULD DIRECT RUNOFF FROM
PARKING AREAS TOWARDS THIS TRENCH
3, WHITE STRIPING SHOULD 8E 3" WIDE
4. H/C SIGNS TO BE BUILDING MOUNTED.
SHEET 3 OF 3