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Home My WebLink About13-24 Site PlanDATE:SCALE:CHECKED BY:SHEET OFSCHENCK FOODS COMPANY, INC. TAX PARCEL 63 1 A BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATS1302.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSAS SHOWNMarch 26 2024PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S Stowe3/27/24GENERAL NOTES1.The contractor shall furnish materials and equipment and perform all work to deliver the completed improvements shown or implied asnecessary for the completed project ready for use, inclusive of all site restoration and stabilization. Unless otherwise noted, specifications forall work to be in accordance with applicable Virginia Department of Transportation Road and Bridge Standards, the Virginia Department ofEnvironmental Quality Erosion and Sediment Control Handbook, and the Virginia Department of Transportation Road and BridgeSpecifications.2.All construction and methods shall comply with the latest U.S. Department of Labor, occupational safety and health administration (OSHA),and Virginia Occupational Safety & Health (VOSHA) rules and regulations.3.The contractor shall comply with title 56, chapter 10.3 et. seq. of the Code of Virginia (Underground Utility damage Prevention Act).4.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).5.The placement of a construction trailer, fencing, parking, and staging areas shall be coordinated with and approved by the the propertyowner and developer.6.Access for emergency and utility service vehicles shall be maintained to the area surrounding the site.7.The Contractor shall be responsible for hiring a surveyor to provide construction surveying stake out.8.The Contractor shall be responsible for hiring a testing firm to provide earthwork and compaction testing.9.This design is based on topographic mapping provided by Marsh & Legge Land Surveyors.10.The engineer has attempted to show all subsurface utilities, however, such may exist that are not shown. The contractor shall exercise care inthis 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 72 hours prior to digging.11.All disturbed surfaces outside of the work area shall be restored to the pre-construction condition by the contractor at the contractor'sexpense.12.Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction.13.Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of constructionshall be immediately brought to the attention of the engineer. Work shall cease in that vicinity until an adequate design can be determinedby the engineer and approved.14.All surfaces and slopes shall provide positive drainage away from the project area.EARTHWORK 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 foruse as 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 fill providedthat the maximum particle size of the rock not exceed 6 inches and sufficient amounts of soil fines be mixed with the rock to fill in open voidsbetween the rock particles. The nesting of boulders in the embankment is prohibited. The material to be used in embankments shall be freeof frozen or organic materials such as leaves, roots, grass, weeds, and all other material not consistent with construction of a stable,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 representative samplesshould 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 pavementshall be removed from the site and disposed of atg an approved location. All sloping areas upon which fill is to be placed should be benchedor “notched” so that a smooth interface between existing ground and new fill will not be present. Each layer of fill should be benched intothe existing 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 theembankment is consolidated, the slopes shall be carefully dressed to the desired section and maintained to their proper height, dimensions,and shape until the work is accepted. When transporting material with rubber-tired equipment, care shall be taken to see that the trailingunits do not follow in the tracks of the preceding unit. At the end of each day's work the embankment shall be dressed to shed any waterthat might fall during 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 describedand 8-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 isprogressing in 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 beplaced on surfaces that are muddy or frozen, or have not been approved by testing and/or proof-rolling. Free water should be preventedfrom appearing 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 the layerto 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.Blasting is not permitted on this project.Drainage Notes1.The contractor shall maintain positive drainage on the site at all times.EROSION AND SEDIMENT CONTROL NOTES1.This project disturbs 2000 sf +/- and is therefore exempt from the VA Erosion & Sediment Control and Stormwater regulations. Theproject replaces impervious area with impervious area.2.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 its pre-construction state, ensuring positivedrainage is achieved and all areas are permanently stabilized with permanent seeding and mulch.4.Slopes in the project area shall be a maximum of 2:1.STORMWATERThis project replaces 2000 SF +/- of concrete with 2000 SF +/- of roof. There will be no change in the impervious area and no change in therunoff from the site. Because the project disturbs less than 10,000 SF and Erosion & Sediment Control Plan has not been prepared. Becausethe project disturbs less than 1 acres, stormwater quality has not been considered.MINOR SITE PLANSCHENCK FOODS TRUCK GARAGE ADDITIONFREDERICK COUNTY, VASITE PLAN # 13-24PARKINGNo additional employees will be employed as a result of this project. Therefore, no additional parking is proposed.SIGNSNo additional signs are proposed.LANDSCAPINGNo additional landscaping is required or proposed.DEVELOPERSchenck Foods Company3578 Valley PikeWinchester, VA 22602540.869.1870LAND OWNERSchenck Foods Company3578 Valley PikeWinchester, VA 22602540.869.1870ENGINEERStowe Engineering, PLC103 Heath CourtWinchester, VA 22602540.686.7373Vicinity Mapscale: 1" = 2000'PROJECTLOCATIONUTILITY PROVIDERSWATER AND SEWERWINCHESTER PUBLIC UTILITIESCITY YARDS301 EAST CORK STREETWINCHESTER, VA 22601540.773.1340ELECTRIC SERVICESHENANDOAH VALLEY ELEC COOP3463 Valley PikeWinchester, VA 22602540-6450-0111TELEPHONE SERVICEVERIZON404 HILLANDALE LANEWINCHESTER, VA 22602540.665.3153CABLE SERVICECOMCAST COMMUNICATIONS195 RAINVILLE ROADWINCHESTER, VA 22602NATURAL GASWASHINGTON GAS350 HILL AND DALE LANEWINCHESTER, VA 22602540.869.1111TITLE SHEET & GENERAL NOTESAPPROVED BY:SIGNATURE:DATE:SITE PLAN VALID FOR FIVE YEARS FROM APPROVAL DATE.APPROVED BY FREDERICK CO. ZONING ADMINISTRATOR1 EXISTING BUILDINGN 58°22'33" W 225.00'S 13°06 '57" W 200 .00 'N 58°22'33" W 354.90'N 58°22'33" W 354.90'S 13°06'57" W 200 .00 'N 58°22'33" W 225.00'N 39°54'00" E 491.75' (deed)S 69°44'30" E 383.60 (deed)'S 20°04'00" W 4451.41 ' (deed)DATE:SCALE:CHECKED BY:SHEET OFSCHENCK FOODS COMPANY, INC. TAX PARCEL 63 1 A BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATS1302.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSAS SHOWNMarch 26 2024PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S Stowe3/27/24EXISTING CONDITIONS CSX RAILROADROUTE 11 - VALLEY PIKECOMMONWEALTH CTHOOD WAY FAY STREETEX 1 STORY COMMERCIAL BUILDING89,920 SQ FTHEIGHT = 22 FT +/-EX. TRUCK SHED TRASH COMPACTOR AND CONTROLSTO BE RELOCATED BY OTHERS.EXISTING BUILDINGN 58°22'33" W 354.90'N 58°22'33" W 354.90'EXISTING BUILDINGN 58°22'33" W 354.90'N 58°22'33" W 354.90'DATE:SCALE:CHECKED BY:SHEET OFSCHENCK FOODS COMPANY, INC. TAX PARCEL 63 1 A BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATS1302.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSAS SHOWNMarch 26 2024PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S Stowe3/27/24Prop 981 SF GarageHeight = 20'±FFE = 758.52Prop 981 SF GarageHeight = 20'±FFE = 758.52SITE PLANGRADING PLANTruck Ramp @ 5%SITE AND GRADING PLANS 0.51.02.05.00.51.02.05.0EXISTING BUILDINGN 58°22'33" W 354.90'N 58°22'33" W 354.90'EXISTING BUILDINGN 58°22'33" W 354.90'N 58°22'33" W 354.90'DATE:SCALE:CHECKED BY:SHEET OFSCHENCK FOODS COMPANY, INC. TAX PARCEL 63 1 A BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATS1302.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSAS SHOWNMarch 26 2024PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S Stowe3/27/24Prop 981 SF GarageHeight = 20'±FFE = 758.52Prop 981 SF GarageHeight = 20'±FFE = 758.52OUTDOOR LIGHTING PLANLIFE SAFETY PLANTruck Ramp @ 5%OUTDOOR LIGHTING AND LIFE SAFETY PLANSOUTDOOR LIGHTING NOTES1.All outdoor lighting fixtures shall be designed, shielded, aimed, located and maintained to shield adjacentproperties and to not produce glare onto adjacent properties or road rights-of-way. Parking lot fixturesand light fixtures on buildings shall be full-cutoff fixtures.2.Ground mounted light fixtures, including mounting base, shall not be more than 25 feet in height abovefinished grade.3.Light fixtures shall be placed outside of paved areas where possible. Where light fixtures are to be placedin paved areas they shall be protected with bollards on four sides.4.All lighting shall be oriented so not to produce direct glare or excessive illumination onto streets in amanner that may distract or interfere with the vision of drivers.5.Lighting provided on elevated conveyors and equipment is provided to meet US Mine Safety and HealthAdministration (MSHA) requirements and meets the requirements of Frederick County Zoning Ord§165-201.07.G(1).NOPARKINGFIRE LANENOPARKINGFIRE LANENOPARKINGFIRE LANENOPARKINGFIRE LANELuminaire ScheduleSymbolQtyLabelLLFTotal Watts2WPLEDFC80 - 20' mtg1.0001006.8Calculation SummaryLabelUnitsAvgMaxMinCalcPts_1Fc1.8714.90.0 DATE:SCALE:CHECKED BY:SHEET OFSCHENCK FOODS COMPANY, INC. TAX PARCEL 63 1 A BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATS1302.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSAS SHOWNMarch 26 2024PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S Stowe3/27/24DETAILS CONCRETE RAMP SECTIONfor ramp into buildingn.t.s.