HomeMy WebLinkAbout04-23 Site PlanSITE
APPROX. LOC. EX. WATER METERCROCK30"SYCAMORE30"SYCAMORE30"SYCAMORE5"MAPLE4" ASHLEAFMAPLE15 EVERGREEN & 2DECIDUOUS TREES. 2"CALIPER OR GREATER
.12 EVERGREEN & 4DECIDUOUS TREES. 2"CALIPER OR GREATER
.
2023-03-15
U:\Accounts\THCAC\THCAC22001 - 1930 Front Royal Pike\DESIGN\_SHEETS\Minor Revision 1\CS0000.dwg PLOTTED: 3/15/2023 3:14 PM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS0000 BYNO.DATEREVISIONSTHE CATERER1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA 22601NICK SANTMIERCOVER SHEETTHCAC22001
AS SHOWN
KDR
2022-03-10
MMA
SHEET
APPROVED BY
OF1 6
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATE; AND OWNER SHALL
INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES
FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES
ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPREPARED FOR:
OWNER/DEVELOPER
NICK SANTMIER
1930 FRONT ROYAL PIKE
FREDERICK COUNTY, VA 22601
540-935-3983
THE CATERER
SITE PLAN #04-23
MINOR REVISION TO SITE PLAN #17-22
FREDERICK COUNTY, VA
LOCATION MAP
Scale: 1" = 1000'NORTHCALL 1-800-552-7001
CALL BEFORE YOU DIG
ALWAYS CALL 811 BEFORE YOU DIG IN VIRGINIA
SECTION 56-265.17 REQUIRES THREE WORKING DAYS
NOTICE TO UTILITIES BEFORE YOU EXCAVATE, DRILL OR
BLAST VIRGINIA UTILITY PROTECTION SERVICE, INC.
TICKET NUMBER(S):
PREPARED BY:PENNONI ASSOCIATES INC.
117 East Piccadilly Street
Winchester, VA 22601
T 540.667.2139
F 540.665.0493 2022-05-02 1 ADDRESS 1ST SUBMISSION AGENCY COMMENTS KDR NOT FOR BID OR CONSTRUCTION
2023-03-15 PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493LOCAL UTILITIES
RAPPAHANNOCK ELECTRIC CO-OP
137 KELLEY COURT
FRONT ROYAL, VIRGINIA 22630
(540) 662-2037
VERIZON
404 HILLANDALE LANE
WINCHESTER, VIRGINIA 22602
(540) 665-3156
COMCAST COMMUNICATIONS
195 RAINVILLE ROAD
WINCHESTER, VIRGINIA 22602
(540) 504-0942
WASHINGTON GAS
350 HILLANDALE LN.
WINCHESTER, VIRGINIA 22602
(540) 868-7913
FREDERICK WATER (WATER & SEWER)
315 TASKER ROAD
STEPHENS CITY, VIRGINIA 22655
(540) 868-1061
RESPONSIBLE LAND DISTURBER
THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING
OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS.
NAME: Samuel Smith
CERTIFICATION #: RLD18962
DATE: 2023-02-20
APPROVED BY FREDERICK COUNTY ZONING ADMINISTRATOR
________________________________________________________________________________
APPROVED BY DATE
SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE
Sheet List Table
Sheet Number Sheet Title
1 Cover Sheet
2 General Notes & Legend
3 Dimensional Plan
4 Lighting Plan
5 Lighting Details
6 Lighting Details
SITE PLAN #04-23SUBMISSION REVIEW TRACKING
02/20/2023 FREDERICK COUNTY (REVIEW)
FIRE MARSHAL
INSPECTIONS
PLANNING & DEVELOPMENT
PUBLIC WORKS
03/15/2023 FREDERICK COUNTY (2ND SUBMISSION)
PLANNING & DEVELOPMENT
U:\Accounts\THCAC\THCAC22001 - 1930 Front Royal Pike\DESIGN\_SHEETS\Minor Revision 1\CS0001.dwg PLOTTED: 3/15/2023 3:14 PM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS0001 BYNO.DATEREVISIONSTHCAC22001
AS SHOWN
KDR
2022-03-10
MMA
SHEET
APPROVED BY
OF2 6
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATE; AND OWNER SHALL
INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES
FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES
ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK2022-05-02 1 ADDRESS 1ST SUBMISSION AGENCY COMMENTS KDR 2023-03-15 PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NOT FOR BID OR CONSTRUCTION
SITE DEVELOPMENT SUMMARY
PIN # 76-2-A
INSTRUMENT YEAR / # 210020037
ZONING B1
SITE AREA 2.0273 AC.
SITE LOCATION 1930 FRONT ROYAL PIKE
PREVIOUS APPROVED SITE PLAN #s 17-22
DISTURBED AREA SP#17-22 0.46 AC (LUP#855-21844)
DISTURBED AREA THIS REVISION LESS THAN 0.01 AC
MAGISTERIAL DISTRICT SHAWNEE DISTRICT
CURRENT USE RESTAURANT (CATERER)
PROPOSED USE RESTAURANT (CATERER)
FLOOD PLAIN FEMA FLOOD MAP #51069C0350E
eff. 1/29/2021 ZONE: A & X - AREA OF
MINIMAL FLOOD HAZARD
BUILDING SETBACKS REQUIRED PROVIDED
FRONT 50'8.46' (EX. BLDG.)
SIDE 0'47.43' (EX. BLDG)
REAR 0'47.43' (EX. BLDG)
PARKING SETBACKS REQUIRED PROVIDED
STREET OR ROAD R/W 10'10.72'
PROPERTY LINES 5'80.67'
BUILDING HEIGHT ALLOWED PROPOSED
35'LESS THAN 35'
FLOOR AREA RATIO CALCULATION
MAXIMUM ALLOWED F.A.R.=0.3
TOTAL GROUND FLOOR AREA =1,720 SF
TOTAL FLOOR AREA =1,720 SF
TOTAL LOT AREA =88,307 SF
FLOOR AREA RATIO =0.02 (1 STORY)
OPEN SPACE CALCULATION %AC.
REQUIRED 35.00 0.7096
PROVIDED 92.99%1.8851
PARKING SCHEDULE
CATERING ESTABLISHMENT: 1 SPACE PER 250 SF
FLOOR AREA =1,720 SF
1,720 SF / 250 SF =7 SPACES
TOTAL ADA PARKING REQUIRED =1 SPACE
TOTAL ADA PARKING PROVIDED =1 SPACE
TOTAL PARKING REQUIRED =7 SPACES
TOTAL PARKING PROVIDED =8 SPACES
LOADING SPACE CALCULATION (RESTAURANT)
1 FOR FIRST 10,000 SF OF FLOOR AREA
PROPOSED FLOOR AREA =1,720 SF
REQUIRED LOADING SPACES =1 SPACE
PROVIDED LOADING SPACES =1 SPACE
REFER TO SHEET CS3000 FOR LANDSCAPING & BUFFERING INFORMATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
STAUNTON DISTRICT
REV. JUNE 19, 2013
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. A TRANSPORTATION MANAGEMENT PLAN NEEDS TO BE SUBMITTED FOR
APPROVAL AND LAND USE PERMIT ISSUED PRIOR TO ANY EXECUTION OF WORK WITHIN THE VDOT
RIGHT OF WAY.
V4 THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY AND ALL
UTILITIES, INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, CONTROLLERS, ETC., OWNED BY
VDOT OR PRIVATE / PUBLIC UTILITY COMPANIES. IT IS THE SOLE RESPONSIBILITY OF THE
DEVELOPER TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS THAT MAY BE IN CONFLICT
WITH THE PROPOSED CONSTRUCTION ACTIVITY. VDOT APPROVAL OF THESE PLANS DOES NOT
INDEMNIFY THE DEVELOPER FROM THIS RESPONSIBILITY.
V5. DESIGN FEATURES RELATING TO FIELD CONSTRUCTION, REGULATIONS, AND CONTROL OR SAFETY
OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. ANY ADDITIONAL
EXPENSE INCURRED AS A RESULT OF ANY FIELD REVISION SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER.
V6. IF REQUIRED BY THE LOCAL VDOT LAND DEVELOPMENT OFFICE, A PRE-CONSTRUCTION
CONFERENCE SHALL BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE
ATTENDANCE OF THE CONTRACTOR (S), VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND
VDOT PRIOR TO INITIATION OF WORK.
V7. THE CONTRACTOR SHALL NOTIFY THE LOCAL VDOT LAND DEVELOPMENT OFFICE WHEN WORK IS
TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT REQUIRES AND SHALL
RECEIVE 48 HOURS ADVANCE NOTICE PRIOR TO ANY REQUIRED OR REQUESTED INSPECTION.
V8. THE CONTRACTOR SHALL NOTIFY THE TRAFFIC OPERATIONS CENTER AT (540) 332-9500 FOR ANY
TRAFFIC CONTROL PLAN THAT IMPACTS A VDOT MAINTAINED INTERSTATE OR PRIMARY ROADWAY
TO PROVIDE NOTIFICATION OF THE INSTALLATION AND REMOVAL OF THE WORK ZONE.
V9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A VDOT PERMITTED TEMPORARY
CONSTRUCTION ENTRANCE(S) IN ACCORDANCE WITH SECTION 3.02 OF THE VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY
THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION.
V10.CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE
DURING AND AT THE END OF CONSTRUCTION.
V11. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT RIGHT-OF-WAY SHALL
HAVE A MINIMUM THIRTY-SIX (36) INCHES COVER AND WHEN POSSIBLE SHALL BE INSTALLED
UNDER ROADWAY DRAINAGE FACILITIES AT CONFLICT POINTS.
V12.ANY UNUSUAL SUBSURFACE CONDITIONS (E.G., UNSUITABLE SOILS, SPRINGS, SINKHOLES, VOIDS,
CAVES, ETC.) ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY
BROUGHT TO THE ATTENTION OF THE ENGINEER AND VDOT. WORK SHALL CEASE IN THAT VICINITY
UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT.
V13.ALL FILL AREAS, BORROW MATERIAL AND UNDERCUT AREAS SHALL BE INSPECTED AND APPROVED
BY A VDOT REPRESENTATIVE PRIOR TO PLACEMENT OF FILL. A VDOT REPRESENTATIVE SHALL BE
PRESENT TO INSURE THE SOIL SAMPLE(S) OBTAINED FOR CBR'S IS REPRESENTATIVE OF THE
LOCATION. WHEN SOIL SAMPLES ARE SUBMITTED TO PRIVATE LABORATORIES FOR TESTING, THE
SAMPLES SHALL BE CLEARLY IDENTIFIED AND LABELED AS BELONGING TO A PROJECT TO BE
ACCEPTED BY VDOT AND THAT TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ALL
APPLICABLE VDOT STANDARDS AND PROCEDURES.
V14.ALL ROADWAY FILL, BASE, SUBGRADE MATERIAL, AND BACKFILL IN UTILITY/STORM SEWER
TRENCHES SHALL BE COMPACTED IN ACCORDANCE WITH THE LIFT THICKNESSES, DENSITY AND
MOISTURE REQUIREMENTS AS SPECIFIED IN THE CURRENT VDOT ROAD AND BRIDGE
SPECIFICATIONS. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY,
UNLESS SPECIFIED OTHERWISE.
V15.VDOT STANDARD CD AND UD UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED ON THESE
PLANS AND/OR AS SPECIFIED BY VDOT.
V16. A POST INSTALLATION VISUAL/VIDEO CAMERA INSPECTION SHALL BE CONDUCTED BY THE
CONTRACTOR ON ALL PIPES IDENTIFIED ON THE PLANS AS STORM SEWER PIPE AND A SELECT
NUMBER OF PIPE CULVERTS. FOR PIPE CULVERTS, A MINIMUM OF ONE PIPE INSTALLATION FOR
EACH SIZE OF EACH MATERIAL TYPE WILL BE INSPECTED OR TEN PERCENT OF THE TOTAL
GENERAL CONSTRUCTION NOTES:
1. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT AND PERFORM
ALL WORK INCLUDING RESTORATION FOR THE COMPLETED FACILITY READY FOR USE.
UNLESS OTHERWISE NOTED, SPECIFICATIONS FOR ALL WORK TO BE IN ACCORDANCE WITH
APPLICABLE STANDARDS AND CONSTRUCTION SPECIFICATIONS OF THE VIRGINIA
DEPARTMENT OF HEALTH, VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY, FREDERICK
COUNTY SANITATION AUTHORITY, THE CONTRACT DOCUMENTS AND THE VIRGINIA
DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS DATED JANUARY
2002; VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS DATED
FEBRUARY 1, 2001; AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION WORK AREA
PROTECTION MANUAL DATED JANUARY 1, 1996.
2. THE ENGINEER HAS ATTEMPTED TO LOCATE EXISTING SUBSURFACE UTILITIES; HOWEVER,
SUCH MAY EXIST THAT ARE NOT SHOWN. THE CONTRACTOR SHALL EXERCISE CARE IN THIS
WORK SO AS TO AVOID DAMAGE TO ANY UTILITIES. ANY DAMAGE SHALL BE THE
CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL NOTIFY ALL COMPANIES 72
HOURS PRIOR TO CONSTRUCTION. CALL "MISS UTILITY" 1-800-257-7777.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT. ALL
DIMENSIONS, ELEVATIONS, AND LOCATIONS SHALL BE VERIFIED IN THE FIELD BY EACH
CONTRACTOR PRIOR TO BEGINNING THE WORK.
4. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF THE WORK
SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER.
5. ALL GRADING FOR IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA. ANY WORK
PERFORMED OFFSITE IS THE CONTRACTOR'S RESPONSIBILITY.
6. CONTRACTOR SHALL OBTAIN, AT HIS EXPENSE, PERMITS FROM FREDERICK COUNTY FOR LAND
DISTURBANCE AND VIRGINIA DEPARTMENT OF TRANSPORTATION FOR WORK WITHIN VIRGINIA
DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY AND SHALL FAITHFULLY ADHERE TO THE
PERMIT CONDITIONS IMPOSED.
7. TEMPORARY AND PERMANENT EROSION CONTROL STRUCTURES AND METHODS TO BE IN
ACCORDANCE WITH THE VIRGINIA EROSION CONTROL GUIDELINES AND LOCAL ORDINANCES
AND TO BE UTILIZED DURING THE CONSTRUCTION PERIOD.
8. ALL EROSION CONTROL STRUCTURES SHOWN OR AS REQUIRED DURING CONSTRUCTION
SHALL BE CONTINUOUSLY MAINTAINED THROUGHOUT THE PERIOD IN WHICH AREAS ARE
DENUDED. AREAS SHOWN TO BE SURFACED ARE TO HAVE STONE BASE INSTALLED AT THE
EARLIEST POSSIBLE DATE AFTER ESTABLISHING GRADE. NO AREA IS TO REMAIN DENUDED
FOR MORE THAN SEVEN CALENDAR DAYS WHEN CONSTRUCTION IS NOT IN PROGRESS.
9. ALL UNPAVED AREAS OF THE SITE WHICH ARE DISTURBED BY THIS CONSTRUCTION SHALL BE
PROVIDED WITH FOUR INCH TOPSOIL, FERTILIZED, SEEDED, COMPACTED AND MULCHED.
SEED BED TO BE WATERED AND CARED FOR AS NECESSARY TO PROVIDE A GOOD LAWN
QUALITY GRASS COVER. AREAS NOT GRADED SHALL BE DISCED, LEVELED AND SEEDED TO
ACHIEVE LAWN CONDITIONS.
10. SANITARY GRAVITY SEWER, FORCE AND WATER MAINS ARE TO BE CONSTRUCTED IN
ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND SHALL ADDITIONALLY MEET ALL
REQUIREMENTS OF THE FREDERICK WATER STANDARDS AND SPECIFICATIONS. THE
CONTRACTOR SHALL COORDINATE WITH THIS AGENCY AND ARRANGE FOR INSPECTION BY
THE AUTHORITY.
11. CONTRACTOR SHALL CLEAN UP AND RESTORE DISTURBED AREAS IMMEDIATELY UPON
COMPLETION OF PIPE-LAYING IN THE AFFECTED AREA.
12. THE CENTERLINE OF ALL NEW SANITARY GRAVITY SEWER, FORCE AND WATER SHALL BE
MAINS STAKED BY CONTRACTOR AT ALL 100 FOOT STATIONS AND AT ALL BENDS. THE
CONTRACTOR SHALL NOT PROCEED WITH CONSTRUCTION UNTIL THE ALIGNMENT HAS BEEN
APPROVED BY THE OWNER.
13. DISINFECTION OF SANITARY GRAVITY SEWER AND FORCE MAIN ARE NOT REQUIRED.
14. ALL FIRE HYDRANTS SHALL CONFORM TO THE FREDERICK COUNTY SANITATION
SPECIFICATIONS PART III PARAGRAPH 5.
15. STORM PIPE LENGTHS SHOWN ON PLANS & REPORTS MAY NOT NECESSARILY ACCOUNT FOR
STRUCTURES ON EITHER END.
CONTRACTOR SHALL RESTORE ALL EXISTING RESIDENTIAL DRIVEWAYS AND BUSINESS
ENTRANCES TO THEIR ORIGINAL STATE, IF DAMAGED DURING CONSTRUCTION.
TRAFFIC CONTROL NOTES:
1. THE CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS TO ALL RESIDENCES AND
BUSINESSES FOR THE DURATION OF THE CONTRACT.
2. TRAFFIC SHALL BE MAINTAINED IN TWO DIRECTIONS ON ALL PUBLIC AND PRIVATE STREETS
FOR THE DURATION OF THE CONTRACT. THE CONTRACTOR SHALL PROVIDE TRAFFIC
CONTROL SIGNS, BARRIERS, FLAGMEN AND OTHER CONTROLS.
3. ALL TRAFFIC CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE MUTCD AND THE
VIRGINIA DEPARTMENT OF TRANSPORTATION WORK AREA PROTECTION MANUAL
4. THE CONTRACTOR SHALL CLOSE ALL OPEN TRENCHES IN PAVED AREAS AT THE END OF EACH
WORK DAY WHEN POSSIBLE. IN AREAS WHERE THE TRENCH CANNOT BE CLOSED AT THE END
OF THE WORK DAY DUE TO SEQUENCING OF WORK OR OTHER CONSTRAINTS, THE TRENCH
MAY BE PROTECTED BY PROVIDING STEEL PLATING AND WARNING SIGNS. PLATING OF OPEN
TRENCHES WILL NOT BE PERMITTED IN AREAS IN RISK OF COLLAPSING DUE TO UNSTABLE
SOIL CONDITIONS. ALL STEEL PLATING OF TRENCHES SHALL BE APPROVED BY THE VIRGINIA
DEPARTMENT OF TRANSPORTATION.
5. TRENCHES IN PAVED AREAS MAY BE TEMPORARILY MAINTAINED IN THE FOLLOWING MANNER
UNTIL FINAL PAVEMENT RESTORATION IS COMPLETE:
5.1. RESIDENTIAL AREAS
METHOD: STONE BACKFILL FLUSH WITH PAVEMENT SURFACE
TIME LIMIT: 5 CALENDER DAYS
METHOD: BITUMINOUS COLD PATCH, 2 INCH MINIMUM THICKNESS
TIME LIMIT: 30 CALENDER DAYS BUSINESS
5.1. COMMERCIAL AND INDUSTRIAL AREAS
METHOD: BITUMINOUS COLD PATCH, 2 INCH MINIMUM THICKNESS
TIME LIMIT: 14 CALENDER DAYS
ALL TEMPORARY PAVEMENT REPAIRS SHALL BE REGULARLY INSPECTED BY THE
CONTRACTOR AND MAINTAINED IN A SAFE MANNER. TEMPORARY PAVEMENT REPAIRS
SHALL BE SMOOTH AND REGULAR WITHOUT CREATING HAZARD TO VEHICULAR OR
PEDESTRIAN TRAFFIC.
6. PAVEMENT REMOVAL SHALL BE ACCOMPLISHED BY CREATING A STRAIGHT LINE SAW CUT OF A
MINIMUM OF TWO INCHES IN DEPTH AT THE LIMITS OF THE REMOVAL. CONCRETE SURFACES
MAY BE REMOVED TO THE NEAREST JOINT IN LIEU OF SAW CUTTING IF A CLEAN STRAIGHT
EDGE CAN BE CREATED PRIOR TO REPAIR INSTALLATION.
LOCATOR MARKERS
LOCATOR MARKERS (BURIED TRANSPONDERS) SHALL BE PLACED DIRECTLY OVER THE PIPE.
MARKERS SHALL BE PLACED AT:
1. 50-FEET INTERVALS
2. EACH BEND
3. THE END OF EACH JOINT THAT IS DEFLECTED
4. ANY ADDITIONAL LOCATION THE AUTHORITY'S ENGINEER SHALL DIRECT.
STORM SEWER
STORM SEWER SYSTEMS SHOWN HEREON ARE PRIVATE SYSTEMS.
EROSION & SEDIMENT CONTROL NOTES:
1. PRIOR TO INITIATING ANY LAND DISTURBING ACTIVITY, IT WILL BE NECESSARY TO SCHEDULE AN
ON-SITE PRE-CONSTRUCTION MEETING WITH PUBLIC WORKS STAFF TO DISCUSS THE APPROVED
EROSION AND SEDIMENT CONTROL PLAN. NO PRE-CONSTRUCTION MEETINGS WILL BE SCHEDULED
PRIOR TO ISSUANCE OF THE LAND DISTURBANCE PERMIT FOR THE SUBJECT PROJECT. THE LAND
DISTURBANCE PERMIT WILL BE ISSUED BY THE FREDERICK COUNTY DEPARTMENT OF PUBLIC WORKS.
2. CONTRACTOR TO CONTACT THE PUBLIC WORKS DEPARTMENT TO SCHEDULE THE REQUIRED
EROSION AND SEDIMENT CONTROL MEASURES INSPECTIONS AS INDICATED BY THE PROGRAM
ADMINISTRATOR. IF THE EROSION AND SEDIMENT CONTROL MEASURERS HAVE BEEN INSTALLED IN
ACCORDANCE WITH THE APPROVED PLAN, THE DEPARTMENT OF PUBLIC WORKS WILL GRANT
APPROVAL TO INITIATE LAND DISTURBING ACTIVITIES.
3. PRIOR TO RELEASE OF BUILDING PERMITS, THE FOLLOWING ITEMS SHALL BE COMPLETED: A)
SUBDIVISION SHALL BE STABILIZED IN ACCORDANCE WITH THE APPROVED PLAN (I.E., ROAD SURFACE,
STORMWATER CONVEYANCE SYSTEM, CURB AND GUTTER, SIDEWALKS, CHANNEL LININGS,
VEGETATIVE COVER, STC.) B) SUBMITTAL OF CERTIFIED AS-BUILT OF THR SUBDIVISION WHICH
CONTAINS THE FOLLOWING ITEMS: STORMWATER CONVEYANCE SYSTEM, CURB AND GUTTER,
DRAINAGE CHANNELS AND DITCHES, STORMWATER POND. A LETTER FROM THE
ENGINEER-OF-RECORD SHALL BE INCLUDED WITH THE AS-BUILT WHICH STATES THAT THE
SUBDIVISION HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLAN. C) INDIVIDUAL
SUBDIVISION LOT GRADING PLANS SHALL BE SUBMITTED BY THE BUILDER AT THE TIME OF THE
BUILDING PERMIT APPLICATION FOR EACH LOT PROPOSED FOR CONSTRUCTION.
4. TEMPORARY AND PERMANENT EROSION CONTROL STRUCTURES AND METHODS TO BE IN
ACCORDANCE WITH THE VIRGINIA EROSION CONTROL GUIDELINES AND LOCAL ORDINANCES AND TO
BE UTILIZED DURING THE CONSTRUCTION PERIOD.
5. ALL EROSION CONTROL STRUCTURES SHOWN OR AS REQUIRED DURING CONSTRUCTION SHALL BE
CONTINUOUSLY MAINTAINED THROUGHOUT THE PERIOD IN WHICH AREAS ARE DENUDED. AREAS
SHOWN TO BE SURFACED ARE TO HAVE STONE BASE INSTALLED AT THE EARLIEST POSSIBLE DATE
AFTER ESTABLISHING GRADE. NO AREA IS TO REMAIN DENUDED FOR MORE THAN 7 CALENDAR DAYS
WHEN CONSTRUCTION IS NOT IN PROGRESS.
6. CONTRACTOR TO CLEAN UP AND RESTORE DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF
PIPE-LAYING IN THE AFFECTED AREA.
7. ALL UNPAVED AREAS OF THE SITE WHICH ARE DISTURBED BY THIS CONSTRUCTION SHALL BE
PROVIDED WITH 4" TOPSOIL, FERTILIZED, SEEDED, COMPACTED AND MULCHED. SEED BED TO BE
WATERED AND CARED FOR AS NECESSARY TO PROVIDE A GOOD LAWN QUALITY GRASS COVER.
AREAS NOT GRADED SHALL BE DISCED, LEVELED AND SEEDED TO ACHIEVE LAWN CONDITIONS.
AMOUNT FOR EACH SIZE AND MATERIAL TYPE SUMMARIZED. ALL PIPE INSTALLATIONS ON THE PLANS
NOT IDENTIFIED AS STORM SEWER PIPE SHALL BE CONSIDERED AS CULVERT PIPE FOR INSPECTION
PURPOSES. ADDITIONAL TESTING MAY BE REQUIRED AS DIRECTED BY THE AREA LAND USE ENGINEER
OR THEIR REPRESENTATIVE.
V17.THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET
RIGHT-OF-WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS THE RESPONSIBILITY OF
THE DEVELOPER.
V18.PRIOR TO VDOT ACCEPTANCE OF ANY STREETS, ALL REQUIRED STREET SIGNAGE AND/OR
PAVEMENT MARKINGS SHALL BE INSTALLED BY THE DEVELOPER IN ACCORDANCE WITH THE
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
V19.THE DEVELOPER SHALL PROVIDE THE VDOT LAND DEVELOPMENT OFFICE WITH A LIST OF ALL
MATERIAL SOURCES PRIOR TO THE START OF CONSTRUCTION. COPIES OF ALL INVOICES FOR
MATERIALS UTILIZED WITHIN ANY DEDICATED STREET RIGHT-OF-WAY MUST BE PROVIDED TO THE
LOCAL VDOT LAND DEVELOPMENT OFFICE PRIOR TO ACCEPTANCE OF THE WORK. UNIT AND
TOTAL PRICES MAY BE OBSCURED.
V20.AGGREGATE BASE AND SUBBASE MATERIALS SHALL BE PLACED ON SUBGRADE BY MEANS OF A
MECHANICAL SPREADER. DENSITY WILL BE DETERMINED USING THE DENSITY CONTROL STRIP IN
ACCORDANCE WITH SECTION 304 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS AND VTM-10. A
CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF TEST
REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. IN ADDITION TO
CHECKING STONE DEPTHS, A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE
OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE DENSITY
CONTROL STRIP.
V21.ASPHALT CONCRETE PAVEMENTS SHALL BE PLACED IN ACCORDANCE WITH SECTION 315 OF THE
VDOT ROAD AND BRIDGE SPECIFICATIONS. DENSITY SHALL BE DETERMINED USING THE DENSITY
CONTROL STRIP AS SPECIFIED IN SECTION 315 AND VTM-76. A CERTIFIED COMPACTION
TECHNICIAN SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF TEST REPORTS SHALL BE
SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. A VDOT REPRESENTATIVE SHALL BE
NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND
TESTING OF THE CONTROL STRIP.
V22.IN ACCORDANCE WITH SECTION 302.03, THE FOUNDATIONS FOR PIPE CULVERTS THIRTY-SIX (36)
INCHES AND LARGER SHALL BE EXPLORED BELOW THE BOTTOM OF THE EXCAVATION TO
DETERMINE THE TYPE AND CONDITION OF THE FOUNDATION. THE CONTRACTOR SHALL REPORT
FINDINGS OF FOUNDATION EXPLORATION TO THE ENGINEER AND VDOT FOR APPROVAL PRIOR TO
PLACING PIPE. FOUNDATION DESIGNS SHALL COMPLY WITH VDOT ROAD AND BRIDGE STANDARD
PB-1. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION IS ENCOUNTERED, THE
FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION STABILIZATION SHALL BE DETERMINED BY
THE ENGINEER AND APPROVED BY VDOT.
V23.VDOT STANDARD GUARDRAIL SHALL BE INSTALLED WHERE WARRANTED AND/OR AS PROPOSED
ON THESE PLANS IN ACCORDANCE WITH VDOT'S INSTALLATION CRITERIA. FINAL APPROVAL OF
THE GUARDRAIL LAYOUT TO BE GIVEN BY VDOT AFTER GRADING IS MOSTLY COMPLETE.
V24.APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF THE APPROVAL
LETTER.
V25.VDOT STANDARD CG-12 CURB RAMPS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS
AND/OR AS SPECIFIED BY VDOT.
V26.THE FOUNDATIONS FOR ALL BOX CULVERTS SHALL BE INVESTIGATED BY MEANS OF
EXPLORATORY BORINGS ADVANCED BELOW PROPOSED FOUNDATION ELEVATION TO DETERMINE
THE TYPE AND CONDITION OF THE FOUNDATION. THE CONTRACTOR SHALL SUBMIT COPIES OF
BOREHOLE LOGS AND REPORT FINDINGS OF FOUNDATION EXPLORATION TO THE ENGINEER AND
VDOT FOR APPROVAL PRIOR TO CONSTRUCTING BOX. FOUNDATION DESIGNS SHALL COMPLY WITH
VDOT ROAD AND BRIDGE STANDARD PB-1. CONTRARY TO THE STANDARD, WHERE ROCK IS
ENCOUNTERED AND CAST-IN-PLACE BOX IS PROPOSED, THE THICKNESS OF BEDDING SHALL BE
SIX (6) INCHES. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION IS
ENCOUNTERED, THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION STABILIZATION SHALL
BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. TEST HOLE .........................
PARKING SPACES NUMBER .............
BUILDING WALL .....................
DOOR LOCATION .....................
LIMITS OF GRADING .................
BENCHMARK .........................
77
PROPOSED
CG-6R
TREE LINE .........................
TREE ..............................
SANITARY STRUCTURE LABEL ..........
WATER METER .......................
SPOT SHOT .........................
SIGN ..............................
FIRE HYDRANT ......................
STREET LIGHT ......................
UTILITY POLE ......................
WATER VALVE .......................
TRAFFIC SIGNAL POLE ...............
FENCE LINE ........................
UNDERGROUND TELEPHONE .............
OVERHEAD TELEPHONE ................
UNDERGROUND ELECTRIC ..............
OVERHEAD ELECTRIC .................
STORM STRUCTURE LABEL .............
WATERMAIN .........................
SANITARY SEWER ....................
STORM SEWER .......................
EDGE OF PAVEMENT ..................
CURB AND GUTTER ...................
CONTOURS ..........................
STREET CENTERLINE .................
PROPERTY LINE .....................
24
TRANS.CG-6
EXISTING
24
PAVEMENT BORING .....................
PAVEMENT CORES .....................
FORCE MAIN ..............
PW PWPROCESS WATER ..............
GAS LINE ........................
FIBER OPTIC ........................
FIRE LINE ........................
PW PW
FIRE RISER ......................
POST INDICATOR VALVE ......................
WV
STORM SEWER MANHOLE ................
SAN. SEWER MANHOLE ................
SF SQUARE FEET
SEC SECTION
RTE ROUTE
ROW RIGHT-OF-WAY
FT FEET
POLYVINYL CHLORIDE
REINFORCED CONCRETE PIPE
VIRGINIA DEPARTMENT OF TRANSPORTATION
WELDED WIRE MESH
POINT OF VERTICAL INTERSECTION
W/
FIRE HYDRANTF.H.
WV WATER VALVE
BEST MANAGEMENT PRACTICE
BEGIN VERTICAL CURVE STATION
BEGIN VERTICAL CURVE ELEVATION
END VERTICAL CURVE STATION
END VERTICAL CURVE ELEVATION
DROP INLET
DIAMETER
DUCTILE IRON PIPE
EROSION CONTROL
ELEVATION
END SECTION
FINISHED FLOOR ELEVATION
ELEV
F.F.E.
EVCS
EX
EVCE
ES
EXISTING
DIP
EA
EC
DIA
DI
EACH
BENCHMARK
CLEANOUT
CONCRETECONC
CL
CO
BVCS
BVCE
CLASS
BLDG
B.M.
BMP
BUILDING
STR
VERT
WWM
TYP
VDOT
RCP
SHT
STM
PVC
PVI
STRUCTURE
TYPICAL
VERTICAL
WITH
SHEET
STEAM
HORIZ
MECH
MIN
MSE
INV
MAX
G.V.
HORIZONTAL
INVERT
MAXIMUM
MECHANICAL
MINIMUM
MECHANICALLY STABILIZED EARTH
GATE VALVE
AREA DRAINAD
TRENCH DRAINTD
LIMITS OF DISTURBANCELOD
APPX. APPROXIMATELY
OVERHEAD ELECTRICOHE
UNDERGROUND ELECTRICUGE
UGT UNDERGROUND TELEPHONE
TELCO TELECOMMUNICATIONS
WWF WELDED WIRE FABRIC
CAST IRONCI
STAINLESS STEELSS
TREE PROTECTIONTP
NORTH BOUND LANENBL
SOUTH BOUND LANESBL
BW BOTTOM OF WALL
TOP OF WALLTW
ON CENTER EACH WAY
ON CENTEROC
OCEW
PROP PROPOSED
DIAMETERØ
MANHOLEMH
FOR FUEL OIL RETURN
FOS FUEL OIL SUPPLY
CWR
CWS CHILLED WATER SUPPLY
CHILLED WATER RETURN
MECHANICAL, ELECTRICAL, PLUMBINGMEP
MLP METAL LIGHT POLE
HANDICAP PARKINGHCP
BUILDING RESTRICTION LINEBRL
ABBREVIATIONS
ACRESAC
LF LINEAR FEET
F.H. ASSY FIRE HYDRANT ASSEMBLY
MSP METAL SIGN POLE
THE CATERER1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA 22601NICK SANTMIERGENERAL NOTES & LEGENDSITE PLAN #04-23
F.F.E. (659.16)
1,491 SF FRAME BUILDING
U.S. ROUTE 522 - FRONT ROYAL PIKE
(VARIABLE WIDTH R/W)
PIN 76-2-A
THE CATERER, LLC
INST. 210020037
ZONED: B1
(UNDER CONSTRUCTION)
APPROX. LOC. EX. WA
T
E
R
M
E
T
E
R
CROCK
30"
SYCAMORE
30"
SYCAMORE
30"SYCAMORE
5"MAPLE
4" ASHLEAFMAPLE
15 EVERGREEN & 2
DECIDUOUS TREES. 2"
CALIPER OR GREATER.
12 EVERGREEN & 4
DECIDUOUS TREES. 2"
CALIPER OR GREATER.
US ROUTE 522
NORTH BOUND LANES
US ROUTE 522
SOUTH BOUND LANES
5' WIDE
ACCESSIBLE PATH
8.33% RAMP
5' LANDING5.00%
5' LANDING
5.00%
8.33% RAMP
5' LANDING
6
2
12' x 35'LOADING SPACE
30.00'
24.00'
20.00'
(TYP)
20.00'
(TYP)9.00'(TYP)9.00'(TYP)8.00'8.00'EDGE OF
PAVEMENT 5.00'5.0'R
EDGE OF
PAVEME
N
T
WP-2 LIMIT OF
MILL & OVERLAY
VDOT STANDARD CG-11EDGE OF PAVEMENT (TYP)PROP. 6' WHEEL STOP (TYP)
SEE DETAIL THIS SHEET PROP. 8' SMALL
TRUCK WHEEL STOP
SEE DETAIL THIS
SHEET
158' ENTRANCE SEPARATION 8.46'47.43'TRASH
ENCLOSURE
6' HIGH
OPAQUE
SCREENFENCE WITH
GATE
CG-7C
G
-7
48.00' (4:1) TAPER 48.00' (4:1) TAPER
WARP GUTTER TO PROVIDE
POSITIVE DRAINAGE ACROSS
ENTRANCE
7.34' LONG LANDING
8.3% RAMP
5' LANDING229 SFEXPANSIONDECK
PROP. 1000wg
ABOVE GROUND
PROPANE TANK
LEGS
PROP. 6' HIGH OPAQUE
SCREENING FENCE
9.00'12.50'57.18'16.75'10.00'CATEGORY B - NO SCREEN150' INACTIVE BUFFERCATEGORY B - NO SCREEN50' ACTIVE BUFFERCA
T
E
G
O
R
Y
B
-
L
A
N
D
S
C
A
P
E
S
C
R
E
E
N
75'
I
N
A
C
T
I
V
E
B
U
F
F
E
R
CA
T
E
G
O
R
Y
B
-
L
A
N
D
S
C
A
P
E
S
C
R
E
E
N
25'
A
C
T
I
V
E
B
U
F
F
E
R
C
A
T
E
G
O
R
Y
B
-
F
U
L
L
S
C
R
E
E
N
25
'
I
N
A
C
T
I
V
E
B
U
F
F
E
R
C
A
T
E
G
O
R
Y
B
-
F
U
L
L
S
C
R
E
E
N
25
'
A
C
T
I
V
E
B
U
F
F
E
R
PROP.
LANDSCAPE
SCREEN
PLANTING AREA
PROP.
LANDSCAPE
SCREEN
PLANTING AREA
U:\Accounts\THCAC\THCAC22001 - 1930 Front Royal Pike\DESIGN\_SHEETS\Minor Revision 1\CS3000.dwg PLOTTED: 3/15/2023 3:14 PM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: NOT FOR BID OR CONSTRUCTION CS3000 BYNO.DATEREVISIONSTHCAC22001
AS SHOWN
KDR
2022-03-10
MMA
SHEET
APPROVED BY
OF3 6
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 20'40'2022-05-02 1 ADDRESS 1ST SUBMISSION AGENCY COMMENTS KDR ---- PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTH
2023-03-15
(STANDARD DUTY)
ASPHALT PAVEMENT
NTS
1 1 2" SURFACE COURSE (SM 12.5A)
2" IM 19.0
COMPACTED SUBGRADE
6" DENSE GRADED STONE (21B)
CONCRETE SIDEWALK
NTS
4" CONCRETE
4" DENSE GRADED STONE (21B)
COMPACTED SUBGRADE
LANDSCAPING NOTE:
THE LANDSCAPING REQUIREMENTS SET FORTH IN 165-202.01D(13) ARE MET BY
EXISTING TREE CREDITS PER 165-203.01C.
3,750 S.F. OF PARKING AREA = 2 TREE CREDITS REQUIRED @ 1 TREE / 2,000 S.F.
17 TREE CREDITS PROVIDED BY THREE (3) 30" SYCAMORES, ONE (1) 5" MAPLE,
AND ONE (1) 4" ASH LEAF MAPLE.
ALL LANDSCAPING SHALL CONFORM TO §165-203
2-#6 REBARS (HOOK ON TOP)
45°3"6"2' FROM FRONT OF WHEEL STOP TO
BACK OF PARKING SPACE
PRECAST CONCRETE BUMPER
2-#4 REBARS (MINIMUM)
10
3
/
8
"6"6'-0"30"6' CONCRETE WHEEL STOP
NOT TO SCALE
(HEAVY DUTY)
ASPHALT PAVEMENT
NTS
1 1 2" SURFACE COURSE (SM 12.5A)
3" BASE COURSE (BM25)
COMPACTED SUBGRADE
6" DENSE GRADED STONE (21B)
PROP. LANDSCAPE SCREEN NOTE:
WITHIN THE AREA, THERE SHALL BE A MINIMUM LANDSCAPING DENSITY OF
THREE PLANTS PER 10 LINEAR FEET. THE BUFFER SHALL CONSIST OF A
COMBINATION OF 1/3 DECIDUOUS TREES, 1/3 EVERGREEN TREES AND 1/3
SHRUBS. DECIDUOUS TREES SHALL BE PLANTED AT A MINIMUM OF
ONE-AND-ONE-QUARTER-INCH CALIPER, EVERGREEN TREES SHALL BE A
MINIMUM OF FOUR FEET IN HEIGHT, AND SHRUBS SHALL BE 18 INCHES IN
HEIGHT AT TIME OF PLANTING.
SIGN NOTE:
SIGN SHALL BE A WALL MOUNTED SIGN ON THE FRONT OF THE BUILDING. IT
SHALL COMPLY WITH SECTION 165-201.06 OF THE ZONING ORDINANCE.
CATEGORY B, TYPE FULL SCREEN BUFFER NOTE:
THE ZONING ADMINISTRATOR MAY WAIVE, REDUCE AND/OR MODIFY BUFFER
YARD REQUIREMENTS (DISTANCE AND LANDSCAPING) IF, IN HIS OPINION, THE
TOPOGRAPHY OF THE LOT PROVIDING THE BUFFER YARD AND THE LOT BEING
PROTECTED IS SUCH THAT THE REQUIRED YARD WOULD NOT BE EFFECTIVE
(§165-203.02(D)(5)). THE EXISTING BUILDING SETBACK 47.43' DOES NOT ALLOW
FOR A CATEGORY B TYPE FULL SCREEN BUFFER DISTANCE OF 50'; EXISTING
MATURE WOODLANDS BETWEEN THE STRUCTURE AND PROPERTY BOUNDARY
WILL REMAIN UNDISTURBED OTHERWISE FULFILLING THE REQUIREMENT.
MINOR REVISION NOTE:
CLOUDED ITEMS WERE BUILT UNDER LAND USE PERMIT
#855-21844. THIS REVISION PROVIDES THEIR PROPOSED
/ CONSTRUCTED LOCATIONS. NO DISTURBED AREA
ASSOCIATED WITH THESE ITEMS IN THIS REVISION.THE CATERER1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA 22601NICK SANTMIERDIMENSIONAL PLANSITE PLAN #04-23
F.F.E. (659.16)
1,491 SF FRAME BUILDING
U.S. ROUTE 522 - FRONT ROYAL PIKE
(VARIABLE WIDTH R/W)
PIN 76-2-A
THE CATERER, LLC
INST. 210020037
ZONED: B1
(UNDER CONSTRUCTION)
30"
SYCAMORE
30"
SYCAMORE
30"SYCAMORE
5"MAPLE
4" ASHLEAFMAPLE
15 EVERGREEN & 2
DECIDUOUS TREES. 2"
CALIPER OR GREATER.
12 EVERGREEN & 4
DECIDUOUS TREES. 2"
CALIPER OR GREATER.
US ROUTE 522
NORTH BOUND LANES
US ROUTE 522
SOUTH BOUND LANES
LIMIT OF DISTURBED
AREA (TYP)10.00'C1.1
C1.0
8.46'47.43'6' HIGH
OPAQUE
SCREENFENCE WITH
GATE
48.00' (4:1) TAPER 48.00' (4:1) TAPER
WARP GUTTER TO PROVIDE
POSITIVE DRAINAGE ACROSS
ENTRANCE 229 SFEXPANSIONDECK
PROP. 6' HIGH OPAQUE
SCREENING FENCE
2.0
2.3
1.8
2.5
1.7
1.4
3.2
4.1
4.4
4.9
4.2
3.9
1.2
3.3
4.2
4.8
5.7
5.5
5.5
4.4
4.0
2.8
2.0
1.3
1.6
2.2
3.4
4.5
5.0
4.6
4.3
3.3
2.2
2.1
2.2
2.6
2.8
2.7
2.3
1.4
1.1
4.3
4.4
3.6
2.5
1.4
3.6
2.6
1.5
1.2
SA
SA SA
LIGHT POLE
(TYP)
PROP. POWER
FOR LIGHTS
Luminaire Schedule
Symbol Qty Label Arrangement Description LLF Luminaire
Lumens
Luminaire
Watts
Total
Watts
3 SA Single LSI 1/MRS-LED-12L-SIL-3-40-70CRI-IL, 4SQ-B3-S11G-17.5-S-X-4BC, 20' AFG 0.900 8638 86 258
U:\Accounts\THCAC\THCAC22001 - 1930 Front Royal Pike\DESIGN\_SHEETS\Minor Revision 1\CS8000.dwg PLOTTED: 3/15/2023 3:14 PM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: NOT FOR BID OR CONSTRUCTION CS8000 BYNO.DATEREVISIONSTHCAC22001
AS SHOWN
KDR
2023-02-20
MMA
SHEET
APPROVED BY
OF4 6
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 30'60' PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTH
2023-03-15
LIGHTING NOTES:
1. ALL SITE LIGHTING WILL BE FULLY DOWNCAST, FULL
CUTOFF, AND SHIELDED AND IN GENERAL
CONFORMANCE WITH THE FREDERICK COUNTY
ZONING ORDINANCE §165-201.07
2. ALL PORTIONS OF LIGHT POLE BASES MUST MAINTAIN
A MINIMUM OF 3 FEET FROM THE FACE OF CURB OR
EDGE OF PARKING / TRAVEL-WAYS.
MINOR REVISION NOTE:
THIS IS THE APPROVED LIGHTING PLAN FROM SP#17-22.
THE LIGHTS THAT WERE INSTALLED IN PLACE OF THIS
PROPOSAL WILL BE REMOVED AND THESE LIGHTS WILL
BE INSTALLED AS PART OF THIS REVISION.
APPROXIMATE LOCATION OF ELECTRIC SERVICE FOR
LIGHTING PROVIDED. DISTURBED AREA IS LESS THAN
0.01 ACRES.THE CATERER1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA 22601NICK SANTMIERLIGHTING PLANSITE PLAN #04-23
U:\Accounts\THCAC\THCAC22001 - 1930 Front Royal Pike\DESIGN\_SHEETS\Minor Revision 1\CS8001.dwg PLOTTED: 3/15/2023 3:14 PM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: NOT FOR BID OR CONSTRUCTION CS8001 BYNO.DATEREVISIONSTHCAC22001
AS SHOWN
KDR
2023-02-20
MMA
SHEET
APPROVED BY
OF5 6
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.04932023-03-15
THE CATERER1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA 22601NICK SANTMIERLIGHTING DETAILSSITE PLAN #04-23
U:\Accounts\THCAC\THCAC22001 - 1930 Front Royal Pike\DESIGN\_SHEETS\Minor Revision 1\CS8002.dwg PLOTTED: 3/15/2023 3:14 PM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: NOT FOR BID OR CONSTRUCTION CS8002 BYNO.DATEREVISIONSTHCAC22001
AS SHOWN
KDR
2023-02-20
MMA
SHEET
APPROVED BY
OF6 6
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.04932023-03-15
THE CATERER1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA 22601NICK SANTMIERLIGHTING DETAILSSITE PLAN #04-23