HomeMy WebLinkAbout09-23 Site PlanI-
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1 TREX COMPANY INC. SITE PLANBUILDING 3 ELECTRIC ROOM AND TSC SILOS - WINCHESTER PLANTLOT 63 A 110FREDERICK COUNTY, VA - BACK CREEK MAGISTERIAL DISTRICTOWNER & DEVELOPERTREX COMPANY, INC.3229 Shawnee DriveWinchester, VA 22602(540) 542-6333APPROVED BY FREDERICK COUNTY ZONING ADMINISTRATORTITLE SHEET
1LOCAL UTILITY SERVICE PROVIDERSWATER AND SEWERWINCHESTER PUBLIC UTILITIES15 NORTH CAMERON STREETWINCHESTER, VA 22601540.667.1815ELECTRIC SERVICESHENANDOAH VALLEY ELECTRIC COOP3463 VALLEY PIKEWINCHESTER, VA 22602540-450-0111TELEPHONE SERVICEVERIZON404 HILLANDALE LANEWINCHESTER, VA 22602540.665.3153CABLE SERVICECOMCAST COMMUNICATIONS195 RAINVILLE ROADWINCHESTER, VA 22602NATURAL GAS SERVICEWASHINGTON GASP. O. BOX 2400WINCHESTER, VA 22604540.869.1111PLAN VALID FOR FIVE YEARS FROM APPROVAL DATEPROJECTLOCATIONSCALE 1" = 2000'DATECALL BEFORE YOU DIGCALL 811 FROM YOU CELL PHONE OR1-800-552-7001 FROM A LAND LINE.SECTION 56-265.17 OF THE CODE OF VA REQUIRES THATYOU PROVIDE THREE WORKING DAYS NOTICE TO UTILITYOWNERS BEFORE YOU EXCAVATE, DRILL OR BAST.103 HEATH COURTWINCHESTER, VA 22602V 540.686.7373 F 540.301.1100STOWE ENGINEERING, PLCPREPARED BYSITE PLAN #09-23DATE:SCALE:CHECKED BY:SHEET OFTREX COMPANY, INC.
BUILDING 3 ELECTRIC ROOM AND TSC SILOS
TAX MAP #63 A 110
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1285.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNMarch 15, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe3/15/231
GENERAL NOTES1.THE CONTRACTOR SHALL FURNISH ALL MATERIAL, LABOR AND EQUIPMENT AND PERFORM ALL WORK, INCLUDING RESTORATION, OF ALL IMPROVEMENTS SHOWN OR IMPLIED ASNECESSARY FOR THE COMPLETED PROJECT READY FOR USE. UNLESS OTHERWISE NOTED, SPECIFICATIONS FOR ALL WORK TO BE IN ACCORDANCE WITH APPLICABLESTANDARDS AND CONSTRUCTION SPECIFICATIONS INCLUDING BUT NOT LIMITED TO VDOT ROAD AND BRIDGE STANDARDS, VDOT ROAD AND BRIDGE SPECIFICATIONS, AMERICANWATER WORKS ASSOCIATION STANDARDS, AND FREDERICK WATER 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 406, 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.ACCESS FOR EMERGENCY, SERVICE, AND UTILITY MAINTENANCE VEHICLES SHALL BE MAINTAINED.6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION SURVEYING STAKE OUT.7.THE OWNER WILL PROVIDE THE MATERIALS TESTING FOR THE PROJECT.8.THE ENGINEER HAS ATTEMPTED TO SHOW ALL SUBSURFACE UTILITIES. HOWEVER, SUCH MAY EXIST THAT ARE NOT SHOWN. THE CONTRACTOR SHALL EXERCISE CARE IN THISWORK SO AS TO AVOID DAMAGE TO ANY UTILITIES. ANY DAMAGE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY MISS UTILITY OFVIRGINIA AT LEAST 72 HOURS PRIOR TO EXCAVATING.9.IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS THAT MAY BE IN CONFLICT WITH THE PROPOSED CONSTRUCTIONACTIVITY. APPROVAL OF THESE PLANS DOES NOT INDEMNIFY THE CONTRACTOR FROM THIS RESPONSIBILITY.10.ACCESS AND UTILITY SERVICES FOR NEIGHBORING PROPERTIES IS TO BE MAINTAINED.11.THE EXISTING PAVEMENT AT ALL PAVEMENT TIE INS SHALL BE SAW CUT TO PROVIDE SMOOTH AND STRAIGHT PAVEMENT EDGES.12.ALL ROADWAY SURFACES OUTSIDE OF THE CONSTRUCTION LIMITS THAT ARE DAMAGED OR DISTURBED BY THE CONTRACTOR SHALL BE RESTORED BY THE CONTRACTOR TOTHEIR PRE-CONSTRUCTION CONDITION.13.CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION.14.ANY UNUSUAL SUBSURFACE CONDITIONS (E.G., UNSUITABLE SOILS, SPRINGS, SINKHOLES, VOIDS, CAVES, ETC.) ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALLBE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER.15.ALL FILL AREAS, BORROW MATERIAL, FOOTERS, AND UNDERCUT AREAS SHALL BE INSPECTED AND APPROVED BY A THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OFFILL, AGGREGATE, OR CONCRETE.16.ALL SUBGRADE MATERIAL AND BACKFILL IN THE UTILITY/STORM SEWER TRENCHES, SHALL BE PLACED IN TEN (10) INCH LIFTS TO 95% OF THEORETICAL MAXIMUM DENSITY ASDETERMINED BY ASTM D-698 STANDARD PROCTOR WITHIN PLUS OR MINUS 23 OF OPTIMUM MOISTURE OVER THE COMPLETE AREA/LENGTH. DENSITY TESTS SHALL BEPERFORMED BY THE SOILS TESTING FIRM.17.EXISTING STRUCTURES, TANKS, AND OTHER EXISTING FEATURES DESIGNATED TO BE REMOVED OR DEMOLISHED SHALL BE CAREFULLY REMOVED AND DISPOSED OF AT ANAPPROVED WASTE DISPOSAL SITE.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 TOP ELEVATIONSARE APPROXIMATE AND ARE PROVIDED FOR ESTIMATING PURPOSES. ACTUAL DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS.2.ALL DRAINAGE STRUCTURES SHALL MEET THE REQUIREMENTS OF VDOT ROAD AND BRIDGE STANDARDS AND VDOT SPECIFICATIONS. SEE DETAILS IN THIS PLAN SET.3.ALL STRUCTURES SHALL HAVE VDOT STANDARD INVERT SHAPING IS-1. SEE DETAIL IN THIS PLAN SET.4.ALL STORM DRAINAGE PIPE SHALL BE REINFORCED CONCRETE PIPE CLASS III UNLESS OTHERWISE NOTED.GRADING NOTES1.ALL EARTHWORK ON THIS PROJECT IS TO BE COMPLETED IN ACCORDANCE WITH - REPORT OF GEOTECHNICAL INVESTIGATION, TREX BUILDING 3 DOCK ADDITION - PREPARED BYVIOLA ENGINEERING AND DATED OCTOBER 11, 2021. EARTHWORK IS TO BE OBSERVED AND TESTED BY THE GEOTECHNICAL ENGINEER.2.ALL EXCAVATION IS UNCLASSIFIED. MATERIALS NOT USED IN THE FINAL GRADING SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR AT AN APPROVEDLOCATION.3.MATERIALS - THE MATERIAL TO BE USED IN EMBANKMENTS SHALL BE FREE OF FROZEN OR ORGANIC MATERIALS SUCH AS LEAVES, ROOTS, GRASS, WEEDS, AND ALL OTHERMATERIAL NOT CONSISTENT WITH CONSTRUCTION OF A STABLE, HOMOGENEOUS FILL. EMBANKMENTS SHALL NOT BE CONSTRUCTED ON FROZEN GROUND. ALL PROPOSED FILLMATERIALS SHOULD BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT, AND REPRESENTATIVE SAMPLES SHOULD BE OBTAINED ONE WEEK PRIOR TOPLACEMENT OF THAT MATERIAL TO ALLOW TIME FOR COMPLETION OF THE NECESSARY LABORATORY TESTS.4.SITE PREPARATION - ALL VEGETATION, ROOTMAT, TOPSOIL, ASPHALT AND CONCRETE SHALL BE REMOVED FROM AREAS UPON WHICH EMBANKMENT WILL BE CONSTRUCTED.CLEARING SHALL EXTEND TEN (10) FEET BEYOND THE BUILDING AND PAVEMENT LIMITS, AND ONE ADDITIONAL FOOT FOR EACH FOOT OF PROPOSED FILL. TOPSOIL SHALL BESTOCKPILED AS REQUIRED BY THE E&S PLAN. ALL SLOPING AREAS UPON WHICH FILL IS TO BE PLACED SHOULD BE BENCHED OR “NOTCHED” SO THAT A SMOOTH INTERFACEBETWEEN EXISTING GROUND AND NEW FILL WILL NOT BE PRESENT. EACH LAYER OF FILL SHOULD BE BENCHED INTO THE EXISTING GROUND A MINIMUM OF 3 FEETHORIZONTALLY AND THE DEPTH OF ONE FILL LAYER. FLAT AREAS UPON WHICH FILL IS TO BE PLACED SHALL BE DEEPLY PLOWED TO ALLOW FOR BONDING WITH THE EXISTINGMATERIAL. THE CONTROLLED FILL SLOPES AND EMBANKMENTS SHOULD BE CONSTRUCTED AT THE DESIGNED 2H:1V SLOPES OR FLATTER.5.FORMATION IN LAYERS - ALL FILL LAYERS SHALL BE CONSTRUCTED WITH MATERIALS AND METHODS PRESCRIBED IN THE GEOTECHNICAL REPORT. ANY SOIL PLACED ASENGINEERED FILL SHOULD BE AN APPROVED MATERIAL, FREE OF ORGANIC MATTER OR DEBRIS WITH A MAXIMUM LIMITING LIQUID LIMIT OF 65 AND A MAXIMUM NOMINAL PARTICLESIZE OF 5 INCHES. SHOT ROCK SHALL BE PROCESSED TO MAXIMUM NOMINAL PARTICLE SIZE OF FIVE (5) INCHES AND PLACED IN MAXIMUM NOMINAL LOOSE LIFTS OF 12 INCHES.PROCESSED ROCK FILL SHALL HAVE SUFFICIENT FINES TO FILL VOID SPACES BETWEEN LARGER PARTICLES. EXTENSIVE MOISTURE CONDITIONING OF ROCK FILL MAY BEREQUIRED. THIS RECOMMENDATION MAY BE WAIVED BY THE GEOTECHNICAL ENGINEER DEPENDING ON LOCATION OF ENGINEERED FILL WITHIN THE DEVELOPMENT.UNACCEPTABLE ENGINEERED FILL MATERIALS INCLUDE TOPSOIL, ORGANIC MATERIALS (OH, OL), CONSTRUCTION DEBRIS AND LARGE ROCK. ALL SUCH MATERIALS REMOVEDDURING GRADING OPERATIONS SHOULD BE EITHER STOCKPILED FOR LATER USE IN LANDSCAPED AREAS OR PLACED IN APPROVED DISPOSAL AREAS EITHER ON OR OFF SITE.ONSITE MATERIALS ARE SUITABLE FOR FILL MATERIAL EXCLUDING TOPSOIL. ALL FROZEN SOIL SHOULD BE REMOVED PRIOR TO CONTINUATION OF FILL OPERATIONS. BORROWFILL SHALL NOT CONTAIN FROZEN MATERIALS AT THE TIME OF PLACEMENT. ALL FROST-HEAVED SOIL SHOULD BE REMOVED PRIOR TO PLACEMENT OF FILL, STONE, CONCRETEOR ASPHALT. IT IS RECOMMENDED THAT PROCESSED SHOT ROCK BE UTILIZED AS FILL WITHIN THE UPPER FIVE (5) FEET OF FINISH SUBGRADE TO PROVIDE A WEATHER RESILIENTCONSTRUCTION AREA WHICH CAN BE UTILIZED TO REDUCE CONCRETE SLAB, PAVEMENT SECTION THICKNESS, OR FOUNDATION SIZE. THE SITE CONTRACTOR SHALL HAVEMEANS OF PROVIDING WATER AT ALL TIMES DURING STRUCTURAL FILL PLACEMENT.NORMAL FILL SHOULD BE PLACED IN LIFTS NOT EXCEEDING 10 INCHES IN LOOSE THICKNESS (UNLESS NOTED OTHERWISE) AND MOISTURE CONDITIONED TO WITHIN ±3% OF THEOPTIMUM MOISTURE CONTENT. WE RECOMMEND THAT EACH LIFT BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY OBTAINED IN ACCORDANCE WITH ASTMD-698 (OR VTM-1), STANDARD PROCTOR METHOD. NUCLEAR DENSITY TESTING OF COARSE FILL MATERIALS WITH EXCESS PLUS ¾- INCH PARTICLES MAY BE WAIVED BY THEGEOTECHNICAL ENGINEER IF ADEQUATE VISUAL INSPECTION IS PROVIDED. RECOMMENDED TEST RESULTS SHOULD BE CONSIDERED A GENERAL GUIDELINE; ADDITIONALTESTING OF MATERIAL SHORTLY BEFORE FILL OPERATIONS COMMENCE SHOULD BE PERFORMED TO VERIFY MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTENT OFACTUAL FILL MATERIAL. ALL AREAS RECEIVING FILL SHOULD BE GRADED TO FACILITATE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. THE UPPER SIX INCHES OFPAVEMENT SUBGRADE SHALL BE COMPACTED TO 100% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH LATEST VIRGINIA DOT SPECIFICATIONS.AS THE EMBANKMENT IS CONSOLIDATED, THE SLOPES SHALL BE CAREFULLY DRESSED TO THE DESIRED SECTION AND MAINTAINED TO THEIR PROPER HEIGHT, DIMENSIONS, ANDSHAPE UNTIL 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 FALL DURINGTHE NIGHT.6.BLASTING IS NOT PERMITTED WITHOUT THE OWNERS APPROVAL. WHEN BLASTING IS PERMITED IT SHALL BE PWERFORMED IN ACCORDANCE WITH THE FIRE MARSHALL'SREQUIREMENTS AND PERMITTING.7.IF KARST FEATURES SUCH AS CAVES, DISAPPEARING STREAMS, OR LARGE SPRINGS ARE ENCOUNTERED DURING THE PROJECT, CONTACT WIL ONDORFF OF VA DCR(540-394-2552) TO DOCUMENT AND MINIMIZE ADVERSE IMPACTS.WATER & SEWER NOTES1.THERE ARE NO PLANNED NEW CONNECTIONS TO THE PUBLIC WATER OR SEWER SYSTEMS WITH THIS PROJECT.SURVEY NOTES1.THIS DESIGN IS BASED ON TOPOGRAPHIC AND PROPERTY SURVEY DATA PROVIDED BY MARSH & LEGGE LAND SURVEYORS, 560 NORTH LOUDOUN STREET, WINCHESTER, VA22601.2.TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED ON AN ACTUAL FIELD SURVEY COMPLETED SEPTEMBER 20, 2021. ANY UNDERGROUND UTILITIES SHOWN HAVE BEENLOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALLSUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THEEXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE.3.HORIZONTAL ORIENTATION IS BASED ON VA. NAD 83 NORTH ZONE STATE GRID; VERTICAL DATUM IS BASED ON NAVD 88 ELEVATIONS ESTABLISHED USING GPS METHODS.SIGN NOTES1.NO SIGNS ARE PROPOSED WITH THIS PROJECT.GENERAL NOTES
2LEGENDEXISTING FEATURESPROPOSED FEATURESINDEX COUNTOURCOUNTOURWATER METERWATER LINESANITAERY MANHOLESANITAR PIPEFENCEGAS LINEOVERHEAD UTILITIESPOLETREETREE LINEGRAVELPAVEMENTEPROPOSED INDEX CONTOURPROPOSED CONTOURWATER LINEWATER METERSANITARY MANHOLESANITARY PIPESANITARY LATERALPAVEMENTLIMITS OF CONSTRUCTIONSX8700860DATE:SCALE:CHECKED BY:SHEET OFTREX COMPANY, INC.
BUILDING 3 ELECTRIC ROOM AND TSC SILOS
TAX MAP #63 A 110
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1285.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNMarch 15, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe3/15/23PARKINGTHIS PROJECT CONSTRUCTS MATERIAL STOARAGE SILOS ANDSPACE FOR ELECTRICAL GEAR. IT DOES NOT CHANGE THEEMPLOYMENT LEVEL AT TREX AND THEREFORE NO ADDITIONALPARKING IS NEEDED.1
SURROUNDING PROPERTIES, ROADS, AND LAND USESSURROUNDING PROPERTIES
ROADS & LAND USES
3TREX COMPANY, INC.INDUSTRIAL USEZONING - M2GRAFTON SCHOOL, INC..INDUSTRIAL USEZONING - M1 (Winchester)HARRY HAMILTONRESIDENTIAL USEZONING - RPDODSON BORS.EXTERMINATING COBUSINESS USEZONING - B2THE YOUTHDEVELOPMENT CENTERBUSINESS USEZONING - M1TREX COMPANY, INC.VACANTZONING - M2ANNA LEE FRYEBUSINESS USEZONING - B3GEORGE LENGYELBUSINESS USEZONING - B3SHREEJI GAS MART, LLCBUSINESS USEZONING - B3JALALI MOSHEN,MARIOSTRAINS, LLC, T&T-III,LLC, NAVAEI KEAVAN, JAYNEPETTLER, JOEL MILLER,JAHALI MAMOOD, SYLVIAJOHNSON, DENA, LLC, SANDYNGUYENSOUTH GATE CONDOSBUSINESS USEZONING - B2JENKINS-COOPER, LLCBUSINESS USEZONING - B2 VIRGINIA EAGLE PROPERTIES, LLCMANUFACTURING USEZONING - M2H.P. HOOD, INC.INDUSTRIAL USEZONING - M2VALLEY AVENUE
SHAWNEE DRIVEC
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N HOGE RUNCITY OF WINCHESTERFREDERICK COUNTYTREX COMPANY, INC.VACANTZONING - M2PROJECTLOCATIONTREX COMPANY, INC.VACANTZONING - M2TREX COMPANY, INC.INDUSTRIAL USEZONING - M2HOG
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DATE:SCALE:CHECKED BY:SHEET OFTREX COMPANY, INC.
BUILDING 3 ELECTRIC ROOM AND TSC SILOS
TAX MAP #63 A 110
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1285.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNMarch 15, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe3/15/23
L1L2 225.00'S 56°47'04" EL3L4L5L6L7L8L9L10L11L12C1
132.43'S 47°09'00" EL13N 32°53'40" E 1480.70'N 51°26'25" W1483.25'N 40°57'30" W432.63'S 6
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C4 221.28'S47°22'19" EC2C3210.24'S 19°08'12" WS 02°13'50"E 252.12'121.25'S 09°16'39" E710.56'S 54°36'24" EL15L14N 32°52'20" E 573.09'S 51°26'25" E 731.65'L16L17 N 32°53'40" E 1027.15'S 39°14'33" W
589.15'TREX COMPANY, INC.PIN 63 A 11062.32 ACTREX COMPANY, INC.PIN 63 A 8711.83 ACMINIMUM FRONT SETBACK - 75'MINIMUM SIDE SETBACK - 25'MINIMUM SIDE SETBACK - 25'MINIMUM REAR SETBACK - 25'1286'515'1544'145'PROPERTY BOUNDARY
4DATE:SCALE:CHECKED BY:SHEET OFTREX COMPANY, INC.
BUILDING 3 ELECTRIC ROOM AND TSC SILOS
TAX MAP #63 A 110
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1285.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNMarch 15, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe3/15/23
F F F F F F F F FFFFFFFFFFFFFFFFFFFFFFFFF746FFFFFFFFFBUILDING 3BRICK AND METALFFE = 750.20DATE:SCALE:CHECKED BY:SHEET OFTREX COMPANY, INC.
BUILDING 3 ELECTRIC ROOM AND TSC SILOS
TAX MAP #63 A 110
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1285.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNMarch 15, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe3/15/23EXISTING CONDITIONS
501020
F FFFFFFFFFFFFFFFFFFF746EX CLEANWAYUNIT TO BERELOCATEDEX METALSTAIRS TBREX ASPHALT TBREX FIRE SUPPRESSIONLINE AND PIV TO BEREPLACED IN NEWLOCATIONEX STORM PIPEAND INLET TBR.PLUG REMAININGPIPE ENDSEX CONC CURB TBRBUILDING 3BRICK AND METALFFE = 750.20DATE:SCALE:CHECKED BY:SHEET OFTREX COMPANY, INC.
BUILDING 3 ELECTRIC ROOM AND TSC SILOS
TAX MAP #63 A 110
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1285.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNMarch 15, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe3/15/23DEMOLITION PLAN
601020
EXISTING TRUCK TIPPER AREAEXISTINGCONCRETEAPRONCONSTRUCT ELEVATEDEGRESS WALKWAY BYREPLACING SHED ROOFWITH WALKWAY ANDRAILINGS. DESIGN BYOTHERS.CONTINUE ELEVATEDEGRESS WALKWAYAND RAILING. DESIGNBY OTHERS.42" WIDE STAIRS ANDRAILING. DESIGN BYOTHERS.F FFFFFFFFFFFFFFFFFFFFBUILDING 3BRICK AND METALFFE = 750.20UGEUGEUGEUGEUGEUGEUGEFFFF1872 SF BUILDING 3 ADDITIONHEIGHT = 22'FFE = 750.20FOUR PROP SILOS - 14'ØHEIGHT = 50'TOP OF FOUNDATION = 746.0PROPOSED ELECTRICDIP POLERELOCATED FIREMAINPROP FIREHYDRANTASSEMBLYPROP BOLLARD(TYP) SEEDETAIL SHEET 7PROP CONCTRANSFORMER PADAND NODIC BASE BYCONTRACTOR (TYP)SEE DETAIL SHEET 7HATCH PATTERN DENOTESNEW PAVEMENT AREA. SEETYP SECTION SHEET 8PROP PIVASSEMBLYFFFFFFFFFF
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ALL NEW VALVES TO BEMONITORED BY THE FIREALARM SYSTEM (TYP)PROPOSED BLOWERS FOR SILOMATERIAL TRANSPORT (TYP)DATE:SCALE:CHECKED BY:SHEET OFTREX COMPANY, INC.
BUILDING 3 ELECTRIC ROOM AND TSC SILOS
TAX MAP #63 A 110
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1285.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNMarch 15, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe3/15/23SITE PLAN
701020UNDERGROUND PRIMARY ELECTRIC SERVICE NOTES1.THE ELECTRIC SERVICE CONDUITS BETWEEN THE DIP POLE, THE NORDIC, AND THE TRANSFORMER SHALL CONSIST OFTHREE 4" SCHD 80 PVC CONDUITS WITH 3 FT MIN COVER AND SWEEPING BENDS. THE CONTRACTOR SHALL INSTALL ALLUNDERGROUND CONDUITS FOR THE PRIMARY SYSTEMS AND SVEC WILL INSTALL THE CONDUCTORS.2.ALL CONDUITS SHALL HAVE MULE TAPE INSTALLED BY THE CONTRACTOR.3.THE 9' x 9' TRANSFORMER PAD SHALL BE PROVIDED BY THE CONTRACTOR AND CAN BE PRECAST OR POURED IN PLACE.4.THE CONTRACTOR SHALL INSTALL THE BASE FOR THE NORDIC.5.SEE THE CONDUIT TRENCH DETAIL FOR REQUIRED ROAD REPAIRS.6.THE TIMING OF ALL WORK SHALL BE COORDINATED WITH THE TREX PROJECT MANAGER.7.THE CONTRACTOR SHALL OBTAIN ANY PERMITS REQUIRED FOR THIS WORK.1
DATE:SCALE:CHECKED BY:SHEET OFTREX COMPANY, INC.
BUILDING 3 ELECTRIC ROOM AND TSC SILOS
TAX MAP #63 A 110
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1285.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNMarch 15, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe3/15/23SITE DETAILS
8
DATE:SCALE:CHECKED BY:SHEET OFTREX COMPANY, INC.
BUILDING 3 ELECTRIC ROOM AND TSC SILOS
TAX MAP #63 A 110
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1285.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNMarch 15, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe3/15/23SITE DETAILS
9PAVEMENT SECTIONn.t.s.2" SM-12.5D ASPHALT6" - 21B AGGREGATECOMPACTED SUBGRADE4" BM-25 ASPHALTNOTES1.AREAS OF EXITING PAVEMENT SHALL BE REMOVED FROM THE AREA OFTHE NEW PAVEMENT SECTION. ANY VOIDS RESULTING FROM THISREMOVAL SHALL BE BACKFILLED WITH VDOT AGGREGATE NO 21-B.2.JOINTS WHERE NEW PAVEMENT ABUTS EXISTING PAVEMENT SHALL BESAW CUT TO PROVIDE A SMOOTH STRAIGHT EDGE. A 10' WIDE STRIP OFTHE EXISTING PAVEMENT ADJACENT TO THE JOINT SHALL BE MILLED TOA DEPTH EQUAL TO THE THICKNESS OF THE SURFACE COURSE, AND THENEW SURFACE COURSE SHALL EXTEND THROUGH THIS MILLED AREA.BASELOK GEOGRID BL4
F FFFFFFFFFFFFFFFFFFFF
745 BUILDING 3BRICK AND METALFFE = 750.20UGEUGEUGEUGEUGEUGEUGE+7.9+8.2+6.9+6.4FFFF748747
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DATE:SCALE:CHECKED BY:SHEET OFTREX COMPANY, INC.
BUILDING 3 ELECTRIC ROOM AND TSC SILOS
TAX MAP #63 A 110
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1285.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNMarch 15, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe3/15/23GRADING PLAN
1001020
DATE:SCALE:CHECKED BY:SHEET OFTREX COMPANY, INC.
BUILDING 3 ELECTRIC ROOM AND TSC SILOS
TAX MAP #63 A 110
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1285.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNMarch 15, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe3/15/23EROSION & SEDIMENT CONTROL NARRATIVE
11Erosion and Sediment Control NarrativeProject DescriptionThis project consists constructing a 1,872 SF addition on Building3 and four silos, The project will disturb 0.19 acres of land.Date of ConstructionConstruction is planned to begin the 2nd quarter of 2023 and end in the 4th quarter of 2023.Existing Site ConditionsThe site is on property owned by Trex and connects with Building 3, an existing industrial building. The project site has a small area of grass, andconcrete & asphalt pavement.Adjacent PropertyThe project is located in an industrial area where the Trex campus bounds the site on all sides. To the south is the Trex rail yard, and to the east isthe Trex finished goods yard. Building 3 is on the norrth and west sides of the project.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 projectarea 49% Carbo silt loam with 2 to 7 percent slopes and 51% Oaklet silt loam with 2 to 7 percent 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 structural erosion and sediment control practices shall be constructed and maintained according to minimumstandards and specifications of the Virginia Erosion and Sediment Control Handbook. The minimum standards of the handbook shall be adheredto unless otherwise waived or approved by a variance.CONSTRUCTION NARRATIVEThe work shall generally be carried out in the following sequence:PHASE 11.Hold pre-construction meeting on-site with the inspector. The Frederick County inspector shall have 48 hours notice to schedule an on-sitepre-construction inspection following the issuance of a land disturbance permit. The certified responsible land disturber must attend thepre-construction meeting2.Install the construction entrance. Temporary Construction Entrances (3.02) installed at the entrances to the site to minimize mud carried ontothe roadway.3.Clearing and grubbing for sediment control and sediment trapping devices only. Filtrexx Perimeter Control (5") is to be installed down-slopeof work areas and around the on-site stockpile area to filter sediment-laden runoff from sheet flow as indicated on the plans. PHASE 21.Clear and grub the remainder of the site. Topsoil shall be removed and disposed of by the contractor. All stockpiles shall be stabilized withseeding and surrounded with silt fence.2.Rough grade the site.3.The Fire Main and conduits shall be installed as shown on the plans. Filtress (5") perimeter control shall be placed on the down-slope side ofthe trench excavation to filter sediment-laden runoff. Existing outlet protection shall be kept free of sediment to minimize erosion at the pipeoutlets. The area shall be stabilized upon completion of grading.5.Final grading.6.Paving and concrete foundations hall 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 PracticesTemporary seeding (3.31) soil stabilization shall be applied to denuded areas within seven days after the final grading is complete on any portionof the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormantfor 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 oneyear.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) fortemporary and/or permanent vegetative cover immediately after construction.Vegetative stabilization shall be uniform, mature enough to survive, and adequate to inhibit erosion. Any areas not meeting these requirementsshall 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 followinginstallation.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 superintendent shall be responsible for the installation and maintenance of all erosion and sediment control practices. Maintenance ofthese measures throughout the project is critical to the effectiveness of the program.Devices listed herein are considered to be minimum erosion and sediment controls. Addition E&S measures may be necessary due to contractorphasing or other unforeseen conditions. It is the contractor's responsibility to provide measures in addition to those shown in order to controlerosion and contain sediment on the site. All measures shall be installed in accordance with the Virginia Erosion and Sediment Control Handbook.After achieving adequate stabilization, the temporary E&S controls will be cleaned up and removed.Permanent StabilizationAll areas disturbed by construction shall be stabilized with installation of the concrete foundations and pavement.STORMWATER MANAGEMENTStormwater runoff from this project discharges to an approved onsite stormwater management basin. This increase in runoff is negligible due tothe small project footprint. Stormwater quality and quantity have been addressed with the Trex Rail yard SWM basin design that was approved byFrederick County Public Works on September 30, 2019.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 bysediment, it shall be removed and cleaned or replaced.2.The Filtress perimeter control shall be checked and cleaned if the sediment level is found to be equal to or greater than the sedimentclean-out point. The Filtrexx perimeter control shall remain in place until all on-site contributing areas are stabilized.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 3.32 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 rateof 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 tocontrol 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 thesite. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant forlonger 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. Theapplicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soilintentionally transported from the project site.3.A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not beconsidered 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 stepin 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 drainageareas 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 asediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at aminimum, maintain the structural integrity of the basin during a 25-year storm of 24-hour duration. Runoff coefficients used in runoff calculationsshall 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 excessivelywithin 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 slopedrain 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 conveyancesystem 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 requiredtemporary 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 stabilizethe work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways andcofferdams. 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 streamcrossing 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 amanner 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 byvehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleanedthoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment controldisposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lotsas 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 temporarymeasures are no longer needed, unless otherwise authorized by the VESCP authority. Trapped sediment and the disturbed soil areas resulting fromthe 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 toincreases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with thefollowing standards and criteria. Stream restoration and relocation projects that incorporate natural channel design concepts are not man-madechannels 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 receivingchannel, pipe or storm sewer system. For those sites where runoff is discharged into a pipe or pipe system, downstream stability analyses at theoutfall 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 thanthe contributing drainage area of the project in question; 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 causeerosion 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 overtopits banks and by the use of a two-year storm to demonstrate 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 thepipe 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 tochannel 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 outfallsinto 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 detention or other measures which is satisfactory to the VESCPauthority 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 thedetention facilities. The plan shall set forth the maintenance requirements of the facility and the person responsible for performing themaintenance.g.Outfall from a detention facility shall be discharged to a receiving channel, and energy dissipators shall be placed at the outfall of all detentionfacilities 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, adequatechannel, 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 beconsidered 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 andbiological integrity of rivers, streams and other 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 requirementsfor natural or man-made channels shall satisfy the flow rate capacity and velocity requirements for natural or man-made channels if the practicesare 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 rainfallresulting 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 alevel 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 ofthe 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 bythe runoff volume from the site in its proposed condition, and shall be exempt from any flow rate capacity and velocity requirements for natural orman-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 thissubsection shall be satisfied by compliance with water quantity requirements in the Stormwater Management Act (§62.1-44.15:24 et seq. of theCode of Virginia) and attendant regulations, unless such land-disturbing activities are in accordance with 9VAC25-870-48 of the Virginia StormwaterManagement 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 to satisfy the requirements of Minimum Standard 19.
EXISTING TRUCK TIPPER AREAEXISTINGCONCRETEAPRONCONSTRUCT ELEVATEDEGRESS WALKWAY BYREPLACING SHED ROOFWITH WALKWAY ANDRAILINGS. DESIGN BYOTHERS.CONTINUE ELEVATEDEGRESS WALKWAYAND RAILING. DESIGNBY OTHERS.42" WIDE STAIRS ANDRAILING. DESIGN BYOTHERS.F FFFFFFFFFFFFFFFFFF745BUILDING 3BRICK AND METALFFE = 750.20UGEUGEUGEUGEUGEUGEUGE+7.9+8.2+6.9+6.4FFFF748747
7
4
6LOCLOC
LOCLOCXXXXXXXXXXXXXXXXX
X
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X
XXXXXXXXXX XX5" FiltrexxPerimeterControlCETS+7.7+8.1+7.7+7.7747+7.7FFFFFFFFFF
F
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DATE:SCALE:CHECKED BY:SHEET OFTREX COMPANY, INC.
BUILDING 3 ELECTRIC ROOM AND TSC SILOS
TAX MAP #63 A 110
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1285.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNMarch 15, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe3/15/23PHASE 1 EROSION & SEDIMENT CONTROL PLAN
1201020E&S LEGENDCEConstruction EntranceTSTemporary Seeding
EXISTING TRUCK TIPPER AREAEXISTINGCONCRETEAPRONCONSTRUCT ELEVATEDEGRESS WALKWAY BYREPLACING SHED ROOFWITH WALKWAY ANDRAILINGS. DESIGN BYOTHERS.CONTINUE ELEVATEDEGRESS WALKWAYAND RAILING. DESIGNBY OTHERS.42" WIDE STAIRS ANDRAILING. DESIGN BYOTHERS.F FFFFFFFFFFFFFFFFFFFF
745 BUILDING 3BRICK AND METALFFE = 750.20UGEUGEUGEUGEUGEUGEUGE+7.9+8.2+6.9+6.4FFFF748747
7
4
6LOCLOC
LOCLOCXXXXXXXXXXXXXXXXX
X
X
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X
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DATE:SCALE:CHECKED BY:SHEET OFTREX COMPANY, INC.
BUILDING 3 ELECTRIC ROOM AND TSC SILOS
TAX MAP #63 A 110
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1285.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNMarch 15, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe3/15/23PHASE 2 EROSION & SEIMENT CONTROL PLAN
1301020E&S LEGENDCEConstruction EntranceTSTemporary Seeding
DATE:SCALE:CHECKED BY:SHEET OFTREX COMPANY, INC.
BUILDING 3 ELECTRIC ROOM AND TSC SILOS
TAX MAP #63 A 110
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1285.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNMarch 15, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe3/15/23PHASE 2 EROSION & SEIMENT CONTROL DETAILS
14
+50 1+00 +50 2+00 +50 3+00
725
730
735
740
745
750
755
725
730
735
740
745
750
755
0+00
CROSSING NOTES:FIRE MAIN AND STORM SEWER PROFILESFIRE MAIN RELOCATION PROFILE
15
DATE:
SCALE:
CHECKED BY:
SHEET OFTREX COMPANY, INC.BUILDING 3 ELECTRIC ROOM AND TSC SILOSTAX MAP #63 A 110BACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIATSS
1285.0103 Heath CourtWinchester, VA 22602(540) 686-7373fax (540) 301-1100TSS
AS SHOWN
March 15, 2023
PROJECT NUMBER:
DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe
3/15/23
FIRE MAIN NOTES:
6C32B6C345B6C32B32B32B5B32B5B6C6C7CFINISH GOODS PONDRAIL YARDPONDAssumed mix of brush andgrass for Pre01.No Pond of Pre01 & Pre02[Pre]PRE-DEVELOPMENTOVERALLDA=35.468 AC. (Total)CN=85Tc=21.6 Min.[Pre01, Pre02, Pst]Rail YardDA=13.300 AC. (Inclusive)CN=74 [Pre01], 75 [Pre02], 87 [Pst]Tc(min)=16.6 [Pre01], 34.4 [Pre02], 14.0 [Pst]PROJECTLOCATION[Pst03]POST DEVELOPMENT(to Pond)DA=9.124 AC.CN=90Tc=14.0 Min.FINISH GOODS PONDMODIFIED RAILPONDPROJECTLOCATIONSTORMWATER MANAGEMENT STORM WATER NARRATIVE:DRAINAGE AREAQUANTITY ANALYSISQUALITY ANALYSISSOILS MAPSOURCE: NRCS - WEB SOIL SURVEYSOIL BOUNDARIESSOILS LEGENDMAPMAP UNIT NAMEHYDRAULICSYMBOLSOIL GROUPD6CCARBO-OAKLET, VERY ROCK SILY LOAMS, 2 TO 15 PERCENT SLOPESC32BOAKLET SILT LOAM, 2 TO 7 PERCENT SLOPESD5BCARBO SILT LOAM, 2 TO 7 PERCENT SLOPESC34PAGE BROOK SILT LOAMD7CCARBO-OAKLET -ROCK OUTCROP COMPLEX, 2 TO 15 PERCENT SLOPESPOST DEVELOPMENT DRAINAGE AREA16DATE:SCALE:CHECKED BY:SHEET OFTREX COMPANY, INC.
BUILDING 3 ELECTRIC ROOM AND TSC SILOS
TAX MAP #63 A 110
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1285.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNMarch 15, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe3/15/23
F FFFFFFFFFFFFFFFFFFFFBUILDING 3BRICK AND METALFFE = 750.20UGEUGEUGEUGEUGEUGEUGEFFFF0.30.81.82.62.93.13.23.53.53.21.70.41.34.06.56.77.17.08.08.07.33.70.20.93.66.02.03.93.62.92.13.73.51.74.32.71.16.32.70.83.31.70.55.55.12.51.00.40.51.84.54.53.14.33.91.80.80.3Luminaire ScheduleSymbolQtyLabelTotal Watts7SLIM17FA30ADJ_5K207.695X34-16L-120 DLF2012108-3a TYP73.8835Calculation SummaryCalcTypeUnitsAvgIlluminanceFc3.17FFFFFFFFFF
F
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DATE:SCALE:CHECKED BY:SHEET OFTREX COMPANY, INC.
BUILDING 3 ELECTRIC ROOM AND TSC SILOS
TAX MAP #63 A 110
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1285.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNMarch 15, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe3/15/23OUTDOOR LIGHTING PLAN
1701020LIGHTING NOTES1.THE MOUNTING HEIGHT FOR THE WALL MOUNTED LIGHTS IS 16 FEET ABOVE THEADJACENT SURFACE.2.ALL OUTDOOR LIGHTING SHALL CONFORM TO §165-201.07 OF THE FREDERICK COUNTYZONING ORDINANCE AND BE FULL DOWNCAST, SHIELDED, AND FULL CUTOFF.
DATE:SCALE:CHECKED BY:SHEET OFTREX COMPANY, INC.
BUILDING 3 ELECTRIC ROOM AND TSC SILOS
TAX MAP #63 A 110
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1285.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNMarch 15, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe3/15/23OUTDOOR LIGHTING FIXTURES
1801020
F FFFFFFFFFFFFFFFFFFFFUGE
UGEUGEUGEUGEUGEUGEFFFFRELOCATED 10" FIRE MAINPROP FIRE HYDRANTD-M
D-M
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F
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DATE:SCALE:CHECKED BY:SHEET OFTREX COMPANY, INC.
BUILDING 3 ELECTRIC ROOM AND TSC SILOS
TAX MAP #63 A 110
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1285.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNMarch 15, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe3/15/23LIFE SAFETY PLAN
1901020NOPARKINGFIRE LANENOPARKINGFIRE LANENOPARKINGFIRE LANENOPARKINGFIRE LANE1