HomeMy WebLinkAbout30-10 Tahoe LLC - Lighting Sales & Whse - Stonewall - Backfile (2)21
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GENERAL NOTES
VICINITY MAP
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1. Methods and materials used in the construction of the improvements herein shall conform to the current
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County construction standards and specifications and/or current VDOT standards and specifications.
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2. Measures to control erosion and siltation, including detention ponds serving as silt basins during
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construction, must be provided prior to issuance of the site development permit. The approval of these plans in
the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
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3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
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(VDOT) and Frederick County prior to construction in existing State right-of-way.
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4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
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required under State law.
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5. The exact location of all rails will be determined by VDOT personnel. "A joint inspection will be held
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with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
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(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
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responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to
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Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
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must be available at the construction site. Also, a
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6. An approved set of plans and all applicable permits
the developer be available at all times.
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STRIPED ACCESSIBLE ROUTE / EGRESS PATH
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representative of must
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7. Warningsigns, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
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PROJECT INFORMATION
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8. All unsuitable material shall be removed from the construction limits of the roadway before placing
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EXISTING FIRE HYDRANT
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PARCEL IDENTIFICATION NO. 54-A-81A
embankment.
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STREET ADDRESS: 323 BROOKS ROAD
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
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PROJECT SITE AREA: 5.0 ACRES
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than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
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DISTURBED AREA: 6000 SF
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10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
the as required at the field inspection.
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CURRENT ZONING: Ml
CURRENT USE: VACANT
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on plans and
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11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
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TO BE BOARD ON BOARD o o `:: ., " • o / N
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PROPOSED USE: LIGHTING SALES AND WAREHOUSE
SETBACKS: REQUIRED PROVIDED
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be minimum 6" diameter an d conform to VDOT standard SB-1.
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FRONT 75' 25'+
25' 25'+
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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. g
(DESIGN BY OTHERS) /
RKING STALLS TO BE REarRiPED
EXISITNG WOODED AREA SHouil `q 'n
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CALIPER 13/e, RED MAPL
SIDE 25' 240'+
MAXIMUM HEIGHT: 60'
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
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ENCLOUSER TO BE REPAI ^ X r\ `
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SIGNS: NONE PROPOSED WITH THIS PLAN
SITE LIGHTING: NONE PROPOSED WITH THIS PLAN
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
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BLDG. MOUNTED LIGHTING: NONE PROPOSED WITH THIS PLAN
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
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PREVIOUS APPROVED PLANS: SP#26-89 & SP#53-89
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condition at all times.
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F.A.R. CALCULATIONS
14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
EX Du�srER aD
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54-A-81A = 5.0 AC = 217,800.00 S.F.
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sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets,
24" STOP
EX. BUILDING AREA = 14,989 S.F.
and connections to existing lines.
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
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TOTAL BUILDING / LOT AREA = 0.0688 < 1.0
BUILDING USE/PARKING TABULATION
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the Frederick County Sanitation Authority.
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Warehouse: 12,7206sf 1.5 PER EMPLOYEE - 3 SPACE REQ
standards and specifications of
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location in these are taken from existing records. It shall be the
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495.8sf 1 PER 250sf - 2 SPACES REQ
16. The of existingutilities shown plans
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contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
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Showroom: 1293.7sf 1 PER 250sf - 5 REQUIRED
TOTAL REQUIRED 10 SPACES
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prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
utility verification and the proposed construction.
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TOTAL PARKING PROVIDED- 10 SPACES INCLUDING 1 HC
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17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a
to the right-of-way.
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SURVEY AND TOPOGRAPHIC INFORMATION
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result of his construction project within or contiguous existing
18. When grading is proposed within easements of utilities, letters of permission from all involved companies
Works Department to issuance
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I. Boundary survey was performed by:
must be provided to Frederick County Public prior of grading and/or site
T.1"1. Sri- 1 _
T.M. 54 - 1- 5
GREENWAY ENGINEERING Dated: AUGUST 2010
development permits.
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5NOCKEY FEALTY COf PF ANY MILENNIUM III LLC - - -- --
Dated:
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
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2. Aerial, horizontal and vertical control surveys were
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project. The relocation should be done prior to construction.
ZONE: M1 USE: INDUSTRI,4L ZONE: M1 USE: INDUSTRIId,L
performed b: GREENWAY ENGINEERING 2010
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(Year)
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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
3. Aerial topographic mapping performed by:
U MARK D,
MITH �
engineer must be notified immediately.
25
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N/A Dated:
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Lic. No. 22
37
_N/A
OVERALL SITE LOCATION MAP
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
the
SCALE: 1" - 25'
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at (540) 662-4185 immediately of any discrepancies between actual field conditions and approved plan.
-
SIGNAL
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
LANDSCAPE NOTES
NO ADDITONAL IMPERIVOUS AREA
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
PROVIDED WITH THIS PLAN
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professional engineer and results submitted to Frederick County prior to pavement construction. If a
LANDSCAPE SCREENING LEGEN
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geotechnical report has been prepared, it should supersede the requirements in this note.
5-NEW SPACES
VCCAW MRS MOItC TF%KX ►I MACK
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
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BOTANIC NAME
COMMON NAME
QUANTITY
DIM
1-INTERIOR TREE REQUIRED
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Juniperus Virginian
Eastern Red Cedar
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&' WEIGHT
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
SCREENING NOTE:
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Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
ALL PLANTS SHALL CONFORM WITH 165-203.01E OF THE
2•Dam" s,risocaDllammom
SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT
BE
Y
OBSCURED BY VEHICLE PARKED IN SPACE.
LIGHT COLORED REFLECTIVE
12"
FREDERICK COUNTY ZONING ORDINANCE AND ALL PLANT
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T.M.54-A-84ti
NORTHWEBTERN
24. All utilities to be located underground.
SIGN (SEE DETAIL) BACKGROUND MAT'L. i
SUBSTITUTIONS MUST BE APPROVED IN WRITING BY
FREDERICK COUNTY PLANNING DEPARTMENT.
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REGIONAL JAIL AUTHORITY
, \ iONEr MI INST•USE, nioio/NAui
from
DARK COLORED 2" LETTERS
`/ JAIL
LOT 23-B
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25. All outdoor lighting must be shielded adjoining properties and road right-of-ways.
OR
PIP
do 3/8" BORDER RESERVED
1OWLY OPMPAAGTED 91IMM6 rw"o
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CONTRACTOR TO GET APPROVAL FROM OWNER AND
«1p0R�DC
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Note: An lace within these plans statingGreenwayEngineering, shall represent GreenwayEngineering, Inc.
WITN STOP 2' INTERNATIONAL SYMBOL PARKING
0 -T- OF ACCESSIBILITY 6� 24^
COUNTY IF ANY SUBSTITUTIONS ARE MADE.
TYPICAL PIANTMG DETAIL-- EVEF�aREEN TREES
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FORT COLLERGROUP, L.c.
INXT. N - 06000.3173
BEE PLAT D8 7" PO 19M `�
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TAHOE, L.L.C.
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FCSA CONSTRUCTION NOTES
1. The Authority's Water and Sewer Standards and Specifications are available at
VAN
STRIPED AREA ACCESSIBLE
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EROSION & SEDIMENT CONTROL NOTES
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DE 8Q0 PO 1338
:oNE,M1 UBE,INDUBTRu1L p�
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www fcsa-water.com <http://www.fcsa-water.com>.
2. The water and sanitarysewer portion of the plans are valid for three ears from date of FCSA
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UNLESS OTHERWISE INDICATED, ALL VEGETATIVE
AND STRUCTURAL EROSION AND SEDIMENT CONTROL
MEASURES SHALL BE CONSTRUCTED AND MAINTAINED
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wHITMIRE ENTERPRISES LLc
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approval.
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ACCORDING TO THE MINIMUM STANDARDS AND
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3. The contractor shall adhere to the Authority's standards and specifications in effect at the time
of construction.
4. The with and arrange for inspection by the Authority.
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SPECIFICATIONS OF THE BOOK.VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK.
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contractor shall coordinate
5. The shall connect a new sewer line to an existing manhole by core drilling the
4.0' MIN.
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contractor
manhole.
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CONTRACTOR AND INSPECTOR NOTES:
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6. Anew water or forced sewer main shall be connected to an existingmain b a Wet to
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HANDICAPPE
DISPLAY CONDITIONS
BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, SECTIONS 309 USE
GROUP (M) MERCANTILE AND SECTION 311 (S) STORAGE OF THE INTERNATIONAL BUILDING CODE/2006.
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The Authority shall furnish all needed material and make the tap.
SYMBOLS
a, MIN.
OTHER CODE THAT APPLIES IS ICC ANSI A117.1-3-03 ACCESSIBLE AND USABLE BUILDINGS AND
� .'l::• FOR WHEEL STOP
N 03.00'40- E
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The contractor shall submit an Application for Wet Tap and pay the required fees.
UNLAWFUL a" STEEL PIPE FILLED WITH CONCRETE
PARKING IN THIS
FACILITIES.
T.M. 54-1.0 \
SHOCKEYREALTYCOMPANY T.M.841-s
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7. Exact locations of water and sewer services on new lines to be coordinated with the Authority's
SPACE IS SUBJECT
TO A FINE} OF DARK COLORED REFLECTIVE
ENTRANCE AND EXIT DOORS ARE REQUIRED TO MEET ANSI ACCESSIBILITY. MAX 1:12 SLOPE FOR RAMPS,
MAX 1:20 FOR 11ALIQNG SERVICE, AND MAX 1:48 FOR LANDINGS AND ACCESS AISLE IN PARING AREA.
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MILENNIUM III LLO
DBr608, POnBa DE 078 PO 14as
ZONES M1 UBEt INDUSTRIAL ZONE, All USE, INDUSTRIAL
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inspector.
8' VAN
ACCESSIBLE SPACE 100.00 TO 500.00
SECTION A -A
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8. The Authority's maintenance division shall furnish and install all water meters through 2 inch
5' FOR
BACKGROUND MATERIAL
REGULAR SPACE
TR
SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF IBC SHALL APPLY TO THIS TYPE OF SUCTURE
(SOILS, CONCRETE, STEEL, ETC.).
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in size. It is the contractor's responsibility to have the meter box assembly installed correctly.
HANDICAPPED PARKING
NOTE:
DETAIL
ASBESTOS INSPECTION REQUIRED FOR REMODELING OF ALL STRUCTURES BUILT PRIOR TO 1985
WHEEL STOP DETAIL
SCALE
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Before a permanent meter is installed:
LIGHT COLORED 1" LETTERS RAMP FOR HANDICAPPED MUST BE LOCATED
POINT TO THE
NOT TO SCALE
11I=200'
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a. The meter box, with its frame and cover, must be properly aligned with the
tLT.B.
AT SAME ADJACENT 8' AISLE.
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coppersetter.
FIRE MARSHAL'S NOTE
APPR0 V, L
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b. The frame and cover shall be set to final grade.
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C. The distance between the top of the cover and the coppersetter shall be between
SITE PLAN APF'i OVAL
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18 and 21 inches.
d. All components of the meter box assembly shall be in proper working order.
Fire lane markings and signage:
"No
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9. For services that connect to existing lines:
Any Parking" signs and yellow painted curb locations will be installed
F E ICK OUNTY ZONING ADMINISTRATOR
DATE '�'�'-�-�
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a. The Authority shall furnish and install:
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by P field inspection at the direction of the Fire Marshal's Office.
* APPROVAL
OF THESE PLANS SHALL EXPIRE
FIVE (5) �� - � U
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1. all 5/8"x3/4", 1", 1 and 2" water services
YEARS
FROM THE DATE OF PLANNING APPROVAL
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2. all sewer services.
TRIP GENERATION DATA
Project Name:
b. The contractor Shall:
Project Number:
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1. coordinate the location of the service lateral with the Authority's engineering
assistant
TAHOE, LL C
3 793T
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CLASS
USE
DWELLING UNITS
* TRIP RATE
TRIP RATE
USE
VPD
2. submit an Application for Service and pay the required fees.
10. All water lines must have a backflow prevention assembly (double check valve or RPZ, as
Magisterial District:
Date of Plan: (Month, Day, Year)
required). The assembly must meet ASSE standard number 1015 or 1013.
11. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ,
NO ADDITIONAL TRAFFIC
GENERATED WITH
THIS SITE ILAN
STONEWALL MAGISTERIAL DISTRICT
JAN. 61 20
as required). The assembly shall meet ASSE standard number 1048 or 1047. Any exterior,
Owner:
Address, Including Zip Code & Telephone No.
DATE:
JAN. 6,
2011
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.
101 MARIETTA STREET, SUITE 3175
UTILITY CONTACTS
12. The Authority shall review the mechanical plan(s) for design and material approval of a building's:
TAHOE LL C
ALANTA, GA 30303
a. Domestic water meter and its backflow prevention device, and/or its
404-751-3221
SCALE:
AS SHOWN
Water/ Frederick County Sanitation Authority Phone: Verizon
Developer:
Address, Including Zip Code &Telephone No.
b. Fire service line's backflow prevention device.
Sewer:P.O. Box 1877 P.O. Box 17398
13. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certification to
Winchester, VA. 22604 Baltimore, MD 21297
(301) 954-6282
SAME AS ABOVE
SAME AS ABOVE
DESIGNED BY:
JNT
Operate and a copy of the stations DEQ approved 0&M manual. These documents must be
(540) 868-1061
received before substantial completion is issued and water meters released.
Power: Shenandoah Valley Electric Cooperative Inc. Gas: Shenandoah Gas
P.O.Box 236 P.O. Box 2400
Co.
FILE
NO. 3793T
Engineer Certifying Plan:
Address, Including Zip Code & Telephone No.
HANDICAPPED PARKING NOTE
Mt, Crawfoed VA 22841 Winchester, VA
(540) 434-2200 (540) 869-1111
22604
GREENT'A Y ENGINEERING
151 WINDY HILL LANE
WINCHESTER, VA 22602
SHEET
1
OF 1
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
10-44
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
VICINITY MAP
SCALE: 1" = 2000'
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GENERAL NOTES -6
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INTERNATIONAL BUILDING
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1. Methods and materials used in the construction of the improvements herein shall conform to the current
County constructi
on standards and speci
fications and/or current
nt VDOT standards and specifications.
ations.
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 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 pipe shall
be minimum 6" diameter and conform to VDOT standard SB-1.
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.
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
standards and specifications of Frederick County and/or 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
right-of-way.
result of his construction project within or contiguous to the existing
18. When grading is proposed within easements of utilities, letters of permission from all involved companies
must be provided to Frederick County Sanitation Authority 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 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.
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 radi 5' unless otherwise noted.
UTILITY CONTACTS
Water/Sewer:
Frederick County Sanitation Authority Gas:
Shenandoah Gas Co.
P.O. Box 1877
P.O. Box 2400
Winchester, VA. 22604
Winchester, VA 22604
(540) 868-1061
(540) 869-1 1 1 1
Power:
Allegheny Power Phone:
Bell -Atlantic
P.O. Box 1458
P.O. Box 17398
Hagerstown, MD 21741
Baltimore, MD 21297
1-800-654-3317
(301) 954-6282
MISS UTILITY 1-800-257-7777
PROPOSED TRIP GENERATION DATA
CLASS
USE
TRIP RATE USE
VPD
710
OFFICE
1,000 SF.
1,200 SF.
1 1.01
13.21
150
WAREHOUSE
1,000 SF.
13,791 SF.
4.96
68.40
TOTAL
81.61
W All
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.
FIRE FLOW DATA: HYD#
STATIC PRESSURE _
RESIDUAL PRESSURE _
AVAILABLE FLOW =
SOURCE:
DATE:
FIRE FLOW DATA: HYD#
STATIC PRESSURE _
RESIDUAL PRESSURE _
AVAILABLE FLOW =
SOURCE:
DATE:
HANDICAPPED PARKINC NOTE
Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
011,11',
V1. All work on this project shall conform to the latest editions of the Virginia Department of
Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and
Sediment Control Regulations and any other state, federal or local regulations applicable. In
the e,/ent of conflict between any of these standards, specifications or plans, the most
stringent shall be govern.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety
and Ill Administration and VOSH Rules and Regulations.
V3. When working on 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 the latest edition
of the VDOT Road and Bridge Specifications, Section 104.04-C.
V4. Tie 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 utility
comp ny. It is the sole responsibility of the developer to locate and identify utility facilities
or items, which may be in conflict with the proposed construction activity. VDOT approval of
these plans does not relieve the developer of 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 res It of any field revision will 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 on VDOT right-of-way.
V7. I required by the local VDOT Residency Office, a pre -construction conference must be
arran ed 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. Tie contractor shall notify the local VDOT Residency Office when work is to begin or
cease for any undetermined length of time. VDOT will also require 48 hours notice for any
inspection.
V9. The contractor will be responsible for maintaining adequate access to the project from the
adjacent public roadway through construction and maintenance of a construction entrance in
accor�fonce with the Virginia Erosion and Sediment Control Handbook, Section 3.02.
Furth rmore, access to other properties affected by this project shall be maintained through
construction. The Developer shall have, within the limits of the project, an employee certified
by th Department of Conservation and Recreation in Erosion and Sediment Control who shall
inspe t erosion and siltation control devices and measures for proper installation and
deficiencies immediately after each rainfall, at lest daily during prolonged rainfall, and weekly
when no rainfall event occurs.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during
and t the end of construction.
V11. All water and sewer lines within existing or proposed VDOT right-of-way are to have
minimum 36" cover and, when possible, to be installed under roadway drainage facilities.
V12. Any unusual subsurface conditions encountered during the course of construction shall be
imme iately 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. Ij II 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
clearIv identified and labeled as belonging to a project which will be accepted by VDOT and
that lesting shall be conducted according to all applicable VDOT standards.
V14. II roadway fill, base, subsurface material and backfill of utility/storm sewer trenches
shall lbe compacted in 6" lifts to 95% of theoretical maximum density as determined by
AASH O T-99 Method A, within plus or minus 2% of optimum moisture for the full width of
any ledicated street right-of-way. At the direction of VDOT Inspector, density tests
perfogmed by a qualified independent agency shall be conducted as required in the VDOT Road
and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT
appro ial.
V15. VDOT Standard CD and LID under -drains shall be installed where indicated on these plans
and f rther where determined necessary by VDOT Inspector.
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 acceptance by VDOT of any streets, any required street signage and/or
pavement markings must be installed by the developer or at VDOT's discretion, by VDOT on on
account receivable basis. Stop signs shall be thirty (30) inches tall with high intensity
sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and the
post hall be installed a minimum of four (4) feet from the edge of pavement. Sign posts
shall be of a type found on VDOT's approved list. A copy of this list may be obtained from
the District Material Section. Contact the local VDOT Residency Office with any questions
regardingd sign material and placement.
V18. The developer must provide to the local VDOT office a list of all material sources prior
to construction. Copies of all invoices for materials 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 bases and sub -bases shall be placed on the sub -grade by means of a
mechanical spreader. Density will be determined using the density control strip as specified in
VDOT's Road and Bridge Specifications -Section 304 and VTM-10. A certified compaction
techn cian shall perform these tests. A certified copy of the test results shall be provided to
the Residency Office. In additions to checking stone depths, a VDOT representative shall be
notifi4Ed and given the opportunity to be present during the construction and testing of the
densilly control strip.
V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of
VDOT's Road and Bridge Specifications -Section 315. Density will be determined using the
densi y control strip as specified in Section 315 and VTM-76. A certified compaction
techn cian shall perform these tests. A certified copy of the test results shall be provided to
the Residency Office. A VDOT representative shall be notified and given the opportunity to be
present during the construction and testing of the control strip.
V21. �pprovol of these plans shall expire three (3) years from the date of the approval letter.
FCSA CONSTRUCTION NOTES
1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES
SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.
2. THE C NTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY.
3. EXACT -OCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S
INSPECTOR
4. THE SA ITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF
WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME
AND COVE TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO
BE SET Tq THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE
BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN
PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX
ASSEMBLY INSTALLED CORRECTLY.
5. 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. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN.
B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES.
C. 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 IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY.
THE AUTHORITY WILL INSTALL THE METER.
D. THE (AUTHORITY WILL INSTALL ALL SEWER LATERALS.
6. WHEN N EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE:
A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP.
B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE
WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS
COMPLETE.
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION
ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A
REMOTE READOUT IS REQUIRED.
9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A
RPZ BACK�LOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047.
A REMOTE I READOUT IS REQUIRED.
EXISTING INTERMEDIATE CONTOUR
33
EXISTING INDEX CONTOUR
550
PROPOSED CONTOUR
40
EX E/P
EXISTING EDGE OF PAVEMENT
PROP E/P
PROPOSED EDGE OF PAVEMENT
EX G+fG
EXISTING CURB AND GUTTER
PROP C&G
PROPOSED CURB AND GUTTER
G6-6 � GG-bR
TRANSITION FROM CG-6 TO CG-6R
EXISTING TELEPHONE UNE
T
PROPOSED TELEPHONE LINE
T T
EXISTING STORM SEWER
EX. 15" RGP
PROP. 15" RGP
PROPOSED STORM SEWER
EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER
EXISTING ELECTRIC SERVICE
PROPOSED ELECTRIC SERVICE
EXISTING GAS LINE
PROPOSED GAS LINE
PROPERTY LINE
FLOW LINE
...- ... -� ... - ... ... _ ...
FENCELINE
# #
EXISTING POWER POLE
EXISTING TELEPHONE POLE
EXISTING WATERLINE W/ TEE
w ' T'
PROPOSED WATERLINE W/ TEE w-
' T'
w w
EXISTING FIRE HYDRANT
Ill
EXISTING WATER VALVE
PROPOSED WATER METER
m
EXISTING REDUCER
PROPOSED REDUCER
STOP SIGN
v
HANDICAP RAMP (CG-12)
DENOTES LOCATION OF STD VDOT
CG-12 ANDJO.R JURISDICTIONAL
STANDARD P CONSTRUCTION
PARKING INDICATOR
12
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
TEST PIT LOCATION
HANDICAP PARKING
VEHICLES PER DAY COUNT
100
PROPOSED BUILDING ENTRANCE
EXISTING STREET LIGHT
PROPOSED STREET NAME SIGN
PROPOSED SANITARY LATERAL CLEANOUT
SANITARY MANHOLE IDENTIFIER
STORM DRAIN STRUCTURE IDENTIFIER
EASEMENT UNE
CENTERLINE
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
EXISTING TREE LINE
EXISTING TREE
PROPOSED TREE
12.0
1153
15" OAK
15" PINE
15" OAK
15" PINE
DATE REVISION
12/16/00 REVISIONS PER VDOT COMMENTS
1/02/01 REVISIONS PER PLANNING COMMENTS
1/08/01 REVISIONS PER FIRE MARSHALL COMMENTS
COVER SHEET
SITE PLAN
SHEET INDEX
VICINITY MAP SCALE 1 "= 1000' C'3
Z
W
� 2 `
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O N N
f 1, Jill I
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r%h.. f / % / %\\ r , lt., % 1 _ .1 ✓�iSli . '%I t �j L a0 It
In
PROJECT INFORMA TION U °' "
k
v�
w � �
PARCEL IDENTIFICATION NO. TM 54 - ((A)) - 81A >; a� o
STREET ADDRESS: 323 BROOKE ROAD c
TOTAL AREA: 4.9984 a' �
CURRENT ZONING: M-1 w V)
CURRENT USE: VACANT
PROPOSED ZONING: M-1
PROPOSED USE: DISTRIBUTION CENTER
MAXIMUM EXISTING _ PARKING CALCULATIONS
BUILDING HEIGHT: 60' 35'
PARKING REQUIRED
REQUIRED WAREHOUSE= 1/EMPLOYEE
BUILDING SETBACKS: FRONT: 75 FEET OFFICE= 1 /250 SF
SIDE: 25 FEET EX. OFFICE AREA= 1200 SF. / 250 =5 SPACES
REAR: 25 FEET WAREHOUSE= 1 EMPLOYEE =1 SPACE
TOTAL EMPLOYEES =5 EMPLOYEES
TOTAL SPACES REQUIRED =6 SPACES
PARKING SETBACKS: FRONT: 25 FEET TOTAL SPACES PROVIDED =6 SPACES
SIDE: 5 FEET
REAR: 5 FEET HANDICAP SPACES 1 /25 =1 SPACE REQ.
1 SPACE PROVIDED
LANDSCAPE TABULATIONS LOADING CALCULATIONS
REQUIRED 1 PER 40,000 SF. =1 SPACE
SITE AREA: 4.9984 AC.
IMPERVIOUS AREA: 43,374 SF SPACES PROVIDED =4 SPACES
PARKING:
PAVED/GRAVEL: 28,362 SF F.A.R. CALCULATIONS p I U)
LANDSCAPE OPEN SPACE: 173,755 SF (80.02%) MAX. ALLOWED = 1.0 Q
SITE AREA. 217,730.30 SF. E
T.F.A. = 15,634.35 SF. �
G.F.A. = 14,434.35 S.F.
15,634.35 / 217,730.30 SF. _ .07 (F.A.R.) W E-I
MA M E-{ �,7
F= IIm Z W
NOTES
1. NO PROPOSED LIGHTING W
2. NO PROPOSED SIGNS EXCEPT FOR WALL MOUNTED HANDICAP SIGN > Z
3. NO PROPOSED OUTDOOR STORAGE AREA 0 W 1
INSPECTORS NOTES L) W
1. EXISTING BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE E-I ' Q
BUILDING CODE AND SECTION 311, USE GROUP, S (STORAGE) OF THE BOCA
NATIONAL BUILDING CODE/1996. OTHER CODES THAT APPLIES IS COBA O Cam.,
Al 17.1-92 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. E-+
2. SUBMIT FLOOR PLAN OF THE BUILDING FOR PLANS REVIEW AT THE TIME OF
PERMIT APPLICATION FOR CHANGE OF USE.
3. BUILDING SHALL HAVE EITHER FIRE WALL OR FIRE SUPPRESSION SYSTEM FOR
NEW USE WHEN FIRE AREA EXCEEDS 12,00 S.F.
SEAL
MARK D. SMffi4
No.022837
SjONAL
SHEET 1 OF 2
SHEET 2 OF 2 PROFESSIONAL SEAL & SIGNATURE
THESE PLANS ARE IN CONFORMANCE WITH
COUNTY OF FREDERICK STANDARDS AND
ORDINANCES. ANY DEVIATION OR CHANGE
IN THESE PLANS SHALL BE APPROVED BY
THE ZONING ADMINISTRATOR PRIOR TO
CONSTRUCTION.
FINAL SITE PLAT\
APPROVED
DATE_/� ��._.
RECEIVED
JAN 1 0 2001
DEPT. OF PLANNING/DEVELOPMENT
COVER SHEET
Project Name B & D ENTERPRISES
Owner. Address, Including Zip Code & Telephone No.
7220 WISCONSIN AVE. SUITE 310
TAHOE, L.L.C. BETHESDA, MD 20814
301-986-9051
Developer: Address, Including Zip Code & Telephone No.
SAME AS OWNER SAME AS OWNER
Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
151 WINDY HILL LANE
GREENWAY GINEERING WINCHESTER, VA 22602
(540) 662-4185
APPROVAL
4 r r
( (40 01
ZONING ADMINISTRATOR DATE
NOTE: SITE PLAN IS VALID FIVE YEARS FROM APPROVAL DATE
DATE: NOV-2000
SCALE: N/A
DESIGNED BY:
MDS
JOB NO. 2197
SHEET 1 OF 2
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am onilid In
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ow w vecoliril
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SECTION A — A
a Barad curb ar mnebladw curb
are l,Ayr dual of b,
tM"I- eacept Ir
reptm.a.A pwpeaaa
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Guidelines for Grade Change D
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SPeCIRCA1ON
METHOD OF TREATMENT —
CONNECTION FOR STREET
INTERSECTIONS
AND COMMERCIAL
ENTRANCES 203 OB
V9004A Df W"U M OF 71VVgPOWAI'M
00-12
"W Vaa C0-12 ?' - 1ti law 06-11
tTd-aP, se. •eve
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RADIAL PLAN C mare.
Aperni.el.
r-o' , '•d prrbualaa Dart
B var. daft B
A --i TANGENT PLAN
CIJRVF DATA
CURVE
DEL TA
RADIUS
ARC
TANGENT
CHORD
C1
J12533"
1155.09,
633.55'
324.96'
S 68'25'09" W 625.64'
C2
00'0012 3"
1920. 00'
0.21 '
D.11 '
S 84'08'24 " W 0.21 '
1 T.M.54-((I))-B
PARCEL B
1 K/NGSDOWN, INCORPORATED /
ZONED: MI PROP. PAYED
TEST PIT LOCATION DB 345 PG 656 TRALIER PARKING AREA
12"X8" TAPPING '5� IN 0202g27" E - 144.57'
SLEEVE 4 VALVE \ 7 C6-12 ) N 0/ 046'DO" E - 262.62' Q
BY F.G.S.A. — _ . _—= — _._ ----
MH 51 5 5 X� 5r1 —_ --lam .� 5 _ 5 _ 5 5 5 5 5 —��
,E,)(.,E,)(.,. 5 -;- _ W 5 W / � - - - - � OP.-8" K41, W 5TUB 4 PLUG
W
25BRL
C_7 AVEL _j OVERLAY EX15T/NG GRAVELVEYVA)-'- kV PAVEMENT
-� x. C7i2Au EL � A5f'HAL , • . • :..., • � � � � � ��'s� , 5 �� �e
E
PARKIN& AND LOADING AREA - - � G� ��`
LOADING 5PAGE5 S
= r+> REGRADE AREA TO N5URE i
4 yens 119y�
POSITIVE DRA/NA6FrAWAY i PROP CONCRETE
- -114~ F FROM BUILDING I MHEFL 5TOP5
q EX. CULVERT EX. GGNG�'f7E P TY )12'
y 8 6 PROP 32 X C\
Z ; r &LEG. TRANSFO ER \ ^ r
1 \ TO REMAIN I DUMPSTER PAD PROP. LAND5CAPE 56 EE T
v O &X. CON -. W 13' x 13' FENCE 3 1 REE PER 10 LINEAR
FEET
% x 1 ` " AD I 1/3 WHITE PINE �� \\�
MAPLE TREE TYP. / ----- 5PR)CE .\ \ S
(- -] ( PROP. ASPHAL WALK I BRADFORD PEAR 1/3 RED MAPLE
i
cEa x F G f 2u8� GONG. WHEEL STOPS TYP. \`
v^ _�---�- �X: DOCK -1_ „ j NOTE: TREES TO BE MIN. 4 TALL \
AND 2 -2-1/2 GAL. AT TIME OF PLANTING
&X GONG. Lx. OFFICE/ MEZZA NL:I
Topr cub h*M love,
b 0 at thY Pohl a
Pq urw
srmaraaw t WM�IWp1a
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lave cG-,
�
1
TYPICAL ALTERNATE RADIAL PLAN
FOR USE AT APPLICABLE STREET
CONNECTIONS AND COMMERCOL
*For oommrald brew -a
QNTR�` S•
(11" Tnrk Troupe Aril ,W
em llordad OG-13 dwd 10
0 7- alwn SVd=-3 Op-7 r use.
pub rang floor to be don A-3 C—to (aYwe A-4 V pr.oaetj M ewp^r-1.1. YtYyd
Y-4- la thr ndrrbrer,n
ddadabft wanb,p surface cawrbp the edl. Wth of t1r ramp Soar (rarnp floor mq be
5Wde & Ar-
rpdr.-A I.
pro-t ar o-t h pace). 7be deWabM wwnbV shot be prorded b/ - alone aW"619
ems'
(dh w aRJ-A WA. ew)
selves r 72 : 1 obpa
m6h, Awn, duel not mowed a nsMnrrn rbye of 12 : 1.
St'd OD-2 I
Y-1'
Flared Mdw d orb rare te b pored r—Whlcasy a!h rani Row ar by urbq pw-
r
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CURB RAMP
(PERSONS WITH MOBILITY IMPAIRMENTS)
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VRGINIA DEPARTMENT OF 7RANSPORfATON
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COMBINATION 6" CURB & GUTTER
VRIANIA DEPARTMENT OF TRANSPORTATION ,as
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ROAD AND
RDCsE STANDARDS SECTION 3OL04
_der !. -r• E: -a• t: -e• �: -a• !: -e• �: -e•y- -say-•r•,
CLASS A-3 CONCRETE
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DUi" IPSTER PAD SECTION
(NOT TO SCALE)
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NOTES:
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LOT 25-B
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AARON ZUGKERMAN, ET UX
ZONED: Ml
DB 757 PG 50q
I. TRAILERS PARKED IN TRAILER PARKING
AREA ARE NOT TO BE USED FOR STORAGE,
NOR WILL THEY BE INOPERABLE.
2. BUSINESS RELATED VEHICLES WILL NOT
BE PARKED IN THE 5PAGE5 DESIGNATED ON
THE PLAN.
ONSITE TYPICAL PAVEMENT SECTION
NOT TO SCALE
OVERLAY SECTION
2 SM-2A SURFACE COURSE
8' 81.90ASE VDOT STD. GR-M
ACTED 86CGRADE
(COMPACTED TO 915% DENSITY
AT OPTIMUM MOISTURE CONTENT
VDOT VTM-I METHOD)
PAVEMENT DESIGN BASED ON A SU956RADE CBR DESIGN VALUE OF b. SOIL TEST
OF T1E SLBCAUM I'MT SUBMITTED FOR ACTUAL DETERMINATION OF REaRFIED
PAVEMENT SECTION TWICIQ•EW PRIOR TO CONSTRUCTION.
DL-ptat2
ONSITE TYPICAL PAVEMENT SECTION
NOT TO SCALE
ENTRANCE SECTION
2 SM-2A WWACE OOURSE
3' 15M-2 BASE COURSE
S' SUBBASE VDOT STD. OR-21A
ACTED SUBGRADE
(COMPACTED TO Wx DENSITY
AT OPTIMUM MOISTURE CONTENT
VDOT VTM-I METHOD)
PAVEMENT DESIGN BASED ON A SUBGRADE C 5R DESIGN VALVE OF i. SOIL TEST
OF THE WWWADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REMNIQED
PAVEMENT SECTION TWCIO'688 PRIOR TO CONSTRUCTIOK
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NOTE: PRESERVATIVE STAM ON ALL WOOD.
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DATE: 10/22/00
SCALE: 1" = 30'
DESIGNED BY: MDS
FILE NO. 2197
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CENERAL NOTES
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
Virginia Department of Transportation
n Representatives of the r i a De a t
with the Developer, County Representatives, andg p p
(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 pipe shall
be minimum 6" diameter and conform to VDOT standard SB-1.
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.
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
standards and specifications of Frederick County and/or 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 Sanitation Authority 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 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.
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 radi 5' unless otherwise noted.
UTILITY CONTA CTS
Water/Sewer:
Frederick County Sanitation Authority Gas:
Shenandoah Gas Co.
P.O. Box 1877
P.O. Box 2400
Winchester, VA. 22604
Winchester, VA 22604
(540) 868-1061
(540) 869-1 1 1 1
Power:
Allegheny Power Phone:
Bell -Atlantic
P.O. Box 1458
P.O. Box 17398
Hagerstown, MD 21741
Baltimore, MD 21297
1-800-654-3317
(301) 954-6282
MISS UTILITY 1-800-257-7777
PROPOSED TRIP CENERATION DATA
CLASS
USE
TRIP RATE USE
VPD
710
OFFICE
1,000 SF,
1,200 SF.
1 1.01
13.21
150
WAREHOUSE
1,000 SF.
13,791 SF.
4.96
68.40
TOTAL
81.61
FIRE MARSHAL'S NOTE
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.
FIRE FLOW DATA: HYD#
STATIC PRESSURE _
RESIDUAL PRESSURE _
AVAILABLE FLOW =
SOURCE:
DATE:
FIRE FLOW DATA: HYD#
STATIC PRESSURE _
RESIDUAL PRESSURE _
AVAILABLE FLOW =
SOURCE:
DATE:
HANDICAPPED PARKING NOTE
Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
V1. Al1 work on this project shall conform to the latest editions of the Virginia Department of
Translortation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and
Sediment Control Regulations and any other state, federal or local regulations applicable. In
the event of conflict between any of these standards, specifications or plans, the most
stringent shall be govern.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety
and F ealth Administration and VOSH Rules and Regulations.
V3. W en working on VDOT right-of-way, all traffic control, whether permanent or temporary,
shall a in accordance with the current edition of VDOT's work area protection manual.
Furthelrmore, all traffic control flaggers must be certified in accordance with the latest edition
of thq VDOT Road and Bridge Specifications, Section 104.04-C.
V4. TI a 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 utility
company. It is the sole responsibility of the developer to locate and identify utility facilities
or itei s, which may be in conflict with the proposed construction activity. VDOT approval of
these plans does not relieve the developer of this responsibility.
V5. Design features relating to field construction, regulations, and control or safety of traffic
may a subject to change as deemed necessary by VDOT. Any additional expense incurred as
a result of any field revision will be the responsibility of the developer.
V6. P for to initiation of work, the contractor shall be responsible for acquiring all necessary
VDOT land use permits for any work on VDOT right-of-way.
V7. If required by the local VDOT Residency Office, a pre -construction conference must 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 will also require 48 hours notice for any
inspection.
V9. The contractor will be responsible for maintaining adequate access to the project from the
adjacent public roadway through construction and maintenance of a construction entrance in
accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02.
Furthermore, access to other properties affected by this project shall be maintained through
construction. The Developer shall have, within the limits of the project, an employee certified
by the Department of Conservation and Recreation in Erosion and Sediment Control who shall
inspect erosion and siltation control devices and measures for proper installation and
deficiencies immediately after each rainfall, at lest daily during prolonged rainfall, and weekly
when no rainfall event occurs.
V10. Contractor sholl ensure adequate drainage is achieved and maintained on the site during
and at the end of construction.
V11: �11 water and sewer lines within existing or proposed VDOT right-of-way are to have
minimum 36" cover and, when possible, to be installed under roadway drainage facilities.
V12. ny unusual subsurface conditions encountered during the course of construction shall be
immeddicitely 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. II 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
repre ntative 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
clear) identified and labeled as belonging to a project which will be accepted by VDOT and
that .7
sting shall be conducted according to all applicable VDOT standards.
V14. II roadway fill, base, subsurface material and backfill of utility/storm sewer trenches
shall pe compacted in 6" lifts to 95% of theoretical maximum density as determined by
AASH 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 Inspector, density tests
perfor ed by a qualified independent agency shall be conducted as required in the VDOT Road
and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT
appro al.
V15. VIDOT Standard CD and UD under -drains shall be installed where indicated on these plans
and f irther where determined necessary by VDOT Inspector.
V16. he installation of any entrances and mailboxes within any dedicated street right-of-way
shall -neet VDOT minimum design standards and is the responsibility of the developer.
V17. rior to acceptance by VDOT of any streets, any required street signage and/or
pavement markings must be installed by the developer or at VDOT's discretion, by VDOT on an
accou t receivable basis. Stop signs shall be thirty (30) inches tall with high intensity
sheeti g. The bottom of the sign shall be six (6) feet above the edge of pavement and the
post hall' be installed a minimum of four (4) feet from the edge of pavement. Sign posts
shall a of a type found on VDOT's approved list. A copy of this list may be obtained from
the D strict Material Section. Contact the local VDOT Residency Office with any questions
regarding sign material and placement.
V18. The developer must provide to the local VDOT office a list of all material sources prior
to co struction. Copies of all invoices for materials 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 bases and sub -bases shall be placed on the sub -grade by means of a
mechc nical spreader. Density will be determined using the density control strip as specified in
VDOT's Road and Bridge Specifications -Section 304 and VTM-10. A certified compaction
techni.-ion shall perform these tests. A certified copy of the test results shall be provided to
the Residency Office. In additions 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 pavement shall be placed in accordance with the latest edition of
VDOT' Road and Bridge Specifications -Section 315. Density will be determined using the
density control strip as specified in Section 315 and VTM-76. A certified compaction
techni' ian shall perform these tests. A certified copy of the test results shall be provided to
the Residency Office. A VDOT representative shall be notified and given the opportunity to be
present during the construction and testing of the control strip.
V21. Approval of these plans shall expire three (3) years from the date of the approval letter.
FCSA CONSTRUCTION NOTES
LEGEND
EXISTING INTERMEDIATE CONTOUR
33
EXISTING INDEX CONTOUR
330
PROPOSED CONTOUR
40
EX E/P
EXISTING EDGE OF PAVEMENT
PROP E/P
PROPOSED EDGE OF PAVEMENT
EX G6
EXISTING CURB AND GUTTER
PROP C&G
PROPOSED CURB AND GUTTER
G6-b 0
G6-6R
TRANSITION FROM CG-6 TO CG-6R
EXISTING TELEPHONE LINE
T
PROPOSED TELEPHONE LINE
T
T
EXISTING STORM SEWER
EX. 15" RGP
PROP. 15" RGP
PROPOSED STORM SEWER
EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER
EXISTING ELECTRIC SERVICE
PROPOSED ELECTRIC SERVICE
I?
R
EXISTING GAS LINE
PROPOSED GAS LINE
PROPERTY LINE
FLOW LINE
...- ... -► ... - ...
' _ ...
FENCELINE
EXISTING POWER POLE
EXISTING TELEPHONE POLE
EXISTING WATERLINE W/ TEE
w
i Ti
PROPOSED WATERLINE W/ TEE w
w
' T i w
EXISTING FIRE HYDRANT
D&I
EXISTING WATER VALVE
PROPOSED WATER METER
(D
EXISTING REDUCER
PROPOSED REDUCER
STOP SIGN
v
HANDICAP RAMP (CG-12)
DENOTES LOCATION OF STD VDOT
CG-12 AND/OR JURISDICTIONAL
STANDARD RAMP CONSTRUCTION
PARKING INDICATOR
12
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
TEST PIT LOCATION
HANDICAP PARKING
VEHICLES PER DAY COUNT
100
PROPOSED BUILDING ENTRANCE
EXISTING STREET LIGHT
PROPOSED STREET NAME SIGN
+
PROPOSED SANITARY LATERAL CLEANOUT
SANITARY MANHOLE IDENTIFIER
12
STORM DRAIN STRUCTURE IDENTIFIER
O
EASEMENT LINE
CENTERLINE
EXISTING SPOT ELEVATION
12.0
PROPOSED SPOT ELEVATION
-715 3
EXISTING TREE LINE
EXISTING TREE
15" OAK
15" PINE
PROPOSED TREE
���� 15" OAK
15" PINE
1. WATER � ND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES
SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.
2. THE CO TRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY.
3. EXACT
-OCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S
DATE
REVISION
INSPECTOR
12/16/00
REVISIONS PER VDOT COMMENTS
4. THE SANITATION
AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF
1/02/01
REVISIONS PER PLANNING COMMENTS
WATER METIERS
AND COVER
THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME
TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO
1/08/01
REVISIONS PER FIRE MARSHALL COMMENTS
BE SET TOI
THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE
BAR BE BETWEEN
18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN
PROPER WORKING
ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX
ASSEMBLY
INSTALLED CORRECTLY.
5. FOR WATER
AND SEWER SERVICES THAT CONNECT TO EXISTING LINES:
A. THE
-OCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING
ASSISTANT.
AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN.
SHEET INDEX
B. THE
C. FOR
AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES.
ALL 1 1 /2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE
PIPING TO
THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY.
THE AUTHORITY
WILL INSTALL THE METER.
D. THE
AUTHORITY WILL INSTALL ALL SEWER LATERALS.
Rb (1
VICINITY MAP
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PROJECT INFORMA TION
SCALE 1 n= 1000' C'3
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PARCEL IDENTIFICATION NO.
TM 54 - ((A)) - 81A
a) o
STREET ADDRESS:
323 BROOKE ROAD
TOTAL AREA:
4.9984
:
CURRENT ZONING:
M-1
c
CURRENT USE:
VACANT
PROPOSED ZONING:
M-1
PROPOSED USE: DISTRIBUTION CENTER
MAXIMUM EXISTIN
PARKING CALCULATIONS
BUILDING HEIGHT: 60' 35'
PARKING REQUIRED
REQUIRED
WAREHOUSE= 1/EMPLOYEE
BUILDING SETBACKS: FRONT: 75 FEET
OFFICE= 1 /250 SF
SIDE: 25 FEET
EX. OFFICE AREA= 1200 SF. / 250 =5 SPACES
REAR: 25 FEET
WAREHOUSE= 1 EMPLOYEE
=1 SPACE
TOTAL EMPLOYEES
=5 EMPLOYEES
TOTAL SPACES REQUIRED
=6 SPACES
PARKING SETBACKS: FRONT: 25 FEET
TOTAL SPACES PROVIDED
=6 SPACES
SIDE: 5 FEET
REAR: 5 FEET
HANDICAP SPACES 1 /25
=1 SPACE REQ.
1 SPACE PROVIDED
LANDSCAPE TABULATIONS
LOADING CALCULATIONS
SITE AREA: 4.9984 AC.
REQUIRED 1 PER 40,000 SF. =1
SPACE
�
IMPERVIOUS AREA: 43,374 SF
SPACES PROVIDED =4
SPACES
�
E
PARKING:
y
PAVED/GRAVEL: 28,362 SF
F.A.R. CALCULATIONS
a
U
cc
Q
LANDSCAPE OPEN SPACE: 173,755 SF (80.02%)
MAX. ALLOWED = 1.0
SITE AREA. 217,730.30 SF.
T.F.A. = 15,634.35 SF.
W
G.F.A. - 14,434.35 S.F.
W
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15,634.35 / 217,730.30 SF. _ .07
(F.A.R.)
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NOTES
1. NO PROPOSED LIGHTING
>
W
2. NO PROPOSED SIGNS EXCEPT FOR WALL MOUNTED HANDICAP SIGN
3. NO PROPOSED OUTDOOR STORAGE AREA
U
W
14
INSPECTORS NOTES
UO
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a
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1. EXISTING BUILDING SHALL COMPLY WITH
THE VIRGINIA UNIFORM STATEWIDE
E-4
'
BUILDING CODE, AND SECTION 311, USE GROUP, S (STORAGE) OF THE BOCA
04
Z W
NATIONAL BUILDING CODE/1996. OTHER CODES THAT APPLIES IS COBA
Cd
O�
® PL4
Al 17.1-92 ACCESSIBLE AND USABLE BUILDINGS
AND FACILITIES.
E 4
2. SUBMIT FL60R PLAN OF THE BUILDING
FOR PLANS REVIEW AT THE TIME OF
PERMIT APPLICATION FOR CHANGE OF USE.
3. BUILDING SHALL HAVE EITHER FIRE WALL
OR FIRE SUPPRESSION SYSTEM FOR
NEW USE WHEN FIRE AREA EXCEEDS 12,00
S.F.
SEAL
MARK D. SM"
No.022837
6. WHEN AN
A. THE
EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE:
UTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP.
COVER SHEET SHEET 1 OF 2
SITE PLAN SHEET 2 OF 2
B. THE
DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE
PROFESSIONAL SEAL & SIGNATURE
WORK BEG�NS);
3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS
COMPLETED.
THESE PLANS ARE IN CONFORMANCE WITH
COUNTY OF FREDERICK STANDARDS ANDORDINANCES.
7. THE CO
TRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
ANY DEVIATION OR CHANGE
8. ANY WA
ER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION
IN THESE PLANS SHALL BE APPROVED BY
ASSEMBLY,
AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A
THE ZONING ADMINISTRATOR PRIOR TO
REMOTE READOUT
IS REQUIRED.
CONSTRUCTION.
9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A
RPZ BACK LOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047.
A REMOTE , READOUT IS REQUIRED.
FINAL SITE '1'L.AN
APPROVE)
J�DATE V_U_/_2/___
� lV.
,JAN 1 0 2001
DEPT. OF PLANNING/DEVELOPMENT.;
COVER SHEET
Project
Nome: B & D ENTERPRISES
Owner. Address, Including Zip Code & Telephone No.
7220 WISCONSIN AVE. SUITE 310
TAHOE, L.L.C. BETHESDA, MD 20814
301-986-9051
Developer: Address, Including Zip Code & Telephone No.
SAME AS OWNER SAME AS OWNER
tngineer uertiTying clan: Address, Including Zip Code & Telephone No.
151 WINDY HILL LANE
GREENWAY JEINEERING WINCHESTER, VA 22602
(540) 662-4185
LQ
ZONING ADMINISTRATOR
I---l�, -int
DATE
NOTE: SITE PLAN IS VALID FIVE YEARS FROM APPROVAL DATE
DATE: NOV-2000
SCALE: -N/A
DESIGNED BY:
MDS
JOB NO, 2197
SHEET 1 OF 2
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SECTION C-C
g Oormbud pade charges with o p, al Ic wrV
,r pm.ba•o o.•.
ard~Op"de.al fl.. llrre I qi� �' r WMn Sed. LO-11 r u... M . t! 1. Met
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r Hlh a Road ,b « oon.kaaar ..e
SECTION A - A ,,,d grdy,r d.M not e.
b"*M ar " rs emmW f«
rwWpa.r at pwpommm.
Wh.r ...d In cw}W h Wth .tar,dard
Guidelines for Grade Change D CF-3 w Co-7' "1" ahrrb b10m °" "d'
9fwdwd Y b b. mdj,.W 1. n.b* ,A.
marrmt.bl. arrb ad.b.ve.r.
Fievwyob„s MmaMm s» starWwd Cr_12 f« tare Romp d.m4.
wqh (mw. Man 1500 WO) 0 x 3 x b b. r d Mlh wm ar.mard.
MK%n "OD-1500 VPD) ! s x e x � tb rMr.ar'aq moo h�od�ofb'
Low (lea thm' eoo vpo) t s x e x M7 =61 f••md p W� n
x OWlarrd N.w6s mq ho rrW far . drmsa
In ciA rcii.na
Opband Amwirs mry r.•ube "pw d .
P-ti m d PICK b pr.-kds pwwkv of .at.r.
7ON METHOD OF TREATMENT —
CONNECTION FOR STREET INTERSECTIONS
502
AND COMMERCIAL ENTRANCES 2�a
VNWII DOWITM NT OF 7MIIfPORF n N
oo-u
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AV Lkw 00-t2 T -1• ti �„ ao-u
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S . r ".. • tr o-e
RADIAL PLAN
B 1ar..Wit B
Top« mob Ndght doom
b O d " Pahl «
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kor* m Corwwb
V ..km std...r co-K 1x•
CLIRVF DATA
CURVE
DELTA
RADIUS
ARC
TANGENT
CHORD
C1
312533"
1155.09'
633.55'
324.96'
S 6825'09" W 625.64'
C2
00'00'23"
1920.00'
0.21 '
0.11 '
S 84'08'24 " W 0.21 '
' I
5
T.M. 54-((I)) B
1 I PARCEL B
K/NCG5DOWN, INCORPORATED /
ZONED: Ml PROP. PAVED
TEST PIT LOCATION �" DB 3q5 PG 656 TI?ALIER PARKING AREA
12"X8" TAPPING F,G
SLEEVE 4 VALVE' �� GG-/2 �7YP,) N OI °46'00" E - 282.62' IN 02°2g27" E - 144.57'
BY F.G.S.A.
f M cJ FX� 5MH 5 5 5 5 5 t
EX, 5Mt'1 - - - - - - - - - 5P OP. 8" l W y l STUB 4 PLUO
141- pi
----- — -------------------'` -_ _ _
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S to
d`� r GPA VEL e�}-
Z 'VEiNA I OVERLAY EX/5T/NG GRAVEL cio
9
► . :....• .. `� � `gam \ ~ . F , Eb
I^l/ PAVEMENT .. ' • •: ..; �+ � � � � sr 'Ii . • S
EX GRAVEL f A5Pf iAL T
PARKI,NO AND LOADINO AREA
J�. ( LOADING 5PAGE5 `r \
+ REGRADE AREA TO ' N5URE I
fir+ / / \ \
3 P051 TI VE DRA/NAGE� Y PROP. CONCRETE
I SEL
FROM BUILDING i WHEEL 5TOP5
-� - TF 8 8' T Y J I I\ \ `
yit F PROP. 32 X 2 PEENING
EX. GUL1VERT p �X. GONG,RE � P � f �
\ Z \ TO REM,IN FLE6. TRAivSi=o FR DUMP5TFR PAD PROP. LANDSCAPE 5G S \
EX. GON W/ 13 x 13 FENCE 3 TREE PER 10 LINEAR FEET \
AD 1%3 WHITE PINE '� \ ` S
MAPLE TREE TYP. � 1/3 SPRUCE
\ 1 _ ] i POP. ASPHALT1WALK I BRADFORD PEAR 113 RED MAPLE \ �-p,�,
0 \
A�cEa ?� F G X. DOCK 208 GONG. WHEEL 5TOP5 TYP. + NOTE: TREES TO BE MIN. 4' TALL �'71"
-�
� � .; ���< � AND 2"-2-I/2" GAL. AT TIME OF PLANTING
Z EX. GONG. L-
OFFIGE/MEZZA NIO
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ta..k,.N.m Jok l tbn Co-,
TYPICAL ALTERNATE RADIAL PUN
FOR USE AT APPLICABLE STREET
CONNECTIONS MV COMMERCNL
• F« ---.W .revsdpd.�
ENTRANM.
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A —► TANGENT PLAN
ISOMETRIC
VIEW
• 7- dmre 3rdXG-3 CV-7 1. wed.
Cwb romp Ooor to bo char A-3 Condo (alarm A-4 N prwaad) WM Wo-r MwA WdWd
Y-4• Y W. nedm..'
ddWoblm a.rmw .«tom ••nrkg Um erM m wW% d to rump Oo« (rwmq Ooar mmV b•
sl 1..dH A -e r.o rdr.m.d t.
pr.oat « vat n plow). Th. debatable .ar..'q W" b. prodded by an m paW •wawa•!•
(.Nh « .kh.A brhr abip) a id-w a 12 : 1 dap.
Mill. A-w dd rst -.W a nrabrrn cup. al 12 : 1.
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ea3x
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f
dda won b. wad b plow act. Weo.ru.rd d p.00.t rmnp oar. Resat aonar.b .h.
b. char A-4.
Y 0EP1N w E USED MIDI THE ENTRANCEMd 09W ACCOHIODUE THE Tld•ri0
R"drwd ban aw to b. NO.S . r Plao.d 1' -4. b a-W derq both dda d th. rmry
SECTION A -A FRODME OM OF ANllonum Htvw TRu«
no«, mle-etoM of r-rm Oar. mb* m area.!o war... ilim.
Curb rmq m .M be n red and Pod for at W. oordrod Ira plea for Nydrmllb C.rrwrl
Conawem as wW EMomed aggnqdm ddadt. amok" In plain.
s e r 8- • 1r
p., d.mel. ca.bvatbm
Cub/sorb and vd+« .Harp. ,rw,rilaa ad).aml b orb rw,w. an ksb.dW In Pm.rwrl
sa. 12 : , N..n.n '�
ra avb/awe . W gdbr.
Tnewoa.t t «
p.owl b plow.
WI'.' _W In oon}rslbn -M .WWd d CO-J « CO-7, "h. orb fees am Vd. standard b
•
b bm odi'rd d t. n A h M. r.w-b b. w b aardl•.atlon
■ AarladYe rw. Im aldesd a a ardkwl..
Qre ww b b. bated a ds.n a th. Warn « m dk..ra by 1M Fngbs«.
bd'wma"ar'. th d-
SECTION B-B Irrae.b,rcYQ .bode, Min and da r..rtard
m'arw"r a wa�eb roar rWA-
d Hyr.q Fode4p arawe a garb rwgard4wpmddwMdhWw ddwpk le .Wbrq.
!Ares. d pgappd aq•rwpdw ete..wr PbdcniW and
wq a
ted
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pdp appood.4 . b.wnlarwd
_ & .-
t =
wwum ddkowd� and End.. but ouM not be badadM"W= dwt
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F /glrt pvkW On 1.Owda. dnp "vim. eta .M ado dF.d Weoarnard.
myoo. b lea Nan Y-4'
CURB RAMP
SPEEMATION
REFEWCE
(PERSONS WITH MOBILITY IMPAIRMENTS)
eo2
2D3A•
R.r.d } � Vfr.NIA DEPARTMENT OF TRANSPWATION
304
DlrneAD
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COMBINATION 6" CURB & GUTTER
VNIGMA DEPAM11W OF TRANSPORTATM tA3
Ioiea�,
DUl"IPSTER FAD SECTION
(NOT TO SCALE)
r Z C9 STOOP f ENTRANCE J
, � oF« OVERHEAD
'90� ,~X. kiA ER METER WALL MOUNTED H.G. EX. OVER, TL AD DOOM
VAUL T PARKING 5/0N
L X. R)ILOINO �
OFFICEl kVAREHOU5,E ; y
22 '- 18" RGP - 6LA55 III
Z \ WITH MITERED ENDS 'qqi S.F.
GUL�RT INSTALLATION
AT THE DIRECTION OF
VDOT\I NSPEGTOR
20e-5'
T.M. 54-((A))-8/F G \
W/NGHE5TER ELECTRIC �N,�� ` x
ZONED Ml \
+' 5E: INDUSTRIAL
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54-((A))-8/A
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\ ZONED: MI
\\ \ DB 586 PG 603
E" \J \
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190
o�;'�,� c.
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MERIDIAN OF PLAT \ _71s
Dg 4ql PG i408 \ QO\ \ \ co
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COUNTY OF GLARKE-
COUNTY OF FREDERIGK
ZONED Ml
U5E: JAIL \ \
30 15 0 30 60
SGALE: 1" = 30'
MW
LOT 25-B
-M. 54-((A))-36G
AARON ZUGKERMAN, ET UX
ZONED: Ml
DB 757 PG 50q
NOTES:
I. TRAILERS PARKED IN TRAILER PARKING
AREA ARE NOT TO BE USED FOR STORAGE,
NOR WILL THEY BE INOPERABLE.
2. BUSINESS RELATED VEHIGLE5 WILL NOT
BE PARKED IN THE 5PAGE5 DE51ONATED ON
THE PLAN.
ONSITE TYPICAL PAVEMENT SECTION
NOT TO SCALE
OVERLAY SECTION
— 2 SM-2A SURFACE COURSE
8" SIABBASE VDOT STD. GR-21A
ACTED W15GRADE
(COMPACTED TO S51- DENSITY
AT OPTIl"W MOISTURE CONTENT
VDOT VTM-1 METHOD)
PAVEMENT DESIGN 5ASED ON A SUCGRADE C5R DESIGN VALUE OF (P. SOIL TEST
OF THE SUBCsRADE MUST W15MITTED FOR ACTUAL DETERMINATION OF REQUIRED
PAVEMENT SECTION THICIOESS PRIOR TO CONSTRUCTION.
Dt-pV•rl2
ON51TE TYPICAL PAVEMENT SECTION
NOT TO SCALE
ENTRANCE SECTION
2 6N1-2A SURFACE COURSE
3• 5M-2 BASE COURSE
8" SIbBABE VDOT STD. GR-21A
ACTED &JBGRADE
(COMPACTED TO c35% DENSITY
AT OPTIMUM MOISTURE CONTENT
VDOT VTM-I METHOD)
PAVEMENT DESIGN BASED ON A 8615CrRADE CMR DESIGN VALVE OF b. SOIL TEST
OF THE SUBGRADE M416T SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
PAVEMENT SECTION THIOQ•EW PRIOR TO CONSTRUCTION.
Dt
1W"XW-W SLATS, 2-FINISH NAIL AT
TOP AND BOTTOM
2"X4'XW BEAMS. TOE NAIL TO POST
NOTE: PRESERVATIVE STAIN ON ALL WOOD.
COLOR TO MATC 4 THAT OF BLDG
IAIFAIi/,1 I11im I
in
CONCRETE FOOTING
- o
UJOOD FENCE DETAIL
NOT TO SCALE /
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U MARK D. SIv�TTH
No.022837
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DATE: 10/22/00
SCALE: 1" = 30'
DESIGNED BY: MDS
FILE NO. 2197
SHEET 2 OF-2
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CENERAL NOTES MOT CENERAL NOTES LEGEND VICINITY MAP SCALE 1 �= 1000'
1. Methods and materials used in the construction of the t th t f improvements herein shall conform o e current
P V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INTERMEDIATE CONTOUR
County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and !
Sediment Control Regulations and any other state, federal or local regulations applicable. In EXISTING INDEX CONTOUR 330 / ` '� ` �'' ry .�. j \ ,/ ` UJ
2. Measures to control erosion and siltation, including detention ponds serving as silt banns during construction, the event of conflict between any of these standards, specifications or plans, the most ��,
must be provided prior to issuance of the site development permit. The approval of these plans in no way stringent shall be govern. PROPOSED CONTOUR 40 ` / 0 /_ �_ W
relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment v2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety EXISTING EDGE OF PAVEMENT EXE/P K���/J��� x ;;
Control Handbook. py p p y ' !®
and Health Administration and VOSH Rules and Regulations. PROPOSED EDGE OF PAVEMENT PROP
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation EX 646 (VDOT) and Frederick County prior to construction in existing State right-of-way.
V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, EXISTING CURB AND GUTTER �/
shall be in accordance with the current edition of VDOT's work area protection manual. ,,,,
Furthermore, all traffic control floggers must be certified in accordance with the latest edition PROP C&G / ' }
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is � f/ .�. �� � , � Y �,�� W
low. of the VDOT Road and Bridge Specifications, Section 104.04-C. PROPOSED CURB AND GUTTER %/s> �2/
required underState a 1 `C- �/
u7
V4. The developer shall be responsible for relocating, at his expense, any and all utilities, TRANSmON FROM CG-6 TO CG-6R �.t �� �. �� 0 00
5. The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held includingtraffic signal poles, unction boxes, controllers, etc. owned b VDOT or private utility ® i0 � c1
Virginia f Trans Transportation g P y P y 7 /
with the Developer, County Representatives, and Representatives of the Virg a o p company. It is the sole responsibility of the developer to locate and identify utility facilities T �' ~ { ` r� ~�i� �� ` 1 N I
EXISTING TELEPHONE LINE � . y ,Y � I 0 00
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be or items, which may be in conflict with the proposed construction activity. VDOT approval of /t cv
determined b this joint inspection." Refer to these plans does not relieve the developer of this responsibility. PROPOSED TELEPHONE LINE
responsible for providing guardrail and paved ditches as y 1 p
%� •i v'' ��'``" \ I f _ Q' I 1
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. EX. 15" RGP
V5. Design features relating to field construction, regulations, and control or safety of traffic EXISTING STORM SEWER N
may be subject to change as deemed necessary by VDOT. Any additional expense incurred as / / 04
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a PROP. 15 RGP �� T/`' ��� �� !
a result of any field revision will be the responsibility of the developer. -� \! > i• `sJ. �---� W �`
representative of the developer must be available at all times. PROPOSED STORM SEWER �. 1-0
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary 0 0 -t
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic VDOT land use permits for any work on VDOT right-of-way. EXISTING SANITARY SEWER
cc in
Control Devices (MUTCD). PROPOSED SANITARY SEWER PROJECT INFORMATION L c x
V7. If required by the local VDOT Residency Office, a pre -construction conference must be
8. All unsuitable material shall be removed from the construction limits of the roadway before placing arranged and held by the engineer and/or developer with the attendance of the contractor, EXISTING ELECTRIC SERVICE
embankment. various County agencies, utility companies and VDOT prior to initiation of work.
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less V8. The contractor shall notify the local VDOT Residency Office when work is to begin or PROPOSED ELECTRIC SERVICE P- P (n U)
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. cease for any undetermined length of time. VDOT will also require 48 hours notice for any PARCEL IDENTIFICATION N0. TM 54 - ((A)) - 81A 0 o
inspection. EXISTING GAS LINE STREET ADDRESS: 323 BROOKE ROAD .� c N
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated TOTAL AREA: 4.9984 °' :3
on the plans and as required at the field inspection. V9. The contractor will be responsible for maintaining adequate access to the project from the PROPOSED GAS LINE CURRENT ZONING: M-1 w
P q P adjacent public roadway through construction and maintenance of a construction entrance in CURRENT USE: VACANT
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The a shall accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. PROPERTY LINE
PP P P pipe Furthermore, access to other properties affected b this PROPOSED ZONING: M-1
„ p p y project shall be maintained through
be minimum 6 diameter and conform to VDOT standard SB-1. construction. The Developer shall have, within the limits of the project, an employee certified FLOW LINE ...- - PROPOSED USE: DISTRIBUTION CENTER
by the Department of Conservation and Recreation in Erosion and Sediment Control who shall
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than inspect erosion and siltation control devices and measures for proper installation and FENCELINE # x # # x
one litter receptacle shall be provided at the construction site. deficiencies immediately after each rainfall, at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. EXISTING POWER POLE �- MAXIMUM (I TI PARKING CALCULATIONS
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to BUILDING HEIGHT: 60' 35'
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 EXISTING TELEPHONE POLE PARKING REQUIRED
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free and at the end of construction. T� REQUIRED WAREHOUSE= 1/EMPLOYEE
condition at all times. EXISTING WATERLINE W/ TEE w '
V11. All water and sewer lines within existing or proposed VDOT right-of-way are to have BUILDING SETBACKS: FRONT: 75 FEET OFFICE= 1/250 SF
14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE wTTi w SIDE: 25 FEET
sewer lines. Information should also be obtained from the appropriate authorit concerning permits, cut REAR: 25 FEET EX. OFFICE AREA= 1200 SF. / 250 =5 SPACES
Y 9 P V12. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT WAREHOUSE= 1 EMPLOYEE =1 SPACE
sheets, and connections to existing lines. immediately brought to the attention of the engineer and VDOT. Work shall cease in that SPACES REQUIRED =6 SPACES
vicinity until an adequate design can be determined by the engineer and approved by VDOT.
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current EXISTING WATER VALVE W w PARKING SETBACKS: FRONT: 25 FEET SPACES PROVIDED =6 SPACES
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a SIDE: 5 FEET
VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT PROPOSED WATER METER m REAR: 5 FEET HANDICAP SPACES 1 /25 =1 SPACE REQ.
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the representative shall be present to insure the sample obtained is representative of the location. EXISTING REDUCER 1 SPACE PROVIDED x
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed When soil samples are submitted to private laboratories for testing, the samples shall be
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing clearly identified and labeled as belonging to a project which will be accepted by VDOT and PROPOSED REDUCER W LANDSCAPE TABULATIONS LOADING CALCULATIONS 04
that testing shall be conducted according to all applicable VDOT standards.
utilityverification and the proposed construction. v
P P STOP SIGN REQUIRED 1 PER 40,000 SF. =1 SPACE p-+ F'
17. The developer will be responsible for an damage to the existing streets and utilities which occurs as a V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches SITE AREA: 4.9984 AC. W U
P P Y 9 9 " HANDICAP RAMP CG-12®/ SPACES PROVIDED =4 SPACES a
shall be compacted in 6 lifts to 95% of theoretical maximum density as determined by ( ) �� IMPERVIOUS AREA: 43,374 SF
result of his construction project within or contiguous to the existing right-of-way. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of DENOTES LOCATION OF STD VDOT
an dedicated street right-of-way. At the direction of VDOT Inspector, density tests CG-12 AND/OR JURISDICTIONAL. PARKING:
18. When grading is proposed within easements of utilities, letters of permission from all involved companies y g y' p y STANDARD RAMP CONSTRUCTION PAVED GRAVEL: 28 362 SF F.A.R. CALCULATIONS V)
9 9 P P P P performed by a qualified independent agency shall be conducted as required in the VDOT Road / E-, ,._,
must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT PARKING INDICATOR 1Y U) Q
development permits. approval. INDICATES THE NUMBER OF TYPICAL PARKING SPACES LANDSCAPE OPEN SPACE: 173,755 SF (80.02%) MAX. ALLOWED = 1.0 cc �D
19. The developer will be responsible for the relocation of any utilities which is required as a result of his V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans SITE AREA. 217,730.30 SF. (-a >
and further where determined necessary by VDOT Inspector. TEST PIT LOCATION BUILDING AREA = 14,991 SF. W an Z
project. The relocation should be done prior to construction. 14,991 / 217,730.30 SF. _ .07 (F.A.R.) W cc
p� >
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way Q', w E-
shall meet VDOT minimum design standards and is the responsibility of the developer. HANDICAP PARKING W� E-+ Z
in accordance with state law. In the event gravesites are discovered during construction, the owner and O
engineer must be notified immediately. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or a W O
pavement markings must be installed by the developer or at VDOT's discretion, by VDOT on an VEHICLES PER DAY COUNT j OO O �► U
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering account receivable basis. Stop signs shall be thirty (30) inches tall with high intensity PROPOSED BUILDING ENTRANCE Z U
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and the
post shall be inistalled a minimum of four (4) feet from the edge of pavement. Sign posts O E-
22. Controlled fills shall be compacted to 95% of maximum density as determined by method A" per standard shall be of a type found on VDOT's approved list. A copy of this list may be obtained from U W. a �
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered the District Material Section. Contact the local VDOT Residency Office with any questions EXISTING STREET LIGHT O ,.
professional engineer and results submitted to Frederick County prior to pavement construction. If a regarding sign material and placement. Ck
�, W
geotechnical report has been prepared, it should supersede the requirements in this note. V18. The developer must provide to the local VDOT office a list of all material sources prior PROPOSED STREET NAME SIGN + r� Q
to construction. Copies of all invoices for materials within any dedicated street right-of-way PROPOSED SANITARY LATERAL CLEANOUT w W
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit I Z
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement and total prices may be obscured. Ln O 44
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines SANITARY MANHOLE IDENTIFIER 12 C\2 E4
in Frederick Count appear below. These numbers shall also be used to serve in an emergency condition. V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a M U1
Y PP 9 Y mechanical spreader. Density will be determined using the density control strip as specified in W
VDOT's Road and Bridge Specifications -Section 304 and VTM-10. A certified compaction STORM DRAIN STRUCTURE IDENTIFIER O O
24. All radi 5' unless otherwise noted. technician shall perform these tests. A certified copy of the test results shall be provided to Plans approved by,, 1-4
the Residency Office. In additions to checking stone depths, a VDOT representative shall be Frederick County Public Works Depar1neni
notified and given the opportunity to be present during the construction and testing of the EASEMENT LINE
density control strip.
CENTERLINE
UTILITY CONTACTS V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of `tl
VDOT's Road and Bridge Specifications -Section 315. Density will be determined using the EXISTING SPOT ELEVATION 12.0 Director of Public Works
density control strip as specified in Section 315 and VTM-76. A certified compaction '-
technician shall perform these tests. A certified copy of the test results shall be provided to PROPOSED SPOT ELEVATION 115 3
the Residency Office. A VDOT representative shall be notified and given the opportunity to be /y/�I
Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. present during the construction and testing of the control strip. EXISTING TREE LINE!
P.O. Box 1877 P.O. Box 2400 Date • - ���
Winchester, VA. 22604 Winchester, VA 22604 V21. Approval of these plans shall expire three (3) years from the date of the approval letter. �^
(540) 868-1061 (540) 869-1 1 11 EXISTING TREE 15" OAK 15" PINE
Power: Allegheny Power Phone: Bell -Atlantic FCSA CONSTRUCTION NOTES * ANY PROPOSED SIGNS, OUTDOOR LIGHTING, AND STORAGE WILL
P.O. Box 1458 P.O. Box 17398 PROPOSED TREE 15" OAK 150 PINE MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY
Hagerstown, MD 21741 Baltimore, MD 21297
1-800-654-3317 (301) 954-6282 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES
MISS UTILITY 1-800-257-7777 SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.
PROPOSED TRIP GENERATION DATA 2• THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY.
DATE REVISION SEAL COVER SHEET (1��
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S
CLASS USE TRIP RATE USE VPD INSPECTOR.
Project Name:
710 OFFICE 1,000 SF. 1,200 SF. 11.01 13.21 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF B & D ENTERPRISES
WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1
150 WAREHOUSE 1 ,000 SF. 13,791 SF. 4.96 68.40 ) THE FRAME
H 0Fy
AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO T
TOTAL 81.61 BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE 1 Owner: Address, Including Zip Code & Telephone No.
BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN r7220 WISCONSIN AVE. SUITE 310
�r
FIRE MARSHAL ��7 NOTE PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX U - TAHOE, L.L.C. BETHESDA, MD 20814
ASSEMBLY INSTALLED CORRECTLY. MARK D. SMITH
b No.022837 301-986-9051
Fire lane markings and signage: 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: Developer:
A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING 0 Address, Including Zip Code & Telephone No.
Any "No Parking" signs and yellow painted curb locations will be installed ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. S �Cs
by field inspection at the direction of the Fire Marshall's Office. B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES. �r y SIGNAL SAME AS OWNER SAME AS OWNER
FIRE FLOW DATA: HYD# FIRE FLOW DATA: HYD# C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE SHEET INDEX
PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
STATIC PRESSURE = STATIC PRESSURE = THE AUTHORITY WILL INSTALL THE METER. g P P
D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. 151 WINDY HILL LANE
RESIDUAL PRESSURE = RESIDUAL PRESSURE = COVER SHEET SHEET 1 OF 2 GREENWAY ENGINEERING WINCHESTER, VA 22602
6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE:
AVAILABLE FLOW = AVAILABLE FLOW = A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. (540) 662-4185
B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE SITE PLAN SHEET 2 OF 2 PROFESSIONAL SEAL & SIGNATURE
SOURCE: SOURCE: WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS APPROVAL DATE: NOV-2000
DATE: DATE: COMPLETED. THESE PLANS ARE IN CONFORMANCE WITH
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. COUNTY OF FREDERICK STANDARDS AND SCALE: N/AORDINANCES. ANY DEVIATION OR CHANGE
HANDICAPPED PARKING NOTE 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION THE ZONING ADMINISTRATOR PRIOR TO IN THESE PLANS SHALL BE APPROVED BY DIRECTOR OF PLANNING DEPARTMENT DATE DESIGNED BY:
ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A MDS
REMOTE READOUT IS REQUIRED. CONSTRUCTION.
Handicapped parking spaces and aisles shall slope 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A JOB NO. 2197
no greater than 2% in all directions. RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. COUNTY ADMINISTRATOR DATE A REMOTE READOUT IS REQUIRED. SHEET 1 OF 2
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PLAN VIEW
g oorMtrtd Grade clangm lrM o paroWle
to f4M-eC c1
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SECTION A - A
♦ Raid curb w owr6kwdm ourb
.nd Wllor W.0 nd w ealWmrd
brywd tn. 1,/W ti ..aRt +or
repooerro-A
Wh-o u d h a-).1d1- eft ceded
Guidelines for Grade Change D
CC-3 w 00-•7, tM curb tone - Mb
et-d.d In r be .dp-had Inn.AA MA
EnbwloeyoAnM fhb Vodmrm
ra-rM. -b oordlpually,
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Sur 3bw4 rd 00-12 for Curt Ramp deegn
t. b.lord .nh Mr 9bw.W%.
-n M. %00-1500 VPD) ! 3 x e z
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=. a» a atYaa.d rap-..
twdplh
z Opllord fkw4rA mW be rrr.d for .ia om
In out -6-
Opllonal ft -*. mR re*" aaph:q a .
pardon d WB-r to preehd- 1 1 .1wdw.
SPEOFICATION
METHOD OF TREATMENT-
CONNECTION FOR STREET
INTERSECTIONS
502
AND COMMERCIAL
ENTRANCES 2o3oe
VrAWA OEPAWMENT Or IiWBORWION
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TYPM/1L ALTERNATE RADIAL PLAN
FOR USE AT APPLICABLE STREET
S - r Bore • 12' o-o CONNECTIONS ADD COMMERCIAL # Fw aarmnwaw -1haM.
owrard. ENTRANCEs.
RADIAL PLAN
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PLAN e-o' ISOMETRIC
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ddm a- ba 0" In pbw aftw pieo-mit of pain." romp fbor. Pr000d mower aMe
b. dms A-4.
Y OEPfH TD BE UM WHEN THE ENf10117
PAW CAWW ACCOMl OOM THE TUNM R.Pdr-d ben ms lo be W3 . r peoY 1' oed.r to owtw alwog both ddw of tM rwnp
SECTION A -A
1!]p111EMM OF AHTK3FA1m HEAVY MR= floor, ndd-d-pth of rerp Bow. Mkdmm owoa-r oa-r 1%{.
Curb ran" eM be "eared ad pW far .t the eorhect w* prier *or Hydrate Cwnwd
C-w.. 91d.edh aM Ev" d aw"a" aI I N aanP.. h pace.
-
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Pwnd-.Rd- Con*uadon Ont/-b arts omw -bw trwdewr adlaawd to wrb rwape w. "decal In payload
Jand
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Iw -.b/curb .i plAw.
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pr-owt w cod In plm-.
b, b. o*wt-d bo "doh M- loin-betse a-b aakgwalrt
. •
Aaardblo load- b deM1red r a aantMrorr Curb a" to b. bod.d - diwo - M. pets w m dlredW h�' di raletww.
Th'I' -T bdw,.dh-
SECTION B- B
b. pradd-d d -1- -r m aa°"BI' '",boom.""`"'' -
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wlabdrad.d, .fdt1., rhm arts lob '.."load d Nymay Faoeq - f dit.C& b d-1hq.
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path ownedhq d mo- eMrrde d . way o dour- a orb n0, ehW-
prapm d w rmmill-. They r0' b. ~ hen p-d.drbn arum MC. - 0- - pwo-
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urn appodw4-load and w r dhd-d by Enobl- uld n Miab. eb"A
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CURB RAMP
SPECFrATION
(PERSONS WITH MOBILITY IMPAIRMENTS)
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VRGNIA DEPARTMENT OF TRANSPORTATION
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COMBINATION 6" CURB & GUTTER
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era VRGINIA DEPARTMENT OF TRANSPORTATION
WIRE MESH REINFORCING VDA.T_
ROAD AND BRIDGE STANDARDS SECTION 301.04
T� ;> • -�Lt. GLASS A-3 CONCRETE
T b' SASE 21-A
COMPACTED SUBGRADE
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DUi" IP51EIR P,4D SECTION
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S 6825'09" W 625. 64'
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0. 11,
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PARCEL B
K/N65DOWN, IMGORPORATED
ZONED: MI PROP PAVED
DB 3q5 PIS 656 TRAL/ER PARKING AREA
N OI °46`00" E - 282.62' �INO,°2427" E - 144.57'
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El�� EX. DOCKS � � GONG. WHEEL 5TOP5 TYP. NOTE: TREES TO BE MIN. 4' TALL \
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T.M. 54-(W)-923
COUNTY OF CLARKE-
COUNTY OF FREDERICK
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AARON ZUCKERMAN, ET UX
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DATE: 10/22/00
SCALE: 1" = 30'
DESIGNED BY: KIDS
FILE NO. 2197
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