HomeMy WebLinkAbout04-26 Signed Site PlanTITLE SHEETAPPROVED BY:SIGNATURE:DATE:SITE PLANTRUCK SHED AND LOADING DOCKSSCHENCK FOODS COMPANY, INC.FREDERICK COUNTY, VASITE PLAN 4 -26DEVELOPERSchenck Foods Company, Inc3578 Valley PikeWinchester, VA 22602540.869.1870LAND OWNERSchenck Foods Company, Inc3578 Valley PikeWinchester, VA 22602540.869.1870ENGINEERStowe Engineering, PLC103 Heath CourtWinchester, VA 22602540.686.7373UTILITY PROVIDERSWATER AND SEWERFrederick Water315 Tasker RoadStephens City, VA 22655540.868.1061ELECTRIC SERVICEShenandoah Valley Elec COOP3463 Valley PikeWinchester, VA 22602540-6450-0111TELEPHONE SERVICEVerizon404 Hillandale LandWinchester, VA 22602540.665.3153CABLE SERVICECOMCAST Communications195 Rainville RoadWinchester, VA 22602NATURAL GASWashington Gas350 Hill and Dale LaneWinchester, VA 22602540.869.1111Vicinity Mapscale: 1" = 500'PROJECTLOCATIONExit 310NOTE: VDOT EROSION AND SEDIMENT CONTROL CONTRACTOR CERTIFICATION IS REQUIRED WHEN MORETHAN 10,000 SF IS DISTURBED ON STATE RIGHT OF WAYDATE:SCALE:CHECKED BY:SHEET OFTRUCK SHED AND LOADING DOCKS
SCHENCK FOODS COMPANY, INC.
TAX PARCEL 66 1 A
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATS1316.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSAS SHOWNJanuary 5, 2026PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe2/4/26
VIRGINIA DEPARTMENT OF TRANSPORTATIONSTAUNTON DISTRICTREV. NOVEMBER, 2009 VDOT GENERAL NOTESV1.ALL WORK ON THIS PROJECT SHALL CONFORM TO THE CURRENT EDITIONS OF AND LATEST REVISIONS TO THE VIRGINIA DEPARTMENT OFTRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS, ANDANY OTHER APPLICABLE STATE, FEDERAL OR LOCAL REGULATIONS. IN CASE OF A DISCREPANCY OR CONFLICT BETWEEN THE STANDARDS ORSPECIFICATIONS 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 WITHTHE CURRENT EDITION OF VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED INACCORDANCE WITH SECTION 105.14(C) OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS.V4 THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY AND ALL UTILITIES, INCLUDING TRAFFIC SIGNAL POLES,JUNCTION BOXES, CONTROLLERS, ETC., OWNED BY VDOT OR PRIVATE / PUBLIC UTILITY COMPANIES. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPERTO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS THAT MAY BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY. VDOT APPROVAL OFTHESE 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 ASDEEMED NECESSARY BY VDOT. ANY ADDITIONAL EXPENSE INCURRED AS A RESULT OF ANY FIELD REVISION SHALL BE THE RESPONSIBILITY OF THEDEVELOPER.V6.PRIOR TO INITIATION OF WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANYWORK WITHIN VDOT RIGHT-OF-WAY.V7.IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRE-CONSTRUCTION CONFERENCE SHALL BE ARRANGED AND HELD BY THE ENGINEERAND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OFWORK.V8.THE CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OFTIME. VDOT REQUIRES AND SHALL RECEIVE 48 HOURS ADVANCE NOTICE PRIOR TO ANY REQUIRED OR REQUESTED INSPECTION.V9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY VIA ACONSTRUCTION ENTRANCE THAT IS CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH SECTION 3.02 OF THE VIRGINIA EROSION AND SEDIMENTCONTROL HANDBOOK. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION.THE DEVELOPER SHALL HAVE, WITHIN THE LIMITS OF THE PROJECT, AN EMPLOYEE CERTIFIED BY THE VIRGINIA DEPARTMENT OF CONSERVATION ANDRECREATION (VDCR) IN EROSION AND SEDIMENT CONTROL WHO SHALL INSPECT EROSION AND SILTATION CONTROL DEVICES AND MEASURES ON ACONTINUOUS BASIS FOR PROPER INSTALLATION AND OPERATION. DEFICIENCIES SHALL BE PROMPTLY RECTIFIED.V10.CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION.V11. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT RIGHT-OF-WAY SHALL HAVE A MINIMUM THIRTY-SIX (36) INCHES COVER ANDWHEN 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 THECOURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND VDOT. WORK SHALL CEASE IN THAT VICINITYUNTIL 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 TOPLACEMENT AND FILL. WHERE CBR TESTING IS REQUIRED, A VDOT REPRESENTATIVE SHALL BE PRESENT TO INSURE THE SAMPLE OBTAINED ISREPRESENTATIVE OF THE LOCATION. WHEN SOIL SAMPLES ARE SUBMITTED TO PRIVATE LABORATORIES FOR TESTING, THE SAMPLES SHALL BE CLEARLYIDENTIFIED AND LABELED AS BELONGING TO A PROJECT TO BE ACCEPTED BY VDOT AND THAT TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ALLAPPLICABLE VDOT STANDARDS AND PROCEDURES.V14.ALL ROADWAY FILL, BASE, SUBGRADE MATERIAL, AND BACKFILL IN UTILITY/STORM SEWER TRENCHES SHALL BE COMPACTED IN SIX (6) INCH LIFTSTO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE FOR THEFULL WIDTH OF ANY DEDICATED STREET RIGHT-OF-WAY. AT THE DIRECTION OF VDOT, DENSITY TESTS SHALL BE PERFORMED BY A QUALIFIEDINDEPENDENT AGENCY IN ACCORDANCE WITH VDOT ROAD AND BRIDGE SPECIFICATIONS. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TOVDOT DAILY, UNLESS SPECIFIED OTHERWISE.V15.VDOT STANDARD CD AND UD UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND/OR AS SPECIFIED BY VDOT.V16.THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET RIGHT-OF-WAY SHALL MEET VDOT MINIMUM DESIGNSTANDARDS AND IS THE RESPONSIBILITY OF THE DEVELOPER.V17.PRIOR TO VDOT ACCEPTANCE OF ANY STREETS, ALL REQUIRED STREET SIGNAGE AND/OR PAVEMENT MARKINGS SHALL BE INSTALLED BY THEDEVELOPER OR, AT VDOT'S DISCRETION, BY VDOT ON AN ACCOUNT RECEIVABLE BASIS FOLLOWING THE MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES AND VDOT'S ROAD AND BRIDGE STANDARDS.V18.THE DEVELOPER SHALL PROVIDE THE VDOT RESIDENCY OFFICE WITH A LIST OF ALL MATERIAL SOURCES PRIOR TO THE START OF CONSTRUCTION.COPIES OF ALL INVOICES FOR MATERIALS UTILIZED WITHIN ANY DEDICATED STREET RIGHT-OF-WAY MUST BE PROVIDED TO THE LOCAL VDOT RESIDENCYOFFICE PRIOR TO ACCEPTANCE OF THE WORK. UNIT AND TOTAL PRICES MAY BE OBSCURED.V19.AGGREGATE BASE AND SUBBASE MATERIALS SHALL BE PLACED ON SUBGRADE BY MEANS OF A MECHANICAL SPREADER. DENSITY WILL BEDETERMINED USING THE DENSITY CONTROL STRIP IN ACCORDANCE WITH SECTION 304 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS AND VTM-10. ACERTIFIED 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 OPPORTUNITYTO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE DENSITY CONTROL STRIP.V20.ASPHALT CONCRETE PAVEMENTS SHALL BE PLACED IN ACCORDANCE WITH SECTION 315 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS.DENSITY SHALL BE DETERMINED USING THE DENSITY CONTROL STRIP AS SPECIFIED IN SECTION 315 AND VTM-76. A CERTIFIED COMPACTION TECHNICIANSHALL PERFORM THESE TESTS. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. A VDOTREPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE CONTROL STRIP.V21.IN ACCORDANCE WITH SECTION 302.03, THE FOUNDATIONS FOR PIPE CULVERTS THIRTY-SIX (36) INCHES AND LARGER SHALL BE EXPLORED BELOWTHE BOTTOM OF THE EXCAVATION TO DETERMINE THE TYPE AND CONDITION OF THE FOUNDATION. THE CONTRACTOR SHALL REPORT FINDINGS OFFOUNDATION EXPLORATION TO THE ENGINEER AND VDOT FOR APPROVAL PRIOR TO PLACING PIPE. FOUNDATION DESIGNS SHALL COMPLY WITH VDOTROAD AND BRIDGE STANDARD PB-1. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION IS ENCOUNTERED, THE FOUNDATION DESIGNAND/OR NEED FOR FOUNDATION STABILIZATION SHALL BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT.V22.THE FOUNDATIONS FOR ALL BOX CULVERTS SHALL BE INVESTIGATED BY MEANS OF EXPLORATORY BORINGS ADVANCED BELOW PROPOSEDFOUNDATION ELEVATION TO DETERMINE THE TYPE AND CONDITION OF THE FOUNDATION. THE CONTRACTOR SHALL SUBMIT COPIES OF BOREHOLE LOGSAND REPORT FINDINGS OF FOUNDATION EXPLORATION TO THE ENGINEER AND VDOT FOR APPROVAL PRIOR TO CONSTRUCTING BOX. FOUNDATIONDESIGNS SHALL COMPLY WITH VDOT ROAD AND BRIDGE STANDARD PB-1. CONTRARY TO THE STANDARD, WHERE ROCK IS ENCOUNTERED ANDCAST-IN-PLACE BOX IS PROPOSED, THE THICKNESS OF BEDDING SHALL BE SIX (6) INCHES. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLEFOUNDATION IS ENCOUNTERED, THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION STABILIZATION SHALL BE DETERMINED BY THE ENGINEER ANDAPPROVED BY VDOT.V23.APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF THE APPROVAL LETTER.V24.VDOT STANDARD CG-12 CURB RAMPS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND/OR AS SPECIFIED BY VDOT.V25.VDOT STANDARD GUARDRAIL SHALL BE INSTALLED WHERE WARRANTED AND/OR AS PROPOSED ON THESE PLANS IN ACCORDANCE WITH VDOT'SINSTALLATION CRITERIA. FINAL GUARDRAIL DESIGN SHALL BE PROVIDED TO VDOT FOR APPROVAL AFTER GRADING IS MOSTLY COMPLETE.GENERAL NOTES1.THE CONTRACTOR SHALL FURNISH ALL MATERIAL, LABOR AND EQUIPMENT AND PERFORM ALL WORK, INCLUDING RESTORATION, OF ALL IMPROVEMENTS SHOWN ORIMPLIED AS NECESSARY FOR THE COMPLETED PROJECT READY FOR USE. UNLESS OTHERWISE NOTED, SPECIFICATIONS FOR ALL WORK TO BE IN ACCORDANCE WITHAPPLICABLE STANDARDS AND CONSTRUCTION SPECIFICATIONS INCLUDING BUT NOT LIMITED TO VDOT ROAD AND BRIDGE STANDARDS, VDOT ROAD AND BRIDGESPECIFICATIONS, AMERICAN WATER WORKS ASSOCIATION STANDARDS, AND FREDERICK COUNTY SANITATION AUTHORITY STANDARDS AND SPECIFICATIONS.2.ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AND VIRGINIAOCCUPATIONAL SAFETY & HEALTH (VOSH) RULES AND REGULATIONS.3.THE CONTRACTOR SHALL COMPLY WITH TITLE 59.1, CHAPTER 30 SECTION 408, ET. SEQ. OF THE CODE OF VIRGINIA (OVERHEAD HIGH VOLTAGE LINES SAFETY ACT).4.THE CONTRACTOR SHALL COMPLY WITH TITLE 56, CHAPTER 10.3, SECTION 265, ET. SEQ. OF THE CODE OF VIRGINIA (UNDERGROUND UTILITY DAMAGE PREVENTION ACT).5.THE ENGINEER HAS ATTEMPTED TO SHOW ALL SUBSURFACE UTILITIES. HOWEVER, SUCH MAY EXIST THAT ARE NOT SHOWN. THE CONTRACTOR SHALL EXERCISE CAREIN THIS WORK SO AS TO AVOID DAMAGE TO ANY UTILITIES. ANY DAMAGE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY MISSUTILITY OF VIRGINIA AT LEAST 72 HOURS PRIOR TO EXCAVATING.6.IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS THAT MAY BE IN CONFLICT WITH THE PROPOSEDCONSTRUCTION ACTIVITY. APPROVAL OF THESE PLANS DOES NOT INDEMNIFY THE CONTRACTOR FROM THIS RESPONSIBILITY.7.ACCESS FOR EMERGENCY, SERVICE, AND UTILITY MAINTENANCE VEHICLES SHALL BE MAINTAINED.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION SURVEYING STAKE OUT.9.THE CONTRACTOR SHALL PROVIDE THE MATERIALS TESTING FOR THE PROJECT.10.THIS DESIGN IS BASED ON TOPOGRAPHIC AND PROPERTY SURVEY DATA PROVIDED BY MARSH & LEGGE LAND SURVEYORS.11.UTILITY SERVICES FOR NEIGHBORING PROPERTIES IS TO BE MAINTAINED.12.ALL ROADWAY EXCAVATIONS THROUGH PAVEMENT SHALL BE SAW CUT TO PROVIDE SMOOTH AND STRAIGHT PAVEMENT EDGES.13.ALL ROADWAY SURFACES OUTSIDE OF THE CONSTRUCTION LIMITS THAT ARE DAMAGED OR DISTURBED BY THE CONTRACTOR SHALL BE RESTORED BY THECONTRACTOR TO THEIR PRE-CONSTRUCTION CONDITION.14.CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION.15.ANY UNUSUAL SUBSURFACE CONDITIONS (E.G., UNSUITABLE SOILS, SPRINGS, SINKHOLES, VOIDS, CAVES, ETC.) ENCOUNTERED DURING THE COURSE OFCONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE DESIGN CAN BEDETERMINED BY THE ENGINEER.16.ALL FILL AREAS, BORROW MATERIAL, FOOTERS, AND UNDERCUT AREAS SHALL BE INSPECTED AND APPROVED BY A THE SOILS TESTING FIRM PRIOR TO PLACEMENT OFFILL, AGGREGATE, OR PAVEMENT.17.ALL SUBGRADE MATERIAL AND BACKFILL IN TRENCHES, SHALL BE COMPACTED IN SIX (6) INCH LIFTS TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BYAASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE OVER THE COMPLETE AREA/LENGTH. DENSITY TESTS SHALL BE PERFORMED BY THE SOILSTESTING FIRM.DRAINAGE NOTES1."H" DIMENSIONS AND TOP ELEVATIONS SHOWN ON THE PLANS ARE MEASURED FROM THE INVERT OUT TO THE TOP OF THE STRUCTURE. "H" DIMENSIONS AND TOPELEVATIONS ARE APPROXIMATE AND ARE PROVIDED FOR ESTIMATING PURPOSES. ACTUAL DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELDCONDITIONS.2.ALL DRAINAGE STRUCTURES SHALL MEET THE REQUIREMENTS OF VDOT ROAD AND BRIDGE STANDARDS AND VDOT SPECIFICATIONS.3. ALL STRUCTURES SHALL HAVE VDOT STANDARD INVERT SHAPING IS-1.GRADING NOTES1.ALL EMBANKMENTS (FILL) PLACED ON THIS PROJECT ARE TO BE CONTROLLED FILLS, AND PLACEMENT IS TO BE OBSERVED AND TESTED BY THE GEOTECHNICALENGINEER.2.ALL EXCAVATION IS UNCLASSIFIED.3.MATERIALS - SUITABLE EXCAVATED MATERIAL SHALL BE USED IN FORMING THE EMBANKMENTS. MATERIALS CLASSIFIED AS OL, OH, OR PT ARE NOT SUITABLE FOR USEAS CONTROLLED FILL. THE ON-SITE HIGH PLASTICITY SOILS ARE GENERALLY SUITABLE FOR RE-USE AS CONTROLLED FILL PROVIDED THAT PROPER DRAINAGE,GRADING, AND SLOPING AWAY FROM THE STRUCTURES IS MAINTAINED BOTH DURING AND AFTER CONSTRUCTION. BLASTED OR “SHOT” ROCK CAN BE UTILIZED FOR FILLPROVIDED THAT THE MAXIMUM PARTICLE SIZE OF THE ROCK NOT EXCEED 6 INCHES AND SUFFICIENT AMOUNTS OF SOIL FINES BE MIXED WITH THE ROCK TO FILL INOPEN VOIDS BETWEEN THE ROCK PARTICLES. THE NESTING OF BOULDERS IN THE EMBANKMENT IS PROHIBITED. THE MATERIAL TO BE USED IN EMBANKMENTS SHALLBE FREE OF FROZEN OR ORGANIC MATERIALS SUCH AS LEAVES, ROOTS, GRASS, WEEDS, AND ALL OTHER MATERIAL NOT CONSISTENT WITH CONSTRUCTION OF ASTABLE, HOMOGENEOUS FILL. EMBANKMENTS SHALL NOT BE CONSTRUCTED ON FROZEN GROUND.ALL PROPOSED FILL MATERIALS SHOULD BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT AS CONTROLLED FILL, AND REPRESENTATIVESAMPLES SHOULD BE OBTAINED ONE WEEK PRIOR TO PLACEMENT OF THAT MATERIAL TO ALLOW TIME FOR COMPLETION OF THE NECESSARY LABORATORY TESTS.4.SITE PREPARATION - ALL EXISTING PAVEMENT SHALL BE REMOVED FROM AREAS UPON WHICH EMBANKMENT WILL BE CONSTRUCTED. THE EXISTING PAVEMENT SHALLBE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED LOCATION. ALL SLOPING AREAS UPON WHICH FILL IS TO BE PLACED SHOULD BE BENCHED OR“NOTCHED” SO THAT A SMOOTH INTERFACE BETWEEN EXISTING GROUND AND NEW FILL WILL NOT BE PRESENT. EACH LAYER OF FILL SHOULD BE BENCHED INTO THEEXISTING GROUND A MINIMUM OF 3 FEET HORIZONTALLY AND THE DEPTH OF ONE FILL LAYER. FLAT AREAS UPON WHICH FILL IS TO BE PLACED SHALL BE DEEPLYPLOWED TO ALLOW FOR BONDING WITH THE EXISTING MATERIAL. THE CONTROLLED FILL SLOPES AND EMBANKMENTS SHOULD BE CONSTRUCTED AT THE DESIGNED2H:1V SLOPES OR FLATTER.5.FORMATION IN LAYERS - UNLESS OTHERWISE PROVIDED, EMBANKMENTS SHALL BE CONSTRUCTED IN SUCCESSIVE LAYERS NO MORE THAN 6 INCHES THICK, LOOSEMEASUREMENT. WHERE EMBANKMENTS ARE BUILT BY DUMPING FROM DRAGLINES, TRUCKS, OR OTHER SIMILAR EQUIPMENT, A BULLDOZER MUST BE OPERATEDCONSTANTLY TO SPREAD THE MATERIAL. THESE LAYERS MUST BE FULL WIDTH OF EMBANKMENT, EACH THOROUGHLY COMPACTED, BUILT TO THE TRUE SLOPE, ANDNOT WIDENED WITH LOOSE MATERIAL FROM THE TOP. WHEN EMBANKMENTS ARE BEING CONSTRUCTED PRINCIPALLY OF ROCK, THE DEPTH OF EACH LAYER SHALL BECAREFULLY DISTRIBUTED THROUGHOUT THE EMBANKMENT, AND THE VOIDS SHALL BE FILLED WITH FINE MATERIAL TO SECURE THE MAXIMUM DENSITY. THE MOSTSUITABLE MATERIAL SHALL BE RESERVED FOR TOP 2 FEET OF THE EMBANKMENT.LARGE STONES WITH ANY DIMENSION GREATER THAN SIX INCHES SHALL NOT BE PERMITTED WITHIN TWO (2) FEET OF THE DESIGN SUBGRADE. AS THE EMBANKMENTIS CONSOLIDATED, THE SLOPES SHALL BE CAREFULLY DRESSED TO THE DESIRED SECTION AND MAINTAINED TO THEIR PROPER HEIGHT, DIMENSIONS, AND SHAPEUNTIL THE WORK IS ACCEPTED. WHEN TRANSPORTING MATERIAL WITH RUBBER-TIRED EQUIPMENT, CARE SHALL BE TAKEN TO SEE THAT THE TRAILING UNITS DO NOTFOLLOW IN THE TRACKS OF THE PRECEDING UNIT. AT THE END OF EACH DAY'S WORK THE EMBANKMENT SHALL BE DRESSED TO SHED ANY WATER THAT MIGHT FALLDURING THE NIGHT.6.DENSITY - SUITABLE COMPACTION EQUIPMENT SHALL BE CONTINUOUSLY OPERATED WHILE EMBANKMENTS ARE BEING CONSTRUCTED. ALL FILL MATERIALCOMPACTED BY HEAVY COMPACTION EQUIPMENT SHOULD BE PLACED IN MAXIMUM 6-INCH LOOSE LIFTS FOR THE UPPERMOST ZONES PREVIOUSLY DESCRIBED AND8-INCH LOOSE LIFTS FOR THE DEEPER FILL AREAS. IN AREAS WHERE LARGER ROCK IS UTILIZED, THE SIZE OF THE LOOSE LIFT WILL BE DEPENDENT ON THE QUANTITYOF ROCK WITHIN THE OVERALL FILL MATRIX, AND THIS CAN BE EVALUATED BY THE GEOTECHNICAL ENGINEER AT THE TIME OF ACTUAL PLACEMENT. ALL FILL MATERIALCOMPACTED BY HAND- OPERATED TAMPERS OR LIGHT COMPACTION EQUIPMENT SHOULD BE PLACED IN MAXIMUM 4-INCH LOOSE LIFTS. WHILE WORK IS PROGRESSINGIN SEPARATE AREAS, APPROVED COMPACTION EQUIPMENT SHALL BE OPERATED CONTINUOUSLY IN EACH EMBANKMENT AREA.PRIOR TO COMPACTION, THE MOISTURE CONTENT OF EACH LAYER SHOULD BE ADJUSTED, AS NECESSARY, TO OBTAIN THE REQUIRED MOISTURE CONTENT TO ACHIEVETHE SPECIFIED COMPACTION LEVEL. EACH LAYER SHOULD BE COMPACTED TO THE REQUIRED PERCENTAGE OF MAXIMUM DRY DENSITY. FILL SHOULD NOT BE PLACEDON SURFACES THAT ARE MUDDY OR FROZEN, OR HAVE NOT BEEN APPROVED BY TESTING AND/OR PROOF-ROLLING. FREE WATER SHOULD BE PREVENTED FROMAPPEARING ON THE SURFACE DURING OR SUBSEQUENT TO COMPACTION OPERATIONS. SOIL MATERIAL WHICH IS REMOVED BECAUSE IT IS TOO WET TO PERMITPROPER COMPACTION CAN BE STOCKPILED, OR SPREAD AND ALLOWED TO DRY. DRYING CAN BE FACILITATED BY DISCING OR HARROWING UNTIL THE MOISTURECONTENT IS REDUCED TO AN ACCEPTABLE LEVEL. WHEN THE SOIL IS TOO DRY, WATER SHOULD BE APPLIED UNIFORMLY TO THE SUBGRADE SURFACE OR TO THELAYER TO BE COMPACTED.COMPACTION OF THE EMBANKMENTS SHALL BE TO DENSITY OF 95 PERCENT OF THAT OBTAINED IN A STANDARD PROCTOR DENSITY TEST, ASTM D-1557. THEMOISTURE CONTENT OF THE SOILS SHOULD BE WITHIN THREE (3) PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT. IN AREAS WHERE MIXTURES OF SHOTROCK AND SOIL FILL ARE PLACED, MINIMUM PASSES WITH COMPACTION EQUIPMENT SHOULD BE ESTABLISHED DURING CONSTRUCTION. ALL AREAS SHOULD BEPROOF-ROLLED WITH APPROVED EQUIPMENT FOR ACCEPTANCE OF COMPACTION BY THE GEOTECHNICAL ENGINEER WHERE DENSITY TESTS CANNOT BE REASONABLYCONDUCTED. MATERIAL THAT DOES NOT CONTAIN ADEQUATE MOISTURE TO OBTAIN SPECIFIED DENSITY SHALL REQUIRE THE INCORPORATION OF ADDITIONALWATER. MATERIAL CONTAINING AN EXCESS AMOUNT OF MOISTURE SHALL NOT BE PLACED IN AN EMBANKMENT UNTIL IT HAS BEEN ALLOWED TO DRY TO THE DESIGNMOISTURE CONTENT.7.WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS AS PRESENTED IN THE REPORT DATED OCTOBER 10, 2025BY VIOLA ENGINEERING.FLOODPLAIN1.FLOOD MAP 51069C0214E, EFFECTIVE 1/29/2021, SHOWS THE PARCEL UPON WHICH THIS PROJECT IS PLANNED IS IN HAZARD ZONE X. THE PROJECT IS NOT IN AFLOODPLAIN.DATE:SCALE:CHECKED BY:SHEET OFTRUCK SHED AND LOADING DOCKS
SCHENCK FOODS COMPANY, INC.
TAX PARCEL 66 1 A
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATS1316.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSAS SHOWNJanuary 5, 2026PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe2/4/26GENERAL NOTES
PIN 63-1-ASCHENCK FOODS COMPANY, INC.DB 789 PG 1602PIN 63-A-67SCHENCK FOODS COMPANY, INC.DB 509 PG 326FRAMEGARAGEFRAMEGARAGEEXISTINGDWELLINGEXISTINGDWELLINGN 32°55'01" E 1153.91'S 07°55'34" W 165.38'S 13°06'57" W200.00'EXISTINGBUILDINGVA. SEC. RTE. 814FAY STREET(50' R/W)N 50°11'00" W 235.01'N 46°36'54" W 263.22'S 22°57'38" W 390.23'U.S. ROUTE 11 - VALLEY PIKE(VARIABLE WIDTH R/W)BLOCK BLDG.DATE:SCALE:CHECKED BY:SHEET OFTRUCK SHED AND LOADING DOCKS
SCHENCK FOODS COMPANY, INC.
TAX PARCEL 66 1 A
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATS1316.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSAS SHOWNJanuary 5, 2026PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe2/4/26EXISTING CONDITIONS
CONSOLIDATED LOTCONSOLIDATED AREA:11.6952 ACRESPIN 63-A-66ADB 550 PG 1974.9679 ACRES(VACATED)ZONED: M1USE: COMMERCIALU.S. ROUTE 11 - VALLEY PIKE(VARIABLE WIDTH R/W)WINCHESTER & STRASBURG RAILROAD (66' R/W)S 13°06'57" W200.00'S 07°55'34" W165.38'S 22°57'38" W 390.23'N 46°36'54" W 263.22'225.00'N 58°22'33" WN 50°11'00" W 235.01'PIN 63-A-69SCHENCK FOODSCOMPANY, INC.DB 943 PG 549ZONED: RP USE: RES.0.3679 AC. (VACATED)PIN 63-1-AORIGINAL AREA: 5.1316 ACRESDB 796 PG 57ZONED: M1 USE: COMMERCIALPIN 63-A-68SCHENCK FOODS COMPANY, INC.DB 831 PG 184ZONED: M1 USE: COMM.1.2278 AC. (VACATED)N 32°55'01" E 1153.90'S 13°06'57" W 645.69'S 76°47'24" E 311.51'DATE:SCALE:CHECKED BY:SHEET OFTRUCK SHED AND LOADING DOCKS
SCHENCK FOODS COMPANY, INC.
TAX PARCEL 66 1 A
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATS1316.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSAS SHOWNJanuary 5, 2026PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe2/4/26PROPERTY BOUNDARY, STREETS AND LAND USES
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EXISTING CONC.TO BE REMOVEDEXISTING TRUCKSHED TO BEREMOVEDEXISTING ASPHALTTO BE REMOVEDPIN 63-1-ASCHENCK FOODS COMPANY, INC.DB 789 PG 1602PIN 63-A-67SCHENCK FOODS COMPANY, INC.DB 509 PG 326FRAMEGARAGEFRAMEGARAGEEXISTINGDWELLINGEXISTINGDWELLINGN 32°55'01" E 1153.91'S 07°55'34" W 165.38'S 13°06'57" W200.00'EXISTINGBUILDINGVA. SEC. RTE. 814FAY STREET(50' R/W)N 50°11'00" W 235.01'N 46°36'54" W 263.22'S 22°57'38" W 390.23'U.S. ROUTE 11 - VALLEY PIKE(VARIABLE WIDTH R/W)BLOCK BLDG.DATE:SCALE:CHECKED BY:SHEET OFTRUCK SHED AND LOADING DOCKS
SCHENCK FOODS COMPANY, INC.
TAX PARCEL 66 1 A
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATS1316.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSAS SHOWNJanuary 5, 2026PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe2/4/26DEMOLITION PLAN
75' Inactive Zoning Buffer25' Active Zoning Buffer25' Inactive Zoning Buffer25' Active Zoning BufferPROPOSED THREE SIDED 200' X 60' TRUCK SHEDFFE = 749.8314256E1PIN 63-1-ASCHENCK FOODS COMPANY, INC.DB 789 PG 1602PIN 63-A-67SCHENCK FOODS COMPANY, INC.DB 509 PG 326N 32°55'01" E 1153.91'S 07°55'34" W 165.38'S 13°06'57" W200.00'N 50°11'00" W 235.01'N 46°36'54" W 263.22'S 22°57'38" W 390.23'DATE:SCALE:CHECKED BY:SHEET OFTRUCK SHED AND LOADING DOCKS
SCHENCK FOODS COMPANY, INC.
TAX PARCEL 66 1 A
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATS1316.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSAS SHOWNJanuary 5, 2026PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe2/4/26PHASE 1 SITE PLAN
75' Inactive Zoning Buffer25' Active Zoning Buffer25' Inactive Zoning Buffer25' Active Zoning BufferPROPOSED THREE SIDED 200' X 60' TRUCK SHEDFFE = 749.8314256E1PIN 63-1-ASCHENCK FOODS COMPANY, INC.DB 789 PG 1602PIN 63-A-67SCHENCK FOODS COMPANY, INC.DB 509 PG 326N 32°55'01" E 1153.91'S 07°55'34" W 165.38'S 13°06'57" W200.00'N 50°11'00" W 235.01'N 46°36'54" W 263.22'S 22°57'38" W 390.23'DATE:SCALE:CHECKED BY:SHEET OFTRUCK SHED AND LOADING DOCKS
SCHENCK FOODS COMPANY, INC.
TAX PARCEL 66 1 A
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATS1316.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSAS SHOWNJanuary 5, 2026PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe2/4/26PHASE 2 SITE PLAN
DATE:SCALE:CHECKED BY:SHEET OFTRUCK SHED AND LOADING DOCKS
SCHENCK FOODS COMPANY, INC.
TAX PARCEL 66 1 A
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATS1316.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSAS SHOWNJanuary 5, 2026PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe2/4/26SITE DETAILS
75' Inactive Zoning Buffer25' Active Zoning Buffer25' Inactive Zoning Buffer25' Active Zoning Buffer25' Inactive ZoningBufferPROPOSED THREE SIDED 200' X 60' TRUCK SHEDFFE = 749.8314256PIN 63-1-ASCHENCK FOODS COMPANY, INC.DB 789 PG 1602PIN 63-A-67SCHENCK FOODS COMPANY, INC.DB 509 PG 326N 32°55'01" E 1153.91'S 07°55'34" W 165.38'S 13°06'57" W200.00'N 50°11'00" W 235.01'N 46°36'54" W 263.22'S 22°57'38" W 390.23'U.S. ROUTE 11 - VALLEY PIKE(VARIABLE WIDTH R/W)DATE:SCALE:CHECKED BY:SHEET OFTRUCK SHED AND LOADING DOCKS
SCHENCK FOODS COMPANY, INC.
TAX PARCEL 66 1 A
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATS1316.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSAS SHOWNJanuary 5, 2026PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe2/4/26GRADING PLAN - PHASE 1
75' Inactive Zoning Buffer25' Active Zoning Buffer25' Inactive Zoning Buffer25' Active Zoning Buffer25' Inactive ZoningBufferPROPOSED THREE SIDED 200' X 60' TRUCK SHEDFFE = 749.8314256PIN 63-1-ASCHENCK FOODS COMPANY, INC.DB 789 PG 1602PIN 63-A-67SCHENCK FOODS COMPANY, INC.DB 509 PG 326N 32°55'01" E 1153.91'S 07°55'34" W 165.38'S 13°06'57" W200.00'N 50°11'00" W 235.01'N 46°36'54" W 263.22'S 22°57'38" W 390.23'DATE:SCALE:CHECKED BY:SHEET OFTRUCK SHED AND LOADING DOCKS
SCHENCK FOODS COMPANY, INC.
TAX PARCEL 66 1 A
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATS1316.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSAS SHOWNJanuary 5, 2026PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe2/4/26GRADING PLAN - PHASE 2
75' Inactive Zoning Buffer25' Active Zoning Buffer25' Inactive Zoning Buffer25' Active Zoning Buffer25' Active ZoningBuffer25' Inactive ZoningBufferPROPOSED THREE SIDED 200' X 60' TRUCK SHEDFFE = 749.8SEWER FORCE MAIN·DUAL 1-1/4" FORCE LATERAL (200 PSI) COPPER TUBE SIZEPOLYETHYLENE TUBING.·USE STAINLESS INSERTS WITH BRASS COMPRESSION FITTINGS.·PROVIDE REDUNDANT CHECK VALVE BETWEEN PUMP AND EXSEWER LATERAL.·PROVIDE 3' OF COVER AND MARKING TAPE OVER LINE..4" PVC SEWERLATERAL @ 2% SLOPE·TAP EXISTING 6" PVC SEWER LATERAL·INSTALL 5' OF 2" 200 PSI PE TUBING·INSTALL 2" BALL VALVE AND 2" STUB·CONNECT 1-1/4" POLYETHYLENE TUBINGe-One SEWER PUMP REQD. MODEL DH071-74 (PRIVATE)TOP =749.8INV. IN =746.2INV. OUT = 746.80BOTTOM = 743.31SEE DETAILS SHEET 9A.CONTRACTOR TO PROVIDE ELECTRIC SERVICE. MOUNTCONTROL PANEL TO BUILDING.1' WATER SERVICE, CLASS 200 COPPERTUBING SIZE POLYETHYLENE TUBINGWITH STAINLESS STEEL INSERTS AT ALLCONNECTIONS.PROVIDE 3' OF COVER AND MARKINGTAPE OVER LINE.1' BALL VALVEPIN 63-1-ASCHENCK FOODS COMPANY, INC.DB 789 PG 1602PIN 63-A-67SCHENCK FOODS COMPANY, INC.DB 509 PG 326N 32°55'01" E 1153.91'S 07°55'34" W 165.38'S 13°06'57" W200.00'N 50°11'00" W 235.01'N 46°36'54" W 263.22'S 22°57'38" W 390.23'·8" x
30"
TAPP
ING
SLEEVE
AND
VALVE·PROVIDE
3
'
OF
COVER
AND
MARK
INGTAPE OVER
L
INE
.22.5°
BEND45° BENDPROVIDE 10' OFCLEARANCE45° BEND8" D
I
WATERMAIN FIREHYDRANTASSEMBLY0+001+002+003+00
4+00
4+47.33
FIRE HYDRANT
ASSEMBLY
34" WATER METER SETTING45° BE
N
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AI
R
R
E
L
E
A
S
E
VA
L
V
E
20' ESMT FOR WINCHESTER WATER MAIN 20' ESMT FOR WINCHESTER WATER MAIN20' ESMT FOR WINCHESTER WATER MAINDATE:SCALE:CHECKED BY:SHEET OFTRUCK SHED AND LOADING DOCKS
SCHENCK FOODS COMPANY, INC.
TAX PARCEL 66 1 A
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATS1316.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSAS SHOWNJanuary 5, 2026PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe2/4/26UTILITY PLAN WATER MAIN NOTES:1.ALL WATER MAIN METHODS, MATERIALS, CONSTRUCTION, TESTING, ETC SHALLCOMPLY WITH THE REQUIREMENTS OF THE MOST RECENT REQUIREMENTS OF THEWINCHESTER. THE MOST RECENT VERSION IS HERE:https://www.winchesterva.gov/files/assets/public/v/7/public-services/engineering/2026-engineering-design-standards.pdf2.WORK IN THE SHOULDER OF VALLEY PIKE SHALL BE ACCOMPLISHED USING VDOTWORK AREA P[PROTECTIONS DESCR.IBED HEREIN. A VDOT LAND USE PERMIT MUSTBE OBTAINED BY THE CONTRACTOR
DATE:SCALE:CHECKED BY:SHEET OFTRUCK SHED AND LOADING DOCKS
SCHENCK FOODS COMPANY, INC.
TAX PARCEL 66 1 A
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATS1316.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSAS SHOWNJanuary 5, 2026PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe2/4/26UTILITY DETAILS
DATE:SCALE:CHECKED BY:SHEET OFTRUCK SHED AND LOADING DOCKS
SCHENCK FOODS COMPANY, INC.
TAX PARCEL 66 1 A
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATS1316.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSAS SHOWNJanuary 5, 2026PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe2/4/26WINCHESTER UTILITY DETAILSWATER MAIN PROFILESCALE:1" = 50' H1" = 5' V2
DATE:SCALE:CHECKED BY:SHEET OFTRUCK SHED AND LOADING DOCKS
SCHENCK FOODS COMPANY, INC.
TAX PARCEL 66 1 A
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATS1316.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSAS SHOWNJanuary 5, 2026PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe2/4/26EROSION & SEDIMENT CONTROL NARRATIVE Erosion and Sediment Control NarrativeProject DescriptionThis project consists of installing constructing a new truck shed and removing the existing truck shed (phase 1), and constructing a truck apron with five loading docks phase 2). Bothphases together will disturb a total of 2.46 acres of land.Date of ConstructionConstruction for Phase 1 is planned to begin the 1st quarter of 2026 and end in the 2nd quarter of 2026. The schedule for Phase 2 is 2028.Existing Site ConditionsThe site is currently undeveloped.Adjacent PropertyThe project is located in Frederick County south of the City of Winchester. CSX railroad is adjacent and to the west, single family residential is to the north and south, and Echo VillageBudget Motel and Bo's Express Market are to the east.Offsite AreasThere are no planned off-site borrow or disposal areas associated with this project.SoilsFor the project area, generalized soils data contained on the USDA Natural Resource Conservation Service's Web Soil Survey shows the project area with 100% Oaklet silt loam with2-7% slopes.GeologyNo rock outcrops or karst features were observed.Critical Erosion AreasAreas where concentrated stormwater is discharging will be critical.Erosion and Sediment Control MeasuresUnless otherwise indicated, all vegetative and structural erosion and sediment control practices shall be constructed and maintained according to minimum standards andspecifications of the Virginia Stormwater Management Handbook. The minimum standards of the handbook shall be adhered to unless otherwise waived or approved by a variance.CONSTRUCTION NARRATIVEThe Phase 1 work shall generally be carried out in the following sequence:E&S PHASE 1 - Phase 1 Construction1. Hold pre-construction meeting on-site with the inspector. The Frederick County inspector shall have 48 hours notice to schedule an on-site pre-construction inspectionfollowing the issuance of a land disturbance permit. The certified responsible land disturber must attend the pre-construction meeting2. Install the construction entrance. Temporary Construction Entrance (C-SCM03) installed at the entrance to the site to minimize mud carried onto the existing truck parkingarea.3. Clearing and grubbing for sediment control and sediment trapping devices only. Silt Fence Barrier (C-PCM-04) or temporary diversion dikes (C-ECM-04) are to be installeddown-slope of work areas and around the on-site stockpile area to filter sediment-laden runoff from sheet flow as indicated on the plans. The Temporary Sediment Trap(C-SCM-11) is to be installed to capture sediment laden runoff and allow the sediment to settle out.4. Construct and/or place additional sediment trapping and sediment control devices if needed.E&S PHASE 2 - Phase 1 Construction1. Clear and grub the remainder of the site. Topsoil that is to be used in the final grading of grassed areas shall be stripped and stockpiled on site for later use. The excesstopsoil shall be removed and disposed of by the contractor. All stockpiles shall be stabilized with seeding and surrounded with silt fence. Aggregate that is excavated shall bestockpiled for later use where needed.2. Rough grade the site.3. Storm drain structures and pipe shall be installed. Culvert Inlet Protection (C-SCM-05) and Outlet protection (C-ECM-15) shall be installed as shown on the plans aroundculvert entrances to filter sediment-laden runoff. The area shall be stabilized upon completion of grading.4. Final grading.5. Top Soiling (C-SSM-02) and Surface Roughening (C-SSM-03) shall be applied to all areas that will be seeded. Aggregate shall be applied for stabilization to areas between theconcrete pad storage areas.6. Permanent Seeding (C-SSM-10) shall be applied as soon as the grading operations are completed.7. Remove erosion and sediment control measures within 30 days from when they are no longer needed and with approval of the inspector.The Phase 2 work shall generally be carried out in the following sequence:E&S PHASE 1 - Phase 2 Construction1. Hold pre-construction meeting on-site with the inspector. The Frederick County inspector shall have 48 hours notice to schedule an on-site pre-construction inspectionfollowing the issuance of a land disturbance permit. The certified responsible land disturber must attend the pre-construction meeting2. Install the construction entrance. Temporary Construction Entrance (C-SCM03) installed at the entrance to the site to minimize mud carried onto the existing paved area.3. Clearing and grubbing for sediment control and sediment trapping devices only. Compost Filter Sock (C-PCM-05), Silt Fence Barrier (C-PCM-04), or temporary diversion dikes(C-ECM-04) are to be installed down-slope of work areas and around the on-site stockpile area to filter sediment-laden runoff from sheet flow as indicated on the plans. TheCompost Filter Sock (C-PCM-05) is to be installed to capture sediment laden runoff and allow the sediment to settle out.4. Construct and/or place additional sediment trapping and sediment control devices if needed.E&S PHASE 2 - Phase 2 Construction1. Clear and grub the remainder of the site. Topsoil that is to be used in the final grading of grassed areas shall be stripped and stockpiled on site for later use. The excesstopsoil shall be removed and disposed of by the contractor. All stockpiles shall be stabilized with seeding and surrounded with silt fence. Aggregate that is excavated shall bestockpiled for later use where needed.2. Rough grade the site.3. Culvert Inlet Protection (C-SCM-05) shall be installed as shown on the plans around culvert entrances to filter sediment-laden runoff. The area shall be stabilized uponcompletion of grading.4. Final grading.5. Top Soiling (C-SSM-02) and Surface Roughening (C-SSM-03) shall be applied to all areas that will be seeded. Aggregate shall be applied for stabilization to areas between theconcrete pad storage areas.6. Permanent Seeding (C-SSM-10) shall be applied as soon as the grading operations are completed.7. Remove erosion and sediment control measures within 30 days from when they are no longer needed and with approval of the inspector.Vegetative PracticesFor all phases temporary seeding (C-SSM-09) soil stabilization shall be applied to denuded areas within seven days after the final grading is complete 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 30 days, but less than one year.Permanent stabilization shall be applied to areas that are to be left dormant for more than one year.In all phases, stockpile areas shall be surrounded with silt fence and protected by mulch and/or temporary seeding immediately after grading.Diversion dike and temporary sediment trap embankments shall be compacted by machine, seeded and mulched (hay mulch or straw) for temporary and/or permanent vegetativecover immediately after construction.Vegetative stabilization shall be uniform, mature enough to survive, and adequate to inhibit erosion. Any areas not meeting these requirements shall be reseeded.Management PracticesConstruction will be carried out so that grading operations can begin and end as quickly as possible.Sediment trapping measures will be installed as the first step in grading. These measures will be seeded and mulched immediately following installation.Temporary seeding or other stabilization will follow immediately after grading. Areas which are not to be disturbed will be clearly marked by flags, signs, etc. The job superintendentshall be responsible for the installation and maintenance of all erosion and sediment control practices. Maintenance of these measures throughout the project is critical to theeffectiveness of the program. Devices listed herein are considered to be minimum erosion and sediment controls. Addition E&S measures may be necessary due to contractor phasingor other unforeseen conditions. It is the contractor's responsibility to provide measures in addition to those shown in order to control erosion and contain sediment on the site. Allmeasures shall be installed in accordance with the Virginia Erosion and Sediment Control Handbook. After achieving adequate stabilization, the temporary E&S controls will be cleanedup and removed.Permanent StabilizationAll areas disturbed by construction shall be stabilized with permanent seeding immediately following finish grading. Seeding shall be done with Kentucky 31 Tall Fescue according toStd. & Spec. C-SSM-10, PERMANENT SEEDING, of the handbook. Mulch (straw or fiber) will be installed over fill slopes which have been brought to final grade and have been seeded toprotect the slopes from hill and gully erosion and to allow the seed to germinate properly will be used on relatively flat areas. In all seeding operations, seed, fertilizer, and lime will beapplied before mulching.STORMWATER MANAGEMENTThis project constructs impervious areas that will generate an increase in stormwater runoff. This increase is being managed with a stormwater management facility.MAINTENANCEIn general, all erosion and sediment control measures will be checked daily and after each rainfall event. The following items are to be checked:1.The gravel construction entrance shall be checked regularly for sediment buildup which will prevent drainage. If the gravel is clogged by sediment, it shall be removed and cleaned orreplaced.2.The silt fence shall be checked after each storm event. Silt shall be cleaned out and repairs made when needed.3.The seeded areas will be checked regularly to ensure that a good stand is maintained. Areas should be fertilized and reseeded as needed.4.The contractor shall be responsible for keeping all roads and travel ways, both public and private, clean of all dust and mud at all times.5.All downstream properties and waterways shall be provided adequate protection from erosion and sediment deposition.SEEDING SCHEDULE1.All permanent seeding shall be in accordance with section C-SSM-10 of the VESCH.2.On non-rock surfaces, spread topsoil at a minimum depth of four inches.3.Incorporate pulverized agricultural lime into the soil at a rate of 92 lbs. per 1000 sq. ft. (2 tons per acre).4.Fertilize with 10-10-10 fertilizer at a rate of 23 lbs. per 1000 sq. ft. (1000 lbs. per acre).5.Seed all areas with a seed mix consisting of 67% Kentucky 31 Tall Fescue and 33% Red Top Clover.6.Mulch all seeded areas with straw mulch applied at a rate of 3,500 lbs. per acre anchored with cutback or emulsified asphalt applied at a rate of 200 gallons per acre.DUST CONTROL1.Temporary seeding shall be applied to all disturbed areas subject to little or no construction traffic.2.All haul roads and other heavy traffic routes shall be sprinkled with water until the surface is wet. This process shall be repeated as needed to control dust.MINIMUM CONSTRUCTION EROSION & SEDIMENT CONTROL STANDARDS9VAC25-840-40. 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 beapplied 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 leftdormant 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 temporaryprotection 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 isachieved 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 bemade 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 storagecapacity 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 of24-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 shallbe 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 orotherwise 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 beinstalled 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 extentpossible 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 nonerodiblecover 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 materialshall 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 affectflowing 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 byshoveling 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 toindividual 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, unlessotherwise authorized by the VESCP authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to preventfurther 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 flowrate 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 thatincorporate 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 thosesites 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 one hundred times greater than the contributing drainage area of the project inquestion; or(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.(a)All previously constructed man-made channels shall be analyzed by the use of a ten-year storm to verify that stormwater will not overtop its banks and by the use of a two-year storm todemonstrate that stormwater will not cause erosion of channel bed or banks; and(b)Pipes and storm sewer systems shall be analyzed by the use of a ten-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 ten-year storm will not overtop the banks and a two-year storm will not cause erosion to channel the bed or banks; or(2)Improve the pipe or pipe system to a condition where the ten-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 ten-year storm to increase when runoff outfalls into a man- made channel; or provide a combination of channel improvement, stormwater detentionor 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 setforth 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 dissipators shall be placed at the outfall of all detention facilities as necessary to provide astabilized 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 adetention 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 developmentprojects. 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 usedin 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 andother waters of the state.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 shallsatisfy 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, and10-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 forestedpeak 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 proposedcondition, 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.l.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 withwater 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 are inaccordance with 9VAC25-870-48 of the Virginia Stormwater Management Program (VSMP) Permit Regulations.m.Compliance with the water quantity minimum standards set out in 9VAC25-870-66 of the Virginia Stormwater Management Program (VSMP) Permit Regulations shall be deemed tosatisfy the requirements of Minimum Standard 19.
75' Inactive Zoning Buffer25' Active Zoning Buffer25' Inactive Zoning Buffer25' Active Zoning BufferBuffer12" COMPOSTFILTER SOCK>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>Sediment Trap #1See details sheet 13PIN 63-1-ASCHENCK FOODS COMPANY, INC.DB 789 PG 1602PIN 63-A-67SCHENCK FOODS COMPANY, INC.DB 509 PG 326N 32°55'01" E 1153.91'S 07°55'34" W 165.38'S 13°06'57" W200.00'N 50°11'00" W 235.01'N 46°36'54" W 263.22'S 22°57'38" W 390.23'DATE:SCALE:CHECKED BY:SHEET OFTRUCK SHED AND LOADING DOCKS
SCHENCK FOODS COMPANY, INC.
TAX PARCEL 66 1 A
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATS1316.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSAS SHOWNJanuary 5, 2026PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe2/4/26PHASE 1 EROSION & SEDIMENT CONTROL PLAN
CONSTRUCTION PHASE 1 E&S LEGEND
75' Inactive Zoning Buffer25' Active Zoning Buffer25' Inactive Zoning Buffer25' Active Zoning Buffer25' Active ZoningBuffer25' Inactive ZoningBufferPROPOSED THREE SIDED 200' X 60' TRUCK SHEDFFE = 749.831425612" COMPOSTFILTER SOCK>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>Sediment Trap #1See details sheet 13PIN 63-1-ASCHENCK FOODS COMPANY, INC.DB 789 PG 1602PIN 63-A-67SCHENCK FOODS COMPANY, INC.DB 509 PG 326N 32°55'01" E 1153.91'S 07°55'34" W 165.38'S 13°06'57" W200.00'N 50°11'00" W 235.01'N 46°36'54" W 263.22'S 22°57'38" W 390.23'DATE:SCALE:CHECKED BY:SHEET OFTRUCK SHED AND LOADING DOCKS
SCHENCK FOODS COMPANY, INC.
TAX PARCEL 66 1 A
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATS1316.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSAS SHOWNJanuary 5, 2026PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe2/4/26PHASE 2 EROSION & SEDIMENT CONTROL PLAN
CONSTRUCTION PHASE 1 E&S LEGEND
75' Inactive Zoning Buffer25' Active Zoning Buffer25' Inactive Zoning Buffer25' Active Zoning BufferBufferPROPOSED THREE SIDED 200' X 60' TRUCK SHEDFFE = 749.8314256>>>>>>>12"COMPOSTFILTERSOCKPIN 63-1-ASCHENCK FOODS COMPANY, INC.DB 789 PG 1602PIN 63-A-67SCHENCK FOODS COMPANY, INC.DB 509 PG 326FRAMEGARAGEFRAMEGARAGEEXISTINGDWELLINGEXISTINGDWELLINGN 32°55'01" E 1153.91'S 07°55'34" W 165.38'S 13°06'57" W200.00'EXISTINGBUILDINGN 50°11'00" W 235.01'N 46°36'54" W 263.22'S 22°57'38" W 390.23'BLOCK BLDG.DATE:SCALE:CHECKED BY:SHEET OFTRUCK SHED AND LOADING DOCKS
SCHENCK FOODS COMPANY, INC.
TAX PARCEL 66 1 A
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATS1316.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSAS SHOWNJanuary 5, 2026PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe2/4/26PHASE 1 EROSION & SEDIMENT CONTROL PLAN
CONSTRUCTION PHASE 2 E&S LEGEND
75' Inactive Zoning Buffer25' Active Zoning Buffer25' Inactive Zoning Buffer25' Active Zoning BufferPROPOSED THREE SIDED 200' X 60' TRUCK SHEDFFE = 749.8314256E1>>>>>>>12"COMPOSTFILTERSOCKPIN 63-1-ASCHENCK FOODS COMPANY, INC.DB 789 PG 1602PIN 63-A-67SCHENCK FOODS COMPANY, INC.DB 509 PG 326FRAMEGARAGEFRAMEGARAGEEXISTINGDWELLINGEXISTINGDWELLINGN 32°55'01" E 1153.91'S 07°55'34" W 165.38'S 13°06'57" W200.00'EXISTINGBUILDINGN 50°11'00" W 235.01'N 46°36'54" W 263.22'S 22°57'38" W 390.23'BLOCK BLDG.DATE:SCALE:CHECKED BY:SHEET OFTRUCK SHED AND LOADING DOCKS
SCHENCK FOODS COMPANY, INC.
TAX PARCEL 66 1 A
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATS1316.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSAS SHOWNJanuary 5, 2026PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe2/4/26PHASE 2 EROSION & SEDIMENT CONTROL PLAN
CONSTRUCTION PHASE 2 E&S LEGEND
PROPO
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FILTER SOCK PIN 63-1-ASCHENCK FOODS COMPANY, INC.DB 789 PG 1602N 50°11'00" W 235.01'N 46°36'54" W 263.22'DATE:SCALE:CHECKED BY:SHEET OFTRUCK SHED AND LOADING DOCKS
SCHENCK FOODS COMPANY, INC.
TAX PARCEL 66 1 A
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATS1316.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSAS SHOWNJanuary 5, 2026PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe2/4/26EROSION & SEDIMENT CONTROL DETAILSSEDIMENT TRAP#1 GRADING PLAN
DATE:SCALE:CHECKED BY:SHEET OFTRUCK SHED AND LOADING DOCKS
SCHENCK FOODS COMPANY, INC.
TAX PARCEL 66 1 A
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATS1316.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSAS SHOWNJanuary 5, 2026PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe2/4/26EROSION & SEDIMENT CONTROL DETAILS
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>PIN 63-1-ASCHENCK FOODS COMPANY, INC.DB 789 PG 1602PIN 63-A-67SCHENCK FOODS COMPANY, INC.DB 509 PG 326FRAMEGARAGEFRAMEGARAGEEXISTINGDWELLINGN 32°55'01" E 1153.91'S 07°55'34" W 165.38'S 13°06'57" W200.00'EXISTINGBUILDINGN 50°11'00" W 235.01'N 46°36'54" W 263.22'S 22°57'38" W 390.23'U.S. ROUTE 11 - VALLEY PIKE(VARIABLE WIDTH R/W)BLOCK BLDG.>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>PRO
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SCHENCK FOODS COMPANY, INC.
TAX PARCEL 66 1 A
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATS1316.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSAS SHOWNJanuary 5, 2026PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe2/4/26DRAINAGE AREA MAPS & CALCULATIONS
56DATE:SCALE:CHECKED BY:SHEET OFTRUCK SHED AND LOADING DOCKS
SCHENCK FOODS COMPANY, INC.
TAX PARCEL 66 1 A
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATS1316.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSAS SHOWNJanuary 5, 2026PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe2/4/26DRAINAGE CALCULATIONS
1234DATE:SCALE:CHECKED BY:SHEET OFTRUCK SHED AND LOADING DOCKS
SCHENCK FOODS COMPANY, INC.
TAX PARCEL 66 1 A
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATS1316.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSAS SHOWNJanuary 5, 2026PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe2/4/26DRAINAGE CALCULATIONS
75' Inactive Zoning Buffer25' Active Zoning Buffer25' Inactive Zoning Buffer25' Active Zoning BufferPROPOSED THREE SIDED 200' X 60' TRUCK SHEDFFE = 749.8EX. FIREHYDRANTON 30" CITYMAINPIN 63-1-ASCHENCK FOODS COMPANY, INC.DB 789 PG 1602PIN 63-A-67SCHENCK FOODS COMPANY, INC.DB 509 PG 326N 32°55'01" E 1153.91'S 07°55'34" W 165.38'S 13°06'57" W200.00'N 50°11'00" W 235.01'N 46°36'54" W 263.22'S 22°57'38" W 390.23'PROP FIREHYDRANT8" WATERMAINDATE:SCALE:CHECKED BY:SHEET OFTRUCK SHED AND LOADING DOCKS
SCHENCK FOODS COMPANY, INC.
TAX PARCEL 66 1 A
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATS1316.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSAS SHOWNJanuary 5, 2026PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe2/4/26LIFE SAFETY PLAN NOPARKINGFIRE LANENOPARKINGFIRE LANENOPARKINGFIRE LANENOPARKINGFIRE LANE
75' Inactive Zoning Buffer25' Active Zoning Buffer25' Inactive Zoning Buffer25' Active Zoning BufferPROPOSED THREE SIDED 200' X 60' TRUCK SHEDFFE = 749.8PIN 63-1-ASCHENCK FOODS COMPANY, INC.DB 789 PG 1602PIN 63-A-67SCHENCK FOODS COMPANY, INC.DB 509 PG 326N 32°55'01" E 1153.91'S 07°55'34" W 165.38'S 13°06'57" W200.00'N 50°11'00" W 235.01'N 46°36'54" W 263.22'S 22°57'38" W 390.23'DATE:SCALE:CHECKED BY:SHEET OFTRUCK SHED AND LOADING DOCKS
SCHENCK FOODS COMPANY, INC.
TAX PARCEL 66 1 A
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATS1316.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSAS SHOWNJanuary 5, 2026PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe2/4/26PLANTING PLAN GENERAL PLANTING NOTES1.THE LANDSCAPING WILL CONFORM TO SECTION 165-203.01 OF THE FREDERICK COUNTY ZONING ORDINANCE.2.SUBSTITUTION OF LANDSCAPE MATERIALS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTYPLANNING DEPARTMENT.3.THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL OTHER SITEIMPROVEMENTS PRIOR TO BEGINNING LANDSCAPE WORK.4.THE GENERAL CONTRACTOR IS TO PROVIDE SUBGRADES 4" BELOW HARD SURFACES PLUS/MINUS .1 FOOT.5.LANDSCAPE PLANTING AREAS SHALL BE FREE OF DEBRIS AND ROCKS LARGER THAN 3" IN ANY DIRECTION.6.TOPSOIL WITH A MINIMUM OF 30% ORGANIC CONTENT SHALL BE PLACED AT A MINIMUM DEPTH OF 4" INLANDSCAPE PLANTING AREAS.7.TOPSOIL SHALL BE TILLED INTO THE EXISTING SUBGRADE TO ELIMINATE SOIL INTERFACE PROBLEMS.8.ALL LANDSCAPE PLANTING AREAS RECEIVE A MINIMUM OF 2" MEDIUM-FINE BARK MULCH.9.ALL PLANT MATERIALS ARE TO CONFORM TO THE AMERICAN ASSOCIATION OF NURSERYMEN, STANDARDSFOR NURSERY STOCK, LATEST EDITION.10.PLANT SPECIES SUBSTITUTIONS ARE DISCOURAGED. IF PLANT AVAILABILITY IS A PROBLEM, CONTACT THELANDSCAPE DESIGNER FOR ACCEPTABLE ALTERNATIVES.11.IF THE SITE WORK IS DIFFERENT OR MODIFIED FROM WHAT IS DEPICTED ON THE LANDSCAPE PLAN, OR POORSOIL AND/OR DEBRIS ARE ENCOUNTERED, REQUIRING CHANGES TO THE LANDSCAPE PLAN, CONTACT THELANDSCAPE DESIGNER FOR INSTRUCTION.12.THE CONTRACTOR SHALL MAINTAIN AND WATER PLANT MATERIAL UNTIL OWNER'S FINAL ACCEPTANCE.13.FIELD ADJUST THE LOCATION OF TREES AND SHRUBS TO AVOID CONFLICT WITH LOCATION OF ANY UTILITIES.CONTACT LANDSCAPE DESIGNER IF PROBLEMS ARE ENCOUNTERED.14.NEW LANDSCAPE AREAS WILL NEED TO BE WATERED FOR THE FIRST ONE TO TWO GROWING SEASONS TOESTABLISH PLANTINGS.15.LANDSCAPIG SHALL NOT BE PLANTED WITHIN FREDERICK WATER EASEMENTS.2"x2" WOOD STAKE ATOR BELOW GRADEFINISH GRADEWIDE NYLON WEBBINGROOT CROWN TO BE AT FINISHGRADE OR 1-2" ABOVE GRADETILLED OR BROKEN UP SOILMIN 12" DEEP2" SETTLED LAYER OF MULCH1/3 TREE
HEIGHT2X WIDTH OFROOTBALLPLAN VIEWSTAKE120°GUY WIRETREE TRUNKPLANTING DETAILS
75' Inactive Zoning Buffer25' Active Zoning Buffer25' Inactive Zoning Buffer25' Active Zoning BufferPROPOSED THREE SIDED 200' X 60' TRUCK SHEDFFE = 749.8Luminaire ScheduleSymbolQtyLuminaireWattsTotalWattsMountingHeightDescription3149.1447.322.5ALEDM3TN8155.931247.4420SLIM17FAFC150Calculation SummaryUnitsAvgMaxMinLabelFc4.3333.30.4DOCK AREAFc3.7022.30.1ROADWAY AREA0.01.33.010.623.216.45.01.30.60.60.91.11.51.71.82.11.81.41.00.60.50.50.50.60.60.60.40.00.10.73.512.623.114.55.34.511.421.015.06.55.912.418.011.14.42.33.58.214.111.14.92.01.21.52.64.87.88.18.08.05.53.01.81.21.21.41.71.81.41.00.50.10.31.13.48.212.49.45.04.47.010.38.65.24.87.08.76.43.42.32.94.86.55.83.41.91.51.72.64.46.77.57.37.04.93.02.01.72.13.13.83.72.51.30.20.41.12.44.45.95.23.73.44.35.24.83.83.54.14.33.72.62.12.22.83.23.02.31.71.72.12.93.94.95.25.14.83.92.72.12.02.85.18.07.64.21.70.20.50.91.52.42.82.82.62.32.62.72.72.42.12.32.12.01.71.51.41.51.41.41.41.51.92.32.83.13.23.12.92.72.31.81.51.73.17.515.716.27.01.80.20.40.70.81.11.21.31.31.21.31.31.21.21.01.00.90.90.80.80.70.70.60.60.81.52.12.52.72.31.71.41.21.11.00.80.81.02.37.318.50.30.30.40.40.50.50.51.62.93.23.22.31.21.35.45.34.52.91.41.18.07.45.73.71.70.96.67.36.34.22.12.02.63.04.07.36.94.52.41.00.50.51.12.23.76.110.52.47.66.04.32.51.20.50.51.02.65.510.721.81.24.63.93.22.41.30.60.50.92.66.012.224.435.10.72.52.42.52.21.40.70.50.82.35.210.018.126.71.62.02.22.31.60.90.50.71.63.86.710.010.71.52.32.62.72.01.00.50.61.22.43.75.06.36.914.019.71.43.84.13.82.71.30.50.50.91.52.02.74.27.214.321.61.16.96.55.33.41.60.60.50.71.01.21.62.94.97.59.01.07.37.46.24.01.90.70.40.50.60.71.01.82.53.02.75.17.16.74.42.30.90.40.40.40.40.61.01.32.67.96.84.52.41.00.40.31.56.34.93.62.21.00.40.73.22.72.31.70.90.41.51.41.41.20.80.660ftPIN 63-1-ASCHENCK FOODS COMPANY, INC.DB 789 PG 1602PIN 63-A-67SCHENCK FOODS COMPANY, INC.DB 509 PG 326N 32°55'01" E 1153.91'S 07°55'34" W 165.38'S 13°06'57" W200.00'N 50°11'00" W 235.01'N 46°36'54" W 263.22'S 22°57'38" W 390.23'DATE:SCALE:CHECKED BY:SHEET OFTRUCK SHED AND LOADING DOCKS
SCHENCK FOODS COMPANY, INC.
TAX PARCEL 66 1 A
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATS1316.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSAS SHOWNJanuary 5, 2026PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe2/4/26OUTDOOR LIGHTING PLAN
DATE:SCALE:CHECKED BY:SHEET OFTRUCK SHED AND LOADING DOCKS
SCHENCK FOODS COMPANY, INC.
TAX PARCEL 66 1 A
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATS1316.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSAS SHOWNJanuary 5, 2026PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe2/4/26OUTDOOR LIGHTING DETAILS