HomeMy WebLinkAbout06-05 The Old Stone Restaurant - Convenience Store & Restau. - Stonewall - Backfile (2)THE OLD STONE RESTAURANT
F.3
2121
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AND RELATED SITE IMPROVEMENTS
PROJECT:
THE OLD STONE RESTAURANT OWNER &
RELATED SITE IMPROVEMENTS DEVELOPER:
LAXMI N. KESARI
3425 MARTINSBURG PIKE
11499 WHITE OAK COURT
STONEWALL MAGISTERIAL DISTRICT
HERNDON, VIRGINIA 20170
COUNTY OF FREDERICK, VA
(703) 406-0736
ENGINEER\
PAINTER-LEWIS, P.L.C. SURVEYOR:
MARSH & LEGGE LAND
LANDSCAPE
116 S. STEWART STREET,
SURVEYORS, P.L.C.
ARCHITECT:
WINCHESTER, VIRGINIA 22601
139 N. CAMERON STREET
(540) 662-5792
WINCHESTER, VA. 22601
Contact: TIMOTHY G. PAINTER
(540) 667-0468
Contact: MR. SCOT MARSH
PARCEL INFORMATION:
PROPERTY ID NO.:
33-A-163
SITE AREA:
1.4890 Ac.
ZONING:
BUSINESS AND INDUSTRIAL ZONING DISTRICT
B-3 INDUSTRIAL TRANSITION DISTRICT
PROPOSED USE:
CONVENIENCE STORE & RESTAURANT
PARKING LOT ADDITION
CURRENT USE:
CONVENIENCE STORE & RESTAURANT
ZONING REQUIREMENTS:
DENSITY:
PARCEL COVERAGE MUST NOT EXCEED 75% COVERAGE
(IMPERVIOUS AREAS < 0.75 x 1.4890 Ac.=1.1168 Ac.)
F.A.R. RATIO:
FLOOR AREA TO LOT AREA RATIO (F.A.R.): </=1.0
BUILDING HEIGHT:
35 FT.
SETBACKS:
FRONT:
50 FT. (PRIMARY OR ARTERIAL HIGHWAY)
FRONT:
35 FT. (COLLECTOR OR MINOR STREETS)
REAR:
0 FT.
SIDE:
0 FT.
PARKING:
RESTAURANT:
1 SPACE PER 100 SQ. FT. OF FLOOR AREA
STORE:
1 SPACE PER 200 SQ. FT. OF FLOOR AREA
PARKING REQUIRED:
RESTAURANT:
1,974.65 SQ. FT./100 SQ. FT. = 19.75 SPACES
=> 20 SPACES
STORE:
2,351.14 SQ. FT./200 SQ. FT. = 11.76 SPACES
=> 12 SPACES
TOTAL => 32 SPACES
HDCP SPACES:
2 HDCP SPACES REQUIRED
(INCLUDES A MINIMUM OF 1 EA. VAN
ACCESSIBLE SPACE)
PROPOSED DEVELOPMENT:
CONVENIENCE STORE & RESTAURANT
FRONTAGE:
305.45 FT. (MARTINSBURG PIKE)
154.78 FT. (HOPEWELL ROAD)
PARKING PROVIDED:
22 EA. REGULAR PARKING SPACES
14 EA. TRUCK PARKING SPACES
8 EA. STANDING PARKING SPACES
44 PARKING SPACES TOTAL PROVIDED
(INCLUDES 2 EA. VAN ACCESSIBLE HDCP SPACES)
LOT COVERAGE:
BUILDINGS/STRUCTURES: 4,325.79 SQ. FT.
(0.0993 ACRES)
PARKING/DRIVES: 42,001.09 SQ. FT.
(0.9642 ACRES)
CONCRETE WALKS AREAS: 1,685.16 SQ. FT.
(0.0387 ACRES)
CONCRETE SLABS: 7,383.82 SQ. FT.
(0.1695 ACRES)
TOTAL IMPERVIOUS AREA: 55,395.86 SQ. FT.
(1.2717 ACRES)
F.A.R.:
F.A.R.: 0.0993 Ac/1.4890 Ac = 0.0666 < 1.0
OPEN SPACE:
1.4890 Ac. - 1.2717 AC. = 0.2173 Ac.
(9,464.67 SQ. FT.)
HISTORICALLY NON -CONFORMING: (14.6%)
LANDSCAPING:
PARKING LOT LANDSCAPING:
PARKING AREAS:
PROPOSED PARKING FACILITIES: (CRITERIA)
1 Tree Per 2000 SQ. FT. Of Impervious Area
Perimeter Screen Along R-O-W & Adjacent Properties
(3' High Evergreen Hedge)
5% Interior Landscaping Islands
Proposed Parking Area:
1 Tree Per 10 Parking Spaces
PROVIDED:
1 Tree Per 2000 SQ. FT. Of Impervious Area:
(NEW PARKING ONLY)
1,980.00 SQ. FT./2000 = 0.99 => 1 TREE
(Required)
=> 1 TREE (Provided)
Perimeter Screen Along R-O-W & Adjacent Properties:
(3' High Evergreen Hedge) => NOT APPLICABLE
5% Interior Landscaping Islands:
1,980 Sq. Ft. X 5% => 99 Sq. Ft. (Required)
Landscape Islands: =>
360 Sq. Ft. (Provided)
Proposed Parking Area:
1 Tree Per 10 Parking Spaces
11 Parking Spaces/10 => 1.1 TREE (Required)
=> 1 TREE (Provided)
BUFFER: NOT APPLICABLE
ZONING NOTES:
1. EXTERIOR LIGHTING SHALL BE PROVIDED FROM THE EXISTING SITE LIGHTING AND THE
BUILDING -MOUNTED LIGHTS. ALL LIGHTS SHALL BE DIRECTED SO THAT THERE IS NO
GLARE OR ILLUMINATION OFF -SITE.
2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE
PLAN.
3. ONE OUTDOOR DUMPSTER FACILITY IS IN USE AND SHALL REMAIN FOR USE BY THIS
SITE. THIS UNIT SHALL BE USED FOR NORMALLY PRODUCED TRASH AND REFUSE AND
FOOD PRODUCTS.
4. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY EXISTING
ENVIRONMENTAL FEATURE.
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INST #:-04-2233
ZONED: B3
USE: COMMERCIAL &
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DW PAINTER
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ASSY.
ASSEMBLY
B.F.
BASEMENT FLOOR
BLK.
BLOCK
BC
BOTTOM OF CURB
BML
BUILDING MOUNTED LIGHT
BP
BREAK POINT
BSBD.
BASEBOARD
CG-2
VDOT CURB
CG-6
VDOT CURB & GUTTER
CIP
CAST IN PLACE CONCRETE
CL
CLASS
CMF
CONCRETE MONUMENT FOUND
CPP
CORRUGATED POLYETHYLENE PIPE
CMP
CORRUGATED METAL PIPE
CMPA
CORRUGATED METAL PIPE ARCH
CO
CLEAN OUT
DIA.
DIAMETER
DS
DOWNSPOUT
EOP
EDGE OF PAVEMENT
EOG
EDGE OF GRAVEL
EX.
EXISTING
F.F.
FIRST FLOOR
F.F.E.
FINISHED FLOOR ELEVATION
FDC
FIRE DEPARTMENT CONNECTION
FG
FACE OF GUTTER
FH
FIRE HYDRANT
F.L.S.
FIRE LANE SIGN
F.LT.
FLOOD LIGHT
Go.
GAUGE
GM
GAS METER
GV
GAS VALVE or GATE VALVE
HCR
HANDICAP RAMP
HB
HOSE BIB
HDR CURB
6" HEADER CURB
HP
HIGH POINT
HTR.
HEATER
INC
INCREASER
INV
INVERT
IPF
IRON PIPE FOUND
IPS
IRON PIPE SET
LP
LOW POINT
LT.
LIGHT
MLP
METAL LIGHT POLE
MPD
MULTI -PRODUCT DISPENSER
MP
METAL POST
MH
MANHOLE
NDC
NOSE DOWN CURB
N.P.S.
NO PARKING SIGN
NLT
NO LEFT TURN
NRT
NO RIGHT TURN
N.T.S.
NOT TO SCALE
OHE
OVERHEAD ELECTRIC
OHT
OVERHEAD TELEPHONE
PIV
POST INDICATOR VALVE
PL
PROPERTY LINE
PP
POWER POLE
PROP.
PROPOSED
PVMT
PAVEMENT
RCP
REINFORCED CONCRETE PIPE
R.D.
ROOF DRAIN
RED.
REDUCER
R.O.
ROCK OUTCROP
SAN.
SANITARY
SEW.
SEWER
STD.
STANDARD
T.B.D.
TO BE DEMOLISHED
T.B.R.
TO BE REMOVED
T.B.P.
TO BE PRESERVED or PROTECTED
TB or T.B.
THRUST BLOCK
TC
TOP OF CURB
TEL.
TELEPHONE
TRB
TELEPHONE RISER BOX
TVRB
TELEVISION RISER BOX
TYP or TYP.
TYPICAL
UGE
UNDERGROUND ELECTRIC
UGG
UNDERGROUND GAS
UG CATV
UNDERGROUND CABLE T.V.
UGT
UNDERGROUND TELEPHONE
XFMR
ELECTRIC TRANSFORMER
WL
WATERLINE
WM
WATER METER
WPP
WOOD POWER POLE
WTP
WOOD TELEPHONE POLE
wV
WATER VALVE
5'R
RADIUS IN FEET
*00.00
PROPOSED SPOT ELEVATION
x(00.00)
EXISTING SPOT ELEVATION
HATCHING INDICATES REVERSED PITCH
IN THE GUTTER PAN: PITCH TO BE
1/8- PER FOOT. TRANSITION THE GUTTER
OVER A 10' LENGTH (TYP).
LIST OF DRAWINGS:
SHT. 1 /4: COVER SHEET
SHT. 2/4: GENERAL NOTES
SHT. 3/4: SITE LAYOUT PLAN
SHT. 4/4: SANITARY LATERAL & PUMP STATION
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ZONING ADMINISTRATOR DATE
APPROVED
FREDERICK COUNTY, VIRGINIA
SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL
PAINTER-LEWIS, P.L.C.
116 South Stewart Street
Winchester, Virginia 22601
Telephone (540)662-5792
Facsimiie (540)662-5793
Email: office@pointerlewis.com
JOB NO.: 0404014
DECEMBER 15, 2004
SHEET:
1/4
Latest Revision Date: APRIL 11, 2005
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GENERAL NOTES:
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK,
VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH
DISABILITIES ACT, WHERE APPLICABLE.
2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE
COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE.
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-257-7777 AT
LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY
LAND DISTURBING ACTIVITY.
I 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER
THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE
REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE
APPROPRIATE UTILITY COMPANY.
5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR
CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL
BE PRESENT ON THE SITE AT ALL TIMES.
7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PERFORMED BY MARSH & LEGGE,
LAND SURVEYORS, P.L.C. THE FIELD SURVEY PERFORMED TO DETERMINED THE TOPOGRAPHIC INFORMATION HAS
BEEN BASED ON U.S.C. & G.S. DATUM AND A CONTOUR INTERVAL OF ONE (1') FOOT FOR THIS PROJECT.
8. NO SOILS REPORT WAS PREPARED FOR THIS PROJECT.
9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT,
WHERE APPLICABLE.
10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES
WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE.
CONSTRUCTION NOTES:
EROSION AND SEDIMENT CONTROL:
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING
ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH
OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.
2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE
LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES AND THE U.S. ROUTE 11
(MARTINSBURG PIKE) R-O-W.
3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE
CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE
END OF CONSTRUCTION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND
SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT
RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE
REPAIRED OR REPLACED BY THE END OF WORK THAT DAY.
5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT
CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY
EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL
VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED,
REPLANTED, AND MULCHED, AS NEEDED. VEGETATIVE COVER SHALL BE INSTALLED ON A MINIMUM OF 6" OF
TOPSOIL AND SHALL CONFORM TO THE FOLLOWING SPECIFICATION:
SEEDBED PREPARATION:
A. SCARIFY THE TOP 1"-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE BEEN
ACHIEVED.
B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 Ib/1000sf).
SEED TYPE: RATE: MIXTURE:
RELIANT HARD FESCUE 1 ASSEMBLYE???T30 Ib/Ac. 65%
KENTUCKY BLUEGRASS 40 Ib/Ac. 20%
PERENNIAL RYEGRASS 30 Ib/Ac. 15%
SEE SPECIFICATIONS FROM SUPPLIER FOR COMPLETE INFORMATION.
6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION
EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. A TRASH RACK SHALL BE USED AS PART OF THE
CONSTRUCTION ENTRANCE TO HELP IN THE CONTROL OF POTENTIAL MUD GENERATED AS PART OF THE
DEVELOPMENT OF THIS SITE. IF IT IS DETERMINED THAT THIS IS NOT SUFFICIENT, THEN A WASH RACK SHALL
BE INSTALLED, AS NEEDED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND
TO ALLAY DUST AT ALL TIMES. THE EXISTING PAVEMENT SHALL BE USED AS THE CONSTRUCTION ENTRANCE FOR
THIS PROJECT.
EXCAVATION AND GRADING:
1. TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OF ALL OF THE EXISTING
UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES SHALL BE LOWERED OR MOVED TO PROMOTE THE
CONSTRUCTION OF THE PROPOSED DEVELOPMENT.
2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED
MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE.
3. ALL TOPSOIL OR VEGETATIVE COVER SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED OFF -SITE,
IF APPLICABLE, IN THE AREA AS DIRECTED BY THE OWNER'S REPRESENTATIVE FOR FUTURE FINISH GRADING.
4. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE
CONTRACTOR AND APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL
MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO
95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL
ENGINEER.
5. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR
STRUCTURES WITHOUT PERMISSION OF THE OWNER.
6. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM
OF 6" TOPSOIL OBTAINED OFF -SITE, GRADED AND RAKED, PRIOR TO APPLICATION OF
PERMANENT VEGETATIVE COVER.
7. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS
NEEDED.
SANITARY SEWER AND WATER UTILITIES:
1. ALL SANITARY SEWER AND WATER UTILITY CONSTRUCTION SHALL CONFORM TO THESE PLANS AND SHALL
MEET ALL REQUIREMENTS OF THE STANDARDS AND SPECIFICATIONS OF THE FREDERICK COUNTY SANITATION
AUTHORITY (F.C.S.A.).
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY F.C.S.A.
3. THE PROPOSED SEWER SERVICE LATERAL SHALL BE CONSTRUCTED WITH PVC PIPE AND INSTALLED IN
ACCORDANCE WITH THESE PLANS AND THE F.C.S.A. THE SERVICE SHALL BE CONNECTED TO THE EXISTING
SANITARY SEWER PIPING, AS INDICATED ON THE SITE PLAN. ALL WORK SHALL BE COORDINATED WITH THE
F.C.S.A.
4. THE EXISTING WATER SERVICE WILL REMAIN IN SERVICE AND BE USED FOR THE RENOVATED
USES. THE WATER PIPING SHALL BE POLYETHYLENE MATERIAL AND INSTALLED AS SHOWN.
5. THE EXISTING WATER MAIN SHALL BE PROTECTED DURING THE CONSTRUCTION PROCESS AND SHALL REMAIN
IN SERVICE AT ALL TIMES.
6. THE F.C.S.A. MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF ALL WATER METERS.
BEFORE A PERMANENT METER IS SET, THEY REQUIRE THAT; 1) THE FRAME AND COVER SHALL BE PROPERLY
ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER SHALL BE SET TO THE FINAL GRADE
OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR SHALL BE BETWEEN
18"-21 "; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER. IT
IS THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO HAVE THE METER BOX ASSEMBLY INSTALLED
CORRECTLY.
7. 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 AND INSTALL THE METER VAULT ASSEMBLY. THE
AUTHORITY WILL INSTALL THE METER.
d) THE AUTHORITY WILL INSTALL ALL SEWER LATERALS.
8. THE F.C.S.A. SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR AND MAKE
THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY THE COST OF THIS WORK.
9. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
10. THE EXISTING WATER MAINS AND SANITARY SEWER MAINS SHALL BE UNDISTURBED AND REMAIN IN SERVICE
AT ALL TIMES.
STORM WATER MANAGEMENT:
1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE EXISTING STORM SEWER SYSTEMS AND THE
EXISTING DRAINAGE CHANNELS ON THE ADJACENT PROPERTIES. THE STORM WATER RUNOFF FROM THE ON -SITE
IMPROVEMENTS WILL NOT RESULT IN AN INCREASE FROM THE EXISTING CONDITIONS ON -SITE, BECAUSE NO
INCREASE IN IMPERVIOUS AREA WILL RESULT. THE PROPOSED GRADING AND THE EXISTING PIPING SYSTEMS IN
ADDITION TO THE EXISTING SWALES ARE ADEQUATE TO CONVEY THE STORM WATER RUNOFF. THE BUILDING
ELEVATION IS ABOVE THE 100 YEAR FLOOD LEVEL IN THE ADJACENT DRAINAGE CHANNELS.
2. ALL SURFACE WATER SHALL BE CONVEYED TO THE ON -SITE STORM SEWER SYSTEMS BY THE PROPOSED
CURBS AND BY SHEET FLOW, AS INDICATED ON THESE DRAWINGS. ALL DOWNSPOUTS SHALL BE PIPED TO THE
STORM SEWER SYSTEMS.
PAVING AND CONCRETE:
1. THE EXISTING ENTRANCES, MAIN DRIVE AISLES, AND PARKING AREAS SHALL REMAIN AS CURRENTLY INSTALLED.
THE PROPOSED, REAR PARKING FACILITY SHALL RECEIVE THE MINIMUM PAVEMENT SECTION, AS DETAILED ON THE
PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SECTIONS SHALL BE SAW -CUT TO PROVIDE A
SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS.
2. ALL CONCRETE SHALL BE VDOT CLASSIFICATION A-3 CONCRETE. THE CONCRETE CURB AND GUTTER SHALL
CONFORM TO VDOT STANDARD CG-6, CG-6R, AND CG-2, AS APPLICABLE. ALL WORK SHALL BE DONE IN
ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF VDOT
MISCELLANEOUS:
1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK,
VIRGINIA FIRE MARSHAL.
2. ALL BUILDINGS AND ADDITIONS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE
(V.U.S.B.C.) AND SECTION 303, USE GROUP (A) ASSEMBLY (RESTAURANTS) OF THE B.O.C.A NATIONAL BUILDING
CODE, 1996 EDITION (NOTE: IBC 2000 CAN BE UTILIZED THROUGH MODIFICATION).
3. THE MAXIMUM SLOPE ACROSS THE HANDICAPPED PARKING AND UNLOADING AREAS SHALL NOT EXCEED A 2%
GRADE. ALL REQUIRED EGRESS FROM THE BUILDINGS SHALL COMPLY WITH C.A.B.O. A117.1-92. THE LANDINGS
AT THE REAR MAY BE USED AS THE AREA OF REFUGE PROVIDED THAT A MINIMUM OF 4' IS MAINTAINED
BETWEEN THE RAILINGS.
4. THIS SITE AND BUILDINGS RELATED THERETO SHALL BE SUBJECT TO ALL FIRE -RATINGS AND FIRE
SEPARATIONS IN ACCORDANCE WITH SECTION 707 OF THE B.O.C.A. NATIONAL BUILDING CODE.
5. CHAPTER 17 OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION REQUIRES THAT THE STRUCTURAL
PLANS AND ANY SPECIAL INSPECTIONS (SOIL TESTING, CONCRETE, STEEL, ETC.) SHALL BE PERFORMED AND
PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA. ALL RELATED
DOCUMENTATION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR PERMIT AND APPROVAL.
6. A PERMIT SHALL BE REQUIRED FOR THE BUSINESS SIGN AND THE POLE LIGHTS PROPOSED IN THE PARKING
AREA OF THIS SITE.
LANDSCAPE NOTES:
1. THE PROPERTY DELINEATED ON THIS PLAN IS LOCATED IN THE COUNTY OF FREDERICK, VIRGINIA IN THE B-3
ZONING DISTRICT.
2. CONFIRM THE LOCATIONS OF ANY UTILITIES ABOVE OR BELOW GROUND PRIOR TO THE COMMENCEMENT OF
WORK. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT UTILITIES OR ANY OTHER STRUCTURES CONFLICT
WITH THE LAYOUT SHOWN ON THE PLAN.
3. VERIFY THE QUANTITIES SHOWN ON THE PLANT LIST WITH TOTALS INDICATED ON THE PLAN. CONTACT THE
HE EVE THAT
LANDSCAPE ARCHITECT IN T EVENT DISCREPANCIES EXIST. SUPPLY UNIT PRICES TO THE OWNER AT TIME
D SC
OF BIDDING.
4. ALL MATERIALS ARE SUBJECT TO APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE. PROVIDE THE
OWNER WITH A TAG FROM EACH PLANT SPECIES AND A LIST OF THE PLANT SUPPLIERS. WHERE ANY
REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, USE PLANTS WHICH MEET THE NORMAL REQUIREMENTS FOR
THE VARIETY ACCORDING TO THE AMERICAN ASSOCIATION OF NURSERYMEN.
5. PLANTS SHALL BE SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSECT EGGS AND
LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS.
6. SIZES SPECIFIED IN THE PLANT LIST ARE MINIMUM SIZES AGAINST WHICH THE PLANTS WILL BE JUDGED.
FAILURE TO MEET THE MINIMUM SIZE OF ANY PLANT WILL RESULT IN REJECTION OF THAT PLANT.
7. GROUPS OF SHRUBS SHALL BE PLACED IN A CONTINUOUS MULCHED BED WITH SMOOTH, CONTINUOUS EDGES
AS SHOWN ON THE PLAN. ALL MULCHED BEDS SHALL BE CURVILINEAR IN SHAPE FOLLOWING THE CONTOUR OF
THE PLANT MASS. APPLY A MINIMUM OF 4 INCHES OF MULCH UNIFORMLY OVER BEDS. TREES LOCATED WITHIN
FOUR FEET OF ANY SHRUB BED SHALL SHARE THE SAME BED. GRADE FINISHED PLANTING BEDS SO AS NOT TO
IMPEDE SURFACE DRAINAGE.
8. STAKE AND GUY ALL TREES ACCORDING WITH STANDARD PRACTICE AND/OR THE SUPPLIERS
RECOMMENDATIONS. AT A MINIMUM, ALL DECIDUOUS TREES SHALL BE DOUBLE -GUYED WITH 72" HARDWOOD
D
STAKES DRIVEN FIRMLY INTO THE GROUND. SECURE TREE TO STAKES WITH #9 GALVANIZED WIRE GUYS WITH
RUBBER HOSE CONNECTIONS. STAKES SHALL BE 2"x2"x72".
9. USE SHREDDED HARDWOOD BARK MULCH IN ALL PLANTING BEDS.
10. REMOVE ALL TAGS, TWINE AND CONTAINERS FROM INSTALLED PLANTS. ROLL BACK BURLAP ONE THIRD ON
ALL B&B PLANTS.
11. PLANT SUBSTITUTIONS ARE PERMITTED WITH CONSENT FROM THE LANDSCAPE ARCHITECT AND THE PLANNING
DEPARTMENT OF THE COUNTY OF FREDERICK, VIRGINIA.
12. PREPARE THE SOIL IN ALL BEDDING AREAS BY MIXING INTO THE TOP SIX INCHES OF SOIL ONE CUBIC YARD
MANURE, PEAT AND 10-6-4 GRANULAR FERTILIZER PER 100 SQUARE FEET OF AREA. REMOVE ANY TURF, WEEDS
OR OTHER VEGETATION COMPLETELY PRIOR TO INSTALLATION.
13. PLANT ALL MATERIALS IN THEIR APPROPRIATE SEASON. THE CONTRACTOR SHALL GUARANTEE ALL PLANT
MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM TIME OF INSTALLATION.
14. LOCATE TREES A MINIMUM OF 36" AWAY FROM WALLS AND WALKS, IF POSSIBLE.
15. ALL EXISTING PLANT MATERIALS SHALL REMAIN UNLESS OTHERWISE NOTED ON THE SITE PLAN.
Virginia Department of Transportation
Staunton District
Rev. May 1, 2004
VDOT General Notes
V1. All work on this project shall conform to the current editions of and latest revisions to
the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and
Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable
state, federal or local regulations. In case of a discrepancy or conflict between the
Standards or Specifications and Regulations, the most stringent shall govern.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational
Safety & Health VOSH
Safety and Health Administration (OSHA), and Virginia Occupationala y ( )
Rules and Regulations.
V3. When working within VDOT right-of-way, all traffic control, whether permanent or
temporary, shall be in accordance with the current edition of VDOT's Work Area Protection
Manual. Furthermore, all traffic control floggers must be certified in accordance with
Section 104.04(c) of the VDOT Road and Bridge Specifications.
V4 The developer shall be responsible for relocating, at his expense, any and all utilities,
including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private /
public utility companies. It is the sole responsibility of the developer to locate and identify
utility facilities or items that may be in conflict with the proposed construction activity.
VDOT approval of these plans does not indemnify the developer from this responsibility.
V5. Design features relating to field construction, regulations, and control or safety of
traffic may be subject to change as deemed necessary by VDOT. Any additional expense
incurred as a result of any field revision shall be the responsibility of the developer.
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all
necessary VDOT land use permits for any work within VDOT right-of-way.
V7. If required by the local VDOT Residency Office, a pre -construction conference shall be
arranged and held by the engineer and/or developer with the attendance of the contractor,
various County agencies, utility companies and VDOT prior to initiation of work.
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or
cease for any undetermined length of time. VDOT requires and shall receive 48 hours
advance notice prior to any required or requested inspection.
V9. The contractor shall be responsible for maintaining adequate access to the project
from the adjacent public roadway via a construction entrance that is constructed and
maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control
Handbook. Furthermore, access to other properties affected by this project shall be
maintained through construction. The Developer shall have, within the limits of the project,
an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in
Erosion and Sediment Control who shall inspect erosion and siltation control devices and
measures on a continuous basis for proper installation and operation. Deficiencies shall be
promptly rectified.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site
during and at the end of construction.
V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a
minimum thirty-six (36) inches cover and when possible shall be installed under roadway
drainage facilities at conflict points.
V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids,
caves, etc.) encountered during the course of construction shall be immediately brought to
the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate
design can be determined by the engineer and approved by VDOT.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by
a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT
representative shall be present to insure the sample obtained is representative of the
location. When soil samples are submitted to private laboratories for testing, the samples
shall be clearly identified and labeled as belonging to a project to be accepted by VDOT
and that testing shall be performed in accordance with all applicable VDOT standards and
procedures.
V14. All roadway fill, base, subgrade material, and bockfill in utility/storm sewer trenches
shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as
determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for
the full width of any dedicated street right-of-way. At the direction of VDOT, density tests
shall be performed by a qualified independent agency in accordance with VDOT Road and
Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily,
unless specified otherwise.
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these
plans and/or as specified by VDOT.
V16. The installation of any entrances and mailboxes within any dedicated street
right-of-way shall meet VDOT minimum design standards and is the responsibility of the
developer.
V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement
markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an
account receivable basis following the Manual On Uniform Traffic Control Devices.
V18. The developer shall provide the VCOT Residency Office with a list of all material
sources prior to the start of construction. Copies of all invoices for materials utilized within
any dedicated street right-of-way must be provided to the local VDOT Residency Office
prior to acceptances o` the work. Unit and total prices may be obscured.
V19. Aggregate base and subbase materials shall be placed on subgrade by means of a
mechanical spreader. Density will be determined using the density control strip in
accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A
certified compaction technician shall perform these tests. Certified copies of test reports
shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone
depths, a VDOT representative shall be notified and given the opportunity to be present
during the construction and testing of the density control strip.
V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the
VDOT Road and Bridge Specifications. Density shall be determined using the density control
strip as specified in Section 315 and VTM-76. A certified compaction technician shall
perform these tests. Certified copies of test reports shall be submitted to VDOT daily,
unless specified otherwise. A VDOT representative shall be notified and given the opportunity
to be present during the construction and testing of the control strip.
V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36)
inches and larger shall be explored below the bottom of the excavation to determine the
type and condition of the foundation. The contractor shall report findings of foundation
exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs
shall comply with VDOT Road and Bridge Standard P'B-1. Where soft, yielding, or otherwise
unsuitable foundation is encountered, the foundation design and/or need for foundation
stabilization shall be determined by the engineer and approved by VDOT.
V22. Approval of these plans shall expire three (3) years from the date of the approval
letter.
V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans
and/or as specified by VDOT.
V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on
these plans in accordance with VDOT's installation criteria. Final approval of the guardrail
layout to be given by VDOT after grading is mostly complete.
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DIVERSION RIDGE REQUIRED
WHERE GRADE EXCEEDS 2%
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WAY N Z
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FABRIC
FILTER FA B --
SECTION A- A
SEDIMENT BARRIER \
(STRAW BALE TYPE SHOWN) \
SUPPLY WATER TO WASH
WHEELS IF NECESSARY.
NOTE:
USE NDBAGS, STRAW BALES
OR Q HER APPROVED METHODS
TO CHANNELIZE RUNOFF TO BASIN
AS REQUIRED.
FWW
>�t oe
r.
EX. ASPHALT PAVEMENT
}--J SECTION SHALL BE USED.
25' MIN.
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PLAN
NOTES:
1. THE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION THAT WILL PREVENT TRACKING OR
FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -
OF -WAY. THIS MAY REQUIRE TOP DRESSING,
REPAIR AND/OR CLEANOUT OF ANY MEASURES
USED TO TRAP SEDIMENT.
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED
PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY.
3. WHEN WASHING IS 'REQUIRED, IT SHALL BE DONE
ON AN AREA STABILIZED WITH CRUSHED STONE
THAT DRAINS INTO AN APPROVED SEDIMENT TRAP
DEVICE.
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JOB NO.:
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SCALE:
DATE:
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HDCP SYMBOL (WHITE) --
SOLID BLUE BACKGROUND -
HANDICAP PARKING DETAIL
N.T.S.
HANDICAP SIGN
NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO ADA
ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES.
' 8' TYPICAL FOR VAN ACCESSIBLE SPACES &
5' TYPICAL FOR OTHERS.
2. HDCP SIGN MAY BE INSTALLED ON BUILDING,
AS DIRECTED BY OWNER.
CG-6
COMBINATION 6" CURB & GUTTER
N.T.S.
(SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION)
I 2if R .I „
O/y E 200 PSI ROLLED PLASTIC PIPE
(OR EQUAL) N .: , , .: •
INSTALL WITH MINIMUM DEPTH OF
1 BURY = 36" \ '. --
. ..
EE PIPE BEDDING DETAILS ---
EX. TRUCKI / Y�X �. OE
Ie - PARKINGSCREEN D MPSTER AREAIQ
WPP
EX. DUMPSTER AREAPLLCY_'A IL1 � TO REMAIN.
� I I
'� EX. WPP
�" N29356
\` I EX. ASPHALT o PROPOSED E/ONE PUMP STATION a �7
' 4,I MODEL GP 2014 (OR EQUAL)
EX. GRASS AREA INSTALL PER MANUFACTURER EX.
SPECIFICATIONS. '� GRASS AREA ^T
I W r I
ADJUST FINAL LOCATION OF PUMP
STATION AS DIRECTED BY THE f n 1
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II ! Y EPT1C I 'IN
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EX. WPP r.� r�
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P.I.N. 33 A 163 4 WHITE _ I
_ r- -� (TO REMAIN) STRIPES
1.4890 ACRES TYP.
-�
D.B. 544 Pg. 291 4.5'R I r 4.5' I SPHALT REMOVE DAMAGED
1 N 1 PROP. BARKING; AREA N
AREAS AS, NEEDEDIIAND
EXREPI4VE ENTRANCE ASo 6
o! goo.f_SoNEEDED M4TCHING X.(T[3R_
CG-6'PAVEMENT SECTION 5.00�.
T.- .rII •
t I EX. ROLLED C/l
156.10' I
—EX _ ....k AIR 4. 5" PROP. PROP. CONC. WALK 5 �. 0 S
1 R A PHAL T
EX. CONCRETE -\ PROP. _�_ L 46.90' t-40.1 __
EX. EX. I' �rt�.R. ADDITION----48.60' - I I 2� o
o EX LID CONC. N V v
cn 15.961- EX. A. U� , co w f
IILQ FILLER
LID �� EX. \ TRENCH N L1(� a TYP— �` I P. I� II II 0
CANOPY col---16.96 TAINKS o. �\ I In w N I y
PROP. II L k. T.R..-P.) EX. TWO STORY `�' I o z o 0
I I II EX. EX DCP SIGN ' T.A,NK EX. TWO STORY I __ -2 50'-- ( (I Iv o al
3 MP MP INDICATE ; H 1._ STONE &FRAME w �,
I STANDING I STONE &FRAME BLDG. 1 O a i J OW 1I cn I
SPACE \ F PROP. CONVENIENT STORE J PROP. �� URANT o � Q o z
I n - - - 2.5'R K = z rn �2
z n I I EX. ❑ . EX (TYP.) pp AREA: 2351.14 Sq. Ft. o AREA: 1974.65 Sq. Ft. I ``' Q Q I
IIo FUEL I ! EX. I� 7 ; �____ 96,` 3425 FIN. FLOOR ELEV.=201.70 o I I ,�' 1
o 2 PUMPS 2 FUEL '2 , ! FUEL j I ' S R FIN. FLOOR ELEV=201.70 I !
PUMPS PUMPS i I PARKING REQUIRED: 20 Spoces
I� W II PARKING REQUIRED: 12 Spaces . - 1 I
f� II 2.42' 2.83 I I 1
_ __• _ -_.A❑a � Ex. :,PARKING REQUIRED: 35 Spaces - 7 52' I - - -I 12.75' - i i- ; l EX. �
" - ENCLOSED w -�-47 461 I
EX (T - —
II 158.76' _ ____ ENTRY
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MOUNTED I �- I ( i 1 ���;'' 01 n r�
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N. E. CORNER OF p EX. - I - \
EX. WPP i a n�
- - EX. CONC. WALL _ _ N65588 _ f,93'46 00 7Y _ _ _! 305. 45
EX. STONE WALL— CONCRETE MSP
j EX. 0/H ELEC.
9 BENCHMARK
EX. INV. _ - - - -- -- _
EX. INV.= C — _� (196.91) �- 2 NAILS IN POLE — - - �,` !- �''� ".'�. " !-- ` / 1 Ex.
- sroP \
(196.85) EX. 15, CMP O .I ELEV. = 200.00 EX. GRASS 7 ) ( X.-GRASS i ( EX. GRASS) ,i i EX. GRASS �' SIGN
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,•. ♦ CONNECT PRESSURE PIPE TO
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20 0 20
Scale 1 " = 20 ft
I
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EX. WPP 984
N29357
PLANT LIST
0"
HANDICAP SIGN DETAIL
N.T.S.
f-12" x 18" STND.
RESERVED
RESERVED
PARKING
PARKING
--S i D. U-CHANNEL POST
VAN
ACCESSIBLE
PENALTY $100-500
i PENALTY 00-_,00
TOW -AWAY ZOW-AWAY
NE
TO ZONE
VAN
HC
ACCESSIBLE
SIGN
- PROP. GROUND SIGN
2" SM-12.5AL BIT. CONC.
SURFACE COURSE - -- -~-
6" 21-B ------
STONE BASE
COMPACTED SUBGRADE ----
TYPICAL SITE PAVEMENT DETAIL
NOT TO SCALE
CONCRETE DITCH DETAIL
N.T.S.
NEENAH R-4991-FX SOLID TOP __18" METAL PLATES SHALL BE
PERMA-GRIP SURFACE + I �' BOLTED TO CONCRETE BASE.
i
METAL FRAME & ANCHORS
6" CONCRETE TRENCH a a. a A
NOTE:
CONTRACTOR TO REGRADE, SOD
HYDROSEED AND STRAW MULCH
AREAS DISTURBED AS A RESULT
OF THEIR WORK.
(2) UPRIGHT STAKES TO BE USE
TREES UP TO 12' HGT. LARGER
TO BE GUYED.
TREE WRAP MAIN TRUNK ---
RUBBER HOSE - -
2%2" HARDWOOD GUY STAKE -
2 PER TREE
12 GAUGE GALVANIZED
WIRE -DOUBLE STRAND TWISTED
4" MULCH
3" SAUCER AROUND TREE
EXISTING GRADE
SOIL MIX
COMPACTED MOUND TO PREVENT
TREE FROM SETTLING - 6" MIN.
UPRIGHT STAKES EXTENDED TO -
FIRM BEARING
REMOVE TOP 1 /3 OF ALL BURL
ROPE FROM ROOT BALL.
TREE PLANTING
SECTION N.T.S.
MIN
KEY
QTY.
BOTANICAL NAME
COMMON NAME
SIZE
SPACING
REMARKS
RM
2
Acre rubrum
Red Maple
2" cal.
see plans
caliper measured 6" above grade
TO
8
Thuja occidentalis
Eastern Arborvitae
4'-6' Ht
see plans
ball and burlap
ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING
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No 18260
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SURVEY:
C.I .:
MARSH & LEGGE
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DRAWN BY:
JOB NO.:
P-L-PLC.
0404014
SCALE:
DATE:
AS SHOWN
12/15/04
SHEET:
3/4
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\ CONNECT PRESSURE PIPE TO \
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SCREEN DUMPSTER AREA
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F.X. WPC'
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TO REMAIN. EX.
163
291
PROP J
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TRENCH
PROPS
� � If • SIGN ' � , _
IEX. WPP; i O
PROPOSED E ONE PUMP STATION ~� N29356 I 1
W MODEL GP 2014 (OR EQUAL) R
EX. GRASS AREA �I INSTALL PER MANUFACTURER L) EX.'
i
SPECIFICATIONS. GRASS AREA
' I
ADJUST FINAL LOCATION OF PUMP, W I
EX. I STATION AS DIRECTED BY THE k
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EX. EOP ( II
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N
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621)0'
{ PROP. PARKING AREA
OI/O f fijrL1J.� it R j CG-6 ; EX.
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4" WHITE
STRIPES
(TYP.)
9.00'
(TYP.)
I
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48.60'
N A I � N
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N CEO o�
T.B N� ADDITION
cs3 r(TYP��_
--16.96' TANKS L, _
EX (R. R.) EX. TWO STORY
1AN+v EX. TWO STORY ! Tn• r r� it
20 0 20
Scale 1 " = 20 ft
_ _.70.00', I '
REMOVE DAMAGED kSPHALT
t # AREAS AS; NEEDED AND
REPAVE ENTRANCE1AS
NEEDED MATCHING EX. I
PAVCMENT 'SECTION' hj
i co! EX. ROLLED i
iv . ASPHALT 2:5'R I
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The data below show the approximate operating characteristics of the existing F.C.S.A. pump station at Woodbine Road and the proposed E/ONE pump station at the Old Stone Restaurant.
Pump Shutoff Shutoff
Design
Design Max.
Operating
Max. Operating
Start Hyd.
End Hyd.
Discharge
Pump
Label Head (ft) Discharge (gpm)
Head (ft)
Discharge (gpm)
Head (ft)
Discharge (gpm)
Grade (ft)
Grade (ft)
(gpm)
Head (ft)
WOODBINE PUMP 177.33 0.00
133.00
185.00
0.00
370.00
598.94
740.47
166.24
141.53
OLD STONE RESTAURANT PUMP 122.67 0.00
92.00
11.00
0.00
22.00
628.86
703.57
13.76
74.71
The data below show the calculated pressure in the F.C.S.A. force main at the point of connection of the proposed lift
station at the Old Stone Restaurant.
Junction Elevation
Demand
Demand
Hydraulic
Pressure
Label
(ft)
(gpm)
Pattern
Grade (ft)
(psi)
OLD STONE RESTAURANT
624.00
0.00
Fixed
702.91
34.13
FORCE MAIN HIGH POINT
625.50
0.00
Fixed
692.04
28.77
VDOT LIFT STA
620.00
180.00
Fixed
681.16
26.45
PUMP STATION DESIGN AND INSTALLATION
DESIGN CRITERIA
Estimated Daily Flow Maximum:
convenience store with fuel pumps: 10 gpd/vehicle x 100 vehicles = 1,000 gpd
restuarant with on fixed seats: 50 gpd/seat x 30 = 1,500 gpd
apartment with 1 bedroom: 150 gpd/bedroom x 1 = 150 gpd
design flow: 2,750 gpd
estimated peak flow:
bathroom group (1) 0 3.6 WSFU
hose bibs (2) ® 2.0 wsfu
kitchen sink (1) ® 1.4 wsfu
kitchen sink, restaurant (1) ® 4.0 wsfu
lavatory, public (4) ® 2.0 wsfu
water closet, public (6) ® 5.0 wsfu
Total: 51.0 wsfu: from Int. Plumbing Code Table E10113, peak flow 29.1 gpm
SYSTEM COMPONENT DESCRIPTION
A. Piping
Gravity sewer pipe and pressure distribution pipe and fittings called for on the plans shall be SCH 40 ASTM D 1784 with
solvent cement joints assembled in accordance with ASTM D 2855. No bends greater than 45 degrees shall be used in the
gravity sewer line.
The pipe trench bottom should be constructed to provide a firm, stable and uniform support for the full length of the pipe.
Any part of the trench bottom excavated below embedment grade should be backfilled and compacted. Concrete thrust
blocking should be provided at each change of direction of the force main. All pipe shall be installed with proper bedding
providing uniform longitudinal support under the pipe.
Excluding the pressure distribution pipe, all other pipe should be installed by placing the initial backfill material to a minimum
depth of six inches over the top of the pipe and compacted. All pipe embedment material should be selected and placed
carefully, avoiding stones over 1-1/2 inches in size, frozen lumps and debris. Sharp stones should be excluded from the
embedment material.
The distribution lines should be installed using grade boards and/or stakes placed at 10' intervals. Trenches and distribution
lines shall be installed uniformly level. The lines shall have burr free and counter sunk holes placed in a straight line along
the longitudinal axis of the pipe with holes turned down.
B. Pump System
The pump system called for on the plans is the Enviroment One Model GP 2014-93 duplex, grinder pump package. This
system is available from Design Equipment Inc., 804-752-6335. The GP 2014 is a complete unit, including the grinder pump,
check valve, tank, and all necessary controls, ready to connect. Install the system in accordance with the manufacturer
specifications. Provide an audible and visual alarm to work with the high water switch in the system. Install the alarm in a
conspicuous location in the building.
C. Pump Head Calculations
The standard system pump will be adequate to convey the sewage to the proposed point of discharge.
The calculated design head is based on a peak discharge rate of 15 gpm. The design head for the proposed pump is 80
feet. The proposed pump will be a 240 volt, single phase, 1 horse power motor with a 1 1/4" NPT discharge. A master
disconnect switch and manual over -ride switch is required on the pump control box. The alarm is to be wired on a separate
circuit than the pump.
0. D. 18" �--
FINAL BACKFILL
CAREFULLY COMPACTED
SELECT BACKFILL OR
CRUSHED AGGREGATE
CRUSHED AGGREGATE
TYPICAL PIPE BEDDING DETAIL
NOT TO SCALE
MINIMUM DEPTH OF BURY IS 36".
10"
PRESSURE PIPE
24
PLAN
/ 10"
24"JftD
SECTION
PRESSURE PIPE THRUST BLOCK DETAIL
NOT TO SCALE
FORM THRUST BLOCKS WITH MIN. 3000 PSI CONCRETE.
DIMENSIONS SHOW ARE MINIMUMS.
FORM THRUST BLOCKS AGAINST UNDISTURBED EARTH IN TRENCH FOR HORIZONTAL SUPPORT.
ACCESS WAY VENT
STRAIN RELIEF CORD
CONNECTOR
FIELD JOINT, REQUIRED
FOR MODELS TALLER �-
THEN 2014-93
INTERNAL WELL VENT
2.0' DIA.
INLET, GROMMET
TO ACCEPT 4.50' O.D.
PVC PIPE (STANDARD).
DUST COVER SUPPLIED
FOR SHIPMENT (NOT
SUITABLE FOR BURIAL)
40 in
1023 mm
DISCH
{ ALARM
31 in
800 mm
26 in
648 mm ON
96 galJ___ -
OFF
363 L
18 in
445 mm
65 gal
246 L
14 in
343 mm
49 gal
185 L
SEMI -POSITIVE DISPLACEMENT TYPE PUMP
DIRECTLY DRIVEN BY A 1 HP MOTOR
CAPABLE OF DELIVERING 9 gpm AT 138' T.D.H.
(34 Ipm AT 42m T.D.H.)
NOTE: A CONCRETE ANCHOR
IS REQUIRED TO PREVENT THE TANK FROM FLOATING.
SEE INSTALLATION INSTRUCTIONS
OR
SPECIFIC CUT SHEET
FOR SIZE AND WEIGI T OF ANCHOR
WATER TIGHT LID, FRP
DUAL WALL,CORRUGATED
HDPE ACCESSWAY
POWER & ALARM CABLE
�Z,�
12-6 W/GND
ELECTRICAL QUICK DISCONNECT
(EQD)
CORE CONTROL COMPARTMENT
/ BREATHER
DISCHARGE
1 1/4" FNPT
(304 S.S.)
_ QUICK DISCONNECT ASSY.
(304 S.S.)
SS CAST BALL VALVE
1 1/4" DISCHARGE LINE
(304 S.S.)
CHECK VALVE
(GLASS FILLED PVC)
ANTI -SIPHON VALVE
(GLASS FILLED PVC)
HDPE TANK
1/2" NOMINAL WALL THICKNESS
75 GALLON CAPACITY
EACH SIDE OF BAFFLE.
U NSF SA
2UN4 _ 7
GRADE MUST
SLOPE AWAY FROM
STATION
GRADE GRADE
OVER INVERT
OVER J.
DEPTH
DISCH
90.3"
BALLAST
CONTAINMENT
40.3' RING
31.5"
DISCHARGE: 1-1/4 FEMALE INLET: EPW GROMMET FOR
PIPE THREAD 4' DWV PIPE (STANDARD)
¢I 38.8'
NSF CSP
SGS CAH 7/08/02 C 1/16
DR BY CHK'D DATE ISSUE SCALE
BALLAST REQUIREMENTS
A CONCRETE ANCHOR IS REQUIRED
ON ALL MODEL 2014-93 CATION
SPECIFIC CONCRETE DIMENSIONS ARE REQUIRED SYSTEMS
TO ACHIEVE NECESSARY BALLAST EFFECT
MODEL 2014-93
SEE INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS
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1,TH OF
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TN 8260
PMU
IONAL
SURVEY:
C.I.:
MARSH & LEGGE
1'
DRAWN BY:
JOB NO.:
P- L- PLC.
0404014
SCALE:
DATE:
1"=20.0'
12/15/04
SHEET:
4/4
THE OLD STONE RESTAURANT
AND RELATED SITE IMPROVEMENTS
PROJECT:
THE OLD STONE RESTAURANT
OWNER &
RELATED SITE IMPROVEMENTS
DEVELOPER: LAXMI N. KESARI
3425 MARTINSBURG PIKE
11499 WHITE OAK COURT
STONEWALL MAGISTERIAL DISTRICT
HERNDON, VIRGINIA 20170
COUNTY OF FREDERICK, VA
(703) 406-0736
ENGINEER\
PAINTER-LEWIS, P.L.C.
SURVEYOR: MARSH & LEGGE LAND
LANDSCAPE
116 S. STEWART STREET,
SURVEYORS, P.L.C.
ARCHITECT:
WINCHESTER, VIRGINIA 22601
139 N. CAMERON STREET
(540) 662-5792
WINCHESTER, VA. 22601
Contact: TIMOTHY G. PAINTER
(540) 667-0468
Contact: MR. SCOT MARSH
PARCEL INFORMATION:
PROPERTY ID NO.:
33-A-163
SITE AREA:
1.4890 Ac.
ZONING:
BUSINESS AND INDUSTRIAL ZONING DISTRICT
B-3 INDUSTRIAL TRANSITION DISTRICT
PROPOSED USE:
CONVENIENCE STORE & RESTAURANT
PARKING LOT ADDITION
CURRENT USE:
CONVENIENCE STORE & RESTAURANT
ZONING REQUIREMENTS:
DENSITY:
PARCEL COVERAGE MUST NOT EXCEED 75% COVERAGE
(IMPERVIOUS AREAS < 0.75 x 1.4890 Ac.=1.1168 Ac.)
F.A.R. RATIO:
FLOOR AREA TO LOT AREA RATIO (F.A.R.): </=1.0
BUILDING HEIGHT:
35 FT.
SETBACKS:
FRONT:
50 FT. (PRIMARY OR ARTERIAL HIGHWAY)
FRONT:
35 FT. (COLLECTOR OR MINOR STREETS)
REAR:
0 FT.
SIDE:
0 FT.
PARKING:
RESTAURANT:
1 SPACE PER 100 SQ. FT. OF FLOOR AREA
STORE:
1 SPACE PER 200 SQ. FT. OF FLOOR AREA
PARKING REQUIRED:
RESTAURANT:
1,974.65 SO. FT./100 SQ. FT. = 19.75 SPACES
=> 20 SPACES
STORE:
2,351.14 SQ. FT./200 SQ. FT. = 11.76 SPACES
=> 12 SPACES
TOTAL => 32 SPACES
HDCP SPACES:
2 HDCP SPACES REQUIRED
(INCLUDES A MINIMUM OF 1 EA. VAN
ACCESSIBLE SPACE)
PROPOSED DEVELOPMENT:
CONVENIENCE STORE & RESTAURANT
FRONTAGE:
305.45 FT. (MARTINSBURG PIKE)
154.78 FT. (HOPEWELL ROAD)
PARKING PROVIDED:
22 EA. REGULAR PARKING SPACES
14 EA. TRUCK PARKING SPACES
8 EA. STANDING PARKING SPACES
44 PARKING SPACES TOTAL PROVIDED
(INCLUDES 2 EA. VAN ACCESSIBLE HDCP SPACES)
LOT COVERAGE:
BUILDINGS/STRUCTURES: 4,325.79 SQ. FT.
(0.0993 ACRES)
PARKING/DRIVES: 42,001.09 SQ. FT.
CONCRETE WALKS AREAS: 1,685.164SQCFRT.
(0.0387 ACRES)
CONCRETE SLABS: 7,383.82 SQ. FT.
(0.1695 ACRES)
TOTAL IMPERVIOUS AREA: 55,395.86 SQ. FT.
(1.2717 ACRES)
F.A.R.:
F.A.R.: 0.0993 Ac/1.4890 Ac = 0.0666 < 1.0
OPEN SPACE:
1.4890 Ac. 1.2717 AC. = 0.2173 Ac.
(9,464.67 SQ. FT.)
HISTORICALLY NON -CONFORMING: (14.6%)
LANDSCAPING:
PARKING LOT LANDSCAPING:
PARKING AREAS:
PROPOSED PARKING FACILITIES: (CRITERIA)
1 Tree Per 2000 SQ. FT. Of Impervious Area
Perimeter Screen Along R-O-W & Adjacent Properties
(3' High Evergreen Hedge)
5% Interior Landscaping Islands
Proposed Parking Area:
1 Tree Per 10 Parking Spaces
PROVIDED:
1 Tree Per 2000 SQ. FT. Of Impervious Area:
(NEW PARKING ONLY)
1,980.00 SQ. FT./2000 = 0.99 => 1 TREE
(Required)
=> 1 TREE (Provided)
Perimeter Screen Along R-O-W & Adjacent Properties:
(3' High Evergreen Hedge) => NOT APPLICABLE
5% Interior Landscaping Islands:
1,980 Sq. Ft. X 5% => 99 Sq. Ft. (Required)
Landscape Islands: =>
360 Sq. Ft. (Provided)
Proposed Parking Area:
1 Tree Per 10 Parking Spaces
11 Parking Spaces/10 => 1.1 TREE (Required)
=> 1 TREE (Provided)
BUFFER: NOT APPLICABLE
ZONING NOTES:
1. EXTERIOR LIGHTING SHALL BE PROVIDED FROM THE EXISTING SITE LIGHTING AND THE
BUILDING -MOUNTED LIGHTS. ALL LIGHTS SHALL BE DIRECTED SO THAT THERE IS NO
GLARE OR ILLUMINATION OFF -SITE.
2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE
PLAN.
3. ONE OUTDOOR DUMPSTER FACILITY IS IN USE AND SHALL REMAIN FOR USE BY THIS
SITE. THIS UNIT SHALL BE USED FOR NORMALLY PRODUCED TRASH AND REFUSE AND
FOOD PRODUCTS.
4. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY EXISTING
ENVIRONMENTAL FEATURE.
THE 00L� T ERE TA 'AIL"T
4 5 MA' TI PI E
T E ALL A I TE' IAL I T' I I
SNVI kTWYiqq I' I IA
o°
.�D
.mac
y
DONALD R. FAIRMAN
33-A-164F
DB: 908 PG: 338
ZONED: B2
USE: COMMERCIAL &
$ �r� INDUSTRIAL
�C
a �s
•• Jc
SITE --
H°P® l Rc d e _
Rt. 672 .r
Rt. 672
1�a Ington Nr I
aspring ,p tyr°olc
VICINITY MAP 1'° = 2000`
® \ 2 zz HMC LP LLP
\� 33-A-114C
\ 2 INST #:-01-10026
ZONED: RA
USE: AGRICULTURAL/UNDEVELOPED
20-100 ACRES
\ I
\ I
!11Iii I r
CORA ELLEN DICK
3 INST. #-A 02 4116440
ZONED: RA i I i i i f % _....f�l I p�
USE: SINGLE-FAMILY RESIDENTIAL b
P.I.N. 33-A-163 ' o
1.4890 ACRES I RED.B. 544 Pg. 291 ; NE FkCIi,ITY rr~�
ARKIN I I a
° O \ .X1STINCL!- EX I TING !
\ 0 STORY TWO ORT I �� I �•
WILDING BUILDING - ` ►! 'ta I p
fO' i13 �PROPOSED PROPOSED
lol ! j U CONVENIENT RESTAURANT I
_...,I STORE r
13
_ 7 46'00'T 305. 45' i \
J1
MARTINSBURG PIKE - U. S. ROUTE 11
80' 1?/7Y
WILLIAM H. LAWRENCE CLEARBROOK PRESBYTERIAN
33-A-162 CHURCH
DB: 647 PG: 157 33-A-158
ZONED: RA REC. # 27546
USE: COMMERCIAL & ZONED: RA
INDUSTRIAL USE: RELIGIOUS
Sam a" wein =kVII
S. K. ASSOCIATES INC.
33-A-163
INST #:-04-2233
ZONED: B3
USE: COMMERCIAL &
INDUSTRIAL
ASSY.
ASSEMBLY
B.F.
BASEMENT FLOOR
BLK.
BLOCK
BC
BOTTOM OF CURB
BML
BUILDING MOUNTED LIGHT
BP
BREAK POINT
BSBD.
BASEBOARD
CG-2
VDOT CURB
CG-6
VDOT CURB & GUTTER
CIP
CAST IN PLACE CONCRETE
CL
CLASS
CMF
CONCRETE MONUMENT FOUND
CPP
CORRUGATED POLYETHYLENE PIPE
CMP
CORRUGATED METAL PIPE
CMPA
CORRUGATED METAL PIPE ARCH
CO
CLEAN OUT
DIA.
DIAMETER
IDS
DOWNSPOUT
EOP
EDGE OF PAVEMENT
EOG
EDGE OF GRAVEL
EX.
EXISTING
F.F.
FIRST FLOOR
F.F.E.
FINISHED FLOOR ELEVATION
FDC
FIRE DEPARTMENT CONNECTION
FG
FACE OF GUTTER
FH
FIRE HYDRANT
F.L.S.
FIRE LANE SIGN
F.LT.
FLOOD LIGHT
Ga.
GAUGE
GM
GAS METER
GV
GAS VALVE or GATE VALVE
HCR
HANDICAP RAMP
HB
HOSE BIB
HDR CURB
6" HEADER CURB
HP
HIGH POINT
HTR.
HEATER
INC
INCREASER
INV
INVERT
IPF
IRON PIPE FOUND
IPS
IRON PIPE SET
LP
LOW POINT
LT.
LIGHT
MLP
METAL LIGHT POLE
MPD
MULTI -PRODUCT DISPENSER
MP
METAL POST
MH
MANHOLE
NDC
NOSE DOWN CURB
N.P.S.
NO PARKING SIGN
NLT
NO LEFT TURN
NRT
NO RIGHT TURN
N.T.S.
NOT TO SCALE
OHE
OVERHEAD ELECTRIC
OHT
OVERHEAD TELEPHONE
PIV
POST INDICATOR VALVE
PL
PROPERTY LINE
PP
POWER POLE
PROP.
PROPOSED
PVMT
PAVEMENT
RCP
REINFORCED CONCRETE PIPE
R.D.
ROOF DRAIN
RED.
REDUCER
R.O.
ROCK OUTCROP
SAN.
SANITARY
SEW.
SEWER
STD.
STANDARD
T.B.D.
TO BE DEMOLISHED
T.B.R.
TO BE REMOVED
T.B.P.
TO BE PRESERVED or PROTECTED
TB or T.B.
THRUST BLOCK
TC
TOP OF CURB
TEL.
TELEPHONE
TRB
TELEPHONE RISER BOX
TVRB
TELEVISION RISER BOX
TYP or TYP.
TYPICAL
UGE
UNDERGROUND ELECTRIC
UGG
UNDERGROUND GAS
UG CATV
UNDERGROUND CABLE T.V.
UGT
UNDERGROUND TELEPHONE
XFMR
ELECTRIC TRANSFORMER
WL
WATERLINE
WM
WATER METER
WPP
WOOD POWER POLE
WTP
WOOD TELEPHONE POLE
WV
WATER VALVE
5'R
RADIUS IN FEET
*00.00
PROPOSED SPOT ELEVATION
x(00.00) EXISTING SPOT ELEVATION
HATCHING INDICATES REVERSED PITCH
IN THE GUTTER PAN: PITCH TO BE
1/8" PER FOOT. TRANSITION THE GUTTER
OVER A 10' LENGTH (TYP).
LIST OF DRAWINGS:
SHT. 1 /4: COVER SHEET
SHT. 2/4: GENERAL NOTES
SHT. 3/4: SITE LAYOUT PLAN
SHT. 4/4: SANITARY LATERAL & PUMP STATION
J ti
ZONING ADMINISTRA fOR DATE
APPROVED
FREDERICK COUNTY, VIRGINIA
SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL
, PAINTER-LEWIS, P.L.C.
r
MfY q . PAINTER
a
l
OMAL G CONSULTING
ENGINEERS
116 South Stewart Street
Winchester, Virginia 22601
Telephone (540)662-5792
Facsimiie (540)662-5793
Email: office®painterlewis.com
JOB NO.: 0404014
DECEMBER 15, 2004
SHEET:
1 /4
Latest Revision Date: APRIL 11, 2005
GENERAL NOTES:
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK,
VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH
DISABILITIES ACT, WHERE APPLICABLE.
2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE
COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE.
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-257-7777 AT
LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY
LAND DISTURBING ACTIVITY.
INF
ORMATION. HOWEVER
,
A D UPON
THE BEST AVAILABLE
SE 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN B THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE
REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE
APPROPRIATE UTILITY COMPANY.
5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR
CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL
BE PRESENT ON THE SITE AT ALL TIMES.
7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PERFORMED BY MARSH & LEGGE,
LAND SURVEYORS, P.L.C. THE FIELD SURVEY PERFORMED TO DETERMINED THE TOPOGRAPHIC INFORMATION HAS
BEEN BASED ON U.S.C. & G.S. DATUM AND A CONTOUR INTERVAL OF ONE (1') FOOT FOR THIS PROJECT.
8. NO SOILS REPORT WAS PREPARED FOR THIS PROJECT.
9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT,
WHERE APPLICABLE.
10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES
WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE.
CONSTRUCTION NOTES:
EROSION AND SEDIMENT CONTROL:
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING
ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH
OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.
2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE
LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES AND THE U.S. ROUTE 11
(MARTINSBURG PIKE) R-O-W.
3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE
CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE
END OF CONSTRUCTION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND
SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT
RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE
REPAIRED OR REPLACED BY THE END OF WORK THAT DAY.
5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT
CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY
EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL
VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED,
REPLANTED, AND MULCHED, AS NEEDED. VEGETATIVE COVER SHALL BE INSTALLED ON A MINIMUM OF 6" OF
TOPSOIL AND SHALL CONFORM TO THE FOLLOWING SPECIFICATION:
SEEDBED PREPARATION:
A. SCARIFY THE TOP 1"-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE BEEN
ACHIEVED.
B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 Ib/1000sf).
SEED TYPE: RATE: MIXTURE:
RELIANT HARD FESCUE 1 ASSEMBLYE???T30 Ib/Ac. 65%
KENTUCKY BLUEGRASS 40 Ib/Ac. 20%
PERENNIAL RYEGRASS 30 Ib/Ac. 15%
SEE SPECIFICATIONS FROM SUPPLIER FOR COMPLETE INFORMATION.
6. THE CONTRACTOR SHALL PROVIDE Q V E ADEQUATE
ATE MEANS OF CLEANING TRUCKS AND OTHER CO
NSTRUCTION
EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. A TRASH RACK SHALL BE USED AS PART OF THE
CONSTRUCTION ENTRANCE TO HELP IN THE CONTROL OF POTENTIAL MUD GENERATED AS PART OF THE
DEVELOPMENT OF THIS SITE. IF IT IS DETERMINED THAT THIS IS NOT SUFFICIENT, THEN A WASH RACK SHALL
BE INSTALLED, AS NEEDED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND
TO ALLAY DUST AT ALL TIMES. THE EXISTING PAVEMENT SHALL BE USED AS THE CONSTRUCTION ENTRANCE FOR
THIS PROJECT.
EXCAVATION AND GRADING:
1. TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OF ALL OF THE EXISTING
UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES SHALL BE LOWERED OR MOVED TO PROMOTE THE
CONSTRUCTION OF THE PROPOSED DEVELOPMENT.
2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED
MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE.
3. ALL TOPSOIL OR VEGETATIVE COVER SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED OFF -SITE,
IF APPLICABLE, IN THE AREA AS DIRECTED BY THE OWNER'S REPRESENTATIVE FOR FUTURE FINISH GRADING.
4. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE
CONTRACTOR AND APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL
MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO
95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL
ENGINEER.
5. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR
STRUCTURES WITHOUT PERMISSION OF THE OWNER.
6. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM
OF 6" TOPSOIL OBTAINED OFF -SITE, GRADED AND RAKED, PRIOR TO APPLICATION OF
PERMANENT VEGETATIVE COVER.
7. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS
NEEDED.
SANITARY SEWER AND WATER UTILITIES:
1. ALL SANITARY SEWER AND WATER UTILITY CONSTRUCTION SHALL CONFORM TO THESE PLANS AND SHALL
MEET ALL REQUIREMENTS OF THE STANDARDS AND SPECIFICATIONS OF THE FREDERICK COUNTY SANITATION
AUTHORITY (F.C.S.A.).
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY F.C.S.A.
3. THE PROPOSED SEWER SERVICE LATERAL SHALL BE CONSTRUCTED WITH PVC PIPE AND INSTALLED IN
ACCORDANCE WITH THESE PLANS AND THE F.C.S.A. THE SERVICE SHALL BE CONNECTED TO THE EXISTING
SANITARY SEWER PIPING, AS INDICATED ON THE SITE PLAN. ALL WORK SHALL BE COORDINATED WITH THE
F.C.S.A.
4. THE EXISTING WATER SERVICE WILL REMAIN IN SERVICE AND BE USED FOR THE RENOVATED
USES. THE WATER PIPING SHALL BE POLYETHYLENE MATERIAL AND INSTALLED AS SHOWN.
5. THE EXISTING WATER MAIN SHALL BE PROTECTED DURING THE CONSTRUCTION PROCESS AND SHALL REMAIN
IN SERVICE AT ALL TIMES.
6. THE F.C.S.A. MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF ALL WATER METERS.
BEFORE A PERMANENT METER IS SET, THEY REQUIRE THAT; 1) THE FRAME AND COVER SHALL BE PROPERLY
ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER SHALL BE SET TO THE FINAL GRADE
OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR SHALL BE BETWEEN
18"-21 "; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER. IT
IS THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO HAVE THE METER BOX ASSEMBLY INSTALLED
CORRECTLY.
7. 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 AND INSTALL THE METER VAULT ASSEMBLY. THE
AUTHORITY WILL INSTALL THE METER.
d) THE AUTHORITY WILL INSTALL ALL SEWER LATERALS.
8. THE F.C.S.A. SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR AND MAKE
THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY THE COST OF THIS WORK.
9. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
10. THE EXISTING WATER MAINS AND SANITARY SEWER MAINS SHALL BE UNDISTURBED AND REMAIN IN SERVICE
AT ALL TIMES.
e
STORM WATER MANAGEMENT:
1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE EXISTING STORM SEWER SYSTEMS AND THE
EXISTING DRAINAGE CHANNELS ON THE ADJACENT PROPERTIES. THE STORM WATER RUNOFF FROM THE ON -SITE
IMPROVEMENTS WILL NOT RESULT IN AN INCREASE FROM THE EXISTING CONDITIONS ON -SITE, BECAUSE NO
INCREASE IN IMPERVIOUS AREA WILL RESULT. THE PROPOSED GRADING AND THE EXISTING PIPING SYSTEMS IN
ADDITION TO THE EXISTING SWALES ARE ADEQUATE TO CONVEY THE STORM WATER RUNOFF. THE BUILDING
ELEVATION IS ABOVE THE 100 YEAR FLOOD LEVEL IN THE ADJACENT DRAINAGE CHANNELS.
2. ALL SURFACE WATER SHALL BE CONVEYED TO THE ON -SITE SSEWER SYSTEMS BY THE PROPOSED
CURBS AND BY SHEET FLOW, AS INDICATED ON THESE DRAWINGS. ALL DOWNSPOUTS SHALL BE PIPED TO THE
STORM SEWER SYSTEMS.
PAVING AND CONCRETE:
H
1. THE EXISTING ENTRANCES, MAIN DRIVE AISLES, AND PARKING AREAS SHALL REMAIN AS CURRENTLY INSTALLED.
THE PROPOSED, REAR PARKING FACILITY SHALL RECEIVE THE MINIMUM PAVEMENT SECTION, AS DETAILED ON THE
PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SECTIONS SHALL BE SAW -CUT TO PROVIDE A
SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS.
2. ALL CONCRETE SHALL BE VDOT CLASSIFICATION A-3 CONCRETE. THE CONCRETE CURB AND GUTTER SHALL
CONFORM TO VDOT STANDARD CG-6, CG-6R, AND CG-2, AS APPLICABLE. ALL WORK SHALL BE DONE IN
ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF VDOT
MISCELLANEOUS:
1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK,
VIRGINIA FIRE MARSHAL.
2. ALL BUILDINGS AND ADDITIONS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE
(V.U.S.B.C.) AND SECTION 303, USE GROUP (A) ASSEMBLY (RESTAURANTS) OF THE B.O.C.A NATIONAL BUILDING
CODE, 1996 EDITION (NOTE: IBC 2000 CAN BE UTILIZED THROUGH MODIFICATION).
3. THE MAXIMUM SLOPE ACROSS THE HANDICAPPED PARKING AND UNLOADING AREAS SHALL NOT EXCEED A 2%
GRADE. ALL REQUIRED EGRESS FROM THE BUILDINGS SHALL COMPLY WITH C.A.B.O. A117.1-92. THE LANDINGS
AT THE REAR MAY BE USED AS THE AREA OF REFUGE PROVIDED THAT A MINIMUM OF 4' IS MAINTAINED
BETWEEN THE RAILINGS.
4. THIS SITE AND BUILDINGS RELATED THERETO SHALL BE SUBJECT TO ALL FIRE -RATINGS AND FIRE
SEPARATIONS IN ACCORDANCE WITH SECTION 707 OF THE B.O.C.A. NATIONAL BUILDING CODE.
5. CHAPTER 17 OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION REQUIRES THAT THE STRUCTURAL
PLANS AND ANY SPECIAL INSPECTIONS (SOIL TESTING, CONCRETE, STEEL, ETC.) SHALL BE PERFORMED AND
PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA. ALL RELATED
DOCUMENTATION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR PERMIT AND APPROVAL.
6. A PERMIT SHALL BE REQUIRED FOR THE BUSINESS SIGN AND THE POLE LIGHTS PROPOSED IN THE PARKING
AREA OF THIS SITE.
LANDSCAPE NOTES:
1. THE PROPERTY DELINEATED ON THIS PLAN IS LOCATED IN THE COUNTY OF FREDERICK, VIRGINIA IN THE B-3
ZONING DISTRICT.
2. CONFIRM THE LOCATIONS OF ANY UTILITIES ABOVE OR BELOW GROUND PRIOR TO THE COMMENCEMENT OF
WORK. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT UTILITIES OR ANY OTHER STRUCTURES CONFLICT
WITH THE LAYOUT SHOWN ON THE PLAN.
3. VERIFY THE QUANTITIES SHOWN ON THE PLANT LIST WITH TOTALS INDICATED ON THE PLAN. CONTACT THE
LANDSCAPE ARCHITECT IN THE EVENT THAT DISCREPANCIES EXIST. SUPPLY UNIT PRICES TO THE OWNER AT TIME
OF BIDDING.
4. ALL MATERIALS ARE SUBJECT TO APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE. PROVIDE THE
OWNER WITH A TAG FROM EACH PLANT SPECIES AND A LIST OF THE PLANT SUPPLIERS. WHERE ANY
REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, USE PLANTS WHICH MEET THE NORMAL REQUIREMENTS FOR
THE VARIETY ACCORDING TO THE AMERICAN ASSOCIATION OF NURSERYMEN.
5. PLANTS SHALL BE SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSECT EGGS AND
LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS.
6. SIZES SPECIFIED IN THE PLANT LIST ARE MINIMUM SIZES AGAINST WHICH THE PLANTS WILL BE JUDGED.
FAILURE TO MEET THE MINIMUM SIZE OF ANY PLANT WILL RESULT IN REJECTION OF THAT PLANT.
7. GROUPS OF SHRUBS SHALL BE PLACED IN A CONTINUOUS MULCHED BED WITH SMOOTH, CONTINUOUS EDGES
AS SHOWN ON THE PLAN. ALL MULCHED BEDS SHALL BE CURVILINEAR IN SHAPE FOLLOWING THE CONTOUR OF
THE PLANT MASS. APPLY A MINIMUM OF 4 INCHES OF MULCH UNIFORMLY OVER BEDS. TREES LOCATED WITHIN
FOUR FEET OF ANY SHRUB BED SHALL SHARE THE SAME BED. GRADE FINISHED PLANTING BEDS SO AS NOT TO
IMPEDE SURFACE DRAINAGE.
8. STAKE AND GUY ALL TREES ACCORDING WITH STANDARD PRACTICE AND/OR THE SUPPLIERS
RECOMMENDATIONS. AT A MINIMUM, ALL DECIDUOUS TREES SHALL BE DOUBLE -GUYED WITH 72" HARDWOOD
STAKES DRIVEN FIRMLY INTO THE GROUND. SECURE TREE TO STAKES WITH #9 GALVANIZED WIRE GUYS WITH
RUBBER HOSE CONNECTIONS. STAKES SHALL BE 2"x2"x72".
9. USE SHREDDED HARDWOOD BARK MULCH IN ALL PLANTING BEDS.
10. REMOVE ALL TAGS, TWINE AND CONTAINERS FROM INSTALLED PLANTS. ROLL BACK BURLAP ONE THIRD ON
ALL B&B PLANTS.
11. PLANT SUBSTITUTIONS ARE PERMITTED WITH CONSENT FROM THE LANDSCAPE ARCHITECT AND THE PLANNING
DEPARTMENT OF THE COUNTY OF FREDERICK, VIRGINIA.
12. PREPARE THE SOIL IN ALL BEDDING AREAS BY MIXING INTO THE TOP SIX INCHES OF SOIL ONE CUBIC YARD
MANURE, PEAT AND 10-6-4 GRANULAR FERTILIZER PER 100 SQUARE FEET OF AREA. REMOVE ANY TURF, WEEDS
OR OTHER VEGETATION COMPLETELY PRIOR TO INSTALLATION.
13. PLANT ALL MATERIALS IN THEIR APPROPRIATE SEASON. THE CONTRACTOR SHALL GUARANTEE ALL PLANT
MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM TIME OF INSTALLATION.
14. LOCATE TREES A MINIMUM OF 36" AWAY FROM WALLS AND WALKS, IF POSSIBLE.
15. ALL EXISTING PLANT MATERIALS SHALL REMAIN UNLESS OTHERWISE NOTED ON THE SITE PLAN.
Virginia Department of Transportation
Staunton District
Rev. May 1, 2004
VDOT General Notes
Vt . All work on this project shall conform to the current editions of and latest revisions to
the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and
Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable
state, federal or local regulations. In case of a discrepancy or conflict between the
Standards or Specifications and Regulations, the most stringent shall govern.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational
Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH)
Rules and Regulations.
V3. When working within VDOT right-of-way, all traffic control, whether permanent or
temporary, shall be in accordance with the current edition of VDOT's Work Area Protection
Manual. Furthermore, all traffic control flaggers must be certified in accordance with
Section 104.04(c) of the VDOT Road and Bridge Specifications.
V4 The developer shall be responsible for relocating, at his expense, any and all utilities,
including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private /
public utility companies. It is the sole responsibility of the developer to locate and identify
utility facilities or items that may be in conflict with the proposed construction activity.
VDOT approval of these plans does not indemnify the developer from this responsibility.
V5. Design features relating to field construction, regulations, and control or safety of
traffic may be subject to change as deemed necessary by VDOT. Any additional expense
incurred as a result of any field revision shall be the responsibility of the developer.
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all
necessary VDOT land use permits for any work within VDOT right-of-way.
V7. If required by the local VDOT Residency Office, a pre -construction conference shall be
arranged and held by the engineer and/or developer with the attendance of the contractor,
various County agencies, utility companies and VDOT prior to initiation of work.
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or
cease for any undetermined length of time. VDOT requires and shall receive 48 hours
advance notice prior to any required or requested inspection.
V9. The contractor shall be responsible for maintaining adequate access to the project
from the adjacent public roadway via a construction entrance that is constructed and
maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control
Handbook. Furthermore, access to other properties affected by this project shall be
maintained through construction. The Developer shall have, within the limits of the project,
an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in
Erosion and Sediment Control who shall inspect erosion aind siltation control devices and
measures on a continuous basis for proper installation and operation. Deficiencies shall be
promptly rectified.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site
during and at the end of construction.
V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a
minimum thirty-six (36) inches cover and when possible shall be installed under roadway
drainage facilities at conflict points.
V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids,
caves, etc.) encountered during the course of construction shall be immediately brought to
the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate
design can be determined by the engineer and approved by VDOT.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by
a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT
representative shall be present to insure the sample obtained is representative of the
location. When soil samples are submitted to private laboratories for testing, the samples
shall be clearly identified and labeled as belonging to a Iproject to be accepted by VDOT
and that testing shall be performed in accordance with all applicable VDOT standards and
procedures.
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches
shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as
determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for
the full width of any dedicated street right-of-way. At the direction of VDOT, density tests
shall be performed by a qualified independent agency in accordance with VDOT Road and
Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily,
unless specified otherwise.
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these
plans and/or as specified by VDOT.
V16. The installation of any entrances and mailboxes within any dedicated street
right-of-way shall meet VDOT minimum design standards and is the responsibility of the
developer.
V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement
markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an
account receivable basis following the Manual On Uniform Traffic Control Devices.
V18. The developer shall provide the VDOT Residency Office with a list of all material
sources prior to the start of construction. Copies of all invoices for materials utilized within
any dedicated street right-of-way must be provided to the local VDOT Residency Office
prior to acceptance of the work. Unit and total prices may be obscured.
V19. Aggregate base and subbase materials sholl be placed on subgrade by means of a
mechanical spreader. Density will be determined using the density control strip in
accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A
certified compaction technician shall perform these tests. Certified copies of test reports
shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone
depths, a VDOT representative shall be notified and given the opportunity to be present
during the construction and testing of the density control strip.
V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the
VDOT Road and Bridge Specifications. Density shall be determined using the density control
strip as specified in Section 315 and VTM-76. A certified compaction technician shall
perform these tests. Certified copies of test reports shalll be submitted to VDOT daily,
unless specified otherwise. A VDOT representative shall be; notified and given the opportunity
to be present during the construction and testing of the control strip.
V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36)
inches and larger shall be explored below the bottom of the excavation to determine the
type and condition of the foundation. The contractor shalll report findings of foundation
exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs
shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise
unsuitable foundation is encountered, the foundation design and/or need for foundation
stabilization shall be determined by the engineer and approved by VDOT.
V22. Approval of these plans shall expire three (3) years from the date of the approval
letter.
V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans
and/or as specified by VDOT.
V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on
these plans in accordance with VDOT's installation criteria. Final approval of the guardrail
layout to be given by VDOT after grading is mostly complete.
DIVERSION RIDGE REQUIRED
WHERE GRADE EXCEEDS 2%
SEDIMENT BARRIER --
(STRAW BALE TYPE SHOWN) \
SUPPLY WATER TO WASH
WHEELS IF NECESSARY.
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USE?AANDBAGS, STRAW BALES
ORHER APPROVED METHODS
TO ANNELIZE RUNOFF TO BASIN
AS /REQUIRED.
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EX. ASPHALT PAVEMENT a
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PLAN
NOTES:
1. THE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION THAT WILL PREVENT TRACKING OR
FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -
OF -WAY. THIS MAY REQUIRE TOP DRESSING,
REPAIR AND/OR CLEANOUT OF ANY MEASURES
USED TO TRAP SEDIMENT.
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED
PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY.
3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE
ON AN AREA STABILIZED WITH CRUSHED STONE
THAT DRAINS INTO AN APPROVED SEDIMENT TRAP
DEVICE.
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C.I.:
MARSH & LEGGE
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DRAWN BY:
JOB NO.:
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0404014
SCALE:
DATE:
N/A
12/15/04
SHEET: 2/4
20
HDCP SYMBOL (WHITE)
SOLID BLUE BACKGROUND
HANDICAP PARKING DETAIL
-n N.T.S.
NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO ADA
ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES.
• 8' TYPICAL FOR VAN ACCESSIBLE SPACES &
5' TYPICAL FOR OTHERS.
2. HDCP SIGN MAY BE INSTALLED ON BUILDING,
AS DIRECTED BY OWNER.
CG-6
COMBINATION 6" CURB & GUTTER
N.T.S.
(SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION)
2'fR
200 PSI ROLLED PLASTIC PIPE"
�C. I (OR EQUAL) I
-
INSTALL WITH MINIMUM DEPTH OF I I I
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STATION AS DIRECTED BY THE ;I
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EX EX CONCRETE _� I --48.60' 2
PROP. i __. _... � ___ _._. 46.C30` _ _
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A4P!- INDICATE �! STONE & FRAME f mil(' (� m �.
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I EX. ❑ (TYP.) ❑ I AREA: 2351.14 Sq. Ft. o o x = Z `" I
Io FUEL EX. n EX. __ ,{I 3425 AREA: 1974.65 Sq. Ft. I I i 2.5`R w cn a a oo O
IIc� 2 PUMPS 2 FUEL ,!2', FUEL j i 75 96 FIN. FLOOR ELEV.=201.70 FIN. FLOOR ELEV.=201.70
PUMPS 0 PUMPS PARKING REQUIRED: 20 Spoces a { 2 ' I
-o PARKING REQUIRED: 12 Spaces I 2 42' 2.83' b
❑ I EX. _,PARKING REQUIRED: 35 Spoces
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—fIfI MEPX. - 112.75 -i !-__ELEX.47 4658.76' ENIRY '�1Q.00'. 'o1 . . 10.00'_- 5OrA
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EX. EX. o - o x I
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EX \ q tvq HDCP SIGN f i .4
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EX INV. _ - - - -._
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196.85 EX. 15" CUP O
( ) I ELEV. = 200.00 EX. GRASS �I EX. GRASS EX. GRASS ,/ I STOP
F.= , -- / I� _ J I EX. GRASSS� // i SIGN
--
EX. CG-7 EX. CG-7
EX. CG-7 EX. CG-7 EX. CG-7
0 20
Scale 1 " = 20 ft
qA
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EX. 270 FORCE
SEWER LA TERAL
EX. INV. =
(200.53)
15' R / ^�
EX. INV.
(199.75)
EX. WPP
CONNECT PRESSURE PIPE TO
! EXISTING SANITARY LATERAL
Af
RTINSBURG PIKE' - U. S. BO= 11
JI
EX. WPP EX. WPP
N29357 984
PLANT LIST
HANDICAP SIGN DETAIL
N.T.S.
--12" x 18" STND.
1V7,U) (n'�
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2" SM-12.5AL BIT. CONC.
SURFACE COURSE
6" 21-B - ---- -
STONE BASE
COMPACTED SUBGRADE -
TYPICAL SITE PAVEMENT DETAIL
NOT TO SCALE
CONCRETE DITCH DETAIL
N.T.S.
20:,
NEENAH R-4991-FX SOLID TOP -- -�
PERMA-GRIP SURFACE
. � IIIIJIJIlld�II ;; - �
METAL FRAME & ANCHORS ---
6" CONCRETE TRENCH a
NOTE:
CONTRACTOR TO REGR
HYDROSEED AND STRA
AREAS DISTURBED AS
OF THEIR WORK.
(2) UPRIGHT STAKES -
TREES UP TO 12' HGI
TO BE GUYED.
TREE WRAP MAIN TRUI
RUBBER HOSE --
2"x2" HARDWOOD GUY
2 PER TREE
12 GAUGE GALVANIZED
WIRE -DOUBLE STRAND
4" MULCH - -
3" SAUCER AROUND Tf
EXISTING GRADE -
SOIL MIX
COMPACTED MOUND TC
TREE FROM SETTLING
UPRIGHT STAKES EXTEI
FIRM BEARING
REMOVE TOP 113 OF
ROPE FROM ROOT BAL
TREE PLANTING
SECTION N.T.S.
METAL PLATES SHALL BE
BOLTED TO CONCRETE BASE.
M!^,
KEY
QTY.
BOTANICAL NAME
COMMON NAME
SIZE
`.SPACING
REMARKS
RM
2
Acre rubrum
Red Maple
2" cal.
see plans
caliper measured 6" above grade
TO
8
Thuja occidentalis
Eastern Arborvitae
4'-6' Ht
see plans
ball and burlap
ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING
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OF D06,
o TwT. PAMIIER a No
No 18260
5
SSI0NA1,
SURVEY:
MARSH & LEGGE
1'
DRAWN BY:
JOB NO.:
P-L-PLC.
0404014
SCALE:
DATE:
AS SHOWN
12/15/04
SHEET:
3/4
UI U
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EX. 270 FORCE
SEWER LATERAL
EX. IN V. = I
\ (200.53)
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15'R
EX. INV. _\
(199.75) \ ��
CONNECT PRESSURE PIPE TO \
EXISTING SANITARY LATERAL - 7
200 PSI ROLLED PLASTIC PIPE
(OR EQUAL)
INSTALL WITH MINIMUM DEPTH OF I
BURY = 36" \ I
EE PIPE BEDDING DETAILSic
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SCREEN DUMPSTER .AREA i
AS SHOWN.
f I !', TO BE EX. DUMPSTER AREA f
I�Cv Rf_tOCA7T,1 I TO REMAIN. EX.
1 I
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-163 00 �EX. ASPHALT 4" WHITE (TO REMAIN) STRIPES
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291 4.5'R 1 PROP. PARKING AREA 9.00' - b
(TYP.) ' I REMOVE DAMAGED kSPHALT y
o I EX ( EX. AREAS A NEEDED AND
IREP}4VE E TRANCEiAS hj
" Oo r FUEL i STRIPE o NEEtDED Iv4TCHING X. •
20 / P�1A1P I (T'&R.) PAV�WENT iSECTION J
CG�6 EX. 'i
I ` I i. EX. 1POLLED
i PROP. CONC. WALK 5. Oi. ASPHALT I
,� AIR 4. 5 PROP. 1 2.5 R h
PROP. ;` -._ 46,9(:r .--._48.60' ry _ 0.12'' �'....'_.._ Q-UJ
(, B.R1. ADDITION FX.A -�M _ I I W
ti -
TRENCH N 15.9 � �jYp1 �'` PROPANE +.J (rBI. - L4 III I 1' UJ
co--16.96' p -`-t- �I TAAW') w 4 I W
PROP. EX. �'""1 EX. TWO STORY "' I I `i - Z o I Q
rAN - i EX. TWO STORY '` !� 0 w
20 0 20 60
Scale 1 " = 20 ft
I
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1"SEEPY77C
PROPOSED E/ONE PUMP STATION
MODEL GP 2014 (OR EQUAL)
EX. GRASS AREA INSTALL PER MANUFACTURERSPECIFICATIONS.
ADJUST FINAL LOCATION OF PUMPE�. STATION AS DIRECTED BY THESE C OWNER & FIELD FIT AS REQ'D
TANK
(T.fs.k',)
TANK /
'BR
'-A
The data below show the approximate operating characteristics of the existing F.C.S.A. pump station at Woodbine Road and the proposed E/ONE pump station at the Old Stone Restaurant.
Pump Shutoff Shutoff
Design
Design Max.
Operating Max. Operating
Start Hyd.
End Hyd.
Discharge
Pump
Label Head (ft) Discharge (gpm)
Head (ft)
Discharge (gpm)
Head (ft) Discharge (gpm)
Grade (ft)
Grade (ft)
(gpm)
Head (ft)
WOODBINE PUMP 177.33 0.00
133.00
185.00
0.00 370.00
598.94
740.47
166.24
141.53
OLD STONE RESTAURANT PUMP 122.67 0.00
92.00
11.00
0.00 22.00
628.86
703.57
13.76
74.71
The data below show the calculated pressure in the F.C.S.A. force main at the point of connection of the proposed lift
station at the Old
Stone Restaurant.
Junction
Elevation
Demand
Demand
Hydraulic
Pressure
Label
(ft)
(gpm)
Pattern
Grade (ft)
(psi)
OLD STONE RESTAURANT
624.00
0.00
Fixed
702.91
34.13
FORCE MAIN HIGH
POINT 625.50
0.00
Fixed
692.04
28.77
VDOT LIFT STA
620.00
180.00
Fixed
681.16
26.45
PUMP STATION DESIGN AND INSTALLATION
DESIGN CRITERIA
Estimated Daily Flow Maximum:
convenience store with fuel pumps: 10 gpd/vehicle x 100 vehicles = 1,000 gpd
restuarant with on fixed seats: 50 gpd/seat x 30 = 1,500 gpd
apartment with 1 bedroom: 150 gpd/bedroom x 1 = 150 gpd
design flow: 2,750 gpd
estimated peak flow:
bathroom group (1) 0 3.6 WSFU
hose bibs (2) ® 2.0 wsfu
kitchen sink (1) 0 1.4 wsfu
kitchen sink, restaurant (1) 0 4.0 wsfu
lavatory, public (4) ® 2.0 wsfu
water closet, public (6) 0 5.0 wsfu
Total: 51.0 wsfu: from Int. Plumbing Code Table E101B, peak flow = 29.1 gpm
SYSTEM COMPONENT DESCRIPTION
A. Piping
Gravity sewer pipe and pressure distribution pipe and fittings called for on the plans shall be SCH 40 ASTM D 1784 with
solvent cement joints assembled in accordance with ASTM D 2855. No bends greater than 45 degrees shall be used in the
gravity sewer line.
The pipe trench bottom should be constructed to provide a firm, stable and uniform support for the full length of the pipe.
Any part of the trench bottom excavated below embedment grade should be backfilled and compacted. Concrete thrust
blocking should be provided at each change of direction of the force main. All pipe shall be installed with proper bedding
providing uniform longitudinal support under the pipe.
Excluding the pressure distribution pipe, all other pipe should be installed by placing the initial backfill material to a minimum
depth of six inches over the top of the pipe and compacted. All pipe embedment material should be selected and placed
carefully, avoiding stones over 1-1/2 inches in size, frozen lumps and debris. Sharp stones should be excluded from the
embedment material.
The distribution lines should be installed using grade boards and/or stakes placed at 10' intervals. Trenches and distribution
lines shall be installed uniformly level. The lines shall have burr free and counter sunk holes placed in a straight line along
the longitudinal axis of the pipe with holes turned down.
B. Pump System
The pump system called for on the plans is the Enviroment One Model GP 2014-93 duplex, grinder pump package. This
system is available from Design Equipment Inc., 804-752-6335. The GP 2014 is a complete unit, including the grinder pump,
check valve, tank, and all necessary controls, ready to connect. Install the system in accordance with the manufacturer
specifications. Provide an audible and visual alarm to work with the high water switch in the system. Install the alarm in a
conspicuous location in the building.
C. Pump Head Calculations
The standard system pump will be adequate to convey the sewage to the proposed point of discharge.
The calculated design head is based on a peak discharge rate of 15 gpm. The design head for the proposed pump is 80
feet. The proposed pump will be a 240 volt, single phase, 1 horse power motor with a 1 1/4" NPT discharge. A master
disconnect switch and manual over -ride switch is required on the pump control box. The alarm is to be wired on a separate
circuit than the pump.
--� O.D.-18"
FINAL BACKFILL
CAREFULLY COMPACTED
SELECT BACKFILL OR
CRUSHED AGGREGATE
CRUSHED AGGREGATE
TYPICAL PIPE BEDDING DETAIL
NOT TO SCALE
MINIMUM DEPTH OF BURY IS 36".
PRESSURE PIPE
24
PLAN
10"
2 4"
SECTION
N
PRESSURE PIPE THRUST BLOCK DETAIL
NOT TO SCALE
FORM THRUST BLOCKS WITH MIN. 3000 PSI CONCRETE.
DIMENSIONS SHOW ARE MINIMUMS.
FORM THRUST BLOCKS AGAINST UNDISTURBED EARTH IN TRENCH FOR HORIZONTAL SUPPORT
ACCESS WAY VENT
STRAIN RELIEF CORD
CONNECTOR
FIELD JOINT, REQUIRED
FOR MODELS TALLER _40-
THEN 2014-93
INTERNAL WELL VENT
2.0" DIA.
INLET, GROMMET
TO ACCEPT 4.50' O.D.
PVC PIPE (STANDARD).
DUST COVER SUPPLIED
FOR SHIPMENT (NOT
SUITABLE FOR BURIAL)
40 in
1023 mm
DISCH
I ALARM
31 in
800 mm
26 in ON
648 mm _
96 gal OFF
363 L
18 in
445 mm
65 gal
246 L
14 in
343 mm
49 gal
185 L
SEMI -POSITIVE DISPLACEMENT TYPE PUMP
DIRECTLY DRIVEN BY A 1 HP MOTOR
CAPABLE OF DELIVERING 9 9pm AT 138' T.D.H.
(34 Ipm AT 42m T.D.H.)
NOTE* A CONCRETE ANCHOR
IS REQUIRED TO PREVENT THE TANK FROM FLOATING.
SEE INSTALLATION INSTRUCTIONS
OR
SPECIFIC CUT SHEET
FOR SIZE AND WEIGHT OF ANCHOR
ON I II
WATER TIGHT LID, FRP
DUAL WALL,CORRUGATED
HDPE ACCESSWAY
POWER & ALARM CABLE
12-6 W/GND
ELECTRICAL QUICK DISCONNECT
(EQD)
CORE CONTROL COMPARTMENT
/ BREATHER
DISCHARGE
1 1/4' FNPT
(304 S.S.)
QUICK DISCONNECT ASSY.
(304 S.S.)
'. SS CAST BALL VALVE
1 1/4' DISCHARGE LINE
___ (304 S.S.)
CHECK VALVE
(GLASS FILLED PVC)
ANTI -SIPHON VALVE
(GLASS FILLED PVC)
HDPE TANK
112' NOMINAL WALL THICKNESS
75 GALLON CAPACITY
EACH SIDE OF BAFFLE.
U NSF CP
20M _19�
GRADE MUST
SLOPE AWAY FROM
STATION
GRADE GRADE
COVER INVERT
OVER DEPTH
DISCH
90.3'
BALLAST
CONTAINMENT
40.3' RING
31.5' OU,
DISCHARGES 1-1/4 FEMALE INLET: EPDM GROMMET FOR
PIPE THREAD 4' DWV PIPE (STANDARD)
0 38.8'
NSF S�
SGS CAH 7/08/02 C 1/16
DR BY CHK'D DATE ISSUE SCALE
BALLAST REQUIREMENTS
A CONCRETE ANCHOR IS REQUIRED
ON ALL MODEL 2014-93 A I N
SPECIFIC CONCRETE DIMENSIONS ARE REQUIRED SEWED SV81rEIW8
TO ACHIEVE NECESSARY BALLAST EFFECT
MODEL 2014-93
SEE INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS
PA1337P03
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SURVEY:
MARSH & LEGGE
1'
DRAWN BY:
JOB NO.:
P-L-PLC.
0404014
SCALE:
DATE:
1"=20.0'
12/15/04
SHEET: 4/4
THE OLD STONE RESTAURANT
AND RELATED SITE IMPROVEMENTS
PROJECT: THE OLD STONE RESTAURANT
RELATED SITE IMPROVEMENTS
3425 MARTINSBURG PIKE
STONEWALL MAGISTERIAL DISTRICT
COUNTY OF FREDERICK, VA
ENGINEER\ PAINTER-LEWIS, P.L.C.
LANDSCAPE 116 S. STEWART STREET,
ARCHITECT: WINCHESTER, VIRGINIA 22601
(540) 662-5792
Contact: TIMOTHY G. PAINTER
PARCEL INFORMATION:
PROPERTY ID NO.: 33-A-163
SITE AREA: 1.4890 Ac.
OWNER &
DEVELOPER: LAXMI N. KESARI
11499 WHITE OAK COURT
HERNDON, VIRGINIA 20170
(703) 406-0736
SURVEYOR: MARSH & LEGGE LAND
SURVEYORS, P.L.C.
139 N. CAMERON STREET
WINCHESTER, VA. 22601
(540) 667-0468
Contact: MR. SCOT MARSH
ZONING: BUSINESS AND INDUSTRIAL ZONING DISTRICT
B-3 INDUSTRIAL TRANSITION DISTRICT
PROPOSED USE: CONVENIENCE STORE & RESTAURANT
PARKING LOT ADDITION
CURRENT USE: CONVENIENCE STORE & RESTAURANT
ZONING REQUIREMENTS:
DENSITY: PARCEL COVERAGE MUST NOT EXCEED 75% COVERAGE
(IMPERVIOUS AREAS < 0.75 x 1.4890 Ac.=1.1168 Ac.)
F.A.R. RATIO: FLOOR AREA TO LOT AREA RATIO (F.A.R.): </=1.0
BUILDING HEIGHT: 35 FT.
SETBACKS:
FRONT: 50 FT. (PRIMARY OR ARTERIAL HIGHWAY)
FRONT: 35 FT. (COLLECTOR OR MINOR STREETS)
REAR: 0 FT.
SIDE: 0 FT.
PARKING:
RESTAURANT: 1 SPACE PER 100 SQ. FT. OF FLOOR AREA
STORE: 1 SPACE PER 200 SQ. FT. OF FLOOR AREA
PARKING REQUIRED:
RESTAURANT: 1,974.65 SQ. FT./100 SQ. FT. = 19.75 SPACES
=> 20 SPACES
STORE: 2,351.14 SQ. FT./200 SQ. FT. = 11.76 SPACES
=> 12 SPACES
TOTAL => 32 SPACES
HDCP SPACES: 2 HDCP SPACES REQUIRED
(INCLUDES A MINIMUM OF 1 EA. VAN
ACCESSIBLE SPACE)
PROPOSED DEVELOPMENT: CONVENIENCE STORE & RESTAURANT
FRONTAGE:
305.45 FT. (MARTINSBURG PIKE)
154.78 FT. (HOPEWELL ROAD)
PARKING PROVIDED:
27 EA. REGULAR PARKING SPACES
14 EA. TRUCK PARKING SPACES
8 EA, STANDING PARKING SPACES
49 PARKING SPACES TOTAL PROVIDED
(INCLUDES 2 EA. VAN ACCESSIBLE HDCP SPACES)
LOT COVERAGE:
BUILDINGS/STRUCTURES: 4,325.79 SQ. FT.
(0.0993 ACRES)
PARKING/DRIVES: 42,001.09 SQ. FT.
(0.9642 ACRES)
CONCRETE WALKS AREAS: 1,685.16 SQ. FT.
(0.0387 ACRES)
CONCRETE SLABS: 7,383.82 SQ. FT.
(0,1695 ACRES)
TOTAL IMPERVIOUS AREA: 55,395.86 SQ. FT.
(1.2717 ACRES)
F.A.R.:
F.A.R.: 0.0993 Ac/1.4890 Ac = 0.0666 < 1.0
OPEN SPACE:
1.4890 Ac. - 1.2717 AC. = 0.2173 Ac.
(9,464.67 SQ. FT.)
HISTORICALLY NON -CONFORMING: (14.6%)
LANDSCAPING:
PARKING LOT LANDSCAPING:
PARKING AREAS:
PROPOSED PARKING FACILITIES: (CRITERIA)
1 Tree Per 2000 SQ. FT. Of Impervious Area
Perimeter Screen Along R-O-W & Adjacent Properties
(3' High Evergreen Hedge)
5% Interior Landscaping Islands
Proposed Parking Area:
1 Tree Per 10 Parking Spaces
PROVIDED:
1 Tree Per 2000 SQ. FT. Of Impervious Area:
(NEW PARKING ONLY)
1,980.00 SQ. FT./2000 = 0.99 => 1 TREE
(Required)
=> 1 TREE (Provided)
Perimeter Screen Along R-O-W & Adjacent Properties:
(3' High Evergreen Hedge) => NOT APPLICABLE
5% Interior Landscaping Islands:
1,980 Sq. Ft. X 5% => 99 Sq. Ft. (Required)
Landscape Islands: => 360 Sq. Ft. (Provided)
Proposed Parking Area:
1 Tree Per 10 Parking Spaces
11 Parking Spaces/10 => 1.1 TREE (Required)
=> 1 TREE (Provided)
BUFFER: NOT APPLICABLE
ZONING NOTES:
1. EXTERIOR LIGHTING SHALL BE PROVIDED FROM THE EXISTING SITE LIGHTING AND THE
BUILDING -MOUNTED LIGHTS. ALL LIGHTS SHALL BE DIRECTED SO THAT THERE IS NO
GLARE OR ILLUMINATION OFF -SITE.
2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE
PLAN.
3. ONE OUTDOOR DUMPSTER FACILITY IS IN USE AND SHALL REMAIN FOR USE BY THIS
SITE. THIS UNIT SHALL BE USED FOR NORMALLY PRODUCED TRASH AND REFUSE AND
FOOD PRODUCTS.
4. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY EXISTING
ENVIRONMENTAL FEATURE.
THE OLD TONE RE TAURANT
3425 MARTIN BURG PIKE.
TOO NEWALL MAGI TERIAL DISTRICT
FREDERICK COUNTY, VIRGI �1,A
DONALD R. FAIRMAN
33-A-164F
�kk4_4 DB: 908 PG: 338
� g ZONED: 82
USE: COMMERCIAL &
INDUSTRIAL
HMC LP LLP
33-A-114C
INST :-01-10026
I ZONED: RA
USE: AGRICULTURAL/UNDEVELOPED
® I 20-100 ACRES
I I I I I I I I_f
II I
I I
I I I I I tr'J I
I I I I I I
CORA ELLEN DICK I I I I I I I I I lu I
33-A- 1648
INST. #: -02-16440
ZONED: RA
USE: SINGLE-FAMILY RESIDENTIAL o
P.I.N. 33-A-163 n
1.4890 ACRES I I
I D.B. 544 Pg. 291 IEW
P RK FA NLI
GL2
r b,
O j� GEXI�OlRff
I I n
q.-. �_.- \ 0 STORY TWO
ILDING BUILDING
II I I PROPOSED PROPOSED
I o o I I-' '
j CONVENIENT RESTAURANT
i i ll , STORE I
I
_ ,S23®4,6'00 "r 305. 45'
HARTMSBURG Ply' - U. S. ROUTE 11
80' R/V
WILLIAM H. LAWRENCE
33-A-162
DB: 647 PG: 157
ZONED: RA
USE: COMMERCIAL &
INDUSTRIAL
CLEARBROOK PRESBYTERIAN
CHURCH
33-A-158
REC, # 27546
ZONED: RA
USE: RELIGIOUS
S. K. ASSOCIATES INC.
33-A-163
INST :-04-2233
ZONED: B3
USE: COMMERCIAL &
INDUSTRIAL
ASSY.
ASSEMBLY
B.F.
BASEMENT FLOOR
BLK.
BLOCK
BC
BOTTOM OF CURB
BML
BUILDING MOUNTED LIGHT
BP
BREAK POINT
BSBD.
BASEBOARD
CG-2
VDOT CURB
CG-6
VDOT CURB & GUTTER
clip
CAST IN PLACE CONCRETE
CMF
CONCRETE MONUMENT FOUND
CPP
CORRUGATED POLYETHYLENE PIPE
CMP
CORRUGATED METAL PIPE
CMPA
CORRUGATED METAL PIPE ARCH
CO
CLEAN OUT
DIIA.
DIAMETER
DS
DOWNSPOUT
EOP
EDGE OF PAVEMENT
EOG
EDGE OF GRAVEL
EX.
EXISTING
F.F.
FIRST FLOOR
F.F.E.
FINISHED LOOR ELEVATION
FDC
FIRE DEPARTMENT CONNECTION
FG
FACE OF GUTTER
FH
FIRE HYDRANT
F.L.S.
FIRE LANE SIGN
F.LT.
FLOOD LIGHT
Ga.
GAUGE
GM
GAS METER
GV
GAS VALVE or GATE VALVE
HCR
HANDICAP RAMP
HB
HOSE BIB
HDR CURB
6" HEADER CURB
HP
HIGH POINT
HTR.
HEATER
INC
INCREASER
INV
INVERT
IPF
IRON PIPE FOUND
IPS
IRON PIPE SET
LP
LOW POINT
LT.
LIGHT
MLP
METAL LIGHT POLE
MPD
MULTI -PRODUCT DISPENSER
MiP
METAL POST
MH
MANHOLE
NDC
NOSE DOWN CURB
N.P.S.
NO PARKING SIGN
NILT
NO LEFT TURN
NIRT
NO RIGHT TURN
N.T.S.
NOT TO SCALE
OIHE
OVERHEAD ELECTRIC
OtHT
OVERHEAD TELEPHONE
PIV
POST INDICATOR VALVE
PL
PROPERTY LINE
PP
POWER POLE
PROP.
PROPOSED
PVMT
PAVEMENT
RCP
REINFORCED CONCRETE PIPE
R.D.
ROOF DRAIN
RED.
REDUCER
R.O.
ROCK OUTCROP
SAN.
SANITARY
SEW.
SEWER
STD.
STANDARD
T.B.D.
TO BE DEMOLISHED
T.B.R.
TO BE REMOVED
T.B.P.
TO BE PRESERVED or PROTECTED
TIB or T.B.
THRUST BLOCK
TC
TOP OF CURB
TEL
TELEPHONE
TRB
TELEPHONE RISER BOX
TVRB
TELEVISION RISER BOX
TYP or TYP.
TYPICAL
UGE
UNDERGROUND ELECTRIC
UGG
UNDERGROUND GAS
UG CATV
UNDERGROUND CABLE T.V.
UGT
UNDERGROUND TELEPHONE
XFMR
ELECTRIC TRANSFORMER
WL
WATERLINE
WM
WATER METER
WRP
WOOD POWER POLE
WTP
WOOD TELEPHONE POLE
WV
WATER VALVE
5'R
RADIUS IN FEET
*00.00
PROPOSED SPOT ELEVATION
x(00.00) EXISTING SPOT ELEVATION
HATCHING INDICATES REVERSED PITCH
IN THE GUTTER PAN: PITCH TO BE
1/8" PER FOOT. TRANSITION THE GUTTER
OVER A 10' LENGTH (TYP).
LISTOF
DRAWINGS:
r
SHT. 1 /4: COVER SHEET
SHT. 2/4: GENERAL NOTES
SHT. 3/4: SITE LAYOUT PLAN
SHT. 4/4: SANITARY LATERAL & PUMP STATION
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ZONING
ADMINISTRATOR DATE
APPROVED
F E ERICK COUNTY, VIRGINIA
SITE PLAN MaqRES FIVE (5) YEARS FROM DATE OF APPROVAL
PAINTER=LEWIS, P.L.C.
116 South Stewart Street
'IP Winchester, Virginia 22601
PALTER > Telephone (540)662-5792
lam Facsimile (540)662-5793
®�� 2 os Email: off ice®pointerlewis.com
CONSULTING JOB NO.: 0404014 SHEET:
IVRL ENGINEERS DECEMBER 15, 2004 1 /4,
Latest Revision Date: MARCH 2, 2005
GENERAL NOTES:
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK,
VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH
DISABILITIES ACT, WHERE APPLICABLE.
2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE
COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE.
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-257-7777 AT
LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY
LAND DISTURBING ACTIVITY.
4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER,
THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE
REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE
APPROPRIATE UTILITY COMPANY.
5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR
CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL
BE PRESENT ON THE SITE AT ALL TIMES.
7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PERFORMED BY MARSH & LEGGE,
LAND SURVEYORS, P.L.C. THE FIELD SURVEY PERFORMED TO DETERMINED THE TOPOGRAPHIC INFORMATION HAS
BEEN BASED ON U.S.C. & G.S. DATUM AND A CONTOUR INTERVAL OF ONE (1') FOOT FOR THIS PROJECT.
8. NO SOILS REPORT WAS PREPARED FOR THIS PROJECT.
9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT,
WHERE APPLICABLE.
10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES
WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE.
CONSTRUCTION NOTES:
EROSION AND SEDIMENT CONTROL:
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING
ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH
OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.
2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE
LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES AND THE U.S. ROUTE 11
(MARTINSBURG PIKE) R-O-W.
3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE
CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE
END OF CONSTRUCTION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND
SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT
RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE
REPAIRED OR REPLACED BY THE END OF WORK THAT DAY.
5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT
CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY
EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL
VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED,
REPLANTED, AND MULCHED, AS NEEDED. VEGETATIVE COVER SHALL BE INSTALLED ON A MINIMUM OF 6" OF
TOPSOIL AND SHALL CONFORM TO THE FOLLOWING SPECIFICATION:
SEEDBED PREPARATION:
A. SCARIFY THE TOP 1"-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE BEEN
ACHIEVED.
B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 Ib/1000sf).
SEED TYPE: RATE: MIXTURE:
RELIANT HARD FESCUE 1 ASSEMBLYE???T30 Ib/Ac. 65%
KENTUCKY BLUEGRASS 40 Ib/Ac. 20%
PERENNIAL RYEGRASS 30 Ib/Ac. 15%
SEE SPECIFICATIONS FROM SUPPLIER FOR COMPLETE INFORMATION.
6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION
EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. A TRASH RACK SHALL BE USED AS PART OF THE
CONSTRUCTION ENTRANCE TO HELP IN THE CONTROL OF POTENTIAL MUD GENERATED AS PART OF THE
DEVELOPMENT OF THIS SITE. IF IT IS DETERMINED THAT THIS IS NOT SUFFICIENT, THEN A WASH RACK SHALL
BE INSTALLED, AS NEEDED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND
TO ALLAY DUST AT ALL TIMES. THE EXISTING PAVEMENT SHALL BE USED AS THE CONSTRUCTION ENTRANCE FOR
THIS PROJECT.
EXCAVATION AND GRADING:
1. TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OF ALL OF THE EXISTING
UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES SHALL BE LOWERED OR MOVED TO PROMOTE THE
CONSTRUCTION OF THE PROPOSED DEVELOPMENT.
2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED
MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE.
3. ALL TOPSOIL OR VEGETATIVE COVER SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED OFF -SITE,
IF APPLICABLE, IN THE AREA AS DIRECTED BY THE OWNER'S REPRESENTATIVE FOR FUTURE FINISH GRADING.
4. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE
CONTRACTOR AND APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL
MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO
95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL
ENGINEER.
5. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR
STRUCTURES WITHOUT PERMISSION OF THE OWNER.
6. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM
OF 6" TOPSOIL OBTAINED OFF -SITE, GRADED AND RAKED, PRIOR TO APPLICATION OF
PERMANENT VEGETATIVE COVER.
7. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS
NEEDED.
SANITARY SEWER AND WATER UTILITIES:
1. ALL SANITARY SEWER AND WATER UTILITY CONSTRUCTION SHALL CONFORM TO THESE PLANS AND SHALL
MEET ALL REQUIREMENTS OF THE STANDARDS AND SPECIFICATIONS OF THE FREDERICK COUNTY SANITATION
AUTHORITY (F.C.S.A.).
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY F.C.S.A.
3. THE PROPOSED SEWER SERVICE LATERAL SHALL BE CONSTRUCTED WITH PVC PIPE AND INSTALLED IN
ACCORDANCE WITH THESE PLANS AND THE F.C.S.A. THE SERVICE SHALL BE CONNECTED TO THE EXISTING
SANITARY SEWER PIPING, AS INDICATED ON THE SITE PLAN. ALL WORK SHALL BE COORDINATED WITH THE
F.C.S.A.
4. THE EXISTING WATER SERVICE WILL REMAIN IN SERVICE AND BE USED FOR THE RENOVATED
USES. THE WATER PIPING SHALL BE POLYETHYLENE MATERIAL AND INSTALLED AS SHOWN.
5. THE EXISTING WATER MAIN SHALL BE PROTECTED DURING THE CONSTRUCTION PROCESS AND SHALL REMAIN
IN SERVICE AT ALL TIMES.
6. THE F.C.S.A. MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF ALL WATER METERS.
BEFORE A PERMANENT METER IS SET, THEY REQUIRE THAT; 1) THE FRAME AND COVER SHALL BE PROPERLY
ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER SHALL BE SET TO THE FINAL GRADE
OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR SHALL BE BETWEEN
18"-21 "; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER. IT
IS THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO HAVE THE METER BOX ASSEMBLY INSTALLED
CORRECTLY.
7. 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 AND INSTALL THE METER VAULT ASSEMBLY. THE
AUTHORITY WILL INSTALL THE METER.
d) THE AUTHORITY WILL INSTALL ALL SEWER LATERALS.
8. THE F.C.S.A. SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR AND MAKE
THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY THE COST OF THIS WORK.
9. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
10. THE EXISTING WATER MAINS AND SANITARY SEWER MAINS SHALL BE UNDISTURBED AND REMAIN IN SERVICE
AT ALL TIMES.
STORM WATER MANAGEMENT:
1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE EXISTING STORM SEWER SYSTEMS AND THE
EXISTING DRAINAGE CHANNELS ON THE ADJACENT PROPERTIES. THE STORM WATER RUNOFF FROM THE ON -SITE
IMPROVEMENTS WILL NOT RESULT IN AN INCREASE FROM THE EXISTING CONDITIONS ON -SITE, BECAUSE NO
INCREASE IN IMPERVIOUS AREA WILL RESULT. THE PROPOSED GRADING AND THE EXISTING PIPING SYSTEMS IN
ADDITION TO THE EXISTING SWALES ARE ADEQUATE TO CONVEY THE STORM WATER RUNOFF. THE BUILDING
ELEVATION IS ABOVE THE 100 YEAR FLOOD LEVEL IN THE ADJACENT DRAINAGE CHANNELS.
2. ALL SURFACE WATER SHALL BE CONVEYED TO THE ON -SITE STORM SEWER SYSTEMS BY THE PROPOSED
CURBS AND BY SHEET FLOW, AS INDICATED ON THESE DRAWINGS. ALL DOWNSPOUTS SHALL BE PIPED TO THE
STORM SEWER SYSTEMS.
PAVING AND CONCRETE:
1. THE EXISTING ENTRANCES, MAIN DRIVE AISLES, AND PARKING AREAS SHALL REMAIN AS CURRENTLY INSTALLED.
THE PROPOSED, REAR PARKING FACILITY SHALL RECEIVE THE MINIMUM PAVEMENT SECTION, AS DETAILED ON THE
PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SECTIONS SHALL BE SAW -CUT TO PROVIDE A
SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS.
2. ALL CONCRETE SHALL BE VDOT CLASSIFICATION A-3 CONCRETE. THE CONCRETE CURB AND GUTTER SHALL
CONFORM TO VDOT STANDARD CG-6, CG-6R, AND CG-2, AS APPLICABLE. ALL WORK SHALL BE DONE IN
ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF VDOT
MISCELLANEOUS:
1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK,
VIRGINIA FIRE MARSHAL.
2. ALL BUILDINGS AND ADDITIONS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE
(V.U.S.B.C.) AND SECTION 303, USE GROUP (A) ASSEMBLY (RESTAURANTS) OF THE B.O.C.A NATIONAL BUILDING
CODE, 1996 EDITION (NOTE: IBC 2000 CAN BE UTILIZED THROUGH MODIFICATION).
3. THE MAXIMUM SLOPE ACROSS THE HANDICAPPED PARKING AND UNLOADING AREAS SHALL NOT EXCEED A 2%
GRADE. ALL REQUIRED EGRESS FROM THE BUILDINGS SHALL COMPLY WITH C.A.B.O. A117.1-92. THE LANDINGS
AT THE REAR MAY BE USED AS THE AREA OF REFUGE PROVIDED THAT A MINIMUM OF 4' IS MAINTAINED
BETWEEN THE RAILINGS.
4. THIS SITE AND BUILDINGS RELATED THERETO SHALL BE SUBJECT TO ALL FIRE -RATINGS AND FIRE
SEPARATIONS IN ACCORDANCE WITH SECTION 707 OF THE B.O.C.A. NATIONAL BUILDING CODE.
5. CHAPTER 17 OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION REQUIRES THAT THE STRUCTURAL
PLANS AND ANY SPECIAL INSPECTIONS (SOIL TESTING, CONCRETE, STEEL, ETC.) SHALL BE PERFORMED AND
PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA. ALL RELATED
DOCUMENTATION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR PERMIT AND APPROVAL.
6. A PERMIT SHALL BE REQUIRED FOR THE BUSINESS SIGN AND THE POLE LIGHTS PROPOSED IN THE PARKING
AREA OF THIS SITE.
LANDSCAPE NOTES:
1. THE PROPERTY DELINEATED ON THIS PLAN IS (LOCATED IN THE COUNTY OF FREDERICK, VIRGINIA IN THE B-3
ZONING DISTRICT.
2. CONFIRM THE LOCATIONS OF ANY UTILITIES ABOVE OR BELOW GROUND PRIOR TO THE COMMENCEMENT OF
WORK. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT UTILITIES OR ANY OTHER STRUCTURES CONFLICT
WITH THE LAYOUT SHOWN ON THE PLAN.
3. VERIFY THE QUANTITIES SHOWN ON THE PLANT LIST WITH TOTALS INDICATED ON THE PLAN. CONTACT THE
LANDSCAPE ARCHITECT IN THE EVENT THAT DISCREPANCIES EXIST. SUPPLY UNIT PRICES TO THE OWNER AT TIME
OF BIDDING.
4. ALL MATERIALS ARE SUBJECT TO APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE. PROVIDE THE
OWNER WITH A TAG FROM EACH PLANT SPECIES AND A LIST OF THE PLANT SUPPLIERS. WHERE ANY
REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, USE PLANTS WHICH MEET THE NORMAL REQUIREMENTS FOR
THE VARIETY ACCORDING TO THE AMERICAN ASSOCIATION OF NURSERYMEN.
5. PLANTS SHALL BE SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSECT EGGS AND
LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS.
6. SIZES SPECIFIED IN THE PLANT LIST ARE MINIMUM SIZES AGAINST WHICH THE PLANTS WILL BE JUDGED.
FAILURE TO MEET THE MINIMUM SIZE OF ANY PLANT WILL RESULT IN REJECTION OF THAT PLANT.
7. GROUPS OF SHRUBS SHALL BE PLACED IN A CONTINUOUS MULCHED BED WITH SMOOTH, CONTINUOUS EDGES
AS SHOWN ON THE PLAN. ALL MULCHED BEDS SMALL BE CURVILINEAR IN SHAPE FOLLOWING THE CONTOUR OF
THE PLANT MASS. APPLY A MINIMUM OF 4 INCHES OF MULCH UNIFORMLY OVER BEDS. TREES LOCATED WITHIN
FOUR FEET OF ANY SHRUB BED SHALL SHARE THE SAME BED. GRADE FINISHED PLANTING BEDS SO AS NOT TO
IMPEDE SURFACE DRAINAGE.
8. STAKE AND GUY ALL TREES ACCORDING WITH ,STANDARD PRACTICE AND/OR THE SUPPLIERS
RECOMMENDATIONS. AT A MINIMUM, ALL DECIDUOUS TREES SHALL BE DOUBLE -GUYED WITH 72" HARDWOOD
STAKES DRIVEN FIRMLY INTO THE GROUND. SECURE TREE TO STAKES WITH #9 GALVANIZED WIRE GUYS WITH
RUBBER HOSE CONNECTIONS. STAKES SHALL BE 2"x2"02".
9. USE SHREDDED HARDWOOD BARK MULCH IN ALL PLANTING BEDS.
10. REMOVE ALL TAGS, TWINE AND CONTAINERS FROM INSTALLED PLANTS. ROLL BACK BURLAP ONE THIRD ON
ALL B&B PLANTS.
11. PLANT SUBSTITUTIONS ARE PERMITTED WITH CONSENT FROM THE LANDSCAPE ARCHITECT AND THE PLANNING
DEPARTMENT OF THE COUNTY OF FREDERICK, VIRGINIA.
12. PREPARE THE SOIL IN ALL BEDDING AREAS BY MIXING INTO THE TOP SIX INCHES OF SOIL ONE CUBIC YARD
MANURE, PEAT AND 10-6-4 GRANULAR FERTILIZER PER 100 SQUARE FEET OF AREA. REMOVE ANY TURF, WEEDS
OR OTHER VEGETATION COMPLETELY PRIOR TO INSTALLATION.
13. PLANT ALL MATERIALS IN THEIR APPROPRIATE SEASON. THE CONTRACTOR SHALL GUARANTEE ALL PLANT
MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM TIME OF INSTALLATION.
14. LOCATE TREES A MINIMUM OF 36" AWAY FROM WALLS AND WALKS, IF POSSIBLE.
15. ALL EXISTING PLANT MATERIALS SHALL REMAIN UNLESS OTHERWISE NOTED ON THE SITE PLAN.
Virginia Department of Transportation
Staunton District
Rev. May 1, 2004
VDOT General Notes
V1. All work on this project shall conform to the current editions of and latest revisions to
the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and
Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable
state, federal or local regulations. In case of a discrepancy or conflict between the
Standards or Specifications and Regulations, the most stringent shall govern.
V2. All construction shall comply with the latest U.S. Department of Labor Occupational
Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH)
Rules and Regulations.
V3. When working within VDOT right-of-way, all traffic control, whether permanent or
temporary, shall be in accordance with the current edition of VDOT's Work Area Protection
Manual. Furthermore, all traffic control flaggers must be certified in accordance with
Section 104.04(c) of the VDOT Road and Bridge Specifications.
V4 The developer shall be responsible for relocating, at his expense, any and all utilities,
including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private /
public utility companies. It is the sole responsibility of the developer to locate and identify
utilityfacilities or items that may be in conflict with the proposed construction activity.
Y P P Y
VDOT approval of these plans does not indemnify the developer from this responsibility.
V5. Design features relating to field construction, regulations, and control or safety of
traffic may be subject to change as deemed necessary by VDOT. Any additional expense
incurred as a result of any field revision shall be the responsibility of the developer.
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all
necessary VDOT land use permits for any work within VDOT right-of-way.
V7. If required by the local VDOT Residency Office, a pre -construction conference shall be
arranged and held by the engineer and/or developer with the attendance of the contractor,
various County agencies, utility companies and VDOT prior to initiation of work.
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or
cease for any undetermined length of time. VDOT requires and shall receive 48 hours
advance notice prior to any required or requested inspection.
V9. The contractor shall be responsible for maintaining adequate access to the project
from the adjacent public roadway via a construction entrance that is constructed and
maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control
Handbook. Furthermore, access to other properties affected by this project shall be
maintained through construction. The Developer shall have, within the limits of the project,
an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in
Erosion and Sediment Control who shall inspect erosion and siltation control devices and
measures on a continuous basis for proper installation and operation. Deficiencies shall be
promptly rectified.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site
during and at the end of construction.
V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a
minimum thirty-six (36) inches cover and when possible shall be installed under roadway
drainage facilities at conflict points.
V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids,
caves, etc.) encountered during the course of construction shall be immediately brought to
the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate
design can be determined by the engineer and approved by VDOT.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by
a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT
representative shall be present to insure the sample obtained is representative of the
location. When soil samples are submitted to private laboratories for testing, the samples
shall be clearly identified and labeled as belonging to a project to be accepted by VDOT
and that testing shall be performed in accordance with all applicable VDOT standards and
procedures.
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches
shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as
determined by AASHTO T-99 Method A. within plus or minus 2% of optimum moisture for
the full width of any dedicated street right-of-way. At the direction of VDOT, density tests
shall be performed by a qualified independent agency in accordance with VDOT Road and
Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily,
unless specified otherwise.
V15. VDOT Standard CD and UD underdrains ;shall be installed where indicated on these
plans and/or as specified by VDOT.
V16. The installation of any entrances and mailboxes within any dedicated street
right-of-way shall meet VDOT minimum design standards and is the responsibility of the
developer.
V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement
markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an
account receivable basis following the Manual On Uniform Traffic Control Devices.
V18. The developer shall provide the VDOT Residency Office with a list of all material
sources prior to the start of construction. Copies of all invoices for materials utilized within
any dedicated street right-of-way must be provided to the local VDOT Residency Office
prior to acceptance of the work. Unit and total prices may be obscured.
V19. Aggregate base and subbase materials shall be placed on subgrade by means of a
mechanical spreader. Density will be determined using the density control strip in
accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A
certified compaction technician shall perform these tests. Certified copies of test reports
shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone
depths, a VDOT representative shall be notified and given the opportunity to be present
during the construction and testing of the density control strip.
V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the
VDOT Rood and Bridge Specifications. Density shall be determined using the density control
strip as specified in Section 315 and VTM-76. A certified compaction technician shall
perform these tests. Certified copies of test reports shall be submitted to VDOT daily,
unless specified otherwise. A VDOT representative shall be notified and given the opportunity
to be present during the construction and testing of the control strip.
V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36)
inches and larger shall be explored below the bottom of the excavation to determine the
type and condition of the foundation. The contractor shall report findings of foundation
exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs
shall comply with VDOT Rood and Bridge Standard PB-1. Where soft, yielding, or otherwise
unsuitable foundation is encountered, the foundation design and/or need for foundation
stabilization shall be determined by the engineer and approved by VDOT.
V22. Approval of these plans shall expire three (3) years from the date of the approval
letter.
V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans
and/or as specified by VDOT.
V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on
these plans in accordance with VDOT's installation criteria. Final approval of the guardrail
layout to be given by VDOT after grading is mostly complete.
DIVERSION RIDGE REQUIRED
WHERE GRADE EXCEEDS 2%
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SEDIMENT BARRIER - \
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SUPPLY WATER TO WASH
WHEELS IF NECESSARY.
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SPfLLWAY USE NDBAGS, STRAW BALES
OR Q HER APPROVED METHODS
TO CHANNELIZE RUNOFF TO BASIN
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..•A EX. ASPHALT PAVEMENT 25' MIN.
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DIVERSION71
PLAN
NOTES:
1. THE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION THAT WILL PREVENT TRACKING OR
FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -
OF -WAY. THIS MAY REQUIRE TOP DRESSING,
REPAIR AND/OR CLEANOUT OF ANY MEASURES
USED TO TRAP SEDIMENT.
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED
PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY.
3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE
ON AN AREA STABILIZED WITH CRUSHED STONE
THAT DRAINS INTO AN APPROVED SEDIMENT TRAP
DEVICE.
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0404014
SCALE:
DATE:
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12/15/04
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EX. 270 FORCE
4�f--SSENER LA TFRAL
EX. INV. =
EX. INV. \ \ \ \
EX ► P
(/ 0 ` \ CONNECT PRESSURE PIPE TO
I I I I I I I I I \ EXISTING SANITARY LATERAL
I �I per, 200 PSI ROLLED PLASTIC PIPE \ \ I
\ I I I I C I I I \ (OR EQUAL)
INSTALL
WITH MINIMUM DEPTH OF
I I I I I I I I PIPE BEDDING DETAILS 1
PARKING t-_ �� SCREEN DUMPSTER REA
AS SHOWN.
EX. WPP `
91
TO REMAINE
TO BE EX. TER AR
RELOCATED X. \ ��
_-�
SIGN I
, �
EX. A L T EX /4' I EX. 3t X I
iI I I I STRIPES I 'c PROPOSED E/ONE PUMP STATION
41 MODEL GP 2014 (OR EQUAL) \
I I I I\ I I I EX. GRASS AREA INSTALL PER MANUFACTURER v_ EX I I I `.-Z
\ r SPECIFICATIONS.
\ \ I I I STATION AS DIRECTED BY THE 4i I ASS AREA \ I I I ( ADJUST FINAL LOCATION OF PUMP
EX, I I'
EX. ❑ SEP77C OWNER & FIELD FIT AS REQ'D m
TANK
HDCP SYMBOL (WHITE)
SOLID BLUE BACKGROUND
HANDICAP PARKING DETAIL
N.T.S.
HANDICAP SIGN
3' Min.
NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO ADA
ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES.
8' TYPICAL FOR VAN ACCESSIBLE SPACES &
5' TYPICAL FOR OTHERS.
2. HDCP SIGN MAY BE INSTALLED ON BUILDING,
AS DIRECTED BY OWNER.
CG-6
COMBINATION 6" CURB do GUTTER
N.T.S.
(SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION)
6" - 2'-0" ---�
O
NEENAH R-4991-FX SOLID TOP
PERMA-GRIP SURFACE
METAL FRAME & ANCHORS
6" CONCRETE TRENCH
\ ! I ! ( ! I SEP77C (TB.R.) O
TANK / O
\(T.B.R. � O
$ EX. EOP
EX. *PP \ N \ w °� ' N b
N65587 ti �z
P.I.N. 33-A-163 °D EX. ASPHALT 4" WHITE N C E I oo I
I(TO REMAIN) STRIPES
1.4890 ACRES 70.00' i
\ D.B. 544 Pg. 291 4.5'R )ROP. PARKINC AREA 9.00 'b
� .) REMOVE DAMAC,�ED SPHALT (TYP
AREAS A NEED AND
[EX.
UEL. S�ERE VE E TRANCE �As o N� ED TCHING 20" UMP (T.B.R.) - o -¢AV ANT SECTION i
(TB.R. �` CG-6 EX.
\-- I EX. aLED
156.10'----___ PRbP. CONC. WALK o • ASPHAL T 2.5'R \ I
I� \--- -- _EX. AIR :4. 5, � PROP... t, 5• U
0.12'
CONCRETE PROP. 8.60' s \ o
EX. EX. E„' N (T. B. R.) ITIO X A 1 ( i i w
—,4
N WELL ° FlLLER 4
EX. LID( \ CONC. 15.96' U, PUMP E �l �, I >
II 0 CAP LlD � EX \ TRENCH N PROPANE (T.B I� y
cn--I6.96 TANKS —
CANOPY EX. T.B.R. I z o
' til II EX EX \ PROP. TANK o EX. Tl+V STORY ( ) EX. TWD STORY k I 1 o w
3 Mp MP INDICATE .tIDCP SIGN (T B. R rn STONE & FRAME BLDG. STONE &FRAME 41 a 2 50'—{�� Cw wI
- ` STANDING �\ �, PROP. CONVENIENT STORE PROP. RESTAURANT o — / U _j Z A
w - SPACE \ , 3425 - i z (n
❑ (TYP.) ❑ AREA. 2351.14 Sq. Ft. VoSq.a I 12.5'R , Q a
EX. e AREA: 1974.65 Ft. I '
PUMPS
I Q I I FUEL I Q V 7.5'R .96' ,` 3425 FIN. FLOOR ELEV.=201.70 o I Q
PUMPS I PUMPS FIN. FLOOR ELEV.=201.70 PARKING REQUIRED. 20 Spaces I I
I PARKING REQUIRED: 12 Spaces '
--- ❑ -1--�- -) ❑ I EN Ex- wPARKING REQUIRED: 35 Spaces 7 52' I-- • --1 1--12.75'-21 1-- EX.
— 7.46
j 158.76' ENTRY (TOTAL) _ '
MP
1177 35 BRL =-�6 * 1=—,-tff33'+10 d N 3.08'
EX. EX
M CONCRETE- CANOPY Q FUEL PR P>•� ENCLOSED I 2oj _ i ( r i
' I \ I PUMPS ( �, iv I MOU TED _ ENTRY F� I 1
I I EX \\ ❑ I na'i HDCP SIGN I I I ri F I m
S
CA 1 1-1 N1292
N. E. CORNER OF EX.
EX. STONE WALL CONCREIF _ - E NPP MS oI
EX. CONC. WALL -`' N655M S2346'00 "Or —305. 45' t
- f 9 BEN CH M ARK EX 0/H ELEC.
/ \ _ \
EX. INV.= C(19&93) ' — 2 NAILS IN POLE f�-�" ,y �-■ ��
(196.85) EX. 15" CUP 4X � ELEV. = 200.00 `� EX. GRASS ( (EX. GRASS) t EX. GRASS I
EX. CG-7 EX. CG-7 —
�_ EX. CG-7 EX. CG-7
20 0 20
Scale 1 " = 20 ft
:•
�i
a
— — EX.
STOP
EX. GRASS /� SIGN
EX. CG-7
PLANT LIST
EX. WPP
EX. WP 984
N29357
NOTE:
CONTRACT
HYDROSEE
AREAS DID
OF THEIR
(2) UPRIC
TREES UP
TO BE GL
TREE WRY
RUBBER I
2"x2" HAF
2 PER TR
12 GAUGE
WIRE-DOU
4" MULCH
3" SAUCEI
EXISTING
SOIL MIX
COMPACTE
TREE FRC
UPRIGHT
FIRM BEAT
REMOVE 1
ROPE FRC
TREE PLANTING
SECTION N.T.S.
HANDICAP SIGN DETAIL
N.T.S.
--12" x 18" STND.
i
RESERVED RESERVED
PARKING PARKING U1
Z
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-STD. U-CHANNEL POST i
1 (�
VAN
ACCESSIBLE U } V
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n i+ao-eoo ARTY boo-aoo w ;
IOW -AT AY ZOW IOW-AMAY Zd1E V Q
VAN HC
ACCESSIBLE SIGN
PROP. GROUND SIGN
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o
I
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N
2" SM-12.5AL BIT. CONC.
SURFACE COURSE
6" 21-B
STONE BASE _
COMPACTED SUBGRADE — III Ir
u
NOT • SCALE
CONCRETE DITCH DETAIL
N.T.S.
METAL PLATES SHALL BE
BOLTED TO CONCRETE BASE.
MIN
45'
KEY
QTY.
BOTANICAL NAME
COMMON NAME
SIZE
SPACING
REMARKS
RM
2
Acre rubrum
Red Maple
2" cal.
see plans
caliper measured 6" above grade
TO
8
Thuja occidentalis
Eastern Arborvitae
4'-6' Ht
see plans
ball and burlap
ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING
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SURVEY:
MARSH & LEGGE 1
DRAWN BY:
P-L-PLC.
JOB NO.:
0404014
SCALE:
DATE:
AS SHOWN
12/15/04
SHEET:
3/4
PUMP STATION DESIGN AND INSTALLATION
NMI
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AAA
EX. 270 FORCE
----sSENER LA TERAL
(INV
200.53) I
�`
15'R \ ` `\ \ \ \\\ T��\ m I
EX. INV.(19975)
CONNECT
I I I ♦ EXISTING SANITARY LATERAL `\ \ \ \ 7
PRESSURE PIPE TO
I I I \ I
200 PSI ROLLED PLASTIC PIPE \ I\ I
I I I I EQUAL)
INS INSTALL WITH MINIMUM DEPTH OF
BURY = 3\
EE B PIPE BEDDING DETAILS
M.
I I ( SCREEN DUMPSTER REA I Irn
AS SHOWN. I '
EX. WPP ` I t/
I I I I ti TO BE EX. DUMPSTER AR
RELOCATED I TO REMAIN.
SIGN
EX 356 I
I RIJ
PROPOSED E ONE PUMP STATIONSIR/PES � / (T&R.)EX. GRASS AREA MODEL GP 2014 (OR EQUAL) CIP` J
INSTALL PER MANUFACTURER C !.EXSPECIFICATIONS. ADJUST FINAL LOCATION OF PUMP GRASS REAEX. STATION AS DIRECTED BY THETIC OWNER & FIELD FIT AS REQ'D
TANKt�
SE
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EX. EOP
N '� e � � N
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291
PROP
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20 0
ti o
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UMF
20" I.. (TB.R.,
AIR.4 5',- PROP
flump
(T B.R.) ITIC
-15.96' U,
--16.96' - J
EX.
20
kTIN AREA: 1
CG-6 EX.
PR P. CONC. WALK
EX. TWO STORY
Scale 1 " = 20 ft
(TYP.)
9.00' '
MID.)
EX.
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(T.B.R.)
`I . I.
5•�1'
A F
EX.'ROPAN£TANKS ���_
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70.00' I '
REMOVE DAMAQED 5kSPHALT '�
AREAS A NEEI D AND C '�1
RE VE E TRANCE �
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FSAV NT SECTION 4Z
EX. (61LLED \
10 U ASPHALT 2.5'R I
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The data below show the approximate operating characteristics of the existing F.C.S.A. pump station at Woodbine Road and the proposed E/ONE pump station at the Old Stone Restaurant.
Pump Shutoff Shutoff Design Design Max.
Operating Max. Operating
Start Hyd. End Hyd.
Discharge
Pump
Label Head (ft) Discharge (gpm) Head (ft) Discharge (gpm)
Head (ft) Discharge (gpm)
Grade (ft) Grade (ft)
(gpm)
Head (ft)
WOODBINE PUMP 177.33 0.00 133.00 185.00
0.00 370.00
598.94 740.47
166.24
141.53
OLD STONE RESTAURANT PUMP 122.67 0.00 92.00 11.00
0.00 22.00
628.86 703.57
13.76
74.71
The data below show the calculated pressure in the F.C.S.A. force main at the point of connection of the proposed lift
station at the Old Stone Restaurant.
Junction Elevation Demand
Demand
Hydraulic
Pressure
Label (ft) (gpm)
Pattern
Grade (ft)
(psi)
OLD STONE RESTAURANT 624.00 0.00
Fixed
702.91
34.13
FORCE MAIN HIGH POINT 625.50 0.00
Fixed
692.04
28.77
VDOT LIFT STA 620.00 180.00
Fixed
681.16
26.45
DESIGN CRITERIA
Estimated Daily now Maximum:
convenience store with fuel pumps: 10 gpd/vehicle x 100 vehicles = 1,000 gpd
restuarant with on fixed seats: 50 gpd/seat x 30 = 1,500 gpd
apartment with 1 bedroom: 150 gpd/bedroom x 1 = 150 gpd
design flow: 2,750 gpd
estimated peak flow:
bathroom group (1) 0 3.6 WSFU
hose bibs (2) 0 2.0 wsfu
kitchen sink (1) 0 1.4 wsfu
kitchen sink, restaurant (1) 0 4.0 wsfu
lavatory, public (4) 0 2.0 wsfu
water closet, public (6) 0 5.0 wsfu
Total: 51.0 wsfu: from Int. Plumbing Code Table E101B, peak flow = 29.1 gpm
SYSTEM COMPONENT DESCRIPTION
A. Piping
Gravity sewer pipe and pressure distribution pipe and fittings called for on the plans shall be SCH 40 ASTM D 1784 with
solvent cement joints assembled in accordance with ASTM D 2855. No bends greater than 45 degrees shall be used in the
gravity sewer line.
The pipe trench bottom should be constructed to provide a firm, stable and uniform support for the full length of the pipe.
Any part of the trench bottom excavated below embedment grade should be backfilled and compacted. Concrete thrust
blocking should be provided at each change of direction of the force main. All pipe shall be installed with proper bedding
providing uniform longitudinal support under the pipe.
Excluding the pressure distribution pipe, all other pipe should be installed by placing the initial backfill material to a minimum
depth of six inches over the top of the pipe and compacted. All pipe embedment material should be selected and placed
carefully, avoiding stones over 1-1/2 inches in size, frozen lumps and debris. Sharp stones should be excluded from the
embedment material.
The distribution lines should be installed using grade boards and/or stakes placed at 10' intervals. Trenches and distribution
lines shall be installed uniformly level. The lines shall have burr free and counter sunk holes placed in a straight line along
the longitudinal axis of the pipe with holes turned down.
B. Pump System
The pump system called for on the plans is the Enviroment One Model GP 2014-93 duplex, grinder pump package. This
system is available from Design Equipment Inc., 804-752-6335. The GP 2014 is a complete unit, including the grinder pump,
check valve, tank, and all necessary controls, ready to connect. Install the system in accordance with the manufacturer
specifications. Provide an audible and visual alarm to work with the high water switch in the system. Install the alarm in a
conspicuous location in the building.
C. Pump Head Calculations
The standard system pump will be adequate to convey the sewage to the proposed point of discharge.
The calculated design head is based on a peak discharge rate of 15 gpm. The design head for the proposed pump is 80
feet. The proposed pump will be a 240 volt, single phase, 1 horse power motor with a 1 1/4" NPT discharge. A master
disconnect switch and manual over -ride switch is required on the pump control box. The alarm is to be wired on a separate
circuit than the pump.
0. D. 18"
FINAL BACKFILL
CAREFULLY COMPACTED
SELECT BACKFILL OR
CRUSHED AGGREGATE
CRUSHED AGGREGATE
TYPICAL PIPE BEDDING DETAIL
NOT TO SCALE
MINIMUM DEPTH OF BURY IS 36".
10"
Y
24
PLAN
10"
24"
SECTION
PRESSURE PIPE
PRESSURE PIPE THRUST BLOCK DETAIL
NOT TO SCALE
FORM THRUST BLOCKS WITH MIN. 3000 PSI CONCRETE.
DIMENSIONS SHOW ARE MINIMUMS.
FORM THRUST BLOCKS AGAINST UNDISTURBED EARTH IN TRENCH FOR HORIZONTAL SUPPORT.
ACCESS WAY VENT
STRAIN RELIEF CORD
CONNECTOR
FIELD JOINT, REQUIRED
FOR MODELS TALLER i-
THEN 2014-93
INTERNAL WELL VENT
2.0' DIA.
INLET, GROMMET
TO ACCEPT 4.50' O.D.
PVC PIPE (STANDARD).
DUST COVER SUPPLIED
FOR SHIPMENT (NOT
SUITABLE FOR BURIAL)
40 in
1023 mm
DISCH
I ALARM
31 in
800 mm
T--
26 in
648 mm ON
96 galT_- OFF
363 L
18 in
445 mm
2+6
14 in
343 mm
49 gal
185 L
SEMI -POSITIVE DISPLACEMENT TYPE PUMP
DIRECTLY DRIVEN BY A 1 HP MOTOR
CAPABLE OF DELIVERING 9 9pm AT 138' T.D.H.
(34 Ipm AT 42m T.D.H.)
NOTE: A CONCRETE ANCHOR
IS REQUIRED TO PREVENT THE TANK FROM FLOATING.
SEE INSTALLATION INSTRUCTIONS
OR
SPECIFIC CUT SHEET
FOR SIZE AND WEIGHT OF ANCHOR
WATER TIGHT LID, FRP
DUAL WALL,CORRUGATED
HDPE ACCESSWAY
POWER a ALARM CABLE
12-6 W/GND
ELECTRICAL QUICK DISCONNECT
(EQD)
CORE CONTROL COMPARTMENT
BREATHER
DISCHARGE
1 1/4' FNPT
(304 S.S.)
- QUICK DISCONNECT ASSY.
(304 S.S.)
SS CAST BALL VALVE
1 1/4' DISCHARGE LINE
(304 S.S.)
CHECK VALVE
(GLASS FILLED PVC)
ANTI -SIPHON VALVE
(GLASS FILLED PVC)
HDPE TAW
1/2" NOMINAL WALL THICKNESS
75 GALLON CAPACITY
EACH SIDE OF BAFFLE.
�L NSF cip
20M -9�
GRADE MUST
SLOPE AWAY FROM
STATION
GRADE GRADE
46
COVER
INVERT
DISCH
L JU 1
90.3'
BALLAST
CONTAINMENT
40.3' RING
31.5'
1 $ vk&
I il I
DISCHARGE: 1-1/4 FEMALE INLET: EPOM GROMMET FOR
PIPE THREAD 4' DWV PIPE (STANDARD)
NSF c5p
SGS CAH 7/08/02 C 1/16
OR BY CHK'D DATE ISSUE SCALE
BALLAST REQUIREMENTS
A CONCRETE ANCHOR IS REQUIRED
ON ALL MODEL 2014-93 SA f
SPECIFIC CONCRETE DIMENSIONS ARE REQUIRED •EVNER •YssT M
TO ACHIEVE NECESSARY BALLAST EFFECT
MODEL 2014-93
SEE INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS
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�SSIONAL
SURVEY:
MARSH & LEGGE
1'
DRAWN BY:
JOB NO.:
P-L-PLC.
0404014
SCALE:
DATE:
1 "=20.0'
12/15/04
SHEET:
4/4
ABBREVIATIONS
THE OLD STONE RESTAURANT
AND RELATED SITE IMPROVEMENTS
PROJECT: THE OLD STONE RESTAURANT
RELATED SITE IMPROVEMENTS
3425 MARTINSBURG PIKE
STONEWALL MAGISTERIAL DISTRICT
COUNTY OF FREDERICK, VA
ENGINEER\ PAINTER-LEWIS, P.L.C.
LANDSCAPE 116 S. STEWART STREET,
ARCHITECT: WINCHESTER, VIRGINIA 22601
(540) 662-5792
Contact: TIMOTHY G. PAINTER
PARCEL INFORMATION:
PROPERTY ID NO.: 33-A-163
SITE AREA: 1.4890 Ac.
OWNER &
DEVELOPER: LAXMI N. KESARI
11499 WHITE OAK COURT
HERNDON, VIRGINIA 20170
(703) 406-0736
SURVEYOR: MARSH & LEGGE LAND
SURVEYORS, P.L.C.
139 N. CAMERON STREET
WINCHESTER, VA. 22601
(540) 667-0468
Contact: MR. SCOT MARSH
ZONING: BUSINESS AND INDUSTRIAL ZONING DISTRICT
B-3 INDUSTRIAL TRANSITION DISTRICT
PROPOSED USE: CONVENIENCE STORE & RESTAURANT
PARKING LOT ADDITION
CURRENT USE: CONVENIENCE STORE & RESTAURANT
ZONING REQUIREMENTS:
DENSITY: PARCEL COVERAGE MUST NOT EXCEED 75% COVERAGE
(IMPERVIOUS AREAS < 0.75 x 1.4890 Ac.=1.1168 Ac.)
F.A.R. RATIO: FLOOR AREA TO LOT AREA RATIO (F.A.R.): </=1.0
BUILDING HEIGHT: 35 FT.
SETBACKS:
FRONT: 50 FT. (PRIMARY OR ARTERIAL HIGHWAY)
FRONT: 35 FT. (COLLECTOR OR MINOR STREETS)
REAR: 0 FT.
SIDE: 0 FT.
'G1.73 Mk
RESTAURANT:
1 SPACE
PER
100 SQ. FT.
OF
FLOOR AREA
STORE:
1 SPACE
PER
200 SQ. FT.
OF
FLOOR AREA
PARKING REQUIRED:
RESTAURANT:
1,974.65
SQ.
FT./100 SQ.
FT.
= 19.75 SPACES
=> 20 SPACES
STORE:
2,351.14
SQ.
FT./200 SQ.
FT.
= 11.76 SPACES
=> 12 SPACES
TOTAL
=> 32 SPACES
HDCP SPACES: 2 HDCP SPACES REQUIRED
(INCLUDES A MINIMUM OF 1 EA. VAN
ACCESSIBLE SPACE)
PROPOSED DEVELOPMENT: CONVENIENCE STORE & RESTAURANT
FRONTAGE:
305.45 FT. (MARTINSBURG PIKE)
154.78 FT. (HOPEWELL ROAD)
PARKING PROVIDED:
27 EA. REGULAR PARKING SPACES
14 EA. TRUCK PARKING SPACES
8 EA, STANDING PARKING SPACES
49 PARKING SPACES TOTAL PROVIDED
(INCLUDES 2 EA. VAN ACCESSIBLE HDCP SPACES)
LOT COVERAGE:
BUILDINGS/STRUCTURES: 4,325.79 SQ. FT.
(0.0993 ACRES)
PARKING/DRIVES: 42,001.09 SQ. FT.
(0.9642 ACRES)
CONCRETE WALKS AREAS: 1,685.16 SQ. FT.
(0.0387 ACRES)
CONCRETE SLABS: 7,383.82 SQ. FT.
(0,1695 ACRES)
TOTAL IMPERVIOUS AREA: 55,395.86 SQ. FT.
(1.2717 ACRES)
F.A.R.:
F.A.R.: 0.0993 Ac/1.4890 Ac = 0.0666 < 1.0
OPEN SPACE:
1.4890 Ac. - 1.2717 AC. = 0.2173 Ac.
(9,464.67 SQ. FT.)
HISTORICALLY NON -CONFORMING: (14.6%)
LANDSCAPING:
PARKING LOT LANDSCAPING:
PARKING AREAS:
PROPOSED PARKING FACILITIES: (CRITERIA)
1 Tree Per 2000 SQ. FT. Of Impervious Area
Perimeter Screen Along R-O-W & Adjacent Properties
(3' High Evergreen Hedge)
5% Interior Landscaping Islands
Proposed Parking Area:
1 Tree Per 10 Parking Spaces
PROVIDED:
1 Tree Per 2000 SQ. FT. Of Impervious Area:
(NEW PARKING ONLY)
1,980.00 SQ. FT./2000 = 0.99 => 1 TREE
(Required)
=> 1 TREE (Provided)
Perimeter Screen Along R-O-W & Adjacent Properties:
(3' High Evergreen Hedge) => NOT APPLICABLE
5% Interior Landscaping Islands:
1,980 Sq. Ft. X 5% => 99 Sq. Ft. (Required)
Landscape Islands: => 360 Sq. Ft. (Provided)
Proposed Parking Area:
1 Tree Per 10 Parking Spaces
11 Parking Spaces/10 => 1.1 TREE (Required)
=> 1 TREE (Provided)
BUFFER: NOT APPLICABLE
ZONING NOTES:
1. EXTERIOR LIGHTING SHALL BE PROVIDED FROM THE EXISTING SITE LIGHTING AND THE
BUILDING -MOUNTED LIGHTS. ALL LIGHTS SHALL BE DIRECTED SO THAT THERE IS NO
GLARE OR ILLUMINATION OFF -SITE.
2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE
PLAN.
3. ONE OUTDOOR DUMPSTER FACILITY IS IN USE AND SHALL REMAIN FOR USE BY THIS
SITE. THIS UNIT SHALL BE USED FOR NORMALLY PRODUCED TRASH AND REFUSE AND
FOOD PRODUCTS.
4. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY EXISTING
ENVIRONMENTAL FEATURE.
0 1 N N OLD4hTiriNE ' E TAURA1UT
34 5 MARTIN =U' PI E
T • EWALL MG ISTERIAL DI TRI T
FRE � E' I • UNTY VI' IINZ E
COUNTY OF FREDERICK
FREDERICK COUNTY, VIRGINIA
c DONALD R. FAIRMAN
33-A-164F
DB: 908 PG: 338
41 ZONED: B2
^v� USE: COMMERCIAL &
INDUSTRIAL
't4S 7.
1L'
\� 2 HMC LP LLP
I `
tz�33-A-114C
INST #:-01-10026
ZONED: RA
USE: AGRICULTURAL/UNDEVELOPED
\ fi 20-100 ACRES
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CORA ELLEN DICK
33-A-1648
INST. #:-02-16440
ZONED: RA I ` _ _ %
USE: SINGLE-FAMILY RESIDENTIAL o i
P.I.N. 33-A-163 n
1.4890 ACRES bq I I
D.B. 544 Pg. 291 EP PARK IG C
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O 0 G1- EXI �TIOIM
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-- 0 STORY TWOUILDING BUILDING
ICI I PROPOSED PROPOSED
' I I o o CONVENIENT RESTAURANT
I 1( I STORE
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t S23'46100 ")Y 305.45' I
AlARTINSBURG PIKE - U. S. ROUTE 11
a0' R,,"r
w S4 I T"
*d
VICINITY MAP 1" = 2000'
WILLIAM H. LAWRENCE
33-A-162
DB: 647 PG: 157
ZONED: RA
USE: COMMERCIAL &
INDUSTRIAL
PROJECT OVERVIEW
1"=40'
CLEARBROOK PRESBYTERIAN
CHURCH
33-A-158
REC. # 27546
ZONED: RA
USE: RELIGIOUS
S. K. ASSOCIATES INC.
33-A-163
INST #:-04-2233
ZONED: B3
USE: COMMERCIAL &
INDUSTRIAL
ASSY.
ASSEMBLY
B.F.
BASEMENT FLOOR
BLK.
BLOCK
BC
BOTTOM OF CURB
BML
BUILDING MOUNTED LIGHT
BP
BREAK POINT
BSBD.
BASEBOARD
CG-2
VDOT CURB
CG-6
VDOT CURB & GUTTER
CIP
CAST IN PLACE CONCRETE
CL
CLASS
CMF
CONCRETE MONUMENT FOUND
CPP
CORRUGATED POLYETHYLENE PIPE
CMP
CORRUGATED METAL PIPE
CMPA
CORRUGATED METAL PIPE ARCH
CO
CLEAN OUT
DIA.
DIAMETER
DS
DOWNSPOUT
EOP
EDGE OF PAVEMENT
EOG
EDGE OF GRAVEL
EX.
EXISTING
F.F.
FIRST FLOOR
F.F.E.
FINISHED LOOR ELEVATION
FDC
FIRE DEPARTMENT CONNECTION
FG
FACE OF GUTTER
FH
FIRE HYDRANT
F.L.S.
FIRE LANE SIGN
F.LT.
FLOOD LIGHT
Go.
GAUGE
GM
GAS METER
GV
GAS VALVE or GAPE VALVE
HCR
HANDICAP RAMP
HB
HOSE BIB
HDR CURB
6" HEADER CURB
HP
HIGH POINT
HTR.
HEATER
INC
INCREASER
INV
INVERT
IPF
IRON PIPE FOUND
IPS
IRON PIPE SET
LP
LOW POINT
LT.
LIGHT
MLP
METAL LIGHT POLE
MPD
MULTI -PRODUCT DISPENSER
MP
METAL POST
MH
MANHOLE
NDC
NOSE DOWN CURB
N.P.S.
NO PARKING SIGN
NLT
NO LEFT TURN
NRT
NO RIGHT TURN
N.T.S.
NOT TO SCALE
OHE
OVERHEAD ELECTRIC
OHT
OVERHEAD TELEPHONE
PIV
POST INDICATOR VALVE
PL
PROPERTY LINE
PP
POWER POLE
PROP.
PROPOSED
PVMT
PAVEMENT
RCP
REINFORCED CONCRETE PIPE
R.D.
ROOF DRAIN
RED.
REDUCER
R.O.
ROCK OUTCROP
SAN.
SANITARY
SEW.
SEWER
STD.
STANDARD
T.B.D.
TO BE DEMOLISHED
T.B.R.
TO BE REMOVED
T.B.P.
TO BE PRESERVED or PROTECTED
TB or T.B.
THRUST BLOCK
TC
TOP OF CURB
TEL.
TELEPHONE
TRB
TELEPHONE RISER BOX
TVRB
TELEVISION RISER BOX
TYP or TYP.
TYPICAL
UGE
UNDERGROUND ELECTRIC
UGG
UNDERGROUND GAS
UG CATV
UNDERGROUND CABLE T.V.
UGT
UNDERGROUND TELEPHONE
XFMR
ELECTRIC TRANSFORMER
WL
WATERLINE
WM
WATER METER
WPP
WOOD POWER POLE
WTP
WOOD TELEPHONE POLE
WV
WATER VALVE
5'R
RADIUS IN FEET
*00.00
PROPOSED SPOT ELEVATION
x(00.00)
EXISTING SPOT ELEVATION
HATCHING INDICATES REVERSED PITCH
IN THE GUTTER PAN: PITCH TO BE
1/8" PER FOOT. TRANSITION THE GUTTER
OVER A 10' LENGTH (TYP).
LIST OF DRAWINGS:
SHT. 1 /4: COVER SHEET
SHT. 2/4: GENERAL NOTES
SHT. 3/4: SITE LAYOUT PLAN
SHT. 4/4: SANITARY LATERAL & PUMP STATION
'BONING ADMINISTRATOR DATE �
APPROVED
FREDERICK COUNTY, VIRGINIA
SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL
PAINTER-LEWIS, P.L.C.
116 South Stewart Street
Winchester, Virginia 22601
a. PAINTER;10- Telephone (540)662-5792
Imo. Facsimile (540)662-5793
O 3�oS" Email: office®painterlewis.com
i7 Z
CONSULTING JOB NO.: 0404014 SHEET:
AL ENGINEERS DECEMBER 15, 2004 1 /4
Latest Revision Date: MARCH 2, 2UU5
GENERAL NOTES:
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK,
VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH
DISABILITIES ACT, WHERE APPLICABLE.
2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE
COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE.
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-257-7777 AT
LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY
LAND DISTURBING ACTIVITY.
4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER,
N A H LOCATED. THEREFORE THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOW AND SHOULD BE L C , IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE
REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE
APPROPRIATE UTILITY COMPANY.
5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR
CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL
BE PRESENT ON THE SITE AT ALL TIMES.
7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PERFORMED BY MARSH & LEGGE,
LAND SURVEYORS, P.L.C. THE FIELD SURVEY PERFORMED TO DETERMINED THE TOPOGRAPHIC INFORMATION HAS
BEEN BASED ON U.S.C. & G.S. DATUM AND A CONTOUR INTERVAL OF ONE (1') FOOT FOR THIS PROJECT.
8. NO SOILS REPORT WAS PREPARED FOR THIS PROJECT.
9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT,
WHERE APPLICABLE.
10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES
WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE.
CONSTRUCTION NOTES:
EROSION AND SEDIMENT CONTROL:
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING
ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH
OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.
2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE
LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES AND THE U.S. ROUTE 11
(MARTINSBURG PIKE) R-O-W.
3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE
CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE
END OF CONSTRUCTION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND
SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT
RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE
REPAIRED OR REPLACED BY THE END OF WORK THAT DAY.
5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT
CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY
EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL
VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED,
REPLANTED, AND MULCHED, AS NEEDED. VEGETATIVE COVER SHALL BE INSTALLED ON A MINIMUM OF 6" OF
TOPSOIL AND SHALL CONFORM TO THE FOLLOWING SPECIFICATION:
SEEDBED PREPARATION:
A. SCARIFY THE TOP 1"-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE BEEN
ACHIEVED.
B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 Ib/1000sf).
SEED TYPE: RATE: MIXTURE:
RELIANT HARD FESCUE 1 ASSEMBLYE???T30 Ib/Ac. 65%
KENTUCKY BLUEGRASS 40 Ib/Ac. 20%
PERENNIAL RYEGRASS 30 Ib/Ac. 15%
SEE SPECIFICATIONS FROM SUPPLIER FOR COMPLETE INFORMATION.
6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION
EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. A TRASH RACK SHALL BE USED AS PART OF THE
CONSTRUCTION ENTRANCE TO HELP IN THE CONTROL OF POTENTIAL MUD GENERATED AS PART OF THE
DEVELOPMENT OF THIS SITE. IF IT IS DETERMINED THAT THIS IS NOT SUFFICIENT, THEN A WASH RACK SHALL
BE INSTALLED, AS NEEDED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND
TO ALLAY DUST AT ALL TIMES. THE EXISTING PAVEMENT SHALL BE USED AS THE CONSTRUCTION ENTRANCE FOR
THIS PROJECT.
EXCAVATION AND GRADING:
1. TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OF ALL OF THE EXISTING
UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES SHALL BE LOWERED OR MOVED TO PROMOTE THE
CONSTRUCTION OF THE PROPOSED DEVELOPMENT.
2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED
MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE.
3. ALL TOPSOIL OR VEGETATIVE COVER SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED OFF -SITE,
IF APPLICABLE, IN THE AREA AS DIRECTED BY THE OWNER'S REPRESENTATIVE FOR FUTURE FINISH GRADING.
4. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE
CONTRACTOR AND APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL
MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO
95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL
ENGINEER.
5. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR
STRUCTURES WITHOUT PERMISSION OF THE OWNER.
6. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM
OF 6" TOPSOIL OBTAINED OFF -SITE, GRADED AND RAKED, PRIOR TO APPLICATION OF
PERMANENT VEGETATIVE COVER.
7. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS
NEEDED.
SANITARY SEWER AND WATER UTILITIES:
1. ALL SANITARY SEWER AND WATER UTILITY CONSTRUCTION SHALL CONFORM TO THESE PLANS AND SHALL
MEET ALL REQUIREMENTS OF THE STANDARDS AND SPECIFICATIONS OF THE FREDERICK COUNTY SANITATION
AUTHORITY (F.C.S.A.).
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY F.C.S.A.
3. THE PROPOSED SEWER SERVICE LATERAL SHALL BE CONSTRUCTED WITH PVC PIPE AND INSTALLED IN
ACCORDANCE WITH THESE PLANS AND THE F.C.S.A. THE SERVICE SHALL BE CONNECTED TO THE EXISTING
SANITARY SEWER PIPING, AS INDICATED ON THE SITE PLAN. ALL WORK SHALL BE COORDINATED WITH THE
F.C.S.A.
4. THE EXISTING WATER SERVICE WILL REMAIN IN SERVICE AND BE USED FOR THE RENOVATED
USES. THE WATER PIPING SHALL BE POLYETHYLENE MATERIAL AND INSTALLED AS SHOWN.
5. THE EXISTING WATER MAIN SHALL BE PROTECTED DURING THE CONSTRUCTION PROCESS AND SHALL REMAIN
IN SERVICE AT ALL TIMES.
6. THE F.C.S.A. MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF ALL WATER METERS.
BEFORE A PERMANENT METER IS SET, THEY REQUIRE THAT; 1) THE FRAME AND COVER SHALL BE PROPERLY
ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER SHALL BE SET TO THE FINAL GRADE
OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR SHALL BE BETWEEN
18"-21 "; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER. IT
IS THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO HAVE THE METER BOX ASSEMBLY INSTALLED
CORRECTLY.
7. 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 AND INSTALL THE METER VAULT ASSEMBLY. THE
AUTHORITY WILL INSTALL THE METER.
d) THE AUTHORITY WILL INSTALL ALL SEWER LATERALS.
8. THE F.C.S.A. SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR AND MAKE
THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY THE COST OF THIS WORK.
9. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
10. THE EXISTING WATER MAINS AND SANITARY SEWER MAINS SHALL BE UNDISTURBED AND REMAIN IN SERVICE
AT ALL TIMES.
STORM WATER MANAGEMENT:
1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE EXISTING STORM SEWER SYSTEMS AND THE
EXISTING DRAINAGE CHANNELS ON THE ADJACENT PROPERTIES. THE STORM WATER RUNOFF FROM THE ON -SITE
IMPROVEMENTS WILL NOT RESULT IN AN INCREASE FROM THE EXISTING CONDITIONS ON -SITE, BECAUSE NO
INCREASE IN IMPERVIOUS AREA WILL RESULT. THE PROPOSED GRADING AND THE EXISTING PIPING SYSTEMS IN
ADDITION TO THE EXISTING SWALES ARE ADEQUATE TO CONVEY THE STORM WATER RUNOFF. THE BUILDING
ELEVATION IS ABOVE THE 100 YEAR FLOOD LEVEL IN THE ADJACENT DRAINAGE CHANNELS.
2. ALL SURFACE WATER SHALL BE CONVEYED TO THE ON -SITE STORM SEWER SYSTEMS BY THE PROPOSED
CURBS AND BY SHEET FLOW, AS INDICATED ON THESE DRAWINGS. ALL DOWNSPOUTS SHALL BE PIPED TO THE
STORM SEWER SYSTEMS.
PAVING AND CONCRETE:
1. THE EXISTING ENTRANCES, MAIN DRIVE AISLES, AND PARKING AREAS SHALL REMAIN AS CURRENTLY INSTALLED.
THE PROPOSED, REAR PARKING FACILITY SHALL RECEIVE THE MINIMUM PAVEMENT SECTION, AS DETAILED ON THE
PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SECTIONS SHALL BE SAW -CUT TO PROVIDE A
SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS.
2. ALL CONCRETE SHALL BE VDOT CLASSIFICATION .A-3 CONCRETE. THE CONCRETE CURB AND GUTTER SHALL
CONFORM TO VDOT STANDARD CG-6, CG-6R, AND CG-2, AS APPLICABLE. ALL WORK SHALL BE DONE IN
ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF VDOT
MISCELLANEOUS:
1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK,
VIRGINIA FIRE MARSHAL.
2. ALL BUILDINGS AND ADDITIONS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE
(V.U.S.B.C.) AND SECTION 303, USE GROUP (A) ASSEMBLY (RESTAURANTS) OF THE B.O.C.A NATIONAL BUILDING
CODE, 1996 EDITION (NOTE: IBC 2000 CAN BE UTILIZED THROUGH MODIFICATION).
3. THE MAXIMUM SLOPE ACROSS THE HANDICAPPED PARKING AND UNLOADING AREAS SHALL NOT EXCEED A 2%
GRADE. ALL REQUIRED EGRESS FROM THE BUILDINGS SHALL COMPLY WITH C.A.B.O. A117.1-92. THE LANDINGS
AT THE REAR MAY BE USED AS THE AREA OF REFUGE PROVIDED THAT A MINIMUM OF 4' IS MAINTAINED
BETWEEN THE RAILINGS.
4. THIS SITE AND BUILDINGS RELATED THERETO SHALL BE SUBJECT TO ALL FIRE -RATINGS AND FIRE
SEPARATIONS IN ACCORDANCE WITH SECTION 707 OF THE B.O.C.A. NATIONAL BUILDING CODE.
5. CHAPTER 17 OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION REQUIRES THAT THE STRUCTURAL
PLANS AND ANY SPECIAL INSPECTIONS (SOIL TESTING, CONCRETE, STEEL, ETC.) SHALL BE PERFORMED AND
PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA. ALL RELATED
DOCUMENTATION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR PERMIT AND APPROVAL.
6. A PERMIT SHALL BE REQUIRED FOR THE BUSINESS SIGN AND THE POLE LIGHTS PROPOSED IN THE PARKING
AREA OF THIS SITE.
LANDSCAPE NOTES:
1. THE PROPERTY DELINEATED ON THIS PLAN IS LOCATED IN THE COUNTY OF FREDERICK, VIRGINIA IN THE B-3
ZONING DISTRICT.
2. CONFIRM THE LOCATIONS OF ANY UTILITIES ABOVE OR BELOW GROUND PRIOR TO THE COMMENCEMENT OF
WORK. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT UTILITIES OR ANY OTHER STRUCTURES CONFLICT
WITH THE LAYOUT SHOWN ON THE PLAN.
3. VERIFY THE QUANTITIES SHOWN ON THE PLANT (LIST WITH TOTALS INDICATED ON THE PLAN. CONTACT THE
LANDSCAPE ARCHITECT IN THE EVENT THAT DISCREPANCIES EXIST. SUPPLY UNIT PRICES TO THE OWNER AT TIME
OF BIDDING.
4. ALL MATERIALS ARE SUBJECT TO APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE. PROVIDE THE
OWNER WITH A TAG FROM EACH PLANT SPECIES AND A LIST OF THE PLANT SUPPLIERS. WHERE ANY
REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, USE PLANTS WHICH MEET THE NORMAL REQUIREMENTS FOR
THE VARIETY ACCORDING TO THE AMERICAN ASSOCIATION OF NURSERYMEN.
5. PLANTS SHALL BE SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSECT EGGS AND
LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS.
6. SIZES SPECIFIED IN THE PLANT LIST ARE MINIMUM SIZES AGAINST WHICH THE PLANTS WILL BE JUDGED.
FAILURE TO MEET THE MINIMUM SIZE OF ANY PLANT WILL RESULT IN REJECTION OF THAT PLANT.
7. GROUPS OF SHRUBS SHALL BE PLACED IN A CONTINUOUS MULCHED BED WITH SMOOTH, CONTINUOUS EDGES
AS SHOWN ON THE PLAN. ALL MULCHED BEDS SHALL BE CURVILINEAR IN SHAPE FOLLOWING THE CONTOUR OF
THE PLANT MASS. APPLY A MINIMUM OF 4 INCHES OF MULCH UNIFORMLY OVER BEDS. TREES LOCATED WITHIN
FOUR FEET OF ANY SHRUB BED SHALL SHARE THE SAME BED. GRADE FINISHED PLANTING BEDS SO AS NOT TO
IMPEDE SURFACE DRAINAGE.
8. STAKE AND GUY ALL TREES ACCORDING WITH STANDARD PRACTICE AND/OR THE SUPPLIERS
RECOMMENDATIONS. AT A MINIMUM, ALL DECIDUOUS TREES SHALL BE DOUBLE -GUYED WITH 72" HARDWOOD
STAKES DRIVEN FIRMLY INTO THE GROUND. SECURE TREE TO STAKES WITH #9 GALVANIZED WIRE GUYS WITH
RUBBER HOSE CONNECTIONS. STAKES SHALL BE 2'"x2"x72".
9. USE SHREDDED HARDWOOD BARK MULCH IN ALL PLANTING BEDS.
10. REMOVE ALL TAGS, TWINE AND CONTAINERS FROM INSTALLED PLANTS. ROLL BACK BURLAP ONE THIRD ON
ALL B&B PLANTS.
11. PLANT SUBSTITUTIONS ARE PERMITTED WITH CONSENT FROM THE LANDSCAPE ARCHITECT AND THE PLANNING
DEPARTMENT OF THE COUNTY OF FREDERICK, VIRGIINIA.
12. PREPARE THE SOIL IN ALL BEDDING AREAS BY MIXING INTO THE TOP SIX INCHES OF SOIL ONE CUBIC YARD
MANURE, PEAT AND 10-6-4 GRANULAR FERTILIZER' PER 100 SQUARE FEET OF AREA. REMOVE ANY TURF, WEEDS
OR OTHER VEGETATION COMPLETELY PRIOR TO INSTALLATION.
13. PLANT ALL MATERIALS IN THEIR APPROPRIATE SEASON. THE CONTRACTOR SHALL GUARANTEE ALL PLANT
MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM TIME OF INSTALLATION.
14. LOCATE TREES A MINIMUM OF 36" AWAY FROM WALLS AND WALKS, IF POSSIBLE.
15. ALL EXISTING PLANT MATERIALS SHALL REMAIN UNLESS OTHERWISE NOTED ON THE SITE PLAN.
Virginia Department of Transportation
Staunton District
Rev. May 1, 2004
VDOT General Notes
V1. All work on this project shall conform to the current editions of and latest revisions to
the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and
Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable
state, federal or local regulations. In case of a discrepancy or conflict between the
Standards or Specifications and Regulations, the most stringent shall govern.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational
Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH)
Rules and Regulations.
V3. When working within VDOT right-of-way, all traffic control, whether permanent or
temporary, shall be in accordance with the current edition of VDOT's Work Area Protection
Manual. Furthermore, all traffic control (loggers must be certified in accordance with
Section 104.04(c) of the VDOT Road and Bridge Specifications.
V4 The developer shall be responsible for rellocating, at his expense, any and all utilities,
including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private /
public utility companies. It is the sole responsibility of the developer to locate and identify
utility facilities or items that may be in conflict with the proposed construction activity.
VDOT approval of these plans does not indemnify the developer from this responsibility.
V5. Design features relating to field construction, regulations, and control or safety of
traffic may be subject to change as deemed necessary by VDOT. Any additional expense
incurred as a result of any field revision shall be the responsibility of the developer.
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all
necessary VDOT land use permits for any work within VDOT right-of-way.
V7. If required by the local VDOT Residency Office, a pre -construction conference shall be
arranged and held by the engineer and/or developer with the attendance of the contractor,
various County agencies, utility companies and VDOT prior to initiation of work.
V8. The contractor shall notify the local VDOT (Residency Office when work is to begin or
cease for any undetermined length of time. VDOT requires and shall receive 48 hours
advance notice prior to any required or requested inspection.
V9. The contractor shall be responsible for maintaining adequate access to the project
from the adjacent public roadway via a construction entrance that is constructed and
maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control
access to other properties affected b this project shall be
Handbook. Furthermore,a p p y p �
maintained through construction. The Developer shall have, within the limits of the project,
an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in
Erosion and Sediment Control who shall inspect erosion and siltation control devices and
basis for proper installation and operation. Deficiencies shall be
measures on a continuousp p p
promptly rectified.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site
during and at the end of construction.
V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a
minimum thirty-six (36) inches cover and when possible shall be installed under roadway
drainage facilities at conflict points.
V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids,
caves, etc.) encountered during the course of construction shall be immediately brought to
the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate
design can be determined by the engineer and approved by VDOT.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by
a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT
representative shall be present to insure the sample obtained is representative of the
location. When soil samples are submitted to private laboratories for testing, the samples
shall be clearly identified and labeled as belonging to a project to be accepted by VDOT
and that testing shall be performed in accordance with all applicable VDOT standards and
procedures.
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches
shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as
determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for
the full width of any dedicated street right-of-way. At the direction of VDOT, density tests
shall be performed by a qualified independent agency in accordance with VDOT Road and
Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily,
unless specified otherwise.
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these
plans and/or as specified by VDOT.
V16. The installation of any entrances and mailboxes within any dedicated street
right-of-way shall meet VDOT minimum design standards and is the responsibility of the
developer.
V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement
markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an
account receivable basis following the Manual On Uniform Traffic Control Devices.
V18. The developer shall provide the VDOT Residency Office with a list of all material
sources prior to the start of construction. Copies of all invoices for materials utilized within
any dedicated street right-of-way must be provided to the local VDOT Residency Office
prior to acceptance of the work. Unit and total prices may be obscured.
V19. Aggregate base and subbase materials shall be placed on subgrade by means of a
mechanical spreader. Density will be determined using the density control strip in
accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A
certified compaction technician shall perform these tests. Certified copies of test reports
shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone
depths, a VDOT representative shall be notified and given the opportunity to be present
during the construction and testing of the density control strip.
V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the
VDOT Road and Bridge Specifications. Density shall be determined using the density control
strip as specified in Section 315 and VTM-76. A certified compaction technician shall
perform these tests. Certified copies of test reports shall be submitted to VDOT daily,
unless specified otherwise. A VDOT representative shall be notified and given the opportunity
to be present during the construction and testing of the control strip.
V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36)
inches and larger shall be explored below the bottom of the excavation to determine the
type and condition of the foundation. The contractor shall report findings of foundation
exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs
shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise
unsuitable foundation is encountered, the foundation design and/or need for foundation
stabilization shall be determined by the engineer and approved by VDOT.
V22. Approval of these plans shall expire three (3) years from the date of the approval
letter.
V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans
and/or as specified by VDOT.
V24. VDOT Standard Guardrail shall be installed) where warranted and/or as proposed on
these plans in accordance with VDOT's installation criteria. Final approval of the guardrail
layout to be given by VDOT after grading is mostly complete.
DIVERSION RIDGE REQUIRED
WHERE GRADE EXCEEDS 2%
L
SEDIMENT BARRIER - \
(STRAW BALE TYPE SHOWN) \
SUPPLY WATER TO WASH
WHEELS IF NECESSARY.
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II
FILTER FABRIC
NOTE:
SPILLWAY USE?HANNELIZE
NDBAGS, STRAW BALES
ORHER APPROVED METHODS
TO RUNOFF TO BASIN
1;P1ZZK AS /REQUIRED.
Y .ps.ac� �{,,��-.. c� �(.ars •v bs..l� �- aaJo
I� A
EX. ASPHALT PAVEMENT
SECTION SHALL BE USED.
DIVERSION RIDGE
70' MIN.
PLAN
NOTES:
1. THE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION THAT WILL PREVENT TRACKING OR
FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -
OF -WAY. THIS MAY REQUIRE TOP DRESSING,
REPAIR AND/OR CLEANOUT OF ANY MEASURES
USED TO TRAP SEDIMENT.
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED
PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY.
3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE
ON AN AREA STABILIZED WITH CRUSHED STONE
THAT DRAINS INTO AN APPROVED SEDIMENT TRAP
DEVICE.
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SURVEY:
C.I.:
MARSH & LEGGE
N/A
DRAWN BY:
JOB NO.:
P-L-PLC.
0404014
SCALE:
DATE:
N/A
12/15/04
SHEET:
2/4
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EX. 270 FORCE
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W ' EX. INV. =\
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01
EXISTING SANITARY LATERAL�7
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(OR EQUAL) \ I \ INSTALL WITH MINIMUM DEPTH OF /1I
I ' \ I \ ,
BURYPIP 36" I I , EE E BEDDING DETAILS
IML
1 PARKING �- _ �"� SCREEN DUMPSTER REA
AS SHOWN.
EX *PPTO BE EX. $
I I I I I I I I w I Ak
RELOCATED TO REMAIN. DUMPSTER EX. __•._'_ SIGN
\ I EX., I EX. OP
EX. ASRI��LT I I I STRIPES I � � PROPOSED E/ONE PUMP STATION y 356
(TB.R.) EX. GRASS AREA I I MODEL GP 2014 (OR EQUAL) G,
II\ I I I INSTALL PER MANUFACTURER v EXSPECIFII I I -
\ ADJUSTCFINAL SGRASS AREA
LOCATION OF PUMP W ^'
EX. I STATION AS DIRECTED BY THE
\ EX ❑ SEPTIC OWNER & FIELD FIT AS REQ'D m
TANK I IN
SEPTIC (T.B.R.) 1 O
TANK O
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P.I.N. 33-A-1 63 \ 0D EX. ASPHALT 4" WHITE (TO REMAIN) STRIPES
1.4890 ACRES _ (TYP.> 70.00'
\ D.B. 544 Pg. 291 4.5'R PROP. AKIN AREA 9.00
I (TYP.) REMOVE DAMAGED SPHALT
AREAS A NEED AND
\ EX ]� EX RE VE E TRANCEJAS
STR/PE
fF
UMP NEE ED TCHING
20. (T.B.R. �' CG-6 EX. (T.B.R.) PA AUNT SECTION tm
try_
156.10' `D EX.�OLLED \
_EX. AIR 4. 5' ,, PROP. PR P. CONC. WALK 5 v . A PHAL T� 2.5'R •�
_ __. ___--- 0.12 0
EX EX EX CONCRETE -\ PROP. (T.B.R. ITIO EX 60' A I I I I \ 0w v
o EX. LID( CONC. ►�
II"ELL O CAPR LlD �� E�. \ TRENCH N 15.9 cn PROPANE (T.B I
_ \ \ co--16.96 TANKS L� — I w Q I I7
CANOPY �' z O
' \ PROP. EX. (T.B.R.) EX TWO STORY k i� O w
II3 MF E INDICATE TANK _ ❑ EX. TWn STORY
J ,�iDCP SIGN � STONE &FRAME r 2 50' � � U o' "
\ \ STANDING \ (TB.R. °' STONE & FRAME BLDG. � a _ I w w Ca '
❑ SPACE \ PROP. CONVENIENT STORE V PROP. RESTAURANT o y / = Z N
01
(TYP.) ❑ AREA. 2351.14 Sq. Ft. o I 12.5'R a a o0
EX \ EX 3425 AREA: 1974.65 Sq. Ft. I '
II (Q FUEL I I �\ I I FUEL I I /� EX I 7.5'R .96' ' FIN. FLOOR ELEV.=201.70 a I Q
V PUMPS l2� FUEL FIN. FLOOR ELEV=201.70 '
W\ PUMPSI PUMPS PARKING REQUIRED: 12 Spaces PARKING REQUIRED: 20 Spaces
❑ J \ -J`1I ❑ J I EX. `° Sp 2.42' -1 1-
L! � ,PARKING REQUIRED: 35 aces 7 52' I-- --{ i-.-12,75'--{ I- EX.
_ ENCLiOS (A (TOTAL) 7'� '
. . 1.4
�i 158.76- ,35' BRL o [NARY —�_t03 1 -10. O1 0.0'.I N 10.00'J� 5R
--16�- --� �' 3.08' / o n
._._. I EX EX __.._._ _
EX \ CANOPY ❑ EX. ` o EX. o
° CONCRETE- FUEL I PR P ENCLOSED I �1 I ( = I
❑ PUMPS r,) I BLG. ENTRY_ � 1
^' MOU TED 1 F+ I n
I EX \ ` I N HDCP SIGN I I IDSm
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rn
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N.E. CORNER OF EX , 1\
EX. STONE WALL CONCRETE r I __ M o�
EX. CONC, WALL EX WPP o EX.
S23*4B 00 "Or 305. 45 t \
9 BENCHMARK - - - - - _ EX. OA ELEC. --
ex. INV. =� - - _
IN 2 NAILS IN POLE '!'= \
195.85) EX. 15" CUP OX - - ELEV. = 200.00 \ EX. GRASS rEX. GRASS t t EX. GRASS
EX. CG-7 EX. CG-7 -
-- ,EX. CG-7 EX. CG-7
zoo — --
20 0 20
Scale 1 " = 20 ft
AURTMWIM Pffff — U S. ROM[ all
80' RRIX
HDCP SYMBOL (WHITE)
SOLID BLUE BACKGROUND
HANDICAP PARKING DETAIL
N.T.S.
NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO ADA
ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES.
• 8' TYPICAL FOR VAN ACCESSIBLE SPACES do
5' TYPICAL FOR OTHERS.
2. HDCP SIGN MAY BE INSTALLED ON BUILDING,
AS DIRECTED BY OWNER.
CG-6
COMBINATION 6" CURB do GUTTER
N.T.S.
(SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION)
- - EX.
STOP
EX. GRASS �/� SIGN
-- dilmkjw- jaw
EX. CG-7
y
0 EX. OPP
EX. 11PP 984
N29357
PLANT LIST
6"
ig-
6" F 2'-0"
NEENAH R-4991-FX SOLID TOP
PERMA-GRIP SURFACE
METAL FRAME & ANCHORS
6" CONCRETE TRENCH
NOTE:
CONTRACT
HYDROSEE
AREAS DID
OF THEIR
(2) UPRIC
TREES OF
TO BE GL
TREE WR/
RUBBER
2"x2" HAF
2 PER TR
12 GAUGE
WIRE-DOU
4" MULCH
3" SAUCE.
EXISTING
SOIL MIX
COMPACT[
TREE FRC
UPRIGHT
FIRM BEA
REMOVE 1
ROPE FR(
TREE PLANTING
SECTION N.T.S.
HANDICAP SIGN DETAIL
N. T. S.
12" x 18" STND.
001 UI kI
RESERVED RESERVED
PARKING PARKING N Z
O
-STD. U-CHANNEL POST �� Uj
VAN 0O
ACCESSIBLE C) V
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ACCESSIBLE SIGN
PROP. GROUND SIGN
O O
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F- j N
2" SM-12.5AL BIT. CONC.
SURFACE COURSE
6" 21-B
STONE BASE
COMPACTED SUBGRADE -- II i I -
_7, -
./ r
►• •
M.
CONCRETE DITCH DETAIL
N.T.S.
METAL PLATES SHALL BE
BOLTED TO CONCRETE BASE.
MIN
KEY
QTY.
BOTANICAL NAME
COMMON NAME
SIZE
SPACING
REMARKS
RM
2
Acre rubrum
Red Maple
2" cal.
see plans
caliper measured 6" above grade
TO
8
Thuja occidentalis
Eastern Arborvitae
.4'- 6' Ht
see plans
ball and burlap
ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING
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re. 18260
1 G
zIONAL
SURVEY:
MARSH & LEGGE 1
DRAWN BY:
P-L-PLC.
JOB NO.:
0404014
SCALE:
DATE:
AS SHOWN
12/15/04
SHEET:
3/4
PUMP STATION DESIGN AND INSTALLATION
NNE
6'-
/4p
I
I
,4•oop�-ri,�q�� A I I
\ 4\ o I
EX. 27/ FORCE
�..
-SEVER LATERAL
EX INV.
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\ 15'R �~ \ \ \ \\\ \ ��� I
EX. INV. \ \ \\
(199.75) \ \ \ \ \
\ J-_
�\ �\ �� I
CONNECT PR h` \ ESSURE PIPE TO ��\ '\ \
II I I EXISTING SANITARY LATERAL 7
\ i 1�9
♦ Owe, \ \\ ( p�
200 PSI ROLLED PLASTIC PIPE \ I\ I
(OR EQUAL) \
\.� \INSTALL WITH MINIMUM DEPTH OF
BURY = 36" \
EE PIPE BEDDING DETAILS
II I SCREEN DUMPSTER,,AREA I I ' \ AS SHOWN. I , m
EX. WPP \ Il/90
I I I ( !U TO BE EX. DUMPSTER AR
' RELOCATED I a�TO, REMAIN. EX./GN
EX. TB.R.) EX. GRASS AREA ICIV
I I I STRIPES ! PROPOSED E/ONE PUMP STATION „�
56 J
( I MODEL GP 2014 (OR EQUAL)
INSTALL
'
PER MANUFACTURER EX.` �
SPECIFICATIONS. W gPASS, AREA ^' I
EX. I ADJUST FINAL LOCATION OF PUMP
STATION AS DIRECTED BY THE
SEPTIC DOWNER do FIELD FIT AS REQ'D f
EX. TANK I �
SEPTIC (rB. K l
TANK
�(T B R
163
291
PROP.-
CONC.
TRENCH
\ PROP-
20 0
\ \ EX. EOP
~ EX. ASPHAL T
(TO REMAIN)
.5'R i ROP. ARKIN AREA
o - EX. !L
o FUEL A
" O PUMP
20 I (T.B.R. CG-6 EX
AIR 4• 5' a * PROP
(T.B.R. ITK
-15.9 ' 0
--16.96.
EX.
PRbP. CONC. WALK
EX.
_ PROPANE
TANKS
EX. TNT STOR Y (r.B.R.)
20 60
Scale 1 " = 20 ft
- 4" WHITE
STRIPES
(TYP.)
9.00'
(TYP.)
EX.
STRIPE
I (LB.IR.)
.� Wdw _
EX. TWb STORY
� � 0
CE tq P ��
I o�
70.00'I '
REMOVE DAMA ED PHALT
AREAS A NEED AND
RE VE E TRANCE u'S z bi ,
NE ED TCHING
'PAV W1�NT SECTION I IN
EX./ �OLLED
v . ASPHAL T2.5'R I
0.12' 0
w� I .
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The data below show the approximate operating characteristics of the existing F.C.S.A. pump station at Woodbine Road and the proposed E/ONE pump station at the Old Stone Restaurant.
Pump Shutoff Shutoff Design Design Max.
Operating Max. Operating
Start Hyd. End Hyd.
Discharge
Pump
Label Head (ft) Discharge (gpm) Head (ft) Discharge (gpm)
Head (ft) Discharge (gpm)
Grade (ft) Grade (ft)
(gpm)
Head (ft)
WOODBINE PUMP 177.33 0.00 133.00 185.00
0.00 370.00
598.94 740.47
166.24
141.53
OLD STONE RESTAURANT PUMP 122.67 0.00 92.00 11.00
0.00 22.00
628.86 703.57
13.76
74.71
The data below show the calculated pressure in the F.C.S.A. force main at the point of connection of the proposed lift
station at the Old Stone Restaurant.
Junction Elevation Demand
Demand
Hydraulic
Pressure
Label (ft) (gpm)
Pattern
Grade (ft)
(psi)
OLD STONE RESTAURANT 624.00 0.00
Fixed
702.91
34.13
FORCE MAIN HIGH POINT 625.50 0.00
Fixed
692.04
28.77
VDOT LIFT STA 620.00 180.00
Fixed
681.16
26.45
DESIGN CRITERIA
Estimated Daily Flow Maximum:
convenience store with fuel pumps: 10 gpd/vehicle x 100 vehicles = 1,000 gpd
restuarant with on fixed seats: 50 gpd/seat x 30 = 1,500 gpd
apartment with 1 bedroom: 150 gpd/bedroom x 1 = 150 gpd
design flow: 2,750 gpd
estimated peak flow:
bathroom group (1) 0 3.6 WSFU
hose bibs (2) 0 2.0 wsfu
kitchen sink (1) A 1.4 wsfu
kitchen sink, restaurant (1) 0 4.0 wsfu
lavatory, public (4) 0 2.0 wsfu
water closet, public (6) 0 5.0 wsfu
Total: 51.0 wsfu: from Int. Plumbing Code Table E101B, peak flow = 29.1 gpm
SYSTEM COMPONENT DESCRIPTION
A. Piping
Gravity sewer pipe and pressure distribution pipe and fittings called for on the plans shall be SCH 40 ASTM D 1784 with
solvent cement joints assembled in accordance with ASTM D 2855. No bends greater than 45 degrees shall be used in the
gravity sewer line.
The pipe trench bottom should be constructed to provide a firm, stable and uniform support for the full length of the pipe.
Any part of the trench bottom excavated below embedment grade should be backfilled and compacted. Concrete thrust
blocking should be provided at each change of direction of the force main. All pipe shall be installed with proper bedding
providing uniform longitudinal support under the pipe.
Excluding the pressure distribution pipe, all other pipe should be installed by placing the initial backfill material to a minimum
depth of six inches over the top of the pipe and compacted. All pipe embedment material should be selected and placed
carefully, avoiding stones over 1-1/2 inches in size, frozen lumps and debris. Sharp stones should be excluded from the
embedment material.
The distribution lines should be installed using grade boards and/or stakes placed at 10' intervals. Trenches and distribution
lines shall be installed uniformly level. The lines shall have burr free and counter sunk holes placed in a straight line along
the longitudinal axis of the pipe with holes turned down.
B. Pump System
The pump system called for on the plans is the Enviroment One Model GP 2014-93 duplex, grinder pump package. This
system is available from Design Equipment Inc., 804-752-6335. The GP 2014 is a complete unit, including the grinder pump,
check valve, tank, and all necessary controls, ready to connect. Install the system in accordance with the manufacturer
specifications. Provide an audible and visual alarm to work with the high water switch in the system. Install the alarm in a
conspicuous location in the building.
C. Pump Head Calculations
The standard system pump will be adequate to convey the sewage to the proposed point of discharge.
The calculated design head is based on a peak discharge rate of 15 gpm. The design head for the proposed pump is 80
feet. The proposed pump will be a 240 volt, single phase, 1 horse power motor with a 1 1/4" NPT discharge. A master
disconnect switch and manual over -ride switch is required on the pump control box. The alarm is to be wired on a separate
circuit than the pump.
0. D. 18" �-
FINAL BACKFILL
CAREFULLY COMPACTED
SELECT BACKFILL OR
CRUSHED AGGREGATE
CRUSHED AGGREGATE
TYPICAL PIPE BEDDING DETAIL
NOT TO SCALE
MINIMUM DEPTH OF BURY IS 36".
ini
PRESSURE PIPE
24
PLAN
10"
24"
SECTION
PRESSURE PIPE THRUST BLOCK DETAIL
NOT TO SCALE
FORM THRUST BLOCKS WITH MIN. 3000 PSI CONCRETE.
DIMENSIONS SHOW ARE MINIMUMS.
FORM THRUST BLOCKS AGAINST UNDISTURBED EARTH IN TRENCH FOR HORIZONTAL SUPPORT.
ACCESS WAY VENT
STRAIN RELIEF CORD
CONNECTOR
FIELD JOINT, REQUIRED
FOR MODELS TALLER �-
THEN 2014-93
INTERNAL WELL VENT
2.0' DIA.
INLET, GROMMET
TO ACCEPT 4.50' O.D.
PVC PIPE (STANDARD).
DUST COVER SUPPLIED
FOR SHIPMENT (NOT
SUITABLE FOR BURIAL)
40 in
1023 mm
DISCH
ALARM
31 in
800 mm
26 in
648 mm ON
96 gal OFF
363 L
18 in
445 rtxn
246�LI
14 in
343 mm
49 pal
185 L
SEMI -POSITIVE DISPLACEMENT TYPE PUMP
DIRECTLY DRIVEN BY A 1 HP MOTOR
CAPABLE OF DELIVERING 9 gpm AT 138' T.D.H.
(34 Ipm AT 42m T.D.H.)
NOTE: A CONCRETE ANCHOR
IS REQUIRED TO PREVENT THE TANK FROM FLOATING.
SEE INSTALLATION INSTRUCTIONS
OR
SPECIFIC CUT SHEET
FOR SIZE AND WEIGHT OF ANCHOR
AP ILIA
WATER TIGHT LID, FRP
DUAL WALL,CORRUGATED
HDPE ACCESSWAY
POWER & ALARM CABLE
12-6 W/GND
ELECTRICAL QUICK DISCONNECT
(EQD)
CORE CONTROL COMPARTMENT
BREATHER
DISCHARGE
1 1/4' FNPT
(304 S.S.)
-QUICK DISCONNECT ASSY.
(304 S.S.)
SS CAST BALL VALVE
1 1/4" DISCHARGE LINE
(304 S.S.)
CHECK VALVE
(GLASS FILLED PVC)
ANTI -SIPHON VALVE
(GLASS FILLED PVC)
HDPE TANK
1/2" NOMINAL WALL THICKNESS
75 GALLON CAPACITY
EACH SIDE OF BAFFLE.
L NSF c5p
20M _9�
GRADE MUST
SLOPE AWAY FROM
STATION
GRADE GRADE
INVERT57.1
COVER
OVER
DISCH DEPTH
IQ LU
90.3'
11,
BALLAST
CONTAINMENT
40.3' RING
31.5'
DISCHARGE: 1-1/4 FEMALE INLET: EPDM GROMMET FOR
PIPE THREAD 4' DWV PIPE (STANDARD)
0 38.8'
NSF c5p
SGS CAH 7/08/02 C 1/16
DR BY CHK'D DATE ISSUE SCALE
BALLAST REQUIREMENTS
A CONCRETE ANCHOR IS REQUIRED
ON ALL MODEL 2014-93 SIATIONS
SPECIFIC CONCRETE DIMENSIONS ARE REQUIRED AE1R/ER •VOTEMa
TO ACHIEVE NECESSARY BALLAST EFFECT
MODEL 2014-93
SEE INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS
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�`r3I0NAL
SURVEY:
MARSH & LEGGE
1
DRAWN BY:
JOB NO.:
P-L-PLC.
0404014
SCALE:
DATE:
1"=20.0'
12/15/04
SHEET:
4/4