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Home My WebLink About39-20 Site PlanTrex Building 3184 Capitol LaneExisting Use: Composite Deck ManufacturingExisting Height: 31.5 ftFloor Area: 178,923 sq ftEX. FFE = 750.21Trex Building 13229 Shawnee DriveExisting Use: Composite Deck ManufacturingExisting Height: 26.7 ftFloor Area: 545,373 sq ftto S h a w n e e D r Trex Building 4190 Capitol LaneExisting Use: Composite Deck ManufacturingExisting Height: 35 ftFloor Area: 545,373 sq ftTrex Building 63229 Shawnee DriveProp. Use: Composite Deck ManufacturingExisting Height: 26.7 ftFloor Area: 545,373 sq ftF.F.E. (738.44)STOPWSPSTOPHEDGEBEGIN PROPOSEDPIPE BRIDGEEND PROPOSEDPIPE BRIDGEPROPOSED PIPESUPPORTSTRUCTURE (TYP)EXISTINGTREE TO BEREMOVEDPROP REPLACEMENTTREE. SEE NOTES ANDDETAILS ON SHEET 2.PROJECT INFORMATIONDEVELOPERTrex Company, INC.3229 Shawnee Drive Winchester, VA 22602Phone (540) 686-0701LAND OWNERTrex Company, INC.3229 Shawnee Drive Winchester, VA 22602Phone (540) 686-0701ENGINEERStowe Engineering, PLC103 Heath CourtWinchester, VA 22655Phone (540) 686-7373SITE DATAProposed Project Description:471' Pipe BridgeExisting Use:Composite Decking ManufacturingProperty Identification Number (PIN):63 A 110Conditional Zoning Requirements:NoneApproved setback variances:NoneTotal Area (AC):62.32Developed Area (Existing AC):62.32Developed Area (after this project AC):62.32Woodlands Disturbed (%):0.00Zoning:M2Existing Use:industrialProposed Use:industrialExisting or under const. Parking Spaces125Proposed Parking Spaces125Previously Approved Site PlansSP#46-00; 07-01; 74-06; 05-12; 02-15; 11-15; 11-16, 29-19, 37-20Previously Approved MDPMDP# 01-19APPROVED BY:SIGNATURE:FREDERICK CO., VA APPROVALDATE:PLAN VALID FOR FIVE YEARS FROM APPROVAL DATE.Vicinity Mapscale: 1" = 1000'EROSION AND SEDIMENT CONTROL NOTES1.This project disturbs less than 10,000 SF and is therefore exempt from the VA Erosion &Sediment Control regulations. The project disturbs approximately 700 SF2.It shall be the contractors responsibility to contain all sediment on site and to not track dirt,mud or other debris onto roadways, public or private.3.Upon completion of construction the contractor shall restore the surrounding area to itspre-construction state, ensuring positive drainage is achieved and all areas are permanentlystabilized with permanent seeding and mulch or pavement.SP 39-20PROJECTLOCATIONOUTDOOR LIGHTING1.Outdoor lighting is not proposed with thisproject.LOCATION PLAN 1PROJECT DESCRIPTION, PARKING, and LANDSCAPING1.This project erects a pipe bridge that ranges from 17.5' to 27.2' inheight to move raw materials.2.This project does not increase the need for onsite parking3.No additional loading spaces are proposed.4.One replacement tree is proposed.DIMENSIONAL AND INTENSITYSET BACKS Allowed(ft) Provided(ft)Front 75 816Side25489Rear25n/aHeight6027.2FAR1n/aDATE:SCALE:CHECKED BY:SHEET OF 2TREX COMPANY, INC PIPE BRIDGE LOT 63 A 110 SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1210.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNSEPTEMBER 30, 2020PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe9/30/20 WVWPPWPPCOF.F.E. (738.44)COWVFHCOSTOPWSPSVSVTHHCOTRBSTOPCOWVWVGA15" HDPE18"HDPEINV. (742.46)(END CRUSHED)(SIZE UNK.)7 3 8 740744745745745740743744738740739741742750749748747HEDGE12" HDPE15" HDPE18" HDPE24" SAG ELEV. (775.07)SAG ELEV. (766.81)SAN. SEWER (MARKED PAINT-UNKNOWN)IN (733. 7 2 ) 12" H D P E CONNECT TOEXISTING PIPEBRIDGE. BEGIN NEWPIPE BRIDGEPIPE BRIDGE TERMINATESAT BUILDING 625' - 6" VERTICALCLEARANCE19' - 0" VERTICALCLEARANCEPROPOSED PIPE BRIDGEPROPOSED PIPE SUPPORTSTRUCTURE (TYP)SEE LOCATION PLAN FORADDITIONAL PROPOSED PIPESUPPORT STRUCTURE ATBUILDING 1EXISTING PIPE BRIDGEDATE:SCALE:CHECKED BY:SHEET OF 2TREX COMPANY, INC PIPE BRIDGE LOT 63 A 110 SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1210.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNSEPTEMBER 30, 2020PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe9/30/20MINOR SITE PLAN 2GENERAL NOTES1.SEE "TREX - PIPE BRIDGE, BUILDING 3 TO 6" PLAN BY RUCKMAN ENGINEERING DATED 7/17/20 FOR PIPEBRIDGE AND FOUNDATION DETAILS.2.ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR, OCCUPATIONALSAFETY AND HEALTH ADMINISTRATION (OSHA), AND VIRGINIA OCCUPATIONAL SAFETY & HEALTH (VOSH)RULES AND REGULATIONS.3.THE CONTRACTOR SHALL COMPLY WITH TITLE 59.1, CHAPTER 30 SECTION 406, ET. SEQ. OF THE CODE OFVIRGINIA (OVERHEAD HIGH VOLTAGE LINES SAFETY ACT).4.THE CONTRACTOR SHALL COMPLY WITH TITLE 56, CHAPTER 10.3, SECTION 265, ET. SEQ. OF THE CODE OFVIRGINIA (UNDERGROUND UTILITY DAMAGE PREVENTION ACT).5.ACCESS FOR EMERGENCY, SERVICE, AND UTILITY MAINTENANCE VEHICLES SHALL BE MAINTAINED.6.THE ENGINEER HAS ATTEMPTED TO SHOW ALL SUBSURFACE UTILITIES. HOWEVER, SUCH MAY EXIST THATARE NOT SHOWN. THE CONTRACTOR SHALL EXERCISE CARE IN THIS WORK SO AS TO AVOID DAMAGE TOANY UTILITIES. ANY DAMAGE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTORSHALL NOTIFY MISS UTILITY OF VIRGINIA AT LEAST 72 HOURS PRIOR TO EXCAVATING.7.IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND IDENTIFY UTILITY FACILITIES ORITEMS THAT MAY BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY. APPROVAL OF THESEPLANS DOES NOT INDEMNIFY THE CONTRACTOR FROM THIS RESPONSIBILITY.8.ALL ROADWAY SURFACES OUTSIDE OF THE CONSTRUCTION LIMITS THAT ARE DAMAGED OR DISTURBED BYTHE CONTRACTOR SHALL BE RESTORED BY THE CONTRACTOR TO THEIR PRE-CONSTRUCTION CONDITION.9.CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURINGAND AT THE END OF CONSTRUCTION.10.ANY UNUSUAL SUBSURFACE CONDITIONS (E.G., UNSUITABLE SOILS, SPRINGS, SINKHOLES, VOIDS, CAVES,ETC.) ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THEATTENTION OF THE ENGINEER. WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE DESIGN CAN BEDETERMINED BY THE ENGINEER.GENERAL PLANTING NOTES1.THE LANDSCAPING WILL CONFORM TO SECTION 165-201.01 OF THE FREDERICK COUNTYZONING ORDINANCE.2.SUBSTITUTION OF LANDSCAPE MATERIALS MUST BE APPROVED IN WRITING BY THEFREDERICK COUNTY PLANNING DEPARTMENT.3.THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALLOTHER SITE IMPROVEMENTS PRIOR TO BEGINNING LANDSCAPE WORK.4.THE GENERAL CONTRACTOR IS TO PROVIDE SUBGRADES 4" BELOW HARD SURFACESPLUS/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 MINIMUMDEPTH OF 4" IN LANDSCAPE PLANTING AREAS.7.TOPSOIL SHALL BE TILLED INTO THE EXISTING SUBGRADE TO ELIMINATE SOILINTERFACE PROBLEMS.8.ALL LANDSCAPE PLANTING AREAS RECEIVE A MINIMUM OF 2" MEDIUM-FINE BARKMULCH.9.ALL PLANT MATERIALS ARE TO CONFORM TO THE AMERICAN ASSOCIATION OFNURSERYMEN, STANDARDS FOR NURSERY STOCK, LATEST EDITION.10.PLANT SPECIES SUBSTITUTIONS ARE DISCOURAGED. IF PLANT AVAILABILITY IS APROBLEM, CONTACT THE LANDSCAPE DESIGNER FOR ACCEPTABLE ALTERNATIVES.11.IF THE SITE WORK IS DIFFERENT OR MODIFIED FROM WHAT IS DEPICTED ON THELANDSCAPE PLAN, OR POOR SOIL AND/OR DEBRIS ARE ENCOUNTERED, REQUIRINGCHANGES TO THE LANDSCAPE PLAN, CONTACT THE LANDSCAPE DESIGNER FORINSTRUCTION.12.THE CONTRACTOR SHALL MAINTAIN AND WATER PLANT MATERIAL UNTIL OWNER'S FINALACCEPTANCE.13.FIELD ADJUST THE LOCATION OF TREES AND SHRUBS TO AVOID CONFLICT WITHLOCATION OF ANY UTILITIES. CONTACT LANDSCAPE DESIGNER IF PROBLEMS AREENCOUNTERED.14.NEW LANDSCAPE AREAS WILL NEED TO BE WATERED FOR THE FIRST ONE TO TWOGROWING SEASONS TO ESTABLISH PLANTINGS.PLAN VIEWSTAKE120°GUY WIRETREE TRUNKNOT TO SCALETREE PLANTING (1-1/4" CAL.)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 OFROOTBALL