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26-23 Site PlanSITE PLANHYUNDAI SALES AND SERVICEFREDERICK COUNTY, VIRGINIATax MAP 75 (A) 11L, 11M, & 11NSITE PLAN # 26-23TITLE 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 27Hyundai Store Carter Myers Automotive LOT 75 (A) 11L BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJULY 27, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/28/23 GENERAL NOTES 2GENERAL 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, Hyundai 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 overheadpower 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 the Carter Myers property are proposed to be dedicated to Frederick Water. All construction,connections and activities pertaining to the water and sewer lines shall conform to the requirements of the Frederick Waterinspector and 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.pdf2.Manhole rims, valve boxes, etc. shall be adjusted to match the surrounding finished grade in lawn area. All others shall be set inaccordance with Frederick Water specifications.3.The contractor shall coordinate water and sewer construction with Frederick Water.4.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.One monument sign will be installed to replace the existing sign. The monument sign shall be a maximum of 25 feet in height with a maximumsign area of 150 sq. ft. in accordance with Frederick Co Zoning Ord §165-201.06.3.b.32.Building mounted signs shall not exceed 1.5 sq ft of sign area per liner ft of wall, up to a maximum of 200sq. ft. in accordance with Frederick CoZoning Ord §165-201.06.3.d.3.Internal direction signs will be utilized.OUTDOOR LIGHTING NOTES1.Outdoor lighting will be installed in accordance with Frederick County zoning ordinance §165-201.7 and these plans.STORMWATER MANAGEMENT NOTES1.This project does not increase the impervious area of the site. Storm water quality will be mitigated through the purchase of nutrient credits froma DEQ approved source. Storm water quantity will be managed with the existing onsite systems.DATE:SCALE:CHECKED BY:SHEET OF 27Hyundai Store Carter Myers Automotive LOT 75 (A) 11L BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJULY 27, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/28/23Virginia 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 3DATE:SCALE:CHECKED BY:SHEET OF 27Hyundai Store Carter Myers Automotive LOT 75 (A) 11L BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJULY 27, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/28/23123456In t e r s t a t e 8 1 Route 11 T a s k e r R o a d PROPERTY BOUNDARY 4DATE:SCALE:CHECKED BY:SHEET OF 27Hyundai Store Carter Myers Automotive LOT 75 (A) 11L BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJULY 27, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/28/23NOTE: THE EXISTING BOUNDARIESWILL BE RECONFIGURED WITH THISAND THE HONDA PROJECT. 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: B2TAX 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: B2NOPARKINGAREAIRIRFIRIRIRPKPKPKPKPKIRPKSIRPKPKIRIRWATER VAULT2" METERIRUS Route 11 (Valley Pike) Interstate 81 - S B to Route 37to Stephens City EEGASGAS EXISTING CONDITIONS04080DATE:SCALE:CHECKED BY:SHEET OF 27Hyundai Store Carter Myers Automotive LOT 75 (A) 11L BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJULY 27, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/28/235 TAX MAP 75 5 5ORANGE PARTNERS, LLCINSTRUMENT 050026393ZONE: B2TAX MAP 75 5 4ALDI INC. (MARYLAND)INSTRUMENT 080008646ZONE: B2TAX MAP 75 5 10ORANGE PARTNERS, LLCINSTRUMENT 080007552ZONE: B2SS2SS2S 19°07'13" E 113.42'N 28°46'48" E 320.53'N 32°57'06" E 327.21'S 52°19'34" E 1033.93'C1C2C3C4C5N 37°40'26" E 226.91'S 51°50'05" EIRPKPKPKPKPKPKPKIRWATER VAULT2" METERC5AC5BEX FIRE HYDRANT ANDVALVE TO BE REMOVED.E E E GAS GAS GAS EX FIRE HYDRANT ANDVALVE TO BE REMOVED.ADDITIONAL ISLANDSAND PAVEMENT TO BEDEMOLISHED. SEE SITEAND GRADING PLANSEXISTING LIGHT POLESAND PRECAST BASESREMOVED DURRINGCONSTRUCTION SHALLBE STORED ON SITE ANDREUSED.EXISTING MANHOLE ANDSAN. SEWER TO BEREMOVED. CURBING TOBE REPAIRED ASNEEDED.HATCHED AREAS TOHAVE PAVEMENTREMOVED, TOPSOILAPPLIED AND PERMSEEDING.DATE:SCALE:CHECKED BY:SHEET OF 27Hyundai Store Carter Myers Automotive LOT 75 (A) 11L BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJULY 27, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/28/23DEMOLITION 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: B2NOPARKINGAREAIRIRFIRIRIRPKPKPKPKPKIRPKSIRPKPKIRIRWATER VAULT2" METERIR5 0 5 1 5 2···C D E FGEx.CPROP 10' FREDERICK WATER ESMT W W W W W W W W W W W W W W W W W W W W W W W EX STORMWATER MNGT AREAEX STORMWATER MNGT BASINWFDCS S S EE HYUNDAI PROPOSED BOUNDARY ADJUSTMENTAREA = 7.64 ACGAS GAS SANSANSANSANExisting 31,324 SF Honda New Car StoreHeight = 22.4' ± FF = 733.71Tax Map 75 A 11CZoning: B22.93 acresPROP 20' FREDERICKWATER ESMTHONDA PROPOSED BOUNDARY ADJUSTMENTAREA = 7.58 ACSDPROP 20' FREDERICKWATER ESMT1010+63.41011121310 WpWpWpWpAExisting 12,352 SF Crosspoint Used Car StoreProposed 22,154 SF Hyundai StoreHeight = 22.4'±Proposed Site Area = 6.75 acres1 3 E4E1E5AC1E2E1E1SD1W3WPROP 10' FREDERICK WATER ESMT20' FREDERICKWATER ESMTPROP 20' FREDERICKWATER ESMT OVEERALL SITE PLAN04080DATE:SCALE:CHECKED BY:SHEET OF 27Hyundai Store Carter Myers Automotive LOT 75 (A) 11L BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJULY 27, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/28/237 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: B2SS1SS2SS2NOPARKINGAREAIRIRFIRIRIRPKPKPKPKPKIRPKSIRPKPKIRIRAC11 0 2 7 3 5 . 3 8TS-RBCWATER VAULT2" METERIR5 0 5 1 5 2 131415123 9 3 2 3 4 4 0 3 5 3 6 3 7 6061 62 2 4 2 0 A 3 8 3 0 3 1 REMOVE EX STORMPIPE TO PROP EW-1RIPRAP D50=1.0' La = 15'2 3 C D E FGEx.C 3 6 A 6 5 6 4 69 68 67 66PROP 10' FREDERICK WATER ESMT W W W W W W W W W W W W W W W W W W W W W W W EX STORMWATER MNGT AREAEX STORMWATER MNGT BASINWFDCS S S E E PROPOSEDSERVICEADDITIONFF=733.72GAS GAS SANSANSANSANExisting 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 PAVEMENTLIGHT PAVEMENTLIGHT PAVEMENTPAVERSPAVERS HEAVY PAVEMENT DUMPSTERENCLOSURE. SEEDETAILS SHT 10CONC. PAVEMENTCG-6TYPCG-6 SPILL (TYP)CG-6 (TYP)CG-6 SPILL PROP 20' FREDERICKWATER ESMTPRIVATE ENTRANCE ROADUS ROUTE 11 - VALLEY PIKE FUTURE PROP 16' X 20'DAMAGED BATTERYSTORAGE (HONDA)SDOIL-WTRSEPERATOR. SEEPLUMBING PLANSCUSTOMER EVCHARGEINVENTORY EVCHARGEFUTURE 16' X 20'DAMAGED BATTERYSTORAGE (HYUNDAI)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-3(typ)CG-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 REMOVE DI-3.INSTALL DI-1 ONNEW BASEHEAVY PAVEMENT HEAVY PAVEMENTHEAVY PAVEMENTHEAVY PAVEMENTLIGHT PAVEMENTLIGHT PAVEMENTLIGHT PAVEMENT 10 LF OF CG-7.TRANSITION CURBTO CG-6 IN 12"10 LF OF CG-7.TRANSITION CURBTO CG-6 IN 12"PROP 20' FREDERICKWATER ESMT1010+63.41010+25.6= 20° H B 1111 + 0 5 . 6 = 3 6 ° H B 11 + 6 1 . 1 = 4 5 ° H B 1212+ 4 5 . 8 = 3 0 ° H B 1310 10+42.5= 53° HBWpWpWpWpAPROPOSEDSHOWROOMADDITIONFF=733.72FUTUREHEAVYPVMTFUTUREHEAVYPVMTExisting 12,352 SF Crosspoint Used Car StoreProposed 22,154 SF Hyundai StoreHeight = 22.4'±Proposed Site Area = 6.75 acresADJ TOPTO NEWELEVSEE CMA HONDA SITE PLANFOR DETAILS WORK IN THISSHADED AREA10' PARKING SETBACK50' BUILDING SETBACKCG-125' CONC. SIDEWALKCONNECT SIDEWALKTO TRAIL10' PARKING SETBACK10' PARKING SETBACK10' PARKING SETBACK10' PARKING SET B A C K105.5'CG-12(typ)216'10' PARKING SETBACK10' PARKING SETBACK88.5'543'13.5'226.5'9' (typ)20' (typ)22' (typ)22'25'-5"26'22'LOADING SPACELOADING SPACE29.8'CAR DISPLAY AREACUSTOMER PARKING CUSTOMERPARKING CUSTOMER PARKINGCUSTOMER PARKINGCUSTOMER PARKINGCUSTOMER PARKINGCAR DISPLAY AREACAR DISPLAY AREACAR DISPLAY AREACAR DISPLAY AREAPROP MONUMENT SIGNMAX HEIGHT = 25'150 SF MAX.EX. SIGN TBRE4E1E5AC1E2E1E1SD1W3WPROP 10' FREDERICK WATER ESMT CONTRACTOR TO CUTTREES AND BRUSHFROM RIPRAP AREA.DO NOT DISTURBRIPRAP.6" ROOFDR CONN@ 14":1'12" ROOFDR CONN@ 14":1'6" ROOFDR CONN@ 14":1'CURB DAMAGED ORREMOVED FOR EVCHARGE INSTALL TO BEREPLACED WITH CG-6CG-6(typ)20' FREDERICKWATER ESMTPROP 20' FREDERICKWATER ESMT10 L.F. 15" HDPE WITHEND SECTIONS24.3'DATE:SCALE:CHECKED BY:SHEET OF 27Hyundai Store Carter Myers Automotive LOT 75 (A) 11L BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJULY 27, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/28/23SITE PLAN04080 812112 SITE DETAILSDATE:SCALE:CHECKED BY:SHEET OF 27Hyundai Store Carter Myers Automotive LOT 75 (A) 11L BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJULY 27, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/28/23HEAVY 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"H3" PVC DRAIN @50' O.C. DRAIN TODAYLIGHT9CROSS 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/WVAR 16' +/-4' MIN5' SITE DETAILSDATE:SCALE:CHECKED BY:SHEET OF 27Hyundai Store Carter Myers Automotive LOT 75 (A) 11L BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJULY 27, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/28/23VEHICLE DISPLAY PAD DETAILS12" x 18" sign panel meetingADA requirementsVDOT STP-1 STEEL SIGNPOST AND FOUNDATION10 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 POSTNO. 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 CAP4'-0" N.T.S.3'-0" N.T.S. 2" MIN CONCRETESLAB,RE: CIVIL6'-0"@ DUMPSTER ENCLOSUREGRADE PER CIVILFOOTING PERSTRUCTURALDRAWINGS1'-0"8" CMU WALL. PARGE ANDPAINT TO MATCH THEBUILDING FACADE. SEESTRUCTURAL DRAWINGSFOR REINFORCINGREQUIREMENTS.5' - 0"5' - 0"5' - 0"5' - 0"1' - 4"8"22' - 8"8"BOLLARDSEE DETAIL3"10' - 7 1/4"6"6"10' - 7 1/4"2 1/2"22' - 8"DUMPSTER BY OWNER DUMPSTER BY OWNER24' - 0"CONCRETEPAVING1' - 4"A-10223A-102TYP.3A-102TYP.3A-102TYP.A-1025TYP.A-1024TYP.8"12' - 0"20 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.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 CAP4'-0" N.T.S.3'-0" N.T.S. 2" MIN 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 BEGALVANIZED2 1/2"5 1/4"3 1/4"DUMPSTER ENCLOSURE DETAILSDATE:SCALE:CHECKED BY:SHEET OF 27Hyundai Store Carter Myers Automotive LOT 75 (A) 11L BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJULY 27, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/28/23 3" = 1'-0"5DUMPSTER ENCLOSURE BOLLARD DETAIL 1" = 1'-0"4BOLLARD DETAIL 1" = 1'-0"3WALL SECTION @ DUMPSTER 1/2" = 1'-0"2DUMPSTER GATE ELEVATION11BOLLARDS (TYP) 1/2" = 1'-0"1ENLARGED PLAN AT DUMPSTER 1" = 1'-0"4BOLLARD DETAIL 1 1/2" = 1'-0"6DUMPSTER ENCLOSURE PLAN DETAIL SITE DETAILSDATE:SCALE:CHECKED BY:SHEET OF 27Hyundai Store Carter Myers Automotive LOT 75 (A) 11L BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJULY 27, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/28/2312 TAX MAP 75 5 5ORANGE PARTNERS, LLCINSTRUMENT 050026393ZONE: B2TAX MAP 75 5 4ALDI INC. (MARYLAND)INSTRUMENT 080008646ZONE: B2TAX MAP 75 5 10ORANGE PARTNERS, LLCINSTRUMENT 080007552ZONE: B2W2SS2W2W2SS2AC1WATER VAULT2" METERSAND/OIL INTERCEPTOR(TYP). SEE PLUMBINGPLAN FOR DETAILSC D E FGE x . C PROP 10' FREDERICK WATER ESMT W W W W W W W W W W W W W W W 10 11 12 13 1 4 1 4 + 5 4 . 8 W W W W W W W W W W W W W W W W NEW VEHICLE PARKING/STORAGE AREAWFIRE HYDRANT ASSEMBLY8" X 6" TEE10LF 6" DIP6" GATE VALVE2 BOLLARDSFDCREPLACE EX 6"WATER MAIN WITH 8"DIP WATER MAINS S S S APPROX ROUTE OF EXSAN SEWER LATERAL.SEE STRUCTURAL PLANFOR FOUNDATIONCROSSING DETAIL.E E E APPROX ROUTE OFUNDERGROUNDELECTRIC SERVICEGAS GAS GASAPPROX LOCATIONOF NATURAL GASSERVICESANSANSANSANSANSANExisting 31,324 SF Honda New Car StoreHeight = 22.4' ± FF = 733.71Tax Map 75 A 11CZoning: B22.93 acresPROP 20' FREDERICKWATER ESMT50' BUILDING RESTRICTION LINE10' PARKING RESTRICTION LINE EX. WATER MAIN TO BEABANDONED IN PLACESDSDPROP 20' FREDERICKWATER ESMT8" GATE VALVEFULL 20' JOINT OF CL 52 DIP8' CAP/PLUGFLUSHING ASSEMBLYPRE-BLAST PAST TO PL1010+63.41011121310 Wp WpWpWpWpWpWpAExisting 12,352 SF Crosspoint Used Car StoreProposed 22,154 SF Hyundai StoreHeight = 22.4'±Proposed Site Area = 6.75 acresINSTALL FIRE HYDRANT ASSEMBLY10 LF 6" DIP6" GATE VALVE4 BOLLARDS2" WATER SERV LINE1-1/2" WATER METERALL WORK BY CONTRACTORSEE CMA HONDA SITE PLANFOR DETAILS WORK IN THISSHADED AREA8" D I P W A T E R 8" D I P W A T E RFDC FIRE HYDRANT8" X 6" TEE10LF 6" DIP6" GATE VALVE2 BOLLARDS50' BUILDING SETBACK LOADING SPACELOADING SPACEWATER AND SEWER NOTES1.10' OF HORIZONTAL SEPARATION TO BE PROVIDED BETWEEN UTILITIES.2.ALL STRUCTURES PLACED IN TRAVELWAYS SHALL BE CERTIFIED TO SUPPORT TRAFFIC(MANHOLES, OIL-WATER SEPARATORS, ETC.)3.FIRE METER BACKFLOW DEVICES AND ASSOCIATED PIPING SHALL BE PER FREDERICKWATER INSPECTORS REQUIREMENTS.4.MECHANICAL JOINT SOLID SLEEVES ARE REQUIRED WHERE NECESSARY.5.EXISTING WATER AND SEWER FACILITIES ON THIS SITE HAVE NOT BEEN ACCEPTED INTOFREDERICK WATER’S SYSTEM AND BOTH SHALL BE EVALUATED BY THE OWNER FORCOMPLIANCE WITH FREDERICK WATER’S CURRENT STANDARDS AND SPECIFICATIONS.THE SYSTEMS SHALL BE TESTED AND ANY DEFICIENCIES CORRECTED. ALL WORKPERFORMED PER THE FREDERICK WATER INSPECTOR’S REQUIREMENTS.6.GREASE TRAP / OIL WATER SEPARATOR 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 WITH BOTHFREDERICK COUNTY INSPECTIONS DEPARTMENT AND FREDERICK WATER7.UTILITY ABANDONMENT NOTES:a.EXISTING UTILITY PIPES AND APPURTENANCES THAT ARE NOT PART OF THE FINISHEDSYSTEM SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. THIS SHALLINCLUDE MANHOLES, VAULTS, VALVES, ETC.1'9'FREDERICK WATEROWNERSHIP ANDMAINTENANCECARTER MYERSOWNERSHIP ANDMAINTENANCEGATE VALVEON TEEFACE OF BUILDING FIRE RISERF.W.ESMT LIMITS FIRE RISER DETAILn.t.s.E4E1E5AC1E1E1W3WCONTRACTOR TOCONFIRM LINE SIZEAND LOCATION WITHTEST HOLES.PROP 10' FREDERICK WATER ESMT20' FREDERICKWATER ESMTWATER MAIN CONNECTION NOTES:CONTRACTOR SHALL:1.TEST PIT THE EXISTING MAINS PER FREDERICK WATER INSPECTOR’SREQUIREMENTS. EX CONNECTION BELIEVED TO BE 8"X6" TAPPINGVALVE. CONTRACTOR TO REPLACE WITH 8" X 8" TEE.2.THREE 8" GATE VALVES AND MJ LONG SLEEVES AS REQUIRED.3.INSTALL JOINT RESTRAINTS ON EXISTING 8" WATER MAIN PERCURRENT FREDERICK WATER REQUIREMENTS PRIOR TO SHUT DOWN4.PREPARE WORK AS FAR IN ADVANCE AS POSSIBLE TO MINIMIZESHUT DOWN TIME.5.HAVE SUFFICIENT RESOURCES ON-SITE TO ACCOMPLISH TASKS PERFREDERICK WATER INSPECTOR’S REQUIREMENTS.6.PREPARE A WATER SHUT DOWN PLAN SATISFACTORY TO THEFREDERICK WATER INSPECTOR. FIREWATCH, NIGHT TIME WORK ETC.MAYBE REQUIRED.7.SCHEDULE SHUTDOWN WITH THE FREDERICK WATER INSPECTOR,FREDERICK COUNTY FIRE MARSHALL, AND ALL AFFECTEDCUSTOMERS AT LEAST (7) DAYS IN ADVANCE, AND MAKEPREPARATIONS AS REQUIRED BY ALL PARTYS.PROP 20' FREDERICKWATER ESMTDATE:SCALE:CHECKED BY:SHEET OF 27Hyundai Store Carter Myers Automotive LOT 75 (A) 11L BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJULY 27, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/28/23UTILITY PLAN03060 13EASEMENT 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 080007552AC1ACCESS EASEMENTINSTRUMENT 008000552E1EX. NORTHERN VIRGINIA POWER COMPANY ELECT. EASEMENTDB 201 PG 93 NO WIDTH DEFINEDE2EX. POTOMAC EDISON CO ELECTRIC EASEMENTDB 661 PG 238 (APPROX LOCATION)E3EX. 20' SHENANDOAH VALLEY ELECT COOP EASEMENTINSTRUMENT 120012536 (CENTERED ON INSTALLED UTILITY)E4EX. 30' POTOMAC EDISON CO. EASEMENTINSTRUMENT 040017060E5EX. 10' POTOMAC EDISON CO. EASEMENTINSTRUMENT 040017060PA1EX. PRIVATE ACCESS EASEMENTINTRUMENT 090013383SD1EX. 100' X 190' STORMWATER MNGT AND DRAINAGE EASEMENTINSTRUMENT 090013383SD2EX. 10' DRAINAGE AND UTILITY EASEMENTDB 6952 PG 490SD3EX. 5' SLOPE AND DRAINAGE EASEMENTDB 692 PG 490222 UTILITY DETAILSDATE:SCALE:CHECKED BY:SHEET OF 27Hyundai Store Carter Myers Automotive LOT 75 (A) 11L BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJULY 27, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/28/2314 UTILITY DETAILSDATE:SCALE:CHECKED BY:SHEET OF 27Hyundai Store Carter Myers Automotive LOT 75 (A) 11L BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJULY 27, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/28/2315FREDERICK WATERConstruction Notes1.Frederick Water's Water and Sewer Standards and Specifications are available at www.frederickwater.com2.The contractor shall adhere to Frederick Water standards and specifications in effect at the time ofconstruction.3.The contractor shall schedule a pre-construction meeting with the Frederick Water Inspector prior tocommencing installation of any water or sewer facilities. Contractor shall also arrange for inspection of saidfacilities by Frederick Water. Oil water separators and/or grease traps may be required by Frederick CountyBuilding Inspections. Both Frederick County Building Inspections and Frederick Water will inspect theinstallation of those facilities. Both inspections shall be scheduled by Contractor.4.The contractor shall connect a new sewer line to an existing manhole by core drilling the manhole.5.A new water (or forced sewer) main shall be connected to an existing main by a a cut-in tee withaccompanying valves.6.Exact locations of water and sewer services on new lines are to be coordinated with Frederick Water'sInspector.a.Adjust Frederick Water facilities to grade as required by the Frederick Water Inspector.7.Frederick Water's maintenance division shall furnish and install all water meters through 2 inch in size.It is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanentmeter is installed:a.The meter box, with its frame and cover, must be properly aligned with the yoke bar.b.The frame and cover shall be set to final grade.c.The distance between the top of the cover and the yoke bar shall be between 20 and 23 inches.d.All components of the meter box assembly shall be in proper working order.8.For services that connect to existing lines:a.Frederick Water shall furnish and install:i.all ⅝”x¾”, ¾”, 1”, 1½” and 2” water servicesii.all sewer services.b.The owner/developer shall:i.coordinate (or have the contractor coordinate) the location of the service lateral with Frederick Water'sengineering assistant.ii.submit an Application for Service and pay the required fees.9.All water service lines must have a backflow prevention assembly (double check valve or RPZ, asrequired). The assembly must meet ASSE standard number 1015 or 1013.10.All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, asrequired). The assembly shall meet ASSE standard number 1048 or 1047. Any privately owned fire line,interior or exterior, shall also have a fire service meter. This assembly shall be installed immediately beforethe backflow prevention unit. Radio read remotes are required.11.Frederick Water shall review the mechanical plan(s) for design and material approval of a building's:a. domestic water meter and its backflow prevention device, and/or itsb.Fire service line's water meter and backflow prevention device.12.DEQ must also approve sewer pump stations. Frederick Water requires a copy of DEQ's Certificate toOperate and a copy of the station's DEQ approved O&M manual. These documents must be received beforesubstantial completion is issued and water meters released. ORANGE PARTNERS, LLCINSTRUMENT 050026393ZONE: B2TAX MAP 75 5 4ALDI INC. (MARYLAND)INSTRUMENT 080008646ZONE: B2TAX MAP 75 5 10ORANGE PARTNERS, LLCINSTRUMENT 080007552ZONE: B2NOPARKINGAREAIRPKPKPKPKPKIRPKSIRPKPKIRWATER VAULT2" METER131415123 9 3 2 3 4 4 0 3 5 3 6 3 7 6061 62 2 4 2 0 A 3 8SAND/OIL INTERCEPTOR(TYP). SEE PLUMBINGPLAN FOR DETAILS2 3 C D E FGE x . C 3 6 A 6 5 6 4 69 68 6 7 66PROP 10' FREDERICK WATER ESMT W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWFDCS S S S E E E 2 7 8 5 2 7 7 2 2 7 6 1 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 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 7 9 0 2 8 9 4 2 8 7 1 2 7 3 6 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 2 2 3 3 1 5 3 3 1 5 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 LOD LOD LOD LOD 3 5 6 3 5 2 2 9 0 3 5 2 3 5 2 2 8 5 3 5 6 3 5 6 2 6 0 2 9 5 3 2 5 3 5 2 3 5 2 330300 250240 3 5 2 3 5 2 3 5 2 2 8 5 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 3 0 5 3 5 0 739 738739 185 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 2 1 1 3 3 1 8 3 2 5 3 2 5 TC TCTCFF=733.72290 3 0 5 GAS GAS GAS SANSANSANSANSANSANPROP 20' FREDERICKWATER ESMTSDSDPROP 20' FREDERICKWATER ESMTWp WpWpWpWpWpWpASEE CMA HONDA SITE PLANFOR DETAILS WORK IN THISSHADED AREAE4E1E5AC1E1E1W3WPROP 10' FREDERICK WATER ESMT20' FREDERICKWATER ESMTPROP 20' FREDERICKWATER ESMTDATE:SCALE:CHECKED BY:SHEET OF 27Hyundai Store Carter Myers Automotive LOT 75 (A) 11L BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJULY 27, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/28/23GRADING PLAN03060 16 EROSION & SEDIMENT CONTROL NARRATIVE Erosion and Sediment Control NarrativeProject DescriptionThis project consists of remodeling and expandintg a auto dealership and supporting site features. 3.0 acres of land will be disturbed with theconstruction 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 used 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 100% Oaklet silt loam with 2-7% 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) is to be installed down-slope of workareas and around the on-site stockpile area to filter sediment-laden runoff from sheet flow as indicated 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 not increase the impervious area of the site. The existing on-site stormwater management system will be used to managestormwater 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.DATE:SCALE:CHECKED BY:SHEET OF 27Hyundai Store Carter Myers Automotive LOT 75 (A) 11L BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJULY 27, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/28/2317 ORANGE PARTNERS, LLCINSTRUMENT 050026393ZONE: B2TAX MAP 75 5 4ALDI INC. (MARYLAND)INSTRUMENT 080008646ZONE: B2TAX MAP 75 5 10ORANGE PARTNERS, LLCINSTRUMENT 080007552ZONE: B2SS2SS2NOPARKINGAREAIRPKPKPKPKPKIRPKSIRPKPKIRAC1WATER VAULT2" METERPROP 10' FREDERICK WATER ESMT EX STORMWATER MNGT AREAS S S S APPROX ROUTE OF EXSAN SEWER LATERAL.SEE STRUCTURAL PLANFOR FOUNDATIONCROSSING DETAIL.E E E LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 739 738739 FF=733.71TC TCTCGAS GAS GASExisting 31,324 SF Honda New Car StoreHeight = 22.4' ± FF = 733.71Tax Map 75 A 11CZoning: B22.93 acresXXXXCESFHATCHING DENOTESDEMOLITION AREABAFFLE REQDFOR SEDIMENTBASINTSPSSRTSPSSRPROP 20' FREDERICKWATER ESMT50' BUILDING RESTRICTION LINE10' PARKING RESTRICTION LINE IPIPIPIPIPIPIPIPIPIPPROP 20' FREDERICKWATER ESMTExisting 12,352 SF Crosspoint Used Car StoreProposed 22,154 SF Hyundai StoreHeight = 22.4'±Proposed Site Area = 6.75 acresSEE CMA HONDA SITE PLANFOR DETAILS WORK IN THISSHADED AREACEIPIPIPIPIPIPIPIPXXXXSFX X X X X X X X X X X X X X X XSF SFXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXX X X SFSFSFSFSFXXXXSFFILTREXXFILTREXXFILTREXXFILTREXXFILTREXXFILTREXXFILTREXXFILTREXXFILTREXXFILTREXXFILTREXXFILTREXX50' BUILDING SETBACKXXXXXXXXXXX X X X X X XSFSFE4E1E5 AC1E1E1W3PROP 10' FREDERICK WATER ESMT20' FREDERICKWATER ESMTPROP 20' FREDERICKWATER ESMTIPFILTREXXDATE:SCALE:CHECKED BY:SHEET OF 27Hyundai Store Carter Myers Automotive LOT 75 (A) 11L BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJULY 27, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/28/23PHASE 1 EROSION & SEDIMENT CONTROL PLAN03060 18 ORANGE PARTNERS, LLCINSTRUMENT 050026393ZONE: B2TAX MAP 75 5 4ALDI INC. (MARYLAND)INSTRUMENT 080008646ZONE: B2TAX MAP 75 5 10ORANGE PARTNERS, LLCINSTRUMENT 080007552ZONE: B2NOPARKINGAREAIRPKPKPKPKPKIRPKSIRPKPKIRAC1WATER VAULT2" METERC D E FGE x . C PROP 10' FREDERICK WATER ESMT W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W EX STORMWATER MNGT AREAWFDCS S S S APPROX ROUTE OF EXSAN SEWER LATERAL.SEE STRUCTURAL PLANFOR FOUNDATIONCROSSING DETAIL.E E E LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 739 738739 FF=733.71TC TCTCGAS GAS GAS SANSANSANSANSANSANExisting 31,324 SF Honda New Car StoreHeight = 22.4' ± FF = 733.71Tax Map 75 A 11CZoning: B22.93 acresXXXXCESFBAFFLE REQDFOR SEDIMENTBASINTSPSSRTSPSSRPROP 20' FREDERICKWATER ESMT50' BUILDING RESTRICTION LINE10' PARKING RESTRICTION LINE IPIPIPIPIPIPIPIPIPIPSDSDPROP 20' FREDERICKWATER ESMTWp WpWpWpWpWpWpAExisting 12,352 SF Crosspoint Used Car StoreProposed 22,154 SF Hyundai StoreHeight = 22.4'±Proposed Site Area = 6.75 acresSEE CMA HONDA SITE PLANFOR DETAILS WORK IN THISSHADED AREACEIPIPIPIPIPIPIPIPIPXXXXSFX X X X X X X X X X X X X X X XSF SFXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXX X X SFSFSFSFSFXXXXSFFILTREXXFILTREXXFILTREXXFILTREXXFILTREXXFILTREXXFILTREXXFILTREXXFILTREXXFILTREXXSFFILTREXXIPFILTREXXIPFILTREXXTSPSSRTSPSSR50' BUILDING SETBACKXXXXXXXXXXX X X X X X XSFSFE4E1E5 AC1E1E1W3WPROP 10' FREDERICK WATER ESMT20' FREDERICKWATER ESMTPROP 20' FREDERICKWATER ESMTIPFILTREXXDATE:SCALE:CHECKED BY:SHEET OF 27Hyundai Store Carter Myers Automotive LOT 75 (A) 11L BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJULY 27, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/28/23PHASE 2 EROSION & SEDIMENT CONTROL PLAN03060 19 E & S DETAILSDATE:SCALE:CHECKED BY:SHEET OF 27Hyundai Store Carter Myers Automotive LOT 75 (A) 11L BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJULY 27, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/28/2320 E & S DETAILSDATE:SCALE:CHECKED BY:SHEET OF 27Hyundai Store Carter Myers Automotive LOT 75 (A) 11L BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJULY 27, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/28/2321 TAX MAP 75 5 5ORANGE PARTNERS, LLCINSTRUMENT 050026393ZONE: B2TAX MAP 75 5 4ALDI INC. (MARYLAND)INSTRUMENT 080008646ZONE: B2TAX MAP 75 5 10ORANGE PARTNERS, LLCINSTRUMENT 080007552ZONE: B2NOPARKINGAREAIRPKPKPKPKPKIRPKSIRPKPKIRWATER VAULT2" METERC D E FGE x . C PROP 10' FREDERICK WATER ESMT W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWFDCS S S S E E E GAS GAS GAS SANSANSANSANSANSANPROP 20' FREDERICKWATER ESMTSDSDPROP 20' FREDERICKWATER ESMTWp WpWpWpWpWpWpASEE CMA HONDA SITE PLANFOR DETAILS WORK IN THISSHADED AREA50' BUILDING SETBACK1.82.02.10.63.72.62.22.41.62.43.64.34.84.74.57.76.73.21.50.92.12.43.74.74.56.32.215.116.710.34.72.11.10.70.50.42.23.64.15.35.66.410.317.922.827.721.211.75.22.31.20.70.40.30.30.20.53.04.24.57.99.515.324.427.628.726.219.911.76.32.71.30.70.40.30.30.20.21.11.62.64.96.512.421.522.926.826.724.623.220.318.614.19.04.41.80.80.50.40.30.20.50.91.52.53.96.211.424.530.228.022.318.015.517.120.422.522.816.47.63.01.20.60.40.30.30.40.50.81.32.14.210.620.128.823.115.810.98.19.513.421.928.327.921.110.55.02.10.90.50.40.40.60.81.43.710.117.923.119.111.96.34.34.05.811.121.927.125.819.312.77.93.81.60.80.50.30.50.91.31.95.412.116.014.79.34.73.42.82.94.17.714.018.619.718.215.210.96.73.41.40.70.41.02.02.65.614.515.69.75.13.63.23.73.43.75.28.512.115.916.716.714.410.66.52.91.20.60.42.13.85.316.519.310.54.74.97.19.68.48.07.47.59.412.415.617.517.715.011.05.92.51.00.50.41.84.35.815.822.912.66.38.012.418.122.813.213.49.17.99.713.617.817.723.720.511.04.41.70.80.70.80.74.15.416.321.412.27.811.016.826.529.127.518.812.99.79.011.317.726.428.024.714.17.03.21.51.62.52.92.21.41.04.514.516.09.27.711.718.628.032.431.022.917.713.510.310.417.226.026.621.215.09.85.43.44.16.28.47.73.52.24.09.29.06.46.810.416.121.825.426.124.221.217.313.010.812.516.818.516.415.912.18.56.88.110.714.413.79.53.62.24.24.54.66.28.811.615.017.820.121.622.221.319.214.710.811.113.715.815.414.412.310.911.814.016.715.513.05.53.23.92.74.77.811.010.69.710.813.517.022.017.627.321.011.89.610.612.915.516.215.314.113.714.715.815.912.86.83.94.51.94.210.916.916.611.27.38.713.323.028.327.921.013.510.29.011.314.517.017.816.813.812.112.411.69.56.34.13.53.02.86.717.025.118.39.46.79.918.123.322.520.516.712.79.810.112.716.715.914.910.38.09.19.49.17.54.41.75.010.322.925.816.18.57.410.514.618.919.619.916.212.09.810.513.113.29.95.76.08.913.914.811.61.06.818.127.924.715.07.97.811.316.321.022.921.315.711.17.17.26.05.15.57.414.021.518.24.88.322.028.022.613.27.58.914.621.627.729.623.310.96.23.83.95.37.010.616.65.49.319.627.820.110.98.913.921.029.930.727.314.35.24.36.29.310.610.14.96.211.325.326.418.611.712.719.026.128.423.112.86.08.013.916.513.45.05.615.924.325.717.712.114.917.918.315.18.77.713.722.34.57.114.322.720.712.710.311.411.19.17.28.515.33.84.86.314.618.211.77.36.66.25.04.66.43.83.86.511.47.94.83.62.92.22.42.64.94.02.72.01.51.51.21.61.61.31.00.60.60.50.30.40.50.60.70.70.60.70.81.01.21.51.92.12.11.50.40.60.91.51.31.11.31.71.92.12.63.13.53.42.92.83.80.20.30.40.71.10.23.52.82.12.63.03.03.13.54.35.04.95.14.85.34.62.30.20.30.40.50.60.91.73.70.34.64.24.24.54.54.14.04.75.96.66.14.85.44.02.41.50.90.70.20.30.40.60.80.90.91.01.63.04.94.85.76.36.25.95.04.44.45.66.86.76.66.04.23.12.41.51.31.41.10.30.61.01.31.51.41.31.31.83.05.15.66.67.77.56.75.94.84.24.75.97.27.46.55.74.83.72.82.73.31.70.61.11.92.42.62.21.71.82.64.05.77.47.98.17.67.57.25.84.43.85.16.57.26.96.86.25.55.04.95.23.41.71.11.72.93.63.82.92.12.23.24.76.47.98.38.08.28.79.67.64.54.64.75.56.26.46.77.26.95.75.45.63.92.21.22.52.94.24.95.03.52.42.53.65.36.87.68.08.49.310.912.211.17.65.95.45.55.55.55.76.87.26.86.55.73.92.81.71.44.64.65.26.15.73.82.72.94.25.66.67.07.99.411.412.211.810.48.47.16.66.45.75.04.85.47.17.87.76.75.44.02.82.83.14.84.74.86.25.94.03.13.65.16.46.76.67.18.77.112.110.88.98.17.77.98.06.85.14.04.76.07.37.67.66.95.84.94.85.02.63.14.96.36.96.24.53.94.76.47.87.76.66.17.610.110.19.08.48.08.69.210.38.65.14.94.55.05.96.87.47.87.15.15.14.72.91.42.54.46.17.26.45.25.16.58.110.19.87.37.07.38.48.78.28.28.69.611.412.612.08.26.25.24.84.95.46.17.37.16.45.84.12.31.33.04.76.27.16.56.16.78.210.812.212.39.77.97.47.67.57.47.99.411.512.412.110.88.87.46.35.44.64.34.86.07.47.66.75.03.11.71.43.55.16.56.96.46.57.910.311.912.110.89.28.27.67.26.76.36.88.56.912.110.99.18.48.07.66.55.04.03.74.96.67.87.46.14.52.92.82.53.95.46.66.35.55.67.110.611.910.49.28.27.97.97.26.15.55.65.69.29.99.08.68.48.59.08.35.93.93.84.15.47.28.07.05.94.84.80.21.95.26.36.85.64.44.24.37.59.48.88.17.98.18.68.06.24.54.85.97.48.48.48.48.910.011.311.37.35.54.44.04.55.87.47.76.84.85.14.12.21.04.94.66.36.54.93.42.84.15.87.57.97.88.49.010.410.15.85.85.45.66.47.38.08.910.411.812.312.09.47.05.54.44.04.66.17.26.65.34.82.81.40.70.44.64.96.16.04.02.32.33.24.66.27.48.39.411.412.312.49.17.06.05.75.86.27.08.911.912.611.910.28.87.76.55.14.03.84.55.96.66.24.62.71.40.60.33.95.66.35.43.32.01.82.53.65.06.68.711.112.112.211.09.17.96.86.05.45.25.66.79.510.99.78.98.18.17.66.14.43.53.44.55.75.64.22.91.60.70.30.23.54.65.54.62.71.61.41.82.63.75.17.16.511.710.49.18.38.07.66.65.34.74.05.57.48.78.48.28.38.79.27.74.54.03.53.64.24.63.72.51.40.60.30.10.12.53.74.54.83.72.21.31.11.31.82.63.74.37.89.18.58.17.98.28.67.75.73.94.34.86.17.47.98.29.210.311.76.67.05.24.13.53.43.42.91.91.10.50.20.10.10.13.24.04.44.03.01.81.00.80.91.31.62.84.15.97.37.67.68.49.210.510.05.25.04.34.45.36.47.79.010.812.312.311.38.86.75.24.03.22.72.11.40.80.40.20.10.10.10.03.94.74.53.42.21.30.80.60.60.91.32.13.24.76.17.18.19.311.312.111.88.55.84.54.14.45.36.79.212.312.511.69.68.57.46.24.73.32.51.61.10.70.40.20.10.10.14.65.35.54.52.81.60.90.60.50.61.01.62.43.64.96.38.410.911.911.69.87.55.64.23.53.54.15.25.610.310.79.48.78.08.07.45.63.82.21.71.10.60.40.20.10.14.35.95.94.12.11.10.60.40.81.11.72.53.54.76.55.910.99.17.45.64.33.22.72.73.23.65.67.98.88.48.28.48.99.37.03.83.12.01.20.70.40.30.24.75.26.05.53.31.50.70.40.30.81.21.72.43.33.76.77.86.65.23.82.82.11.92.02.33.65.16.87.98.38.59.610.611.89.26.03.82.41.50.90.50.34.56.16.34.92.61.10.40.30.71.01.32.23.24.55.24.63.42.41.71.41.31.72.53.65.06.37.48.49.611.212.111.89.76.84.42.71.60.93.44.75.65.83.92.00.80.30.60.91.42.12.93.32.92.21.61.21.11.31.92.94.25.56.36.87.710.012.411.510.17.65.83.92.51.54.35.25.54.83.01.50.60.30.60.91.41.92.11.81.41.21.11.31.82.63.85.46.66.76.36.45.610.19.27.45.84.12.91.94.04.95.55.03.72.21.00.50.60.91.21.31.21.11.11.31.92.73.95.57.08.58.06.45.36.17.26.95.64.43.12.04.65.65.95.64.02.61.50.70.40.60.70.80.90.91.21.82.74.05.57.49.311.16.46.95.85.45.55.44.83.92.74.05.66.25.03.01.70.90.50.50.60.70.91.22.03.25.17.29.711.511.810.98.26.15.14.95.05.24.54.15.45.85.63.82.00.90.50.30.40.50.71.11.83.04.87.811.411.510.78.56.95.54.95.25.86.43.55.05.74.62.61.10.50.30.40.50.91.42.33.64.29.19.37.76.45.14.75.05.62.03.14.24.53.11.60.60.30.20.40.61.01.72.14.16.16.55.54.64.04.55.71.52.43.23.01.91.00.40.20.40.60.91.92.94.04.43.83.33.54.50.61.01.62.11.91.20.60.30.20.40.81.32.02.62.72.42.22.70.40.71.11.31.10.70.40.10.20.40.60.91.31.61.71.51.40.70.80.70.50.10.20.20.40.60.81.01.11.00.90.40.10.10.10.20.30.50.81.00.90.80.10.10.10.20.30.51.11.71.71.30.10.10.20.20.30.71.42.53.22.90.10.10.10.20.20.40.91.93.04.55.20.10.10.20.20.30.51.02.03.34.16.40.10.10.10.20.30.40.61.12.13.85.35.40.10.10.20.20.30.40.71.11.83.04.86.90.10.10.20.20.30.50.91.51.92.22.90.20.20.20.20.30.40.61.22.13.03.02.30.20.20.20.20.30.50.91.72.84.24.94.20.30.30.30.30.40.61.12.23.44.26.27.10.50.50.50.40.81.42.84.65.86.25.50.70.41.01.83.25.47.38.87.00.51.32.13.45.27.68.57.52.53.74.56.68.55.96.45.66.5Luminaire ScheduleSymbolQtyArrangementTotal WattsLabel2SINGLE576MRM-LED-36L-SIL-FTA-50-70CRI-7SINGLE2016MRM-LED-36L-SIL-FTA-50-70CRI4SINGLE640MRM-LED-24L-SIL-2-50-70CRI-IL9SINGLE1440MRM-LED-24L-SIL-3-50-70CRI9BACK-BACK2880MRM-LED-24L-SIL-FT-50-70CRI 1802SINGLE508MRM-LED-36L-SIL-AM-50-70CRI3BACK-BACK1524MRM-LED-36L-SIL-AM-50-70CRI 18022 @ 90 DEGREES1016MRM-LED-36L-SIL-AM-50-70CRI 90Calculation SummaryLabelUnitsAvgMaxMinFRONT REDFc10.7832.40.2REAR BLACKFc4.5512.60.0WPROP 10' FREDERICK WATER ESMT NOTE: EXISTING LIGHT POLES AND PRECAST BASESREMOVED DURING DEMOLITION ARE TO BE REUSED.20' FREDERICKWATER ESMTPROP 20' FREDERICKWATER ESMTDATE:SCALE:CHECKED BY:SHEET OF 27Hyundai Store Carter Myers Automotive LOT 75 (A) 11L BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJULY 27, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/28/23OUTDOOR LIGHTING PLAN03060 22 OUTDOOR LIGHT DETAILSDATE:SCALE:CHECKED BY:SHEET OF 27Hyundai Store Carter Myers Automotive LOT 75 (A) 11L BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJULY 27, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/28/2323 TAX MAP 75 5 5ORANGE PARTNERS, LLCINSTRUMENT 050026393ZONE: B2TAX MAP 75 5 4ALDI INC. (MARYLAND)INSTRUMENT 080008646ZONE: B2TAX MAP 75 5 10ORANGE PARTNERS, LLCINSTRUMENT 080007552ZONE: B2NOPARKINGAREAIRPKPKPKPKPKIRPKSIRPKPKIRWATER VAULT2" METERC D E FGE x . C PROP 10' FREDERICK WATER ESMT W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWFDCS S S S E E E GAS GAS GAS SANSANSANSANSANSAND-MD-MD-MD-MD-MD-MD-MFIRELANEMARKINGFDC26' FIRE LANE26' FIRE LANEFDC HYDRANTEX. HYDRANTEX. HYDRANTPROP 20' FREDERICKWATER ESMTD-M 25' FIRE LANE8" WATER MAIND-MD-MSDSDPROP 20' FREDERICKWATER ESMTWp WpWpWpWpWpWpASEE CMA HONDA SITE PLANFOR DETAILS WORK IN THISSHADED AREACD-MD-MD-MAD-MAA C D-MCFDC HYDRANTHYDRANTHYDRANTEX. 8" WATER MAINPROP. 8"WATER MAINPAINTED CURB -FIRE LANE50' BUILDING SETBACK LOADING SPACELOADING SPACEE4E1E5AC1E1E1W3WPROP 10' FREDERICK WATER ESMT20' FREDERICKWATER ESMTPROP 20' FREDERICKWATER ESMTDATE:SCALE:CHECKED BY:SHEET OF 27Hyundai Store Carter Myers Automotive LOT 75 (A) 11L BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJULY 27, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/28/23LIFE SAFETY PLAN03060 NOPARKINGFIRE LANENOPARKINGFIRE LANENOPARKINGFIRE LANENOPARKINGFIRE LANE24 TAX MAP 75 5 5ORANGE PARTNERS, LLCINSTRUMENT 050026393ZONE: B2TAX MAP 75 5 4ALDI INC. (MARYLAND)INSTRUMENT 080008646ZONE: B2TAX MAP 75 5 10ORANGE PARTNERS, LLCINSTRUMENT 080007552ZONE: B2NOPARKINGAREAIRPKPKPKPKPKIRPKSIRPKPKIRWATER VAULT2" METERC D E FGE x . C PROP 10' FREDERICK WATER ESMT W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWFDCS S S S E E E GAS GAS GAS SANSANSANSANSANSANPROP 20' FREDERICKWATER ESMTSDSDPROP 20' FREDERICKWATER ESMT10+25.6= 20° H B 1 1 + 0 5 . 6 = 3 6 ° H B 11 + 6 1 . 1 = 4 5 ° H B 12+ 4 5 . 8 = 3 0 ° H B10+42.5= 53° HBWp WpWpWpWpWpWpASEE CMA HONDA SITE PLANFOR DETAILS WORK IN THISSHADED AREA50' BUILDING SETBACKLuminaire ScheduleSymbolQtyArrangementTotal WattsLabel2SINGLE576MRM-LED-36L-SIL-FTA-50-70CRI-7SINGLE2016MRM-LED-36L-SIL-FTA-50-70CRI4SINGLE640MRM-LED-24L-SIL-2-50-70CRI-IL9SINGLE1440MRM-LED-24L-SIL-3-50-70CRI9BACK-BACK2880MRM-LED-24L-SIL-FT-50-70CRI 1802SINGLE508MRM-LED-36L-SIL-AM-50-70CRI3BACK-BACK1524MRM-LED-36L-SIL-AM-50-70CRI 18022 @ 90 DEGREES1016MRM-LED-36L-SIL-AM-50-70CRI 90Calculation SummaryLabelUnitsAvgMaxMinFRONT REDFc10.7832.40.2REAR BLACKFc4.5512.60.0PLANT SCHEDULESYMBOLLOCATIONCOMMON NAMESCIENTIFIC NAMESIZEQUANTITYSPACINGNOTEPERIMETERRED MAPLE "RED SUNSET"ACER RUBRUM1-1/4" CALIPER2020'"HEDGE(HEADLIGHT SCREEN)"VIRBURNUM (EVERGREEN)(All evergreen/semi-evergreen varieties)3' HIGH303'E4E1E5AC1E1E1W3WPROP 10' FREDERICK WATER ESMT20' FREDERICKWATER ESMTPROP 20' FREDERICKWATER ESMTDATE:SCALE:CHECKED BY:SHEET OF 27Hyundai Store Carter Myers Automotive LOT 75 (A) 11L BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJULY 27, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/28/23PLANTING PLAN03060GENERAL 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" INANY 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 SOIL INTERFACEPROBLEMS.8.ALL LANDSCAPE PLANTING AREAS RECEIVE A MINIMUM OF 2" MEDIUM-FINE BARK MULCH.9.ALL PLANT MATERIALS ARE TO CONFORM TO THE AMERICAN ASSOCIATION 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 DETAILS25111 STORM WATER NARRATIVE: LIMITS OF STUDY FOR THE PURPOSE OF THIS PLAN WE ARE ANALYZING TO THE LIMITS OF THE PROPERTY. QUANTITY AND QUALITY ANALYSIS EXISTING STORM WATER MANAGEMENT FACILITIES HAVE BEEN APPROVED AND ARE EXISTING ON SITE. OUR ANALYSIS CONSISTED OF A COMPARISON OF EXISTING GREEN SPACE WITH PROPOSED GREEN SPACE AFTER DEVELOPMENT OF THIS PLAN. PRE-DEVELOPMENT GREEN SPACE IS 108,570± SF (2.49± AC.). THE POST DEVELOPMENT GREEN SPACE HAS INCREASED THE GREEN SPACE TO 114,917± SF. (2.64± AC.). THE EQUATES TO A REDUCTION OF 6,347± SF (0.15± AC.) IN IMPERVIOUS. BECAUSE WE HAVE DECREASED IMPERVIOUS AREA THIS PROJECT WILL NOT HAVE AN ADVERSE AFFECT ON EXISTING FACILITIES. IT IS OUR OPINION WE HAVE MET THE INTENT FOR STORM WATER MANAGEMENT. PRE-DEVELOPMENT GREEN SPACE AREA 0 50 100 POST DEVELOPMENT GREEN SPACE AREA DATE: SCALE: CHECKED BY: SHEET OF 27Hyundai StoreCarter Myers AutomotiveLOT 75 (A) 11LBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIATSS 1262.0103 Heath CourtWinchester, VA 22602(540) 686-7373fax (540) 301-1100TSS AS SHOWN JULY 27, 2023 PROJECT NUMBER: DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe 7/28/23STORMWATER MANAGEMENT26Property LineProperty Line2.492 Ac. ± 108569.5 S.F. ±Property LineProperty Line2.638 Ac. ± 114917.3 S.F. ± 5 0 5 1 5 2 131415123 9 3 2 6 2 2 4 2 0A 3 8 3 0 3 1 REMOVE EX STORMPIPE TO PROP EW-1RIPRAP D50=1.0' La = 15'2 3 EFG Ex .C 6 5 6 4 6 9 6 8 6 7 6 6A +5010+00+5011+00+5012+00+5013+00+5014+00+5015+00700705710715720725730735740745750700705710715720725730735740745750+5010+00+5011+00+50700705710715720725730735740745750FACE OF BLDG FREDERICKWATEROWNERSHIPCARTERMYERSOWNERSHIP+500+00+501+00+502+00+503+007057107157207257307357407457507057107157207257307357407457500+00+501+00+502+00705710715720725730735740745750705710715720725730735740745750WATER MAIN, SANITARY SEWER & STORM SEWER PROFILESDATE:SCALE:CHECKED BY:SHEET OF 27Hyundai Store Carter Myers Automotive LOT 75 (A) 11L BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATSS1262.0103 Heath Court Winchester, VA 22602 (540) 686-7373 fax (540) 301-1100TSSAS SHOWNJULY 27, 2023PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe7/28/23STORM SEWER PROFILESTORM SEWER PROFILEWATER MAIN A PROFILEFIRE MAIN PROFILE27122