HomeMy WebLinkAbout34-19 Site Plan1
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SAFFORD OF WINCHESTER
SITE DEVELOPMENT PLAN
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
SP #34-19
Gas:Shenandoah Gas Co.
P.O. Box 2400
Winchester, VA 22604
(540) 869-1111
Phone:Verizon
P.O. Box 17398
Baltimore, MD 21297
(301) 954-6282
Water/Sewer:Frederick Water
P.O. Box 1877
Winchester, VA. 22604
(540) 868-1061
UTILITY NOTICE REQUIRED
Contractors shall notify all public utility operators who maintain underground utility lines
in the area of proposed excavating or blasting at least two (2) working days, but not more
than ten (10) working days, prior to commencement of excavation or demolition. Names
and telephone numbers of the operators of underground utility lines appear below. These
numbers shall also be used to serve in an emergency condition.
CALL "MISS UTILITY"
VIRGINIA UTILITY PROTECTION SERVICE (VUPS) AT 811 OR 1-800-552-7001, 48 HOURS
PRIOR TO THE START OF WORK. EXCAVATORS MUST NOTIFY ALL PUBLIC UTILITY
OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF
PROPOSED EXCAVATING OR BLASTING AND HAVE THOSE FACILITIES LOCATED BY
THE UTILITY COMPANIES PRIOR TO COMMENCING EXCAVATION. THE EXCAVATOR IS
RESPONSIBLE FOR COMPLIANCE WITH ALL COUNTY REQUIREMENTS, VIRGINIA CODE
AND REGULATIONS.
VICINITY MAP
SCALE: 1" = 1000'
DEVELOPER
SAFFORD OF WINCHESTER
1659 BERRYVILLE PIKE
WINCHESTER, VA 22603
(540) 667-5532
Power:Rappahannock Electric Coop
137 Kelly Court
Front Royal, VA 22630
1-800-552-3904 AUG. 2019
MSS
19-21
5
0370G
Plan Revisions
Date Comment
Sheet List Table
1 Cover Sheet
2 General Notes and Legend
3 Overall Site Plan
4 Site Plan
5 Stormwater Plan
DATE
APPROVAL
ZONING ADMINISTRATOR
* SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL
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SHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:
LIST OF SERVICES: CIVIL ENGINEERING I GIS I LAND SURVEYING I ENVIRONMENTAL I ANALYTICAL LABORATORY I QUALITY CONTROL TESTING & INSPECTIONS
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8/12/19
OWNER
GRAMM HOLDINGS, LLC
1659 BERRYVILLE PIKE
WINCHESTER, VA 22603
(540) 667-5532
PARTS BUILDING ADDITION
N/A
2
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USECLASS * TRIP RATE
TRIP GENERATION DATA
FIRE MARSHAL'S NOTE
DWELLING UNITS
GENERAL NOTES VDOT GENERAL NOTES BUILDING INSPECTION NOTES
VPD
* TAKEN FROM ITE TRIP GENERATION 9TH EDITION
LEGEND
Fire lane markings and signage:
Any "No Parking" signs and yellow painted curb locations will be installed
by field inspection at the direction of the Fire Marshal's Office.
PROPOSED SAN. LAT. CLEANOUT
PROPOSED CENTERLINE
EXISTING SPOT ELEVATION
STORM DRAIN STRUCTURE IDENTIFIER
SANITARY MANHOLE IDENTIFIER
PROPOSED SPOT ELEVATION
EXISTING CURB AND GUTTER
PROPOSED EDGE OF PAVEMENT
EXISTING EDGE OF PAVEMENT
PROPOSED STORM SEWER WITH INLET
EXISTING STORM SEWER WITH INLET
PROPOSED TELEPHONE LINE
EXISTING TELEPHONE LINE
TRANSITION TO REVERSE CURB
PROPOSED CURB AND GUTTER
PROPOSED ELECTRIC SERVICE
EXISTING ELECTRIC SERVICE
PROPOSED SANITARY SEWER WITH MANHOLE
EXISTING SANITARY SEWER WITH MANHOLE
PROPOSED GAS LINE
EXISTING GAS LINE
FENCELINE
FLOW LINE
PROPOSED WATERLINE W/ TEE
PROPERTY LINE
EXISTING TELEPHONE PEDESTAL
EXISTING WATERLINE W/ TEE
EXISTING UTILITY POLE/GUIDE WIRE
SIGNS
PROPOSED REDUCER
EXISTING FIRE HYDRANT/VALVE/METER
INDICATES THE NUMBER OF TYP. PARKING SPACES
PARKING INDICATOR
HANDICAP PARKING
PROPOSED BUILDING ENTRANCE
VEHICLES PER DAY COUNT
PROPOSED FIRE HYDRANT/VALVE/METER
LIGHT POLE
EXISTING TREE LINE
EXISTING EASEMENT
PROPOSED EASEMENT
EXISTING CENTERLINE
EXISTING INDEX CONTOUR
EXISTING INTERMEDIATE CONTOUR
PROPOSED CONTOUR
1.Greenway Engineering, Inc. (GE) issued this plan set based on project criteria dictated by the client and municipal codes. This
plan set is not considered complete or appropriate for construction until ALL necessary agencies have given approval AND
this plan set is signed and sealed by a licensed professional. Any work, planning, scheduling, material purchases and/or
construction prior to approvals and licensed/professional sealing will be performed at the risk of the personnel authorizing
work. GE shall be held harmless from and costs, time delay and/or material changes incurred on work started before this plan
set receives approvals and seals.
2.Methods and materials used in the construction of the improvements herein shall conform to current County Construction
Standards and Specifications and/or current VDOT Standards and Specifications.
3.The Engineer shall not have control over or charge of and shall not be responsible for construction means, methods,
techniques, sequences or procedures nor for safety precautions and programs in connection with work shown on these plans.
The Engineer is not responsible for the contractor's schedules or failure to carry out the work. The Engineer is not responsible
for acts of omissions of the contractor, subcontractor, or their agents or employees, or any other person performing portions
of the work.
4.The Contractor, Owner or Developer shall be responsible for securing any third party inspection/testing service to insure
construction compliance with these plans and specifications. It is Greenway Engineering's recommendation that a third party
inspection/testing service be employed to ensure that project is completed and materials installed meet the details and
specifications in these plans.
5.The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility
to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall
be responsible for the digging of all test holes that may be required, whether recommended or not by these plans, to
determine the exact location and elevation of existing utilities. If any conflicts arising from this existing utility verification or if
during the course of construction, any object of an unusual nature is encountered, the contractor shall cease work in that area
and immediately notify Greenway Engineering at (540) 662-4185 and/or the proper authority. Greenway Engineering or any
engineer associated with these plans shall not be responsible or liable for any construction cost that may be associated with
the installation or reinstallation any utility or other improvements if not notified of any discrepancies between actual field
conditions and the approved plan.
6.The approval of these plans in no way relieve the developer, the contractor, or their agents of any legal responsibility which
may be required by the code of Virginia or any other ordinance enacted by the County nor does it guarantee the issuance of
any required permit by the County, VDOT or any other Agency.
7.An approved set of plans and all applicable permits must be available at the construction site at all times during construction.
A representative of the developer must be available at all times.
8.Prior to the initiation of any land disturbing activities the Developer, the Contractor or the Responsible Land Disturber shall
obtain a Land Disturbance Permit from the County Engineer's office. The Contractor, Developer or his agent shall be
responsible for obtaining a Virginia Stormwater Management Program (VSMP) Permit and shall be responsible for the
registration of the construction site as required by law. They shall also be responsible for obtaining and maintaining on site a
Stormwater Pollution Prevention Plan (SWPPP). The approval of these plans in no way relieves the developer or his agent of
the responsibilities contained in the Virginia Erosion and Sediment Control Handbook.
9.The Developer or his agent shall be responsible for obtaining any required permits from the Virginia Department of
Environmental Quality (DEQ) or the United States Army Corp of Engineers for any plan wetland disturbance as shown on these
plans. They shall also be responsible the identification and delineation of any wetlands that may be present on the
construction site.
10.The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public
streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to
insure that public streets are maintained in a clean, mud and dust free condition at all times.
11.A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and
Frederick County prior to any construction activities within existing State right-of-way.
12.The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his
construction project within or contiguous to the existing right-of-way.
13.Warning signs, markers, barricades or flagmen should be in accordance with the State and Federal Manual on Uniform Traffic
Control Devices (MUTCD).
14.The exact location of all guard rails and paved ditches will be determined by VDOT personnel. "A joint inspection will be held
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to
determine if and where guard rail and/or paved ditches will be needed. The developer will be responsible for providing
guardrail and paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT)
Guard Rail and Paved Ditch Specifications.
15.All unsuitable material shall be removed from the construction limits of the site plan before placing embankment.
16.All pavement sections shown on these approved plans are based on a minimum CBR value of 6 and are for preliminary design
only. Final pavement design shall be based upon actual field tested CBR values. The Contractor or Developer shall be
responsible for field tests per VDOT standards to obtain actual CBR values for final design. Final pavement designs will be
approved by VDOT and/or the Owner/Developer, which ever applicable, prior to installation.
17.All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6"
diameter and conform to VDOT standard SB-1.
18.When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to
the County Public Works Department prior to issuance of grading and/or site development permits.
19.Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines.
Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to
existing lines.
20.The Developer and/or Contractor shall be responsible to supply all utility companies with copies of the approved plans and
advise them that all grading shall conform to the approved plans, and further that the utility companies shall be responsible
for horning these plans and the finished grades in the installation of their utility lines.
21.All utilities to be located underground.
22.Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at
least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition.
23.The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation
should be done prior to construction.
24.All parking lot/street light and dry utility design shall be performed and provided separately by others. All dry utility and or
lighting information shown hereon is as specified by others and is included for informational purposes only, as directed by the
Owner, Developer and/or public agency requirements. Greenway Engineering has not performed the lighting and/or dry utility
design and does not warrant and is not responsible for the degree and/or adequacy of illumination on this project or the
adequacy of the dry utility to service the site.
25.All sanitary sewers, water mains and appurtenances shall be constructed in accordance with the current standards and
specifications of Frederick Water.
26.All stormwater piping and structures shown on these plans are only accurate to the inlet or manhole locations as shown
hereon. Detail design of stormwater structures were not provided to Greenway Engineering. Actual pipe alignments will be
based upon developed structural shop drawings as provided by the manufacturer. Contractor shall make adjustments to pipe
alignments base on provided shop drawings. Greenway Engineering will not be held responsible or liable for any
discrepancies or changes caused by the structural design. Contractor may submit shop drawings to Greenway Engineering
for review and approval at contractor's expense. Shop drawings will be reviewed for compliance with design plans. The Owner
or Developer will be responsible for any redesign as a result of structural shop drawing design.
27.Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor
AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results
submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it should
supersede the requirements in this note.
28.Refer to Geotechnical Engineer for methods, materials and details for construction of all earthwork activities.
29.Any retaining wall 2 ft. or greater in height shall require the issuance of a separate building permit.
30.Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle
shall be provided at the construction site.
31.These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected in accordance with
state law. In the event gravesites are discovered during construction, the owner and engineer must be notified immediately.
32.Individual sign permits will be required from the Zoning Office for all free standing and/or facade signs prior to erecting the
sign and may require a separate building permit..
V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of
Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control
Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the
Standards or Specifications and Regulations, the most stringent shall govern.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration
(OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations.
V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the
current edition of VDOT’s Work Area Protection Manual. A transportation management plan needs to be submitted for
approval and land use permit issued prior to any execution of work within the VDOT right of way.
V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction
boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to
locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of
these plans does not indemnify the developer from this responsibility.
V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as
deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of
the developer.
V6. If required by the local VDOT Land Development Office, a pre-construction conference shall be arranged and held by the
engineer and/or developer with the attendance of the contractor (s), various County agencies, utility companies and VDOT
prior to initiation of work.
V7. The contractor shall notify the local VDOT Land Development Office when work is to begin or cease for any undetermined
length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection.
V8. The contractor shall notify the Traffic Operations Center at (540) 332-9500 for any traffic control plan that impacts a VDOT
maintained Interstate or Primary roadway to provide notification of the installation and removal of the work zone.
V9. The contractor shall be responsible for maintaining a VDOT permitted temporary construction entrance(s) in accordance
with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected
by this project shall be maintained through construction.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction.
V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover
and when possible shall be installed under roadway drainage facilities at conflict points.
V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the
course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that
vicinity until an adequate design can be determined by the engineer and approved by VDOT.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to
placement of fill. A VDOT representative shall be present to insure the soil sample(s) obtained for CBR’s is representative
of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified
and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all
applicable VDOT standards and procedures.
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in accordance with
the lift thicknesses, density and moisture requirements as specified in the current VDOT Road and Bridge Specifications.
Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise.
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT.
V16. A post installation visual/video camera inspection shall be conducted by the Contractor on all pipes identified on the plans
as storm sewer pipe and a select number of pipe culverts. For pipe culverts, a minimum of one pipe installation for each
size of each material type will be inspected or ten percent of the total amount for each size and material type summarized.
All pipe installations on the plans not identified as storm sewer pipe shall be considered as culvert pipe for inspection
purposes. Additional testing may be required as directed by the Area Land Use Engineer or their representative.
V17. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design
standards and is the responsibility of the developer.
V18. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the
developer in accordance with the Manual On Uniform Traffic Control Devices.
V19. The developer shall provide the VDOT Land Development Office with a list of all material sources prior to the start of
construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the
local VDOT Land Development Office prior to acceptance of the work. Unit and total prices may be obscured.
V20. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be
determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and
VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to
VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and
given the opportunity to be present during the construction and testing of the density control strip.
V21. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications.
Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction
technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specifie
otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and
testing of the control strip.
V22. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored
below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report
findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall
comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is
encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and
approved by VDOT.
V23. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT’s
installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete.
V24. Approval of these plans shall expire five (5) years from the date of the approval letter.
V25. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT.
V26. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed
foundation elevation to determine the type and condition of the foundation. The contractor shall submit copies of borehole
logs and report findings of foundation exploration to the engineer and VDOT for approval prior to constructing box.
Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Contrary to the Standard, where rock is
encountered and cast-in-place box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or
otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be
determined by the engineer and approved by VDOT.
FREDERICK WATER CONSTRUCTION NOTES
FREDERICK WATER PROJECT INFORMATION
WATER AND SANITARY SEWER USAGE
WATER DEMAND 102 GPD
SANITARY SEWER DISCHARGE 102 GPD
Calculation of demand/discharge
WATER DEMAND
*Residential: 235 gpd per connection
*Commercial: 75 gpd per 1,000 sf
*Industrial: 25 gpd @ 10 persons per acre
SEWER DISCHARGE
Sewer discharge equals water demand
PROJECT INFORMATION
1. Frederick Water’s Water and Sewer Standards and Specifications are available at www.frederickwater.com
2. The contractor shall adhere to Frederick Water standards and specifications in effect at the time of construction.
3. The contractor shall coordinate with and arrange for inspection by Frederick Water.
4. The contractor shall connect a new sewer line to an existing manhole by core drilling the manhole.
5. A new water (or forced sewer) main shall be connected to an existing main by a wet tap.
Frederick Water shall furnish all needed material and make the tap.
a. An Application for Wet Tap shall be submitted and the initial fee paid before the tap is made.
6. Exact locations of water and sewer services on new lines are to be coordinated with Frederick Water’s inspector.
7. Frederick Water’s maintenance division shall furnish and install all water meters through 2 inch in size.
It is the contractor’s responsibility to have the meter box assembly installed correctly.
Before a permanent meter is installed:
a. The meter box, with its frame and cover, must be properly aligned with the yoke bar.
b. The frame and cover shall be set to final grade.
c. The distance between the top of the cover and the yoke bar shall be between 20 and 23 inches.
d. All components of the meter box assembly shall be in proper working order.
8. For services that connect to existing lines:
a. Frederick Water shall furnish and install:
i. all ⅝”x¾”, ¾”, 1”, 1½” and 2” water services
ii. all sewer services.
b. The owner/developer shall:
i. coordinate (or have the contractor coordinate) the location of the service lateral with Frederick Water’s
engineering assistant.
ii. submit an Application for Service and pay the required fees.
9. All water service lines must have a backflow prevention assembly (double check valve or RPZ, as required). The
assembly must meet ASSE standard number 1015 or 1013.
10. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required). The
assembly shall meet ASSE standard number 1048 or 1047. Any privately owned fire line, interior or exterior, shall
also have a fire service HP Protectus III meter. This assembly shall be installed immediately before the backflow
prevention unit. Radio read remotes are required.
11. Frederick Water shall review the mechanical plan(s) for design and material approval of a building’s:
a. domestic water meter and its backflow prevention device, and/or its
b. Fire service line’s water meter and backflow prevention device.
12. DEQ must also approve sewer pump stations. Frederick Water requires a copy of DEQ’s Certificate to
Operate and a copy of the station’s DEQ approved O&M manual. These documents must be received
before substantial completion is issued and water meters released.
January 2019
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SHEET OF
DESIGNED BY:
FILE NO.
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DATE:
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8/12/19
MSS
19-21
0370G
AUG. 2019
5
5' PARKING SETBACK
5'
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35' BRL
EXISTING
POND
T.M. 54-A-99B
GRAMM HOLDINGS LLC
INSTR. YR. 2011, INTR. # 110010044
ZONE: B2
USE: COMMERCIAL
60' INGRESS-EGRESS
EASEMENT (ROW)
DB: 514, PG: 131
EX. PRODUCT STORAGE
S 5
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N
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N 82°50'14" W 400.64'
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7
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'
S 82°40'53" E 460.69'
EX. WETLAND
T.M. 54-A-99H
ROY F. STEIN
ZONE: B2
DB 649 PG 818 USE: COMMERCIAL
54-A-102
DAVID BRAGG
ZONE: RA
USE: RESIDENTIAL T.M.
DB 929 PG 1805
162.5'
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SHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:
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8/12/19
MSS
19-21
0370G
AUG. 2019
5
PROJECT AREA
8' MIN.
18
'
O
R
2
0
'
STRIPED AREA
HANDICAPPED
SYMBOLS
FC
EP
4.0' MIN.
7.0' MAX.
4" STEEL PIPE FILLED WITH CONCRETE
DISPLAY CONDITIONS
24"
6"6"
9"
RESERVED
PARKING
12"
2'WHEEL STOP
WITH EP
SIGN (SEE DETAIL)
HANDICAPPED PARKING
N.T.S.
04/15
VER 1
NOTE:
RAMP FOR HANDICAPPED MUST
BE LOCATED AT SAME POINT
ADJACENT TO THE STRIPED
AISLE.
LIGHT COLORED
REFLECTIVE
BACKGROUND
MAT'L.
DARK COLORED
2" LETTERS &
3/8" BORDER
INTERNATIONAL SYMBOL
OF ACCESSIBILITY
UNLAWFUL
PARKING IN THIS
SPACE IS SUBJECT
TO A FINE OF
$50.00 TO $100.00
LIGHT COLORED 1" LETTERS
DARK COLORED REFLECTIVE
BACKGROUND MATERIAL
SIGN SHALL BE LOCATED
SUCH THAT IT WILL NOT
BE OBSCURED BY
VEHICLE PARKED IN
SPACE.
8' VAN ACCESSIBLE SPACE
5' FOR REGULAR SPACE
WHEEL STOP
N.T.S.
11/05/14
VER 1
3
4" REINFORCING BARS
EMBEDDED 18" INTO
SUBGRADE
2 - #4 BARS
CONTINUOUS FULL
LENGTH OF
CONCRETE
7
8" DIAM. HOLE (TYP.)
PRECAST CONCRETE BUMPER
TOP OF REINFORCING BAR
FLUSH WITH TOP OF CONCRETE
6'
5-5/8
"
12
"
12
"
5"
6"
M
I
N
3
4
"
T
O
1
"
8" BASE 21-A
6x6 WWM
CONCRETE LOADING AREA
N.T.S.
04/15
VER 1
COMPACTED SUBGRADE
(COMPACTED TO 95% DENSITY AT
OPTIMUM MOISTURE CONTENT
VDOT VTM-1 METHOD)
8" - 4000 PSI REINFORCED CONC.
CONCRETE PAVEMENT MAY HAVE
MAXIMUM EXPANSION / CONTROLS
JOINTS AT 10X10.
DDINSERT
MOUND TOP OF CONCRETE FILL
6" DIA. - ANSI
SCHEDULE 40 STEEL
PIPE FILLED WITH
CONCRETE AND
PAINTED YELLOW
18' DIA. CONCRETE
ENCASEMENT
BOLLARD DETAIL
N.T.S.
10/28/14
VER 1
3'
7'
6"
4'
T.M. 54-A-106
ZONE: B2
USE: COMMERCIAL
85.33'
30
.
0
0
'
OVERHEAD
DOOR (TYP.)
PROPOSED PARTS BUILDING
GFA = 3,760 SF
FFE = 671.503 DETAIL BAYS
GFA = 1,360 SF
OFFICE/STORAGE
GFA = 2,400 SF
INTERNAL FLOOR DRAIN BY
OTHERS, SEE ARCH. PLANS
APPROX. LOCATION
EX. 4" DRAIN LINE
LOADING
AREA
APPROX. LOCATION EX. 4"
FLOOR DRAIN LINE TO MAIN
BUILDING
APPROX. LOCATION EX.
FLOOR DRAIN TO EX.
OIL/WATER SEPARATOR
APPROX. LOCATION EX. 6"
ROOF DRAIN LINE TO EX.
STORM STRUCTURE
EX. CURB & GUTTER
ISLAND AND LIGHT
POLE TO REMAIN
PROP. LIMITS OF
DISTURBANCE
PROP. LIMITS OF
DISTURBANCE
PROP. LIMITS OF
DISTURBANCE
CONNECT FLOOR DRAIN TO
EX. 4" DRAIN INTERNALLY,
WITH TRAFFIC GRADE
CLEANOUT
20
'
11.0'5.0'8.7'
EX. LIGHT POLE
TO REMAIN
EX. LIGHT POLE
TO BE REMOVED
670
672
674
676
32 LF - 6" PVC SCH 21
STORM DRAIN AT
0.5% SLOPE
CONNECT TO EX.
ROOF DRAIN SYSTEM,
INV. NOT KNOWN
PROP. DRAINA
G
E
S
W
A
L
E
A
T
1
.
5
5
%
S
L
O
P
E
PROP. WATER SERVICE
CONNECTED TO EX.
SERVICE IN BODY SHOP
PORTION OF EX.
CURB & GUTTER
TO BE REMOVED
PROP. BOLLARD
(TYP.)
PROP. 2' CURB NOSE
DOWN, MEET/MATCH
PROP. CONC. APRON
5.
0
'
9.0'
ACCESSIBLE PARKING SIGN
TO BE MOUNTED TO BUILDING
AT REQUIRED HEIGHT & $500
FINE, SEE DETAIL SHT. 3
1.
5
%
1.
5
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
ACCESSIBLE ROUTE
DESIGNATION TO
MAIN ENTRANCE
ERADICATE EX.
PARKING STRIPING
TO END OF BAY
1" = 10'
4
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SHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:
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8/12/19
MSS
19-21
0370G
AUG. 2019
5
NOTES:
1.THERE ARE NO PROPOSED WATER OR SANITARY SEWER SERVICES WITH THIS BUILDING.
2.EXISTING LANDSCAPE MATERIALS SHALL REMAIN UNDISTURBED. IF ANY MATERIALS
REQUIRE REMOVAL DURING CONSTRUCTION, THEY SHALL BE REPLACED IN KIND AND IN
THE SAME LOCATION OR AS SHOWN. ALL LANDSCAPING SHALL CONFORM TO
FREDERICK COUNTY ZONING ORDINANCE ARTICLE 165-203.01.
3.THERE ARE NO FREESTANDING SITE LIGHTING PROPOSED WITH THIS PLAN. ALL SITE
LIGHTING SHALL CONFORM TO THE FREDERICK COUNTY ZONING ORDINANCE ARTICLE
165-201.07.
4.SOLID WASTE COLLECTION IS TO CONSIST OF EXISTING FACILITIES CURRENTLY USED BY
THE DEALERSHIP.
5.NO SIGNS ARE PROPOSED WITH THIS PLAN. ANY SIGNAGE SHALL CONFORM WITH THE
FREDERICK COUNTY ZONING ORDINANCE ARTICLE 165-201.06.
6.ELECTRIC, GAS AND OTHER UTILITY SERVICES TO BE PROVIDED FROM EXISTING
BUILDINGS.
T.M. 54-A-106
ZONE: B2
USE: COMMERCIAL
APPROX. LOCATION EX. 6"
ROOF DRAIN LINE TO EX.
STORM STRUCTURE
670
672
674
676
32 LF - 6" PVC SCH 21
STORM DRAIN AT
0.5% SLOPE
CONNECT TO EX.
ROOF DRAIN SYSTEM,
INV. NOT KNOWN
PROP. DRAINA
G
E
S
W
A
L
E
A
T
1
.
5
5
%
S
L
O
P
E
PROP. WATER SERVICE
CONNECTED TO EX.
SERVICE IN BODY SHOP
1.
5
%
1.
5
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
1" = 10'
5
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SHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:
PR
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V
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8/12/19
MSS
19-21
0370G
AUG. 2019
5
STORMWATER MANAGEMENT NOTE:
EXISTING IMPERVIOUS AREA WITHIN LIMITS OF DISTURBANCE = 1692.33 SQ. FT.
PROPOSED IMPERVIOUS AREA WITH THIS PLAN = 2760 SQ. FT.
DIFFERENCE = 1067.67 SQ. FT. (0.0245 AC.) ADDITIONAL IMPERVIOUS AREA
INCREASE IN RUNOFF: Q10 = 0.9 * 6.75 IN./HR. * 0.0245 AC. = 0.15 CFS