HomeMy WebLinkAbout17-22 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
.
2022-05-02
U:\Accounts\THCAC\THCAC22001 - 1930 Front Royal Pike\DESIGN\_SHEETS\CS0000.dwg PLOTTED: 5/20/2022 9:34 AM, 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 15
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 #17-22
FREDERICK COUNTY, VA
ORIG SUBMISSION DATE: MARCH 28TH, 2022
REV SUBMISSION DATE: MAY 2ND, 2022
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 APPROVED PERMIT DRAWINGS
2022-05-02 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:_____________________________________________________
CERTIFICATION #:___________________________________________
DATE: _____________________________________________________
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 Existing Conditions & Demolition Plan
4 Erosion & Sediment Control Narrative
5 Erosion & Sediment Control Plan - Phase 1
6 Erosion & Sediment Control Plan - Phase 2
7 Erosion & Sediment Control Details
8 Dimensional Plan
8a US Route 522 Typical Sections
9 Grading & Utility Plan
10 Sight Distance & Entrance Profiles & Detail
11 Lighting Plan
12 Lighting Details
13 Lighting Details
14 Site Details
15 Maintenance of Traffic Plan
U:\Accounts\THCAC\THCAC22001 - 1930 Front Royal Pike\DESIGN\_SHEETS\CS0001.dwg PLOTTED: 5/20/2022 9:34 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS0001 BYNO.DATEREVISIONSTHE CATERER1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA 22601NICK SANTMIERGENERAL NOTES & LEGENDTHCAC22001
AS SHOWN
KDR
2022-03-10
MMA
SHEET
APPROVED BY
OF2 15
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 2022-05-02 PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
SITE DEVELOPMENT SUMMARY
PIN # 76-2-A
INSTRUMENT YEAR / # 210020037
ZONING B1
SITE AREA 2.0273 AC.
SITE LOCATION 1930 FRONT ROYAL PIKE
MAGISTERIAL DISTRICT SHAWNEE DISTRICT
CURRENT USE VACANT
PROPOSED USE RESTAURANT
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
F.F.E. (659.16)
CONS'T TRAILER
1,491 SF FRAME BUILDING
U.S. ROUTE 522 - FRONT ROYAL PIKE
(VARIABLE WIDTH R/W)W. PARKINS MILL ROAD(VARIABLE WIDTH R/W)PIN 76-2-ATHE CATERER, LLC
INST. 210020037
ZONED: B1OPEQUON CREEK(UNDER CONSTRUCTION)
US ROUTE 522
NORTH BOUND LANES
US ROUTE 522
SOUTH BOUND LANES
APPROX. LOC. EX.
WATER METER 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
REMOVE ~8,950 SF
OF GRAVEL
REMOVE ~105 LF
OF POWER LINE
X
REMOVE POWER POLE
& ELECTRIC METER
REMOVE ~17 SF
OF CONCRETE
REMOVE ~54 LF
OF GUARD RAIL
44B
28
41E
U:\Accounts\THCAC\THCAC22001 - 1930 Front Royal Pike\DESIGN\_SHEETS\CS1000.dwg PLOTTED: 5/20/2022 9:34 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS1000 BYNO.DATEREVISIONSTHCAC22001
AS SHOWN
KDR
2022-03-10
MMA
SHEET
APPROVED BY
OF3 15
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 30'60'2022-05-02 1 ADDRESS 1ST SUBMISSION AGENCY COMMENTS KDR PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTH
THE CATERER1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA 22601NICK SANTMIEREXISTING CONDITIONS & DEMOLITION PLAN2022-05-02
UNIT SYMBOL UNIT NAME SLOPES HYDROLOGIC
SOIL GROUP
RUNOFF/EROSION
POTENTIAL
28 LOBDELL SILT LOAM 0% - 3%C LOW
SOILS DATA
41E WEIKERT-BERKS CHANNERY SILT LOAMS 25% - 65%D/B (60/30)HIGH
44B ZOAR SILT LOAM 2% - 7%C MEDIUM
DEMOLITION NOTE:
THE GRAVEL AREA THAT WILL BECOME A CG-11 ENTRANCE, AND
PARKING LOT, CAN BE USED AS BASE MATERIAL; IF DEEMED
SUITABLE BY CONTRACTOR AND OWNER.
U:\Accounts\THCAC\THCAC22001 - 1930 Front Royal Pike\DESIGN\_SHEETS\CS2000.dwg PLOTTED: 5/20/2022 9:34 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS2000 BYNO.DATEREVISIONSTHE CATERER1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA 22601NICK SANTMIEREROSION & SEDIMENT CONTROL NARRATIVETHCAC22001
AS SHOWN
KDR
2022-03-10
MMA
SHEET
APPROVED BY
OF4 15
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 2022-05-02 PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
9VAC25-840-40. MINIMUM STANDARDS.
A VESCP MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS:
1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED
AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE
SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED
AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN
14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT
DORMANT FOR MORE THAN ONE YEAR.
2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES AND BORROW AREAS
SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE
APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT
STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL
INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.
3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS
NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE
CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM,
MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.
4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER
MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN
ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND
DISTURBANCE TAKES PLACE.
5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS
DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION.
6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED
BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN.
a. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS
PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS
LESS THAN THREE ACRES.
b. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM
DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED
BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE
134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A
MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25-YEAR
STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS
SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO
EXIST WHILE THE SEDIMENT BASIN IS UTILIZED.
7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT
WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN
ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE
STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED.
8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS
CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR
SLOPE DRAIN STRUCTURE.
9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER
PROTECTION SHALL BE PROVIDED.
10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION
SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THE
CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO
REMOVE SEDIMENT.
11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES
ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED
TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE
CONVEYANCE CHANNEL AND RECEIVING CHANNEL.
12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE
TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE
WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE
MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS.
EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE
COVER MATERIALS.
13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES
MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM
CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED.
14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REQUIREMENTS PERTAINING TO
WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET.
15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY
AFTER WORK IN THE WATERCOURSE IS COMPLETED.
16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE
FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:
a. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.
b. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
c. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED
THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A
MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE
PROPERTY.
d. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN
ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION.
e. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THIS CHAPTER.
f. APPLICABLE SAFETY REQUIREMENTS SHALL BE COMPLIED WITH.
17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC
ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY
VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED
ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED
THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS
BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL
AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS
MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO
LARGER LAND-DISTURBING ACTIVITIES.
18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED
WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES
ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE VESCP AUTHORITY.
TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION
OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER
EROSION AND SEDIMENTATION.
19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE
PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN
VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED
FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING
STANDARDS AND CRITERIA. STREAM RESTORATION AND RELOCATION PROJECTS THAT
INCORPORATE NATURAL CHANNEL DESIGN CONCEPTS ARE NOT MAN-MADE CHANNELS AND
SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR
NATURAL OR MAN-MADE CHANNELS:
a. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE
DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING
CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS
DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE
OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED.
b. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING
MANNER:
(1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE
POINT OF ANALYSIS WITHIN THE CHANNEL IS 100 TIMES GREATER THAN THE
CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION;
(2) (A) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO-YEAR STORM TO
VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION
OF CHANNEL BED OR BANKS.
(b) ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE
USE OF A 10-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS
AND BY THE USE OF A TWO-YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL
NOT CAUSE EROSION OF CHANNEL BED OR BANKS; AND
(c) PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A 10-YEAR
STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR SYSTEM.
c. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED
MAN-MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL:
(1) IMPROVE THE CHANNELS TO A CONDITION WHERE A 10-YEAR STORM WILL NOT
OVERTOP THE BANKS AND A TWO-YEAR STORM WILL NOT CAUSE EROSION TO THE
CHANNEL, THE BED, OR THE BANKS.
(2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE 10-YEAR STORM IS
CONTAINED WITHIN THE APPURTENANCES;
(3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK
RUNOFF RATE FROM A TWO YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A
NATURAL CHANNEL OR WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATE
FROM A 10-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MAN-MADE
CHANNEL; OR
(4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION
OR OTHER MEASURES WHICH IS SATISFACTORY TO THE VESCP AUTHORITY TO PREVENT
DOWNSTREAM EROSION
d. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE
IMPROVEMENTS.
e. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED
CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT CONDITION OF THE SUBJECT
PROJECT.
f. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION,
HE SHALL OBTAIN APPROVAL FROM THE VESCP OF A PLAN FOR MAINTENANCE OF THE
DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS
OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE.
g. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING
CHANNEL, AND ENERGY DISSIPATERS SHALL BE PLACED AT THE OUTFALL OF ALL
DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE
FACILITY TO THE RECEIVING CHANNEL.
h. ALL ON-SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE.
i. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR
SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET,
ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A DETENTION FACILITY.
j. IN APPLYING THESE STORMWATER MANAGEMENT CRITERIA, INDIVIDUAL LOTS OR
PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE
CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT,
AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT.
HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION
SHALL BE USED IN ALL ENGINEERING CALCULATIONS.
k. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE
EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND
BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE.
l. ANY PLAN APPROVED PRIOR TO JULY 1, 2014, THAT PROVIDES FOR STORMWATER
MANAGEMENT THAT ADDRESSES ANY FLOW RATE CAPACITY AND VELOCITY
REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS SHALL SATISFY THE FLOW RATE
CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS IF THE
PRACTICES ARE DESIGNED TO (I) DETAIN THE WATER QUALITY VOLUME AND TO RELEASE
IT OVER 48 HOURS; (II) DETAIN AND RELEASE OVER A 24-HOUR PERIOD THE EXPECTED
RAINFALL RESULTING FROM THE ONE YEAR, 24-HOUR STORM; AND (III) REDUCE THE
ALLOWABLE PEAK FLOW RATE RESULTING FROM THE 1.5, 2, AND 10-YEAR, 24-HOUR
STORMS TO A LEVEL THAT IS LESS THAN OR EQUAL TO THE PEAK FLOW RATE FROM THE
SITE ASSUMING IT WAS IN A GOOD FORESTED CONDITION, ACHIEVED THROUGH
MULTIPLICATION OF THE FORESTED PEAK FLOW RATE BY A REDUCTION FACTOR THAT IS
EQUAL TO THE RUNOFF VOLUME FROM THE SITE WHEN IT WAS IN A GOOD FORESTED
CONDITION DIVIDED BY THE RUNOFF VOLUME FROM THE SITE IN ITS PROPOSED
CONDITION, AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY
REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS AS DEFINED IN ANY
REGULATIONS PROMULGATED PURSUANT TO § 62.1-44.15:54 OR 62.1-44.15:65 OF THE ACT.
m. FOR PLANS APPROVED ON AND AFTER JULY 1, 2014, THE FLOW RATE CAPACITY AND
VELOCITY REQUIREMENTS OF § 62.1-44.15:52 A OF THE ACT AND THIS SUBSECTION SHALL
BE SATISFIED BY COMPLIANCE WITH WATER QUANTITY REQUIREMENTS IN THE
STORMWATER MANAGEMENT ACT (§ 62.1-44.15:24 ET SEQ. OF THE CODE OF VIRGINIA) AND
ATTENDANT REGULATIONS, UNLESS SUCH LAND-DISTURBING ACTIVITIES (I) ARE IN
ACCORDANCE WITH PROVISIONS FOR TIME LIMITS ON APPLICABILITY OF APPROVED
DESIGN CRITERIA IN 9VAC25-870-47 OR GRANDFATHERING IN 9VAC25-870-48 OF THE
VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) REGULATION, IN WHICH CASE
THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS OF § 62.1-44.15:52 A OF THE
ACT SHALL APPLY, OR (II) ARE EXEMPT PURSUANT TO § 62.1-44.15:34 C 7 OF THE ACT.
n. COMPLIANCE WITH THE WATER QUANTITY MINIMUM STANDARDS SET OUT IN
9VAC25-870-66 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP)
REGULATION SHALL BE DEEMED TO SATISFY THE REQUIREMENTS OF THIS SUBDIVISION.
LONG TERM MAINTENANCE AND REPAIR PLAN
MOWING: ALL GRASSES SHOULD BE MOWED AT LEAST TWICE EACH YEAR. GRASSES SUCH AS TALL FESCUE SHOULD BE
MOWED IN EARLY SUMMER AFTER EMERGENCE OF THE HEADS ON COOL SEASON GRASSES. THEY SHOULD BE MOWED
AGAIN IN THE EARLY FALL TO PREVENT SEEDS OF ANNUAL WEEDS FROM MATURING. MOWING OF LEGUMES SUCH AS
SERICEA LESPEDEZA AND CROWN VETCH CAN BE PERMITTED TO GROW ON THE DAM OR IN ANY PART OF THE EMERGENCY
SPILLWAY.
LIMING AND FERTILIZING: THE SOIL SHOULD BE SAMPLED ACCORDING TO RECOMMENDED PROCEDURES AT LEAST ONCE
EVERY 4 YEARS. THE SAMPLE SHOULD BE TESTED AT A QUALIFIED SOIL TESTING LABORATORY (SUCH AS THE ONE AT
VPI&SU). LIME AND FERTILIZER SHOULD BE APPLIED IN ACCORDANCE WITH RECOMMENDATIONS BASED ON THE TESTS.
REPLANTING AND OVER SEEDING: IF VEGETATION COVERS LESS THAN 40% OF THE SOIL SURFACE, LIME, FERTILIZE AND
SEED IN ACCORDANCE WITH CURRENT RECOMMENDATIONS FOR NEW SEEDING. IF VEGETATION COVERS MORE THAN 40%
BUT LESS THAN 70% OF THE SOIL SURFACE, LIME FERTILIZE AND OVER SEED IN ACCORDANCE WITH CURRENT
RECOMMENDATIONS.
REMOVING TRASH AND DEBRIS: TRASH, LITTER AND VEGETATION (OTHER THAN GRASS) WILL BE REMOVED AS NEEDED
(BUT NO LESS THAN TWO TIMES PER YEAR) TO PREVENT OBSTRUCTION TO THE FLOW OF WATER, TO PREVENT MOVEMENT
OF TRASH AND LITTER TO DOWNSTREAM PROPERTIES, TO MAINTAIN THE INTEGRITY OF THE STRUCTURE, TO PROVIDE AN
ATTRACTIVE APPEARANCE AND TO MINIMIZE WATER POLLUTION.
REMOVING SEDIMENT: SOIL MATERIALS (INCLUDING CLAY, SILT, SAND AND GRAVEL) WILL BE REMOVED BEFORE THE
DETENTION POOL LOSES 10% OF THE DESIGNED STORAGE CAPACITY.
SEDIMENT DISPOSAL: SEDIMENT DISPOSAL SHOULD BE IN ACCORDANCE WITH CURRENT PROCEDURES FOR DISPOSAL OF
SEDIMENT. WHERE REQUIRED BY THE APPROPRIATE AUTHORITIES, THE SEDIMENT WILL BE TESTED FOR APPROPRIATE
POLLUTANTS AT THE OWNER'S EXPENSE BEFORE IT IS REMOVED FROM THE POND.
REPAIRS: REPAIR SLIDES, SLUMPS AND ERODED AREAS PROMPTLY AND IN A WORKMANLIKE MANNER TRASH RACKS, PIPES,
HEADWALLS, ETC. WILL BE MAINTAINED, REPAIRED AND/OR REPLACED AS NEEDED TO MAINTAIN THE INTEGRITY OF THE
STRUCTURE. EXPOSED METAL SURFACES WILL BE PAINTED TO MINIMIZE DAMAGE DUE TO RUST.
MAINTENANCE INSPECTIONS: THE OWNER WILL BE RESPONSIBLE FOR INSPECTING EACH STORMWATER MANAGEMENT
STRUCTURE AFTER EACH SIGNIFICANT RAINFALL. ONCE EACH YEAR A REPRESENTATIVE OF DEQ WILL JOINTLY INSPECT
EACH STORMWATER MANAGEMENT STRUCTURE. APPROPRIATE ACTION WILL BE TAKEN TO ENSURE APPROPRIATE
MAINTENANCE. ALL MAINTENANCE COSTS WILL BE BORNE BY THE OWNER. WHERE STRUCTURES ARE TO BE MAINTAINED BY
MORE THAN ONE PARTY, ALLOCATION OF COSTS WILL BE IN ACCORDANCE WITH TERMS SET FORTH IN THE MAINTENANCE
AGREEMENT. KEYS TO LOCKED ACCESS POINTS SHALL BE AVAILABLE TO DEQ PERSONNEL UPON REQUEST.
MAINTENANCE RECORDS: THE LANDOWNER, OR SOMEONE DESIGNATED BY THE LANDOWNER, SHALL INSPECT THE
DETENTION POND WITHIN 24 HOURS AFTER EACH RAINFALL EVENT OF ONE INCH OR MORE OF RAIN. THE OWNER OR THE
DESIGNEE SHALL KEEP WRITTEN RECORDS OF THESE INSPECTIONS. THE RECORDS SHALL ALSO INCLUDE MAINTENANCE
AND REPAIRS PERFORMED. COPIES OF THESE RECORDS SHALL BE PROVIDED TO THE COUNTY UPON REQUEST.
THE WATER QUALITY FEATURES SHALL NOT BE MODIFIED IN ANY WAY WITHOUT PRIOR APPROVAL BY DEQ AND FREDERICK
COUNTY.
·TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4".
·PULVERIZED AGRICULTURAL LIMESTONE SHALL BE INCORPORATED INTO SOIL AT A RATE OF 92 LBS. PER 1000 S.F. (2
TONS PER ACRE).
·FERTILIZE WITH 10-20-10 AT A RATE OF 12 LBS. PER 1000 S.F. (500 LBS. PER ACRE). SEED MIX SHALL CONSIST OF 90%
KENTUCKY 31 TALL FESUE AND 10% KENTUCKY BLUEGRASS APPLIED AT THE RATE OF 200 LBS. PER ACRE.
EROSION AND SEDIMENT CONTROL NARRATIVE
PROJECT DESCRIPTION
THIS PROJECT CONSISTS OF AN ~230 S.F. BUILDING ADDITION, ASSOCIATED PARKING LOT WITH TRAVEL ISLES, UTILITIES,
AND CG-11 CONNECTION TO FRONT ROYAL PIKE. THE DISTURBED AREA FOR THIS PROJECT WILL 0.46 AC.
EXISTING SITE CONDITIONS
THE EXISTING SITE IS MOSTLY COVERED WITH GRASS, WITH SPARSE TREE COVERAGE, A BUILDING, AND A GRAVEL
ENTRANCE / PARKING LOT. THE SITE GENERALLY DRAINS TO THE SOUTH, AND CONSISTS OF SLOPES RANGING FROM 3.65%
TO 75%.
ADJACENT PROPERTY
THE SITE IS CURRENTLY BOUNDED TO THE NORTH, SOUTH, AND WEST BY RA ZONED PROPERTIES; AS WELL AS US ROUTE
522 (FRONT ROYAL PIKE) TO THE EAST.
OFF-SITE AREAS
THERE ARE NO OFF-SITE AREAS ASSOCIATED WITH THIS PROJECT.
SOILS AND GEOLOGY
FOR SOILS INFORMATION, REFER TO SHEET CS0001.
CRITICAL AREAS
ANY DISTURBED AREA WITH SLOPES STEEPER THAN 3:1.
EROSION AND SEDIMENT CONTROL MEASURES
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL
BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA
EROSION AND SEDIMENT CONTROL HANDBOOK.
STRUCTURAL MEASURES
THE SILT FENCE, INLET PROTECTION, AND ANY OTHER MEASURES SHOWN ON THE PLANS INTENDED TO TRAP SEDIMENT
SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE
UPSLOPE LAND DISTURBANCE TAKES PLACE.
PHASE I:
CONSTRUCTION ENTRANCE WITH WASH RACK (3.02) SHALL BE INSTALLED AT THE LOCATION SHOWN ON THE SEDIMENT &
EROSION CONTROL PLAN - PHASE 1 TO PREVENT MUD AND DEBRIS FROM BEING TRACKED ONTO ROADWAYS.
SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS TO FILTER RUNOFF FROM DISTURBED AREAS BEFORE IT
LEAVES THE SITE.
PHASE II:
ALL CONTROLS INSTALLED IN PHASE I SHOULD REMAIN UNTIL THE SITE IS STABILIZED.
CULVERT INLET PROTECT (3.08) SHALL BE INSTALLED AS SHOWN ON THE PLANS.
SOIL STABILIZATION MATTING (3.36) SHALL BE INSTALLED ON DISTURBED SLOPES STEEPER THAN 3:1.
TEMPORARY SEEDING (3.31) AND/OR PERMANENT SEEDING (3.32) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR
GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS.
VEGETATIVE MEASURES
PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER
FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN
SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN
FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT
FOR MORE THAN SIX (6) MONTHS.
SOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR
TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING.
ALL EARTH BERMS, DAMS, DIKES, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE-COMPACTED,
IMMEDIATELY SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER
WITHIN FIVE (5) DAYS AFTER GRADING.
MANAGEMENT STRATEGIES
CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE.
THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND
SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO THE
EFFECTIVENESS OF THE PROGRAM.
AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED AT THE
DIRECTION OF THE FREDERICK COUNTY INSPECTOR.
ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING. CUT AND
FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE
FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH
ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED.
DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH
TIME THE CHECK DAMS SHALL BE REMOVED.
CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE
TEMPORARY OR PERMANENT CHANNEL, FLUME, OR SLOPE DRAIN STRUCTURE.
WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED.
ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT
SEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE
TREATED TO REMOVE SEDIMENT.
WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO
MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS
TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE
END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO
A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS
MANNER.
ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE
STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE
LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOILS AREAS RESULTING FROM THE DISPOSITION
OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.
DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL
MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, IN ORDER TO
CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE
STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.(VESCH) ANY CHANGES
MADE TO THIS PLAN MUST BE RESUBMITTED FOR APPROVAL WITHOUT EXCEPTION.
MAINTENANCE
ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN
24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD. ANY DAMAGED
STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY
TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED
UNTIL GRASS IS ESTABLISHED.
TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY
SPREADING ON SITE.
GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS CLOGGED BY
SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY.
THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION
AT ALL TIMES.
PERMANENT STABILIZATION
ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING
FINAL GRADING. SEEDING SHALL BE DONE ACCORDING TO STANDARD AND SPECIFICATION NO. 3.32 OF THE VESCH.
PERMANENT STABILIZATION IS DEFINED AS 90% UNIFORM COVERAGE ON THE ENTIRE SITE, ABILITY TO INHIBIT EROSION
AND MATURE ENOUGH TO SURVIVE, INCLUDING 2-3 INCH CUTTINGS.
PHASES OF LAND DISTURBANCE ACTIVITIES
1. MANDATORY PRE-CONSTRUCTION CONFERENCE SHALL BE SCHEDULED AS REQUIRED BY REGULATIONS.
2. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY.
3.INSTALLATION OF ALL PHASE I EROSION & SEDIMENT CONTROL DEVICES.
4. OBTAIN COUNTY INSPECTOR APPROVAL.
5. ROUGH GRADE SITE.
6. RESTORATION AND STABILIZATION OF DISTURBED AREAS.
7. REMOVE ALL EROSION & SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR.
SEEDING REQUIREMENTS
2 TONS STRAW MULCH PER AC.
3 TONS AGRICULTURAL LIMESTONE PER AC.
1000 LBS. 10-20-20 FERTILIZER PER AC.
PERMANENT STABILIZATION: ALL DISTURBED AREAS NOT PAVED WILL RECEIVE
200 LBS. TALL FESCUE PER AC.
20 LBS. ANNUAL RYE PER AC.
AT A MINIMUM 4" OF TOPSOIL AND BE SEEDED AS FOLLOWS:MORE THAN SEVSN DAYS, BUT NOT YET AT FINAL GRADE SHALL BE AS FOLLOWS:
60 LBS. GERMAN MILLET PER AC. (MAY THRU SEPTEMBER)
60 LBS. ANNUAL RYE PER AC. (OCTOBER THRU APRIL)
450 LBS. 10-20-20 FERTILIZER PER AC.
3 TONS AGRICULTURAL LIMESTONE PER AC.
2 TONS STRAW MULCH PER AC.
TEMPORARY STABILIZATION: SEEDING TO STABILIZED AREAS LEFT DENUDED FOR
NOTE:
IF STRAW IS USED DURING HYDRO-SEEDING OR OTHERWISE TO STABILIZE THE SITE, THE
CONTRACTOR SHALL ENSURE THAT THE BAILING STRING IS NOT SPREAD WITH THAT STRAW.
THAT STRING SHALL BE REMOVED FROM SITE.
F.F.E. (659.16)
CONS'T TRAILER
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
CE
CONSTRUCTION
ENTRANCE WITH
WASH RACK
SF
SF
SF
LIMIT OF DISTURBED
AREA (TYP)
LIMIT OF DISTURBED
AREA (TYP)
LIMIT OF DISTURBED
AREA (TYP)
LIMIT OF DISTURBED
AREA (TYP)U:\Accounts\THCAC\THCAC22001 - 1930 Front Royal Pike\DESIGN\_SHEETS\CS2001.dwg PLOTTED: 5/20/2022 9:34 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS2001 BYNO.DATEREVISIONSTHCAC22001
AS SHOWN
KDR
2022-03-10
MMA
SHEET
APPROVED BY
OF5 15
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
THE CATERER1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA 22601NICK SANTMIEREROSION & SEDIMENT CONTROL PLAN - PHASE 12022-05-02
EROSION AND SEDIMENT
CONTROL LEGEND
NO.TITLE KEY SYMBOL
3.02 TEMPORARY STONE
CONSTRUCTION ENTRANCE CE
3.05 SILT FENCE SF
SEEDING NOTE:
FOR TEMPORARY & PERMANENT SEEDING INFORMATION,
PLEASE REFER TO THE VEGETATIVE MEASURES,
APPLICABLE SEEDING TABLES, & SEEDING REQUIREMENTS
FOUND IN THE EROSION & SEDIMENT CONTROL NARRATIVE
ON SHEET CS2000.
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
CIP
OP10.00'5' WIDE
ACCESSIBLE PATH
8.33% RAMP
5' LANDING5.00%
5' LANDING
5.00%
8.33% RAMP
5' LANDING
EDGE OF
PAVEMENT
EDGE OF
PAVEME
N
TEDGE OF PAVEMENT (TYP)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
7.34' LONG LANDING
8.3% RAMP
5' LANDING229 SFEXPANSIONDECK649648
646647648 649
649
651652
653
654
654653652657
656
654653652651649648647646 649648652653
655650650650
650
CE
CONSTRUCTION
ENTRANCE WITH
WASH RACK
SF
SF
SF
C1.1
C1.0
LIMIT OF DISTURBED
AREA (TYP)
LIMIT OF DISTURBED
AREA (TYP)
LIMIT OF DISTURBED
AREA (TYP)
LIMIT OF DISTURBED
AREA (TYP)U:\Accounts\THCAC\THCAC22001 - 1930 Front Royal Pike\DESIGN\_SHEETS\CS2002.dwg PLOTTED: 5/20/2022 9:35 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS2002 BYNO.DATEREVISIONSTHCAC22001
AS SHOWN
KDR
2022-03-10
MMA
SHEET
APPROVED BY
OF6 15
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
THE CATERER1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA 22601NICK SANTMIEREROSION & SEDIMENT CONTROL PLAN - PHASE 22022-05-02
EROSION AND SEDIMENT
CONTROL LEGEND
NO.TITLE KEY SYMBOL
3.02 TEMPORARY STONE
CONSTRUCTION ENTRANCE CE
3.05 SILT FENCE SF
3.18 OUTLET PROTECTION OP
3.08 CULVERT INLET
PROTECTION CIP SEEDING NOTE:
FOR TEMPORARY & PERMANENT SEEDING INFORMATION,
PLEASE REFER TO THE VEGETATIVE MEASURES,
APPLICABLE SEEDING TABLES, & SEEDING REQUIREMENTS
FOUND IN THE EROSION & SEDIMENT CONTROL NARRATIVE
ON SHEET CS2000.
U:\Accounts\THCAC\THCAC22001 - 1930 Front Royal Pike\DESIGN\_SHEETS\CS2003.dwg PLOTTED: 5/20/2022 9:35 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS2003 BYNO.DATEREVISIONSTHCAC22001
AS SHOWN
KDR
2022-03-10
MMA
SHEET
APPROVED BY
OF7 15
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 WORK2022-05-02 1 ADDRESS 1ST SUBMISSION AGENCY COMMENTS KDR PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493THE CATERER1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA 22601NICK SANTMIEREROSION & SEDIMENT CONTROL DETAILS2022-05-02
ULTRA-FILTER SOCK MAY BE USED IN
LIEU OF PLATE 3.08-1, SILT FENCE
CULVERT INLET PROTECTION
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 SPACE4.0'R
4.0'R
30.00'
24.00'
20.00'
(TYP)
20.00'
(TYP)9.00'(TYP)9.00'(TYP)8.82'8.00'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
LIMIT OF DISTURBED
AREA (TYP)
LIMIT OF DISTURBED
AREA (TYP)
LIMIT OF DISTURBED
AREA (TYP)
LIMIT OF DISTURBED
AREA (TYP)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\CS3000.dwg PLOTTED: 5/20/2022 9:35 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS3000 BYNO.DATEREVISIONSTHCAC22001
AS SHOWN
KDR
2022-03-10
MMA
SHEET
APPROVED BY
OF8 15
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
THE CATERER1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA 22601NICK SANTMIERDIMENSIONAL PLAN2022-05-02
(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.
F.F.E. (659.16)
1,491 SF FRAME BUILDING
U.S. ROUTE 522 - FRONT ROYAL PIKE
(VARIABLE WIDTH R/W)
(UNDER CONSTRUCTION)
US ROUTE 522
NORTH BOUND LANES
US ROUTE 522
SOUTH BOUND LANES 229 SFEXPANSIONDECK
A
A
B
B10.00'3:14:18:12%6:12%2%
12
:
1
24:1 24:1RIGHT-OF-WAYRIGHT-OF-WAYC\L OF ROAD SIDE DITCHEDGE OF PAVEMENTEDGE OF PAVEMENTEDGE OF PAVEMENTEDGE OF PAVEMENTC\L OF ROAD SIDE DITCHC\L OF MEDIAN DITCHSOUTH BOUND LANE (14.94')SOUTH BOUND LANE (13.88')SOUTH BOUND TURN LANE (10.45')NORTH BOUND LANE (14.35')NORTH BOUND LANE (13.79')26.91'
EX. EP TO
RIGHT-OF-WAY
28.13'
NORTH BOUND
LANES
32.15'
MEDIAN
39.27'
SOUTH BOUND
LANES
36.13'
EX. EP TO
RIGHT-OF-WAY
EX. PAVEMENT SECTION
EX. PAVEMENT SECTION
COMPACTED SUBGRADE
US ROUTE 522 - CROSS SECTION B - B (FACING SOUTH)
(NTS)RIGHT-OF-WAYRIGHT-OF-WAYEDGE OF PAVEMENTEDGE OF PAVEMENTEX. EDGE OF PAVEMENTEDGE OF PAVEMENT3:18:12%4:16:12%2%5:13:13:15:1PROP. EDGE OF PAVEMENTCG-7 FACE OF CURBSOUTH BOUND LANE (16.30')SOUTH BOUND LANE (13.88')SOUTH BOUND TURN LANE (11.65')SOUTH BOUND TURN LANE (12.00')C\L OF MEDIAN DITCHC\L OF ROAD SIDE DITCHC\L OF ROAD SIDE DITCH27.20'
EX. EP TO
RIGHT-OF-WAY
28.35'
NORTH BOUND
LANES
29.35'
MEDIAN
53.82'
SOUTH BOUND
LANES
2.00' CG-7
25.99'
PROP. BACK OF CURB
TO RIGHT-OF-WAY
US ROUTE 522 - CROSS SECTION A - A (FACING SOUTH)
(NTS)
EX. PAVEMENT SECTION
COMPACTED SUBGRADE
112" SM-12A
3" BM-25
8" 21BNORTH BOUND LANE (14.57')NORTH BOUND LANE (13.79')U:\Accounts\THCAC\THCAC22001 - 1930 Front Royal Pike\DESIGN\_SHEETS\CS3000a.dwg PLOTTED: 5/20/2022 9:35 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS3000ABYNO.DATEREVISIONSTHCAC22001
AS SHOWN
KDR
2022-03-10
MMA
SHEET
APPROVED BY
OF8A 15
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 30'60'2022-05-02 1 ADDRESS 1ST SUBMISSION AGENCY COMMENTS KDR PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTH
THE CATERER1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA 22601NICK SANTMIERUS ROUTE 522 TYPICAL SECTIONS2022-05-02
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
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
7.34' LONG LANDING
8.3% RAMP
5' LANDING229 SFEXPANSIONDECK
LIMIT OF DISTURBED
AREA (TYP)
LIMIT OF DISTURBED
AREA (TYP)
LIMIT OF DISTURBED
AREA (TYP)
LIMIT OF DISTURBED
AREA (TYP)
C1.1
C1.0
54.00' OF 15"
HDPE @ 7.41%
PROP. C/O (TYP)
CONNECT TO EXISTING SSWR LATERAL STUB
PROP. C/O (TYP)
PROP. SSWR
SERVICE10.00'PROP. 4" SSWR LAT. (TYP)
PROP. 4" SSWR LAT. (TYP)
NEW METER BOX C\L 3' OFF OF SIDEWALK
SEE DETAIL SHEET (CS9000)
METER SIZE = 58"
56 41
58 57 56 31 55 26
54 51
54 51
55 26
54 11
55 01
54 11
53 31 53 90
53 54
53 15
52 00
51 00
47 00INV
51 00INV
51 40
51 00
50 85
50 85
50 85
50 85 50 85
649648646DRAINS TO C1.1
TOTAL AREA =0.19 AC
IMPERVIOUS AREA (@ 0.90)=0.08 AC
PERVIOUS AREA (@ 0.30)=0.11 AC
WEIGHTED C =0.41
C =0.41
I =6.48
A =0.19 AC
Q10 =0.50 CFS647648649
649
651652
653
654
654653652657
656
654653652651649648647646 649648652653
655650650650
650
59 08 58 57
55 81
U:\Accounts\THCAC\THCAC22001 - 1930 Front Royal Pike\DESIGN\_SHEETS\CS4000.dwg PLOTTED: 5/20/2022 9:35 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS4000 BYNO.DATEREVISIONSTHCAC22001
AS SHOWN
KDR
2022-03-10
MMA
SHEET
APPROVED BY
OF9 15
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
THE CATERER1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA 22601NICK SANTMIERGRADING & UTILITY PLAN2022-05-02
EX. WATER METER CROCK NOTE:
THE EXISTING WATER METER CROCK SHALL BE RELOCATED OUTSIDE OF THE
PROPOSED ADA RAMP BY FREDERICK WATER.
INTERSECTION SIGHT DISTANCE - 60 MPH DESIGN SPEED
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
650
660
670
680
690
700
710
650
660
670
680
690
700
710
9+50 10+00650.9651.23654.0654.5711+00657.8661.012+00664.4668.113+00672.0675.814+00679.4683.015+00686.8690.316+00693.8697.217+00700.617+503.50' TO EYE3.50' TO OBJECTSDL: 4 - INTERSECTION SIGHT DISTANCE EXCEEDS 710.00'
LOOKING NORTH
SDL:4 - SIGHT
DISTAN
CE LI
NE
LOOKI
N
G N
ORT
H
EXISTING GRADE
PROPOSED GRADEENTRANCE PROFILE
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
640
650
660
670
640
650
660
670
9+75 10+00652.2652.2011+00649.4649.3911+25
-2.09%
-2.62%
2.61%
5.72%
0.00%
-5.59%STA 10+00ELEV 652.20STA 11+11.34ELEV 652.00BVCS: 10+54.43BVCE: 652.43EVCS: 10+74.43EVCE: 653.0020' VC
PVI STA = 10+64.43
PVI ELEV = 653.00
A.D. = -5.72
K = 3.49
BVCS: 10+83.46BVCE: 653.00EVCS: 11+03.46EVCE: 652.4420' VC
PVI STA = 10+93.46
PVI ELEV = 653.00
A.D. = -5.59
K = 3.58
BVCS: 10+18.20BVCE: 651.77EVCS: 10+38.20EVCE: 651.7720' VC
PVI STA = 10+28.20
PVI ELEV = 651.51
A.D. = +5.23
K = 3.82
EXISTING GRADE
PROP. GRADE
18" COVERN-12 15" HDPE XING
RIGHT-OF-WAYRIGHT-OF-WAYF.F.E. (659.16)
1,491 SF FRAME BUILDING
U.S. ROUTE 522 - FRONT ROYAL PIKE
(VARIABLE WIDTH R/W)
(UNDER CONSTRUCTION)
US ROUTE 522
NORTH BOUND LANES
US ROUTE 522
SOUTH BOUND LANES
4" ASHLEAFMAPLE
US ROUTE 522
NORTH BOUND LANES
US ROUTE 522
SOUTH BOUND LANES
LOCATION OF EYE
LOCATION OF OBJECT
SDL: 4 - INTERSECTION SIGHT DISTANCE LINE (EXCEEDS 710.0
0
'
)14.50'10.00'C1.1
C1.0
WP-2 LIMIT OF
MILL & OVERLAY
VDOT STANDARD CG-11
158' ENTRANCE SEPARATION 8.46'47.43'TRASHENCLOSURE
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
U:\Accounts\THCAC\THCAC22001 - 1930 Front Royal Pike\DESIGN\_SHEETS\CS5000.dwg PLOTTED: 5/20/2022 9:36 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS5000 BYNO.DATEREVISIONSTHCAC22001
AS SHOWN
KDR
2022-03-10
MMA
SHEET
APPROVED BY
OF10 15
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 WORK2022-05-02 1 ADDRESS 1ST SUBMISSION AGENCY COMMENTS KDR PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493THE CATERER1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA 22601NICK SANTMIERSIGHT DISTANCE & ENTRANCE PROFILES &DETAIL2022-05-02
00 50'100'
NORTH
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)
LIMIT OF DISTURBED
AREA (TYP)
LIMIT OF DISTURBED
AREA (TYP)
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
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)
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\CS8000.dwg PLOTTED: 5/20/2022 9:36 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS8000 BYNO.DATEREVISIONSTHCAC22001
AS SHOWN
KDR
2022-03-10
MMA
SHEET
APPROVED BY
OF11 15
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 30'60'2022-05-02 1 ADDRESS 1ST SUBMISSION AGENCY COMMENTS KDR PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTH
THE CATERER1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA 22601NICK SANTMIERLIGHTING PLAN2022-05-02
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.
U:\Accounts\THCAC\THCAC22001 - 1930 Front Royal Pike\DESIGN\_SHEETS\CS8001.dwg PLOTTED: 5/20/2022 9:36 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS8001 BYNO.DATEREVISIONSTHCAC22001
AS SHOWN
KDR
2022-03-10
MMA
SHEET
APPROVED BY
OF12 15
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 WORK2022-05-02 1 ADDRESS 1ST SUBMISSION AGENCY COMMENTS KDR PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493THE CATERER1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA 22601NICK SANTMIERLIGHTING DETAILS2022-05-02
U:\Accounts\THCAC\THCAC22001 - 1930 Front Royal Pike\DESIGN\_SHEETS\CS8002.dwg PLOTTED: 5/20/2022 9:36 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS8002 BYNO.DATEREVISIONSTHCAC22001
AS SHOWN
KDR
2022-03-10
MMA
SHEET
APPROVED BY
OF13 15
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 WORK2022-05-02 1 ADDRESS 1ST SUBMISSION AGENCY COMMENTS KDR PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493THE CATERER1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA 22601NICK SANTMIERLIGHTING DETAILS2022-05-02
U:\Accounts\THCAC\THCAC22001 - 1930 Front Royal Pike\DESIGN\_SHEETS\CS9000.dwg PLOTTED: 5/20/2022 9:36 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS9000 BYNO.DATEREVISIONSTHCAC22001
AS SHOWN
KDR
2022-03-10
MMA
SHEET
APPROVED BY
OF14 15
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 WORK2022-05-02 1 ADDRESS 1ST SUBMISSION AGENCY COMMENTS KDR PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493THE CATERER1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA 22601NICK SANTMIERSITE DETAILS2022-05-02
HANDICAP SIGN DETAIL
NOT TO SCALE
NOT TO SCALE
STOP SIGN - DETAIL
SCREEN FENCE DETAIL
U:\Accounts\THCAC\THCAC22001 - 1930 Front Royal Pike\DESIGN\_SHEETS\CS9500.dwg PLOTTED: 5/20/2022 9:36 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS9500 BYNO.DATEREVISIONSTHCAC22001
AS SHOWN
KDR
2022-03-10
MMA
SHEET
APPROVED BY
OF15 15
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 WORK2022-05-02 1 ADDRESS 1ST SUBMISSION AGENCY COMMENTS KDR PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493THE CATERER1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA1930 FRONT ROYAL PIKEFREDERICK COUNTY, VA 22601NICK SANTMIERMAINTENANCE OF TRAFFIC PLAN2022-05-02