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22-23 Site PlanSITE PLANHONDA SALES AND SERVICEFREDERICK COUNTY, VIRGINIATax MAP 75 (A) 11C, 11L, & 11MSITE PLAN # 22-23TITLE SHEET 1PROJECTLOCATIONSCALE 1" = 1000'CALL BEFORE YOU DIG103 HEATH COURTWINCHESTER, VA 22602V 540.686.7373 F 540.301.1100STOWE ENGINEERING, PLCPREPARED BYCALL 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.APPROVED BY FREDERICK COUNTY ZONING ADMINISTRATORPLAN VALID FOR FIVE YEARS FROM APPROVAL DATEDATELOCAL UTILITY SERVICE PROVIDERSWATER AND SEWERFREDERICK WATER315 TASKER RDSTEPHENS CITY, VA 22655540.868.1061ELECTRIC SERVICESHENANDOAH VALLEY ELEC COOP3463 VALLEY PIKEWINCHESTER, VA 22602540-450-0111TELEPHONE SERVICEVERIZON404 HILLANDALE LANEWINCHESTER, VA 22602540.665.3153CABLE SERVICECOMCAST COMMUNICATIONS195 RAINVILLE ROADWINCHESTER, VA 22602DEVELOPERCMA PROPERTIES, INC.100 Myers DriveCharlottesville, VA 22901Phone (434) 951-1000LAND OWNERCMA PROPERTIES, INC100 Myers DriveCharlottesville, VA 22901Phone (434) 951-1000ENGINEERStowe Engineering, PLC103 Heath CourtWinchester, VA 22655Phone (540) 686-7373DATE:SCALE:CHECKED BY:SHEET OF 29Honda Store Carter Myers Automotive LOTS 11C, 11L, 11M BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJuly 6, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/6/231 GENERAL NOTES 2DATE:SCALE:CHECKED BY:SHEET OF 29Honda Store Carter Myers Automotive LOTS 11C, 11L, 11M BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJuly 6, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/6/23GENERAL NOTES1.The contractor shall furnish all material, labor and equipment and perform all work to deliver the completed improvements shown orimplied as necessary for the completed project ready for use, inclusive of all site restoration and stabilization. Unless otherwisenoted, specifications for all work to be in accordance with applicable the Virginia Department of Transportation, the VirginiaDepartment of Environmental Quality, American Water 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), andVirginia Occupational Safety & Health (VOSHA) 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 safetyact).4. The contractor shall comply with title 56, chapter 10.3, section 265, et. seq. of the code of Virginia (underground utility damageprevention act).5. Access for emergency and utility maintenance vehicles shall be maintained. Access for all businesses shall be maintained.6. The placement of a construction trailer, fencing, parking, and staging areas shall be coordinated with and approved by the propertyowner and developer.7. The contractor shall be responsible for hiring a surveyor to provide construction surveying stake out.8. The owner shall be responsible for hiring a testing firm to provide all earthwork and compaction testing.9. The engineer has attempted to show all subsurface utilities, however, such may exist that are not shown. The contractor shallexercise care in this work so as to avoid damage to any utilities. Any damage shall be the responsibility of the contractor. Thecontractor shall notify Miss Utility of Virginia at least 72 hours prior to digging.10. All disturbed surfaces shall be restored to the pre-construction condition by the contractor at the contractor's expense.11. The Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction.12. 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 designcan be determined by the engineer and approved.13. All fill areas, borrow material and undercut areas shall be inspected and approved by a the soils testing firm prior to placement andfill.14. All surfaces and slopes shall provide positive drainage away from the building and parking areas15. All fill areas, borrow material, footers, and undercut areas shall be inspected and approved by a the geotechnical engineer prior toplacement of fill, aggregate, or concrete.16. All subgrade material and backfill in the utility/storm sewer trenches, shall be placed and compacted in accordance with therequirements in the geotechnical report. Density tests shall be performed 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 ofat an approved 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" dimensionsand top elevations are approximate and are provided for estimating purposes. Actual dimensions shall be determined by thecontractor from field conditions.2. All drainage structures shall meet the requirements of VDOT road and bridge standards and VDOT specifications. see details in thisplan set.3. All structures shall have vdot standard invert shaping IS-1. see detail in this plan set.4. All storm drainage pipe materials shall be as shown on the profiles.GRADING NOTES1. All excavation is unclassified.2.Materials - The material to be used in embankments shall be free of 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 onfrozen ground. All proposed fill materials should be approved by the geotechnical engineer prior to placement, and representativesamples should be obtained one week prior to placement of that material to allow time for completion of the necessary laboratorytests.3.Site Preparation - All vegetation, rootmat, topsoil, asphalt and concrete shall be removed from areas upon which embankment willbe constructed. Clearing shall extend ten (10) feet beyond the building and pavement limits, and one additional foot for each foot ofproposed fill. Topsoil shall be stockpiled as required by the e&s plan. All sloping areas upon which fill is to be placed should bebenched or “notched” so that a smooth interface between existing ground and new fill will not be present. Each layer of fill shouldbe benched into the existing ground a minimum of 3 feet horizontally and the depth of one fill layer. Flat areas upon which fill is to beplaced shall be deeply plowed to allow for bonding with the existing material. the controlled fill slopes and embankments should beconstructed at the designed 2h:1v slopes or flatter.4.Formation in Layers - All fill layers shall be constructed with materials and methods prescribed in the geotechnical report. Any soilplaced as engineered fill should be an approved material, free of organic matter or debris. unacceptable engineered fill materialsinclude topsoil, organic materials (oh, ol), construction debris and large rock. all such materials removed during grading operationsshould be either stockpiled for later use in landscaped areas or placed in approved disposal areas either on or off site. All frozen soilshould be removed prior to continuation of fill operations. Borrow fill shall not contain frozen materials at the time of placement. Allfrost-heaved soil should be removed prior to placement of fill, stone, concrete or asphalt. It is recommended that processed shotrock be utilized as fill within the upper five (5) feet of finish subgrade to provide a weather resilient construction area which can beutilized to reduce concrete slab, pavement section thickness, or foundation size. The site contractor shall have means of providing waterat all times during structural fill placement. The geotechnical report is entitled Report of Geotechnical Exploration, Honda Store,Frederick County, Virginia prepared by Triad Engineering, Winchester, VA.5. As the embankment 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 seethat the trailing units do not follow in the tracks of the preceding unit. At the end of each day's work the embankment shall be dressed toshed any water that might fall during the night.6. All blasting operations shall be performed in accordance with the Fire Marshall's requirements. The contractor shall protect the existingbuildings, cars, site utilities and overhead power lines from fly rock and its associated damage.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. All water and sewer lines on teh Carter Myers Properties are proposed to be dedicated to Frederick Water.2. All construction, connections and activities pertaining to the water and sewer lines shall conform to the requirements of theFrederick Water Inspector and as prescribed in the Frederick Water Standards and Specifications which can be found athttps://www.frederickwater.com/sites/default/files/docs_forms_media/frederick_water_standards_and_specifications_2022-04-19_w_std_details.pdf3. On site water and sewer facilities are currently owned by Carter Myers.4. Manhole rims, valve boxes, etc. shall be adjusted to match the surrounding finished grade.5. The contractor shall coordinate water and sewer construction with Frederick Water.6. Location marker requirements - water line location markers shall be Scotchmark mid-range markers (wheel) part number 1257 orapproved equal. sewer line locator markers shall be Scotchmark mid-range markers (wheel) part number 1258 or approved equal.SIGN NOTES1. BUILDING MOUNTED SIGN SHALL NOT EXCEED 20% OF THE WALL AREA OR 200SF TOTAL. INTERNAL DIRECTION SIGNS WILLALSO BE UTILIZED.OUTDOOR LIGHTING NOTES1. OUTDOOR LIGHTING WILL BE INSTALLED IN ACCORDANCE WITH FREDERICK COUNTY REQUIREMENTS AND THESE PLANS.STORMWATER MANAGEMENT NOTES1. THIS PROJECT INCREASES THE IMPERVIOUS AREA OF THE SITE. STORMWATER QUALITY WILL BE MITIGATED THROUGH THEPURCHASE OF NUTRIENT CREDITS FROM A DEQ APPROVED SOURCE. STORMWATER QUANTITY WILL BE MANAGED WITH ONSITESYSTEMS.Virginia Department of TransportationStaunton DistrictRev. June 19, 2013 VDOT General NotesV1.All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specificationsand Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflictbetween the Standards or Specifications and Regulations, the most stringent shall govern.V2.All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health(VOSH) Rules and Regulations.V3.When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work AreaProtection Manual. A transportation management plan needs to be submitted for approval and land use permit issued prior to any execution of work within the VDOT rightof way.V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT orprivate / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposedconstruction activity. VDOT approval of these plans does not indemnify the developer from this responsibility.V5.Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expenseincurred as a result of any field revision shall be the responsibility of the developer.V6.If required by the local VDOT Land Development Office, a pre-construction conference shall be arranged and held by the engineer and/or developer with the attendance ofthe contractor (s), various County agencies, utility companies and VDOT prior to initiation of work.V7.The contractor shall notify the local VDOT Land Development Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive48 hours advance notice prior to any required or requested inspection.V8. The contractor shall notify the Traffic Operations Center at (540) 332-9500 for any traffic control plan that impacts a VDOT maintained Interstate or Primary roadway toprovide notification of the installation and removal of the work zone.V9.The contractor shall be responsible for maintaining a VDOT permitted temporary construction entrance(s) in accordance with Section 3.02 of the Virginia Erosion andSediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction.V10.Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction.V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed underroadway drainage facilities at conflict points.V12.Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought tothe attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT.V13.All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement of fill. A VDOT representative shall bepresent to insure the soil sample(s) obtained for CBR's is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shallbe clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards andprocedures.V14.All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in accordance with the lift thicknesses, density and moisturerequirements as specified in the current VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise.V15.VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT.V16. A post installation visual/video camera inspection shall be conducted by the Contractor on all pipes identified on the plans as storm sewer pipe and a select number of pipeculverts. For pipe culverts, a minimum of one pipe installation for each size of each material type will be inspected or ten percent of the total amount for each size andmaterial type summarized. All pipe installations on the plans not identified as storm sewer pipe shall be considered as culvert pipe for inspection purposes. Additionaltesting may be required as directed by the Area Land Use Engineer or their representative.V17.The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of thedeveloper.V18.Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer in accordance with the Manual On UniformTraffic Control Devices.V19.The developer shall provide the VDOT Land Development Office with a list of all material sources prior to the start of construction. Copies of all invoices for materialsutilized within any dedicated street right-of-way must be provided to the local VDOT Land Development Office prior to acceptance of the work. Unit and total prices maybe obscured.V20.Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip inaccordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of testreports 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.V21.Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the densitycontrol strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOTdaily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip.V22.In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine thetype and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundationdesigns shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/orneed for foundation stabilization shall be determined by the engineer and approved by VDOT.V23.VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of theguardrail layout to be given by VDOT after grading is mostly complete.V24.Approval of these plans shall expire five (5) years from the date of the approval letter.V25.VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT.V26.The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed foundation elevation to determine the type and conditionof the foundation. The contractor shall submit copies of borehole logs and report findings of foundation exploration to the engineer and VDOT for approval prior toconstructing box. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast-in-place box isproposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need forfoundation stabilization shall be determined by the engineer and approved by VDOT.12 SURROUNDING PROPERTIES, ROADS & LAND USES 3123456Int e r s t a t e 8 1 Route 11 Ta s k e r R o a d DATE:SCALE:CHECKED BY:SHEET OF 29Honda Store Carter Myers Automotive LOTS 11C, 11L, 11M BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJuly 6, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/6/233 PROPERTY BOUNDARY 4DATE:SCALE:CHECKED BY:SHEET OF 29Honda Store Carter Myers Automotive LOTS 11C, 11L, 11M BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJuly 6, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/6/23NOTE: THE LOTS SHOWN HERE ARE TO BECONSOLIDATED AND ADJUSTED WITH THIS AND THEHYUNDAI PROJECTS. LOT 4TAX MAP 75 A 11CMILLER AUTO SALES SUBDIVISIONINSTRUMENT 090013383ZONE: B2LOT 3TAX MAP 75 A 11NMILLER AUTO SALES SUBDIVISIONINSTRUMENT 090013383ZONE: B2Area = 2.86 acLOT 2TAX MAP 75 A 11MMILLER AUTO SALES SUBDIVISIONINSTRUMENT 090013383ZONE: B2Area = 2.68acLOT 1TAX MAP 75 A 11LMILLER AUTO SALESSUBDIVISIONINSTRUMENT 090013383ZONE: B2SS2SS2EEGASGASUS Route 11 (Valley Pike) Interstate 81 - SB to Route 37to Stephens City SEE CMA HYUNDAI SITEPLAN FOR DETAILS WORKIN THIS HATCHED AREADATE:SCALE:CHECKED BY:SHEET OF 29Honda Store Carter Myers Automotive LOTS 11C, 11L, 11M BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJuly 6, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/6/23EXISTING CONDITIONS04080 5 TAX MAP 75 3 21GARDEN OF EDEN, LLCINSTRUMENT 0400000132ZONE: B2JOHN W. TRUBAN AND WILLIAM A. TRUBAN, JR.TRUSTEES OF TE SULKY DRIVE LAND TRUSTUNDER AGREEMENT DATED MAY 1, 2009SS2SS2WATER VAULT2" METERSANSANSANSANSANSANSAN10 11 12 12+63.1= 16° HB13 1 1 + 8 9 . 2 3 1 2 + 5 0 . 0 1 1 2 + 5 4 . 2 4 1 2 + 9 0 . 2 4 W W W W W W W W W W W W HATCHING DENOTESDEMOLITION AREASEE CMA HYUNDAI SITEPLAN FOR DETAILS WORKIN THIS HATCHED AREANOTE: THIS PLAN IS INTENDED TO BE GENERAL INNATURE. THE CONTRACTOR SHALL DETERMINE THEEXACT LIMITS OF DEMOLITION REQUIRED TOCOMPLETE THE WORK.E2REMOVE EX WATERAND SEWER MAINSAND APPURTENANCESHATCHING DENOTESDEMOLITION AREADATE:SCALE:CHECKED BY:SHEET OF 29Honda Store Carter Myers Automotive LOTS 11C, 11L, 11M BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJuly 6, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/6/23DEMOLITION PLAN03060 62 TAX MAP 75 3 21GARDEN OF EDEN, LLCINSTRUMENT 0400000132ZONE: B2TAX MAP 75 5 5ORANGE PARTNERS, LLCINSTRUMENT 050026393ZONE: B2TAX MAP 75 5 4ALDI INC. (MARYLAND)INSTRUMENT 080008646ZONE: B2TAX MAP 75 5 10ORANGE PARTNERS, LLCINSTRUMENT 080007552ZONE: B2TAX MAP 75 3 20JOHN W. TRUBAN AND WILLIAM A. TRUBAN, JR.TRUSTEES OF TE SULKY DRIVE LAND TRUSTUNDER AGREEMENT DATED MAY 1, 2009INSTRUMENT 090006301ZONE: B2WATER VAULT2" METERWWS S S EEGASGAS 000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000000000000000000000000000000 00000000000050 51 52SAND/OIL INTERCEPTOR(TYP). SEE PLUMBINGPLAN FOR DETAILS···C D E F G Ex.C SDSANSANSANSAN1010+63.41011121310 WpWpWpWp10 11 12 12+63.1= 16° HB13 13+58= 19° HB14 14 + 5 4 . 8 1 1 + 8 9 . 2 3 1 2 + 5 0 . 0 1 1 2 + 5 4 . 2 4 1 3 + 3 0 . 3 3 1 2 + 9 0 . 2 4 W W W W W W W W W W W W EX STORMWATER MNGT AREAFDCHYUNDAI PROPOSED BOUNDARY ADJUSTMENTAREA = 7.64 ACExisting 31,324 SF Honda New Car StoreHeight = 22.4' ± FF = 733.71Tax Map 75 A 11CZoning: B22.93 acres50' BUILDING RESTRICTION LINE10' PARKING SETBACK LINE Existing 12,352 SF Crosspoint Used Car StoreProposed 22,154 SF Hyundai StoreHeight = 22.4'±Proposed Site Area = 6.75 acres10' PARKING SETBACK LINE10' PARKING SETBACK L I N E EXISTINGSTORMWATERMNGT BASINEXPANDED STORMWATER MNGTBASIN.·CONTRACTOR TO MAINTAINDURING CONSTRUCTION·OWNER TO MAINTAIN UPONCOMPLETION OFCONSTRUCTIONHONDA PROPOSED BOUNDARY ADJUSTMENTAREA = 7.58 AC10' PARKING SETBACK LINEDATE:SCALE:CHECKED BY:SHEET OF 29Honda Store Carter Myers Automotive LOTS 11C, 11L, 11M BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJuly 6, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/6/23 OVERALL SITE PLAN04080 7 E4E5E1TAX MAP 75 3 21GARDEN OF EDEN, LLCINSTRUMENT 0400000132ZONE: B2TAX MAP 75 5 5ORANGE PARTNERS, LLCINSTRUMENT 050026393ZONE: B2TAX MAP 75 5 4ALDI INC. (MARYLAND)INSTRUMENT 080008646ZONE: B2TAX MAP 75 5 10ORANGE PARTNERS, LLCINSTRUMENT 080007552ZONE: B2TAX MAP 75 3 20JOHN W. TRUBAN AND WILLIAM A. TRUBAN, JR.TRUSTEES OF TE SULKY DRIVE LAND TRUSTUNDER AGREEMENT DATED MAY 1, 2009INSTRUMENT 090006301ZONE: B2AC1WATER VAULT2" METERWWS S S EEGASGAS 000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000000000000000000000000000000 00000000000050 51 52 1314151239 3 2 34 40 35 36 37 6061 62 24 20 A 38 30 31SAND/OIL INTERCEPTOR(TYP). SEE PLUMBINGPLAN FOR DETAILSREMOVE EX STORMPIPE TO PROP EW-1RIPRAP D50=1.0' La = 15'2 3 C D E F G Ex.C 36 A 65 6 4 69 68 67 66 SD2 0 ' t y p 9' t y p 2 2 ' t y p 20' typ9' typ24' typ WpWpWpWp10 11 12 12+63.1= 16° HB13 13+58= 19° HB14 14 + 5 4 . 8 1 1 + 8 9 . 2 3 1 2 + 5 0 . 0 1 1 2 + 5 4 . 2 4 1 3 + 3 0 . 3 3 1 2 + 9 0 . 2 4 W W W W W W W W W W W W EX STORMWATER MNGT AREAFDCPROPOSEDSERVICEADDITIONFF=733.72Existing 31,324 SF Honda New Car StoreHeight = 22.4' ± FF = 733.71Tax Map 75 A 11CZoning: B22.93 acresProposed 13,188 SF AdditionHeight = 24' ±FF=733.71Proposed 1,569 SF AdditionHeight = 21.7' ± FF=733.71Proposed 544 SF AdditionHeight = 21.7' ±FF=733.71EX METAL BLDG TBREX DUMPSTERS TOBE RELOCATEDHEAVY PAVEMENTH E A V Y P A V E M E N TLIGHT PAVEMENTL IGH T P A V EM E N T LIGHT PAVEMENTPAVERSPAVERS HEAVY PAVEMENT DUMPSTERENCLOSURE. SEEDETAILS SHT 10CONC. PAVEMENTCG-6TYPCG-6 SPILL (TYP)CG-6 (TYP)CG-6 SPILL 50' BUILDING RESTRICTION LINE10' PARKING SETBACK LINE PRIVATE ENTRANCE ROADUS ROUTE 11 - VALLEY PIKE PROP 16' X 20'DAMAGED BATTERYSTORAGE (HONDA)Existing 12,352 SF Crosspoint Used Car StoreProposed 22,154 SF Hyundai StoreHeight = 22.4'±Proposed Site Area = 6.75 acresPROPOSEDSHOWROOMADDITIONFF=733.72OIL-WTRSEPERATOR. SEEPLUMBING PLANSCUSTOMER EVCHARGEINVENTORY EVCHARGEPROP 16' X 20'DAMAGED BATTERYSTORAGE(HYUNDAI)N A M E 10 LF OF CG-7.TRANSITION CURBTO CG-6 IN 12"10 LF OF CG-7.TRANSITION CURBTO CG-6 IN 12"CG-6 (typ)CG-3CG-2CG-6 (typ)CG-6 (typ)CG-2CG-2CG-64" CONC4"CONC4"DISPLAYCONC.4"DISPLAYCONC.4" CONC 4" CONC 4" CONC4" CONC4" CONC4" CONC4" CONCCG-6CG-6CG-6CG-2CG-2CG-2DUMPSTERENCLOSURE. SEEDETAILS SHT 11CONC.PVMTVEHICLE DISPLAY PAD.SEE DETAILS SHT 11FUTURE VEHICLEDISPLAY PAD.FUTURE PAVERSPAVERS ROTATE AND RESETDI-3 ON NEW BASE12' X 45' LOADING SP12' X 45' LOADING SP10' PARKING SETBACK LINE10' PARKING SETBACK L I N E VDOT CG-12SEE DETAIL SHT 295' CONC.SIDEWALKEX. MONUMENTSIGNSEE CMA HYUNDAI SITEPLAN FOR DETAILS WORKIN THIS HATCHED AREAEXISTINGSTORMWATERMNGT BASINEXPANDED STORMWATER MNGTBASIN.·CONTRACTOR TO MAINTAINDURING CONSTRUCTION·OWNER TO MAINTAIN UPONCOMPLETION OFCONSTRUCTIONAC1E2E1E1SD1PRESERVE TREES INPAVER AREA10' PARKING SETBACK LINEW3DATE:SCALE:CHECKED BY:SHEET OF 29Honda Store Carter Myers Automotive LOTS 11C, 11L, 11M BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJuly 6, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/6/23SITE PLAN04080 8111122 SITE DETAILS HEAVY DUTY PAVEMENT SECTIONn.t.s.2" SM-9.5A ASPHALT12" - 21B AGGREGATECOMPACTED SUBGRADE3" BM-25 ASPHALTNOTES1. JOINTS WHERE NEW PAVEMENT ABUTS EXISTING PAVEMENTSHALL BE SAW CUT TO PROVIDE A SMOOTH STRAIGHT EDGE.A 10' WIDE STRIP OF THE EXISTING PAVEMENT ADJACENT TOTHE JOINT SHALL BE MILLED TO A DEPTH EQUAL TO THETHICKNESS OF THE SURFACE COURSE, AND THE NEWSURFACE COURSE SHALL EXTEND THROUGH THIS MILLEDAREA.LIGHT DUTY/PARKING AREAPAVEMENT SECTIONfor hatched area parking spacesn.t.s.2" SM-9.5A ASPHALT12" - 21A AGGREGATECOMPACTED SUBGRADECROSS SLOPE @ 14" : 1'PROP. 4" CONC.SIDEWALK 3000PSICONC.4" 21-A AGG.OVER COMPACTEDSUBGRADE6x6 - W1.4xW1.4 WWF1-1/2" MIN. COVERSIDEWALK & DISPLAY SECTIONNOT TO SCALE·LIGHT BROOM FINISH.·PLAN FOR JOINTS AND EXPANSIONJOINTS TO BE PROVIDED BYCONTRACTOR.NOTE: DUMPSTER PAD TURN DOWN TO EXTEND18" BELOW TOP OF SLAB, AND SHALL INCLUDE 1GRADE 60 CONTINUOUS NO. 5 DEFORMED BARTOP AND BOTTOM OF THE SECTION.CONCRETE PAVEMENT SECTIONfor area under and near dumpstersand vehicle display padsn.t.s.6" VDOT A4 4000 PSI CONC. W/C116 FIBER ~4LBS/YD3AND WELDED WIRE REINFORCEMENT(6"x6" W1.4 x W1.4)12" - 21A AGGREGATECOMPACTED SUBGRADEPAVER SECTIONfor area near Route 11n.t.s.3-1/8" EAGLE BAY AQUA-BRIC 4 "L" PERMEABLEPAVERS WITH #8 STONE IN JOINTS2" - #8 AGGREGATECOMPACTED SUBGRADE4" - 21A AGGREGATEPERIMETER CONC.GRADE BEAM, CLASSA3 12"W X 18"H93" PVC DRAIN @50' O.C. DRAIN TODAYLIGHTDATE:SCALE:CHECKED BY:SHEET OF 29Honda Store Carter Myers Automotive LOTS 11C, 11L, 11M BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJuly 6, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/6/23CROSS SLOPE @ 14" : 1'PROP. 4" CONC.SIDEWALK 3000PSICONC.4" 21-A AGG.OVER COMPACTEDSUBGRADE6x6 - W1.4xW1.4 WWF1-1/2" MIN. COVERSIDEWALK SECTION - ROUTE 11NOT TO SCALE·LIGHT BROOM FINISH.·PLAN FOR JOINTS AND EXPANSIONJOINTS TO BE PROVIDED BYCONTRACTOR.R/W11' +/-7' +/-5' DUMPSTER SIDELOADING DOCK SIDE3"X3"X1/4" STL ANGLEFRAMEWITH WELDEDMITEREDCORNERS3"X3"X1/4" STL ANGLE FRAMEWITH WELDED MITEREDCORNERS6" DIA. CONC. FILLED STEELPIPE (PAINTED) ROUND OFFTOP AS SHOWN20 GAUGE USB TYPE "B"DECKING WELDED TO STL.ANGLE(2) 1-1/2" X3" STL. ANGLEWELDED TO 3"X3" STL. FRAMEAND TO METAL DECK6" DIA. CONC. FILLED STEELPIPE (PAINTED) TO EXTEND3'-6" INTO FTG.1'-6" DIA. X 4'-0" CONC.FTG.1/2" STD. STL BOLTS1/2" STD. STL BOLTS1/2" STD. STL BOLTS6" HINGE COLLAR W/GREASE FITTING3" STL. COLLARWELDED TO POST6" HINGE COLLAR W/GREASE FITTING3" STL. COLLARWELDED TO POST6" HINGE COLLAR W/GREASE FITTING3" STL. COLLARWELDED TO POST4'-0" N.T.S.3'-0" N.T.S. 2" MIN NO. 6 BAR 12" LONGEACH WAY THRU PIPE18" DIAM. CONC. BASECONC. SLABOR (ASPHALT PAVEMENTAS INDICATED ON SITEPLAN)4" DIA. STANDARD PIPE FILLEDWITH CONCRETE AND PAINTEDSAFETY YELLOW (2 COATS MIN.)SLOPED MORTAR CAP6'-0"@ DUMPSTER ENCLOSURE1'-0"CONCRETESLAB,RE: CIVILGRADE PER CIVILFOOTING PERSTRUCTURALDRAWINGS8" CMU WALL. PARGE ANDPAINT TO MATCH THEBUILDING FACADE. SEESTRUCTURAL DRAWINGSFOR REINFORCINGREQUIREMENTS.35'-8"34'-4"10'-7"1'±10'-7"1'±10'-7"102310TYP.105TYP.104TYP.CONCRETE PAVEMENTDUMPTERSBY OWNERDUMPTERSBY OWNERDUMPTERSBY OWNER20 GAUGE USB TYPE B DECKINGWELDEDTO STL. ANGLE GATE TO BEPAINTED3"x3"x1/4" STL. ANGLE FRAME W/WELDED FRAME W/ WELDEDMITERED CORNERSHEAVY DUTY SUPPORT WHEEL EA.GATE 360 ROTATIONA-1025TYP.4'-0" N.T.S.3'-0" N.T.S. 2" MIN NO. 6 BAR 12" LONGEACH WAY THRU PIPE18" DIAM. CONC. BASECONC. SLABOR (ASPHALT PAVEMENTAS INDICATED ON SITEPLAN)4" DIA. STANDARD PIPE FILLEDWITH CONCRETE AND PAINTEDSAFETY YELLOW (2 COATS MIN.)SLOPED MORTAR CAP2 1/2"5 1/4"3 1/4"6" X 5-1/2" X 1/4" PL CONT.WELD TO COLLAR W/SLOTTED HOLES3" X 3" X 1/4" STL ANGLEFRAME W/ WELDEDMITERED CORNERS20 GAUGE USB TYPE BDECKING WELDED TOSTL ANGLES1/2" STD. STL BOLTS(2)1-1/2" X 3" STL. ANGLEWELDEDTO 3" X 3" STL. FRAME &TO METAL DECKWALL ENCLOSURE.GALV. 6" DIA. CONC.FILLED STEEL PIPE(PAINTED XP-4)3" STL. COLLARWELDED TO POSTW.6" HINGE COLLAR &GREASEFITTINGNOTE:ALL STEEL TO BEGALVANIZEDSITE DETAILS 3" = 1'-0"5DUMPSTER ENCLOSURE BOLLARD DETAIL 1" = 1'-0"4BOLLARD DETAIL 1" = 1'-0"3WALL SECTION @ DUMPSTER 1/2" = 1'-0"2DUMPSTER GATE ELEVATION10BOLLARDS (TYP) 3" = 1'-0"1ENLARGED PLAN AT DUMPSTER 1" = 1'-0"4BOLLARD DETAIL 1 1/2" = 1'-0"6DUMPSTER ENCLOSURE PLAN DETAILDATE:SCALE:CHECKED BY:SHEET OF 29Honda Store Carter Myers Automotive LOTS 11C, 11L, 11M BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJuly 6, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/6/23 INSTALL FIREHYDRANT ASSEMBLY,6" dip, 6" GATE VALVE,2" WATER SERV LINE,AND 1-1/2" WATERMETERAPPROX ROUTE OF EXSAN SEWER LATERAL.SEE STRUCTURAL PLANFOR FOUNDATIONCROSSING DETAIL.E4E5E1TAX MAP 75 3 21GARDEN OF EDEN, LLCINSTRUMENT 0400000132ZONE: B2TAX MAP 75 5 5ORANGE PARTNERS, LLCINSTRUMENT 050026393ZONE: B2TAX MAP 75 5 4ALDI INC. (MARYLAND)INSTRUMENT 080008646ZONE: B2TAX MAP 75 5 10ORANGE PARTNERS, LLCINSTRUMENT 080007552ZONE: B2TAX MAP 75 3 20JOHN W. TRUBAN AND WILLIAM A. TRUBAN, JR.TRUSTEES OF TE SULKY DRIVE LAND TRUSTUNDER AGREEMENT DATED MAY 1, 2009INSTRUMENT 090006301ZONE: B2SS1W1W2SS2W2W2SS2AC11 0 2 7 3 5 . 3 8 T S - R B CWATER VAULT2" METERWWS S S EEGASGAS 000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000000000000000000000000000000 0000000000005 0 51 52 1314151239 32 34 40 35 36 37 6061 62 24 20 A 38 3 0 31SAND/OIL INTERCEPTOR(TYP). SEE PLUMBINGPLAN FOR DETAILSREMOVE EX STORMPIPE TO PROP EW-1RIPRAP D50=1.0' La = 15'23 ···C D E F G Ex.C 36 A 65 64 69 68 67 66 SD1010+63.41011121310 WpWpWpWp10 11 12 13 14 14 + 5 4 . 8 W W W W W W W W W W W WREPLACE FIREHYDRANT ANDGATE VALVEFDCEX TEE BELIEVED TO BE8"X6". CONTRACTOR TOVERIFY AND REPLACEWITH 8" X 8" TEE IFNEEDED.REPLACE EX 6"WATER MAIN WITH 8"DIP WATER MAINSEE CMA HYUNDAI SITEPLAN FOR DETAILS WORKIN THIS HATCHED AREAPROP 10' FREDERICK WATER ESMT AC1E2E1E1SD1ALL EX. FIRE HYDRANTS TOHAVE BOLLARDS INSTALLED(TYP). SEE DETAIL SHT 12.W3PROP 20' FREDERICKWATER ESMTWATER AND SEWER NOTES1. 10' OF HORIZONTAL SEPARATION TO BE PROVIDED BETWEEN UTILITIES.2. ALL STRUCTURES PLACED IN TRAVELWAYS SHALL BE CERTIFIED TOSUPPORT TRAFFIC (MANHOLES, OIL-WATER SEPARATORS, ETC.)3. FIRE METER BACKFLOW DEVICES AND ASSOCIATED PIPING SHALL BE PERFREDERICK WATER INSPECTORS REQUIREMENTS.4. MECHANICAL JOINT SOLID SLEEVES ARE REQUIRED WHERE NECESSARY.5. EXISTING WATER AND SEWER FACILITIES ON THIS SITE HAVE NOT BEENACCEPTED INTO FREDERICK WATER’S SYSTEM AND BOTH SHALL BEEVALUATED BY THE OWNER FOR COMPLIANCE WITH FREDERICK WATER’SCURRENT STANDARDS AND SPECIFICATIONS. THE SYSTEMS SHALL BETESTED AND ANY DEFICIENCIES CORRECTED. ALL WORK PERFORMED PERTHE FREDERICK WATER INSPECTOR’S REQUIREMENTS.6. SANITARY SEWER BY-PASS PUMPING NOTES:CONTRACTOR SHALL:a. COORDINATE A MEETING WITH THE FREDERICK WATER INSPECTOR ATCOMMENCEMENT OF LAND DISTURBANCEb. SUPPLY NECESSARY LABOR, EQUIPMENT AND MATERIALS TO FREDERICKWATER STAFF ASSISTING WITH BY-PASS PUMPINGc. HAVE SUFFICIENT RESOURCES ON-SITE TO ACCOMPLISH THE SHUT DOWNTASKS PER FREDERICK WATER INSPECTOR’S REQUIREMENTS. NIGHT TIMEWORK MAYBE REQUIRED.d. SCHEDULE SHUTDOWN WITH THE FREDERICK WATER INSPECTOR,FREDERICK COUNTY FIRE MARSHALL, AND ALL AFFECTED CUSTOMERS ATLEAST (7) DAYS IN ADVANCE, AND MAKE PREPARATIONS AS REQUIRED BYALL PARTYS.e. PROVIDE SALVAGED MATERIALS TO FREDERICK WATER INSPECTORf. RESHAPE INVERT AND SEAL NEW PIPE CONNECTION TO MANHOLEg. PERFORM ALL WORK PER FREDERICK WATERS INSPECTORSREQUIREMENTS.7. WATER MAIN CONNECTION NOTES:CONTRACTOR SHALL:a. TEST PIT THE EXISTING MAINS PER FREDERICK WATER INSPECTOR’SREQUIREMENTS.b. INSTALL JOINT RESTRAINTS ON EXISTING WATER MAIN PER CURRENTFREDERICK WATER REQUIREMENTS PRIOR TO SHUT DOWN.c. PREPARE WORK AS FAR IN ADVANCE AS POSSIBLE TO MINIMIZE SHUTDOWN TIME.d. HAVE SUFFICIENT RESOURCES ON-SITE TO ACCOMPLISH TASKS PERFREDERICK WATER INSPECTOR’S REQUIREMENTS.e. PREPARE A WATER SHUT DOWN PLAN SATISFACTORY TO THE FREDERICKWATER INSPECTOR. A FIRE WATCH, NIGHT TIME WORK ETC. MAYBEREQUIRED.f. SCHEDULE SHUTDOWN WITH THE FREDERICK WATER INSPECTOR,FREDERICK COUNTY FIRE MARSHALL, AND ALL AFFECTED CUSTOMERS ATLEAST (7) DAYS IN ADVANCE, AND MAKE PREPARATIONS AS REQUIRED BYALL PARTIES.8. OIL/SAND INTERCEPTOR NOTES:a. TANK SECTIONS SHALL BE BOLTED TOGETHERb. WATERTIGHT BOLT DOWN FRAME AND COVERS ARE REQUIREDc. PENETRATIONS SHALL HAVE BOOTSd. CONTRACTOR SHALL COORDINATE INSTALLATION AND INSPECTIONS WITHBOTH FREDERICK COUNTY INSPECTIONS DEPARTMENT AND FREDERICKWATER8. UTILITY ABANDONMENT NOTES:a. EXISTING UTILITY PIPES AND APPURTENANCES THAT ARE NOT PART OFTHE FINISHED SYSTEM SHALL BE REMOVED AND DISPOSED OF BY THECONTRACTOR. THIS SHALL INCLUDE MANHOLES, VAULTS, VALVES, ETC.9. ALL VALVE BOXES, FIRE HYDRANTS, MANHOLES AND OTHER SURFACEMOUNTED WATER AND SEWER SYSTEM FEATURES ARE TO BE ADJUSTED TOGRADE.REMOVE EX. PIPE, TEEAND VALVES NOTUSED IN ULTIMATESYSTEM.NEW 8"WATER MAINFIRE RISER DETAILn.t.s.WATER MAIN CONNECTION DETAILn.t.s.WATER MAIN CONNECTION DETAIL NEAR PROP LINEn.t.s.EX 8" WATERMAIN TBR·INSTALL NEW 45° BEND·INSTALL NEW GATE VALVEPROP 32'FREDERICK WATERESMTPROP 32'FREDERICK WATERESMTPROP 20'FREDERICK WATERESMT1'9'FREDERICK WATEROWNERSHIP ANDMAINTENANCECARTER MYERSOWNERSHIP ANDMAINTENANCEGATE VALVEON TEEFACE OF BUILDINGFIRE RISERF.W. ESMT LIMITSEX. WATER MAIN ANDFIRE HYDRANTNEW WATER MAINAND GATE VALVE45° BENDCONTRACTOR TO INSTALLTEMP TEE AND GATE VALVEFOR TESTING ONLY.REMOVE UPON COMPLETIONOF TESTING.DATE:SCALE:CHECKED BY:SHEET OF 29Honda Store Carter Myers Automotive LOTS 11C, 11L, 11M BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJuly 6, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/6/23UTILITY PLAN04080 11EASEMENT INDEXSS1EX. 20'SANITARY SEWER EASEMENTDB 954 PG 1310SS2EX. 20' SANITARY SEWER EASEMENTINSTRUMENT 040016095(NO EVIDENCE OF FCSA TAKING EASEMENTS)W1EX 20' WATER LINE EASEMENTDB 954 PG 1310W2EX 20' WATER LINE EASEMENTINSTRUMENT 040016095(NO EVIDENCE OF FCSA TAKING EASEMENTS)W3 EX 20' WATERLINE EASEMENTINSTRUMENT 080007552AC1 ACCESS EASEMENTINSTRUMENT 008000552E1 EX. NORTHERN VIRGINIA POWER COMPANY ELECT. EASEMENTDB 201 PG 93 NO WIDTH DEFINEDE2 EX. POTOMAC EDISON CO ELECTRIC EASEMENTDB 661 PG 238 (APPROX LOCATION)E3 EX. 20' SHENANDOAH VALLEY ELECT COOP EASEMENTINSTRUMENT 120012536 (CENTERED ON INSTALLED UTILITY)E4 EX. 30' POTOMAC EDISON CO. EASEMENTINSTRUMENT 040017060E5 EX. 10' POTOMAC EDISON CO. EASEMENTINSTRUMENT 040017060PA1 EX. PRIVATE ACCESS EASEMENTINTRUMENT 090013383SD1 EX. 100' X 190' STORMWATER MNGT AND DRAINAGE EASEMENTINSTRUMENT 090013383SD2 EX. 10' DRAINAGE AND UTILITY EASEMENTDB 6952 PG 490SD3 EX. 5' SLOPE AND DRAINAGE EASEMENTDB 692 PG 490222 UTILITY DETAILS 12DATE:SCALE:CHECKED BY:SHEET OF 29Honda Store Carter Myers Automotive LOTS 11C, 11L, 11M BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJuly 6, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/6/23 +5010+00 +50 11+00 +50 12+00 +50 13+00 +50 14+00 +50 15+00700705710715720725730735740745750700705710715720725730735740745750+50 10+00 +50 11+00700705710715720725730735740745750700705710715720725730735740745750+50 10+00 +50 11+007007057107157207257307357407457507007057107157207257307357407457506X6 TEE 8X6 REDUCER 45 HB 8" VALVE 8X8 TEE BLDG 6"VALVE 6X6 TEE6" VALVE FH 22.5 HB45 HB8x8 TEE45 HB45 HB 45 HB8"VALVE CONECT TO EXISTING WATERMAIN 10+00.0=10+25.6=11+05.6=11+54.6=11+61.1=12+45.8= 13+27.0=13+30.0= 14+26.1= 10+00.0= 10+05.0= 10+42.5= 10+53.4= 10+56.6= 10+00.0= 10+33.9= 10+39.9=10+47.2= 10+63.4= 45 HB CONNECT TO EXISTING WATER MAIN PROPERTY LINE AIR RELEASE VALVE12+26.0= AIR RELEASE VALVE13+02.6= 13+35.9=8" X 8" TEE +50 0+00 +50 1+00 +50 2+00 +50 3+00 +50 4+00 +50 5+00 +50 6+00 +5070070571071572072573073574074575070070571071572072573073574074575036'-8"PVC SDR 35/26@ 0.50%122'-8" PVC SDR 35/26 @ 1.28%162'-8" PVC SDR 35/26 @ 0.64%121'-8" PVC SDR 35/26 @ 0.61%18'-8"PVC SDR 35 /26@ 0.89%96'-8" Ex.PVC SDR 35/26 @ 0.40%0+00.0 48" EX. SAN.MH. SEE DETAIL THIS SHEET Inv.IN=721.80 Inv.Out=721.67 0+36.5 48"SAN.MH. Inv.IN=722.18 (Frm.D-8")Inv.Out=721.98 1+58.1 48"SAN.MH. Inv.IN=723.94 (Frm.E-8") Inv.Out=723.74 3+20.2 48"SAN.MH. Inv.IN=725.18 (Frm.F-8") Inv.Out=724.98 4+41.3 48"SAN.MH. Inv.IN=726.12 (Frm.G-8") Inv.Out=725.924+59.1 48"SAN.MH. Inv.IN=726.48 (Frm.Ex.C-8") Inv.Out=726.28 5+55.0 Ex.48"SAN.MH. Inv.Out=726.86 EXISTING Rim=728.68 Rim=728.36 Rim=732.65 Rim=733.34 Rim=733.51 Rim=733.51 EXISTING Rim=732.83 RESHAPE FLOW LINE WATER & SEWER PROFILES 13Scale: 1" = 50' H 1" = 5' VBScale: 1" = 50' H 1" = 5' VBDATE:SCALE:CHECKED BY:SHEET OF 29Honda Store Carter Myers Automotive LOTS 11C, 11L, 11M BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJuly 6, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/6/23SEE DETAIL ON SHEET 11FOR LIMITS OFOWNERSHIP ANDMAINTENANCE FOR FIRERISER. TAX MAP 75 3 21GARDEN OF EDEN, LLCWATER VAULT2" METERWWS S S S EEE 2 5 2 5 2 6 3 3 2 7 6 2 2 7 6 0 2 8 0 0 2 7 2 4 2 7 6 9 2 6 8 2 2 7 4 0 2 7 1 8 2 7 1 1 2 6 8 9 2 6 4 2 2 6 7 3 2 6 6 0 2 6 4 9 2 6 3 8 2 6 0 5 2 5 7 3 2 5 9 1 2 6 2 8 2 6 4 3 2 7 8 5 2 7 7 2 2 7 6 1 2 7 3 3 2 7 1 6 2 6 8 5 2 6 8 9 2 7 3 2 2 7 4 9 2 7 8 8 2 7 9 0 2 7 9 2 2 7 3 0 2 6 9 3 2 6 8 9 2 8 1 8 2 8 6 0 3 0 3 9 3 0 4 8 3 1 4 5 3 1 2 5 3 3 5 4 3 4 2 5 3 3 0 5 3 2 0 9 3 1 8 7 3 4 1 4 3 2 5 0 3 2 4 5 3 2 4 0 3 2 6 8 3 3 0 6 3 2 6 1 3 2 0 9 3 1 4 7 2 6 2 0 2 7 9 0 2 7 4 7 2 8 9 4 2 8 7 1 2 7 3 6 2 6 9 1 2 9 8 0 3 0 2 1 3 0 3 9 3 0 8 8 3 1 7 7 3 1 5 0 3 2 7 2 3 2 5 2 3 2 4 7 3 1 1 4 3 1 3 7 3 1 4 8 3 0 6 2 3 0 7 7 3 0 0 8 2 9 5 6 2 9 3 9 3 1 5 1 3 2 1 0 3 3 5 0 3 3 2 2 3 3 1 5 3 3 1 5 3 3 5 0 3332 3 3 1 4 3 2 8 0 3 3 0 8 3 3 0 8 3 2 8 0 3 3 6 7 3528 3567 3 4 8 5 3 5 3 8 3 6 2 7 3 6 0 5 33713116 3 5 1 9 3 1 3 6 3 2 7 2 2 0 5 2 2 1 3 8 2 0 7 4 2 1 8 7 2 1 3 5 2 0 7 8 2 0 0 0 1 9 8 1 2 6 1 8 3 2 5 4 L O D L O D L O D L O D LOD L O D L O D L O D L O D 3 3 7 3 3 7 356 352290352 352 28 5 356356 26 0 29 5 325352352330300250240352352352285 L O D L O D L O D L O D L O D L O D LOD LOD LOD L O D 30 5 35 0 3318 3 3 1 8 33213340 3 2 0 5 3360 FF=733.713 3 6 0 2113318325325TCTCTCFF=733.72290 30 5 GAS GAS GAS 00000000000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00000000000000000000000000000000000000000000000000000000000000000000 000000000000000005 0 5 1 5 2 131415123 9 3 2 34 4 0 35 3637 60 24 2 0 A 3 8 3 0 3 1SAND/OIL INTERCEPTOR(TYP). SEE PLUMBINGPLAN FOR DETAILSREMOVE EX STORMPIPE TO PROP EW-1RIPRAP D50=1.0' La = 15'23 ···C D E FGEx.C36 A 656469686766SDSDSANSAN SANSANSANSANSANWp WpWpWpWpWpWp10 11 12 12+63.1= 16° HB13 13+58= 19° HB14 14 + 5 4 . 8 1 1 + 8 9 . 2 3 1 2 + 5 0 . 0 1 1 2 + 5 4 . 2 4 1 3 + 3 0 . 3 3 1 2 + 9 0 . 2 4 W W W W W W W W W W W W W W W WFDCSEE CMA HYUNDAI SITEPLAN FOR DETAILS WORKIN THIS HATCHED AREAE1E1SD1PROP 20' FREDERICKWATER ESMTPROP 32'FREDERICK WATERESMTPROP 32'FREDERICK WATERESMTPROP 20'FREDERICK WATERESMTDATE:SCALE:CHECKED BY:SHEET OF 29Honda Store Carter Myers Automotive LOTS 11C, 11L, 11M BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJuly 6, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/6/23GRADING PLAN03060 14 TAX MAP 75 3 21GARDEN OF EDEN, LLCINSTRUMENT 0400000132ZONE: B2WATER VAULT2" METERWWS S S S E 3 0 3 9 3 0 4 8 3 1 4 5 3 1 2 5 3 3 5 4 3 4 2 5 3 1 8 7 3 4 1 4 3 2 7 2 3 2 5 2 3 2 4 7 3 0 3 0 7 7 3 0 0 8 3 1 5 1 3 2 1 0 3 3 5 0 3 3 2 2 3 3 1 5 3 3 1 5 3 3 5 0 3 3 3 2 3 3 1 4 3 2 8 0 3 3 0 8 3 3 0 8 3 2 8 0 3 3 6 7 3 5 2 8 3 5 6 7 3 4 8 5 3 5 3 8 3 6 2 7 3 6 0 5 3 3 7 1 3 1 1 6 3 5 1 9 3 1 3 6 3 2 7 2 3 2 5 4 L O D L O D L O D 3 3 7 3 3 7 35 6 35 2 29 0 35 2 35 2 28 5 35 6 35 6 29 5 35 2 35 2 33 0 30 0 25 0 24 0 35 2 35 2 35 2 28 5 L O D L O D L O D L O D L O D 30 5 35 0 739 738739 3 3 1 8 3 3 1 8 3 3 2 1 3 3 4 0 3 2 0 5 3 3 6 0 FF=733.713 3 6 0 3 3 1 8 32 5 32 5 T C T C T C FF=733.72GAS 14151239 3 4 40 3 5 36 3 7 6 0 6 1 6 2 2 4 3 8SAND/OIL INTERCEPTOR(TYP). SEE PLUMBINGPLAN FOR DETAILS23 D E F G E x . C 36 A 69 68 SDSDSANSANSANSANSANSANWp WpWpWpWpWpWp10 11 12 12+63.1= 16° HB13 13+58= 19° HB1 1 + 8 9 . 2 3 1 2 + 5 0 . 0 1 1 2 + 5 4 . 2 4 1 3 + 3 0 . 3 3 1 2 + 9 0 . 2 4 W W W W W W W W W W W W WFDCSEE CMA HYUNDAI SITEPLAN FOR DETAILS WORKIN THIS HATCHED AREAPROP 10' FREDERICK WATER ESMT E2PROP 32'FREDERICK WATERESMTPROP 32'FREDERICK WATERESMTDATE:SCALE:CHECKED BY:SHEET OF 29Honda Store Carter Myers Automotive LOTS 11C, 11L, 11M BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJuly 6, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/6/23GRADING PLAN03060 14A2 EROSION & SEDIMENT CONTROL NARRATIVE Erosion and Sediment Control NarrativeProject DescriptionThis project consists of remodeling and expanding the Honda auto dealership and supporting site features. 4.5 acres of land will be disturbed withthe construction of this project.Date of ConstructionConstruction is planned to begin the 3rd quarter of 2023 and end in the 3rd quarter of 2024.Existing Site ConditionsThe site is currently a Honda car dealership store.Adjacent PropertyThe project is located in the Kernstown area of Frederick County south of Route 37, and between I-81 and Route 11.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 with 34% Carbo-Oaklet silt loam with 2-15% slopes, 22.2% Chilhowie silty clay loam with 7 to 15% slopes, and 43.9% Oaklet silt loam, 2 to 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 tominimum standards and specifications of the Virginia Erosion and Sediment Control Handbook. The minimum standards of the handbook shall beadhered to 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 Entrance (3.02) installed at the entrance to the site to minimize mud carried ontothe roadway.3. Clearing and grubbing for sediment control and sediment trapping devices only. Silt Fence Barrier (3.05) or temporary diversion dikes (3.09)are to be installed down-slope of work areas and around the on-site stockpile area to filter sediment-laden runoff from sheet flow asindicated on the plans.4. Construct and/or place sediment trapping and sediment control devices.PHASE 21. 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 sitefor later use. The excess topsoil shall be removed and disposed of by the contractor. All stockpiles shall be stabilized with seeding andsurrounded with silt fence.2. Rough grade the site.3. Storm drain structures and pipe shall be installed. Inlet protection (3.07) shall be installed as shown on the plans around inlets to filtersediment-laden runoff. The area shall be stabilized upon completion of grading.5. Final grading.6. Top Soiling (3.30) and Surface Roughening (3.29) shall be applied to all areas that will be seeded.7. Permanent Seeding (3.32) shall be applied as soon as the grading operations are completed.8. 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 of these measures throughout the project is critical to the effectiveness of the program. Devices listed herein are considered to beminimum erosion and sediment controls. Addition E&S measures may be necessary due to contractor phasing or other unforeseen conditions. It isthe 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, thetemporary E&S controls will be cleaned up and removed.Permanent StabilizationAll areas disturbed by construction shall be stabilized with permanent seeding immediately following finish grading. Seeding shall be done withKentucky 31 Tall Fescue according to Std. & Spec. 3.32, PERMANENT SEEDING, of the handbook. Mulch (straw or fiber) will be installed over fillslopes which have been brought to final grade and have been seeded to protect the slopes from hill and gully erosion and to allow the seed togerminate properly will be used on relatively flat areas. In all seeding operations, seed, fertilizer, and lime will be applied before mulching.STORMWATER MANAGEMENTThis project does increase the impervious area of the site. A stormwater management system will be constructed to manage stormwater runoff.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 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 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 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 than14 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 step inany land-disturbing activity and shall be made functional before upslope land disturbance takes place.5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation.6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin.a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areasless 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 calculations shallcorrespond 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 withinone 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 required temporaryor permanent channel lining shall be installed in both the conveyance channel and receiving channel.12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize thework area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams.Earthen fill may be used for these structures if armored by nonerodible cover materials.13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossingconstructed of nonerodible material shall be provided.14. All applicable federal, state and local requirements pertaining to working in or crossing live watercourses shall be met.15. The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed.16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria:a. No more than 500 linear feet of trench may be opened at one time.b. Excavated material shall be placed on the uphill side of trenches.c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a mannerthat 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 control disposalarea. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well asto 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 measuresare no longer needed, unless otherwise authorized by the VESCP authority. Trapped sediment and the disturbed soil areas resulting from the dispositionof temporary measures shall be permanently stabilized to prevent further erosion and sedimentation.19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increasesin volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the followingstandards and criteria. Stream restoration and relocation projects that incorporate natural channel design concepts are not man-made channels and shallbe exempt from any flow rate capacity and velocity requirements for natural or man-made channels:a. Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural or man-made receiving channel,pipe or storm sewer system. For those sites where runoff is discharged into a pipe or pipe system, downstream stability analyses at the outfall of thepipe 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 thecontributing 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 cause erosionof 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 itsbanks 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 the pipe orsystem.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 outfalls into anatural channel or will not cause the pre- development peak runoff rate from a ten-year storm to increase when runoff outfalls into a man- madechannel; or provide a combination of channel improvement, stormwater detention or other measures which is satisfactory to the VESCP authority toprevent 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 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 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 requirements fornatural or man-made channels shall satisfy the flow rate capacity and velocity requirements for natural or man-made channels if the practices aredesigned 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 of theforested peak flow rate by a reduction factor that is equal to the runoff volume from the site when it was in a good forested condition divided by therunoff 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 this subsectionshall be satisfied by compliance with water quantity requirements in the Stormwater Management Act (§62.1-44.15:24 et seq. of the Code of Virginia)and attendant regulations, unless such land-disturbing activities are in accordance with 9VAC25-870-48 of the Virginia Stormwater ManagementProgram (VSMP) Permit Regulations.m. Compliance with the water quantity minimum standards set out in 9VAC25-870-66 of the Virginia Stormwater Management Program (VSMP) PermitRegulations shall be deemed to satisfy the requirements of Minimum Standard 19.15DATE:SCALE:CHECKED BY:SHEET OF 29Honda Store Carter Myers Automotive LOTS 11C, 11L, 11M BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJuly 6, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/6/23 TAX MAP 75 3 21GARDEN OF EDEN, LLCINSTRUMENT 0400000132ZONE: B2TAX MAP 75 5 5ORANGE PARTNERS, LLCINSTRUMENT 050026393ZONE: B2TAX MAP 75 5 4ALDI INC. (MARYLAND)INSTRUMENT 080008646ZONE: B2TAX MAP 75 5 10ORANGE PARTNERS, LLCINSTRUMENT 080007552ZONE: B2TAX MAP 75 3 20JOHN W. TRUBAN AND WILLIAM A. TRUBAN, JR.TRUSTEES OF TE SULKY DRIVE LAND TRUSTUNDER AGREEMENT DATED MAY 1, 2009INSTRUMENT 090006301ZONE: B21 0 2 7 3 5 . 3 8 T S - R B CWATER VAULT2" METERWWS S S EEGASGAS XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X XXX X X XXXXXXXSFSFSFSFSFSFSFSF000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000000000000000000000000000000 000000000000SD32B6C8C 6C 0000000000000000000000000 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0000000000000000000000000000000000000000000 000000000000SANSANSANSANWpWpWpWp10 11 12 12+63.1= 16° HB13 13+58= 19° HB14 14 + 5 4 . 8 1 1 + 8 9 . 2 3 1 2 + 5 0 . 0 1 1 2 + 5 4 . 2 4 1 3 + 3 0 . 3 3 1 2 + 9 0 . 2 4 W W W W W W W W W W W WFDCCE SBBAFFLE REQDFOR SEDIMENTBASIN.SEE SHT 17 FORSEDIMENT BASINGRADING PLANRRClass IIT = 2.5'CDRRClass IIT = 2.5'CONFIGURE OUTLETSTRUCTURE AS SEDIMENTBASIN FOR E & S DURINGCONSTRUCTION. SEE DETAILSHT 19.IPIPSEE CMA HYUNDAI SITEPLAN FOR DETAILS WORKIN THIS HATCHED AREAXXXXXXXXXXXXSF DATE:SCALE:CHECKED BY:SHEET OF 29Honda Store Carter Myers Automotive LOTS 11C, 11L, 11M BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJuly 6, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/6/23PHASE 1 EROSION & SEDIMENT CONTROL PLAN04080 16E&S LEGENDCEConstruction EntranceCIPCulvert Inlet Protection FILTREXSBSediment BasinSFSilt FenceRRRip RapCDCheck Dam IPInlet ProtectionTOTop SoilingTSTemporary SeedingPSPermanent Seeding2 TAX MAP 75 3 21GARDEN OF EDEN, LLCINSTRUMENT 0400000132ZONE: B2TAX MAP 75 5 5ORANGE PARTNERS, LLCINSTRUMENT 050026393ZONE: B2TAX MAP 75 5 4ALDI INC. (MARYLAND)INSTRUMENT 080008646ZONE: B2TAX MAP 75 5 10ORANGE PARTNERS, LLCINSTRUMENT 080007552ZONE: B2TAX MAP 75 3 20JOHN W. TRUBAN AND WILLIAM A. TRUBAN, JR.TRUSTEES OF TE SULKY DRIVE LAND TRUSTUNDER AGREEMENT DATED MAY 1, 2009INSTRUMENT 090006301ZONE: B21 0 2 7 3 5 . 3 8 T S - R B CWATER VAULT2" METERWWS S S EE L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D LOD LOD LOD L O D L O D 739 738739 FF=733.71TCTCTC GAS GAS XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X XXX X X XXXXXXXSFSFSFSFSFSFSFSFTSPSSRTSPSSRTSPSSRTSPSSRT S P S S R 50 51 52SAND/OIL INTERCEPTOR(TYP). SEE PLUMBINGPLAN FOR DETAILS···C D E F G Ex.C SDSANSANSANSANWpWpWpWp10 11 12 12+63.1= 16° HB13 13+58= 19° HB14 14 + 5 4 . 8 1 1 + 8 9 . 2 3 1 2 + 5 0 . 0 1 1 2 + 5 4 . 2 4 1 3 + 3 0 . 3 3 1 2 + 9 0 . 2 4 W W W W W W W W W W W WFDCCE SBBAFFLE REQDFOR SEDIMENTBASIN.SEE SHT 17 FORSEDIMENT BASINGRADING PLANRRClass IIT = 2.5'CDRRClass IIT = 2.5'CONFIGURE OUTLETSTRUCTURE AS SEDIMENTBASIN FOR E & S DURINGCONSTRUCTION. SEE DETAILSHT 19.IPIPIPIPIPIPIPIPIPIPIPIPIPSEE CMA HYUNDAI SITEPLAN FOR DETAILS WORKIN THIS HATCHED AREAXXXXXXXXXXXXSF IPDATE:SCALE:CHECKED BY:SHEET OF 29Honda Store Carter Myers Automotive LOTS 11C, 11L, 11M BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJuly 6, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/6/23PHASE 2 EROSION & SEDIMENT CONTROL PLAN04080 17E&S LEGENDCEConstruction EntranceCIPCulvert Inlet Protection FILTREXSBSediment BasinSFSilt FenceRRRip RapCDCheck Dam IPInlet ProtectionTOTop SoilingTSTemporary SeedingPSPermanent Seeding112 E & S DETAILS 18DATE:SCALE:CHECKED BY:SHEET OF 29Honda Store Carter Myers Automotive LOTS 11C, 11L, 11M BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJuly 6, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/6/23 4" DEWATERINGORIFICE W/ 6"FLEW TUB @720.45E & S DETAILS 19SEDIMENT BASIN RISER STRUCTURE050100DATE:SCALE:CHECKED BY:SHEET OF 29Honda Store Carter Myers Automotive LOTS 11C, 11L, 11M BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJuly 6, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/6/23 TAX MAP 75 3 21GARDEN OF EDEN, LLCINSTRUMENT 0400000132ZONE: B2ORANGE PARTNERS, LLCINSTRUMENT 050026393ZONE: B2TAX MAP 75 5 4ALDI INC. (MARYLAND)INSTRUMENT 080008646ZONE: B2TAX MAP 75 5 10ORANGE PARTNERS, LLCINSTRUMENT 080007552ZONE: B2TAX MAP 75 3 20JOHN W. TRUBAN AND WILLIAM A. TRUBAN, JR.TRUSTEES OF TE SULKY DRIVE LAND TRUSTUNDER AGREEMENT DATED MAY 1, 2009INSTRUMENT 090006301ZONE: B2WATER VAULT2" METERWWS S S EEGASGAS 000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000000000000000000000000000000 0000000000000 . 4 0 . 3 0 . 2 0 . 6 0 . 8 0 . 8 0 . 6 0 . 2 0 . 7 0 . 9 1 . 3 1 . 7 1 . 7 0 . 8 0 . 5 0 . 5 0 . 6 0 . 9 1 . 2 1 . 8 2 . 7 3 . 5 2 . 1 1 . 0 0 . 6 0 . 4 0 . 5 0 . 7 1 . 1 1 . 5 1 . 9 2 . 9 3 . 8 3 . 6 2 . 6 0 . 9 0 . 5 0 . 3 0 . 4 0 . 5 0 . 8 1 . 2 1 . 6 2 . 1 2 . 9 3 . 0 3 . 7 3 . 9 2 . 0 0 . 8 0 . 3 0 . 4 0 . 3 0 . 3 0 . 4 0 . 5 0 . 7 1 . 1 1 . 6 2 . 2 3 . 0 3 . 7 3 . 4 4 . 0 3 . 5 1 . 4 0 . 4 0 . 3 0 . 6 0 . 5 0 . 4 0 . 3 0 . 4 0 . 5 0 . 6 1 . 0 1 . 5 2 . 1 2 . 9 3 . 4 3 . 8 4 . 9 4 . 8 3 . 2 1 . 2 0 . 6 0 . 4 0 . 9 0 . 8 0 . 6 0 . 5 0 . 4 0 . 4 0 . 5 0 . 6 0 . 9 1 . 3 1 . 9 2 . 5 2 . 9 3 . 3 4 . 2 4 . 8 4 . 9 2 . 7 1 . 2 0 . 6 0 . 1 1 . 1 1 . 2 1 . 3 1 . 2 0 . 9 0 . 7 0 . 5 0 . 5 0 . 5 0 . 7 0 . 9 1 . 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. 8 1 . 7 1 . 5 1 . 5 1 . 7 1 . 9 2 . 3 2 . 9 3 . 9 3 . 0 6 . 8 6 . 6 4 . 8 3 . 5 2 . 9 2 . 9 2 . 9 3 . 0 3 . 9 6 . 3 7 . 5 5 . 8 4 . 1 4 . 0 3 . 1 2 . 5 2 . 1 1 . 9 1 . 6 1 . 3 1 . 1 0 . 8 0 . 5 0 . 3 1 . 3 1 . 6 2 . 3 3 . 1 2 . 8 2 . 1 1 . 8 1 . 9 1 . 9 2 . 3 2 . 8 3 . 5 3 . 9 4 . 7 7 . 5 5 . 7 3 . 7 3 . 1 3 . 2 3 . 3 3 . 5 4 . 4 5 . 3 7 . 1 7 . 7 5 . 4 4 . 1 3 . 1 2 . 4 2 . 0 1 . 7 1 . 4 1 . 1 0 . 8 0 . 6 1 . 7 2 . 2 3 . 6 5 . 4 4 . 6 2 . 9 2 . 2 2 . 1 1 . 9 1 . 9 2 . 4 2 . 7 3 . 1 3 . 5 4 . 6 4 . 4 3 . 5 3 . 1 3 . 3 3 . 6 4 . 3 5 . 4 6 . 0 5 . 5 7 . 7 7 . 0 4 . 9 3 . 2 2 . 2 1 . 8 1 . 5 1 . 1 0 . 9 0 . 7 2 . 2 2 . 9 4 . 2 7 . 4 5 . 9 3 . 7 2 . 9 2 . 4 2 . 0 1 . 8 2 . 0 2 . 3 2 . 3 2 . 5 2 . 8 3 . 1 3 . 1 3 . 1 3 . 3 4 . 0 5 . 5 7 . 3 6 . 9 5 . 8 5 . 9 8 . 1 5 . 8 3 . 3 2 . 0 1 . 5 1 . 2 0 . 9 0 . 7 1 . 9 2 . 6 3 . 6 4 . 2 7 . 1 6 . 3 4 . 1 3 . 6 2 . 9 2 . 2 1 . 7 1 . 8 2 . 0 2 . 1 2 . 0 2 . 1 2 . 3 2 . 8 3 . 3 3 . 7 4 . 6 6 . 3 9 . 5 7 . 1 5 . 4 4 . 9 5 . 4 4 . 5 2 . 9 1 . 7 1 . 2 0 . 9 0 . 7 1 . 3 2 . 0 2 . 8 3 . 5 4 . 1 7 . 2 6 . 9 4 . 2 4 . 0 3 . 3 2 . 6 1 . 9 1 . 7 1 . 8 1 . 8 1 . 9 1 . 9 2 . 2 2 . 7 3 . 3 3 . 9 4 . 6 7 . 2 8 . 2 5 . 9 4 . 9 4 . 1 3 . 7 3 . 1 2 . 2 1 . 4 0 . 9 0 . 7 0 . 9 1 . 1 1 . 5 2 . 2 2 . 9 3 . 7 4 . 3 6 . 7 6 . 7 4 . 6 4 . 0 3 . 7 3 . 3 2 . 4 1 . 9 1 . 9 1 . 8 1 . 8 1 . 9 2 . 3 2 . 9 3 . 5 4 . 5 5 . 0 8 . 1 7 . 6 5 . 2 4 . 9 3 . 8 2 . 9 2 . 1 1 . 6 1 . 1 0 . 7 0 . 8 1 . 2 1 . 4 1 . 3 1 . 5 1 . 8 2 . 3 2 . 7 3 . 1 4 . 1 7 . 0 7 . 5 4 . 9 4 . 1 4 . 5 4 . 5 3 . 2 2 . 3 2 . 1 1 . 9 1 . 9 2 . 0 2 . 5 3 . 0 3 . 5 4 . 6 6 . 2 8 . 6 6 . 3 5 . 1 4 . 4 3 . 3 2 . 4 1 . 6 1 . 1 0 . 8 0 . 6 0 . 8 1 . 0 1 . 3 1 . 9 2 . 5 2 . 2 2 . 0 2 . 2 2 . 5 2 . 6 2 . 7 3 . 5 5 . 1 5 . 6 4 . 5 4 . 4 6 . 1 6 . 5 4 . 2 2 . 8 2 . 4 2 . 1 2 . 0 2 . 1 2 . 7 3 . 2 3 . 6 5 . 1 8 . 2 9 . 6 5 . 9 4 . 6 3 . 8 3 . 0 2 . 1 1 . 3 0 . 9 0 . 6 0 . 3 0 . 5 0 . 7 1 . 0 1 . 3 1 . 8 3 . 0 4 . 4 3 . 9 2 . 8 2 . 5 2 . 7 2 . 6 2 . 4 2 . 8 3 . 7 4 . 3 4 . 2 4 . 6 6 . 7 7 . 8 4 . 6 3 . 5 2 . 7 2 . 3 2 . 0 2 . 2 2 . 8 3 . 3 4 . 0 6 . 0 8 . 9 8 . 1 5 . 3 3 . 8 3 . 3 2 . 6 1 . 7 1 . 1 0 . 7 0 . 5 0 . 9 1 . 3 1 . 7 2 . 3 3 . 9 6 . 9 5 . 9 3 . 8 3 . 3 3 . 0 2 . 7 2 . 4 2 . 4 3 . 0 3 . 8 4 . 2 4 . 5 6 . 5 7 . 5 4 . 4 4 . 0 3 . 0 2 . 4 2 . 1 2 . 3 2 . 9 3 . 6 4 . 5 6 . 2 9 . 4 6 . 8 4 . 5 3 . 4 3 . 1 2 . 3 1 . 5 0 . 9 0 . 6 0 . 5 0 . 9 1 . 4 2 . 0 2 . 8 3 . 9 6 . 1 6 . 6 4 . 3 4 . 3 3 . 5 2 . 8 2 . 4 2 . 4 2 . 8 3 . 4 4 . 0 4 . 2 6 . 4 7 . 3 4 . 3 4 . 0 3 . 1 2 . 4 2 . 1 2 . 4 3 . 0 3 . 6 4 . 2 6 . 9 7 . 9 5 . 1 4 . 3 3 . 3 2 . 6 1 . 9 1 . 2 0 . 7 0 . 5 0 . 8 1 . 5 2 . 2 3 . 2 3 . 9 6 . 1 7 . 6 4 . 8 4 . 8 4 . 0 3 . 3 2 . 7 2 . 5 2 . 8 3 . 1 3 . 4 4 . 0 5 . 7 6 . 7 4 . 2 3 . 5 2 . 7 2 . 3 2 . 1 2 . 3 2 . 8 3 . 7 4 . 2 7 . 2 6 . 9 3 . 3 4 . 0 3 . 1 2 . 3 1 . 5 0 . 9 0 . 6 1 . 4 2 . 1 2 . 9 4 . 1 5 . 2 7 . 7 5 . 7 5 . 1 4 . 6 3 . 9 3 . 2 2 . 9 2 . 9 2 . 9 2 . 8 3 . 5 5 . 7 6 . 6 4 . 0 2 . 7 2 . 3 2 . 1 2 . 0 2 . 1 2 . 4 3 . 2 4 . 5 6 . 8 5 . 2 4 . 0 3 . 4 2 . 6 1 . 8 1 . 1 0 . 8 0 . 5 2 . 0 2 . 7 3 . 7 4 . 7 8 . 1 7 . 2 5 . 6 5 . 8 5 . 3 4 . 0 3 . 2 3 . 1 2 . 8 2 . 4 2 . 7 3 . 8 4 . 1 2 . 9 2 . 1 1 . 9 1 . 9 1 . 8 1 . 9 2 . 0 2 . 7 4 . 6 6 . 6 4 . 5 3 . 1 2 . 5 2 . 1 1 . 5 0 . 9 0 . 6 2 . 2 2 . 9 4 . 1 5 . 9 6 . 1 5 . 8 7 . 6 7 . 3 4 . 6 3 . 9 3 . 2 2 . 8 2 . 2 2 . 0 2 . 4 2 . 5 1 . 9 1 . 6 1 . 5 1 . 5 1 . 4 1 . 5 1 . 6 2 . 0 3 . 1 3 . 8 3 . 0 2 . 2 1 . 9 1 . 6 1 . 1 0 . 7 0 . 5 1 . 9 2 . 3 3 . 1 4 . 1 4 . 7 5 . 0 6 . 6 7 . 4 4 . 9 4 . 4 3 . 5 2 . 6 2 . 0 1 . 6 1 . 6 1 . 5 1 . 2 1 . 1 1 . 1 1 . 1 1 . 1 1 . 1 1 . 2 1 . 4 1 . 9 2 . 1 1 . 8 1 . 5 1 . 5 1 . 2 0 . 9 0 . 6 1 . 8 2 . 3 3 . 1 4 . 0 4 . 6 5 . 4 7 . 6 5 . 5 4 . 2 3 . 4 2 . 6 1 . 9 1 . 3 1 . 1 1 . 0 0 . 8 0 . 8 0 . 8 0 . 8 0 . 8 0 . 8 0 . 8 0 . 9 1 . 2 1 . 1 1 . 0 1 . 0 1 . 0 0 . 9 0 . 7 0 . 5 1 . 7 2 . 5 3 . 2 3 . 7 4 . 3 7 . 2 6 . 2 4 . 0 3 . 0 2 . 2 1 . 7 1 . 2 0 . 9 0 . 7 0 . 6 0 . 6 0 . 6 0 . 6 0 . 6 0 . 6 0 . 6 0 . 6 0 . 7 0 . 7 0 . 7 0 . 7 0 . 7 1 . 9 2 . 6 3 . 2 3 . 8 6 . 1 7 . 3 4 . 1 2 . 5 1 . 9 1 . 5 1 . 1 0 . 7 0 . 6 0 . 5 0 . 4 0 . 4 0 . 4 0 . 4 0 . 4 0 . 4 2 . 0 2 . 3 2 . 8 4 . 3 5 . 0 3 . 4 2 . 0 1 . 5 1 . 2 0 . 9 0 . 6 0 . 5 0 . 4 0 . 4 1 . 5 1 . 6 1 . 9 2 . 4 2 . 8 2 . 3 1 . 4 1 . 1 0 . 9 1 . 2 1 . 2 50 51 52 1314151239 32 34 40 35 3 6 37 6061 62 24 20 A 38 30 31SAND/OIL INTERCEPTOR(TYP). SEE PLUMBINGPLAN FOR DETAILSREMOVE EX STORMPIPE TO PROP EW-1RIPRAP D50=1.0' La = 15'23 C D E F G Ex.C 36 A 65 64 69 68 67 66SD SANSANSANSANWpWpWpWp10 11 12 12+63.1= 16° HB13 13+58= 19° HB14 14 + 5 4 . 8 1 1 + 8 9 . 2 3 1 2 + 5 0 . 0 1 1 2 + 5 4 . 2 4 1 3 + 3 0 . 3 3 1 2 + 9 0 . 2 4 W W W W W W W W W W W WFDCSEE CMA HYUNDAI SITEPLAN FOR DETAILS WORKIN THIS HATCHED AREAPROP 10' FREDERICK WATER ESMT PROP 20' FREDERICKWATER ESMTPROP 32'FREDERICK WATERESMTPROP 32'FREDERICK WATERESMTPROP 20'FREDERICK WATERESMTDATE:SCALE:CHECKED BY:SHEET OF 29Honda Store Carter Myers Automotive LOTS 11C, 11L, 11M BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJuly 6, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/6/23OUTDOOR LIGHTING PLAN04080 20OUTDOOR LIGHTING NOTES1. ALL OUTDOOR LIGHTING FIXTURES SHALL BE DESIGNED, SHIELDED, AIMED, LOCATED ANDMAINTAINED TO SHIELD ADJACENT PROPERTIES AND TO NOT PRODUCE GLARE ONTO ADJACENTPROPERTIES OR ROAD RIGHTS-OF-WAY. PARKING LOT FIXTURES AND LIGHT FIXTURES ON BUILDINGSSHALL BE FULL-CUTOFF FIXTURES.2. LIGHT FIXTURES, INCLUDING MOUNTING BASE, SHALL NOT BE MORE THAN 34 FEET IN HEIGHT ABOVEFINISHED GRADE. HEIGHT NEEDED FOR SECURITY.3. LIGHT FIXTURES SHALL BE PLACED OUTSIDE OF PAVED AREAS WHERE POSSIBLE. WHERE LIGHTFXTURES ARE TO BE PLACED IN PAVED AREAS THEY SHALL BE PROTECTED WITH BOLLARDS ON FOURSIDES.4. ALL LIGHTING SHALL BE ORIENTED SO NOT TO PRODUCE DIRECT GLARE OR EXCESSIVEILLUMINATION ONTO STREETS IN A MANNER THAT MAY DISTRACT OR INTERFERE WITH THE VISION OFDRIVERS.5. ALL EXISTING POLE MOUNTED OUTDOOR LIGHT FIXTURES O THE SITE SHALL BE REPLACED WITHTHE SPECIFIED LED FIXTURE.Luminaire ScheduleSymbolQtyLabelArrangement2PRV-C40-D-UNV-T4-BZSINGLE8PRV-C40-D-UNV-T4-BZ 180BACK-BACKCalculation SummaryUnitsAvgMaxFc2.789.61 OUTDOOR LIGHTING DETAILS 21DATE:SCALE:CHECKED BY:SHEET OF 29Honda Store Carter Myers Automotive LOTS 11C, 11L, 11M BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJuly 6, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/6/23 TAX MAP 75 3 21GARDEN OF EDEN, LLCINSTRUMENT 0400000132ZONE: B2TAX MAP 75 5 5ORANGE PARTNERS, LLCINSTRUMENT 050026393ZONE: B2TAX MAP 75 5 4ALDI INC. (MARYLAND)INSTRUMENT 080008646ZONE: B2TAX MAP 75 5 10ORANGE PARTNERS, LLCINSTRUMENT 080007552ZONE: B2TAX MAP 75 3 20JOHN W. TRUBAN AND WILLIAM A. TRUBAN, JR.TRUSTEES OF TE SULKY DRIVE LAND TRUSTUNDER AGREEMENT DATED MAY 1, 2009INSTRUMENT 090006301ZONE: B2WATER VAULT2" METERWWS S S EEGASGAS D-MD-MD-MD-MD-MD-MD-M26' FIRE LANED-M000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000000000000000000000000000000 000000000000D-M 25' FIRE LANED-MD-M50 51 5 2SAND/OIL INTERCEPTOR(TYP). SEE PLUMBINGPLAN FOR DETAILS···C D E F G Ex.C SD2 8 ' F IRE LANEWpWpWp Wp10 11 12 12+63.1= 16° HB13 13+58= 19° HB14 14 + 5 4 . 8 1 1 + 8 9 . 2 3 1 2 + 5 0 . 0 1 1 2 + 5 4 . 2 4 1 3 + 3 0 . 3 3 1 2 + 9 0 . 2 4 W W W W W W W W W W W WFDCFIRELANEMARKINGFDC FDC HYDRANTEX. HYDRANTEX. HYDRANT8" WATER MAINSEE CMA HYUNDAI SITEPLAN FOR DETAILS WORKIN THIS HATCHED AREADATE:SCALE:CHECKED BY:SHEET OF 29Honda Store Carter Myers Automotive LOTS 11C, 11L, 11M BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJuly 6, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/6/23LIFE SAFETY PLAN04080 22NOPARKINGFIRE LANENOPARKINGFIRE LANENOPARKINGFIRE LANENOPARKINGFIRE LANE E4E5E1TAX MAP 75 3 21GARDEN OF EDEN, LLCINSTRUMENT 0400000132ZONE: B2TAX MAP 75 5 5ORANGE PARTNERS, LLCINSTRUMENT 050026393ZONE: B2TAX MAP 75 5 4ALDI INC. (MARYLAND)INSTRUMENT 080008646ZONE: B2TAX MAP 75 5 10ORANGE PARTNERS, LLCINSTRUMENT 080007552ZONE: B2TAX MAP 75 3 20JOHN W. TRUBAN AND WILLIAM A. TRUBAN, JR.TRUSTEES OF TE SULKY DRIVE LAND TRUSTUNDER AGREEMENT DATED MAY 1, 2009INSTRUMENT 090006301ZONE: B2AC1WATER VAULT2" METERWWS S S EEGASGAS 000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000000000000000000000000000000 00000000000050 51 5 2 1314151239 32 3 4 4 0 35 36 37 6061 62 2 4 20 A 38 30 31SAND/OIL INTERCEPTOR(TYP). SEE PLUMBINGPLAN FOR DETAILSREMOVE EX STORMPIPE TO PROP EW-1RIPRAP D50=1.0' La = 15'23 C D E F G Ex.C 36 A 65 64 69 68 67 66SD SANSANSANSANWpWpWpWp10 11 12 12+63.1= 16° HB13 13+58= 19° HB14 14 + 5 4 . 8 1 1 + 8 9 . 2 3 1 2 + 5 0 . 0 1 1 2 + 5 4 . 2 4 1 3 + 3 0 . 3 3 1 2 + 9 0 . 2 4 W W W W W W W W W W W WFDC 3' HEADLIFGHT SCREEN3' CUT BANK - SCREEN NOT REQD3' CUT BANKSCREEN NOT REQDSEE CMA HYUNDAI SITEPLAN FOR DETAILS WORKIN THIS HATCHED AREAPROP 10' FREDERICK WATER ESMT AC1E2E1E1SD1W3PROP 20' FREDERICKWATER ESMTPROP 32'FREDERICK WATERESMTPROP 32'FREDERICK WATERESMTPROP 20'FREDERICK WATERESMTDATE:SCALE:CHECKED BY:SHEET OF 29Honda Store Carter Myers Automotive LOTS 11C, 11L, 11M BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJuly 6, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/6/23PLANTING PLAN04080 23GENERAL PLANTING NOTES1. THE LANDSCAPING WILL CONFORM TO SECTION 165-203.01 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.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 STORM WATER NARRATIVE: DRAINAGE AREA LIMITS OF STUDY OVERALL RUNOFF ANALYSIS (QUANTITY) QUALITY ANALYSIS SOILS LEGEND MAP MAP UNIT NAME HYDRAULIC SYMBOL SOIL GROUP D6C D8C SOURCE: NRCS - WEB SOIL SURVEY Soil Survey Staff, Natural Resources Conservation Service, United States Department of Agriculture. Web Soil Survey. Available online at the following link: http://websoilsurvey.sc.egov.usda.gov/. Accessed 6/22/2022. CARBO-OAKLET, VERY ROCK SILT LOAMS, 2 TO 15 PERCENT SLOPES CHILLHOWIE SILTY CLAY LOAM, 7 TO 15 PERCENT SLOPES C32BOAKLET SILT LOAM, 2 TO 7 PERCENT SLOPES SOIL BOUNDARIES Pre-A Pre-B Pre-C Pre-D Offsite - By Pass Pst-A Parking Area 1 Pst-B PndPre-Link Pre-1Yr Events for Link Pre-Link: Pre-1Yr Event Inflow (cfs) Primary (cfs) Elevation (feet) 1-Year 11.49 11.49 0.00 2-Year 15.09 15.09 0.00 10-Year 25.37 25.37 0.00 100-Year 45.10 45.10 0.00 Events for Pond Pnd: Event Inflow (cfs) Outflow (cfs) Primary (cfs) Secondary (cfs) Elevation (feet) Storage (cubic-feet) 1-Year 16.39 1.54 1.54 0.00 722.91 23,903 2-Year 20.50 1.69 1.69 0.00 723.46 31,349 10-Year 31.55 15.19 15.19 0.00 723.97 39,001 100-Year 51.46 44.19 29.16 15.03 724.43 46,177 DATE: SCALE: CHECKED BY: SHEET OF 29Honda StoreCarter Myers AutomotiveLOTS 11C, 11L, 11MBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIATSS 1262.0103 Heath CourtWinchester, VA 22602(540) 686-7373fax (540) 301-1100TSS AS SHOWN July 6, 2023 PROJECT NUMBER: DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe 7/6/23 Pre-Development Drainage Areas and Land Cover Post-Development Drainage Areas and Land Cover BYPASS CHANNEL COMPUTATIONS Conclusion: Grass lining is sufficient based on velocity < 3 fps Conclusion: Grass lining is sufficient based on velocity < 3 fps DRAINAGE AREA MAPS AND COMPUTATIONSAREA-ADA=3.112 Ac.CN=73Tc=XX Min. AREA-BDA=1.903 Ac.CN=95Tc=8.4 Min. AREA-DDA=9.203 Ac.CN=77Tc=20.4 Min.32B 32B 6C 8C 6C 6C 8C 6C AREA-CDA=4.643 Ac.CN=94Tc=17.2 Min. 5 0 5 1 5 2 C D E F G E x . C E x . A C E x . B D E F G E x . C SS AREA-ADA=7.896 Ac.CN=94Tc=17.2 Min.32B 32B 6C 8C 6C 6C 8C 6C AREA-BDA=1.498 Ac.CN=95Tc=8.4 Min.000 0 0 0000 0 0 0 0 0 0 0 0 0 00000000 0 0 0 0 0 0 000000000000000000000000000 0 0 0000 0000000005 0 5 1 5 2 131415123 9 3 2 3 4 4 0 3 5 3 6 3 7 6 0 6 1 6 2 2 4 2 0 A 3 8 3 0 3 1SAND/OIL INTERCEPTOR(TYP). SEE PLUMBINGPLAN FOR DETAILSREMOVE EX STORMPIPE TO PROP EW-1RIPRAP D50=1.0' La = 15'2 3 ···C D E F G E x . C 3 6 A 6 5 6 4 6 9 6 8 6 7 6 6 E x . A C E x . B D E F G E x . C SS 5 0 5 1 5 2 1 3 1 4 1 5 1 2 2 0 A 3 83 9 3 0 3 1 3 2 3 4 3 5 4 0 3 6 3 7 6 0 6 1 6 2 2 4 DATE: SCALE: CHECKED BY: SHEET OF 29Honda StoreCarter Myers AutomotiveLOTS 11C, 11L, 11MBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIATSS 1262.0103 Heath CourtWinchester, VA 22602(540) 686-7373fax (540) 301-1100TSS AS SHOWN July 6, 2023 PROJECT NUMBER: DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe 7/6/23 BERM CENTERLINE GEOMETRYSPILLWAY SECTION BERM CENTERLINE PROFILE STORMWATER MNGT BERM PROFILE AND SECTION726.36725.50725.50725.50725.50725.50000 0000000Centerline Report Mon Jun 26 12:43:02 2023 Centerline File: Z:\2022\2022.015\Prj-2022.015\Align\p-dam.cl Station Northing Easting Bearing Distance 0+00.000 7089616.906 11569213.383 N06°10'16"E 59.019' 0+59.019 7089675.583 11569219.727 PC Radius: 7089670.166 11569269.831 Radius Length: 50.396' PI: 7089720.225 11569224.554 1+03.921 Tangent: 44.902' Arc Len: 73.358' Delta: 83°24'06" Right Degree: 113°41'31" Chord Len: 67.050' Chord Brg: N47°52'19"E Radial-In: S83°49'44"E Radial-Out: S00°25'38"E Tangential-In, Tangential-Out 1+32.376 7089720.560 11569269.455 PT Radius: 7089744.610 11569269.276 Radius Length: 24.051' PI: 7089720.754 11569295.489 1+58.411 Tangent: 26.035' Arc Len: 39.683' Delta: 94°32'14" Left Degree: 238°13'47" Chord Len: 35.332' Chord Brg: N42°18'15"E Radial-In: N00°25'38"W Radial-Out: S85°02'08"W Tangential-In, Tangential-Out 1+72.060 7089746.691 11569293.236 PT Radius: 7089739.834 11569214.298 Radius Length: 79.235' PI: 7089824.344 11569286.491 2+50.004 Tangent: 77.945' Arc Len: 123.161' Delta: 89°03'33" Left Degree: 72°18'40" Chord Len: 111.132' Chord Brg: N49°29'39"W Radial-In: S85°02'08"W Radial-Out: S04°01'25"E Tangential-In 2+95.221 7089818.874 11569208.739 PT DATE: SCALE: CHECKED BY: SHEET OF 29Honda StoreCarter Myers AutomotiveLOTS 11C, 11L, 11MBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIATSS 1262.0103 Heath CourtWinchester, VA 22602(540) 686-7373fax (540) 301-1100TSS AS SHOWN July 6, 2023 PROJECT NUMBER: DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe 7/6/23WATER QUALITY COMPUTATIONS DATE: SCALE: CHECKED BY: SHEET OF 29Honda StoreCarter Myers AutomotiveLOTS 11C, 11L, 11MBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIATSS 1262.0103 Heath CourtWinchester, VA 22602(540) 686-7373fax (540) 301-1100TSS AS SHOWN July 6, 2023 PROJECT NUMBER: DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe 7/6/231 YR STORM CALCULATIONS DATE: SCALE: CHECKED BY: SHEET OF 29Honda StoreCarter Myers AutomotiveLOTS 11C, 11L, 11MBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIATSS 1262.0103 Heath CourtWinchester, VA 22602(540) 686-7373fax (540) 301-1100TSS AS SHOWN July 6, 2023 PROJECT NUMBER: DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe 7/6/23STORM SEWER PROFILES+50 0+00 +50 1+00 +50 700 705 710 715 720 725 730 735 740 745 750 700 705 710 715 720 725 730 735 740 745 750 +50 0+00 +50 1+00 +50 700 705 710 715 720 725 730 735 740 745 750 700 705 710 715 720 725 730 735 740 745 750 +50 0+00 +50 1+00 +50 2+00 +50 3+00 +50 4+00 +50 5+00 +50 6+00 +50 7+00 +50 700 705 710 715 720 725 730 735 740 745 750 700 705 710 715 720 725 730 735 740 745 750 29VDOT DETAILSCROSS SLOPE @ 14" : 1'PROP. 4" CONC.SIDEWALK 3000PSICONC.4" 21-A AGG.OVER COMPACTEDSUBGRADE6x6 - W1.4xW1.4 WWF1-1/2" MIN. COVERSIDEWALK & DISPLAY SECTIONNOT TO SCALE·LIGHT BROOM FINISH.·PLAN FOR JOINTS AND EXPANSIONJOINTS TO BE PROVIDED BYCONTRACTOR.DATE:SCALE:CHECKED BY:SHEET OF 29Honda Store Carter Myers Automotive LOTS 11C, 11L, 11M BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJuly 6, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/6/23