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GENERAL NOTES
VDOT GENERAL NOTES
LEGEND
VICINITY MAP
1. Methods and materials used in the construction of the improvements herein shall conform to the current
County construction standards and specifications and/or current VDOT standards and specifications.
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during
construction, must be provided prior to issuance of the site development permit. The approval of these plans in
no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
Control Handbook.
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
(VDOT) and Frederick County prior to construction in existing State right-of-way.
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
required under State law.
5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
responsible for providing guardrail and paved ditches as determined b this joint inspection." Refer to
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Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a
representative of the developer must be available at all times.
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
Control Devices (MUTCD).
8. All unsuitable material shall be removed from the construction limits of the roadway before placing
Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia
Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and
Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a
discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall
govern.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health
Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations.
V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in
accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control
flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications.
V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic
signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the
sole responsibility of the developer to locate and identify utility facilities or items that mayl be in conflict
with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from
this responsibility.
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V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject
to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision
shall be the responsibility of the developer.
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use
permits for any work within VDOT right-of-way.
V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held
by the engineer and/or developer with the attendance of the contractor, various County agencies, utility
EXISTING INTERMEDIATE CONTOUR 330
EXISTING INDEX CONTOUR 330
PROPOSED CONTOUR 400
EX E/P
EXISTING EDGE OF PAVEMENT --UJ
PROPOSED EDGE OF PAVEMENT PROP E/P
EX C&G
EXISTING CURB AND GUTTER
PROP C&G,
PROPOSED CURB AND GUTTER
CG-6 CG-6R
TRANSITION FROM CG-6 TO CG-6R
EXISTING TELEPHONE LINE --- -----------
PROPOSED TELEPHONE LINE
EXISTING STORM SEWER „ RCP
PROP 15 RCP
PROPOSED STORM SEWER
EXISTING SANITARY SEWER - - -
PROPOSED SANITARY SEWER
EXISTING ELECTRIC SERVICE - -
PROPOSED ELECTRIC SERVICE
X' SCALE: 1 = 2000
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SHEET INDEXembankment.
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
on the plans and as required at the field inspection.
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
be minimum 6 diameter and conform to VDOT standard SB-1.
companies and VDOT prior to initiation of work.
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any
undetermined length of time. VD1OT requires and shall receive 48 hours advance notice prior to any required
or requested inspection.
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V9. The contractor shall be responsible for maintaining adequate access to the ro ect from
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public roadway via a construction entrance that is constructed and maintained in accordance with Section
3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected
by this project shall be maintained through construction. The Developer shall have, within the limits of the
EXISTING GAS LINE - -
PROPOSED GAS LINE
PROPERTY LINE
FLOW LINE �- - �- ....... •••. ...
FENCELINE
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1. COVER SHEET
2. CONDITIONAL USE :PERMIT CONFORMANCE PLAN
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
one litter receptacle shall be provided at the construction site.
project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion
and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous
basis for proper installation and operation. Deficiencies shall be promptly rectified. i
EXISTING POWER POLE
EXISTING TELEPHONE PEDESTAL
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end
EXISTING WATERLINE W/ TEE
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
condition at all times.
of construction.
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PROPOSED WATERLINE W/ TEE
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14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets,
and connections to existing lines.
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
standards and specifications of the Frederick County Sanitation Authority.
Vll. 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.
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
PROPOSED WATER METER
PROPOSED REDUCER
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16. The location of existing utilities shown in these plans are taken from existing records. It shall be the
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
utility verification and the proposed construction.
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a
result of his construction project within or contiguous to the existing right-of-way.
18. When grading is proposed within easements of utilities, letters of permission from all involved companies
must be provided to Frederick County Public Works Department prior to issuance of grading and/or site
development permits.
19. The developer will be responsible for the relocation of an utilities which is required as a result of his
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project. The relocation should be done prior to construction.
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
in accordance with state law. In the event gravesites are discovered during construction, the owner and
engineer must be notified immediately.
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
professional engineer and results submitted to Frederick County prior to pavement construction. If a
eotechnical report has been prepared, it should supersede the requirements in this note.
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23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of
excavation or demolition. Names and telephone numbers of the and operators underground utility lines in
Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
24. All utilities to be located underground.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be
present to insure the sample obtained is representative of the location. When soil samples are submitted to
private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project
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to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards
and procedures.
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted
in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within
plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the
direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT
Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless
specified otherwise.
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as
specified by VDOT.
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet
VDOT minimum design standards and is the responsibility of the developer.
V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be
installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the
Manual On Uniform Traffic Control Devices.
V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the
start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way
must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices
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may be obscured.
V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader.
Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road
and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified
STOP SIGN
pARHING INDICATOR.rg~;
INDICATES THE NUMBER OF TYPICAL PARHING SPACES Al2
HANDICAP PARHING
VEHICLES PER DAY COUNT 100
PROPOSED BUILDING ENTRANCE
PROPOSED STREET NAME SIGN
PROPOSED SANITARY LATERAL CLEANOUT =
SANITARY MANHOLE IDENTIFIER 12
STORM DRAIN STRUCTURE IDENTIFIER
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EASEMENT LINE - -
CENTERLINE
EXISTING SPOT ELEVATION X 735.4
5
PROPOSED SPOT ELEVATION X 35-
EXISTING TREE LINE °�^ ��*,��.,�.�,.�„„,�,.,�`
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THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION,
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MARK D, SMITH
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PROJECT INFORMATION
PARCEL IDENTIFICATION NO. 87-A-89 = 1.0552 AC ALL SIGNS SHALL CONFORM
STREET ADDRESS: 2204 FAIRFAX PIKE TO THE CONDITIONAL USE
PROJECT SITE AREA: 1.0552 AC
DISTURBED AREA: LESS THAN 10,000S.F. PERMIT #02-07
CURRENT ZONING: RA
CURRENT USE: RESIDENTIAL LOT ALL BUILDING HEIGHTS SHALL
PROPOSED USE: CUP #02-07 CONFORM TO SECTION 165-83
SETBACKS: REQUIRED PROVIDED OF THE FREDERICK COUNTY
FRONT PRIMARY 60' 60' SUBDIVISION AND ZONING
REAR 50' 50' ORDINANCES
SIDE 50 50
MAXIMUM HEIGHT: 35' 35' OR LESS THAN
ACCESSARY USE SETBACKS: SETION 165.55.D. OF THE FREDERICK COUNTY ZONING ORDIANCE
FRONT PRIMARY 60' 60'
REAR 15' 15'
SUR VEY AND TOPOGRAPHIC INFORMA TION
25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways.
Note: An lace within these plans stating Greenway Engineering,shall re resent Greenway Engineering,Inc.
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copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking
stone depths, a VDOT representative shall be notified and given the opportunity to be present during the
construction and testing of the density control strip.
V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge
Specifications. Density shall be determined using the density control strip as specified in Section 315 and
VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be
submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the
opportunity to be present during the construction and testing of the control strip.
SIDE 15' 15'
CONSTRUCTION NOTES:
OWNER TO VERFIY EXISITNG DRAINFIELD LOCATION PRIOR TO LAND DISTURBANCE.
OWNER TO VERIFY EXISITNG HORZIONTAL AND VERTICAL LOCATION OF UTILITIES PRIOR TO LAND
DISTURBANCE.
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1. Boundary survey was performed by:
MARSH & LEGGE LAND SURVEYORS P.L.0 Dated: 06-14-04
2 Aerial, horizontal and vertical control surveys were
performed by: 20XX
(Year)
)
FCSA CONSTRUCTION NOTES
1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com
2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval.
3. The contractor shall adhere to the standards and specifications in effect at the time of construction.
4. The contractor shall coordinate with, and arrange for inspection by, the Authority.
5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole.
6. When an existing water main is tapped for the installation of a new line:
a) The Authority shall furnish all labor and material.
b) The contractor must:
1. make application and pay deposit
2. mark the tap location.
3. coordinate installation with the engineering -assistant.
7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector.
8. The Authority's maintenance department shall furnish and install all water meters through 2" in size.
It is the contractor's responsibility to have the meter box assembly installed correctly.
Before a permanent meter is installed:
a) The meter box, with its frame and cover, must be properly aligned with the coppersetter.
b) The frame and cover shall be set to final grade.
c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches.
d) All components of the meter box assembly shall be in proper working order.
V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger
shall be explored below the bottom of the excavation to determine the type and condition of the foundation.
The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to
lacin pipe. Foundation designs shall comply with VDOT Road and Bride Standard PB-1. Where soft
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or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation
stabilization shall be determined by the engineer and approved by VDOT.
V22. Approval of these plans shall expire three (3) years from the date of the approval letter.
V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified
by VDOT.
V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in
accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after
grading is mostly complete.
3. Aerial topographic mapping performed by:
- Dated: XX/XX/XX
FREDERICK COUNTY INSPECTION DEPARTMENT NOTES:
BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTIONS 311,
S (STORAGE) OF THE INTERNATIONAL BUILDING CODE/2003 AND SPECIAL USE SECTION 406.6. OTHER
CODE THAT APPLIES IS CABO A117.1-3 ACCESSIBLE AND USUABLE BUILDINGS AND FACILITIES.
PROPOSED 1920 sq ft REPAIR WITH ADJOINING 490 sq ft OFFICE, OFFICE SHALL COMPLY WITH ANSI
HANDICAP A117.1-3-03. ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE. HANDICAP
PARKING SHALL BE PROVIDED. SIGNAGE SHALL COMPLY WITH USBC 1106.8.
POOL BARRIER SHALL BE MAINTAINED AS ,REQUIREDBY THE INTERNATIONAL BUILDING CODE.
ANY FLOOR DRAINS SHALL HAVE GREASE/OIL SEPARATOR PER THE INTERNATIONAL BUILDING CODE.
REQUIREMENTS OF CHAPTER 17 ON THE IBC SHALL APPLY TO THE TYPE OF
SPECIAL INSPECTIONS RE
STRUCTUR, (SOILS CONCRETE, STEEL ETC.)
PERMIT REQUIRED FOR FENCE THAT EXCEEDS 6' ABOVE FINISHED GRADE.
FREDERICK COUNTY HEALTH DEPARTMENT NOTES:
ALL RESTROOMS ARE FOR RESIDENT USE ONLY
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0 WNERS CERTIFICATE
The foregoing Site Plan of the land of
Keith Rogers
is with the free consent and in accordance with the desires
of the undersigned owners, properties and trustees if any.
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DAT
APPRO UAL
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FIRE MARSHALL S NOTE
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FRED (fK COUNTY ZONING ADMINISTRATOR DATE
*APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5)
Fire lane markings and signage:
Any "No Parking" signs and yellow painted curb locations will be installed
by field inspection at the direction of the Fire Marshall's Office.
9. For water and sewer services that connect to existing lines:
a) The location of the service lateral is to be coordinated with the Authority's engineering assistant.
b) An Application for Service must be made and fees paid before work will begin.
c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services.
d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the
property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the
YEARS FROM THE DATE OF PLANNING APPROVAL
TRIP GENERA TION DATA
Project Name:
OGET� �� �� ��
Project Number:
495�
CLASS
USE
DWELLING UNITS
* TRIP RATE
TRIP RATE USE
VPD
Magisterial District:
Date of Plan: (Month, Day, Year)
meter.
e) The Authority will install all sewer laterals.
OPEQUON MAGISTERIAL DISTRICT
June 20, 2007
10. Any water service line must have a backflow prevention assembly (double check valve or RPZ,
as required). The assembly must meet ASSE standard No. 1015 or 1013.
* TA
EN FROM ITE TRIP GENERATIO
7TH EDITION
DATE: June 20, 2007
Owner:
Address, Including Zip Code & Telephone No.
2204 FAIRFAX PIKE
UTILITY CONTACTS
SCALE: NA
11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required).
The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a
fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read
remotes are required.
12. FCSA to review the mechanical planfor design and material approval of: 1) the domestic water meter and
its backflow prevention device, and/or 2) the fire service line's backflow prevention device.
KEITH I,' . ROGERS
WHITE POST, VA 22663
540-664-7290
Water/ Frederick County Sanitation Authority Phone: Verizon
Sewer: P.O. Box 1877 P.O. Box 17398
Winchester, VA. 22604 Baltimore, MD 21297
(540) 868-1061 (301) 954-6282
Power: Allegheny Power Gas: Shenandoah Gas Co.
P.O. Box 1458 P.O. Box 2400
Hagerstown, MD 21741 Winchester, VA 22604
1-800-654-3317 (540) 869-1111
Virginia Utility Protection Service 1-800-552-7001
Developer:
SAME AS ABOVE
Address, Including Zip Code & Telephone No.
SAME AS ABOVE
DESIGNED BY: JNTs)
FILE N0. 4952
Engineer Certifying Plan:
GREENWAY ENGINEERING
Address, Including Zip Code & Telephone No.
151 WINDY HILL LANE
WINCHESTER, VA 22602
(540) 662-4185
HANDICAPPED PARKING NOTE
SHEET 1 OF 2
Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
07-55
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VIEW WITH FREDERICK COUNTY ORHTOGRAPHIC PHOTO
SCALE: 1 "= 30'
Erosion & Sediment Control Narrative
PROJECT DESCRIPTION
ROGERS GARAGE IS LOCATED ON OFF ROUTE 277 FAIRFAX PIKE. THE LAND DISTURBANCE
PROPOSED WITHIN THIS PLAN IS STRICTLY FOR DISTRUBANCE OF THE CONSTRUCTION OF AN
ACCESSORY USE GARAGE TO INCLUDE THE GRAVEL STRAGE AND PAVED DRIVE AREA.
EXISTING SITE CONDITIONS
RESIDENTIAL LOT
ADJACENT PROPERTY
THE ADJACENT PROPERTIES ARE AGRICULTURAL AND RESIDENTIAL USE.
EROSION AND SEDIMENT CONTROL MEASURES
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED
AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND
SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.
STRUCTURAL MEASURES
INSTALL SILT FENCE ALONG PERIMERITER DISTURBED AREA AS SHOWN
BASE MAPPING SOURCE
EXISITNG DATA/INFORMATION WAS PROVIDED BY FREDERICK COUNTY GIS DEPARTMENT
BOUNDARY INFORMATION WAS TAKEN FROM AVAILABLE COUNTY RECORDS. THE BOUNDARY
SHOWN DOES NOT CONSTITUTE A BOUNDRY SURVEY BY GREENWAY.
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH
UPSLOPE ALONG THE LINE OF'
STAKES.
6'MAX.
FLOW
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
FLOW
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
4"
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
SOURCE: Adapted from katallation of Straw and Fabric Filter Barriers for Se imeat Coatro!,VA. BNC PLATE. 3.05-2
Sherwood and iyant
CO
COTWIE01ICK
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Department of Planning and Development
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540/665-5651
FAX:540/665-6395
p� March 29, 2007
APPROXIMATE _. W o LO
( ((> Keith and Sandra Rogers �p 00
g APPROXIMATE LOCATION �63 91, ``� �` 2204 Fairfax Pike C\2 �
LOCATION BUSINESS SIGN `"�• White Post, VA 22663 C\2 It
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OF EX. PP "�, " -, �1 - a °' � 0 o
EX. ENTRANCE TO ` \M1 RE: CUP #02-07 for Keith and Sandra Rogers '� N
BE REMOVED PER CUP \ Property Identification Number 77-A-13 4 '� 1 11
002 -0l CONDITION 4°� \�\� Dear Mr. and Mrs. Rogers: ■� > C\
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O O This letter is to confirm action taken by the Frederick County Board of Supervisors at their meeting onUJ
LIMITS OF March 28, 2007. Conditional Use Permit 402-07 was approved enabling a public garage without body q O
CLEARING cGRADING work. Further conditions associated with the approval of the Conditional Use Permit include the W g
I \ \ following: p
1 — 1. All review agency comments and requirements shall be complied with at all times. Lo
2. The property shall have no more than one (1) non -illuminated business sign, no larger than 25
T.M. 81- A-90 I square feet in area, and no taller than 10 feet.
\6� 3. The existing commercial entrance on the parcel to the west, known as Tax Ma Identification 87-
GARY W. � SHARON R. MCpONALp ,�p \,Q g P � P Z"
IN6TR:0026041 EX. 50' I APPROXIMAT �\ � .,,_.,, A-90, will provide the driveway for ingress/egress onto the applicant's property, Tax Map Mv3
,..,_ �� Identification 87-A-89. a) C
ZONED: RA INGRESS/EGRESS WELL { �
USE: FARM MARKET \ " J 4. The existing residential driveway accessing from Fairfax Pike will be removed nor to business
EASEMENT I LOCATION !- g y g P
IN6T"040013391 \ activities.
5. An engineered site plan and implementation of identified improvements is required prior to any
v business activities taking place on the site. o W
IN5Tt'010009314 LIMITS 6. The applicant will be limited to repairing only five (5) vehicles at a time, including storage.
n CLEARING " GRADING i n 7. Vehicles for repair use shall be stored behind a board -on -board six foot tall fence, to shield from
I"' I I I adjoining properties. Any inoperable vehicles on the property shall adhere to Section 165-47 of
(n the Frederick County Zoning Ordinance.
ry O I I �PA �D AREA 4 S. The auto repair business is permitted a maximum of four (4) employees.
9. All repair activities shall occur entirely within an enclosed structure which shall not exceed 2,700
I I I HC square feet.
S ICxN 10. Hours of operation shall be from 7:00 A.M. to 7:00 P.M.
i (P ( I 11. Any business uses outside the repair realm of the conditional use permit, is not permitted. Z
Im I 12. Any expansion or change of use shall require a new Conditional Use Permit.
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h I Ex. HOUSE I I' CLAW COUNTY all
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s `s• .:: II 107 North Kent Street, Suite 202 Winchester, Virginia 22601-5000
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I .. I I N PIN" 21-A-12A -
Ex. POOL p , _� , I. �. 'c N m SAD I E M. BENTON
ZONED: RA
USE: AGRICULTURAL W
sF 3 I 1 Cf) Keith & Sandra Rogers CUP #02-07
I IT.M. 81-A-89 ;�
SANDRA ROGERS March 29, 2007
KEITH Page 2
9 ZONED: RA I I BLDCs ` z Q
IN TR:040013213 1920 SF. I
US RES/GAR II I Q TH 0
(� I I x If you have any questions regarding this action, please feel free to call this office.
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\ Sincerely,
.\ I20' -"CYCLE II L" p
8R� I s EA
MARK D. SMITH
I � %' KevinT. Henry "d Na 022837 �
O oHp OHO J X Planning Technician
\ L•IMITS OF^; �O� W
CLEARING d GRAD'ING GATE I KTH/bad
ZONAL
5Tt7RA� E ARE I cc: Bill M. Ewing, Board of Supervisors, Opequon District
IRoger Thomas and Rick Ours, Opequon District Planning Commissioners
\ \ ! Jane Anderson, Real Estate
`S Sl o SEE DETAIL I Commissioner of Revenue
APPROXIMATE m,3
LOCATION ��
EX. DRAIN FIELD 40/
PIN" 21-A-12
SADIE M. BENTON
ZONED: CH 4 AOC
USE: AGRICULTURAL
CLARK COUNTY
VIEW WITH FREDERICK COUNTY 5' TOPO
SCALE: 1 "=30'
1"X4"X4'-8" SLATS, 2-FINISH NAIL AT
TOP AND BOTTOM
2"X4"X4' BEAMS, TOE NAIL TO POST
4"X4"X8' POSTS
125" /L
NOTES:
I. PRESERVATIVE STAIN ON ALL WOOD.
COLOR TO MATCH THAT OF BLDG.
2. FINISHED SIDE OF FENCE SHALL FACE I 71
ADJOINING PROPERTY, IF APPLICABLE.IRE
COMPACTED GRAVEL —
__1I=1I1=
WOOD FENCE DET,A(L
SCIREEN STOIRAC3E AfREA ONL,I'
NOT TO SCALE
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DATE: June 20, 2007
SCALE: AS SHOWN
DESIGNED BY: JNT
FILE NO. 4952
SHEET 2 OF 2
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GENERAL NOTES
VDOT GENERAL NOTES
LECEND
VICINITY MAP
1. Methods and materials used in the construction of the improvements herein shall conform to the current
County construction standards and specifications and/or current VDOT standards and specifications.
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during
construction, must be provided prior to issuance of the site development permit. The approval of these plans in
no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
Control Handbook.
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
(VDOT) and Frederick County prior to construction in existing State right-of-way.
4. Approval of this plan does not guarantee issuance off an entrance permit by VDOT when such permit is
required under State law.
„
5. The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a
representative of the developer must be available at all times.
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
Control Devices (MUTCD).
8. All unsuitable material shall be removed from the construction limits of the roadway before placing
embankment.
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
on the plans and as required at the field inspection.
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The
pp p�p pipe shall
be minimum 6" diameter and conform to VDOT standard SB-l.
Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia
Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and
Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a
discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall
govern.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health
Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations.
V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in
accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control
flaggers must be certified in accordance with Section 104.04(c) off the VDOT Road and Bridge Specifications.
V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic
signal poles, junction boxes, controllers, et•c., owned by VDOT or private /public utility companies. It is the
sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict
with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from,',
this responsibility.
V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject
to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision
shall be the responsibility of the developer.
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use
permits for any work within VDOT right-of-way.
V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held
by the engineer and/or developer with the attendance of the contractor, various County agencies, utility
companies and VDOT prior to initiation of work.
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any
undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required
or requested inspection.
V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent
public roadway via a construction entrance that is constructed and maintained in accordance with Section
3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected
by this project shall be maintained through construction. The Developer shall have, within the limits of the
EXISTING INTERMEDIATE CONTOUR- W--�_330 _..-
EXISTING INDEX CONTOUR """""�'"' -- -, �� �� 330
PROPOSED CONTOUR 400
EXISTING EDGE OF PAVEMENT ------.--.-- L'` r�
PROPOSED EDGE OF PAVEMENT PROP E/P
EX C&G
EXISTING CURB AND GUTTER
PROP C&G
PROPOSED CURB AND GUTTER
CG-6 � CG-6R
TRANSITION FROM CG-6 TO CG-6R
EXISTING TELEPHONE LINE -- -- ---- --
PROPOSED TELEPHONE LINE
F`k. 1.5" F1CP
EXISTING STORM SEWER „�� ,m� ��
PROP. 15" RCP
PROPOSED STORM SEWER
EXISTING SANITARY SEWER �v�®�m�
PROPOSED SANITARY SEWER
EXISTING ELECTRIC SERVICE
PROPOSED ELECTRIC SERVICE
EXISTING GAS LINE ---- - ----_ - --- -- ---
PROPOSED GAS LINE
PROPERTY LINE
FLOW LINE - -� - y-"'-
FENCELINE �___ -._ __ __._____ __� ___
SCALE: 1 " = 2000 '
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1. COVER SHEET
2. CONDITIONAL USE PERMIT CONFORMANCE PLAN
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
one litter receptacle shall be provided at the construction site.
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
condition at all times.
14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets,
and connections to existing lines.
project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion
and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous
basis for proper installation and operation.. Deficiencies shall be promptly rectified.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end
of construction.
Vll. 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.
EXISTING POWER POLE 4-D-
EXISTING TELEPHONE PEDESTAL
EXISTING WATERLINE W/ TEE
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PROPOSED WATERLINE W/ TEE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
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15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
standards and specifications of the Frederick County Sanitation Authority.
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
utility verification and the proposed construction.
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a
result of his construction project within or contiguous to the existing right-of-way.
18. When grading is proposed within easements of utilities, letters of permission from all involved companies
must be provided to Frederick County Public Works Department prior to issuance of grading and/or site
development permits.
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
project. The relocation should be done prior to construction.
20. These plans identify the location of all known ;gravesites. Gravesites shown on this plan will be protected
in accordance with state law. In the event gravesites are discovered during construction, the owner and
engineer must be notified immediately.
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified b a registered
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professional engineer and results submitted to Frederick County prior to pavement construction. If a
eotechnical report has been prepared, it should supersede the requirements in this note.
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23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of
excavation or demolition. Names and telephone numbers of the and operators underground utility lines in
Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
24. All utilities to be located underground.
V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered
during the course of construction shall be immediately brought to the attention of the engineer and VDOT.
Work shall cease in that vicinity until an .adequate design can be determined by the engineer and approved
by VDOT.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be
present to insure the sample obtained is representative of the location. When soil samples are submitted to
private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project
to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards
and procedures.
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted
in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within
plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the
direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT
Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless'
specified otherwise.
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as
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specified by VDOT.
V16. The installation of an entrances and mailboxes within an dedicated street right-of-way shall meet
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VDOT minimum design standards and is the responsibility of the developer.
V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be
installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the
Manual On Uniform Traffic Control Devices.
V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the
start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way
must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices
may be obscured.
V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader.
Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road
and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified
PROPOSED WATER METER 00
PROPOSED REDUCER
STOP SIGN
PARIQNG INDICATOR
INDICATES THE NUMBER OF TYPICAL PARIUNG SPACES Al2
HANDICAP PARIQNG
VEHICLES PER DAY COUNT 100
PROPOSED BUILDING ENTRANCE
PROPOSED STREET NAME SIGN
PROPOSED SANITARY LATERAL CLEANOUT -�
SANITARY MANHOLE IDENTIFIER 12
STORM DRAIN STRUCTURE IDENTIFIER O
EASEMENT LINE-----.----.--__._____..�_._ _.___.._.___
CENTERLINE
735.4FRONT
EXISTING SPOT ELEVATION ;yC
PROPOSED SPOT ELEVATION X 35 5
EXISTING TREE LINE •����'`�
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THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION
H OF
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MARK D. SMITH
b N0, 022837
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PROJECT INFORMA )ION
PARCEL IDENTIFICATION N0. 87-A-89 = 1.0552 AC ALL SIGNS SHALL CONFORM
STREET ADDRESS: 2204 FAIRFAX PIKE TO THE CONDITIONAL USE
PROJECT SITE AREA: 1.0552 AC
PERMIT 02-07
DISTURBED AREA: LESS THAN 10,000S.F. #Z��
CURRENT ZONING: RA
CURRENT USE: RESIDENTIAL LOT ALL BUILDING HEIGHTS SHALL
PROPOSED USE: CUP 02-07
# CONFORM TO SECTION 165-83
SETBACKS: REQUIRED PROVIDED OF THE FREDERICK COUNTY
PRIMARY 60' 60' SUBDIVISION AND ZONING
REAR 50' 50' ORDINANCES
SIDE 50' S0'
MAXIMUM HEIGHT: 30' 50' OR LESS THAN
ACCESSARY USE SETBACKS: SETION 165.55.D. OF THE FREDERICK COUNTY 'ZONING ORDIANCE
SURVEY AN TOPOCRAP IC INFORMATION
FRONT PRIMARY 60' 60'
REAR 15' 15'
25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways.
Note: An lace within these plans stating Greenway Engineering,shall re resent Greenway Engineering, Inc.
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copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking
stone depths, a VDOT representative shall be notified and given the opportunity to be present during the
construction and testing of the density control strip.
V20. Asphalt concrete pavements shall be laced in accordance with Section 315 of the VDOT Road and Bride
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Specifications. Density shall be determined using the density control strip as specified in Section 315 and
VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be
submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the
opportunity to be present during the construction and testing of the control strip.
V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger
shall be explored below the bottom of the excavation to determine the type and condition of the foundation.
The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to
placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding,
or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation
stabilization shall be determined by the engineer and approved by VDOT.
V22. Approval of these plans shall expire three 3 ears from the date of the approval letter.
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V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified
by VDOT.
V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in
accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after
grading is mostly complete.
SIDE 15' 15'
CONSTRUCTION NOTES:
OWNER TO VERFIY EXISITNG DRAINFIELD LOCATION PRIOR TO LAND DISTURBANCE.
OWNER TO VERIFY EXISITNG HORZIONTAL AND VERTICAL LOCATION OF UTILITIES PRIOR TO LAND
DISTURBANCE.
FREDERICK COUNTY INSPECTION DEPARTMENT NOTES:
BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTIONS 311,
S STORAGE OF THE INTERNATIONAL BUILDING CODE 2003 AND SPECIAL USE SECTION 406.6. OTHER
(STORAGE) �
CODE THAT APPLIES IS CABO A117.1-3 ACCESSIBLE AND USUABLE BUILDINGS AND FACILITIES.
PROPOSED 1920 sq ft REPAIR WITH ADJOINING 490 sq ft OFFICE, OFFICE SHALL COMPLY WITH ANSI
HANDICAP A117.1-3-03. ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE. HANDICAP
PARKING SHALL BE PROVIDED. SQIGNAGE SHALL COMPLY WITH USBC 1106.8.
POOL BARRIER SHALL BE MAINTAINED AS REQUIREDBY THE INTERNATIONAL BUILDING CODE.'
ANY FLOOR DRAINS SHALL HAVE GREASE/OIL SEPARATOR PER THE INTERNATIONAL BUILDING CODE.
SPECIAL INSPECTIONS REQUIREMENTS OF CHAPTER 17 ON THE IBC SHALL APPLY TO THE TYPE OF
STRUCTUR, (SOILS CONCRETE, STEEL ETC.)
PERMIT REQUIRED FOR FENCE THAT EXCEEDS 6' ABOVE FINISHED GRADE.
FREDERICK COUNTY HEALTH DEPARTMENT NOTES:
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1. Boundary survey was performed by:
MARSH & LEGGE LAND SURVEYORS P.L.0 Dated: 06-14-04
2. Aerial, horizontal and vertical control surveys were
performed by: 20XX
(Year)
3. Aerial topographic mapping performed by:
- Dated: XX/XX/XX
TT�r
A C®NSI A 1. TI®N N®TES
1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com
2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval.
3. The contractor shall adhere to the standards and specifications in effect at the time of construction.
4. The contractor shall coordinate with, and arrange for inspection by, the Authority.
5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole.
6. When an existing water main is tapped for the installation of a new line:
a) The Authority shall furnish all labor and material.
b) The contractor must:
1. make application and pay deposit
2. mark the tap location.
3. coordinate installation with the engineering -assistant.
7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector.
8. The Authority's maintenance department shall furnish and install all water meters through 2" in size.
It is the contractor's responsibility to have the meter box assembly installed correctly.
Before a permanent meter is installed:
a) The meter box, with its frame and cover, must be properly aligned with the coppersetter.`'
b) The frame and cover shall be set to final grade.
c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches.
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The foregoing Site Plan of the land of
Keith Rogers
is with the free consent and in accordance with the desires
of the undersigned owners, properties and trustees if any.
01
- 6® 2
-DAT90
APPROVAL
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FIRE �YIARSIIALL NOTE
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FRED� COUNTY ZONING ADMINISTRATOR DATE
Fire lane markings and signage:
Any "No Parking" signs and yellow painted curb locations will be installed
d) All components of the meter box assembly shall be in proper working order.
by field inspection at the direction of the Fire Marshall's Office.
*APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5)
ALL RESTROOMS ARE FOR RESIDENT USE ONLY
9. For water and sewer services that connect to existing lines:
a) The location of the service lateral is to be coordinated with the Authority's engineering assistant.
b) An Application for Service must be made and fees paid before work will begin.
c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services.
d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the
property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the
YEARS FROM THE DATE OF PLANNING APPROVAL
TRIP IP CENERA TION DATA
Project Name:
0 GE
GA �� GE
Project Number:
4952
CLASS
USE
DWELLING UNITS
* TRIP RATE
TRIP RATE USE
VPD
Magisterial District:
Date of Plan: (Month, Day, Year)
meter.
e) The Authority will install all sewer laterals.
OPEQUON MAGISTERIAL DISTRICT
June 20, 2007
10. Any water service line must have a backflow prevention assembly (double check valve or RPZ,
as required). The assembly must meet ASSE standard No. 1015 or 1013.
* TA
EN FROM ITE TRIP GENERATION,
7TH EDITION
DATE: June 20, 2007
Owner:
Address, Including Zip Code & Telephone No.
2204 FAIRFAX PIKE
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U TILITY CONTACrpr
SCALE: NA
11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required).
The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a
fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read
remotes are required.
12. FCSA to review the mechanical plans) for design and material approval of: 1) the domestic water meter and
its backflow prevention device, and/or 2) the fire service line's backflow prevention device.
KEITH E' . ROGERS
WHITE POST, VA 22663
540-664-7290
Water/ Frederick County Sanitation Authority Phone: Verizon
Sewer: P.O. Box 1877 P.O. Box 17398
Winchester, VA. 22604 Baltimore, MD 21297
(540) 868-1061 (301) 954-6282
Power: Allegheny Power Gas: Shenandoah Gas Co.
Developer:
SAME AS ABOVE
Address, Including Zip Code & Telephone No.
SAME AS ABOVE
DESIGNED BY: JNT
FILE NO. 4952
Engineer Certifying Plan:
GREENWAY ENGINEERING
Address, Including Zip Code & Telephone No.
151 WINDY HILL LANE
WINCHESTER, VA 22602
P.O. Box 1458 P.O. Box 2400
Hagerstown, MD 21741 Winchester, VA 22604
1-800-654-3317 (540) 869-1111
HANDICAPPED .1 f2 NC NOTE
SHEET 1 OF 2
Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
Virginia Utility Protection Service 1-800-552-7001
(540) 662-4185
07-55
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T.M. S1-A-90
GARY W. 4 SHARON R. MCDONALD
INSTR:0026041 EX.
S 50' ( APPROXIMAT
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ZONED: RA E E RES S WELL e
USE: FARM MARKET EASEMENT I LOCATION
. IN5TOO40013391 I �.
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REDERICK COUNTY ORHTOGRAPHIC PHOTO
SCALE: 1 "= 30'
Erosion & Sediment Control Narrative
PROJECT DESCRIPTION
ROGERS GARAGE IS LOCATED ON OFF ROUTE 277 FAIRFAX PIKE. THE LAND DISTURBANCE
PROPOSED WITHIN THIS PLAN IS STRICTLY FOR DISTRUBANCE OF THE CONSTRUCTION OF AN
ACCESSORY USE GARAGE TO INCLUDE THE GRAVEL STRAGE AND PAVED DRIVE AREA.
EXISTING SITE CONDITIONS
RESIDENTIAL LOT
ADJACENT PROPERTY
THE ADJACENT PROPERTIES ARE AGRICULTURAL AND RESIDENTIAL USE.
EROSION AND SEDIMENT CONTROL MEASURES
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED
AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND
SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.
STRUCTURAL MEASURES
INSTALL SILT FENCE ALONG PERIMERITER DISTURBED AREA AS SHOWN
BASE MAPPING SOURCE
EXISITNG DATA/INFORMATION WAS PROVIDED BY FREDERICK COUNTY GIS DEPARTMENT
BOUNDARY INFORMATION WAS TAKEN FROM AVAILABLE COUNTY RECORDS. THE BOUNDARY
SHOWN DOES NOT CONSTITUTE A BOUNDRY SURVEY BY GREENWAY.
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
6'MAX.
FLOW]
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
4
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
FLOW
i
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
SOURCE: Adapted from Installation of Stray and Fabric t5ller Barriers for Sediment Control,VA. DSIC PLATE. 3.05-2
Sherwood and Byant
0 _..�. .
( APPROXIMATE
APPROXIMATE
APPROXIMATE LOCATION 1463. 9p
LOCATION BUSINESS SIGN
OF EX, PP EX. ENTRANCE TO
BE REMOVED PER CUP
O "02-01 CONDITION 4
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LIMITS OF
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SADIE M. BEN ON `
ZONED: CH 4 AOC
USE: AGRICULTURAL
CLAW COUNTY
i
VIEW WITH FREDERICK COUNTY W TOPO
SCALE: 1 "= 30'
PIN" 21-A-12A
SADIE M. BENTON
ZONED: RA
USE: AGRICULTURAL
Department of Planning and Development
540/665-5651
FAX: 540/ 665-6395
March 29, 2007
Keith and Sandra Rogers
2204 Fairfax Pike
White Post, VA 22663
RE: CUP #02-07 for Keith and Sandra Rogers
Property Identification Number 77-A-13
Dear Mr. and Mrs. Rogers:
This letter is to confirm action taken by the Frederick County Board of Supervisors at their meeting on
March 28, 2007. Conditional Use Permit 402-07 was approved enabling a public garage without body
work. Further conditions associated with the approval of the Conditional Use Permit include the
following:
1. All review agency comments and requirements shall be complied with at all times.
2. The property shall have no more than one (1) non -illuminated business sign, no larger than 25
square feet in area, and no taller than 10 feet.
3. The existing commercial entrance on the parcel to the west, known as Tax Map Identification 87-
A-90, will provide the driveway for ingress/egress onto the applicant's property, Tax Map
Identification 87-A-89.
4. The existing residential driveway accessing from Fairfax Pike will be removed prior to business
activities.
5. An engineered site plan and implementation of identified improvements is required prior to any
business activities taking place on the site.
6. The applicant will be limited to repairing only five (5) vehicles at a time, including storage.
7. Vehicles for repair use shall be stored behind a board -on -board six foot tall fence, to shield from
adjoining properties. Any inoperable vehicles on the property shall adhere to Section 165-47 of
the Frederick County Zoning Ordinance.
8. The auto repair business is permitted a maximum of four (4) employees.
9. All repair activities shall occur entirely within an enclosed structure which shall not exceed 2,700
square feet.
10. Hours of operation shall be from 7:00 A.M. to 7:00 P.M.
11. Any business uses outside the repair realm of the conditional use permit, is not permitted.
12. Any expansion or change of use shalt require a new Conditional Use Permit.
107 North Kent Street, Suite 202 - Winchester, Virginia 22601-5000
Keith & Sandra Rogers - CUP #02-07
March 29, 2007
Page 2
If you have any questions regarding this action, please feel free to call this office.
Sincerely,
Kevin T. Henry
Planning Technician
KTH/bad
cc: Bill M. Ewing, Board of Supervisors, Opequon District
Roger Thomas and Rick Ours, Opequon District Planning Commissioners
Jane Anderson, Real Estate
Commissioner of Revenue
PX4"X4'-&" SLATS, 2-FINI5H NAIL AT
TOP AND BOTTOM
2"X4"X4' BEAMS, TOE NAIL TO POST
4"X4"X8' POSTS
125" 11 4'-0" I
NOTES:
I. PRESERVATIVE STAIN ON ALL WOOD. '
COLOR TO MATCH THAT OF BLDG. IIII _ 0
2. FINISHED SIDE OF FENCE SHALL FACE I o,
ADJOINING PROPERTY, IF APPLICABLE.
COMPACTED CsRAVEL
UJOOD FENCE DETAIL
SCREEN 5TORAGE ,4RE,4 ONLY
NOT TO SCALE
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DATE: June 20, 2007
SCALE: AS SHOWN
DESIGNED BY: JNT
FILE NO. 4952
SHEET 2 OF 2
07-55