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Home My WebLink About33-23 Site PlanBYDESCRIPTIONDATEREV BJCBYDATESTATUS08/17/20231131 AYLOR ROADVIRGINIAFREDERICKSTATEAS-BUILTPLAN CHECKEDPRELIMINARYCITYSTEPHENS CITYSITE IDENTIFICATIONCOUNTYSTREET ADDRESSGILES PROJECT No. 9G-2107003AUGUST 25, 2021STANDARD NOTESPLAN SCALE: 1"=20'PARKING INFORMATION@20'90X9'SPACES24SPACESTOTAL64NOTE: ELECTRICAL CONTRACTOR TO CIRCUIT LOT LIGHTING AS NOTED.LOT LIGHTING RECOMMENDATIONPAVING SPECIFICATIONLOCATIONTYPEGASEXISTING ELEVATIONLOT LIGHTLANDSCAPE AREAPROPOSED ELEVATIONSIZEELECTRICWATERSANITARY SEWERSTORM SEWERDATE:PREPARED BY:GASWATERELECTRICSTORM SEWERSANITARY SEWERLEGENDEEWWGG100.00JOB NUMBER:(THE GENERAL CONTRACTOR MUST REVIEW THE SOILS REPORT BEFORE BIDDING THIS PROJECT.)GEOTECHNICAL ENGINEERING EXPLORATION AND ANALYSISUTILITY INFORMATIONSURVEY INFORMATION05/16/202310047100.00SECURITY LIGHTING SYSTEMS, INC. (800-544-4848)RATIO SERIES (LED) 240 WATT FIXTURES @ 21'-0" O.A.H.0450247-06461CADDUNKNOWNSOUTHEAST SIDE OF PROPERTYPREPARED BY: Surveyors • Engineers • Site Planners 375 Northgate Drive Warrendale, PA 15086 Ph: (724) 934-2810 Fax: (724) 934-2811 mdmcadd@mdmllc.com www.mdmllc.com SURVEYORS & ENGINEERS, LLCMDM SURVEYORS & ENGINEERS, LLC375 NORTHGATE DRIVEWARRENDALE, PA 15086R ADDRESS OFFICE THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF McDONALD'S CORPORATION AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. TWO DEMOCRACY CENTER - 6903 ROCKLEDGE DR., SUITE 1100 - BETHESDA, MD 20817 BALTIMORE - WASHINGTON REGION HEAVY DUTY:1-1/2” VDOT SM-9.5 SURFACE COURSE OVER 2-1/2” VDOT IM-19.0 BINDERCOURSE OVER 8” THK. VDOT TYPE I, SIZE 21B DENSE GRADEDAGGREGATE BASE COURSE.LIGHT DUTY:1-1/2” VDOT SM-9.5 SURFACE COURSE OVER 2” VDOT IM-19.0 BINDERCOURSE OVER 6” THK. VDOT TYPE I, SIZE 21B DENSE GRADEDAGGREGATE BASE COURSE.GILES ENGINEERING ASSOCIATES INC.8132 FLANNERY COURTMANASSAS, VA 20109PHONE: (703) 361-2763SOUTHEAST SIDE OF PROPERTYWEST SIDE OF PROPERTYEAST SIDE OF PROPERTYSOUTHEAST SIDE OF PROPERTYUNKNOWN15" DIA.UNKNOWNUNKNOWNUNKNOWNUNKNOWNCMPUNKNOWNUNKNOWN@90 OVER-SIZED VEHICLESSPACES6@20'60X9'SPACES2510/13/2023@18'90X10'SPACES9BJCADDRESSED COUNTY REVIEW COMMENTS10/27/202301SITE LOCATION MAPSCALE: 1" = 2,000'McDonald's Restaurant L/C 45-0247For:Site Plan ReviewPREPARED BY:SURVEYOR:DEVELOPER / APPLICANT:PROPERTY OWNER:McDONALD'S CORPORATION110 N. CARPENTER STREETCHICAGO, ILLINOIS 60607STEVE KELLETT, AREA CONSTRUCTION MANAGER(864) 494-2491UTILITY CONTACT INFORMATIONDRAWING INDEXCS COVER SHEET1 of 2ALTA/NSPS LAND TITLE SURVEY2 of 2ALTA/NSPS LAND TITLE SURVEYC-0DEMOLITION PLANC-1SITE PLANC-1ADRIVE THRU DETAIL PLANC-1BACCESSIBILITY DETAILSC-2GRADING PLANC-2A STORMWATER DETAILSC-3SITE UTILITY PLANC-3AUTILITY EXTENSION PLANC-4EROSION & SEDIMENT CONTROL PLANC-4AEROSION & SEDIMENT CONTROL NOTESC-4BEROSION & SEDIMENT CONTROL DETAILSC-5LANDSCAPE PLANC-6PHOTOMETRIC LIGHTING PLANC-7LIFE SAFETY PLANSD-1SITE DETAILSSD-2TRASH ENCLOSURE DETAILSSD-3FOUNDATION DETAILS (1 OF 2)SD-4FOUNDATION DETAILS (2 OF 2)SD-5VDOT NOTES & DETAILSENGINEER:MDM SURVEYORS & ENGINEERS, LLC375 NORTHGATE DRIVEWARRENDALE, PA 15086(724) 934-2810EUGENE S. DVORCHAK P.E.VIRGINIA LICENSE No. 40403MDM SURVEYORS & ENGINEERS, LLC375 NORTHGATE DRIVEWARRENDALE, PA 15086(724) 934-2810HOWARD G. McILVRIED P.S.VIRGINIA LICENSE No. 2814ZONING INFORMATIONPARKING REQUIREMENTS(1.4) PARKING SPACE FOR EVERY 100 Sq.Ft. OF SEATING FLOOR AREASEATING FLOOR AREA:1,216 Sq.Ft. ÷ 100 Sq.Ft. X 1.4 = 18 (17.02) PARKING SPACES REQUIRED64 PARKING SPACES PROVIDEDACCESSIBLE PARKING:PROVIDE ONE (1) ACCESSIBLE PARKING SPACE FOR EVERY TWENTY-FIVE (25)PARKING SPACES PROVIDED.64 SPACES PROVIDED ÷ 25 = 3 (2.56) SPACES REQUIRED3 SPACES PROVIDEDVAN ACCESSIBLE SPACES: 1 SPACE REQUIRED1 SPACE PROVIDEDLOADING SPACE REQUIREMENTS:PROVIDE ONE (1) SPACE FOR EVERY 10,000 SF OF FLOOR AREAONE (1) LOADING SPACE REQUIRED - 12' x 45' x 14' CLEAR HEIGHTONE (1) LOADING SPACE PROVIDEDPARKING SPACE SIZES:MINIMUM 180 SF REQUIREDMINIMUM 180 SF PROVIDED(9' x 20') (10' x 18')MINIMUM AISLE WIDTH:18 FEET FOR ONE-WAY - 60 DEGREE PARKING21'-5" PROVIDEDMINIMUM STACKING REQUIRED FOR DRIVE THRU LANES:90 FEET REQUIRED120 FEET PROVIDEDMINIMUM DRIVE THRU AISLE WIDTH:9'-0” WIDE REQUIRED10'-0” WIDE PROVIDEDEXISTING PARKING:8 - OVER-SIZED VEHICLES69 - PASSENGER VEHICLESSurveyors • Engineers • Site Planners375 Northgate DriveWarrendale, PA 15086Ph: (724) 934-2810 Fax: (724) 934-2811mdmcadd@mdmllc.comwww.mdmllc.comSURVEYORS & ENGINEERS, LLCSANITARY SEWERFREDERICK COUNTY SANITARY AUTHORITY315 TASKER ROADSTEPHENS CITY, VA 22655(540) 868-1061EARL WILEYSTORM SEWERVIRGINIA DOT - STAUNTONDISTRICT811 COMMERCE ROADSTAUNTON, VA 22402CONTACT: ED CARTER(540) 984-5600WATER SERVICEFREDERICK WATER315 TASKER ROADSTEPHENS CITY, VA(540) 868-1061EARL WILEYGAS SERVICEWASHINGTON GAS (SHENANDOAH DIVISION)350 HILLANDALE LANEWINCHESTER, VA 22602(703) 750-1000ADMINISTRATIONELECTRIC SERVICERAPPAHANNOCK ELECTRIC COOPERATIVE137 KELLEY COURTFRONT ROYAL, VA 22630(540) 622-2001TELEPHONE SERVICEVERIZON404 HILLANDALE LANEWINCHESTER, VA 22602(540) 665-3156TIM KELLEYCSCOVER SHEET1131 Aylor RoadOpequon Magisterial DistrictCounty of Frederick, Commonwealth of VirginiaFLOOD ZONE NOTEBY GRAPHIC PLOTTING ONLY, THIS SITE IS LOCATED IN ZONE X OF THE FLOOD INSURANCERATE MAP 51069C0330D, COMMUNITY NO. 510063, PANEL 0330, SUFFIX D, BEARING ANEFFECTIVE DATE OF 09-02-09 AND IS NOT IN A SPECIAL FLOOD HAZARD AREA.ZONING DISTRICT - B-2 (GENERAL BUSINESS) [PARCEL 85-A-149]A RESTAURANT IS A PERMITTED USE WITHIN THIS ZONING DISTRICT.FLOOR AREA RATIO CALCULATIONS:MAXIMUM ALLOWABLE F.A.R.: 1.0 F.A.R. FOR B-2 DISTRICTTOTAL LOT AREA: 103,863TOTAL GROUND FLOOR AREA: 4,540 S.F.TOTAL FLOOR AREA: 4,540 S.F.PROPOSED FLOOR AREA RATIO: .044PROPERTY IDENTIFICATION NO.: 85-A-149TOTAL LAND AREA: 103,863 S.F. (2.384 ACRES)TOTAL DEVELOPED AREA: 103,863 S.F. (2.384 ACRES)EXISTING USE: McDONALD'S RESTAURANTPROPOSED USE: MCDONALD'S RESTAURANTMcDONALD'S CORPORATIONP.O. BOX 182571COLUMBUS, OHIO 43218STEVE KELLETT, AREA CONSTRUCTION MANAGER(864)494-24911.ALL CONSTRUCTION SHALL COMPLY WITH LOCAL MUNICIPALITY AND COUNTY CODES ANDSTANDARDS. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLEOSHA, FEDERAL, STATE AND LOCAL REGULATIONS.2.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION PERMITS REQUIRED TOPERFORM ALL OF THE WORK. THE CONTRACTOR SHALL POST ALL BONDS, PAY ALL FEES, PROVIDEPROOF OF INSURANCE AND PROVIDE TRAFFIC CONTROL NECESSARY FOR THIS WORK.3.THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND CONTACT THE OWNERIF THERE ARE ANY QUESTIONS OR CONFLICTS REGARDING THE CONSTRUCTION DOCUMENTSAND/OR FIELD CONDITIONS SO THAT APPROPRIATE REVISIONS CAN BE MADE PRIOR TOCONSTRUCTION. ANY CONFLICT BETWEEN DRAWINGS AND THE SPECIFICATIONS SHALL BECONFIRMED WITH THE OWNER PRIOR TO BIDDING.4.SHOULD ANY UNCHARTED, OR INCORRECTLY CHARTED, EXISTING PIPING OR OTHER UTILITY BEUNCOVERED DURING EXCAVATION, CONSULT THE OWNER IMMEDIATELY BEFORE PROCEEDINGFURTHER WITH THE WORK IN THIS AREA.5.THE CONTRACTOR SHALL ABIDE BY ALL OSHA, FEDERAL, STATE AND LOCAL REGULATIONS WHENOPERATING CRANES, BOOMS, HOISTS, ETC. IN CLOSE PROXIMITY TO OVERHEAD ELECTRIC LINES.IF CONTRACTOR MUST OPERATE EQUIPMENT CLOSE TO ELECTRIC LINES, CONTACT THE POWERCOMPANY TO MAKE ARRANGEMENTS FOR PROPER SAFEGUARDS.6.THE CONTRACTOR SHALL RESTORE ANY STRUCTURES, PIPE, UTILITY, PAVEMENT, CURBS,SIDEWALKS, LANDSCAPED AREAS, ETC. WITHIN THE SITE OR ADJOINING PROPERTIES DISTURBEDDURING DEMOLITION OR CONSTRUCTION TO THEIR ORIGINAL CONDITION OR BETTER, AND TOTHE SATISFACTION OF THE OWNER AND LOCAL MUNICIPALITY.7.THE CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL AND MAINTAIN TRAFFIC DEVICES FORPROTECTION OF PEDESTRIANS AND VEHICLES CONSISTING OF DRUMS, BARRIERS, SIGNS, LIGHTS,FENCES AND UNIFORM TRAFFIC CONTROLLERS IN ACCORDANCE WITH VDOT MPT SPECIFICATIONSAND/OR AS REQUIRED OR DIRECTED BY THE LANDLORD OR OWNER OR LOCAL GOVERNINGAUTHORITIES. CONTRACTOR SHALL MAINTAIN ALL TRAFFIC LANES AND PEDESTRIAN WALKWAYSAT ALL TIMES UNLESS WRITTEN APPROVAL FROM VDOT, LOCAL MUNICIPALITY, COUNTY, OR OTHERGOVERNING AUTHORITY IS RECEIVED.8.THE CONTRACTOR SHALL NOTIFY THE OWNER SHOULD ANY DISCREPANCY REGARDING THEPROPOSED WORK OR UNFORESEEN CONDITIONS ARISE PRIOR TO PROCEEDING FURTHER WITHTHE AFFECTED WORK.9.THE CONTRACTOR SHALL PROVIDE AS-BUILT RECORDS OF ALL CONSTRUCTION (INCLUDINGUNDERGROUND UTILITIES) TO THE OWNER FOLLOWING COMPLETION OF CONSTRUCTIONACTIVITIES.10.REFER TO DETAIL SHEETS FOR EROSION AND SEDIMENT CONTROL, STORM DRAINAGE, UTILITY,PAVING, CURBING, SIGNAGE, AND OTHER DETAILS AS APPLICABLE.11.PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH VDOT SPECIFICATIONS AND SHALL BEEITHER COLD LAID THERMOPLASTIC TAPE OR PAINTED AS DESIGNATED ON THE PLANS ORPAVEMENT MARKING DETAILS.12.ALL SITE DIMENSIONS ARE REFERENCED TO THE FACE OF CURBS OR EDGE OF PAVING UNLESSOTHERWISE NOTED. ALL BUILDING DIMENSIONS ARE REFERENCED TO THE OUTSIDE FACE OF THESTRUCTURE UNLESS OTHERWISE NOTED.13.ALL PAVING MATERIALS FURNISHED AND WORK COMPLETED SHALL BE IN STRICT ACCORDANCEWITH VDOT SPECIFICATIONS AND VDOT STANDARD DETAILS AS AMENDED UNLESS OTHERWISESPECIFIED.14.THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL RUBBISH, TRASH,DEBRIS, AND ORGANIC MATERIAL IN A LAWFUL MANNER.15.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS FOR BUILDING,WALLS, CONCRETE SLABS, AND UTILITY SERVICE POINT CONNECTIONS AND NOTIFYING THEOWNER OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL REFERENCE BUILDING CONSTRUCTION PLANS FOR EXACT LOCATIONS OF ALL UTILITYCONNECTIONS TO BUILDINGS, DOOR STEP LOCATIONS, ETC.16.INFORMATION ON EXISTING UTILITIES HAS BEEN COMPILED FROM AVAILABLE INFORMATIONINCLUDING UTILITY COMPANY AND MUNICIPAL RECORD MAPS AND FIELD SURVEY AND IS NOTGUARANTEED CORRECT OR COMPLETE. UTILITIES ARE SHOWN TO ALERT THE CONTRACTOR TOTHEIR PRESENCE AND THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUALLOCATIONS AND ELEVATIONS OF ALL UTILITIES INCLUDING SERVICES. PRIOR TO DEMOLITION ORCONSTRUCTION, THE CONTRACTOR SHALL CONTACT MISS UTILITY OF VA 72 HOURS BEFORECOMMENCEMENT OF WORK AT 1-800-552-7001 AND VERIFY ALL LOCATIONS.17.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL PRODUCTS, MATERIALS AND PLANSPECIFICATIONS TO THE ARCHITECT AS REQUIRED FOR REVIEW AND APPROVAL, PRIOR TOFABRICATION OR DELIVERY TO THE SITE. ALLOW A MINIMUM OF 14 WORKING DAYS FOR REVIEW.GENERAL SITE INFORMATIONMINIMUM LOT SIZENONEMINIMUM FRONT YARD SETBACKMINIMUM REAR YARD SETBACKMINIMUM SIDE YARD SETBACK35'-0" ON COLLECTOR ORMINOR STREET35'-0"ON COLLECTORNONE103,863 SFNONE71'-0" (S)REQUIREDPROPOSEDDESCRIPTION57'-11"ON OLD AYLOR ROAD118'-6"ON NEW AYLOR ROADN/AMAXIMUM BUILDING HEIGHT35'21'-5" +/-MAXIMUM FLOOR AREA RATIO1.00.04MINIMUM LANDSCAPE AREA15%31%SIGNAGE RESTRICTIONS:MINIMUM FRONT YARD SETBACK(SIGNAGE)MINIMUM REAR YARD SETBACKMINIMUM SIDE YARD SETBACK10'-0"10'-0"10'-0"PARKING RESTRICTIONS:MINIMUM FRONT YARD SETBACKMINIMUM REAR YARD SETBACKMINIMUM SIDE YARD SETBACK10'-0"5'-0"5'-0"APPROVED BY THE FREDERICK COUNTY ZONING ADMINISTRATOR SIGNED_________________________________DATEDSITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE.14'-7"(EXIST. HIGH-RISE)83'-0" (S) EXISTINGN/A45'-7"TO NEW AYLOR ROAD2'-8" (S) EXISTINGN/AIssue Date: 08/17/2023 Revision: 10/27/2023SP #33-23SITE SUMMARY:PREVIOUSLY APPROVED PLANS: SP #13-82, SP #16-88AND SP #39-90 (SECTION 165-802.03 (A)(7))ZONING DISTRICT - B-1 (NEIGHBORHOOD BUSINESS)A RESTAURANT IS A PERMITTED USE WITHIN THIS ZONING DISTRICT.TRACTOR TRAILER PARKING IS NOT A PERMITTED USE WITHIN THIS ZONING DISTRICT.MINIMUM LOT SIZENONEMINIMUM FRONT YARD SETBACKMINIMUM REAR YARD SETBACKMINIMUM SIDE YARD SETBACK35'-0" ON COLLECTOR ORMINOR STREET35'-0"ON COLLECTORNONE103,863 SFNONE71'-0" (S)REQUIREDPROPOSEDDESCRIPTION57'-11"ON OLD AYLOR ROAD118'-6"ON NEW AYLOR ROADN/AMAXIMUM BUILDING HEIGHT35'21'-5" +/-MAXIMUM FLOOR AREA RATIO0.30.04MINIMUM LANDSCAPE AREA35%25%SIGNAGE RESTRICTIONS:MINIMUM FRONT YARD SETBACK(SIGNAGE)MINIMUM REAR YARD SETBACKMINIMUM SIDE YARD SETBACK10'-0"10'-0"10'-0"PARKING RESTRICTIONS:MINIMUM FRONT YARD SETBACKMINIMUM REAR YARD SETBACKMINIMUM SIDE YARD SETBACK10'-0"5'-0"5'-0"14'-7"(EXIST. HIGH-RISE)N/A45'-7"TO NEW AYLOR ROADN/A83'-0" (S) EXISTING2'-8" (S) EXISTING SEALUTILITY SERVICE INFORMATIONSanitary SewerFrederick County Sanitary Authority315 Tasker RoadStephens City, VA 22655(540) 868-1061Storm SewerVirginia DOT - Staunton District811 Commerce RoadStaunton, VA 22402Contact: Ed Carter(540) 984-5600Water ServiceFrederick Water315 Tasker RoadStephens City, VA(540) 868-1061Gas ServiceWashington Gas (Shenandoah Division)350 Hillandale LaneWinchester, VA 22602(703) 750-1000AdministrationElectric ServiceRappahannock Electric Cooperative137 Kelley CourtFront Royal, VA 22630(540) 622-2001Telephone ServiceVerizon404 Hillandale LaneWinchester, VA 22602(540) 665-3156Tim KelleyGENERAL NOTES1. Boundary and bearings shown hereon are based upon a CondemnationSurvey for McDonald's USA, LLC, prepared by Bohler Engineering, dated July13, 2018.2. The underground utilities shown on this survey have been located from fieldsurvey information, markings provided by the utility companies and existingdrawings obtained from utility companies. The surveyor makes no guaranteethat the underground utilities shown comprise all such utilities in the area,either in service or abandoned. The surveyor further does not warrant that theunderground utilities shown are in the exact location indicated, although hedoes certify that they are located as accurately as possible from availableinformation.3. Contour Interval = 1'. Elevations shown hereon are based upon GPSObservation taken during October 29, 2020 in Keynet VRS Network , and areto the North American Vertical Datum of 1988 (NAVD88)(GEOID12a).4. At the time of the field survey, earthmoving work was ongoing adjoiningthe southeast portion of the property.5. The surveyor knows of no known recent or proposed changes in streetright-of-way lines, street or sidewalk construction or repairs.6. There is no observed evidence of this site being used as a solid wastedump, sump, or sanitary landfill.7. There are no delineated wetland areas located on the subject premises.8. Iron pins with cap set are 5/8"Ø rebar, 30" in length with a yellow plasticI.D. cap that bears the inscription "MDM 724-934-2810".SITE LOCATION MAPSCALE: 1=1,000'SITEZONING INFORMATIONZoning District - B-1 (Neighborhood Business)A restaurant is a permitted use within this zoning district; tractortrailer parking is not a permitted use within this zoning districtMinimum Lot Size -Minimum Lot Width -Minimum Front Yard Setback -Minimum Side Yard Setback -Minimum Rear Yard Setback -Maximum Building Height -Minimum Landscaped Area -Maximum Floor Area Ratio -None listedNone listedNone requiredNone required35 feet35%0.3Signage RestrictionsMinimum Front Yard Setback -Minimum Side Yard Setback -Minimum Rear Yard Setback -10 feet10 feet10 feetParking RequirementsMinimum Front Yard Setback -Minimum Side Yard Setback -Minimum Rear Yard Setback -10 feet5 feet5 feetParking Formula -1.4 spaces per 100 SF of seating area Zoning Notes:1. A subdivision or replat is not necessary to convey the property.2. There are 69 regular striped parking spaces, including 3 striped accessiblespaces , 8 truck & trailer and 2 bus striped spaces located on the site. Furtherinvestigation may be required to determine compliance to ADA standards andis beyond the scope of this survey.SCHEDULE B - SECTION 2 ITEMSFLOOD ZONE NOTEBy graphic plotting only, this site is located in Zone X of the Flood InsuranceRate Map 51069C0330D, Community No. 510063, Panel 0330, Suffix D, bearingan effective date of 09-02-09 and is not in a special flood hazard area.AS-SURVEYED LEGAL DESCRIPTIONSURVEYOR'S CERTIFICATIONCertified To: McDonald's USA, LLC, a Delaware limited liability company,McDonald's Real Estate Company, a Delaware Corporation and McDonald'sCorporation, a Delaware corporation & Fidelity National Title Insurance CompanyThis is to certify that this map or plat and the survey on which it is based weremade in accordance with the 2021 Minimum Standard Detail Requirements forALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA andNSPS, and includes Items 1, 2, 3, 4, 5, 6)a, 6)b, 7)a, 8, 9, 10, 11)a, 11)b, 13and 16-19 of Table A thereof. The fieldwork was completed on May 10, 2023.Date of Plat or Map: October 9, 2023McDonald's USA, LLC - L/C 45-02471131 Aylor RoadCounty of FrederickCommonwealth of VirginiaHoward G. McIlvriedRegistered Land Surveyor No. 2814In The Commonwealth of VirginiaALTA/NSPS LAND TITLE SURVEYPREPARED FORMcDONALD'S USA, LLC - L/C 45-02471131 AYLOR ROADCOUNTY OF FREDERICKCOMMONWEALTH OF VIRGINIASHEET1 of 2Project No. 10047SCALE:DATE:DRAWN BY:CHK'D BY:THIS PLAN OR PLAT OF SURVEY IS ONLY VALID TO THE PARTIES CERTIFIED HEREON. THIS PLAN OR PLAT OF SURVEY IS ONLY VALID IF ACCOMPANIED BY SEAL AND SIGNATURE OF THE LICENSED PROFESSIONAL OF RECORD. ANY ALTERATIONS TO THIS PLAN OR PLAT OF SURVEY MADE AFTER BEING SIGNED AND SEALED BY SAID LICENSED PROFESSIONAL RENDERS THIS PLAN OR PLAT OF SURVEY NULL AND VOID.N/A10/09/23WJMHGMALTA/NSPS LAND TITLE SURVEY Commonwealth of Virginia County of Frederick 1131 Aylor Road McDonald's USA, LLC - L/C 45-0247 REVISIONS NO.DATE DESCRIPTION BY 1 05/16/23 ORIGINAL SUBMITTAL WJM Surveyors • Engineers • Site Planners 375 Northgate Drive Warrendale, PA 15086 Ph: (724) 934-2810 Fax: (724) 934-2811 mdmsurvey@mdmllc.com www.mdmllc.com SURVEYORS & ENGINEERS, LLCVISIBLE ENCROACHMENTSThere were no noticeable observations at the time of the field survey.Company NameResponseAll ClearPlans ComcastFrederick County Sanitation AuthorityRappahannock Electric CooperativeShenandoah Station Washington GasVerizonxHas FacilitiesFieldMarkingsNoResponsexxxxSerial Number: A029602500 (Dig) A029602543 (Design)Date of Inquiry: 10/22/2020How Contacted: PhoneVA MISS UTILITY INFORMATIONZoning District - B-2 (General Business)A restaurant is a permitted use within this zoning districtMinimum Lot Size -Minimum Lot Width -Minimum Front Yard Setback -Minimum Side Yard Setback -Minimum Rear Yard Setback -Maximum Building Height -Minimum Landscaped Area -Maximum Floor Area Ratio -None listedNone listedNone requiredNone required35 feet15%1.0Signage RestrictionsMinimum Front Yard Setback -Minimum Side Yard Setback -Minimum Rear Yard Setback -10 feet10 feet10 feetParking RequirementsMinimum Front Yard Setback -Minimum Side Yard Setback -Minimum Rear Yard Setback -10 feet5 feet5 feetParking Formula -1.4 spaces per 100 SF of seating area 35 feet on collector or minor,50 feet on primary or arterial35 feet on collector or minor,50 feet on primary or arterialALL THAT CERTAIN parcel or tract of land, situate in the Opequon MagisterialDistrict of the County of Frederick and Commonwealth of Virginia, being Lot 1of the "Plat Showing Lot Consolidation of Lands of McDonald's Corporation"recorded as Instrument No. 230003206 among the Land Records of FrederickCounty, VA and being more particularly bounded and described as follows:BEGINNING at an iron pipe found on the easterly right-of-way line of Old AylorRoad (VA Route 647, variable width) at the dividing line between said Lot 1and property now or formerly of Fairfax Pike Property, LLC, recorded asInstrument No. 2015-3264;THENCE following the easterly right-of-way line of Old Aylor Road for thefollowing five (5) courses and distances:1) N 21°08'07" E, a distance of 204.12 feet to a VDOT monument found;2) By the arc of a circle curving to the right having a radius of 2819.71 feet,an arc length of 145.61 feet and a chord that bears N 22°36'56" E for adistance of 145.60 feet to an iron pin with cap set;3) N 31°00'25" E, 17.10 feet to an iron pin with cap set;4) By the arc of a circle curving to the right having a radius of 249.50 feet,arc length of 6.84 feet, and a chord that bears N 7°27'12" E for a distance of6.84 feet to an iron pipe found;5) By the arc of a circle curving to the right having a radius of 2819.71 feet,an arc length of 5.89 feet, and a chord that bears N 24°37'59" E for a distanceof 5.89 feet to an iron pin with cap set at the dividing line between said Lot 1and property now or formerly of KBMM Real Estate Investments, LLC, recordedas Instrument No. 2018-9924;THENCE following said dividing line S 67°38'12" E, a distance of 267.34 feet toan iron pin with cap set on the westerly right-of-way line of New Aylor Road;THENCE following the westerly right-of-way line of New Aylor Road for thefollowing three (3) courses and distances:1) By the arc of a circle curving to the right having a radius of 551.50 feet, anarc length of 54.63 feet and a chord that bears S 18°03'33" W for a distanceof 54.61 feet to an iron pin with cap set;2) By the arc of a circle curving to the left having a radius of 1043.50 feet, anarc length of 209.08 feet and a chord that bears S 15°09'25" W for a distanceof 208.73 feet to an iron pin with cap set;3) S 9°25'01" W, 83.81 feet to an iron pin with cap set;THENCE continuing along the westerly right-of-way line of New Aylor Road andalso the dividing line between said Lot 1 and the aforesaid property of FairfaxPike Property, LLC,N 74°09'30" W, a distance of 315.75 feet to the POINT OF BEGINNING.CONTAINING within said bounds a total of 103,863 square feet or 2.384 acresPer Fidelity National Title Insurance Company Title Commitment No.32989057, bearing an effective date of September 20, 2023, revisedOctober 14, 2022:Easement in favor of The Northern Virginia Power Company, acorporation, its successors or assigns set forth in instrument recorded onNovember 6, 1933 in Deed Book 166, Page 328. THIS ITEM IS TOOVAGUE TO DETERMINE IF IT AFFECTS THE SUBJECT PREMISES.ITEM 9 WAS INTENTIONALLY DELETED.Right of Way Agreement in favor of Shenandoah Gas Company, itssuccessors and assigns set forth in instrument recorded on December 18,1954 in Deed Book 234, Page 374. THIS ITEM IS TOO VAGUE TODETERMINE IF IT AFFECTS THE SUBJECT PREMISES.Right of Way Agreement in favor of Northern Virginia Power Company,its successors and assigns set forth in instrument recorded on December21, 1955 in Deed Book 239, Page 289. THIS ITEM IS TOO VAGUE TODETERMINE IF IT AFFECTS THE SUBJECT PREMISES.ITEMS 12-14 WERE INTENTIONALLY DELETED.Easement Agreement in favor of Potomac Edison Company, itssuccessors and assigns set forth in instrument recorded on December 20,1982 in Deed Book 555, Page 1. THIS ITEM DOES AFFECT THESUBJECT PREMISES HOWEVER, THE SERVICE LINE MENTIONEDHAS SINCE BEEN RELOCATED AND THE EASEMENT HAS BEENSHOWN TO REFLECT THIS MOVE.ITEMS 16-19 WERE INTENTIONALLY DELETED.Terms, provisions, covenants, conditions, restrictions, reservations,easements, charges, assessments and liens provided in a Deed orCovenants, Conditions and Restrictions recorded in Deed Book 697, Page920, but omitting any covenants or restrictions, if any, based upon race,color, religion, sex, sexual orientation, familial status, marital status,disability, handicap, national origin, ancestry, or source of income, as setforth in applicable state or federal laws, except to the extent that saidcovenant or restriction is permitted by applicable law. THIS ITEM ISAPPURTENANT TO THE SUBJECT PREMISES IN THAT IT PLACESUSE RESTRICTIONS ON SURROUNDING PROPERTIES THATBENEFIT THE SUBJECT PREMISES.Except the coal, oil, gas and other minerals underlying the surface ofsaid land and all rights and easements in favor of the estate of saidcoal, oil, gas and other minerals; including, but not limited to, expressor implied easements in, over and under that estate for the entry andremoval of minerals. This policy should not be construed as insuringagainst loss or damage resulting to the surface of the land or anyimprovements thereon caused by surface entry or by the removal of theoil, gas, and other minerals lying thereunder. See instrument recorded inDeed Book 742, Page 0167. THIS ITEM DOES AFFECT THE SUBJECTPREMISES BUT IS NOT A SURVEY RELATED MATTER.ITEM 22 WAS INTENTIONALLY DELETED.Deed of Ingress and Egress Easement in favor of Winchester MedicalCenter, Inc., a Virginia corporation set forth in instrument recorded onAugust 2, 1994 in Deed Book 824, Page 1072. THIS EASEMENT DOESAFFECT THE SUBJECT PREMISES AND IS PLOTTED AND SHOWNHEREON.Deed of Vacation of Easement, Rededication of Easement, andTemporary Construction Easement in favor of Winchester Medical Center,Inc., a Virginia corporation set forth in instrument recorded on August 9,1994 in Deed Book 824, Page 1771. THIS DOCUMENT SHOWS A 20'DRAINAGE EASEMENT THAT AFFECTS THE SUBJECT PREMISES ANDIS PLOTTED AND SHOWN HEREON.ITEMS 25-26 WERE INTENTIONALLY DELETED.Deed of Easement in favor of The Commonwealth of Virginia, acting byand through the Commissioner of Highways set forth in instrumentrecorded on November 6, 2018 in Instrument No. 180011156. AHIGHWAY PLAN REFERRED TO IN THIS DOCUMENT IS MISSING,SO THIS ITEM CANNOT BE ADDRESSED.810111520232427212 06/08/23 REVISED PER CONSOLIDATIONWJMAS-SURVEYED LEGAL DESCRIPTIONLot 1, McDonalds Subdivision, as shown on Plat Showing Lot Consolidation ofLands of McDonald's Corporation, said Plat is recorded within the Deed ofConsolidation dated April 19, 2023, by and between McDonald's Corporation andThe Board of Supervisors of Frederick County, Virginia, recorded in the Clerk'sOffice of Frederick Circuit Court on April 21, 2023 in Instrument No. 230003206.Containing 103,863 square feet or 2.384 acres more or less.AND BEING a portion of the same property conveyed to McDonald's Corporationfrom Donald E. Sager and Jane H. Miller by Deed dated October 28, 1988 andrecorded November 14, 1988 in Deed Book 697, Page 914; AND FURTHERBEING a portion of the same property conveyed to McDonald's Corporation, aDelaware corporation from Star Enterprise, a general partnership by SpecialWarranty Deed dated March 1, 1990 and recorded March 8, 1990 in Deed Book742, Page 0167; AND FURTHER CONVEYED by and between The Board ofSupervisors of Frederick County, Virginia and McDonalds Corporation, a Delawarecorporation by Deed of Consolidation dated April 19, 2023 and recorded April21, 2023 in Instrument No. 230003206.Tax Parcel Nos. 85-A-1493 10/09/23 UPDATED TITLE COMMITMENTWJM 75 0 7 4 7748749NO PARKINGLOADING ZONE8 TRUCK PARKING SPACES6 PARKING SPACES16 PARKING SPACES 17 PARKING SPACES 2 PARKING SPACES 15 PARKING SPACES 13 PARKING SPACES (3 ACCESSIBLE)BUS PARKINGBUS PARKINGEND PAINTMARKINGS39.0'115.8'39.1'49.3'6.0'7.8'6.0'29.7'6.0'10.0'6.0'19.0'1-STORYBRICK BUILDING"McDONALD'S"RESTAURANTF.F.E.=754.46'FOOTPRINT=4,628 SQ. FT.IRON PIPEFOUNDIRON PIPEFOUNDIRON PIPEFOUNDGRASSGRASSGRASSGRASS GRASSGRASSDRIVE-THRUPARKINGONLY SIGNSTRASHCORRALTRASHCORRALRIP RAPMcDONALD'STOWER SIGNHEIGHT=35'OVERHANGOVERHANGROOFLADDERTRANSFORMERSHEDEXITSIGNENTERSIGNGAS LINEMARKERASPHALTPARKING LOTASPHALTPARKING LOTASPHALTPARKING LOTASPHALTPARKING LOTASPHALTPARKING LOT24" CMP ACCESSIBLEPARKING ONLYSIGNS15" CMP18" CMP15" RCP15" RCP NOW OR FORMERLYMcDONALD'S CORPORATIONTAX PARCEL 85-A-149NOW OR FORMERLYFAIRFAX PIKE PROPERTY, LLCINSTRUMENT NO. 2015-3264TAX PARCEL 85-A-149CNOW OR FORMERLYKBMM REAL ESTATE INVESTMENTS, LLCINSTRUMENT NO. 2018-9924TAX PARCEL 85-4-5A57.9' 57.9' 755756 75776075775875976175675575 475575475 3752 7557517527537547517517507507 5 1 751750750755751752753754756 757 ZZAREA UNDERCONSTRUCTIONS 9°25'01" W N 74°09'30" W 315.75'83.81' 267.34'S 67°38'12" E N 21°08'07" E204.12'R=2819.71'L=145.61'CH.BRG.=N 22°36'56" ECH.DST.=145.60'N 31°00'25" E17.10'R=249.50'L=6.84'CH.BRG.=N 7°27'12" ECH.DST.=6.84'R=2819.71'L=5.89'CH.BRG.=N 24°37'59" ECH.DST.=5.89'TEMPORARY CONSTRUCTIONEASEMENT FOR ENTRANCETEMPORARYEASEMENTFOR SLOPESHATCHED AREA REPRESENTSTEMPORARY CONSTRUCTIONEASEMENT FOR ENTRANCESHADED AREA REPRESENTSDRAINAGE EASEMENTOLD AYLOR ROAD(A.K.A. VA ROUTE 647, VARIABLE WIDTH)(PUBLIC ROAD-PAVED ASPHALT)VA DOT UTILITYEASEMENTCROSS HATCHED AREAREPRESENTS VA DOTUTILITY EASEMENTCULVERTINV.=748.77'R/WR/W755752753754ZONING DISTRICT B-2(GENERAL BUSINESS)ZONING DISTRICT B-1(NEIGHBORHOOD BUSINESS)ZONING DISTRICT B-2(GENERAL BUSINESS)IRON PINW/CAP SETIRON PINW/CAP SETCONC. WALKIRON PINW/CAP SETIRON PINW/CAP SETIRON PINW/CAP SETIRON PINW/CAP SETIRON PINW/CAP SETTEMPORARY CONSTRUCTIONEASEMENT FOR SLOPES24' INGRESS/EGRESS EASEMENTDEED BOOK 824, PAGE 107220' STORM DRAINAGE EASEMENTDEED BOOK 824, PAGE 1072 &DEED BOOK 824, PAGE 177110' EASEMENT PER DEEDBOOK 555, PAGE 11523232415" HDPE15" HDPE15" HDPE 15" HDPE15" HDPECULVERTINV.=750.66'15" HDPECONC. CURB & GUTTERCONC. MEDIAN7557517527537547567577 5 1 752753755756752753754 754 750755760749751752753754756757758759USE: OFFICE BUILDINGUSE:GAS STATION/CONVENIENCE STORER/WZNOW OR FORMERLYCOMMONWEALTHOF VIRGINIAINSTRUMENT NO.2018-9479CONC. MEDIANR=551.50'L=54.63'CH.BRG.=S 18°03'33" WCH.DST.=54.61'VDOT DI-1 INLETRIM=748.98'INV.=745.39' (24" CMP-W)VDOT DI-1 INLETRIM=749.04'INV.=747.05' (15" CMP-NE)INV.=746.81' (18" CMP-SW)VDOT CURB DROP INLETRIM=749.75'INV.=744.85' (15" RCP-S)INV.=744.80' (15" RCP-W)VDOT CURB DROP INLETRIM=755.16'INV.=749.83' (15" HDPE-W)INV.=749.71' (15" HDPE-S)VDOT CURB DROP INLETRIM=749.71'INV.=744.96' (15" HDPE-W)INV.=744.91' (15" HDPE-N)INV.=744.86' (15" HDPE-S)VDOT CURB DROP INLETRIM=749.42'INV.=745.32' (15" HDPE-E)VDOT CURB DROP INLETRIM=747.39'INV.=744.64' (15" HDPE-S)VDOT CURB DROP INLETRIM=754.40'INV.=751.68' (15" HDPE-NW)INV.=751.66' (15" HDPE-N)INV.=751.63' (15" HDPE-E)NEWAYLOR ROAD(URBAN COLLECTOR - 40 MPH)(PUBLIC ROAD-PAVED ASPHALT)15" HDPE RIP RAP11.7'12.2'12.5'12.6'12.3'12.1'12.8'12.3'CONC. MEDIANYELLOW LINEWHITE LINEWHITE LINEDASHED WHITE LINEDASHED WHITE LINEDASHED WHITE LINEDOUBLE YELLOW LINEYELLOW LINEYELLOW LINEYELLOW LINEYELLOW LINEYELLOW LINEDOUBLE YELLOW LINEWHITE LINEDOUBLE YELLOW LINEDOUBLE YELLOW LINEDOUBLE YELLOW LINE58.2'CONC. CURB & GUTTERCONC. CURB & GUTTER57.7'DASHED WHITE LINEWHITE LINE35' BUILDING RESTRICTION LINEVDOTMONUMENTFOUNDLOT 1LOT CONSOLIDATION OFMcDONALD'S CORPORATIONINSTRUMENT NO. 23003206103,863 SQ. FT.2.384 ACRESPOINT OFBEGINNINGR=1043.50'L=209.08'CH.BRG.=S 15°09'25" WCH.DST.=208.73'R/WZONING DISTRICT B-1(NEIGHBORHOOD BUSINESS)ZONINGDISTRICT LINE35' BUILDING RESTRICTION LINE1 inch = 20 ft.( IN FEET )GRAPHIC SCALE20010204080Contour LineSpot ElevationStorm InletRight-of-WayElectric Meter(Unless otherwise noted)Turn ArrowsSignWater LineGas LineUtility PoleIron Pin FoundTraffic Flow Arrow755Water ValveIron pin w/cap setGas ValveFire HydrantStorm ManholeSpeaker BoxCleanoutStorm SewerSanitary SewerEasementsSetback LineGas MeterR/WTreesBollardUnderground Electric LineUnderground Telephone LineGrease TrapIlluminated SignsWater MeterGuy WireTele. PedestalMenu BoardFlagpoleHandicap SymbolBenchmarkUnderground Cable lineElec. PedestalLight PoleOverhead Electric,Telephone & Cable LineTerra CottaT.C.Polyvinyl ChloridePVCHigh Density PolyethyleneHDPEFinished Floor ElevationF.F.E.Corrugated Metal PipeCMPReinforced Concrete PipeRCPDuctile IronD.I.AsphaltConcreteExisting Curb Elevations:TC=Top of CurbFC=Bottom of CurbDepressed CurbLEGEND OF SYMBOLSSHEET2 of 2Project No. 10047SCALE:DATE:DRAWN BY:CHK'D BY:THIS PLAN OR PLAT OF SURVEY IS ONLY VALID TO THE PARTIES CERTIFIED HEREON. THIS PLAN OR PLAT OF SURVEY IS ONLY VALID IF ACCOMPANIED BY SEAL AND SIGNATURE OF THE LICENSED PROFESSIONAL OF RECORD. ANY ALTERATIONS TO THIS PLAN OR PLAT OF SURVEY MADE AFTER BEING SIGNED AND SEALED BY SAID LICENSED PROFESSIONAL RENDERS THIS PLAN OR PLAT OF SURVEY NULL AND VOID.1"=20'10/09/23WJMHGMSEALREVISIONS NO.DATE DESCRIPTION BY Surveyors • Engineers • Site Planners 375 Northgate Drive Warrendale, PA 15086 Ph: (724) 934-2810 Fax: (724) 934-2811 mdmsurvey@mdmllc.com www.mdmllc.com SURVEYORS & ENGINEERS, LLCLandscaping ALTA/NSPS LAND TITLE SURVEY Commonwealth of Virginia County of Frederick 1131 Aylor Road McDonald's USA, LLC - L/C 45-0247Design Serial No. A114101265Dig Serial No. A114101248POINT OF BEGINNINGREMAINING PARCEL1 05/16/23 ORIGINAL SUBMITTAL WJM 2 06/08/23 REVISED PER CONSOLIDATIONWJM 3 10/09/23 UPDATED TITLE COMMITMENTWJM 8 TRUCK PARKING SPACES2 PARKING SPACES END PAINTMARKINGSEND PAINTMARKINGS1-STORYBRICK BUILDING"McDONALD'S" RESTAURANTF.F.E.=754.46'FOOTPRINT=4,540 SQ. FT.IRON PINFOUNDIRON PINFOUNDIRON PIPE FOUNDIRON PIPEFOUNDGRASSGRASSGRASSGRASSGRASSGRASSGRASSDRIVE-THRUPARKINGONLY SIGNSTRASHCORRALTRASHCORRALRIP RAPMcDONALD'S TOWER SIGNHEIGHT=35'OVERHANGOVERHANGROOFLADDERTRANSFORMERSHEDEXITSIGNENTERSIGNASPHALTPARKING LOTASPHALTPARKING LOTASPHALTPARKING LOTASPHALTPAVEMENTASPHALTPARKING LOTACCESSIBLEPARKING ONLYSIGNSNOW OR FORMERLYMcDONALD'S CORPORATIONDEED BOOK 697, PAGE 914PART OF TAX PARCEL 85-A-149BLOT 1LOT CONSOLIDATION OFMcDONALD'S CORPORATIONINSTRUMENT NO. 23003206103,863 SQ. FT.2.384 ACRESTAX PARCEL 85-A-149NOW OR FORMERLYFAIRFAX PIKE PROPERTY, LLCINSTRUMENT NO. 2015-3264TAX PARCEL 85-A-149C57.9'S 9°25'01" W N 74°09'30" W 315.75'83.81' 267.34'S 67°38'12" E N 21°08'07" E204.12'R=2819.71'L=145.61'CH.BRG.=N 22°36'56" ECH.DST.=145.60'N 31°00'25" E17.10'R=249.50'L=6.84'CH.BRG.=N 7°27'12" ECH.DST.=6.84'TEMPORARY CONSTRUCTIONEASEMENT FOR ENTRANCEOLD AYLOR ROAD(A.K.A. VA ROUTE 647, VARIABLE WIDTH)(PUBLIC ROAD-PAVED ASPHALT)VA DOT UTILITYEASEMENTCULVERTINV.=748.77'4" PVC4" PVCZONING DISTRICT B-2(GENERAL BUSINESS)ZONING DISTRICT B-1(NEIGHBORHOOD BUSINESS)ZONING DISTRICT B-1(NEIGHBORHOOD BUSINESS)IRON PINW/CAP SETIRON PINW/CAP SETCONC. WALKIRON PINW/CAP SETIRON PINW/CAP SETIRON PINW/CAP SETIRON PINW/CAP SETTEMPORARY CONSTRUCTIONEASEMENT FOR SLOPESREMAINING PARCEL AREA=2.384 ACRES 103,863 SQ. FT.CONC. CURB & GUTTERCONC. MEDIANUSE:GAS STATION/CONVENIENCE STORECONC. MEDIANVDOT DI-1 INLETRIM=749.04'INV.=747.05' (15" CMP-NE)INV.=746.81' (18" CMP-SW)VDOT CURB DROP INLETRIM=749.75'INV.=744.85' (15" RCP-S)INV.=744.80' (15" RCP-W)INV.=744.86' (15" HDPE-S)VDOT CURB DROP INLETRIM=749.42'INV.=745.32' (15" HDPE-E)VDOT CURB DROP INLETRIM=747.39'INV.=744.64' (15" HDPE-S)STORM MANHOLERIM=745.88'INV.=741.75' (15" HDPE-N)INV.=741.68' (15" HDPE-S)NEWAYLOR ROAD(URBAN COLLECTOR - 40 MPH)(PUBLIC ROAD-PAVED ASPHALT)RIP RAPWHITE LINEWHITE LINEDASHED WHITE LINEDASHED WHITE LINEDOUBLE YELLOW LINEYELLOW LINEYELLOW LINEYELLOW LINEYELLOW LINEDOUBLE YELLOW LINEWHITE LINEDOUBLE YELLOW LINEDOUBLE YELLOW LINEDOUBLE YELLOW LINECONC. CURB & GUTTERDASHED WHITE LINEWHITE LINE35' BUILDING RESTRICTION LINE35' BUILDING RESTRICTION LINEVDOTMONUMENTFOUNDGRASSGRASS10' EASEMENT PER DEEDBOOK 555, PAGE 1R=1043.50'L=209.08'CH.BRG.=S 15°09'25" WCH.DST.=208.73'IPGCI/IPSILT FENCE W/WIRE SUPPORTSEE DETAIL ON SHEET C-4BLIMIT OF DISTURBED AREASPOIL STOCKPILEDISTURBED AREASILT FENCE ON PAVEMENTSEE DETAIL ON SHEET C-4BLIMIT OF DISTURBED AREAFODS CONSTRUCTION ENTRANCESEE DETAIL ON SHEET C-4BGRAVEL & WIRE MESH DROP INLETPROTECTIONSEE DETAIL ON SHEET C-4BIPGRAVEL CURB INLET SEDIMENT FILTERSEE DETAIL ON SHEET C-4BGCI/IPEXISTING BUILDING REMODEL. SEE ARCH. PLANS FOR DETAILS.REMOVE EXISTING SIDEWALKS, INCLUDING CURB. DO NOTDISTURB SUB-GRADE.REMOVE EXISTING CONCRETE CURB/CONCRETE CURB AND GUTTER.REMOVE GUTTER AT NEAREST EXPANSION JOINT.EXISTING CONCRETE CURB AND GUTTER TO REMAIN. PROTECTDURING CONSTRUCTION. REPAIR/REPLACE ANY FULL SECTIONSNOT IN GOOD CONDITION OR BETTER.REMOVE EXISTING SHED, INCLUDING FOUNDATION.REMOVE EXISTING CONCRETE PADS.SAW-CUT AND REMOVE EXISTING ASPHALT PAVEMENT, ANDPREP FOR NEW CONSTRUCTION. DO NOT DISTURBSUB-GRADE. PROTECT REMAINING EDGE DURINGCONSTRUCTION.LIMIT OF ASPHALT REMOVAL/REPAIR.PROTECT REMAINING EDGE DURING CONSTRUCTION.EXISTING ASPHALT PAVEMENT FOR OVER-SIZEDVEHICLE PARKING LOT TO REMAIN. PROTECT DURINGCONSTRUCTION. REPAIR/REPLACE ANY AREAS NOT INGOOD CONDITION OR BETTER UNDER THE DIRECTIONOF THE GEOTECHNICAL ENGINEER.ADD ALTERNATE No.1: MILL EXISTING WEARINGCOURSE AND PREP FOR NEW ASPHALT WEARINGCOURSE AND SUB-BASE REPAIRS, PER THE DIRECTIONOF THE GEOTECHNICAL ENGINEER.*ADD ALTERNATE No.2: REMOVE EXISTING ASPHALTPAVEMENT AND PREP FOR NEW FULL-DEPTH HEAVYDUTY PAVING.REMOVE EXISTING VEGETATION AND DEBRIS AND PREPFOR CONSTRUCTION.EXISTING ROAD SIGN TO REMAIN, PROTECT DURINGCONSTRUCTION. PREP FOR ELECTRIC CONNECTION TOMAIN BUILDING.EXISTING UTILITIES TO REMAIN, PROTECT DURINGCONSTRUCTION. SEE SITE UTILITY PLAN FORANY EXISTING UTILITIES PROPOSED TO BE RE-USED.CONFIRM LOCATION, SIZE, DEPTH OF EXISTINGUTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITIESAND ADVISE McDONALD'S ACM OF ANY POSSIBLECONFLICTS WITH PROPOSED CONSTRUCTION.REMOVE EXISTING ENTRANCE/EXIT SIGNS, MENU BOARD,DRIVE THRU SPEAKER AND ELEMENTS, INCLUDINGFOUNDATIONS, CONDUIT AND WIRE. RETURN SIGNS ANDDRIVE THRU ELEMENTS TO OWNER OR DISPOSE.REMOVE EXISTING MASONRY DUMPSTER ENCLOSURE ANDRECYCLING DUMPSTER AREA, INCLUDING FOUNDATION,GATE, CONCRETE PADS.MILL AND REMOVE WEARING COURSE AND PREP FORNEW ASPHALT WEARING COURSE. REPAIR/REPLACEANY SUB-BASE AREAS NOT IN GOOD CONDITION ORBETTER, UNDER THE DIRECTION OF THEGEOTECHNICAL ENGINEER. SHIM THICKNESS OF NEWWEARING COURSE WITH ADDITIONAL BINDER, ASRQUIRED, TO PROVIDE POSITIVE DRAINAGE. SEEGRADING PLAN FOR NEW TOPO.EXISTING CONCRETE SIDEWALK TO REMAIN. PROTECTDURING CONSTRUCTION. REPAIR/REPLACE ANY FULLSECTIONS NOT IN GOOD CONDITION OR BETTER.EXISTING SANITARY LATERAL FROM BUILDING TOSANITARY MAIN, INCLUDING GREASE TRAP, CLEANOUTS,ETC., TO BE ABANDONED. SEE UTILITY PLAN (C-3) ANDSEE UTILITY EXTENSION PLAN (C-3B), FOR NEWSANITARY.REMOVE PORTION OF EXISTING GAS LINE AND METER ANDREROUTE TO NEW METER LOCATION.COORDINATE REMOVALWITH GAS COMPANY.REMOVE MISCELLANEOUS SIGNS, BOLLARDS, FLAGPOLE,ETC.NEW ENTRANCE/EXIT SIGNS ON EXISTING FOUNDATIONSCONFIRM WITH McDONALD'S ACM. PREP FOR ELECTRICCONNECTION TO BUILDING.EXISTING TREE TO REMAIN.PROTECT DURING CONSTRUCTION.REMOVE RIP-RAP GRAVEL TRENCH AND PREP FORNEW GRADING.ERADICATE PAINTED LINES PER VDOT SPECIFICATIONS.LIMIT OF CURB REMOVAL.REMOVE EXISTING LOT LIGHT AND BASE AND PREP FORNEW LOT LIGHTS AND POLES ON NEW CONCRETE BASES.SEE PHOTOMETRIC PLAN FOR DETAILS. PRESERVECONDUIT RUNS FOR NEW WIRE AND CONNECTION TONEW PANEL BOARDS.REMOVE EXISTING LOT LIGHT, INCLUDING BASE.RECONNECT CONDUIT RUNS AS REQUIRED.EXISTING CONCRETE CURB TO REMAIN. PROTECT DURINGCONSTRUCTION. REPAIR/REPLACE ANY FULL SECTIONSNOT IN GOOD CONDITION OR BETTER.*ADD ALTERNATE NO. 3: REMOVE EXISTING ASPHALTPAVEMENT AND PREP FOR NEW FULL-DEPTH STANDARDDUTY PAVEMENT.REMOVE ELECTRIC PEDESTAL.REMOVE EXISTING BOLLARD INCLUDING BASE.SITE IDENTIFICATION RESTAURANT LOCATION DATE DRAWN DRAWN BY 0450247-06461 08/17/2023 BJC 1131 AYLOR ROAD FREDERICK COUNTY VIRGINA BYDESCRIPTIONDATEREV R ADDRESS OFFICE THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF McDONALD'S CORPORATION AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. TWO DEMOCRACY CENTER - 6903 ROCKLEDGE DR., SUITE 1100 - BETHESDA, MD 20817 BALTIMORE - WASHINGTON REGION SITE LOCATION MAPSCALE: 1=1,000'SITESurveyors • Engineers • Site Planners 375 Northgate Drive Warrendale, PA 15086 Ph: (724) 934-2810 Fax: (724) 934-2811 mdmcadd@mdmllc.com www.mdmllc.com SURVEYORS & ENGINEERS, LLC BJCADDRESSED COUNTY REVIEW COMMENTS10/27/202301 C-0DEMOLITION PLAN UTILITY CONTACT INFORMATIONSANITARY SEWERFREDERICK COUNTYSANITARY AUTHORITY315 TASKER ROADSTEPHENS CITY, VA 22655(540) 868-1061EARL WILEYSTORM SEWERVIRGINIA DOT - STAUNTONDISTRICT811 COMMERCE ROADSTAUNTON, VA 22402CONTACT: ED CARTER(540) 984-5600WATER SERVICEFREDERICK WATER315 TASKER ROADSTEPHENS CITY, VA(540) 868-1061EARL WILEYGAS SERVICEWASHINGTON GAS(SHENANDOAH DIVISION)350 HILLANDALE LANEWINCHESTER, VA 22602(703) 750-1000ADMINISTRATIONELECTRIC SERVICERAPPAHANNOCKELECTRIC COOPERATIVE137 KELLEY COURTFRONT ROYAL, VA 22630(540) 622-2001TELEPHONE SERVICEVERIZON404 HILLANDALE LANEWINCHESTER, VA 22602(540) 665-3156TIM KELLEYGENERAL DEMOLITION NOTES1.CONTRACTOR TO REVIEW PHASE II REPORT FOR SITE AND TO BE FAMILIAR WITH ANYAND ALL MATERIALS THAT MAY BE ENCOUNTERED OR OUTLINED IN PHASE II REPORT.2.ALL WORK TO BE ACCOMPLISHED IN STRICT ACCORDANCE WITH ALL LOCAL ORDINANCES,COUNTY OR STATE.3.WITHIN THE SUBJECT PROPERTY, THE INTENT IS TO HAVE A CLEAN, CLEAR SITE, FREE OFALL EXISTING ITEMS NOTED TO BE REMOVED IN ORDER TO PERMIT THE CONSTRUCTIONOF THE NEW PROJECT.4.ALL ITEMS NOTED TO BE REMOVED BY THE OWNER SHALL BE ACCOMPLISHED PRIOR TOANY DEMOLITION WORK. ALL OTHER ITEMS NOTED TO BE REMOVED SHALL BE DONE SOAS PART OF THE CONTRACT FOR GENERAL CONSTRUCTION.5.REMOVE ALL UTILITIES TO EXISTING STRUCTURES WHETHER SHOWN OR NOT. CUT ANDCAP ALL UNDERGROUND LINES AT THE PROPERTY LINE UNLESS OTHERWISE NOTED.6.FOR ALL ITEMS NOTED TO BE REMOVED - REMOVE NOT ONLY THE ABOVE GROUNDELEMENTS, BUT ALL UNDERGROUND ELEMENTS AS WELL, INCLUDING BUT NOTNECESSARILY LIMITED TO: FOUNDATIONS, GRAVEL FILLS, TREE ROOTS, OLD PIPE, ETC.7.BACKFILL ALL EXCAVATIONS RESULTING FROM THE DEMOLITION WORK TO MEET THEREQUIREMENTS FOR FILL OUTLINED IN THE SOILS REPORT.8.DEMOLITION SHOULD NOT BEGIN UNTIL E&S CONTROLS HAVE BEEN COMPLETED.9.CONTRACTOR SHALL INSTALL 6' HIGH TEMPORARY CHAIN LINK FENCE AROUND PROPOSEDWORK AREA, COMPLETE WITH VEHICLE GATE, MAN GATE, AND APPROPRIATE SIGNAGE ASREQUIRED BY LOCAL MUNICIPALITY. THE CONTRACTOR SHALL COORDINATE THE EXACTLOCATION OF THE TEMPORARY CONSTRUCTION FENCE IN THE FIELD WITH THE OWNER,THE LOCAL MUNICIPALITY AND COUNTY, AND CONSTRUCTION MANAGER.10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND PROTECTION OFTRAFFIC THROUGHOUT CONSTRUCTION AND SHALL INSTALL TRAFFIC CONTROL DEVICES,SIGNAGE, AND UTILIZE FLAGMEN AS NECESSARY. TRAFFIC CONTROL DEVICES SHALL BE INACCORDANCE WITH STATE AND LOCAL REQUIREMENTS.Contour LineSpot ElevationStorm InletRight-of-WayElectric Meter(Unless otherwise noted)Turn ArrowsSignWater LineGas LineUtility PoleIron Pin FoundTraffic Flow ArrowWater ValveIron pin w/cap setGas ValveFire HydrantStorm ManholeSpeaker BoxCleanoutStorm SewerSanitary SewerEasementsSetback LineGas MeterTreesBollardUnderground Electric LineUnderground Telephone LineGrease TrapIlluminated SignsWater MeterGuy WireTele. PedestalMenu BoardFlagpoleHandicap SymbolBenchmarkUnderground Cable lineElec. PedestalLight PoleOverhead Electric, Telephone& Cable LineTerra CottaPolyvinyl ChlorideHigh Density PolyethyleneFinished Floor ElevationCorrugated Metal PipeReinforced Concrete PipeDuctile IronAsphaltConcreteExisting Curb Elevations:TC=Top of CurbFC=Bottom of CurbDepressed CurbLandscapingDesign Serial No. A114101265Dig Serial No. A114101248LEGENDKEYNOTES1 inch = 20 ft.( IN FEET )GRAPHIC SCALE20010204080EROSION & SEDIMENTATION CONTROL - DEMOLITION PHASESILT FENCESPOIL STOCKPILESILT FENCEON PAVEMENTSILT FENCE END PAINTMARKINGS1-STORYBRICK BUILDING"McDONALD'S" RESTAURANTF.F.E.=754.46'FOOTPRINT=4,540 SQ. FT.IRON PIPE FOUNDIRON PIPEFOUNDIRON PIPEFOUNDGRASSGRASSGRASSGRASSTRASHCORRALMcDONALD'S TOWER SIGNHEIGHT=35'TRANSFORMERMARKERASPHALTPARKING LOTASPHALTPARKING LOTASPHALTPARKING LOTASPHALTPARKING LOTLOT 1LOT CONSOLIDATION OFMcDONALD'S CORPORATIONINSTRUMENT NO. 23003206103,863 SQ. FT.2.384 ACRESTAX PARCEL 85-A-149NOW OR FORMERLYFAIRFAX PIKE PROPERTY, LLCINSTRUMENT NO. 2015-3264TAX PARCEL 85-A-149CNOW OR FORMERLYKBMM REAL ESTATE INVESTMENTS, LLCINSTRUMENT NO. 2018-9924TAX PARCEL 85-4-5AZZSHADED AREA REPRESENTSDRAINAGE EASEMENTOLD AYLOR ROAD(A.K.A. VA ROUTE 647, VARIABLE WIDTH)(PUBLIC ROAD-PAVED ASPHALT)VA DOT UTILITYEASEMENTCROSS HATCHED AREAREPRESENTS VA DOTUTILITY EASEMENTCULVERTINV.=748.77'ZONING DISTRICT B-2(GENERAL BUSINESS)ZONING DISTRICT B-1(NEIGHBORHOOD BUSINESS)ZONING DISTRICT B-1(NEIGHBORHOOD BUSINESS)ZONING DISTRICT B-1(NEIGHBORHOOD BUSINESS)IRON PINW/CAP SETIRON PINW/CAP SETIRON PINW/CAP SETIRON PINW/CAP SETIRON PINW/CAP SETIRON PINW/CAP SETIRON PINW/CAP SETTEMPORARY CONSTRUCTIONEASEMENT FOR SLOPESREMAINING PARCEL AREA=2.384 ACRES 103,863 SQ. FT.CULVERTINV.=750.66'CONC. CURB & GUTTERCONC. MEDIANUSE: OFFICE BUILDINGUSE:GAS STATION/CONVENIENCE STORENOW OR FORMERLYCOMMONWEALTHOF VIRGINIAINSTRUMENT NO.2018-9479CONC. MEDIANVDOT DI-1 INLETRIM=748.98'INV.=745.39' (24" CMP-W)VDOT DI-1 INLETRIM=749.04'INV.=747.05' (15" CMP-NE)INV.=746.81' (18" CMP-SW)VDOT CURB DROP INLETRIM=749.75'INV.=744.85' (15" RCP-S)INV.=744.80' (15" RCP-W)VDOT CURB DROP INLETRIM=755.16'INV.=749.83' (15" HDPE-W)INV.=749.71' (15" HDPE-S)VDOT CURB DROP INLETRIM=749.71'INV.=744.96' (15" HDPE-W)INV.=744.91' (15" HDPE-N)INV.=744.86' (15" HDPE-S)VDOT CURB DROP INLETRIM=749.42'INV.=745.32' (15" HDPE-E)VDOT CURB DROP INLETRIM=747.39'INV.=744.64' (15" HDPE-S)STORM MANHOLERIM=745.88'INV.=741.75' (15" HDPE-N)INV.=741.68' (15" HDPE-S)VDOT CURB DROP INLETRIM=754.40'INV.=751.68' (15" HDPE-NW)INV.=751.66' (15" HDPE-N)INV.=751.63' (15" HDPE-E)NEWAYLOR ROAD(URBAN COLLECTOR - 40 MPH)(PUBLIC ROAD-PAVED ASPHALT)RIP RAPCONC. MEDIANYELLOW LINEWHITE LINEWHITE LINEDASHED WHITE LINEDASHED WHITE LINEDASHED WHITE LINEDOUBLE YELLOW LINEYELLOW LINEYELLOW LINEYELLOW LINEYELLOW LINEDOUBLE YELLOW LINEWHITE LINEDOUBLE YELLOW LINEDOUBLE YELLOW LINEDOUBLE YELLOW LINECONC. CURB & GUTTERCONC. CURB & GUTTERDASHED WHITE LINEWHITE LINE35' BUILDING RESTRICTION LINE35' BUILDING RESTRICTION LINEVDOTMONUMENTFOUNDDRIVE THRU DRIVE THRU PROPOSED LARGE VEHICLE PARKINGGRASSGRASSNO PARKINGLOADING ZONE10' EASEMENT PER DEEDBOOK 555, PAGE 1 SEE UTILITY EXTENSION PLAN (C-3A) FOR LOCATION OF NEW METER VAULT ANDRELOCATED METERDELIVERYDELIVERYMOBIL E ORDE R MOBIL E ORDE R MOBIL E ORDE R MOBIL E ORDE R 39'-6"30'-0"65'-3"45'-8"17'-9" 36'-8"47'-8"13112A44555A777712A12A12A121223231588881314121212121212A1A2A1A1S151S5S6S8S8S9S10S10S11S9S12S13W1W3W4W3W3202020202020202018186B6BS1688111099991010103355222422191919191919191916'-1"23'-10"20201117W2111'-5"TYP.2088810888834'-2"616'-2"8'-0"15'-11"58'-0"70'-0" 127'-10" TYP.1226'-0"37'-10"W17'-0"16'-8"24'-5"20S7S7S5S6S3S2S1S2A36A16'-4"13'-1"16'-2"10'-0"S5S69'-0" TYP.12A5114913166420'R3'R20'R3'R15'-0"23'-3"S7S7178W1W12727816'-4"22'-8"85' DRIVE-THRUCENTERLINE ℄ OF NEW WINDOW ℄ OF NEW WINDOW20'R2524 ℄ OF NEW WINDOW18'RS4411818430'-4"10'-0"30'R20'R20'R30'R30'R13'-3"1943'-0"161616161619S712A26201920202020312532125212532521121215'R42'R116'-0"7'-0"11'-0"16'-0"23'-11"S16S16282525252524242410'-0" TYP.231248849'-7"S2S148'-6"39'-6"10'-0"29'-7"11'-8"16'-1" 30'-4"10'-0"43'-0"6'-4"10'-0"10'-0"21'-5"20'-0"20'-0"5'-0"8'-0"8'-0"8'-0"5'-0"8'-0"38'-7"60°9'-0"TYP.8'-0"31'-4"18'-0" 5'-0"23'-0"A3A3A333890'-0"19'-0" 30'-0"19'-0"32'-1"W2W23318'R27'-8"2525252525252544412A12A1212S14532'-8"6A5A22121220222412' x 45' LOADING SPACEW1W413W35'-0"312031'-6"20'-0"26'-0"18'-0"9'-0"68'-8"22'-0"26'-5"12125611205'R18'R18'R5'R3'R3'R9'-0"20'-0"2017'-10"8'-3"36'-4"5'-0"4'-0" 5'-0" 4'-0" 5'-0"45'R26'R16 SD-1W3W35'-0"5'- 0 "W3W320202011266B6BW33131311113331W21313S134" WIDE WHITE PAINTED STRIPE. (TYP.).4" WIDE WHITE PAINTED DIAGONAL STRIPE, 2'-0" O.C.6" WIDE YELLOW PAINTED DRIVE-THRU STRIPE.DRIVE-THRU ARROW PAINTED YELLOW.GUARDRAIL (LENGTHS VARY), SEE SHEET C-1B.6"Ø G.P. W/IDEAL SHIELD AND McDONALD'S LOGO.LOOP DETECTOR.LANDSCAPE AREA.123456789101112131415171819202122162324256"x18" CONCRETE CURB W/BROOM FINISH. PROVIDETWO (2) #4 CONTINUOUS REBARS.SEE DETAIL ON SHEET SD-1.CONCRETE CURB AND GUTTER PER VDOT STANDARD CG-6.SEE DETAIL ON SHEET SD-5.LIMIT OF NEW CURB AND GUTTER/CURB TO MEET EXISTING.6" THICK REINFORCED CONCRETE PAD OVER 4" COMPACTEDGRANULAR BASE.27LIMIT OF NEW MILL & WEARING COURSE PAVEMENT.LIMIT OF EXISTING PAVEMENT TO REMAIN.CONCRETE MEDIAN W/CONC. CURB.SEE DETAIL ON SHEET SD-1.EXISITNG ASPHALT PAVEMENT IN OVER-SIZED VEHICLE PARKINGAREA TO REMAIN. PROTECT DURING CONSTRUCTION.REPAIR/REPLACE ANY AREAS NOT IN GOOD CONDITION ORBETTER, PER THE RECOMMENDATIONS OF THE ON-SITEGEOTECHNICAL ENGINEER. ERADICATE EXISTING STRIPING,FILL CRACKS, INSTALL SAND SLURRY SEALER, AND PREP FORNEW STRIPING.ADD ALTERNATE NO. 1: MILL AND OVERLAY EXISTING ASPHALTPAVEMENT IN OVER-SIZED VEHICLE PARKING AREA IN LIEU OF SEALER.ADD ALTERNATE NO. 2: INSTALL NEW FULL-DEPTH ASPHALTPAVEMENT IN OVERSIZED VEHICLE PARKING AREA IN LIEU OF SEALER.INSTALL PRE-MANUFACTURERED DETECTABLE WARNINGPLATE FOR THE FULL WIDTH OF THE SIDEWALK.COLOR AS SELECTED BY OWNER.6A4" WIDE YELLOW PAINTED DIAGONAL STRIPE, 2'-0" O.C.WITH STENCILED "NO PARKING LOADING ZONE".5A8" WIDE YELLOW PAINTED PARKING STRIPE WITH STENCILEDLETTERS. (FOR DRIVE-THRU, MOBILE AND DELIVERY STALLS ONLY).EXISTING CONCRETE CURB AND GUTTER TO REMAIN.PROTECT DURING CONSTRUCTION. REPAIR/REPLACE ANY FULLSECTIONS NOT IN GOOD CONDITION OR BETTER.26WHITE DIRECTIONAL ARROW (THERMOPLASTIC TAPE).SEE DETAIL ON SHEET SD-1.286B4" WIDE YELLOW STRIPING, 2'-0" O.C. (THERMOPLASTIC TAPE)LOT LIGHT. MOUNT NEW LIGHTS TO NEW BASES.SEE SHEET SD-4 FOR FOUNDATION DETAIL.8" WIDE YELLOW STRIPING FOR FIRE LANE(THERMOPLASTIC TAPE)12AEXISTING CONCRETE CURB TO REMAIN. PROTECT DURINGCONSTRUCTION. REPAIR/REPLACE ANY FULL SECTIONS NOT INGOOD CONDITION OR BETTER.EXISTING SIDEWALK TO REMAIN. REPAIR/REPLACE ANYSECTIONS NOT IN GOOD CONDITION.NEW TRASH ENCLOSURE WITH SHED.SEE SHEET SD-2 FOR DETAILS.NEW ASPHALT WEARING COURSE OVER EXISTING ASPHALTBINDER COURSE. REPAIR/REPLACE ANY SUB-BASE AREAS NOT INGOOD CONDITION OR BETTER PER THE RECOMMENDATIONS OFTHE ON-SITE GEOTECHNICAL ENGINEER. SHIM THICKNESS OFNEW WEARING COURSE WITH ADDITIONAL BINDER, ASREQUIRED, TO PROVIDE POSITIVE DRAINAGE. SEE GRADINGPLAN FOR NEW TOPO.ADD ALTERNATE NO. 3: INSTALL FULL-DEPTH STANDARD DUTYASPHALT PAVEMENT PER THE RECOMMENDATIONS OF THEGEOTECHNICAL REPORT.NEW STONE SUB-BASE AND BINDER COURSE AT AREAS OF NEWFULL-DEPTH PAVEMENT. PREP FOR NEW ASPHALT WEARINGCOURSE.NEW 30' FLAGPOLE AND BASE, WITH FLOODLIGHT MOUNTED ATROOF PARAPET. CONFIRM EXACT LOCATION WITH McDONALD'SACM PRIOR TO CONSTRUCTION. SEE SHEET SD-4 FOR BASE DETAIL.DRIVE-THRU ARROW W/"DRIVE-THRU" PAINTED YELLOW.SEE DETAIL ON SHEET SD-1.DRIVE-THRU STOP BAR WITH "THANK YOU" PAINTED YELLOWWITH 10" WIDE YELLOW PAINTED STOP BAR.SEE DETAIL ON SHEET SD-1."RESERVED PARKING" SIGN TO BE MOUNTED ABOVE A"TOWING VIOLATION" SIGN ONTO A GALVANIZED STEELPOST SET INTO A 48" (MIN.) CONCRETE FILLED PIPEBOLLARD W/IDEAL SHIELD AND McDONALD'S LOGO.REQUIRED SIGNS TO BE MOUNTED AT 60" ABOVE FINISHGRADE TO THE BOTTOM OF THE LOWEST SIGN ANDROTATED PERPENDICULAR TO PARKING STALLS.CONTRACTOR TO CONTACT LOCAL JURISDICTION TOVERIFY TOWING VIOLATION SIGNAGE REQUIREMENTS.REFERENCE DETAIL SHEET C-1B."NO PARKING" SIGN TO BE MOUNTED TO A GALVANIZEDSTEEL POST AND SET INTO A 48" (MIN.) CONCRETEFILLED PIPE BOLLARD W/IDEAL SHIELD ANDMcDONALD'S LOGO. REQUIRED SIGN TO BE MOUNTEDAT 60" ABOVE FINISH GRADE TO THE BOTTOM OF SIGNAND ROTATED PERPENDICULAR TO PARKING STALLS.REFERENCE DETAIL SHEET C-1B."RESERVED PARKING" SIGN AND "VAN ACCESSIBLE" SIGNTO BE MOUNTED ABOVE A "TOWING VIOLATION" SIGNONTO A GALVANIZED STEEL POST AND SET INTO A 48"(MIN.) CONCRETE FILLED PIPE BOLLARD W/IDEALSHIELD AND McDONALD'S LOGO. REQUIRED SIGNS TOBE MOUNTED AT 60" ABOVE FINISH GRADE TO THEBOTTOM OF THE LOWEST SIGN AND ROTATEDPERPENDICULAR TO PARKING STALLS. CONTRACTOR TOCONTACT LOCAL JURISDICTION TO VERIFY TOWINGVIOLATION SIGNAGE REQUIREMENTS. REFERENCEDETAIL SHEET C-1B."CAUTION PEDESTRIANS" SIGN MUST BE MOUNTED TOTHE BUILDING WALL AT 60" ABOVE FINISH GRADE TOTHE BOTTOM OF SIGN.S1S2S3S4IN GROUND "RESERVED DRIVE THRU" SIGN TO BE MOUNTEDTO A GALVANIZED STEEL POST AND SET INTO A 48" (MIN.)CONCRETE FILLED PIPE BOLLARD (TYP. FOR 2). REQUIREDSIGN TO BE MOUNTED AT 60" ABOVE FINISH GRADE TO THEBOTTOM OF SIGN AND ROTATED PERPENDICULAR TOPARKING STALLS. SEE SHEET SD-1.S11S1223 x 38 IN. - NEXT GEN "WELCOME" DIRECTIONAL SIGN@ 52.5" O.A.H. SEE SHEET SD-4 FOR FOUNDATION DETAIL.S9DRIVE-THRU OUTDOOR DIGITAL PRE-BROWSE BOARD(VERIFY WITH THE PROJECT MANAGER) SEE SHEET SD-3FOUNDATION DETAILS.S10DRIVE-THRU OUTDOOR DIGITAL MENU BOARD(VERIFY WITH McDONALD'S ACM), SEE SHEET SD-3FOUNDATION DETAILS.23 x 38 IN. - NEXT GEN "THANK YOU" DIRECTIONAL SIGN@ 52.5" O.A.H. SEE SHEET SD-4 FOR FOUNDATION DETAIL.DRIVE-THRU CANOPY WITH BUILT-IN SPEAKER.SEE SHEET SD-3 FOUNDATION DETAILS.DRIVE-THRU DOUBLE GATEWAY SIGN WITH "ANY LANE, ANY TIME"SIGN MOUNTED. SEE SHEET SD-3 FOUNDATION DETAILS.IN GROUND "RESERVED MOBILE ORDER" SIGN TO BE MOUNTEDTO A GALVANIZED STEEL POST AND SET INTO A 48" (MIN.)CONCRETE FILLED PIPE BOLLARD (TYP. FOR 4). REQUIRED SIGNTO BE MOUNTED AT 60" ABOVE FINISH GRADE TO THE BOTTOMOF SIGN AND ROTATED PERPENDICULAR TO PARKING STALLS.SEE SHEET SD-1.S13S14S15IN GROUND "McDELIVERY" SIGN TO BE MOUNTED TO AGALVANIZED STEEL POST AND SET INTO A 48" (MIN.) CONCRETEFILLED PIPE BOLLARD (TYP. FOR 2). REQUIRED SIGN TO BEMOUNTED AT 60" ABOVE FINISH GRADE TO THE BOTTOM OF SIGNAND ROTATED PERPENDICULAR TO PARKING STALLS.SEE SHEET SD-1.LOCATION OF EXISTING HI-RISE SIGN TO REMAIN. MAXIMUMALLOWABLE SIGN AREA OF 300 SF, SIGN TO BE RAISED TOELEVATION OF 796.00± - CONFIRM WITH McDONALD'S ACM.FIRE SAFETY SIGN (TYP.). SEE SHEET C-7 FOR DETAILS.S1612" X 18" VDOT R3-5R "RIGHT TURN ONLY" SIGN MOUNTED ONGALVANIZED POST PER VDOT SPECIFICATIONS (TYP. FOR 3).S5S6S7S8S9W1W2CONCRETE RAMP @ A MAXIMUM 8.33%RUNNING SLOPE AND A 2.0% CROSS SLOPE.RAMP TO BE NON-SLIP HEAVY BROOM FINISH.COORDINATE WITH McDONALD'S PROJECTMANAGER. REFERENCE DETAIL SHEET C-1B.4" THICK CONCRETE SIDEWALK AT BUILDING@ A MAXIMUM OF 5.0% RUNNING SLOPE AND2.0% CROSS SLOPE.COORDINATE WITH McDONALD'S PROJECT MANAGER.W35' WIDE CONCRETE SIDEWALK @ A MAXIMUM OF 5.0% RUNNING SLOPEAND 2.0% CROSS SLOPE. COORDINATE WITH McDONALD'S PROJECTMANAGER.CG-12 ACCESSIBLE RAMP PER VDOT SPECIFICATIONS.SEE DETAIL ON SHEET SD-5.W48' WIDE ACCESSIBLE PARKING SPACE WITHPAINTED BLUE LINES PER ADA REQUIREMENTS.8' WIDE ACCESSIBLE AISLE WITHPAINTED BLUE LINES PER ADA REQUIREMENTS.5' WIDE ACCESSIBLE AISLE WITHPAINTED BLUE LINES PER ADA REQUIREMENTS.A1A2A3Storm InletRight-of-WayElectric Meter(Unless otherwise noted)Turn ArrowsSignWater LineGas LineUtility PoleIron Pin FoundWater ValveIron pin w/cap setGas ValveFire HydrantStorm ManholeSpeaker BoxCleanoutStorm SewerSanitary SewerEasementsSetback LineGas MeterR/WTreesBollardUnderground Electric LineGrease TrapIlluminated SignsWater MeterGuy WireTele. PedestalMenu BoardFlagpoleHandicap SymbolUnderground Cable lineElec. PedestalLight PoleOverhead Electric,Telephone & Cable LineTerra CottaT.C.Polyvinyl ChloridePVCHigh Density PolyethyleneHDPEFinished Floor ElevationF.F.E.Corrugated Metal PipeCMPReinforced Concrete PipeRCPDuctile IronD.I.AsphaltConcreteDepressed CurbLEGEND OF SYMBOLSLandscapingC-1SITE PLAN SITE LOCATION MAPSCALE: 1=1,000'SITE1 inch = 20 ft.( IN FEET )GRAPHIC SCALE20010204080KEYNOTESSIGNAGESIDEWALKS AND RAMPSADA REQUIREMENTSUndergroundTelephone LineTrafficFlow ArrowDesign Serial No.:A114101265Dig Serial No.: A114101248SITE IDENTIFICATION RESTAURANT LOCATION DATE DRAWN DRAWN BY 0450247-06461 08/17/2023 BJC 1131 AYLOR ROAD FREDERICK COUNTY VIRGINA BYDESCRIPTIONDATEREV R ADDRESS OFFICE THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF McDONALD'S CORPORATION AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. TWO DEMOCRACY CENTER - 6903 ROCKLEDGE DR., SUITE 1100 - BETHESDA, MD 20817 BALTIMORE - WASHINGTON REGION Surveyors • Engineers • Site Planners 375 Northgate Drive Warrendale, PA 15086 Ph: (724) 934-2810 Fax: (724) 934-2811 mdmcadd@mdmllc.com www.mdmllc.com SURVEYORS & ENGINEERS, LLC BJCADDRESSED COUNTY REVIEW COMMENTS10/27/202301SEE STANDARD CONSTRUCTION NOTES ONSHEET SD-1 FOR ADDITIONAL INFORMATIONVDOT STANDARD UD-4 PAVEMENT EDGE DRAIN TO BE INCLUDEDWITH ANY ENTRANCE MODIFICATIONS IF UD-4 IS DISCOVEREDUNDER EXISTING CURB AND GUTTER AT THE TIME OFCONSTRUCTION.ASPHALT PAVING LEGENDFULL DEPTH ASPHALT -NEW BINDER & STONEREFERENCEGEOTECHNICAL REPORTSHIM ASPHALTWEARING COURSETO PROVIDE POSITIVEDRAINAGE 4453184D3B24E3F3C1085' DRIVE-THRUCENTERLINE4E412'-0"7'-0"10'-0" ℄ OF WINDOW ℄ OF WINDOW24"50°235°30'-4"3F640'- 5 "14'-0"25°1D 4A1E4C1A441B15'- 0 "1B20'R20'R18"15'- 0 "102A2A52A2A552A2B71B35°16'-0"5924"6'-0"15"24"1B1A1C89999993B2C2C53D3E1 5 ' - 0 "3F4E4A24"1120'R20'R4B2'R1.5'R30'R30'R ℄ OF WINDOW3A43'-0"92A32A10'-0"10'-0"AUGER "McDONALD'S ORDER HERE" CANOPY FOUNDATIONTIGHT AGAINST BACK OF CURB. SEE MANUFACTURER/LOCALSPECIFICATIONS FOR DETAILS.GENERAL NOTESCURBINGPAVEMENT MARKINGSPRIMARY LANE POSITIONINGSECONDARY LANE POSITIONING"CAUTION PEDESTRIANS" SIGN TO BE MOUNTED TO THE BUILDINGWALL AT 60" ABOVE FINISH GRADE TO THE BOTTOM OF SIGN.DOUBLE ARM GATEWAY SIGN SHOULD BE LOCATED AT THE TIP OFTHE ISLAND WITH "ANY LANE ANY TIME" SIGN MOUNTED.12456789103DRIVE-THRU LANES BOUND BY CURB ON BOTH SIDES MUST BE 12'-0"WIDE. LANES BOUND BY CURB ON ONE SIDE AND PAINTED STRIPINGON THE OTHER SIDE MUST BE A MIN. OF 10'-0" WIDE.THE MIN. RADIUS FOR ALL INSIDE/DRIVER'S SIDEDRIVE-THRU CURBING IS 20'-0".PRIMARY LANE CURBING SHOULD BE AS STRAIGHT ASPOSSIBLE. (LESS CURVING, THE BETTER).THE OVERALL LENGTH OF THE CURBED ISLAND SHOULD BE35'-45' (40'-5" PROVIDED). THE LENGTH OF THE ISLAND FROMTHE CANOPY WITH SPEAKER ALLOWS FOR THREE CARS IN THESECONDARY LANE, TWO IN THE PRIMARY LANE AND ONE AT THECOMMITMENT POINT.1A1B1C1D1E6" WIDE YELLOW PAINTED STRIPE TO SPAN OUTER EDGE OF THEENTIRE DRIVE-THRU LANE.MERGE POINT MUST BE LOCATED WHERE TWO VEHICLES LEAVING EACHCANOPY WITH SPEAKER SIMULTANEOUSLY WOULD MEET. A 6" YELLOWPAINTED STRIPE IS TO BE MARKED PERPENDICULAR TO THE OUTERLANE AS WELL AS THE INNER PRIMARY LANE.DIRECTIONAL DRIVE-THRU ARROW PAINTED YELLOW SHOULD BEUTILIZED THROUGHOUT THE LOT (FROM EACH INGRESS POINT) WITHSPACING OF 45'-60' BETWEEN ARROWS. THE WORDS "DRIVE-THRU"SHOULD APPEAR AT EVERY 5th DRIVE-THRU DIRECTIONAL ARROW. SEESHEET C-1 FOR LOCATIONS OF ALL DRIVE-THRU ARROWS.2A2B2CTHE CENTER OF THE PRIMARY MENU BOARD FOUNDATION MUST BE 5'-9"(5'-0" MIN. & 6'-0" MAX.) FROM THE CENTER OF THE CANOPY WITHSPEAKER FOUNDATION. (6'-0" PROVIDED).THE END CAP OF THE PRIMARY MENU BOARD SHOULD NOT BE LESS THAN18" FROM THE FACE OF CURB TO ACCOMMODATE ALTERNATE GUARDPOST. (18" PROVIDED).THE PRIMARY MENU BOARD MUST BE AT AN ANGLE BETWEEN 25° AND35° (35° IS OPTIMAL) FROM A CAR POSITIONED AT THE CANOPY WITHSPEAKER TO PROVIDE 100% VISIBILITY. (35° PROVIDED).THE PRIMARY LANE DETECTOR LOOP MUST BE PERPENDICULAR TO THECENTER OF THE PRIMARY CANOPY WITH SPEAKER.THE DISTANCE BETWEEN THE TIP OF THE CURBED ISLAND AND THECENTER LINE OF THE PRIMARY CANOPY WITH SPEAKER MUST BE15'-0". THIS MEASUREMENT IS TAKEN PARALLEL TO THE INSIDE CURBFACE OF THE PRIMARY LANE.3A3B3C3DMINIMUM 60' (+/-5') LINEAR DISTANCE BETWEEN THE CENTER LINEOF THE CANOPY WITH SPEAKER FACE AND THE CENTER LINE OF THEOPEN CASH BOOTH WINDOW AS MEASURED ALONG THE CENTERLINE OF THE LANE. THIS MAY ONLY BE INCREASED IN 20'INCREMENTS. (100' IS OPTIMAL) (85' PROVIDED).3ETHE PRIMARY LANE PRE-BROWSE BOARD MUST BE 18"-24" FROM FACE OFCURB. (24" PROVIDED).THE DISTANCE BETWEEN THE CENTER OF PRIMARY CANOPY WITH SPEAKERFOUNDATION AND THE CENTER OF PRIMARY PRE-BROWSE BOARDFOUNDATION MUST BE 15' AS MEASURED ALONG THE FACE OF THE CURB.THE ANGLE OF THE PRIMARY PRE-BROWSE BOARD SHOULD MAXIMIZEVISIBILITY TO THE SECOND CAR FROM CANOPY WITH SPEAKER (50°PREFERRED) (50° PROVIDED).3FTHE SECONDARY CANOPY WITH SPEAKER LOOP DETECTOR MUST BE24" FORWARD OF THE CANOPY CENTER LINE WITH THE LOOPFACING FORWARD AND THE DETECTOR LOOP PERPENDICULAR TOTHE SECONDARY CANOPY WHEN POSSIBLE.TO POSITION THE SECONDARY CANOPY WITH SPEAKER, DRAW AN ARCWITH A 14'-0" RADIUS THAT IS CENTERED FROM THE MIDPOINT OF THEISLAND TIP, THEN OFFSET THE FACE OF THE CURB BY 24" TODETERMINE THE LOCATION OF THE CENTER OF FOUNDATION OF THESECONDARY CANOPY WITH SPEAKER.THE CENTER OF THE SECONDARY MENU BOARD FOUNDATION MUST BE5'-9" (5'-0" MIN. & 6'-0" MAX.) FROM THE CENTER OF THE SECONDARYCANOPY WITH SPEAKER FOUNDATION. (6'-0" PROVIDED). THE END CAPOF THE SECONDARY MENU BOARD SHOULD NOT BE LESS THAN 18" FROMTHE FACE OF CURB TO ACCOMMODATE ALTERNATE GUARD POST.(15" PROVIDED).4A4B4CTHE SECONDARY MENU BOARD MUST BE AT AN ANGLE OFAPPROXIMATELY 25° FROM A VEHICLE POSITIONED AT THE CANOPYWITH SPEAKER TO PROVIDE 100% VISIBILITY. (25° PROVIDED).4DTHE SECONDARY LANE PRE-BROWSE BOARD MUST BE 12" MIN. FROMFACE OF CURB. (24" PROVIDED).THE DISTANCE BETWEEN THE CENTER OF SECONDARY CANOPY WITHSPEAKER FOUNDATION AND THE CENTER OF SECONDARY PRE-BROWSEBOARD FOUNDATION MUST BE 15' AS MEASURED ALONG FACE OF THECURB. THE ANGLE OF THE SECONDARY PRE-BROWSE BOARD SHOULDMAXIMIZE VISIBILITY TO THE SECOND CAR FROM THE CANOPY WITHSPEAKER. (35° PREFERRED) (35° PROVIDED).4E6"Ø G.P. W/IDEAL SHIELD AND McDONALD'S LOGO. CONFIRM WITHMcDONALD'S ACM PRIOR TO ANY CONSTRUCTION ACTIVITIES.THE ISLAND WIDTH IS 6'-0" MIN. AND 13'-0" MAX. FROM FACE OFCURB TO CURB (7'-0" PROVIDED).ODMB (OUTDOOR DIGITAL MENU BOARD) (TYPICAL FOR 2).ODPBB (OUTDOOR DIGITAL PRE-BROWSE BOARD).CANOPY WITH SPEAKER (TYPICAL FOR 2).LANDSCAPE AREA.LOOP DETECTOR AT CASH/PRESENTERS WINDOW.LIMIT OF NEW CONCRETE PAD.11WHITE PAINTED DIRECTIONAL ARROW.PIPE BOLLARD DETAIL1SCALE: 1"=1'-0"C-1ASITE IDENTIFICATION RESTAURANT LOCATION DATE DRAWN DRAWN BY 0450247-06461 08/17/2023 BJC 1131 AYLOR ROAD FREDERICK COUNTY VIRGINA BYDESCRIPTIONDATEREV R ADDRESS OFFICE THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF McDONALD'S CORPORATION AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. TWO DEMOCRACY CENTER - 6903 ROCKLEDGE DR., SUITE 1100 - BETHESDA, MD 20817 BALTIMORE - WASHINGTON REGION Surveyors • Engineers • Site Planners 375 Northgate Drive Warrendale, PA 15086 Ph: (724) 934-2810 Fax: (724) 934-2811 mdmcadd@mdmllc.com www.mdmllc.com SURVEYORS & ENGINEERS, LLC BJCADDRESSED COUNTY REVIEW COMMENTS10/27/202301 C-1ADRIVE THRU DETAIL PLAN NOTE:SEE BUILDING PLANS FOR DRIVE THRU SIGNAGE POWER AND LOW VOLTAGE WIRING REQUIREMENTS.CAT 6 CABLE PROVIDED BY SIGN VENDOR AND INSTALLED BY CONTRACTOR. GC TO PROVIDE SIGNVENDOR WITH CAT 6 CABLE LENGTHS REQUIRED. GC TO COMPLETE AND SIGN VENDOR SITE READINESSFORM AND PROVIDE PHOTOGRAPHS DOCUMENTING PROPER INSTALLATION BEFORE DRIVE-THRUSIGNAGE IS APPROVED TO BE INSTALLED.( IN FEET )GRAPHIC SCALE502.5510201 inch = 5 ft.3"CONCRETE CURBBUILDING WALL97"4"CONCRETESIDEWALK RESERVEDPARKINGFINES/PENALTIESVANACCESSIBLEC-1B1A4" WIDE BLUE PAINTEDPARKING STRIPE5' WIDEBLUE PAINTEDCROSS WALKLANDSCAPE AREA4" WIDEDIAGONAL BLUEPAINTED LINES8.33%SLOPEMAX.BLUE PAINTEDACCESSIBLEPARKING SYMBOLRESERVEDPARKINGFINES/PENALTIES1BC-1BNOPARKINGANYTIMEC-1B2TCBC754.36753.86TCBC754.30753.80754.46753.822.0%SLOPEMAX.5.0%SLOPEMAX.2.0%SLOPEMAX.2.0%SLOPEMAX.5'-0"5'-0"754.46TCBC*754.36753.90753.00754.46753.73754.21754.29754.00754.058.33%SLOPEMAX.2.0%SLOPEMAX.TCBC754.36753.95TCBC754.36754.0038'-7"18'-0"2.0%SLOPEMAX.2.0%SLOPEMAX.2.0%SLOPEMAX.RESERVEDPARKINGFINES/PENALTIES1BC-1BNOPARKINGANYTIMEC-1B2NOPARKINGANYTIMEC-1B2EXISTING6" CONCRETE CURB4" WIDE BLUE PAINTEDPARKING STRIPE8'-0"CONCRETE PAD5'-0"47'-8"BLUE PAINTED ACCESSIBLEPARKING SYMBOL8'-0"8'-0"8'-0"5'-0"8'-0"5'-0"CONCRETESIDEWALKCONCRETESIDEWALK2.0%SLOPEMAX.5.0%SLOPEMAX.2.0%SLOPEMAX.5.0%SLOPEMAX.CONCRETESIDEWALK5'-0"MIN.7'-0"5'-0"7'-0"5'-0"MIN.5'-0"60°TCBC754.36753.86TCBC754.36754.03TCBC**755.40754.98TCBC**754.82754.41TCBC**754.53754.12TCBC**754.19753.79754 754754TCBC*754.00754.36PRE-FORMEDDETECTABLEWARNING PLATE2.0%SLOPE MAX.8.33%SLOPEMAX.TCBC753.90753.40EXISTING CONC.CURB & GUTTERPRE-FORMEDDETECTABLEWARNING PLATEPER VDOTSPECIFICATIONS6" CONC. CURB753.90753.9513'-2"EXISTINGCONC. CURB& GUTTERTCBC753.95753.45TCBC*753.80753.30TCBC*753.90753.409'-4"7'-0"5'-0"4'-0" 5'-0"18'-10"23'-8"2.0%SLOPE MAX.5.0%SLOPEMAX.CONCRETE SIDEWALK8.33%SLOPE MAX.2.0%SLOPEMAX.CONCRETE SIDEWALKTCBC754.50754.50754.366" CONCRETECURB754.32754.46754.40TCBC755.50755.00TCBC755.45754.95TCBC754.46754.362.0% SLOPE MAX.8.33%SLOPEMAX.752.502.0% SLOPE MAX.5.0%SLOPEMAX.752.57TCBC752.57752.15TCBC752.50752.10TCBC*752.50752.00TCBC*752.60752.105'-0"EXISTINGCONC. CURB& GUTTEREXISTING CONC. CURB& GUTTER4'-0"11'-7"7'-0"5'-0"MIN.PRE-FORMEDDETECTABLEWARNING PLATEPER VDOTSPECIFICATIONS6" CONC. CURB18'-7"4'-0"CONCRETE SIDEWALK754.36LANDSCAPE AREACONCRETESIDEWALK754.31754.20754.46753.91150°18'R754.30GUARD RAILGUARD RAIL4' -3 "7' -0 "1' -11 "7' -0 "10' -3 "6" CONC.CURB7'-0"FLAG POLETCBC754.31753.812.0%SLOPE MAX.5.0%SLOPEMAX.5'-0"TCBC754.20753.705'-0"8.33%SLOPEMAX.2.0%SLOPEMAX.5' -0 "MIN .5'-0"MIN.10' -0 " 4'-0"6" CONC.CURBPRE-FORMEDDETECTABLEWARNING PLATESITE IDENTIFICATION RESTAURANT LOCATION DATE DRAWN DRAWN BY 0450247-06461 08/17/2023 BJC 1131 AYLOR ROAD FREDERICK COUNTY VIRGINA BYDESCRIPTIONDATEREV R ADDRESS OFFICE THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF McDONALD'S CORPORATION AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. TWO DEMOCRACY CENTER - 6903 ROCKLEDGE DR., SUITE 1100 - BETHESDA, MD 20817 BALTIMORE - WASHINGTON REGION Surveyors • Engineers • Site Planners 375 Northgate Drive Warrendale, PA 15086 Ph: (724) 934-2810 Fax: (724) 934-2811 mdmcadd@mdmllc.com www.mdmllc.com SURVEYORS & ENGINEERS, LLC BJCADDRESSED COUNTY REVIEW COMMENTS10/27/202301 C-1B"NO PARKING" SIGNNOT TO SCALENOTE:SIGN TO BE LOCATED IN ALL 5'WIDE TO 9' WIDE ACCESS AISLESTO DETER NON-COMPLIANCE BYVEHICLES THAT PARK IN THESESTRIPED AREASTYPESUPPLIERQUANTITYPHONEORDER# 18813COLORSTANDARDEMEDCO800-442-3633NO PARKING SIGN12"x18" ALUMINUMNOTES:SIGNS ARE TO BE MOUNTED TO A GALVANIZED STEEL POST ANDMUST BE MOUNTED FROM 60" ABOVE FINISH GRADE TO THEBOTTOM OF SIGN.ALL SIGNS MUST BE INSTALLED PERPENDICULAR TO THE PARKINGSTALL (ESPECIALLY ON ANGLED PARKING).SIGN TO BE MOUNTED AT 60"(MIN.) - 84" (MAX,) ABOVEPARKING LOT ELEVATION TOBOTTOM OF SIGN.GALVANIZED STEEL POST3WITHOUT SIGNWITH SIGN2'-0"MIN. HEIGHT TO BE 60" ABOVE FINISH GRADE TO THE BOTTOM OF SIGN3'-0"2'-0"3'-0"4'-0"NOT TO SCALEGUARD POSTSFINISHGRADESLOPE CONCRETE AWAYFROM BOLLARD6"Ø PIPE WITHCONCRETE FILLINSTALL YELLOW PVC SLEEVEW/McDONALD'S LOGOGALVANIZED STEEL POST SET48" (MIN.) IN PIPE BOLLARDPOUREDCONCRETEPVCCAPREQUIRED SIGNPVC CAPOR AS REQUIRED TO ACHIEVE ADEQUATE BEARING CAPACITY OR AS REQUIRED TO ACHIEVE ADEQUATE BEARING CAPACITY4NOT TO SCALEACCESSIBLE PARKING SIGNSCONTRACTOR TO VERIFYACCESSIBLE PARKING SIGNREQUIREMENTS WITHLOCAL JURISDICTIONPRIOR TO ORDERING ORINSTALLING ANY SIGNAGE.TYPESUPPLIERQUANTITYPHONEORDER# 742COLORSTANDARDFORREST PERMA-SIGNS 800-214-8765TOWING VIOLATION SIGNALUMINUMGALVANIZED STEEL POSTTYPESUPPLIERQUANTITYPHONEORDER# 141COLORSTANDARDFORREST PERMA-SIGNS 800-214-8765SIGN TO BE MOUNTED AT 60"(MIN.) - 84" (MAX,) ABOVEPARKING LOT ELEVATION TOBOTTOM OF SIGN.HANDICAP ACCESSIBLE SIGN12"x18" ALUMINUMTYPESUPPLIERQUANTITYPHONEORDER# 343COLORSTANDARDFORREST PERMA-SIGNS 800-214-8765VAN ACCESSIBLE SIGNALUMINUMNOTE:SIGNS TO BE LOCATED AT ANY 8'(MIN.) HANDICAP PARKING STALLWHERE THE 8' (MIN.) ACCESS AISLEIS LOCATED AT THE PASSENGER SIDEOF THE VANWITH "VAN ACCESSIBLE" SIGNWITHOUT "VAN ACCESSIBLE" SIGNNOTES:REQUIRED SIGNS MUST BE MOUNTEDTO A GALVANIZED STEEL POST FROM60" ABOVE FINISH GRADE TO THEBOTTOM OF SIGN.ALL SIGNS MUST BE INSTALLEDPERPENDICULAR TO THE PARKINGSTALL (ESPECIALLY ON ANGLEDPARKING).DETAIL "A"DETAIL "B"1ACCESSIBLITY DETAILS C PARKING SPACEL 67°1 ' - 8 " R 2'-0" R5°C PARKING SPACEL8"1'-0"2'-0"1'-0"4"1'-0"3"1'-6"8"NOT TO SCALEPAINTED ACCESSIBLE PARKING SYMBOLBLUE REFLECTIVE PAINT WHEREPAINTED ON PARKING SPACE,PER ADAAG SPECIFICATIONS3SCALE: 1"=5'-0"ACCESSIBLE PARKING AREA9SECTION @ RAMP55C-1BALL SHADED AREAS REPRESENT AREQUIRED LEVEL LANDING WITH AMAX. 2.0% RUNNING SLOPE ANDMAX. 2.0% CROSS SLOPE.2SCALE: 1"=5'-0"REAR RAMP7ALL SHADED AREAS REPRESENT AREQUIRED LEVEL LANDING WITH AMAX. 2.0% RUNNING SLOPE ANDMAX. 2.0% CROSS SLOPE.SCALE: 1"=5'-0"8NEW AYLOR RD. RAMP & SIDEWALK - DRIVEWAY SOUTHSCALE: 1"=5'-0"11NEW AYLOR RD. RAMP & SIDEWALK - DRIVEWAY NORTH5C-1B* INDICATES MATCH EXISTING GRADE.ADVISE CONSTRUCTION MANAGEROF ANY DISCREPANCIESALL SHADED AREAS REPRESENT A REQUIREDLEVEL LANDING WITH A MAX. 2.0% RUNNINGSLOPE AND MAX. 2.0% CROSS SLOPE.* INDICATES MATCH EXISTING GRADE.ADVISE CONSTRUCTION MANAGEROF ANY DISCREPANCIES5C-1BSCALE: 1"=5'-0"10FRONT RAMP8'-0" MAX.6'-0" MIN.8"∅ x 18" DEEPCONCRETE PIER42"4" MAX.10"MIN.AS NOTEDON PLANS8'-0" MAX.6'-0" MIN.NOT TO SCALETYPICAL GUARDRAIL DETAIL4" MAX.FINISHES TO BESTAINLESS STEELINSTALL INTERMITTENTSUPPORTS (TYP.) MAX.8"∅ X 18" DEEPCONCRETE PIER1/2" COMPRESSIBLEJOINT FILLERTOP OF SIDEWALKSET HANDRAILS INTOAN 8"∅ X 18" DEEPCONC PIER & POURSIDEWALK AROUNDVERTICALS1-1/2"∅ STAINLESS STEEL PIPE(O.D. 1-15/16") - BOTTOMRAIL MUST BE INSTALLED SOTHAT THE SPACE BETWEENTHE BOTTOM OF THE RAILAND TOP OF CONCRETE ISLESS THAN 4"EXTERIOR BUILDING WALL1-1/2"∅ STAINLESS STEEL PIPE (O.D. 1-15/16") -BOTTOM RAIL MUST BE INSTALLED SO THAT THESPACE BETWEEN THE BOTTOM OF THE RAIL ANDTOP OF CONCRETE IS LESS THAN 4"TOP OFSIDEWALK1/2" STAINLESSSTEEL PIPEVERTICALS(TYP.)INSTALL INTERMEDIATE VERTICALS ASREQUIRED - CLEAR SPACE BETWEENVERTICALS MUST BE LESS THAN 4"6 75 0 7 4 7748749 END PAINTMARKINGS1-STORYBRICK BUILDING"McDONALD'S" RESTAURANTF.F.E.=754.46'FOOTPRINT=4,540 SQ. FT.IRON PIPE FOUNDIRON PIPEFOUNDIRON PIPEFOUNDGRASSGRASSGRASSGRASSTRASHCORRALMcDONALD'S TOWER SIGNHEIGHT=35'TRANSFORMERGAS LINEMARKERASPHALTPARKING LOTASPHALTPARKING LOTASPHALTPARKING LOTASPHALTPARKING LOT24" CMP 15" CMP18" CMP15" RCP15" RCP LOT 1LOT CONSOLIDATION OFMcDONALD'S CORPORATIONINSTRUMENT NO. 23003206103,863 SQ. FT.2.384 ACRESTAX PARCEL 85-A-149NOW OR FORMERLYFAIRFAX PIKE PROPERTY, LLCINSTRUMENT NO. 2015-3264TAX PARCEL 85-A-149CNOW OR FORMERLYKBMM REAL ESTATE INVESTMENTS, LLCINSTRUMENT NO. 2018-9924TAX PARCEL 85-4-5A755 754 756 75776075775875976175675575 4 75575475 3 752 7557517527537547517517507507 5 1 751750750755751752753754756757ZS 9°25'01" W N 74°09'30" W 315.75'83.81' 267.34'S 67°38'12" E N 21°08'07" E204.12'R=2819.71'L=145.61'CH.BRG.=N 22°36'56" ECH.DST.=145.60'N 31°00'25" E17.10'R=249.50'L=6.84'CH.BRG.=N 7°27'12" ECH.DST.=6.84'R=2819.71'L=5.89'CH.BRG.=N 24°37'59" ECH.DST.=5.89'OLD AYLOR ROAD(A.K.A. VA ROUTE 647, VARIABLE WIDTH)(PUBLIC ROAD-PAVED ASPHALT)CULVERTINV.=748.77'R/WR/W755752753754ZONING DISTRICT B-2(GENERAL BUSINESS)ZONING DISTRICT B-1(NEIGHBORHOOD BUSINESS)ZONING DISTRICT B-1(NEIGHBORHOOD BUSINESS)ZONING DISTRICT B-1(NEIGHBORHOOD BUSINESS)IRON PINW/CAP SETIRON PINW/CAP SETIRON PINW/CAP SETIRON PINW/CAP SETIRON PINW/CAP SETIRON PINW/CAP SETIRON PINW/CAP SETREMAINING PARCEL AREA=2.384 ACRES 103,863 SQ. FT.15" HDPE15" HDPE15" HDPE 15" HDPE15" HDPECULVERTINV.=750.66'15" HDPECONC. CURB & GUTTERCONC. MEDIAN75575275375475675775 1 752753755756752753754 7 5 4 750755760749751752753754756757758759USE: OFFICE BUILDINGUSE:GAS STATION/CONVENIENCE STORER/WNOW OR FORMERLYCOMMONWEALTHOF VIRGINIAINSTRUMENT NO.2018-9479CONC. MEDIANR=551.50'L=54.63'CH.BRG.=S 18°03'33" WCH.DST.=54.61'VDOT DI-1 INLETRIM=748.98'INV.=745.39' (24" CMP-W)VDOT DI-1 INLETRIM=749.04'INV.=747.05' (15" CMP-NE)INV.=746.81' (18" CMP-SW)VDOT CURB DROP INLETRIM=749.75'INV.=744.85' (15" RCP-S)INV.=744.80' (15" RCP-W)VDOT CURB DROP INLETRIM=755.16'INV.=749.83' (15" HDPE-W)INV.=749.71' (15" HDPE-S)VDOT CURB DROP INLETRIM=749.71'INV.=744.96' (15" HDPE-W)INV.=744.91' (15" HDPE-N)INV.=744.86' (15" HDPE-S)VDOT CURB DROP INLETRIM=749.42'INV.=745.32' (15" HDPE-E)VDOT CURB DROP INLETRIM=747.39'INV.=744.64' (15" HDPE-S)STORM MANHOLERIM=745.88'INV.=741.75' (15" HDPE-N)INV.=741.68' (15" HDPE-S)VDOT CURB DROP INLETRIM=754.40'INV.=751.68' (15" HDPE-NW)INV.=751.66' (15" HDPE-N)INV.=751.63' (15" HDPE-E)NEWAYLOR ROAD(URBAN COLLECTOR - 40 MPH)(PUBLIC ROAD-PAVED ASPHALT)15" HDPE RIP RAP11.7'12.2'12.5'12.6'12.3'12.1'12.8'12.3'CONC. MEDIANYELLOW LINEWHITE LINEWHITE LINEDASHED WHITE LINEDASHED WHITE LINEDASHED WHITE LINEDOUBLE YELLOW LINEYELLOW LINEYELLOW LINEYELLOW LINEYELLOW LINEYELLOW LINEDOUBLE YELLOW LINEWHITE LINEDOUBLE YELLOW LINEDOUBLE YELLOW LINEDOUBLE YELLOW LINE58.2'CONC. CURB & GUTTERCONC. CURB & GUTTER57.7'DASHED WHITE LINEWHITE LINE35' BUILDING RESTRICTION LINE35' BUILDING RESTRICTION LINEVDOTMONUMENTFOUNDDRIVE THRU DRIVE THRU PROPOSED LARGE VEHICLE PARKINGGRASSGRASSNO PARKINGLOADING ZONEINLET NO.2TOP: 754.00INV.: 751.00 (12"Ø OUT)2'x2' PRECAST INLETSEE DETAIL ON SHEET C-2ACLEANOUT NO.1TOP: 754.71±INV.: 750.80 (12"Ø IN)INV.: 750.80 (12"Ø OUT)SEE DETAIL ON SHEET C2-ASLOPE TO MATCH SLOPE OFPAVEMENT18 LF OF 12"Ø HDPEPIPE @ 1.0% SLOPE MIN.142 LF OF 12"Ø HDPEPIPE @ 1.0% SLOPE MIN.TRANSITION STRUCTURETOP: 751.00INV.: 748.00 (12"Ø IN)INV.: 748.00 (12"Ø IN)INV.: 748.00 (12"Ø OUT)2'x2' PRECAST INLETSEE DETAIL ON SHEET C-2A36 LF OF 12"Ø HDPEPIPE @ 3.0% SLOPE MIN.INLET NO.1TOP: 753.75INV.: 750.75 (12"Ø OUT)2'x2' PRECAST INLETSEE DETAIL ON SHEET C-2A116 LF OF 12"Ø HDPEPIPE @ 2.4% SLOPE16 LF OF 12"Ø RCPPIPE @ 5.0% SLOPETIE TO EXISTING INLET@ INV: 747.15752751754755756756755755752TCBC**757.24756.81TCBC*754.00754.36TCBC*755.27754.77TCBC**755.30754.94TCBC756.23755.73TCBC756.65756.15TCBC755.90755.40754.36754.26754.36754.26754.26753.90757.50757.50TCBC757.70757.20*756.90*756.50TCBC756.00755.50TCBC754.36754.26TCBC754.36754.26TCBC754.36754.00TCBC754.46754.36TCBC754.46754.36TCBC754.46754.36TCBC754.26754.00754.36TCBC754.20753.70TCBC752.90752.40TCBC754.46754.36753F.F.E.:757.60754R=1043.50'L=209.08'CH.BRG.=S 15°09'25" WCH.DST.=208.73'21 LF OF 12"Ø HDPEPIPE @ 1.0% SLOPE MIN.DELIVERYTCBC754.36753.86DELIVERYMOBIL E ORDE R MOBIL E ORDE R 753.73754.46TCBC754.36753.95TCBC**753.50753.01CLEANOUT NO.2TOP: 752.25INV.: 749.10 (12"Ø IN)INV.: 749.10 (12"Ø OUT)SEE DETAIL ON SHEET C-2ATCBC753.05752.55TCBC*752.80752.30MOBIL E ORDE R MOBIL E ORDE R751 TCBC*755.15755.15TCBC*756.08756.08TCBC*756.02756.02TCBC*755.06755.06752.57752.67TCBC**752.30751.87TCBC**751.85751.65TCBC754.31753.81754.46 *754.31754.20758758759759755754755756753INLET NO.3TOP: 754.57INV.: 750.55 (12"Ø IN)INV.: 750.55 (12"Ø OUT)2'x2' PRECAST INLETSEE DETAIL ON SHEET C-2A1 inch = 20 ft.( IN FEET )GRAPHIC SCALE20010204080C-2GRADING PLAN 1.SEE SITE PLAN FOR ADDITIONAL GENERAL NOTES.2.ALL SITE WORK, MATERIALS OF CONSTRUCTION, AND CONSTRUCTION METHODS SHALL COMPLY WITH LOCAL MUNICIPALITY, LOCAL COUNTY,AND DEPARTMENT OF TRANSPORTATION MATERIAL AND CONSTRUCTION SPECIFICATIONS.3.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIES, INCLUDING SERVICES.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE MISS UTILITY OF VIRGINIA AT 1-800-552-7001 AT LEAST THREE (3) WORKINGDAYS BEFORE START OF WORK AND VERIFY ALL EXISTING UTILITY LOCATIONS.4.ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER ACCURATE METHOD.5.THE CONTRACTOR SHALL COMPACT PIPE BACKFILL IN MAX. 8" LOOSE LIFTS TO 95% OF THE MAXIMUM DRY DENSITY PER ASTM D1557, ACCORDINGTO THE PIPE BEDDING DETAILS. TRENCH BOTTOM SHALL BE STABLE IN HIGH GROUNDWATER AREAS. A PIPE FOUNDATION SHALL BE USED INAREAS OF ROCK EXCAVATION.6.CONTRACTOR SHALL PROVIDE ALL BENDS, FITTINGS, ADAPTERS, ETC., AS REQUIRED FOR PIPE CONNECTIONS TO BUILDING/CANOPY STUB-OUTS,INCLUDING ROOF/FOOTING DRAIN CONNECTIONS TO ROOF LEADERS AND TO STORM DRAINAGE SYSTEM.7.TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR USE IN FINAL LANDSCAPING.8.MANHOLE RIMS AND STORM INLET GRATES SHALL BE SET TO ELEVATIONS SHOWN. SET ALL EXISTING MANHOLE FRAMES AND COVERS, STORMINLET GRATES, VALVE BOXES, ETC., TO BE RAISED OR LOWERED, TO PROPOSED FINISHED GRADE, FLUSH WITH THE ADJACENT GRADE.9.UNDERDRAINS MAY BE ADDED, IF DETERMINED NECESSARY BY THE ENGINEER OR CONSTRUCTION MANAGER, AFTER SUBGRADE IS ROUGH GRADED.10.ALL EXISTING TOPOGRAPHICAL FEATURES (SPOT ELEVATIONS, CONTOURS, INVERTS, ETC.) CAN HAVE A TOLERANCE DIFFERENCE OF 6"± DEPENDINGON FIELD CONDITIONS AT THE TIME OF THE FIELD SURVEY. CONTRACTOR TO VERIFY ALL EXISTING TOPOGRAPHICAL FEATURES PRIOR TOCONSTRUCTION, AND ADVISE OWNER OF ANY DISCREPANCIES.11.THE CONTRACTOR SHALL RESTORE ANY STRUCTURE, PIPE, UTILITY, PAVEMENT, CURBS, SIDEWALKS, LANDSCAPED AREAS, ETC. DISTURBED DURINGCONSTRUCTION TO THE ORIGINAL CONDITION OR BETTER.12.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF MATERIALS AND STRUCTURES TO THE CONSTRUCTION MANAGER FOR REVIEW ANDAPPROVAL PRIOR TO FABRICATION.13.THE CONTRACTOR SHALL PRESERVE EXISTING VEGETATION WHERE POSSIBLE AND/OR AS NOTED ON DRAWINGS. REFER TO EROSION ANDSEDIMENTATION PLAN FOR LIMIT OF DISTURBANCE AND NOTES.14.THE CONTRACTOR SHALL COMPACT FILL IN 8" MAXIMUM LIFTS UNDER ALL PARKING, BUILDING, AND DRIVE AREAS TO 95% OF THE MAXIMUMDRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR TEST), OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER.15.THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL RUBBISH, TRASH, DEBRIS, AND ORGANIC MATERIAL IN A LAWFULMANNER.16.THE CONTRACTOR SHALL BE ADVISED THAT ALL EXCAVATION IS CONSIDERED UNCLASSIFIED AND THAT IT SHALL BE RESPONSIBLE FOR ALLMEANS, METHODS, AND MATERIALS OF CONSTRUCTION TO COMPLETE CONSTRUCTION AS DESIGNED. ADDITIONALLY, THE CONTRACTORSHALL BE RESPONSIBLE FOR THE OFF-SITE DISPOSAL OF ANY AND ALL EXCESS OR UNSUITABLE MATERIAL UNABLE TO BE PLACED ON SITEAND THE IMPORTATION OF ANY BORROW MATERIAL NECESSARY TO COMPLETE THE JOB.17.ALL EXCAVATION AND GRADING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT.18.SITE GRADING SHALL BE PERFORMED TO PROVIDE POSITIVE DRAINAGE TO STORM INLETS AND TO PRECLUDE THE PONDING OF WATER ON SITE.19.VERIFY REQUIRED SPOT ELEVATIONS/GRADING IN THE VICINITY OF THE BUILDINGS WITH THE ARCHITECTURAL PLANS.20.ALL ACCESSIBLE PARKING SPACES TO HAVE A MAXIMUM SLOPE OF 2% IN ANY DIRECTION.21.ALL SIDEWALKS, PATIO AREAS, AND ACCESSIBLE ROUTES TO THE BUILDING ARE TO HAVE A MAXIMUM CROSS SLOPE OF 2%, AND A MAXIMUMLONGITUDINAL SLOPE OF 5%.22.CONTRACTOR TO FIELD VERIFY PROPOSED AND EXISTING GRADES, SLOPES, ETC., FOR PROPOSED ACCESSIBLE PARKING AREAS, RAMPS, ETC.,WITH ARCHITECT, PRIOR TO CONSTRUCTION.23.LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE TAKEN FROM FIELD OBSERVATION, UTILITY MAPS, ETC., AND ARE NOT ASSUMEDTO BE ACCURATE. PRIOR TO ANY CONSTRUCTION ACTIVITIES, CONTRACTOR TO DIG TEST PITS AT ALL PROPOSED UTILITY CROSSINGS,TO VERIFY LOCATION, DEPTH, SIZE, ETC. OF EXISTING UNDERGROUND UTILITIES, AND CONFIRM NEW UTILITY LINES CAN BE INSTALLED ASPROPOSED. ADVISE McDONALD'S CONSTRUCTION MANAGER IMMEDIATELY OF ANY CONFLICTS OR DISCREPANCIES.VDOT STANDARD UD-4 PAVEMENT EDGE DRAIN TO BE INCLUDED WITH ANY ENTRANCE MODIFICATIONSIF UD-4 IS DISCOVERED UNDER EXISTING CURB AND GUTTER AT THE TIME OF CONSTRUCTION.SITE IDENTIFICATION RESTAURANT LOCATION DATE DRAWN DRAWN BY 0450247-06461 08/17/2023 BJC 1131 AYLOR ROAD FREDERICK COUNTY VIRGINA BYDESCRIPTIONDATEREV R ADDRESS OFFICE THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF McDONALD'S CORPORATION AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. TWO DEMOCRACY CENTER - 6903 ROCKLEDGE DR., SUITE 1100 - BETHESDA, MD 20817 BALTIMORE - WASHINGTON REGION Surveyors • Engineers • Site Planners 375 Northgate Drive Warrendale, PA 15086 Ph: (724) 934-2810 Fax: (724) 934-2811 mdmcadd@mdmllc.com www.mdmllc.com SURVEYORS & ENGINEERS, LLC BJCADDRESSED COUNTY REVIEW COMMENTS10/27/202301Storm InletRight-of-WayElectric Meter(Unless otherwise noted)Turn ArrowsSignWater LineGas LineUtility PoleIron Pin FoundTraffic Flow ArrowWater ValveIron pin w/cap setGas ValveFire HydrantStorm ManholeSpeaker BoxCleanoutStorm SewerSanitary SewerEasementsSetback LineGas MeterR/WTreesBollardUnderground Electric LineUnderground Telephone LineGrease TrapIlluminated SignsWater MeterGuy WireTele. PedestalMenu BoardFlagpoleHandicap SymbolUnderground Cable lineElec. PedestalLight PoleOverhead Electric,Telephone & Cable LineTerra CottaT.C.Polyvinyl ChloridePVCHigh Density PolyethyleneHDPEFinished Floor ElevationF.F.E.Corrugated Metal PipeCMPReinforced Concrete PipeRCPDuctile IronD.I.AsphaltConcreteDepressed CurbLandscapingBY GRAPHIC PLOTTING ONLY, THIS SITE IS LOCATED IN ZONE X OF THEFLOOD INSURANCE RATE MAP 51069C0330D, COMMUNITY NO. 510063,PANEL 0330, SUFFIX D, BEARING AN EFFECTIVE DATE OF 09-02-09 AND ISNOT IN A SPECIAL FLOOD HAZARD AREA.Design Serial No. A114101265Dig Serial No. A114101248LEGEND OF SYMBOLSFLOOD ZONE NOTE* INDICATES MATCHEXISTING GRADE.ADVISE CONSTRUCTION MANAGEROF ANY DISCREPANCIESPROPOSED CONTOUR LINEPROPOSED SPOT ELEVATIONPROPOSED UTILITYSTRUCTURESPROPOSED LOT LIGHT750.00TCBC750.50750.00SITE LOCATION MAPSCALE: 1=1,000'SITEGRADING AND DRAINAGE NOTESASPHALT PAVING LEGENDSHIM ASPHALT WEARING COURSETO PROVIDE POSITIVE DRAINAGEWPROPOSED STORMSTRUCTURESPROPOSED SANITARYSTRUCTURESSAN ElevationStation740750 7607407457507557600+000+501+001+502+002+502+51INLET NO.2TOP: 754.00INV.: 751.00 (12"Ø OUT)2'x2' PRECAST INLETSEE DETAIL ON SHEET C-2ACLEANOUT NO.1TOP: 754.71±INV.: 750.80 (12"Ø IN)INV.: 750.80 (12"Ø OUT)SEE DETAIL ON SHEET C2-ASLOPE TO MATCH SLOPE OFPAVEMENTINLET NO.3TOP: 754.57INV.: 750.55 (12"Ø IN)INV.: 750.55 (12"Ø OUT)2'x2' PRECAST INLETSEE DETAIL ON SHEET C-2ACLEANOUT NO.2TOP: 752.25INV.: 749.10 (12"Ø IN)INV.: 749.10 (12"Ø OUT)SEE DETAIL ON SHEET C-2ATRANSITION STRUCTURETOP: 751.00INV.: 748.00 (12"Ø IN)INV.: 748.00 (12"Ø IN)INV.: 748.00 (12"Ø OUT)2'x2' PRECAST INLETSEE DETAIL ON SHEET C-2A18 LF OF 12"Ø HDPEPIPE @ 1.0% SLOPE MIN.21 LF OF 12"Ø HDPEPIPE @ 1.0% SLOPE MIN.142 LF OF 12"Ø HDPEPIPE @ 1.0% SLOPE MIN.36 LF OF 12"Ø HDPEPIPE @ 3.0% SLOPE MIN.16 LF OF 12"Ø RCPPIPE @ 5.0% SLOPETIE TO EXISTING INLET@ INV.: 747.1519'-6"22'-0"143'-5"37'-10"18'-5"VDOT DI-1 INLETRIM=749.04'INV.=747.05' (15" CMP-NE)INV.=746.81' (18" CMP-SW)TIE TO EXISTING INLET@ INV.: 747.15PROPOSED GRADEEXISTING GRADE2+50.83Elevation Station7407507607407457507557600+000+501+001+26INLET NO.1TOP: 753.75INV.: 750.75 (12"Ø OUT)2'x2' PRECAST INLETSEE DETAIL ON SHEET C-2A116 LF OF 12"Ø HDPEPIPE @ 2.4% SLOPETRANSITION STRUCTURETOP: 751.00INV.: 748.00 (12"Ø IN)INV.: 748.00 (12"Ø IN)INV.: 748.00 (12"Ø OUT)2'x2' PRECAST INLETSEE DETAIL ON SHEET C-2A117'-8"PROPOSED GRADEEXISTING GRADESITE IDENTIFICATION RESTAURANT LOCATION DATE DRAWN DRAWN BY 0450247-06461 08/17/2023 BJC 1131 AYLOR ROAD FREDERICK COUNTY VIRGINA BYDESCRIPTIONDATEREV R ADDRESS OFFICE THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF McDONALD'S CORPORATION AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. TWO DEMOCRACY CENTER - 6903 ROCKLEDGE DR., SUITE 1100 - BETHESDA, MD 20817 BALTIMORE - WASHINGTON REGION Surveyors • Engineers • Site Planners 375 Northgate Drive Warrendale, PA 15086 Ph: (724) 934-2810 Fax: (724) 934-2811 mdmcadd@mdmllc.com www.mdmllc.com SURVEYORS & ENGINEERS, LLC BJCADDRESSED COUNTY REVIEW COMMENTS10/27/202301 C-2ASTORMWATER DETAILSMDM SURVEYORS & ENGINEERS, LLC375 NORTHGATE DRIVEWARRENDALE, PA 15086(724) 934-2810EUGENE DVORCHAK, PE, VA LIC. No. 40403ENGINEER/PLAN PREPARER:NOTE:ANY OFF-SITE LAND DISTURBING ACTIVITYASSOCIATED WITH THE PROJECT MUST HAVEAN APPROVED ESC PLAN.STORMWATER MANAGEMENT SYSTEM WQ BMPsOWNER: MCDONALD'S CORPORATIONRESPONSIBLE PARTY: MCDONALD'S CORPORATIONONSITE STORMWATER MANAGEMENT /CONVEYANCE SYSTEMOWNER: MCDONALD'S CORPORATIONRESPONSIBLE PARTY: MCDONALD'S CORPORATIONSTORMWATER PROFILE - INLET No. 2 TO EXISTING VDOT INLET1HORIZONTAL SCALE: 1"=20'-0"VERTICAL SCALE: 1"=5'-0"STORMWATER PROFILE - INLET No. 1 TO TRANSITION STRUCTURE2HORIZONTAL SCALE: 1"=20'-0"VERTICAL SCALE: 1"=5'-0"6" MIN. COVER TO RIGID PAVEMENT, H MIN. COVER TO FLEXIBLE PAVEMENT, H 60"30"54"48"42"36"18"24"15"12"96"56"88"80"72"64"39"48"34"30"PIPE DIAM.MIN. TRENCH WIDTH8"10"6"4"26"28"23"21"RECOMMENDED MIN. TRENCH WIDTHS48"60"12"24"54" - 60"12" - 48"PIPE DIAM.SURFACE LIVE LOADING CONDITIONH-25NOTES:1.ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCEWITH ASTM D2321, "STANDARD PRACTICE FORUNDERGROUND INSTALLATION OF THERMOPLASTIC PIPEFOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS",LATEST EDITION.2.MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OFNATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED.3.FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE,THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIREDBY THE ENGINEER AND REPLACE WITH SUITABLE MATERIALAS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE ANDAT THE DISCRETION OF THE DESIGN ENGINEER, THETRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILEMATERIAL.4.BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III.THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FORMATERIAL SPECIFICATION TO ENGINEER. UNLESSOTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDINGTHICKNESS SHALL BE 4" (100mm) FOR 4"-24"(100mm-600mm); 6" (150mm) FOR 30"-60" (750mm-900mm).5.INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I,II OR III IN THE PIPE ZONE EXTENDING NOT LESS THAN 6"ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDEDOCUMENTATION FOR MATERIAL SPECIFICATION TOENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED INASTM D2321, LATEST EDITION.6.MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFICAPPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROMTHE TOP OF PIPE TO GROUND SURFACE. ADDITIONALCOVER MAY BE REQUIRED TO PREVENT FLOATING. FORTRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO48" DIAMETER PIPE AND 24" OF COVER FOR 54"-60"DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOMOF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT.24"36"30"-36"UP TO 24"PIPE DIAM.48"42"-60"NOT TO SCALETYPICAL TRENCH DETAILMIN. TRENCH WIDTH(SEE TABLE)MINIMUM RECOMMENDED COVER BASED ONVEHICLE LOADING CONDITIONSMINIMUM RECOMMENDED COVER BASED ONRAILWAY LOADING CONDITIONSHEAVY CONSTRUCTION(75T AXLE LOAD) *** COVER IS MEASURED FROM TOP OF PIPE TO BOTTOM OFRAILWAY TIE.*** E-80 COVER REQUIREMENTS, ARE ONLY APPLICABLE TOASTM F 2306 PIPE.* VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVERCOOPERE-80**FINALBACKFILLINITIAL BACKFILLHAUNCHBEDDINGSUITABLE FOUNDATIONSPRINGLINE4" FOR 12"-24" PIPE 6"FOR 30"-60" PIPE4640 TRUEMAN BLVDHILLIARD, OHIO 43026ADVANCED DRAINAGE SYSTEMS, INC.RSTD-1015GENERAL NOTES:1.DROP INLET DESIGN SPECIFICATIONS CONFORM TO LATEST ASTM C913 SPECIFICATIONS FOR "PRECAST CONCRETEWATER AND WASTEWATER STRUCTURES".2.CONCRETE COMPRESSIVE STRENGTH 4,000 PSI MINIMUM.3.STEEL REINFORCING DESIGN TO CONFORM TO THE REQUIREMENTS OF ASTM C890 SPECIFICATIONS FOR "STRUCTURALDESIGN LOADING FOR WATER AND WASTEWATER STRUCTURES", AND SHALL UTILIZE GRADE 60 REBARS CONFORMINGTO THE REQUIREMENTS OF ASTM A185 OR BOTH.4.ADDITIONAL REINFORCING AT OPENINGS.5.DESIGNED FOR H-20-44 LOADING.6.STEPS NOT REQUIRED.7.TOTAL HEIGHT PER JOB SPECIFICATIONS.8.PIPE PENETRATION TO BE AS PER JOB REQUIREMENTS. PIPE TO BE INSTALLED BY CONTRACTOR AS PER STATE DOTREQUIREMENTS FOR MORTAR JOINT CONNECTIONS.9.CAST-IN FRAME AND GRATE. (NEENAH GRATE No. R4832B OR EQUAL.)10.JOINTS TO BE SEALED WITH BUTYL RUBBER JOINT SEALANT CONFORMING TO THE REQUIREMENTS OF ASTM C990, ORMORTAR AS PER STATE DOT REQUIREMENTS, OR BOTH.3'-0" (0.D.)2'-0" (I.D.)3'-0" (0.D.)2'-0" (I.D.)AS REQUIREDSEE NOTE #10SEE NOTE #3SEE NOTE #8SEE NOTE #3SEE NOTE #7SEE NOTE #96"NOT TO SCALE2'x2' PRECAST CONCRETE INLET6" TYP.4CLEANOUT LOCATIONS INDICATED ON GRADING & UTILITY PLANS AS "CO".PROVIDE CLEANOUTS AS SPECIFIED BELOW:ZURN Z-1400 CLEANOUTS IN NON-TRAFFIC AREAS & SIDEWALKS.ZURN Z-1449 CLEANOUTS IN LANDSCAPED AREAS.ZURN Z-1400 HD CLEANOUTS IN TRAFFIC AREAS WITH A "SERVICE STATION"TYPE MANHOLE, OPW #104 A12 - DOVER CORP./OPW DIV.NOTES2'-0"1'-0"TYPICAL 6"Ø STORMWATER CLEANOUT DETAILNOT TO SCALE2'-0"WATERTIGHT CAPON TERMINAL ENDOF PIPECOMPACTED SUB-GRADEPAVEMENT2' X 2' CONCRETE COLLAR(4" THICK MIN.)CLEANOUT PLUG,3" BELOW PAVING SURFACEMANHOLE/COVER(TRAFFIC AREAS ONLY)WYEWATERTIGHT CAPON TERMINAL ENDOF PIPECOMPACTED SUB-GRADEFINISHED GRADE2' X 2' CONCRETE COLLAR(4" THICK MIN.)CLEANOUT PLUG,FLUSH W/GRADEWYEBACKFILL3 G WSAN SAN SAN SANSANSANW WWWWUEU E U E U E END PAINTMARKINGS1-STORYBRICK BUILDING"McDONALD'S" RESTAURANTF.F.E.=754.46'FOOTPRINT=4,540 SQ. FT.IRON PIPE FOUNDIRON PIPEFOUNDIRON PIPEFOUNDGRASSGRASSGRASSGRASSTRASHCORRALMcDONALD'S TOWER SIGNHEIGHT=35'TRANSFORMERASPHALTPARKING LOTASPHALTPARKING LOTASPHALTPARKING LOTASPHALTPARKING LOT24" CMP 15" CMP18" CMP15" RCP15" RCP LOT 1LOT CONSOLIDATION OFMcDONALD'S CORPORATIONINSTRUMENT NO. 23003206103,863 SQ. FT.2.384 ACRESTAX PARCEL 85-A-149NOW OR FORMERLYFAIRFAX PIKE PROPERTY, LLCINSTRUMENT NO. 2015-3264TAX PARCEL 85-A-149CNOW OR FORMERLYKBMM REAL ESTATE INVESTMENTS, LLCINSTRUMENT NO. 2018-9924TAX PARCEL 85-4-5AZOLD AYLOR ROAD(A.K.A. VA ROUTE 647, VARIABLE WIDTH)(PUBLIC ROAD-PAVED ASPHALT)CULVERTINV.=748.77'ZONING DISTRICT B-2(GENERAL BUSINESS)ZONING DISTRICT B-1(NEIGHBORHOOD BUSINESS)ZONING DISTRICT B-1(NEIGHBORHOOD BUSINESS)ZONING DISTRICT B-1(NEIGHBORHOOD BUSINESS)IRON PINW/CAP SETIRON PINW/CAP SETIRON PINW/CAP SETIRON PINW/CAP SETIRON PINW/CAP SETIRON PINW/CAP SETIRON PINW/CAP SETREMAINING PARCEL AREA=2.384 ACRES 103,863 SQ. FT.15" HDPE15" HDPE15" HDPECULVERTINV.=750.66'15" HDPECONC. CURB & GUTTERCONC. MEDIANUSE: OFFICE BUILDINGUSE:GAS STATION/CONVENIENCE STORE2018-9479CONC. MEDIANVDOT DI-1 INLETRIM=748.98'INV.=745.39' (24" CMP-W)VDOT DI-1 INLETRIM=749.04'INV.=747.05' (15" CMP-NE)INV.=746.81' (18" CMP-SW)VDOT CURB DROP INLETRIM=749.75'INV.=744.85' (15" RCP-S)INV.=744.80' (15" RCP-W)INV.=744.86' (15" HDPE-S)VDOT CURB DROP INLETRIM=749.42'INV.=745.32' (15" HDPE-E)VDOT CURB DROP INLETRIM=747.39'INV.=744.64' (15" HDPE-S)STORM MANHOLERIM=745.88'INV.=741.75' (15" HDPE-N)INV.=741.68' (15" HDPE-S)VDOT CURB DROP INLETRIM=754.40'INV.=751.68' (15" HDPE-NW)INV.=751.66' (15" HDPE-N)INV.=751.63' (15" HDPE-E)NEWAYLOR ROAD(URBAN COLLECTOR - 40 MPH)(PUBLIC ROAD-PAVED ASPHALT)15" HDPE RIP RAP11.7'12.2'12.5'12.1'12.3'WHITE LINEWHITE LINEDASHED WHITE LINEDASHED WHITE LINEDOUBLE YELLOW LINEYELLOW LINEYELLOW LINEYELLOW LINEYELLOW LINEDOUBLE YELLOW LINEWHITE LINEDOUBLE YELLOW LINEDOUBLE YELLOW LINEDOUBLE YELLOW LINE58.2'CONC. CURB & GUTTERDASHED WHITE LINEWHITE LINE35' BUILDING RESTRICTION LINE35' BUILDING RESTRICTION LINEVDOTMONUMENTFOUNDDRIVE THRU DRIVE THRU PROPOSED LARGE VEHICLE PARKINGGRASSGRASSNO PARKINGLOADING ZONEGTINLET NO.2TOP: 754.00INV.: 751.00 (12"Ø OUT)2'x2' PRECAST INLETSEE DETAIL ON SHEET C-2ACLEANOUT NO.1TOP: 754.71±INV.: 750.80 (12"Ø IN)INV.: 750.80 (12"Ø OUT)SEE DETAIL ON SHEET C2-ASLOPE TO MATCH SLOPE OFPAVEMENT18 LF OF 12"Ø HDPEPIPE @ 1.0% SLOPE MIN.142 LF OF 12"Ø HDPEPIPE @ 1.0% SLOPE MIN.TRANSITION STRUCTURETOP: 751.00INV.: 748.00 (12"Ø IN)INV.: 748.00 (12"Ø IN)INV.: 748.00 (12"Ø OUT)2'x2' PRECAST INLETSEE DETAIL ON SHEET C-2A36 LF OF 12"Ø HDPEPIPE @ 3.0% SLOPE MIN.INLET NO.1TOP: 753.75INV.: 750.75 (12"Ø OUT)2'x2' PRECAST INLETSEE DETAIL ON SHEET C-2A116 LF OF 12"Ø HDPEPIPE @ 2.4% SLOPE16 LF OF 12"Ø RCPPIPE @ 5.0% SLOPETIE TO EXISTING INLET@ INV: 747.15 SEE UTILITY EXTENSION PLAN (C-3A) FOR LOCATION OF NEW METER VAULT ANDRELOCATED METERUE/T/C21 LF OF 12"Ø HDPEPIPE @ 1.0% SLOPE MIN.DELIVERYDELIVERYMOBIL E ORDE R MOBIL E ORDE RCLEANOUT NO.2TOP: 752.25INV.: 749.10 (12"Ø IN)INV.: 749.10 (12"Ø OUT)SEE DETAIL ON SHEET C-2AMOBIL E ORDE R MOBIL E ORDE R INLET NO.3TOP: 754.57INV.: 750.55 (12"Ø IN)INV.: 750.55 (12"Ø OUT)2'x2' PRECAST INLETSEE DETAIL ON SHEET C-2AStorm InletRight-of-WayElectric Meter(Unless otherwise noted)Turn ArrowsSignWater LineGas LineUtility PoleIron Pin FoundTraffic Flow ArrowWater ValveIron pin w/cap setGas ValveFire HydrantStorm ManholeSpeaker BoxCleanoutStorm SewerSanitary SewerEasementsSetback LineGas MeterR/WTreesBollardUnderground Electric LineGrease TrapIlluminated SignsWater MeterGuy WireTele. PedestalMenu BoardFlagpoleHandicap SymbolUnderground Cable lineElec. PedestalLight PoleOverhead Electric,Telephone & Cable LineTerra CottaT.C.Polyvinyl ChloridePVCHigh Density PolyethyleneHDPEFinished Floor ElevationF.F.E.Corrugated Metal PipeCMPReinforced Concrete PipeRCPDuctile IronD.I.AsphaltConcreteDepressed CurbLEGEND OF SYMBOLSLandscaping1 inch = 20 ft.( IN FEET )GRAPHIC SCALE20010204080C-3SITE UTILITY PLAN 2SANITARY SEWERFREDERICK COUNTYSANITARY AUTHORITY315 TASKER ROADSTEPHENS CITY, VA 22655(540) 868-1061EARL WILEYSTORM SEWERVIRGINIA DOTSTAUNTON DISTRICT811 COMMERCE ROADSTAUNTON, VA 22402CONTACT: ED CARTER(540) 984-5600WATER SERVICEFREDERICK WATER315 TASKER ROADSTEPHENS CITY, VA(540) 868-1061EARL WILEYGAS SERVICEWASHINGTON GAS(SHENANDOAH DIVISION)350 HILLANDALE LANEWINCHESTER, VA 22602(703) 750-1000ADMINISTRATIONELECTRIC SERVICERAPPAHANNOCK ELECTRICCOOPERATIVE137 KELLEY COURTFRONT ROYAL, VA 22630(540) 622-2001TELEPHONE SERVICEVERIZON404 HILLANDALE LANEWINCHESTER, VA 22602(540) 665-3156TIM KELLEYDesign Serial No. A114101265Dig Serial No. A114101248WATER SERVICE:USE EXISTING WATER SERVICE CONNECTION. CONTRACTOR TO INSPECT EXISTING WATER SERVICE LINE AND CONFIRM LOCATION SIZE, DEPTH,ETC., OF EXISTING WATER LINE PRIOR TO ANY CONSTRUCTION ACTIVITIES.1.CONTRACTOR SHALL CONTACT RESPECTIVE UTILITY COMPANIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, TO COORDINATE REQUIREMENTS TO ENSURETIMELY SERVICE INSTALLATION.2.PROPER COORDINATION WITH THE RESPECTIVE UTILITY COMPANIES SHALL BE PERFORMED BY THE CONTRACTOR TO INSURE THAT ALL UTILITY COMPANY, LOCAL MUNICIPALITY, ANDLOCAL COUNTY STANDARDS FOR MATERIALS AND CONSTRUCTION METHODS ARE MET.3.THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THE ELEVATION AND LOCATION OF ALL UTILITIES BY VARIOUS MEANS PRIOR TO BEGINNING ANY EXCAVATION. TEST PITS SHALLBE DUG AT ALL LOCATIONS WHERE SEWERS CROSS EXISTING UTILITIES, AND THE HORIZONTAL AND VERTICAL LOCATIONS OF THE UTILITIES SHALL BE DETERMINED. THECONTRACTOR SHALL CONTACT THE OWNER IN THE EVENT OF ANY UNFORESEEN CONFLICTS BETWEEN EXISTING AND PROPOSED UTILITIES SO THAT AN APPROPRIATE MODIFICATIONMAY BE MADE.4.THE CONTRACTOR SHALL ARRANGE FOR AND COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES FOR SERVICE INSTALLATIONS AND CONNECTIONS AND MAIN AND SERVICERELOCATIONS. THE CONTRACTOR SHALL COORDINATE THE WORK TO BE PERFORMED BY THE VARIOUS UTILITY COMPANIES AND SHALL SECURE ALL PERMITS AND PAY ALL FEES FORCONNECTIONS, DISCONNECTIONS, RELOCATIONS, INSPECTIONS, AND DEMOLITION, AS NECESSARY.5.THE CONTRACTOR SHALL MAINTAIN ALL FLOWS AND UTILITY CONNECTIONS TO EXISTING BUILDINGS, ETC. WITHOUT INTERRUPTION UNLESS/UNTIL AUTHORIZED TO DISCONNECT BYTHE OWNER, UTILITY COMPANIES, AND GOVERNING AUTHORITIES. THE CONTRACTOR SHALL INSTALL AS NECESSARY, TEMPORARY SITE LIGHTING, GAS, SANITARY, WATER, STORM,ELECTRIC, TELEPHONE, AND CABLE SERVICES TO SERVICE BUILDING(S) TO REMAIN OPEN.6.ALL EXISTING PAVEMENT WHERE UTILITY PIPING IS TO BE INSTALLED SHALL BE SAW CUT AND REPLACED IN ACCORDANCE WITH THE PAVEMENT REPAIR REQUIREMENTS OF LOCALMUNICIPALITY AND THE DETAILS CONTAINED HEREIN.7.ALL WATER MAINS, WATER SERVICES AND SANITARY SEWER LATERALS SHALL CONFORM TO THE APPLICABLE COUNTY AND LOCAL DEPARTMENTS, AND APPROPRIATE UTILITY COMPANYSPECIFICATIONS.8.ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER ACCURATE METHOD.9.CONTRACTOR TO FIELD VERIFY SIZE, LOCATION, DEPTH, ETC. OF EXISTING SANITARY LATERAL, AND PREP FOR NEW LATERAL CONNECTION. ADVISE McDONALD'S CONSTRUCTIONMANAGER IMMEDIATELY OF ANY DISCREPANCIES, OR IF LINE IS NOT ADEQUATE (DEPTH, SIZE, CONDITION, ETC.) FOR NEW SERVICE.10.SANITARY LATERAL SHALL MAINTAIN 10' MIN. HORIZONTAL AND 1.5' MIN. VERTICAL SEPARATION DISTANCE FROM WATER LINES. A 5' MIN. CLEARANCE SHALL BE MAINTAINEDBETWEEN WATER, AND ELECTRICAL LINES. A 12" MIN. CLEARANCE SHALL BE MAINTAINED BETWEEN STORM AND SANITARY SEWER LINES. ADDITIONAL PROTECTION MEASURESINCLUDING, BUT NOT LIMITED TO, CONCRETE PIPE ENCASEMENT MAY BE REQUIRED IF INDICATED CLEARANCES ARE NOT MET.11.RELOCATION OF ANY UTILITY COMPANY FACILITIES TO BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE UTILITY COMPANY AND LOCAL MUNICIPALITY.12.THE CONTRACTOR SHALL COMPACT PIPE BACKFILL IN MAX. 8" LOOSE LIFTS TO 95% OF THE MAXIMUM DRY DENSITY PER ATM D1557, ACCORDING TO THE PIPE BEDDING DETAILS.TRENCH BOTTOM SHALL BE STABLE IN HIGH GROUNDWATER AREAS. A PIPE FOUNDATION SHALL BE USED IN AREAS OF ROCK EXCAVATION.13.CONTRACTOR TO PROVIDE SLEEVES UNDER FOOTINGS OR THROUGH FOUNDATIONS FOR UTILITY CONNECTIONS.14.CONTRACTOR SHALL PROVIDE ALL BENDS, FITTINGS, ADAPTERS, ETC. AS REQUIRED FOR PIPE CONNECTIONS TO BUILDING/CANOPY STUB-OUTS, INCLUDING ROOF/FOOTING DRAINCONNECTIONS TO ROOF LEADERS AND TO STORM DRAINAGE SYSTEM.15.UTILITY CONDUIT PIPE SHALL BE SCHEDULE 80 PVC AND/OR AS REQUIRED BY THE LOCAL UTILITY COMPANY. SERVICES MAY BE INSTALLED IN A COMMON TRENCH WITH 12" CLEARSPACE BETWEEN SERVICES. MINIMUM COVER SHALL BE 36" ON ELECTRIC CONDUITS AND 24" ON TELEPHONE AND CABLE CONDUITS. SERVICES SHALL BE MARKED WITH MAGNETICLOCATOR TAPE. GALVANIZED STEEL ELECTRICAL CONDUIT SHALL BE USED AT POLE AND TRANSFORMER LOCATIONS. INSTALL HAND HOLES AS REQUIRED.16.ALL UTILITY CONSTRUCTION IS SUBJECT TO INSPECTION PRIOR TO APPROVAL FOR BACKFILL, IN ACCORDANCE WITH THE APPROPRIATE UTILITY COMPANY, LOCAL MUNICIPALITY,AND/OR LOCAL COUNTY REQUIREMENTS.17.MANHOLE RIMS AND STORM INLET GRATES SHALL BE SET TO ELEVATIONS SHOWN. ADJUST ALL EXISTING MANHOLE FRAMES AND COVERS, STORM INLET GRATES, VALVE BOXES, ETC.,TO BE RAISED OR LOWERED, TO PROPOSED FINISHED GRADE, FLUSH WITH THE ADJACENT GRADE.18.THE CONTRACTOR SHALL RESTORE ANY STRUCTURE, PIPE, UTILITY, PAVEMENT, CURBS, SIDEWALKS, LANDSCAPED AREAS, ETC. DISTURBED DURING CONSTRUCTION TO THE ORIGINALCONDITION OR BETTER.19.UNLESS OTHERWISE INDICATED ON THE DRAWINGS, ALL SANITARY SEWER PIPING SHALL BE POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS ATM D3034, TYPE PSM WITH A MINIMUMSDR OF 26, WITH FLEXIBLE ELASTOMERIC SEAL JOINTS, ATM D3212.20.ALL SANITARY SEWER PIPING SHALL HAVE A MINIMUM OF 6" OF COARSE AGGREGATE BEDDING.21.THE CONTRACTOR SHALL CONTACT THE COUNTY PLUMBING INSPECTOR AND FILE AND OBTAIN A PLUMBING PERMIT FOR THE WORK INDICATED HEREON AND IN COMPLIANCE WITHTHE COUNTY PLUMBING CODE.22.OBTAIN REQUIRED SANITARY SEWER CONNECTION PERMIT AND PAY ALL CONNECTION AND TAPPING FEES BEFORE CONNECTING ANY NEW SEWER LINE TO THE UTILITY DEPARTMENT'SSEWER LINES (FEES TO BE PAID BY OWNER).23.WATER SERVICE LINES OF 2" OR LESS SHALL BE ENCASED IN SCH. 40 PVC CONDUIT UNDER ALL CONCRETE OR ASPHALT SURFACES AND TO 1" ABOVE FINISHED FLOOR.24.THE CONTRACTOR SHALL BE ADVISED THAT ALL EXCAVATION IS CONSIDERED UNCLASSIFIED AND THAT IT SHALL BE RESPONSIBLE FOR ALL MEANS, METHODS, AND MATERIALS OFCONSTRUCTION TO COMPLETE CONSTRUCTION AS DESIGNED. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE OFF-SITE DISPOSAL OF ANY AND ALL EXCESS ORUNSUITABLE MATERIAL UNABLE TO BE PLACED ON SITE AND THE IMPORTATION OF ANY BORROW MATERIAL NECESSARY TO COMPLETE THE JOB.25.STATIC PRESSURE FOR DOMESTIC WATER SERVICE IS 45 PSI MINIMUM/80 PSI MAXIMUM AT BUILDING POINT OF CONNECTION, AS REQUIRED BY McDONALD'S. SEE PLUMBING PLANSTO VERIFY. PLUMBING CONTRACTOR TO VERIFY PRESSURE AND ADVISE McDONALD'S AREA CONSTRUCTION MANAGER IMMEDIATELY IF A BOOSTER PUMP/PRESSURE REDUCING VALVEWILL BE REQUIRED.26.COORDINATE INSTALLATION OF LOT LIGHTS, TREES, SIGNS, ETC., WITH PROPOSED UNDERGROUND UTILITIES. CONTACT OWNER WITH ANY DISCREPANCIES PRIOR TOCONSTRUCTION.KEYNOTESMENU BOARDS (VERIFY W/PROJ. MGR.).VEH. LOOP DETECTOR.3/4"Ø TYPE K COPPER WATER LINE FOR HOSE BIBB.EXISTING UE/T/C LINES TO REMAIN.PREP FOR NEW SERVICE LINES AS REQUIRED.12345678910121617EXISTING PAD MOUNTED TRANSFORMERAND ELECTRIC METER.FPHB-FROST PROOF HOSE BIBB (VERIFYLOCATIONS W/PROJ. MGR.).NEW LOT LIGHT SET ON NEW BASE.SEE SHEET C-6 FOR DETAILS.SANITARY SEWER CLEANOUT.SEE DETAIL ON SHEET C-3A.PROPOSED 23 x 48 IN. DIRECTIONAL SIGN ON EXISTING BASE(MCD-NG DIR. W/ARCH). SEE SITE PLAN SIGNAGE NOTES S5AND S6 FOR DETAILS.15NEW METER VAULT AND RELOCATED METERPER FREDERICK COUNTY REQUIREMENTS.SEE DETAIL ON SHEET C-3A.EXISTING CONDUIT (LOCATIONS NOT FIELD VERIFIED) WITH NEWWIRE FROM NEW LOT LIGHTS TO PANEL BOARD.SEE ELECTRICAL PLANS FOR DETAILS.6"∅ PVC PIPE AT 1% SLOPE MINIMUM TIEDTO PROPOSED DOWNSPOUTS.1500 GALLON GREASE TRAP. SEE PLUMBING PLANS FOR DETAILS.- TANK SECTIONS SHALL BE BOLTED TOGETHER.- WATER-TIGHT BOLT-DOWN FRAMES AND COVERS ARE REQUIRED.- ALL PENETRATIONS TO BE EQUIPPED WITH WATER-TIGHT BOOTS.- TANK, COMPONENTS, AND INSTALLATION SHALL BE TRAFFIC RATED.- CONTRACTOR SHALL COORDINATE INSTALLATIONS AND INSPECTIONSWITH BOTH FREDERICK COUNTY INSPECTIONS DEPT. ANDFREDERICK WATER DEPT.EXISTING CONDUIT (LOCATION NOT FIELD VERIFIED) WITH NEWWIRE FROM EXISTING DIRECTIONAL SIGNS LOCATION TO NEWPANEL BOARD. SEE ELECTRICAL PLANS FOR DETAILS.6"Ø STORM CLEANOUT.SEE DETAIL ON SHEET C-2A.EXISTING CONDUIT (LOCATION NOT FIELDVERIFIED) WITH NEW WIRE FROM EXISTINGROAD SIGN TO PANEL BOARD.SEE ELECTRIC PLANS FOR DETAILS.14UTILITY CONTACT INFORMATION13313459916BB1ADEF17171717611788A1STANDARD UTILITY NOTESPROPOSED CONTOUR LINEPROPOSED SPOT ELEVATIONPROPOSED STORMSTRUCTURESPROPOSED UTILITYSTRUCTURESPROPOSED WATER LINEPROPOSED GAS LINEWGPROPOSED ELECTRIC,TELEPHONE, CABLE LINEUE/T/CPROPOSED LOT LIGHTA1113GAS METER. CONFIRM LOCATION WITHGAS COMPANY.8A8AUTILITY KEYNOTESBA1SANITARY SERVICE:NEW 6”∅ SDR-35 SANITARY LATERAL (PRIVATE) AT 1% MINIMUM SLOPE, FROM PROPERTY LINE TO CLEANOUT AT SEWER/WATER OWNERSHIP LINE,AND 6"∅ SDR-26 SANITARY LATERAL (FREDERICK WATER) FROM SEWER WATER OWNERSHIP LINE TO EXISTING SANITARY MANHOLE AT1% MINIMUM SLOPE. SEE UTILITY EXTENSION PLAN (C-3A).A17171717171717338A8ASITE LOCATION MAPSCALE: 1=1,000'SITEELECTRIC SERVICE:USE EXISTING ELECTRIC SERVICE AND TRANSFORMER PAD.TELEPHONE SERVICE:USE EXISTING TELEPHONE SERVICE.CABLE SERVICE:USE EXISTING CABLE SERVICE.ASANITARY SERVICE:CONTRACTOR TO INSTALL 6”∅ SDR-35 SHC FROM BUILDING TO EXISTING SANITARY LATERAL EXTENSION AT 1.0% MINIMUM SLOPE,PER FREDERICK COUNTY REQUIREMENTS.C1GAS SERVICE:REROUTE GAS LINE TO NEW METER LOCATION. CONTRACTOR TO PROVIDE TRENCHING, BEDDING AND BACKFILL FOR NEW GAS LINE FROMEXISTING GAS SERVICE LINE TO NEW METER. CONFIRM GAS COMPANY REQUIREMENTS PRIOR TO ANY CONSTRUCTION ACTIVITIES.DEFUndergroundTelephone Line101099A7A7A7A66176AF1D1E17A666666A1776ELECTRIC SERVICE:NEW SECONDARY ELECTRIC SERVICE FROM EXISTING TRANSFORMERPAD TO SWITCH GEAR, PER POWER COMPANY REQUIREMENTS.D1TELEPHONE SERVICE:NEW CONDUIT WITH PULL ROPE TO MATCH EXISTING FROM EXISTINGUTILITY POLE TO PANEL BOARD, PER TELEPHONE COMPANY REQUIREMENTS.E1CABLE SERVICE:NEW CONDUIT WITH PULL ROPE TO MATCH EXISTING FROM EXISTINGUTILITY POLE TO PANEL BOARD, PER CABLE COMPANY REQUIREMENTS.F16ANEW CONDUIT AND WIRE TO LOT LIGHTS.SEE ELECTRICAL PLANS FOR DETAILS.7ANEW CONDUIT AND WIRE FOR NEW DIRECTIONAL SIGNS.SEE ELECTRICAL PLANS FOR DETAILS.8APROPOSED 23 x 48 IN. DIRECTIONAL SIGN(MCD-NG DIR. W/ARCH).SEE SITE PLAN SIGNAGE NOTES S5 AND S6FOR DETAILS.SEE SHEET SD-4 FOR BASE DETAIL.126C1151415WATER SERVICE:NEW WATER SERVICE LINE EXTENSION TO MATCH EXISTING PER WATER AUTHORITY REQUIREMENTS.B1SITE IDENTIFICATION RESTAURANT LOCATION DATE DRAWN DRAWN BY 0450247-06461 08/17/2023 BJC 1131 AYLOR ROAD FREDERICK COUNTY VIRGINA BYDESCRIPTIONDATEREV R ADDRESS OFFICE THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF McDONALD'S CORPORATION AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. TWO DEMOCRACY CENTER - 6903 ROCKLEDGE DR., SUITE 1100 - BETHESDA, MD 20817 BALTIMORE - WASHINGTON REGION Surveyors • Engineers • Site Planners 375 Northgate Drive Warrendale, PA 15086 Ph: (724) 934-2810 Fax: (724) 934-2811 mdmcadd@mdmllc.com www.mdmllc.com SURVEYORS & ENGINEERS, LLC BJCADDRESSED COUNTY REVIEW COMMENTS10/27/202301CCGAS SERVICE:EXISTING GAS SERVICE AND GAS SERVICE LINE TO REMAIN.GREASE TRAP/OIL SEPARATOR NOTES:1.TANK SECTIONS SHALL BE BOLTED TOGETHER2.WATERTIGHT BOLT DOWN FRAME AND COVERS AREA REQUIRED.3.PENETRATIONS SHALL HAVE BOOTS.4.TANK, COMPONENTS, AND INSTALLATION SHALL BE TRAFFIC RATED.5.CONTRACTOR SHALL COORDINATE INSTALLATION AND INSPECTIONSWITH BOTH FREDERICK COUNTY INSPECTIIONS DEPARTMENT ANDFREDERICK WATER.CONDUITPROPOSED SANITARYSTRUCTURESSAN750.00TCBC750.50750.00W GWSANSANSAN SANSANSANW WWWWUEUE UE UE 750 747748749 END PAINTMARKINGS1-STORYBRICK BUILDING"McDONALD'S" RESTAURANTF.F.E.=754.46'FOOTPRINT=4,540 SQ. FT.GRASSGRASSGRASSTRASHCORRALMcDONALD'S TOWER SIGNHEIGHT=35'TRANSFORMERGAS LINEMARKERASPHALTPARKING LOTASPHALTPARKING LOT757760757758759761756755754 755754753752750750751751750750 755751752753754756757S 9°25'01" W N 74°09'30" W 315.75'83.81'N 21°08'07" E204.12'OLD AYLOR ROAD(A.K.A. VA ROUTE 647, VARIABLE WIDTH)(PUBLIC ROAD-PAVED ASPHALT)VA DOT UTILITYEASEMENT755752753754TEMPORARY CONSTRUCTIONEASEMENT FOR SLOPESCONC. CURB & GUTTER755752753754756757751750755760749751752753754756757758759RIP RAPCONC. MEDIANYELLOW LINEWHITE LINEWHITE LINEDASHED WHITE LINEDASHED WHITE LINEDASHED WHITE LINEYELLOW LINEYELLOW LINEYELLOW LINEWHITE LINEDOUBLE YELLOW LINEDOUBLE YELLOW LINECONC. CURB & GUTTERCONC. CURB & GUTTERDASHED WHITE LINEDRIVETHRUDRIVETHRU GRASSGRASSNO PARKINGLOADING ZONE10' EASEMENT PER DEEDBOOK 555, PAGE 1GT753 SEE UTILITY EXTENSION PLAN (C-3A) FOR LOCATION OF NEW METER VAULT ANDRELOCATED METERUE/T/CDELIVERYDELIVERYMOBILEORDERMOBILEORDERMOBILEORDERMOBILEORDER751 758758759759SANSANSANSANEND PAINTMARKINGSEND PAINTMARKINGSVDOTMONUMENTFOUNDGRASSSANITARY SEWER MANHOLERIM=FINISHED GRADEINV.: 746.28 (IN-W)INV.: 746.08 (OUT-S)WPRIVATEFREDERICKWATER10'-0"7'-0"SEWER & WATER OWNERSHIPSITE IDENTIFICATION RESTAURANT LOCATION DATE DRAWN DRAWN BY 0450247-06461 08/17/2023 BJC 1131 AYLOR ROAD FREDERICK COUNTY VIRGINA BYDESCRIPTIONDATEREV R ADDRESS OFFICE THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF McDONALD'S CORPORATION AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. TWO DEMOCRACY CENTER - 6903 ROCKLEDGE DR., SUITE 1100 - BETHESDA, MD 20817 BALTIMORE - WASHINGTON REGION Surveyors • Engineers • Site Planners 375 Northgate Drive Warrendale, PA 15086 Ph: (724) 934-2810 Fax: (724) 934-2811 mdmcadd@mdmllc.com www.mdmllc.com SURVEYORS & ENGINEERS, LLC BJCADDRESSED COUNTY REVIEW COMMENTS10/27/2023011TRENCH AND BEDDING SCALE: NOT TO SCALE2GRAVITY SANITARY SEWER CLEANOUTSCALE: NOT TO SCALEUTILITY EXTENTION PLAN C-3A9A19AA1LEGEND OF KEYNOTESA1SANITARY SERVICE (PRIVATE):NEW 6”∅ SDR-35 SANITARY LATERAL FROM PROPERTY LINE TONEW CLEANOUT AT OWNERSHIP LINE @ 1.0% SLOPE MIN.PROVIDE 7'-0" MIN. DISTANCE BETWEEN EXISTING UTILITY POLEAND NEW SANITARY LATERAL.9SANITARY SEWER CLEANOUT. SEE DETAIL ON SHEET C-3A.1 inch = 20 ft.( IN FEET )GRAPHIC SCALE20010204080NOTE:ALL WORK SHALL BE PERFORMED BYCONTRACTOR, PER FREDERICKWATER INSPECTOR'S REQUIREMENTS.9ACONTRACTOR TO CORE-DRILL EXISTING SANITARY MANHOLEAT EXISTING 4"Ø LATERAL CONNECTION (NOT FIELD VERIFIED)AND INSTALL NEW 6"Ø SDR-26 SANITARY LATERALFROM NEW CLEANOUT AT OWNERSHIP LINE TO EXISTINGSANITARY MANHOLE, PER FREDERICK WATER REQUIREMENTS.RESHAPE EXISTING MANHOLE INVERT AS REQUIRED.NOTE:EXISTING CONDITIONS SHOWN HERE-IN TAKEN FROMPLANS PREPARED BY VDOT FOR NEW AYLOR ROADCONSTRUCTION CONTRACTOR TO FIELD VERIFYEXISTING CONDITIONS, PRIOR TO ANY CONSTRUCTIONACTIVITIES, AND ADVISE McDONALD'S AREACONSTRUCTION MANAGER OF ANY DISCREPANCIES.SITE LOCATION MAPSCALE: 1=1,000'SITE4FREDERICK WATER CONSTRUCTION NOTES1.FREDERICK WATER'S WATER AND SEWER STANDARD AND SPECIFICATIONS ARE AVAILABLE AT www.frederickwater.com.2.THE CONTRACTOR SHALL ADHERE TO FREDERICK WATER STANDARDS AND SPECIFICATIONS IN EFFECT AT THE TIME OF CONSTRUCTION.3.THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE FREDERICK WATER INSPECTOR PRIOR TO COMMENCING INSTALLATION OFANY WATER OR SEWER FACILITIES. CONTRACTOR SHALL ALSO ARRANGE FOR INSPECTION OF SAID FACILITIES BY FREDERICK WATER.OIL WATER SEPARATORS AND/OR GREASE TRAPS MAY BE REQUIRED BY FREDERICK COUNTY BUILDING INSPECTIONS.BOTH FREDERICK COUNTY BUILDING INSPECTIONS AND FREDERICK WATER WILL INSPECT THE INSTALLATION 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 CUT-IN TEE WITH ACCOMPANYING VALVES.6.EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH FREDERICK WATER'S INSPECTOR. 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'SRESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. BEFORE A PERMANENT METER 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 58" x 34" , 34" , 1" , 112" AND 2" WATER SERVICES.ii. ALL SEWER SERVICES.b.THE OWNER/DEVELOPER SHALL:i. COORDINATE (OR HAVE THE CONTRACTOR COORDINATE) THE LOCATION OF THE SERVICE LATERAL WITHFREDERICK WATER'S ENGINEERING 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, AS REQUIRED).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 RPS, AS REQUIRED). THE ASSEMBLY SHALL MEETASSE STANDARD NUMBER 1048 OR 1047. ANY PRIVATELY OWNED FIRE LINE, INTERIOR OR EXTERIOR, SHALL ALSO HAVE A FIRE SERVICE HP PROTECTUS IIIMETER. THIS ASSEMBLY SHALL BE INSTALLED IMMEDIATELY BEFORE THE 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 TO OPERATE AND A COPY OF THESTATION'S DEQ APPROVED O&M MANUAL. THESE DOCUMENTS MUST BE RECEIVED BEFORE SUBSTANTIAL COMPLETION IS ISSUED AND WATER METERSRELEASED.31-1/2" METER INSTALLATIONSCALE: NOT TO SCALE9A1BBB1212WATER SERVICE (PRIVATE):USE EXISTING WATER SERVICE CONNECTION. CONTRACTOR TOINSPECT EXISTING WATER SERVICE LINE AND CONFIRMLOCATION SIZE, DEPTH, ETC., OF EXISTING WATER LINE PRIORTO ANY CONSTRUCTION ACTIVITIES.NEW METER VAULT AND RELOCATED METER PLACED 10'-0" AWAYFROM EXISTING MAIN LINE PER FREDERICK COUNTY REQUIREMENTS.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF MATERIALSAND STRUCTURES TO THE CONSTRUCTION MANAGER FOR REVIEWAND APPROVAL PRIOR TO FABRICATION.SEE DETAIL ON SHEET C3-A.GREASE TRAP/OIL SEPARATOR NOTES:1.TANK SECTIONS SHALL BE BOLTED TOGETHER2.WATERTIGHT BOLT DOWN FRAME AND COVERS AREA REQUIRED.3.PENETRATIONS SHALL HAVE BOOTS.4.TANK, COMPONENTS, AND INSTALLATION SHALL BE TRAFFIC RATED.5.CONTRACTOR SHALL COORDINATE INSTALLATION AND INSPECTIONS WITHBOTH FREDERICK COUNTY INSPECTIIONS DEPARTMENT AND FREDERICK WATER.9 E & S LEGEND41CTOTAL PROPERTY AREA: 103,863 Sq.Ft. = 2.38 ACRESLIMITS OF DISTURBANCE: 13,734Sq.Ft. = 0.32 ACRESSILT FENCE W/WIRE SUPPORTSEE DETAIL ON SHEET C-4BWEIKERT-BERKS CHANNERY SILT LOAMS,8 TO 15 PERCENT SLOPESCONCRETE WASHOUT,SEE DETAIL ON SHEET C-4BPROPOSED CONTOUREXISTING CONTOURLIMIT OF DISTURBED AREASOIL BOUNDARYSPOIL STOCKPILEDRAINAGE PATTERN ARROW /OVERLAND RELIEF FLOW3BBLAIRTON SILT LOAM,2 TO 7 PERCENT SLOPES1CBERKS CHANNERY SILT LOAM,8 TO 15 PERCENT SLOPESSILT FENCE ON PAVEMENTSEE DETAIL ON SHEET C-4BLIMIT OF DISTURBED AREAFODS CONSTRUCTION ENTRANCESEE DETAIL ON SHEET C-4BGRAVEL & WIRE MESH DROP INLET PROTECTIONSEE DETAIL ON SHEET C-4BIPSILT FENCE DROP INLET PROTECTIONSEE DETAIL ON SHEET C-4BSF/IPGRAVEL CURB INLET SEDIMENT FILTERSEE DETAIL ON SHEET C-4BGCI/IPDISCHARGE POINTSANSANSANSANEND PAINTMARKINGS8" PVC STORM MANHOLERIM=745.88'INV.=741.75' (15" HDPE-N)INV.=741.68' (15" HDPE-S)SANITARY SEWER MANHOLERIM=FINISHED GRADEINV.: 746.28 (IN-W)INV.: 746.08 (OUT-S)MATCHLINE TO ABOVE G WSAN SAN SAN SANSANSANSANW WWWWUEU E U E U E 75 0 7 4 7748749 END PAINTMARKINGS1-STORYBRICK BUILDING"McDONALD'S" RESTAURANTF.F.E.=754.46'FOOTPRINT=4,540 SQ. FT.IRON PIPE FOUNDIRON PIPEFOUNDGRASSGRASSGRASSGRASSTRASHCORRALMcDONALD'S TOWER SIGNHEIGHT=35'TRANSFORMERASPHALTPARKING LOTPARKING LOTASPHALTPARKING LOTASPHALTPAVEMENTASPHALTPARKING LOT15" CMP18" CMP15" RCP15" RCP LOT 1LOT CONSOLIDATION OFMcDONALD'S CORPORATIONINSTRUMENT NO. 23003206103,863 SQ. FT.2.384 ACRESTAX PARCEL 85-A-149NOW OR FORMERLYFAIRFAX PIKE PROPERTY, LLCINSTRUMENT NO. 2015-3264TAX PARCEL 85-A-149C755 754 756 75776075775875976175675575 4 755754753752 7557517527537547517517507507 5 1 751750750755751752753754756757S 9°25'01" W N 74°09'30" W 315.75'83.81'N 21°08'07" E204.12'R=2819.71'L=145.61'CH.BRG.=N 22°36'56" ECH.DST.=145.60'N 31°00'25" EOLD AYLOR ROAD(A.K.A. VA ROUTE 647, VARIABLE WIDTH)(PUBLIC ROAD-PAVED ASPHALT)VA DOT UTILITYEASEMENTCULVERTINV.=748.77'R/W755752753754ZONING DISTRICT B-2(GENERAL BUSINESS)ZONING DISTRICT B-1(NEIGHBORHOOD BUSINESS)ZONING DISTRICT B-1(NEIGHBORHOOD BUSINESS)IRON PINW/CAP SETIRON PINW/CAP SETTEMPORARY CONSTRUCTIONEASEMENT FOR SLOPESREMAINING PARCEL AREA=2.384 ACRES 103,863 SQ. FT.15" HDPE 15" HDPECONC. CURB & GUTTERCONC. MEDIAN75575275375475675775 1 752753 750755760749751752753754756757758759USE:GAS STATION/CONVENIENCE STORECONC. MEDIANVDOT DI-1 INLETRIM=749.04'INV.=747.05' (15" CMP-NE)INV.=746.81' (18" CMP-SW)VDOT CURB DROP INLETRIM=749.75'INV.=744.85' (15" RCP-S)INV.=744.80' (15" RCP-W)INV.=744.86' (15" HDPE-S)VDOT CURB DROP INLETRIM=749.42'INV.=745.32' (15" HDPE-E)VDOT CURB DROP INLETRIM=747.39'INV.=744.64' (15" HDPE-S)STORM MANHOLERIM=745.88'INV.=741.75' (15" HDPE-N)INV.=741.68' (15" HDPE-S)NEWAYLOR ROAD(URBAN COLLECTOR - 40 MPH)(PUBLIC ROAD-PAVED ASPHALT)RIP RAPWHITE LINEWHITE LINEDASHED WHITE LINEDASHED WHITE LINEYELLOW LINEYELLOW LINEYELLOW LINEYELLOW LINEWHITE LINEDOUBLE YELLOW LINEDOUBLE YELLOW LINEDOUBLE YELLOW LINECONC. CURB & GUTTERDASHED WHITE LINEWHITE LINE35' BUILDING RESTRICTION LINEVDOTMONUMENTFOUNDDRIVE THRU DRIVE THRU PROPOSED LARGE VEHICLE PARKINGGRASSGRASSNO PARKINGLOADING ZONE10' EASEMENT PER DEEDBOOK 555, PAGE 1GTINLET NO.2TOP: 754.00INV.: 751.00 (12"Ø OUT)2'x2' PRECAST INLETSEE DETAIL ON SHEET C-2ACLEANOUT NO.1TOP: 754.71±INV.: 750.80 (12"Ø IN)INV.: 750.80 (12"Ø OUT)SEE DETAIL ON SHEET C2-ASLOPE TO MATCH SLOPE OFPAVEMENT18 LF OF 12"Ø HDPEPIPE @ 1.0% SLOPE MIN.142 LF OF 12"Ø HDPEPIPE @ 1.0% SLOPE MIN.TRANSITION STRUCTURETOP: 751.00INV.: 748.00 (12"Ø IN)INV.: 748.00 (12"Ø IN)INV.: 748.00 (12"Ø OUT)2'x2' PRECAST INLETSEE DETAIL ON SHEET C-2A36 LF OF 12"Ø HDPEPIPE @ 3.0% SLOPE MIN.INLET NO.1TOP: 753.75INV.: 750.75 (12"Ø OUT)2'x2' PRECAST INLETSEE DETAIL ON SHEET C-2A116 LF OF 12"Ø HDPEPIPE @ 2.4% SLOPE16 LF OF 12"Ø RCPPIPE @ 5.0% SLOPETIE TO EXISTING INLET@ INV: 747.15752751754755756756755755752753754R=1043.50'L=209.08'CH.BRG.=S 15°09'25" WCH.DST.=208.73'UE/T/C21 LF OF 12"Ø HDPEPIPE @ 1.0% SLOPE MIN.DELIVERYDELIVERYMOBIL E ORDE R MOBIL E ORDE RCLEANOUT NO.2TOP: 752.25INV.: 749.10 (12"Ø IN)INV.: 749.10 (12"Ø OUT)SEE DETAIL ON SHEET C-2AMOBIL E ORDE R MOBIL E ORDE R751 758758759759755754755756753INLET NO.3TOP: 754.57INV.: 750.55 (12"Ø IN)INV.: 750.55 (12"Ø OUT)2'x2' PRECAST INLETSEE DETAIL ON SHEET C-2A3B41C1CIPSF/IPGCI/IPIPIPSF/1PMATCHLINE TO BELOW MATCHLINE TO ABOVEASPHALTPARKING LOT267.34'S 67°38'12" EN 31°00'25" E17.10'IRON PINW/CAP SETIRON PINW/CAP SETIRON PINW/CAP SETIRON PINW/CAP SETREMAINING PARCEL AREA=2.384 ACRES 103,863 SQ. FT.15" HDPE755756752753754 754 CONC. MEDIAN15" HDPEDOUBLE YELLOW LINEDOUBLE YELLOW LINE35' BUILDING RESTRICTION LINE35' BUILDING RESTRICTION LINEPROPOSED LARGE VEHICLE PARKINGSITE IDENTIFICATION RESTAURANT LOCATION DATE DRAWN DRAWN BY 0450247-06461 08/17/2023 BJC 1131 AYLOR ROAD FREDERICK COUNTY VIRGINA BYDESCRIPTIONDATEREV R ADDRESS OFFICE THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF McDONALD'S CORPORATION AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. TWO DEMOCRACY CENTER - 6903 ROCKLEDGE DR., SUITE 1100 - BETHESDA, MD 20817 BALTIMORE - WASHINGTON REGION SITE LOCATION MAPSCALE: 1=1,000'SITESurveyors • Engineers • Site Planners 375 Northgate Drive Warrendale, PA 15086 Ph: (724) 934-2810 Fax: (724) 934-2811 mdmcadd@mdmllc.com www.mdmllc.com SURVEYORS & ENGINEERS, LLC BJCADDRESSED COUNTY REVIEW COMMENTS10/27/202301 C-4APPROXIMATE SITE LOCATION3BSOURCE OF MAP: NATURAL RESOURCESSERVICE WEB SOIL SURVEY URL:http://websoilsurvey.nrcs.usda.govFREDERICK COUNTY, VIRGINIASOURCE OF MAP:THE NATIONAL MAP US TOPOwww.nationalmap.govQUAD NAME: STEPHENS CITY QUADRANGLEWATERSHED: CROOKED RUN TO STEPHENS RUNUSGS MAPNOT TO SCALESOILS MAPNOT TO SCALE EROSION & SEDIMENT CONTROL PLAN1 inch = 20 ft.( IN FEET )GRAPHIC SCALE20010204080Design Serial No. A114101265Dig Serial No. A1141012481C41CLIMIT OFDISTURBANCESPOIL STOCKPILELIMIT OFDISTURBANCESILT FENCELIMIT OF DISTURBANCELIMIT OFDISTURBANCELIMIT OFDISTURBANCELIMIT OFDISTURBANCELIMIT OFDISTURBANCELIMIT OFDISTURBANCESILT FENCEDISCHARGEPOINT #2OWNER: McDONALD'S CORPORATIONRESPONSIBILITY PARTY: McDONALD'S CORPORATIONSTORMWATER MANAGEMENT/MAINTENANCEDISCHARGEPOINT #1SANITARY LINE EXTENSION - LIMITS OF DISTURBANCE1SCALE: 1" = 20'-0"C-4SILT FENCELIMIT OFDISTURBANCELIMIT OFDISTURBANCELIMIT OFDISTURBANCE EROSION AND SEDIMENTATION CONTROL NARRATIVEON-SITE SEDIMENT CONTROL PLAN MAINTENANCE SCHEDULEVEGETATIONONCE A WEEK AND AFTEREVERY RUNOFF EVENTSEDIMENT AT TOE OF SLOPECHECK FOR TOE OF SLOPE DIVERSION AND INSTALL IF NEEDED.RILLS AND GULLIES FORMINGBARE SOIL PATCHESFILL RILLS AND REGRADE GULLIED SLOPES.RESEED, FERTILIZE AND MULCH BARE AREAS.INLET PROTECTIONONCE A WEEK AND AFTEREVERY RUNOFF EVENTFODS CONSTRUCTIONENTRANCEDAILY AND AFTER EACHRUNOFF EVENTVOIDS BETWEEN PYRAMIDSBECOME FULL OF SEDIMENTAT THE END OF EACH CONSTRUCTION DAY, ALL SEDIMENT DEPOSITED ON PAVEDROADWAYS SHALL BE RETURNED TO THE CONSTRUCTION SITE.BRUSHING IS THE PREFERRED METHOD OF CLEANING, EITHER MANUALLY OR MECHANICALLY.CONTROL MEASUREINSPECTPROBLEMSPOSSIBLE REMEDIES (TO BE PERFORMED WITHIN 24 HOURS OR AS SOON AS SAFELY PRACTICAL.)SEDIMENT BUILD-UP REDUCINGFLOW CAPACITYREMOVE ACCUMULATED SEDIMENT WHEN LEVEL REACHES HALF (1/2) OR MORETHE HEIGHT OF THE BMP. REPLACE INLET PROTECTION.MISSING MATERIALREPAIR OR REPLACE PROTECTION MATERIALS AS NEEDED.DAILY AND AFTER EACH USEBAG IS HALF FULLREPLACE BAG.BAG IS CLOGGED OR FLOW ISREDUCED REPLACE BAG.COMPOST SOCKCONCRETE WASHOUTDAILY AND AFTER EACHUSEDAMAGED OR LEAKINGACCUMULATED MATERIALSARE > 75% CAPACITYDEACTIVATE WASHOUT AND REPAIR OR REPLACE IMMEDIATELY.REMOVE EXCESS ACCUMULATED MATERIALS WHEN 75% CAPACITY IS REACHED.REPLACE PLASTIC LINING WITH EACH CLEANING OF THE WASHOUT FACILITY.EROSION AND SEDIMENTATION CONTROLS MUST BE CONSTRUCTED, STABILIZED, AND FUNCTIONALBEFORE SITE DISTURBANCE WITHIN THE CONTRIBUTORY DRAINAGE AREAS OF THOSE CONTROLS.AFTER FINAL SITE STABILIZATION IS ACHIEVED, TEMPORARY EROSION AND SEDIMENTATIONCONTROLS MUST BE REMOVED. AREAS DISTURBED DURING REMOVAL OF THE CONTROLS MUST BEIMMEDIATELY STABILIZED. FINAL STABILIZATION IS DEFINED AS THE ACHIEVEMENT OF A UNIFORMVEGETATIVE COVER ON ALL CONTRIBUTORY DRAINAGE AREAS.ALL OFF-SITE WASTE DISPOSAL SITES MUST BE REVIEWED AND APPROVED BY THE PLAN APPROVINGAUTHORITY PRIOR TO RECEIVING ANY DEMOLITION, BUILDING, OR WASTE MATERIALS.ANY DISTURBED AREA ON WHICH ACTIVITY HAS CEASED AND WHICH WILL REMAIN EXPOSED FORMORE THAN 7 DAYS MUST BE TEMPORARILY STABILIZED. DISTURBED AREAS THAT ARE EITHER ATFINISHED GRADE OR WILL NOT BE DISTURBED WITHIN ONE YEAR MUST BE STABILIZED INACCORDANCE WITH PERMANENT SEEDING SPECIFICATIONS.FURTHER NOTESPERMANENT SEEDING SPECIFICATIONSPROJECT REGION: APPALACHIANGENERAL SEEDING SPECIFICATIONSTHE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH) SHOULD BE USED ASTHE STANDARD FOR SELECTING SEED SPECIES, MIXTURES, LIMING, FERTILIZING, SEEDINGPERIODS, AND SEEDING METHODS. LOCALIZED SEEDING RECOMMENDATIONS MAY ALSO BEAVAILABLE FROM COUNTY CONSERVATION DISTRICTS.A PERMANENTLY STABILIZED AREA IS A DISTURBED AREA WITH UNIFORM EROSION RESISTANTVEGETATIVE COVER OVER THE DISTURBED AREA. INTERIM STABILIZATION MEASURES, ANDTEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AND FACILITIES MUSTREMAIN FUNCTIONAL UNTIL PERMANENT STABILIZATION IS ACHIEVED.THE AFOREMENTIONED RECOMMENDATIONS WILL LIKELY INCREASE THE POSSIBILITY THATPERMANENT VEGETATION MAY BE ESTABLISHED. EXTENDING THE TIME REQUIRED TO ACHIEVEPERMANENT VEGETATION INCREASES MAINTENANCE COSTS ASSOCIATED WITH INTERIMSTABILIZATION AND TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES.FURTHERMORE, LENGTHY PERIODS REQUIRED TO PERMANENTLY STABILIZE DISTURBED AREASINCREASES THE LIKELIHOOD FOR EROSION-RELATED DAMAGE TO THE SEEDED AREAS,POSSIBLY RESULTING IN SEDIMENT RELEASES.CONSTRUCTION SEQUENCE OF SITE DEVELOPMENT.1.UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENTATIONCONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUMSTANDARDS AND SPECIFICATIONS AS PER THE VIRGINIA EROSION AND SEDIMENT CONTROLHANDBOOK (VESCH) AND VIRGINIA 4VAC50-30 EROSION AND SEDIMENT CONTROL REGULATIONS, MOSTRECENT EDITIONS.2.AT LEAST 3 DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, ALL CONTRACTORSINVOLVED IN THOSE ACTIVITIES SHALL NOTIFY MISS UTILITY OF VIRGINIA AT 1-800-552-7001 OR 811 FORBURIED UTILITIES LOCATION.3.THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED AT LEAST SEVEN (7) DAYS (ONE WEEK) PRIOR TOEACH OF THE FOLLOWING: THE PRECONSTRUCTION CONFERENCE, BEFORE COMMENCING ANY LANDDISTURBANCE ACTIVITIES, AND BEFORE THE FINAL INSPECTION.4.ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRSTSTEP IN CLEARING.5.IMPORTANT: IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THEPOTENTIAL FOR ACCELERATED EROSION AND/OR POLLUTION, THE OPERATOR SHALL IMPLEMENTAPPROPRIATE BMPS TO MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENT POLLUTION ANDNOTIFY THE PLAN APPROVING AUTHORITY (OR THEIR DESIGNATED INSPECTOR/PLAN APPROVINGAUTHORITY) AND/OR THE REGIONAL DEP OFFICE.6.BEFORE IMPLEMENTING ANY REVISIONS TO THE APPROVED SWPPP/ EROSION AND SEDIMENTATIONCONTROL PLAN OR REVISIONS TO OTHER PLANS THAT MAY AFFECT OR IMPACT THE EFFECTIVENESSOF THE APPROVED SWPPP/ E&S PLAN, THE OPERATOR MUST RECEIVE APPROVAL OF THE REVISIONSFROM THE PLAN APPROVING AUTHORITY (OR THEIR DESIGNATED INSPECTOR/PLAN APPROVINGAUTHORITY).7.PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESEPLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTORSHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW ANDAPPROVAL BY THE PLAN APPROVING AUTHORITY.8.A COPY OF THE APPROVED SWPPP/ EROSION AND SEDIMENTATION CONTROL PLANS AND NARRATIVESHALL BE MAINTAINED ON THE SITE AT ALL TIMES.9.THE OPERATOR SHALL REMOVE FROM THE SITE, RECYCLE OR DISPOSE OF ALL BUILDING MATERIALSAND CONSTRUCTION WASTES IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE GUIDELINESAND REGULATIONS. BUILDING MATERIALS AND CONSTRUCTION WASTE ARE DEFINED AS SOLID WASTERESULTING FROM THE CONSTRUCTION OR DEMOLITION OF BUILDINGS AND OTHER STRUCTURES ORASSOCIATED MATERIALS, INCLUDING, BUT NOT LIMITED TO WOOD, PLASTER, METALS, ASPHALTICSUBSTANCES, BRICKS, BLOCK, AND UNSEGREGATED CONCRETE. THE TERM DOES NOT INCLUDE THEFOLLOWING IF THEY ARE SEPARATE FROM OTHER WASTE AND ARE USED AS CLEAN FILL:a)UNCONTAMINATED SOIL, ROCK, STONE, GRAVEL, BRICK AND BLOCK, CONCRETE, AND USEDASPHALT.b)WASTE FROM LAND CLEARING, GRUBBING AND EXCAVATION INCLUDING TREES, BRUSH, STUMPS,AND VEGETATIVE MATERIAL.10)ALL PARTIES RESPONSIBLE FOR THE EXCAVATION OF SITE MATERIALS OR THE IMPORT OF FILLMATERIALS ARE RESPONSIBLE TO ENSURE THAT “ENVIRONMENTAL DUE DILIGENCE” IN THEDETERMINATION OF CLEAN FILL MATERIAL IS EITHER REMOVED FROM THE SITE OR USED AS FILLFOR THE SITE. ANY MATERIAL IDENTIFIED AS HAZARDOUS MUST BE DISPOSED IN ACCORDANCEWITH ALL APPLICABLE STATE AND FEDERAL GUIDELINES AND REGULATIONS.a)ENVIRONMENTAL DUE DILIGENCE - INVESTIGATIVE TECHNIQUES, INCLUDING, BUT NOT LIMITED TO,VISUAL PROPERTY INSPECTIONS, ELECTRONIC DATA BASE SEARCHES, REVIEW OF OWNERSHIP ANDUSE HISTORY OF PROPERTY, SANBORN MAPS, ENVIRONMENTAL QUESTIONNAIRES, TRANSACTIONSCREENS, ANALYTICAL TESTING, ENVIRONMENTAL ASSESSMENTS OR AUDITS.11)BEFORE DISPOSING OF SOIL OR RECEIVING BORROW FOR THE SITE, THE OPERATOR MUSTASSURE THAT EACH SPOIL OR BORROW AREA HAS AN EROSION AND SEDIMENTATION CONTROLPLAN APPROVED BY THE CITY OF HARRISONBURG, AND WHICH IS BEING IMPLEMENTED ANDMAINTAINED ACCORDING TO ALL APPLICABLE LOCAL AND STATE GUIDELINES AND REGULATIONS.THE OPERATOR SHALL ALSO NOTIFY THE CITY OF HARRISONBURG IN WRITING OF ALL RECEIVINGSPOIL AND BORROW AREAS WHEN THEY HAVE BEEN IDENTIFIED.12)IF A STONE CONSTRUCTION ENTRANCE BMP IS INCLUDED AS PART OF THE EROSION &SEDIMENTATION CONTROL PLAN, THE STONE CONSTRUCTION ENTRANCE WILL BE THE ONLYENTRANCE USED BY CONSTRUCTION VEHICLES. NO CONSTRUCTION VEHICLES SHALL BEPERMITTED TO ENTER AREAS OUTSIDE OF THE LIMIT OF DISTURBANCE BOUNDARIES AS SHOWNON THE E&S PLAN DRAWING. THE CONTRACTOR SHALL TAKE ALL APPROPRIATE ACTIONSNECESSARY TO PREVENT TRUCKS FROM DEPOSITING SEDIMENT ON THE PUBLIC STREETS.SEDIMENT TRACKED ONTO PUBLIC ROADWAYS OR SIDEWALKS SHALL BE RETURNED TO THECONSTRUCTION SITE BY THE END OF EACH WORK DAY AND DISPOSED OF IN THE MANNERDESCRIBED IN THIS PLAN. IN NO CASE SHALL THE SEDIMENT BE WASHED, SHOVELED, OR SWEPTINTO ANY ROADSIDE DITCH, STORM SEWER, OR SURFACE WATER.13)IF REQUIRED, CONCRETE WASH WATER SHALL BE DISPOSED OF AT DESIGNATED AREAS USING ANAPPROPRIATE WASHOUT BMP. IN NO CASE SHALL CONCRETE WASH WATER BE ALLOWED TOENTER ANY SURFACE WATERS OR GROUNDWATER SYSTEMS.14)REMOVE ALL DEMOLITION MATERIALS TO A SUITABLE DISPOSAL SITE IN A RESPONSIBLE MANNER.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL EXCESS MATERIAL OFF-SITETO AN APPROVED FACILITY (AS PER NOTE 11, AND SEE NOTE 9 FOR THE DEFINITION OF BUILDINGMATERIALS AND CONSTRUCTION WASTES).15)CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO BE WITHIN THE IDENTIFIEDDISTURBANCE LIMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALLEXCESS MATERIAL OFF-SITE TO AN APPROVED FACILITY (AS PER NOTE 11 AND SEE NOTE 9 FORTHE DEFINITION OF BUILDING MATERIALS AND CONSTRUCTION WASTES).16)IMPORTANT: STORMWATER RUNOFF IS NOT TO BE DIRECTED TO UNPROTECTED STORMWATERMANAGEMENT SYSTEMS, STORMWATER CONVEYANCE SYSTEMS, OR INFILTRATION BED AREASUNTIL THE SITE IS AT FINAL GRADE AND STABILIZED.17)ALL SOIL STOCKPILES MUST BE STABILIZED AND PROTECTED BY SEDIMENT TRAPPING MEASURES.STOCKPILE SIDE SLOPES MUST BE 2H:1V OR FLATTER.18)DURING UTILITY LINE CONSTRUCTION, EXCAVATE UTILITY LINE TRENCHES ONLY AS REQUIRED.LIMIT ADVANCE EXCAVATION TO A DISTANCE EQUAL TO TWO TIMES THE LENGTH OF PIPEINSTALLATION THAT CAN BE COMPLETED IN ONE DAY. LIMIT DAILY TRENCH EXCAVATION TO THELENGTH OF PIPE PLACEMENT, PLUG INSTALLATION AND BACKFILLING THAT CAN BE COMPLETEDTHE SAME DAY. TRENCH PLUGS, AS SHOWN ON THE DRAWINGS, ARE TO BE INSTALLED. WATER,WHICH ACCUMULATES IN THE OPEN TRENCH, WILL BE COMPLETELY REMOVED BY PUMPING INTOA FILTER BAG. ON THE DAY FOLLOWING PIPE PLACEMENT AND TRENCH BACKFILLING, THEDISTURBED AREA WILL BE GRADED TO FINAL GRADE, AND SEEDED AND MULCHED PER THEPERMANENT SEEDING SCHEDULE.19)SEED AND MULCH ALL DISTURBED AREAS IMMEDIATELY AFTER WORK CEASES, USING THESPECIFIED SEEDING REQUIREMENTS.20)DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERINGDEVICE. DURING FOUNDATION CONSTRUCTION, PUMP WATER ACCUMULATED IN OPEN TRENCHESINTO FILTER BAGS. REFER TO DETAIL ON DRAWINGS. WHEN THE FILTER BAG IS ½-FULL ITSHOULD BE REPLACED. ANY ACCUMULATED SEDIMENTATION WILL BE MIXED WITH SOIL ANDPROPERLY DISPOSED OF ON THE SITE IF POSSIBLE OR DISPOSED OF AT AN OFFSITE AREA. THECONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL EXCESS MATERIAL OFF-SITE TO ANAPPROVED FACILITY (AS PER NOTE 11).21)THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTEREACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TOMAINTAIN EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.22)IMPORTANT: A LOG SHOWING DATES THAT E&S BMPS WERE INSPECTED, AS WELL AS ANYDEFICIENCIES FOUND AND THE DATE THAT THEY WERE CORRECTED, SHALL BE MAINTAINED ONTHE SITE AND BE MADE AVAILABLE TO REGULATORY AGENCY OFFICIALS AT THE TIME OFINSPECTION. THE INSPECTIONS AND MAINTENANCE DATA SHALL BE LOGGED ONTO THECORRECTIVE ACTION LOG TO BE FOUND IN THE APPENDICES OF THE SWPPP/ EROSION ANDSEDIMENTATION CONTROL PLAN NARRATIVE.23)THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL EROSION ANDSEDIMENTATION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATIONAS DETERMINED BY THE PLAN APPROVING AUTHORITY (OR THEIR DESIGNATED INSPECTOR/PLANAPPROVING AUTHORITY).24)ALL SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN ACCORDANCE WITH NOTE 11.25)E&S BMPS SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS THAT ARE TRIBUTARY TO THEMARE PERMANENTLY STABILIZED OR UNTIL THEY ARE REPLACED BY ANOTHER BMP APPROVED BYTHE PLAN APPROVING AUTHORITY OR THEIR DESIGNATED REPRESENTATIVE.A PERMANENT VEGETATIVE COVER SHALL BE APPLIED TO AREAS THAT WILL BE LEFT DORMANT FOR APERIOD OF MORE THAN 1 YEAR.SELECTION OF PLANT MATERIALS: THE FOLLOWING TABLES MAY BE USED TO DETERMINE PLANTINGSEED MIX ALONG WITH THE SUGGESTED APPLICATION RATES.*PERENNIAL RYEGRASS WILL GERMINATE FASTER AND AT LOWER SOIL TEMPERATURESTHAT FESCUE, THEREBY PROVIDING COVER AND EROSION RESISTANCE FOR SEEDBED.**USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: MARCH, APRIL THROUGH MAY 15TH ................................ ANNUAL RYE MAY 16TH THROUGH AUGUST 15TH ................................ FOXTAIL MILLET AUGUST 16TH THROUGH OCTOBER ................................. ANNUAL RYE NOVEMBER THROUGH FEBRUARY .................................... WINTER RYE***FLATPEA IS USED, INCREASE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE PROPERLYINOCULATED. WEEPING LOVEGRASS MAY ALSO BE INCLUDED IN ANY SLOPE ORLOW-MAINTENANCE MIXTURE DURING WARMER SEEDING PERIODS; 10-20 LBS./ACRE INMIXES.FOR ADDITIONAL SELECTION OF PLANT MATERIALS SEE PERMANENT SEEDING, VESCH STD. & SPEC.3.32.LIMING: SHALL BE APPLIED AS 2 TONS/ACRE OF PULVERIZED AGRICULTURAL GRADE LIMESTONE (90LBS./1,000 SQ. FT.).FERTILIZER:MIXED GRASSES AND LEGUMES: 1000 LBS./ACRE 10-20-10 OR EQUIVALENT NUTRIENTS (23 LBS./1000 FT.2).LEGUME STANDS ONLY: 1000 LBS./ACRE 5-20-10 (23 LBS./ 1000 FT.2) IS PREFERRED; HOWEVER, 1000 LBS./ACRE OF 10-20-10 OR EQUIVALENT MAY BE USED.GRASS STANDS ONLY: 1000 LBS./ACRE 10-20-10 OR EQUIVALENT NUTRIENTS, (23 LBS./1000 FT.2).SOIL PREPARATION: THE SOIL SURFACE SHALL BE LOOSENED BY DISCING, RAKING, HARROWING, OROTHER ACCEPTABLE MEANS (SEE SURFACE ROUGHENING, VESCH STD. & SPEC. 3.29)MULCH: ALL PERMANENT SEEDING MUST BE MULCHED IMMEDIATELY UPON COMPLETION OF SEEDAPPLICATION. (REFER TO MULCHING, VESCH STD. & SPEC. 3.35.)SEEDING: CERTIFIED SEED WILL BE USED FOR ALL PERMANENT SEEDING. SEED SHALL BE UNIFORMLYAPPLIED WITH A BROADCAST SEEDER, DRILL, CULTIPACKER SEEDER, OR HYDROSEEDER. FORADDITIONAL SEEDING REQUIREMENTS SEE PERMANENT SEEDING, VESCH STD. & SPEC. 3.32. SEEDINGDEPTH SHALL BE 14 TO 12 INCH.SEEDING MIX SPECIFICATIONS-COMMERCIAL OR RESIDENTIAL -KENTUCKY 31 OR TURF-TYPE TALL FESCUE -KENTUCKY BLUEGRASSTOTAL LBS. PER ACRE125 LBS.TABLE 3.32-C APPALACHIAN/MOUNTAIN AREA -IMPROVED PERENNIAL RYEGRASS200-250 LBS. 0-10% 90-100% 0-10% -KENTUCKY 31 FESCUE -RED TOP GRASS -SEASONAL NURSE CROP*128 LBS. 2 LBS. 20 LBS.150 LBS. -KENTUCKY 31 FESCUE -RED TOP GRASS -SEASONAL NURSE CROP* -CROWNVETCH**108 LBS. 2 LBS. 20 LBS.150 LBS. 20 LBS.PUMPED WATER FILTERBAGCONSTRUCTION SEQUENCE OF SITE DEVELOPMENTONCE A WEEK AND AFTEREVERY RUNOFF EVENTUNDERCUTTING FENCE FENCECOLLAPSINGENTRENCH WIRE MESH AND FENCE TO PROPER DEPTH. BACKFILL AND COMPACT.TORN FABRICRUNOFF ESCAPING AROUNDBARRIERSEDIMENT LEVEL BUILDUPCHECK FENCE POST SIZE AND SPACING, GAUGE OF WIRE MESH, AND FABRIC STRENGTH. CHECK DRAINAGEAREA, SLOPE LENGTH, AND GRADIENT BEHIND BARRIER. CORRECT ANY SUBSTANDARD CONDITION.REPLACE WITH CONTINUOUS PIECE OF FABRIC FROM POST TO POST. SECURELYANCHOR WITH PROPER STAPLES. EXTEND FENCE.REMOVE SEDIMENT WHEN LEVEL REACHES HALF (1/2) OR MORE THE HEIGHT OF THE FENCE/BARRIER.SILT FENCEA TEMPORARY VEGETATIVE COVER SHALL BE APPLIED TO AREAS THAT WILL NOT BE BROUGHTTO FINAL GRADE FOR A PERIOD OF MORE THAN 14 DAYS.THE SEED MIXTURE MUST BEAR A GUARANTEED ANALYSIS STATEMENT. THE MIXTURE MUST BECOMPOSED OF:LIMING: THE FOLLOWING TABLE MAY BE USED TO DETERMINE THE ACTUAL NEED ALONG WITHTHE SUGGESTED APPLICATION RATES:FERTILIZER: SHALL BE APPLIED AS 600 LBS./ACRE OF 10-20-10 (14 LBS./1,000 SQ. FT.) OREQUIVALENT NUTRIENTS. LIME AND FERTILIZER SHALL BE INCORPORATED INTO THE TOP 2TO 4 INCHES OF THE SOIL IF POSSIBLE.SOIL PREPARATION: THE SOIL SURFACE SHALL BE LOOSENED BY DISCING, RAKING,HARROWING, OR OTHER ACCEPTABLE MEANS (SEE SURFACE ROUGHENING, VESCH STD. &SPEC. 3.29).MULCH: SEEDINGS MADE IN FALL FOR WINTER COVER AND DURING HOT AND DRY SUMMERMONTHS SHALL BE MULCHED ACCORDING TO MULCHING, VESCH STD. & SPEC. 3.35. STRAWMULCH SHOULD BE USED DURING THESE PERIODS.TEMPORARY SEEDINGS MADE UNDER FAVORABLE SOIL AND SITE CONDITIONS DURINGOPTIMUM SPRING AND FALL SEEDING DATES MAY NOT REQUIRE MULCH.SEEDING: SEED ALL DISTURBED AREAS WITH THE TEMPORARY SEED MIXTURE UNLESSOTHERWISE NOTED ON PLANS AND DRAWINGS. START TEMPORARY SEEDING WITHIN24-HOURS AFTER COMPLETING WORK WITHIN AN AREA. SEED SHALL BE EVENLY APPLIEDWITH A BROADCAST SEEDER, DRILL, CULTIPACKER SEEDER, OR HYDROSEEDER. SMALLGRAINS SHALL BE PLANTED NO MORE THAN 1 12 INCHES DEEP. SMALL SEEDS, SUCH ASKENTUCKY BLUEGRASS, SHOULD BE PLANTED NO MORE THAN 14 INCH DEEP. OTHER GRASSESAND LEGUMES SHOULD BE PLANTED FROM 14 TO 12 INCH DEEP.50/50 MIX OF ANNUAL RYEGRASS(LOLIUM MULTI-FLORUM)&CEREAL (WINTER) RYE(SECALE CEREALE)SPECIESRATES(LBS./ACRE)50-100ANNUAL RYE GRASS(LOLIUM MULTI-FLORUM)60-100GERMAN MILLET(SETARIA ITALICA)503 TONS PER ACRERECOMMENDED APPLICATION OFAGRICULTURAL LIMESTONE2 TONS PER ACRE1 TON PER ACREpHTESTBELOW 4.24.2 TO 5.25.2 TO 6PLANTING DATESSEPT. 1 - FEB. 15FEB. 16 - APRIL 30MAY 1 - AUGUST 31TEMPORARY SEEDING SPECIFICATIONSMAINTENANCE OF TEMPORARY CONTROLSMAINTAIN TEMPORARY CONTROL MEASURES THROUGHOUT THE PROJECT PERIOD AS OUTLINED IN THE "MAINTENANCE SCHEDULE" SHOWN ON THE EROSION ANDSEDIMENTATION CONTROL PLANS AND NARRATIVE.IT SHALL BE THE RESPONSIBILITY OF THE PERMITTEE TO PERFORM INSPECTIONS OF ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENTATION CONTROL MEASURESTO ENSURE THAT THEY ARE WORKING PROPERLY. THESE INSPECTIONS MUST BE CONDUCTED WEEKLY, AND DURING OR IMMEDIATELY AFTER EVERY RUNOFF EVENT. THEINSPECTION WILL INCLUDE, BUT NOT BE LIMITED TO:1) INSPECT ALL CONTROLS AND REPAIR OR REPLACE AS NEEDED.2) INSPECT ALL SLOPES FOR SIGNS OF EROSION AND/OR SEDIMENTATION, AND REPAIR AS NEEDED.AN ADEQUATE SUPPLY OF ADDITIONAL EROSION/SEDIMENTATION CONTROL MATERIALS (E.G., STRAW BALES, EROSION NETTING, PLASTIC COVERING, WIRE MESH, SAND ANDBURLAP, SANDBAGS, ROCKS AND GRAVEL) MUST BE STOCKPILED ON-SITE. THESE SUPPLIES MUST BE USED FOR EMERGENCY REPAIRS TO/OR REPAIRS OF EXISTING SOILEROSION AND SEDIMENTATION CONTROLS.MAINTENANCE OF PERMANENT CONTROLSTHE OWNER/DEVELOPER WILL MAINTAIN PERMANENT CONTROL FACILITIES.CLEANING FREQUENCY AND ULTIMATE DISPOSAL OF WASTECLEANING FREQUENCIES ARE SPECIFIED WITHIN THE MAINTENANCE SCHEDULE. SILT AND SEDIMENT REMOVED FROM ALL CONTROL MEASURES SHOULD BE MIXED WITH SOILDURING EARTHWORK AND PROPERLY DISPOSED OF ON-SITE. ANY SECTION OF BARRIER THAT IS TOPPED OR UNDERMINED MUST BE IMMEDIATELY REPLACED WITH A ROCKFILTER OUTLET. SEDIMENT MUST BE REMOVED FROM INLET PROTECTION AFTER EACH RUNOFF EVENT.MAINTENANCE PROGRAMGENERAL EROSION AND SEDIMENT CONTROL NOTESES-1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENTCONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUMSTANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROLHANDBOOK AND VIRGINIA REGULATIONS.ES-2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THEPRE-CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LANDDISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THEFIRST STEP IN CLEARING.ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ONTHE SITE AT ALL TIMES.ES-5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ONTHESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THECONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FORREVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.ES-6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROLMEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THEPLAN APPROVING AUTHORITY.ES-7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALLTIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINALSTABILIZATION IS ACHIEVED.ES-8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERINGDEVICE.ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTEREACH RUNOFF-PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TOMAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADEIMMEDIATELY.THE OVERALL SITE-WORK GENERALLY CONSISTS OF EARTHMOVING ACTIVITIES FOR AN APPROXIMATELY0.32 +/- ACRES OF DISTURBED AREA TO PERFORM THE PROPOSED GRADING AND CONSTRUCTION FOR THEPROJECT. THE PROJECT IS PROPOSED TO BE DONE IN TWO PHASES. IT IS PROPOSED TO APPROXIMATELYPROCEED WITH THE PROJECT IN THE FOLLOWING SEQUENCE:1)AT LEAST 3 DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, ALL CONTRACTORSINVOLVED IN THOSE ACTIVITIES SHALL NOTIFY THE MISS UTILITY OF VIRGINIA AT 1-800-552-7001 FORBURIED UTILITIES LOCATION.2)AT LEAST SEVEN (7) DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, THE OPERATORSHALL INVITE ALL CONTRACTORS INVOLVED IN THOSE ACTIVITIES, THE LANDOWNER, ALLAPPROPRIATE MUNICIPAL OFFICIALS, AND A REPRESENTATIVE OF THE LOCAL CONSERVATION DISTRICTAND/OR PLAN APPROVING AUTHORITY (IF DIFFERENT) TO SCHEDULE AN ON-SITE PRE-CONSTRUCTIONMEETING.3)STAKE OUT THE LIMIT OF DISTURBANCE FOR THE ACTIVE PORTION OF THE PROJECT.4)INSTALL SILT FENCE PERIMETER PROTECTION AS SHOWN ON E&S PLAN.5)PLACE INLET PROTECTION ON ALL EXISTING STORM INLETS AS SHOWN ON E&S PLAN.6)CLEAR AREA FOR FODS TRACKOUT CONSTRUCTION ENTRANCE INSTALL AT LOCATION AS SHOWN ONTHE PLAN.7)DEMOLISH ALL EXISTING SITE IMPROVEMENTS NOT TO REMAIN. STOCKPILE SPOILS MATERIAL AT SPOILSTOCKPILE LOCATION IDENTIFIED ON THE EROSION & SEDIMENTATION CONTROL PLAN. PLACEPERIMETER PROTECTION ON DOWNSLOPE SIDE OF SOIL STOCKPILE IMMEDIATELY AFTER STOCKPILINGMATERIAL. PROVIDE ANY ADDITIONAL EROSION AND SEDIMENTATION CONTROL AS NEEDED.8)PROCEED WITH GRADING AND CLEARING OPERATIONS.9)CONSTRUCT STORMWATER COLLECTING AND CONVEYANCE SYSTEMS (I.E., INLETS AND PIPES). LIMITDAILY TRENCH EXCAVATION TO THE LENGTH OF PIPE PLACEMENT AND BACKFILLING THAT CAN BECOMPLETED THE SAME DAY (WEATHER PERMITTING). NOTE THAT ALL STORM LINES MUST BEINSTALLED FROM DOWNSTREAM TO UPSTREAM.10)PLACE INLET PROTECTION ON ALL INSTALLED ONSITE INLETS WITHIN THE WORK LIMITS.11)BUILDING CONSTRUCTION/REMODELING MAY COMMENCE AFTER AREAS REACH FINAL GRADEELEVATION.12)UTILITIES SERVICING THE SITE THAT ARE WITHIN THE DEVELOPMENT AREA CAN BE CONSTRUCTEDWITHIN THE LOCATION THEY ARE TO BE INSTALLED.13)BRING THE SITE TO FINAL GRADE AND PAVE PARKING AREAS AND ACCESS DRIVES. ALL REMAININGAREAS SHALL RECEIVE PERMANENT SEEDING AND ALL SEEDED AREAS ARE TO BE MULCHED.14)ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYSAFTER FINAL STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESSOTHERWISE AUTHORIZED BY THE LOCAL CONSERVATION DISTRICT AND/OR PLAN APPROVINGAUTHORITY. NO EROSION OR SEDIMENT CONTROLS CAN BE REMOVED OR RELOCATED WITHOUT THEPRIOR APPROVAL FROM THE PLAN APPROVING AUTHORITY.SITE IDENTIFICATION RESTAURANT LOCATION DATE DRAWN DRAWN BY 0450247-06461 08/17/2023 BJC 1131 AYLOR ROAD FREDERICK COUNTY VIRGINA BYDESCRIPTIONDATEREV R ADDRESS OFFICE THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF McDONALD'S CORPORATION AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. TWO DEMOCRACY CENTER - 6903 ROCKLEDGE DR., SUITE 1100 - BETHESDA, MD 20817 BALTIMORE - WASHINGTON REGION Surveyors • Engineers • Site Planners 375 Northgate Drive Warrendale, PA 15086 Ph: (724) 934-2810 Fax: (724) 934-2811 mdmcadd@mdmllc.com www.mdmllc.com SURVEYORS & ENGINEERS, LLC BJCADDRESSED COUNTY REVIEW COMMENTS10/27/202301 C-4AEROSION & SEDIMENT CONTROL NOTESMULCHESRATES:NOTES:PER 1,000 SQ. FT.STRAW OR HAYPER ACRE1-1/2 - 2 TONS 70-90 LBSFREE FROM WEEDS AND COARSE MATTER. MUST BE ANCHORED. SPREAD WITH MULCH BLOWER OR BY HAND.ORGANIC MULCH MATERIALS AND APPLICATION RATES -TABLE 3.35-A(MINIMUM 2 TONS FORWINTER COVER)FIBER MULCHCORN STALKSWOOD CHIPSBARK CHIPS OR SHREDDED BARKMINIMUM1500 LBS4 - 6 TONS 4 - 6 TONS 50 - 70 CU. YDS35 LBS185-275 LBS185-275 LBS1-2 CU. YDSDO NOT USE AS MULCH FOR WINTER COVER OR DURING HOT, DRY PERIODS. * APPLY AS SLURRY.CUT OR SHREDDED IN 4-6" LENGTHS. AIR-DRIED. DO NOT USE IN FINE TURF AREAS.SPREAD WITH MULCH BLOWER OR BY HAND.FREE OF COARSE MATTER. AIR-DRIED. TREAT WITH 12 LBS NITROGEN PER TON.DO NOT USE IN FINE TURF AREAS. APPLY WITH MULCH BLOWER, CHIP HANDLER,OR BY HAND.FREE OF COARSE MATTER. AIR-DRIED. TREAT WITH 12 LBS NITROGEN PER TON. DO NOT USE IN FINE TURF AREAS.APPLY WITH MULCH BLOWER, CHIP HANDLER, OR BY HAND.* WHEN FIBER MULCH IS THE ONLY AVAILABLE MULCH DURING PERIODS WHEN STRAW SHOULD BE USED, APPLY AT A MINIMUM RATE OF 2000 LBS/AC. OR 45 LBS/1000 SQ. FT.SOURCE: Va. DSWC1992 3.35MINIMUM CARE LAWN:HIGH MAINTENANCE LAWN:GENERAL SLOPE (3:1 OR LESS):LOW MAINTENANCE SLOPE (STEEPER THAN 3:1): MINIMUM OF THREE (3) UP TO FIVE (5) VARIETIES OF BLUEGRASS FROM APPROVE LIST FOR USE IN VIRGINIA.PROJECT DESCRIPTIONTHIS PROJECT PROPOSES TO RENOVATE THE EXISTING MCDONALD'S RESTAURANT LOCATED AT 1131AYLOR ROAD. THE TOTAL AREA FOR THE PARCEL IS APPROXIMATELY 2.38 +/- ACRES LOCATED INSTEPHEN'S CITY, FREDERICK COUNTY, VIRGINIA. THE PROPOSED PROJECT CONSTRUCTION OPERATIONSWILL HAVE AN ESTIMATED LIMIT OF DISTURBANCE (LOD) OF APPROXIMATELY 0.32 +/- ACRES.ONSITE STORMWATER RUNOFF FROM THE RESTAURANT AREAS WILL GENERALLY SHEET FLOW ACROSSPAVED PARKING AREAS INTO ONE OF FOUR (4) PROPOSED STORM INLETS, OR VIA BUILDING ROOF DRAINS,AND WILL EVENTUALLY BE CONVEYED TO OR DISCHARGE INTO THE EXISTING STORMWATER CONVEYANCESYSTEMS ALONG OLD AYLOR ROAD (ROUTE 647). ALL OF THE STORMWATER LEAVING THE PROJECT SITEAREA IS EVENTUALLY COLLECTED BY EXISTING STORMWATER CONVEYANCE SYSTEMS ALONG NEW AYLORROAD OR THE EXISTING STORMWATER CONVEYANCE SWALE WEST OF OLD AYLOR ROAD, WITH THELATTER COLLECTING THE MAJORITY OF THE RUNOFF.EXISTING CONDITIONSTHE SITE CONTAINS AN EXISTING MCDONALDS RESTAURANT BUILDING, PAVEMENT AREAS, CONCRETECURB AND GUTTER, SIDEWALK, AUXILIARY PARKING AREA, ACCESS DRIVES, WITH THE REMAINDER OF THELOT AREA COVERED BY GRASS GROUND COVER AND LANDSCAPING.THE MAJORITY OF THE EXISTING SITE STORMWATER SHEET FLOWS OFFSITE TO THE WEST AND ISCOLLECTED BY THE STORM SYSTEMS ALONG OLD AYLOR ROAD. THE REMAINDER OF THE EXAMINEDONSITE AREAS SHEET FLOW OFFSITE TO THE EAST ONTO NEW AYLOR ROAD AND IS EVENTUALLYCOLLECTED BY THE EXISTING STORM SYSTEM ALONG THE ROADWAY.ADJACENT PROPERTIESTHE SITE AREA IS BOUNDED ON THE EAST BY THE NEW AYLOR ROAD FOLLOWED BY RESIDENTIAL HOUSES;BOUNDED ON THE SOUTH BY A SHELL GAS STATION; BOUNDED ON THE WEST BY ROUTE 647 FOLLOWED BYROUTE 81; AND BOUNDED ON THE NORTH BY A CREMATION SERVICE FACILITY.OFF-SITE AREASNO OFF-SITE GRADING IS PROPOSED. A NEW SIDEWALK WILL BE INSTALLED ALONG THE WESTERN SIDE OFNEW AYLOR ROAD WITHIN THE VDOT ROW AS PART OF THE PROPOSED PROJECT.SOILS INFORMATIONPER THE USDA MAPPING FOR THE PROJECT AREA, THE SITE APPEARS TO CONTAIN THE FOLLOWING SOILTYPES: 1C - BERKS CHANNERY SILT LOAM, 8 TO 15 PERCENT SLOPES, 3B - BLAIRTON SILT LOAM, 2 TO 7PERCENT SLOPES, AND 41C - WEIKERT-BERKS CHANNERY SILT LOAMS, 8 TO 15 PERCENT SLOPES. SOILTYPE 1C HAS A HYDROLOGIC SOIL GROUP (HSG) RATING OF B, SOIL TYPE 3B HAS A HSG RATING OF C/D,AND SOIL TYPE 41C HAS AN HSG RATING OF D.MAP 1C -- BERKS CHANNERY SILT LOAM, 8 TO 15 PERCENT SLOPESCOMPONENT: BERKS (85%)THE BERKS COMPONENT MAKES UP 85 PERCENT OF THE MAP UNIT. SLOPES ARE 8 TO 15 PERCENT. THISCOMPONENT IS ON RIDGES ON HILLS, MOUNTAIN SLOPES ON MOUNTAINS. THE PARENT MATERIALCONSISTS OF RESIDUUM WEATHERED FROM SHALE AND SILTSTONE AND/OR FINE GRAINED SANDSTONE.DEPTH TO A ROOT RESTRICTIVE LAYER, BEDROCK, LITHIC, IS 20 TO 40 INCHES. THE NATURAL DRAINAGECLASS IS WELL DRAINED. WATER MOVEMENT IN THE MOST RESTRICTIVE LAYER IS MODERATELY LOW.AVAILABLE WATER TO A DEPTH OF 60 INCHES (OR RESTRICTED DEPTH) IS VERY LOW. SHRINK-SWELLPOTENTIAL IS LOW. THIS SOIL IS NOT FLOODED. IT IS NOT PONDED. THERE IS NO ZONE OF WATERSATURATION WITHIN A DEPTH OF 72 INCHES. ORGANIC MATTER CONTENT IN THE SURFACE HORIZON ISABOUT 3 PERCENT. NONIRRIGATED LAND CAPABILITY CLASSIFICATION IS 3E. THIS SOIL DOES NOT MEETHYDRIC CRITERIA.COMPONENT: BRINKERTON (5%)GENERATED BRIEF SOIL DESCRIPTIONS ARE CREATED FOR MAJOR SOIL COMPONENTS. THE BRINKERTONSOIL IS A MINOR COMPONENT.MAP UNIT: 3B -- BLAIRTON SILT LOAM, 2 TO 7 PERCENT SLOPESCOMPONENT: BLAIRTON (75%)THE BLAIRTON COMPONENT MAKES UP 75 PERCENT OF THE MAP UNIT. SLOPES ARE 2 TO 7 PERCENT. THISCOMPONENT IS ON HILLS ON UPLANDS. THE PARENT MATERIAL CONSISTS OF RESIDUUM DERIVED FROMACID SHALE. DEPTH TO A ROOT RESTRICTIVE LAYER, BEDROCK, PARALITHIC, IS 20 TO 40 INCHES. THENATURAL DRAINAGE CLASS IS MODERATELY WELL DRAINED. WATER MOVEMENT IN THE MOST RESTRICTIVELAYER IS LOW. AVAILABLE WATER TO A DEPTH OF 60 INCHES (OR RESTRICTED DEPTH) IS LOW.SHRINK-SWELL POTENTIAL IS LOW. THIS SOIL IS NOT FLOODED. IT IS NOT PONDED. A SEASONAL ZONE OFWATER SATURATION IS AT 15 INCHES DURING JANUARY, FEBRUARY, MARCH, NOVEMBER, DECEMBER.ORGANIC MATTER CONTENT IN THE SURFACE HORIZON IS ABOUT 1 PERCENT. NONIRRIGATED LANDCAPABILITY CLASSIFICATION IS 3W. THIS SOIL DOES NOT MEET HYDRIC CRITERIA.MAP 41C -- WEIKERT-BERKS CHANNERY SILT LOAMS, 8 TO 15 PERCENT SLOPESCOMPONENT: WEIKERT (50%)THE WEIKERT COMPONENT MAKES UP 50 PERCENT OF THE MAP UNIT. SLOPES ARE 8 TO 15 PERCENT. THISCOMPONENT IS ON RIDGES ON HILLS. THE PARENT MATERIAL CONSISTS OF GRAY AND BROWN ACIDRESIDUUM WEATHERED FROM SHALE AND SILTSTONE AND/OR FINE GRAINED SANDSTONE. DEPTH TO AROOT RESTRICTIVE LAYER, BEDROCK, LITHIC, IS 10 TO 20 INCHES. THE NATURAL DRAINAGE CLASS IS WELLDRAINED. WATER MOVEMENT IN THE MOST RESTRICTIVE LAYER IS MODERATELY LOW. AVAILABLE WATERTO A DEPTH OF 60 INCHES (OR RESTRICTED DEPTH) IS VERY LOW. SHRINK-SWELL POTENTIAL IS LOW. THISSOIL IS NOT FLOODED. IT IS NOT PONDED. THERE IS NO ZONE OF WATER SATURATION WITHIN A DEPTH OF72 INCHES. ORGANIC MATTER CONTENT IN THE SURFACE HORIZON IS ABOUT 3 PERCENT. NONIRRIGATEDLAND CAPABILITY CLASSIFICATION IS 4E. THIS SOIL DOES NOT MEET HYDRIC CRITERIACOMPONENT: BERKS (40%)THE BERKS COMPONENT MAKES UP 40 PERCENT OF THE MAP UNIT. SLOPES ARE 8 TO 15 PERCENT. THISCOMPONENT IS ON RIDGES ON HILLS. THE PARENT MATERIAL CONSISTS OF RESIDUUM WEATHERED FROMSHALE AND SILTSTONE AND/OR FINE GRAINED SANDSTONE. DEPTH TO A ROOT RESTRICTIVE LAYER,BEDROCK, LITHIC, IS 20 TO 40 INCHES. THE NATURAL DRAINAGE CLASS IS WELL DRAINED. WATERMOVEMENT IN THE MOST RESTRICTIVE LAYER IS MODERATELY LOW. AVAILABLE WATER TO A DEPTH OF 60INCHES (OR RESTRICTED DEPTH) IS VERY LOW. SHRINK-SWELL POTENTIAL IS LOW. THIS SOIL IS NOTFLOODED. IT IS NOT PONDED. THERE IS NO ZONE OF WATER SATURATION WITHIN A DEPTH OF 72 INCHES.ORGANIC MATTER CONTENT IN THE SURFACE HORIZON IS ABOUT 3 PERCENT. NONIRRIGATED LANDCAPABILITY CLASSIFICATION IS 3E. THIS SOIL DOES NOT MEET HYDRIC CRITERIA.COMPONENT: BRINKERTON (2%)GENERATED BRIEF SOIL DESCRIPTIONS ARE CREATED FOR MAJOR SOIL COMPONENTS. THE BRINKERTONSOIL IS A MINOR COMPONENT.CRITICAL EROSION AREASNO CRITICAL EROSION AREAS HAVE BEEN IDENTIFIED WITHIN THE PROPOSED PROJECT AREA.GEOLOGY & SOIL MAPPINGTHE FOLLOWING INFORMATION IS TAKEN FROM THE GEOTECHINICAL ENGINEERING EXPLORATION ANDANALYSIS INVESTIGATION AND REPORT AS PERFORMED BY GILES ENGINEERING ASSOCIATES, INC.(AUGUST 25, 2021).THE SITE IS WITHIN THE APPALACHIAN PLATEAUS AND VALLEY AND RIDGE PROVINCE. A REVIEW OF THE“1993 GEOLOGIC MAP OF VIRGINIA” (DIGITAL REPRESENTATION) PREPARED BY THE VIRGINIA DIVISION OFMINERAL RESOURCES INDICATES THAT THE SITE IS UNDERLAIN BY THE MARTINSBURG AND ORANDAFORMATION; GENERALLY CONSISTING OF BLACK SHALE AND LIMESTONE; SANDSTONE AND SHALE; ANDSANDSTONE. THE LOCAL GEOLOGY IS KNOWN TO CONTAIN KARST CONDITION, WHICH CAN RESULT ISSURFACE DEPRESSIONS AND THE DEVELOPMENT OF CAVITIES/SINKHOLES. NONE OF THE TEST BORINGSPERFORMED AS PART OF THE GEOTECHNICAL SITE INVESTIGATION ENCOUNTERED OR IDENTIFIED ANYMATERIALS KARST MATERIALS OR CONDITIONS. THE NATIVE SOILS GENERALLY CONSISTED OF LEAN CLAYAND CLAYEY SAND WITH VARIABLE GRAVEL CONTENT. WEATHERED BEDROCK WAS ENCOUNTERED BELOWTHE NATIVE SOILS. THE WEATHERED ROCK MATERIALS WERE GENERALLY VISUALLY CLASSIFIED TO BECLAYEY GRAVEL, CLAYEY SAND, AND SILTY GRAVEL. THE WEATHERED BEDROCK MATERIAL EXHIBITED AVERY DENSE RELATIVE DENSITY.EROSION AND SEDIMENTATION CONTROL MEASURES:THE PLANS CALL FOR THE INSTALLATION OF A FILTER-FABRIC/SILT FENCE, FODS TRACKOUTCONSTRUCTION ENTRANCE, AND INLET PROTECTION. UNLESS OTHERWISE INDICATED, ALL EROSION ANDSEDIMENTATION CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THEMINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENTATION CONTROLHANDBOOK (VESCH). THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESSOTHERWISE WAIVED OR APPROVED BY THE INSPECTING AGENCY.MANAGEMENT SEQUENCING AND STRATEGIES:1.THE PERIMETER CONTROLS (FILTER FABRIC FENCE/SILT FENCE) AND THE FODS CONSTRUCTIONENTRANCE WILL BE CONSTRUCTED AND INSTALLED PRIOR TO ANY SIGNIFICANT EARTHDISTURBANCE ACTIVITIES (EXCLUDING THE DISTURBANCES NECESSARY TO IMPLEMENT THESEBMPS).2.SITE DEMOLITION SHALL BE IN ACCORDANCE WITH THE INFORMATION AND DETAILS ASPRESENTED ON THE DEMOLITION PLAN DRAWING.3.CONSTRUCTION WILL GENERALLY FOLLOW THE SEQUENCES AS DETAILED IN THE PHASING OFSITE DEVELOPMENT ON THE EROSION AND SEDIMENTATION DETAILS DRAWING, SO THATGRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE.4.SEDIMENT TRAPPING MEASURES WILL BE INSTALLED AS A FIRST STEP IN GRADING, AND SEEDEDAND MULCHED IMMEDIATELY FOLLOWING INSTALLATION.5.TEMPORARY SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING.6.AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS, FENCING,ETC.7.THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCEOF ALL EROSION AND SEDIMENT CONTROL PRACTICES.8.AFTER ACHIEVING ADEQUATE STABILIZATION, THE PERIMETER PROTECTION AND INLETPROTECTION WILL BE REMOVED AND CLEANED UP. THE COUNTY INSPECTOR SHOULD BENOTIFIED OF ANY SILT CONTROL REMOVAL.APPLICABLE VESCP MINIMUM STANDARDS PER 9VAC25-840-40MS-1.SOIL STABILIZATION: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TODENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE.TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THATMAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS.PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORETHAN ONE (1) YEAR.MS-2.SOIL STOCKPILE STABILIZATION: DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES ANDBORROW AREAS MUST BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THEAPPLICANT IS RESPONSIBLE FOR TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALLON-SITE SOIL STOCKPILES AND BORROW AREAS, AND SOIL INTENTIONALLY TRANSPORTED FROM THEPROJECT SITE.MS-3.PERMANENT STABILIZATION: PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ONDENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BECONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TOSURVIVE, AND WILL INHIBIT EROSION.MS-4.SEDIMENT BASINS & TRAPS: SEDIMENT BASINS, SEDIMENT TRAPS, PERIMETER DIKES, SEDIMENTBARRIERS, AND OTHER PERIMETER EROSION & SEDIMENT CONTROL MEASURES INTENDED TO TRAPSEDIMENT MUST BE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BEMADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.MS-5.STABILIZATION OF EARTHEN STRUCTURES: STABILIZATION MEASURES SHALL BE APPLIED TOEARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION.MS-6.SEDIMENT TRAPS & SEDIMENT BASINS: SEDIMENT TRAPS AND BASINS SHALL BE DESIGNED ANDCONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN ASFOLLOWS:a)THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OFDRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES.b)SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREASGREATER THAN OR EQUAL TO THREE (3) ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THEMINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OFDRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURALINTEGRITY OF THE BASIN DURING A 25-YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTSUSED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSECONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED.MS-7. CUT AND FILL SLOPES DESIGN & CONSTRUCTION: CUT AND FILL SLOPES MUST BE DESIGNED ANDCONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODINGEXCESSIVELY WITHIN ONE (1) YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONALSLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED.MS-8. CONCENTRATED RUNOFF DOWN SLOPES: CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUTOR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL,FLUME, OR SLOPE DRAIN STRUCTURE.MS-9. SLOPE MAINTENANCE: WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OROTHER PROTECTION MUST BE PROVIDED.MS-10. STORM SEWER INLET PROTECTION: ALL STORM SEWER INLETS MADE OPERABLE DURINGCONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THESTORMWATER CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TOREMOVE SEDIMENT.MS-11. STORMWATER CONVEYANCE PROTECTION: BEFORE NEWLY CONSTRUCTED STORM WATERCONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANYREQUIRED TEMPORARY OR PERMANENT CHANNEL LINING MUST BE INSTALLED IN BOTH THE CONVEYANCECHANNEL AND THE RECEIVING CHANNEL.MS-12. WORK IN LIVE WATERCOURSE: WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED,PRECAUTIONS MUST BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT, ANDSTABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NON-ERODIBLEMATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILLMAY BE USED FOR THESE STRUCTURES IF ARMORED BY NON-ERODIBLE COVER MATERIALS.MS-13. CROSSING LIVE WATERCOURSE: WHEN A LIVE WATERCOURSE MUST BE CROSSED BYCONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX MONTH PERIOD, A TEMPORARY VEHICULARSTREAM CROSSING CONSTRUCTED OF NON-ERODIBLE MATERIAL MUST BE PROVIDED.MS-14. REGULATION OF WATERCOURSE CROSSING: ALL APPLICABLE FEDERAL, STATE, AND LOCALREQUIREMENTS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES MUST BE MET.MS-15. STABILIZATION OF WATERCOURSE: THE BED AND BANKS OF A WATERCOURSE SHALL BESTABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED.MS-16. UNDERGROUND UTILITY LINE INSTALLATION: UNDERGROUND UTILITY LINES SHALL BE INSTALLEDIN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITIONS 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 ANAPPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANOR THAT DOES NOTADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY.d)MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TOMINIMIZE EROSION AND PROMOTE STABILIZATION.e)RE-STABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS(9VAC25-840-40).f)APPLICABLE SAFETY REQUIREMENTS SHALL BE COMPLIED WITH.MS-17. VEHICULAR SEDIMENT TRACKING: WHERE CONSTRUCTION VEHICLES ACCESS ROUTES INTERSECTPAVED 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 PAVEDOR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACHDAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTEDTO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENTIS REMOVED IN THIS MANNER. THIS PROVISION APPLIES TO INDIVIDUAL DEVELOPMENT LOTS AS WELL ASTO LARGER LAND-DISTURBING ACTIVITIES.MS-18. REMOVAL OF TEMPORARY MEASURES: ALL TEMPORARY EROSION AND SEDIMENT CONTROLMEASURES SHALL BE REMOVED WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION OR AFTER THETEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE VESCPAUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OFTEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION ANDSEDIMENTATION.MS-19. STORMWATER MANAGEMENT: PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENTSITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION, AND DAMAGE DUE TO INCREASES INVOLUME, VELOCITY, AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCYSTORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA.STREAM RESTORATION AND RELOCATION PROJECTS THAT INCORPORATE NATURAL CHANNEL DESIGNCONCEPTS ARE NOT MAN-MADE CHANNELS AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY ANDVELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS:a)CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGEDDIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE, OR STORMSEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM,DOWNSTREAM STABILITY ANALYSIS AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BEPERFORMED.b)ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANOR:1.THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OFANALYSIS WITHIN THE CHANNEL IS 100 TIMES GREATER THAN THE CONTRIBUTING DRAINAGEAREA OF THE PROJECT IN QUESTION; OR2.a) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO-YEAR STORM TO VERIFYTHAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF CHANNELBED OR BANKS.b) ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A10-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS AND BY THE USE OF A TWO-YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS; ANDc) PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A 10-YEAR STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR SYSTEM.c)IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELSOR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL:1.IMPROVE THE CHANNELS TO A CONDITION WHERE A 10-YEAR STORM WILL NOT OVERTOP THEBANKS AND A TWO-YEAR STORM WILL NOT CAUSE EROSION TO THE CHANNEL, THE BED, OR THEBANKS;2.IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE 10-YEAR STORM IS CONTAINEDWITHIN THE APPURTENANCES;3.DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATEFROM A TWO-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNELOR WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATE FROM A 10-YEAR STORM TOINCREASE WHEN RUNOFF OUTFALLS INTO A MAN-MADE CHANNEL; OR4.PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHERMEASURES WHICH IS SATISFACTORY TO THE VESCP AUTHORITY TO PREVENT DOWNSTREAMEROSION.d)THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS.e)ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICSAND THE ULTIMATE DEVELOPMENT CONDITION OF THE SUBJECT PROJECT.f)IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION, HE SHALLOBTAIN APPROVAL FROM THE VESCP OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES.THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSONRESPONSIBLE FOR PERFORMING THE MAINTENANCE.g)OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, ANDENERGY DISSIPATORS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES ASNECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVINGCHANNEL.h)ALL ON-SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE.i)INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ONADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE ORPIPE SYSTEM, OR TO A DETENTION FACILITY.j)IN APPLYING THESE STORMWATER MANAGEMENT CRITERIA, INDIVIDUAL LOTS OR PARCELS IN ARESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BESEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BECONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT REFLECTTHE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS.k)ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN AMANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OFRIVERS, STREAMS AND OTHER WATERS OF THE STATE.l)ANY PLAN APPROVED PRIOR TO JULY 1, 2014, THAT PROVIDES FOR STORMWATER MANAGEMENTTHAT ADDRESSES ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL ORMAN-MADE CHANNELS SHALL SATISFY THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTSFOR NATURAL OR MAN-MADE CHANNELS IF THE PRACTICES ARE DESIGNED TO (I) DETAIN THEWATER QUALITY VOLUME AND TO RELEASE IT OVER 48 HOURS; (II) DETAIN AND RELEASE OVER A24-HOUR PERIOD THE EXPECTED RAINFALL RESULTING 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-HOURSTORMS TO A LEVEL THAT IS LESS THAN OR EQUAL TO THE PEAK FLOW RATE FROM THE SITEASSUMING 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 VOLUMEFROM THE SITE WHEN IT WAS IN A GOOD FORESTED CONDITION DIVIDED BY THE RUNOFF VOLUMEFROM THE SITE IN ITS PROPOSED CONDITION, AND SHALL BE EXEMPT FROM ANY FLOW RATECAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS AS DEFINED INANY REGULATIONS PROMULGATED PURSUANT TO §62.1-44.15.15:54 OR 62.1-44.15:65 OF THE ACT.m)FOR PLANS APPROVED ON OR AFTER JULY 1, 2014, THE FLOW RATE CAPACITY AND VELOCITYREQUIREMENTS OF §62.1-44.15.15:52 A OF THE ACT AND THIS SUBSECTION SHALL BE SATISFIED BYCOMPLIANCE WITH WATER QUANTITY REQUIREMENTS IN THE STORMWATER MANAGEMENT ACT(§62.1-44.15.15:24 ET SEQ. OF THE CODE OF VIRGINIA) AND ATTENDANT REGULATIONS, UNLESS SUCHLAND-DISTURBING ACTIVITIES (I) ARE IN ACCORDANCE WITH PROVISIONS FOR TIME LIMIT ONAPPLICABILITY OF APPROVED DESIGN CRITERIA IN 9VAC25-870-47 OR GRANDFATHERING IN9VAC25-870-48 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) REGULATION, INWHICH CASE THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS OF §62.1-44.15.15:52 A OFTHE ACT SHALL APPLY, OR (II) ARE EXEMPT PURSUANT TO §62.1-44.15.15:34 C 7 OF THE ACT.n)COMPLIANCE WITH THE WATER QUANTITY MINIMUM STANDARDS SET OUT IN 9VAC25-870-66 OF THEVIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) REGULATION SHALL BE DEEMED TOSATISFY THE REQUIREMENTS OF THIS SUBDIVISION 19.VEGETATIVE PRACTICES:1. TEMPORARY SEEDING - VESCH 3.31ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR EXTENDED PERIODS OF TIME SHALL BESEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING.SELECTION OF THE SEED MIXTURE WILL DEPEND ON THE TIME OF YEAR IT IS APPLIED.2. PERMANENT SEEDING - VESCH 3.32ALL DENUDED AREAS WHICH WILL NOT BE BROUGHT TO FINAL GRADE FOR A YEAR OR MORE SHALLHAVE PERMANENT, LONG-LIVED VEGETATIVE COVER SEEDED IN ORDER TO STABILIZE THE SOIL ORROUGH-GRADED AREAS. SELECTION OF PLANT MATERIAL IS BASED ON CLIMATE, LAND USE, ANDPLANTING SEASON. REFER TO THE VESCH TO DETERMINE WHICH PLANT MATERIALS ARE BESTADAPTABLE TO THE SITE.PERMANENT STABILIZATION:ALL AREAS DISTURBED BY CONSTRUCTION OPERATIONS AND NEWLY GRADED AREAS SHALL BE SEEDEDAS SOON AS POSSIBLE AND FOR AREAS CONTAINING SLOPES EQUAL TO OR STEEPER THAN 3:1 SHALL BESEEDED USING A LOW MAINTENANCE SLOPE SEED MIX. IF SEEDING CANNOT BE ACCOMPLISHED DURINGSCHEDULED TIME, PROTECT DISTURBED AREAS WITH MULCH OR JUTE MESH. ALL DISTURBED AREASCONTAINING SLOPES EQUAL TO OR STEEPER 3:1 SHALL HAVE EROSION CONTROL BLANKETS INSTALLED.RECOMMENDED SEEDING TIME SHALL BE IN SPRING BETWEEN FEBRUARY 1 AND APRIL 30 OR IN FALLBETWEEN SEPTEMBER 1 AND OCTOBER 15.1.TEMPORARY SEEDING SHALL BE IN ACCORDANCE WITH PER VESCH 3.31.2.SELECTION OF PLANT MATERIAL IS BASED ON CLIMATE, TOPOGRAPHY (I.E., SLOPE), SOILS, LANDUSE AND PLANTING SEASON. TO DETERMINE WHICH PLANT MATERIALS ARE BEST ADAPTED TO ASPECIFIC SITE, USE TABLES 3.32A AND 3.32B OF THE VESCH, WHICH DESCRIBE PLANTCHARACTERISTICS AND LIST RECOMMENDED VARIETIES. ALL PERMANENT SEEDING SHALL BEPLACED PER THE VESCH 3.32.CONSTRUCTION SEQUENCE NOTES26)ALL DISTURBED AREAS MUST DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALLTIMES DURING LAND DISTURBANCE ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINALSTABILIZATION HAS BEEN ACHIEVED.27)UPON COMPLETION OF ANY EARTH DISTURBANCE ACTIVITY OR ANY STAGE OR PHASE OF ANACTIVITY, THE SITE SHALL BE IMMEDIATELY SEEDED, MULCHED OR OTHERWISE PROTECTEDFROM ACCELERATED EROSION AND SEDIMENTATION. EROSION AND SEDIMENTATIONCONTROL BMPS SHALL BE IMPLEMENTED AND MAINTAINED UNTIL PERMANENT STABILIZATIONHAS BEEN ACHIEVED AND VERIFIED BY THE PLAN APPROVING AUTHORITY (OR THEIRDESIGNATED INSPECTOR/PLAN APPROVING AUTHORITY) (OR THEIR DESIGNATEDINSPECTOR/PLAN APPROVING AUTHORITY). FOR AN EARTH DISTURBANCE ACTIVITY OR ANYSTAGE OF AN ACTIVITY TO BE CONSIDERED PERMANENTLY STABILIZED, THE DISTURBEDAREAS SHALL BE COVERED BY ONE OF THE FOLLOWING:a)A MINIMUM UNIFORM VEGETATIVE COVER OF EROSION RESISTANT PERENNIAL SPECIES HASBEEN ACHIEVED.b)AN ACCEPTABLE BMP THAT PERMANENTLY MINIMIZES ACCELERATED EROSION ANDSEDIMENTATION.c)OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESISTACCELERATED EROSION.THE PLAN APPROVING AUTHORITY (OR THEIR DESIGNATED INSPECTOR/PLAN APPROVINGAUTHORITY) (OR THEIR DESIGNATED INSPECTOR) MUST VERIFY ACHIEVEMENT OF THESEPERMANENT STABILIZATION CRITERIA. IN ADDITION, PRIOR TO REMOVAL OF ANY EROSIONCONTROLS, THE PLAN APPROVING AUTHORITY (OR THEIR DESIGNATED INSPECTOR/PLANAPPROVING AUTHORITY) MUST APPROVE SUCH REMOVAL.28)ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN30 DAYS AFTER FINAL STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGERNEEDED, UNLESS OTHERWISE AUTHORIZED BY THE PLAN APPROVING AUTHORITY (OR THEIRDESIGNATED INSPECTOR/PLAN APPROVING AUTHORITY).29)IMPORTANT: FAILURE TO CORRECTLY INSTALL E&S BMPS, FAILURE TO PREVENTSEDIMENT-LADEN RUNOFF FROM LEAVING THE CONSTRUCTION SITE, OR FAILURE TO TAKEIMMEDIATE CORRECTIVE ACTION TO RESOLVE FAILURE OF E&S BMPS MAY RESULT INADMINISTRATIVE, CIVIL, AND/OR CRIMINAL PENALTIES INSTITUTED BY THE VIRGINIADEPARTMENT OF CONSERVATION AND RECREATION, THE VIRGINIA DEPARTMENT OFENVIRONMENTAL QUALITY, OR VESCP AUTHORITY AS DEFINED IN SECTION §10.1-569 OF THEVIRGINIA EROSION AND SEDIMENT CONTROL LAW, REGULATIONS AND CERTIFICATIONREGULATIONS (VESCL&R), TITLE 10.1, CHAPTER 5, ARTICLE 4 OF THE CODE OF VIRGINIA, MOSTRECENT EDITION.CONSTRUCTION SEQUENCE NOTESSEDIMENT DEPOSITED INPAVED ROADWAYS NOT TO SCALECOMPOST SOCK CONCRETE WASHOUTNOTES:1.A SUITABLE IMPERVIOUS GEOMEMBRANESHALL BE PLACED AT THE LOCATION OF THEWASHOUT PRIOR TO INSTALLING THE SOCKS.2.INSTALL ON FLAT GRADE FOR OPTIMUMPERFORMANCE.3.18"∅ FILTER SOCK MAY BE STACKED ONTODOUBLE 24"∅ SOCKS IN PYRAMIDALCONFIGURATION FOR ADDED HEIGHT.4.NO WASH WATER FROM VEHICLES ISALLOWED TO ENTER ANY SURFACE WATER.5.WASHOUT SHOULD NOT BE PLACED WITHIN50 FT. OF STORM DRAINS, OPEN DITCHES,OR SURFACE WATERS.SECTION A-A12" MIN.PLANAA24"∅ COMPOST FILTER SOCK. 4'MIN. OVERLAP ON UPSLOPESIDE OF FILTER RINGDIRECT CONCRETE WASHOUTWATER INTO FILTER RING24"∅ COMPOSTFILTER SOCKMAXIMUM DEPTH OF CONCRETEWASHOUT WATER IS 50% OFFILTER RING HEIGHT2"x2"x36" WOOD STAKESPLACED 5' O.C.2"x2"x36" WOOD STAKESPLACED 5' O.C.9NOT TO SCALEPUMPED WATER FILTER BAGWELL VEGETATED, GRASSY AREAFILTER BAG*FILTER BAG*PLAN VIEWWELL VEGETATED, GRASSY AREAELEVATION VIEWLOW VOLUME FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN WITH HIGHSTRENGTH, DOUBLE STITCHED “J” TYPE SEAMS. THEY SHALL BE CAPABLE OF TRAPPING PARTICLES LARGERTHAN 150 MICRONS. HIGH VOLUME FILTER BAGS SHALL BE MADE FROM WOVEN GEOTEXTILES THAT MEETTHE FOLLOWING STANDARDS:A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL PURPOSES SHALLBE PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME ½ FULL OF SEDIMENT. SPARE BAGSSHALL BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE FAILED OR ARE FILLED. BAGS SHALLBE PLACED ON STRAPS TO FACILITATE REMOVAL UNLESS BAGS COME WITH LIFTING STRAPS ALREADYATTACHED.BAGS SHALL BE LOCATED IN WELL-VEGETATED (GRASSY) AREA, AND DISCHARGE ONTO STABLE, EROSIONRESISTANT AREAS. WHERE THIS IS NOT POSSIBLE, A GEOTEXTILE UNDERLAYMENT AND FLOW PATH SHALLBE PROVIDED. BAGS MAY BE PLACED ON FILTER STONE TO INCREASE DISCHARGE CAPACITY. BAGS SHALLNOT BE PLACED ON SLOPES GREATER THAN 5%. FOR SLOPES EXCEEDING 5%, CLEAN ROCK OR OTHERNON-ERODIBLE AND NON-POLLUTING MATERIAL MAY BE PLACED UNDER THE BAG TO REDUCE SLOPESTEEPNESS.NO DOWNSLOPE SEDIMENT BARRIER IS REQUIRED FOR MOST INSTALLATIONS. COMPOST BERM ORCOMPOST FILTER SOCK SHALL BE INSTALLED BELOW BAGS LOCATED IN HQ OR EV WATERSHEDS, WITHIN50 FEET OF ANY RECEIVING SURFACE WATER OR WHERE GRASSY AREA IS NOT AVAILABLE.THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE BAGS IN THE MANNER SPECIFIED BY THEMANUFACTURER AND SECURELY CLAMPED. A PIECE OF PVC PIPE IS RECOMMENDED FOR THIS PURPOSE.THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR ½ THE MAXIMUM SPECIFIED BY THEMANUFACTURER, WHICHEVER IS LESS. PUMP INTAKES SHALL BE FLOATING AND SCREENED.FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEM IS DETECTED, PUMPING SHALL CEASEIMMEDIATELY AND NOT RESUME UNTIL THE PROBLEM IS CORRECTED.DISCHARGE HOSECLAMPSHEAVY DUTY LIFTING STRAPS(RECOMMENDED)CLAMPSDISCHARGE HOSEINTAKE HOSEPUMPPUMPINTAKE HOSEAVG. WIDE WIDTH STRENGTHPROPERTYGRAB TENSILEPUNCTUREMULLEN BURSTUV RESISTANCEAOS % RETAINEDTEST METHODASTM D4884ASTM D4632ASTM D4833ASTM D3786ASTM D4355ASTM D4751MINIMUM STANDARD60 LB/IN205 LB110 LB350 PSI70%80 SIEVE5NOT TO SCALETRENCH PLUGELEVATIONSECTION VIEW24" M IN .SLOPEPIPELINETRENCH SLOPE (%)MAXIMUM SPACING AND MATERIALS FOR TRENCH PLUGSSPACINGL(FT)PLUG MATERIAL< 55 - 1515 - 2525 - 3535 - 100> 1001,00050030020010050 * CLAY, BENTONITE, OR CONCRETE FILLED SACKS * CLAY, BENTONITE, OR CONCRETE FILLED SACKS * CLAY, BENTONITE, OR CONCRETE FILLED SACKS * CLAY, BENTONITE, OR CONCRETE FILLED SACKS * CLAY, BENTONITE, OR CONCRETE FILLED SACKS CEMENT FILLED BAGS (WETTED) OR MORTARED STONE*TOPSOIL MAY NOT BE USED TO FILL SACKSIMPERVIOUS TRENCH PLUGS ARE REQUIRED FOR ALL STREAM, RIVER, WETLAND, OR OTHERWATER BODY CROSSINGS.TRENCH BOTTOMPIPEBEDDINGPIPE INVERTSTANDARDCOMPACTEDBACKFILLSTACKED CLAY,BENTONITE, ORCONCRETE-FILLEDSACKSTRENCH PLUGSTRENCH PLUG SPACING (L)℄℄FULL TRENCH DEPTH8 NOT TO SCALEGRAVEL & WIRE MESH DROP INLET PROTECTION2NOT TO SCALESILT FENCE DROP INLET PROTECTION3NOT TO SCALESILT FENCE W/WIRE SUPPORT1SITE IDENTIFICATION RESTAURANT LOCATION DATE DRAWN DRAWN BY 0450247-06461 08/17/2023 BJC 1131 AYLOR ROAD FREDERICK COUNTY VIRGINA BYDESCRIPTIONDATEREV R ADDRESS OFFICE THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF McDONALD'S CORPORATION AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. TWO DEMOCRACY CENTER - 6903 ROCKLEDGE DR., SUITE 1100 - BETHESDA, MD 20817 BALTIMORE - WASHINGTON REGION Surveyors • Engineers • Site Planners 375 Northgate Drive Warrendale, PA 15086 Ph: (724) 934-2810 Fax: (724) 934-2811 mdmcadd@mdmllc.com www.mdmllc.com SURVEYORS & ENGINEERS, LLC BJCADDRESSED COUNTY REVIEW COMMENTS10/27/202301JOINING ADJACENT SECTIONSOF GEOTEXTILESECTION A-AISOMETRIC VIEWFLOW12" MAX.BETWEENNAILS4'AACONSTRUCTION SPECIFICATIONS1.USE NOMINAL 2 INCH X 4 INCH LUMBER.2.USE WOVEN SLIT FILM GEOTEXTILE, AS SPECIFIED IN SECTION H-1 MATERIALS.3.PROVIDE MANUFACTURER CERTIFICATION TO THE AUTHORIZED REPRESENTATIVE OF THE INSPECTION/ENFORCEMENT AUTHORITY SHOWINGTHAT THE GEOTEXTILE USED MEETS THE REQUIREMENTS IN SECTION H-1 MATERIALS.4.SPACE UPRIGHT SUPPORTS NO MORE THAN 10 FEET APART.5.PROVIDE A TWO FOOT OPENING BETWEEN EVERY SET OF SUPPORTS AND PLACE STONE IN THE OPENING OVER GEOTEXTILE.6.KEEP SILT FENCE TAUT AND SECURELY STAPLE TO THE UPSLOPE SIDE OF UPRIGHT SUPPORTS. EXTEND GEOTEXTILE UNDER 2x4.7.WHERE TWO SECTIONS OF GEOTEXTILE ADJOIN: OVERLAP, FOLD, AND STAPLE TO POST IN ACCORDANCE WITH THIS DETAIL. ATTACH LATHE.8.PROVIDE A MASTIC SEAL BETWEEN PAVEMENT, GEOTEXTILE, AND 2x4 TO PREVENT SEDIMENT-LADEN WATER FROM ESCAPING BENEATH SILTFENCE INSTALLATION.9.SECURE BOARDS TO PAVEMENT WITH 40D 5 INCH MINIMUM LENGTH NAILS.10.REMOVE ACCUMULATED SEDIMENT AND DEBRIS WHEN BULGES DEVELOP IN SILT FENCE OR WHEN SEDIMENT REACHES 25% OF FENCE HEIGHT.REPLACE GEOTEXTILE IF TORN. MAINTAIN WATER TIGHT SEAL ALONG BOTTOM. REPLACE STONE IF DISPLACED.34 TO 112 INCHSTONE10'-0" MAX.16"16" M IN .2'-0"STAPLE2" x 4"NAILS2" x 4" ACROSSTOP OF STONEPOSTLATHEMASTIC SEALWOVEN SLIT FILMGEOTEXTILEWOVEN SLIT FILMGEOTEXTILE SILTFENCELATHEMASTIC SEALSUPPORTFRAMENOT TO SCALESILT FENCE ON PAVEMENT4C-4BEROSION & SEDIMENT CONTROL DETAILS NOTE: ALL SILT FENCE SHALL BE WIRE REINFORCED.NOT TO SCALEFODS TRACKOUT CONTROL SYSTEM DETAILTYPICAL ONE-LANE LAYOUTTHE PURPOSE AND DESIGN OF THE FODS TRACKOUT CONTROL SYSTEM IS TO EFFECTIVELY REMOVE MOST SEDIMENT FROM VEHICLETIRES AS THEY EXIT A DISTURBED LAND AREA ONTO A PAVED STREET. THIS MANUAL IS A PLATFORM FROM WHICH TO INSTALL AFODS TRACKOUT CONTROL SYSTEM. (NOTE: THIS IS NOT A ONE SIZE FITS ALL GUIDE.) THE INSTALLATION MAY NEED TO BEMODIFIED TO MEET THE EXISTING CONDITIONS, EXPECTATIONS, OR DEMANDS OF A PARTICULAR SITE. THIS IS A GUIDELINE.ULTIMATELY THE FODS TRACKOUT CONTROL SYSTEM SHOULD BE INSTALLED SAFELY WITH PROPER ANCHORING AND SIGNS PLACEDAT THE ENTRANCE AND EXIT TO CAUTION USERS AND OTHERS.INSTALLATION:1.THE SITE WHERE THE FODS TRACKOUT CONTROLSYSTEM IS TO BE PLACED SHOULD CORRESPOND TOBEST MANAGEMENT PRACTICES AS MUCH AS POSSIBLE.THE SITE WHERE FODS TRACKOUT CONTROL SYSTEM ISPLACED SHOULD ALSO MEET OR EXCEED THE LOCALJURISDICTION OR STORM WATER POLUTIONPREVENTION (SWPPP) REQUIREMENTS.2.CALL FOR UTILITY LOCATES (3) BUSINESS DAYS INADVANCE OF THE FODS TRACKOUT CONTROL SYSTEMINSTALLATION FOR THE MARKING OF UNDERGROUNDUTILITIES. CALL THE UTILITY NOTIFICATION CENTERAT 811.3.ONCE THE SITE IS ESTABLISHED WHERE FODSTRACKOUT CONTROL SYSTEM IS TO BE PLACED, ANYEXCESSIVE UNEVEN TERRAIN SHOULD BE LEVELED OUTOR REMOVED SUCH AS LARGE ROCKS, LANDSCAPINGMATERIALS, OR SUDDEN ABRUPT CHANGES INELEVATION.4.THE INDIVIDUAL MATS CAN START TO BE PLACED INTOPOSITION. THE FIRST MAT SHOULD BE PLACED NEXTTO THE CLOSEST POINT OF EGRESS. THIS WILLENSURE THAT THE VEHICLE WILL EXIT STRAIGHT FROMTHE SITE ONTO THE PAVED SURFACE.5.AFTER THE FIRST MAT IS PLACED DOWN IN THEPROPER LOCATION, MATS SHOULD BE ANCHORED TOPREVENT THE POTENTIAL MOVEMENT WHILE THEADJOINING MATS ARE INSTALLED. ANCHORS SHOULDBE PLACED AT EVERY ANCHOR POINT (IF FEASIBLE) TOHELP MAINTAIN THE MAT IN ITS CURRENT POSITION.6.AFTER THE FIRST MAT IS ANCHORED IN ITS PROPERPLACE, AN H BRACKET SHOULD BE PLACED AT THE ENDOF THE FIRST MAT BEFORE ANOTHER MAT IS PLACEDADJACENT TO THE FIRST MAT.7.ONCE THE SECOND MAT IS PLACED ADJACENT TO THEFIRST MAT, MAKE SURE THE H BRACKET IS CORRECTLYSITUATED BETWEEN THE TWO MATS, AND SLIDE MATSTOGETHER.8.NEXT, THE CONNECTOR STRAPS SHOULD BE INSTALLEDTO CONNECT THE TWO MATS TOGETHER.9.UPON PLACEMENT OF EACH NEW MAT IN THE SYSTEM,THAT MAT SHOULD BE ANCHORED AT EVERY ANCHORPOINT TO HELP STABILIZE THE MAT AND ENSURE THESYSTEM IS CONTINUOUS WITH NO GAPS IN BETWEENTHE MATS.10.SUCCESSIVE MATS CAN THE BE PLACED TO CREATE THEFODS TRACKOUT CONTROL SYSTEM REPEATING THEABOVE STEPS.USE AND MAINTENANCE:1.VEHICLES SHOULD TRAVEL DOWN THE LENGTH OF THETRACKOUT CONTROL SYSTEM AND NOT CUT ACROSSTHE MATS.2.DRIVERS SHOULD TURN THE WHEEL OF THEIRVEHICLES SUCH THAT THE VEHICLE WILL MAKE ASHALLOW S-TURN ROUTE DOWN THE LENGTH OF THEFODS TRACKOUT CONTROL SYSTEM.3.MATS SHOULD BE CLEANED ONCE THE VOIDS BETWEENTHE PYRAMIDS BECOME FULL OF SEDIMENT.TYPICALLY THIS WILL NEED TO BE PERFORMED WITHINTWO WEEKS AFTER A STORM EVENT. BRUSHING IS THEPREFERRED METHOD OF CLEANING, EITHER MANUALLYOR MECHANICALLY.4.THE USE OF ICE MELT, ROCK SALT, SNOW MELT,DE-ICER, ETC., SHOULD BE UTILIZED AS NECESSARYDURING THE WINTER MONTHS AND AFTER A SNOWEVENT TO PREVENT ICE BUILDUP.REMOVAL:1.REMOVAL OF FODS TRACKOUT CONTROL SYSTEM ISREVERSE ORDER OF INSTALLATION.2.STARTING WITH THE LAST MAT, THE MAT THAT ISPLACED AT THE INNERMOST POINT OF THE SITE ORTHE MAT FURTHEST FROM THE EXIT OR PAVEDSURFACE SHOULD BE REMOVED FIRST.3.THE ANCHORS SHOULD BE REMOVED.4.THE CONNECTOR STRAPS SHOULD BE UNBOLTED ATALL LOCATIONS IN THE FODS TRACKOUT CONTROLSYSTEM.5.STARTING WITH THE LAST MAT IN THE SYSTEM, EACHSUCCESSIVE MAT SHOULD THE BE MOVED ANDSTACKED FOR LOADING BY FORKLIFT OR EXCAVATORONTO A TRUCK FOR REMOVAL FROM THE SITE.AROADWAYCBACKEYNOTES:A.FODS TRACKOUT CONTROL SYSTEM MAT.B.FODS SAFETY SIGN.C.ANCHOR POINT.D.SILT OR ORANGE CONSTRUCTION FENCE.BDD6NOT TO SCALEGRAVEL CURB INLET SEDIMENT FILTER7 PLANT SCHEDULETREES - DECIDUOUSQTY.SYMBOLIDBOTANICAL NAMECOMMON NAMESIZESPACINGHEIGHTROOT TYPECOMMENTS6CCCERCIS CANADENSISEASTERN REDBUD2.5"DIA.AS SHOWN6 FT. (MIN.)B&BINTERIOR/PERIMETER TREE8CBCARPINUS BETULUS'FASTIGIATA'PYRAMIDAL EUROPEANHORNBEAM2.5"DIA.AS SHOWN6 FT. (MIN.)B&BINTERIOR/PERIMETER TREE3TCTILIA CORDATALITTLE LEAF LINDEN2.5"DIA.AS SHOWN6 FT. (MIN.)B&BINTERIOR/PERIMETER TREE9VLVIBURNUM LENTAGONANNYBERRY VIBURNUM2.5"DIA.AS SHOWN36 IN.(MIN.)#5 CONT.PERIMETER TREETREES - EVERGREENQTY.SYMBOLIDBOTANICAL NAMECOMMON NAMESIZESPACINGHEIGHTROOT TYPECOMMENTS11JCJUNIPERUS CHINENSIS'HETZII COLUMNARIS'HETZII GREEN COLUMNARJUNIPER_AS SHOWN6 FT. (MIN.)#7 CONT.PERIMETER TREE / SCREEN37TOTALTREESSHRUBS - DECIDUOUSQTY.SYMBOLIDBOTANICAL NAMECOMMON NAMESIZESPACINGHEIGHTROOT TYPECOMMENTS3IVITEA VIRGINICAVIRGINIA SWEETSPIRE_AS SHOWN36 IN.(MIN.)#3 CONT.SCREENSHRUBS - EVERGREENQTY.SYMBOLIDBOTANICAL NAMECOMMON NAMESIZESPACINGHEIGHTROOT TYPECOMMENTS24IGILEX GLABRA 'SHAMROCK'INKBERRY 'SHAMROCK'_AS SHOWN36 IN.(MIN.)#3 CONT.SCREEN11TOTHUJA OCCIDENTALIS'SMARAGD'SMARAGD ARBORVITAE_AS SHOWN4 FT. (MIN.)#4 CONT.SCREEN38TOTALSHRUBSG WSAN SAN SAN SANSANSANW WWWWUEU E U E U E END PAINTMARKINGS1-STORYBRICK BUILDING"McDONALD'S" RESTAURANTF.F.E.=754.46'FOOTPRINT=4,540 SQ. FT.IRON PIPE FOUNDIRON PIPEFOUNDIRON PIPEFOUNDLOT 1LOT CONSOLIDATION OFMcDONALD'S CORPORATIONINSTRUMENT NO. 23003206103,863 SQ. FT.2.384 ACRESTAX PARCEL 85-A-149NOW OR FORMERLYFAIRFAX PIKE PROPERTY, LLCINSTRUMENT NO. 2015-3264TAX PARCEL 85-A-149CKBMM REAL ESTATE INVESTMENTS, LLCINSTRUMENT NO. 2018-9924SHADED AREA REPRESENTSDRAINAGE EASEMENTVA DOT UTILITYEASEMENTCROSS HATCHED AREAREPRESENTS VA DOTUTILITY EASEMENTZONING DISTRICT B-2(GENERAL BUSINESS)ZONING DISTRICT B-1(NEIGHBORHOOD BUSINESS)ZONING DISTRICT B-1(NEIGHBORHOOD BUSINESS)ZONING DISTRICT B-1(NEIGHBORHOOD BUSINESS)IRON PINW/CAP SETIRON PINW/CAP SETIRON PINW/CAP SETIRON PINW/CAP SETIRON PINW/CAP SETIRON PINW/CAP SETIRON PINW/CAP SETTEMPORARY CONSTRUCTIONEASEMENT FOR SLOPESREMAINING PARCEL AREA=2.384 ACRES 103,863 SQ. FT.USE: OFFICE BUILDINGUSE:GAS STATION/CONVENIENCE STORE(PUBLIC ROAD-PAVED ASPHALT)DASHED WHITE LINEYELLOW LINEYELLOW LINEDOUBLE YELLOW LINEWHITE LINE35' BUILDING RESTRICTION LINE35' BUILDING RESTRICTION LINEVDOTMONUMENTFOUNDDRIVE THRU DRIVE THRU PROPOSED LARGE VEHICLE PARKINGNO PARKINGLOADING ZONE10' EASEMENT PER DEEDBOOK 555, PAGE 1GTUE/T/C DELIVERYDELIVERYMOBIL E ORDE R MOBIL E ORDE R MOBIL E ORDE R MOBIL E ORDE R PERIMETERTREEPERIMETERTREEPERIMETERTREEPERIMETERTREEOLD AYLOR ROAD(A.K.A. VA ROUTE 647, VARIABLE WIDTH)(PUBLIC ROAD-PAVED ASPHALT)14'-6"SIGHT DISTANCE LEFT -445 FT.SIGHT TRIANGLEEYE HEIGHT (3.5')PERIMETERTREEINTERIORTREEINTERIORTREEINTERIORTREEINTERIORTREEINTERIORTREEINTERIORTREEPERIMETERTREEPERIMETERTREEPERIMETERTREESCREENSCREENSCREENPERIMETERTREESCREENPERIMETERTREESCREENEXISTINGPERIMETER TREE (2)EXISTINGPERIMETER TREE (2)EXISTINGPERIMETER TREE (1)EXISTINGINTERIOR TREEEXISTINGPERIMETER TREE (2)EXISTINGPERIMETER TREE (1)EXISTINGINTERIOR TREE (1)ZONING DISTRICT B-1ZONING DISTRICT B-2SCREENSCREEN SITE IDENTIFICATION RESTAURANT LOCATION DATE DRAWN DRAWN BY 0450247-06461 08/17/2023 BJC 1131 AYLOR ROAD FREDERICK COUNTY VIRGINA BYDESCRIPTIONDATEREV R ADDRESS OFFICE THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF McDONALD'S CORPORATION AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. TWO DEMOCRACY CENTER - 6903 ROCKLEDGE DR., SUITE 1100 - BETHESDA, MD 20817 BALTIMORE - WASHINGTON REGION Surveyors • Engineers • Site Planners 375 Northgate Drive Warrendale, PA 15086 Ph: (724) 934-2810 Fax: (724) 934-2811 mdmcadd@mdmllc.com www.mdmllc.com SURVEYORS & ENGINEERS, LLC BJCADDRESSED COUNTY REVIEW COMMENTS10/27/2023011.ALL LANDSCAPE AREAS TO BE GRASS COMMON TO REGION EXCEPT WHERE OTHER PLANTMATERIAL IS INDICATED.2.ALL TREES AND SHRUBS TO BE PLANTED IN MULCH BEDS WITH EDGE STRIPS TO SEPARATETURF GRASS AREAS.3.PLANTING BEDS INDICATED AS RIVER ROCK TO BE 1" TO 2" RIVER ROCK OR STONE WITHFILTER FABRIC - 2" MIN. DEPTH. INSTALL EDGING STRIPS TO SEPARATE FROM GRASS/MULCHAREAS.4.FOR ANY LANDSCAPE AREA SO DESIGNATED TO REMAIN WHETHER ON OR OFF SITE, REMOVEWEEDS, ROCKS, CONSTRUCTION ITEMS, ETC., THEN SCARIFY AREA, RESEED, AND FERTILIZE.R.O.W. CURB AND GUTTERS ARE TO BE CLEANED OF DEBRIS.5.FINISHED GRADES IN LANDSCAPE ISLANDS SHALL BE INSTALLED SO THAT THEY ARE 1" LOWERTHAN THE TOP OF THE SURROUNDING CURB.6.PROVIDE A WEED MAT FOR ALL PLANTING AREAS.7.FOR ANY TREE LOCATED NEAR A DRIVEWAY/DRIVE AISLE, PRUNE LOWER BRANCHES TOPROVIDE A MINIMUM 6'-0" HIGH CLEAR SIGHT LINE FROM GRADE.8.CONTRACTOR RESPONSIBLE TO FURNISH AND INSTALL TOPSOIL AS REQUIRED FOR NEWPLANTING AREAS, PER McDONALD'S SPECIFICATIONS.9.ALL LANDSCAPING WILL CONFIRM TO SECTION 165-203.01 OF THE FREDERICK COUNTYZONING CODE.LANDSCAPE REQUIREMENTSPROVIDEDREQUIREDPERIMETER LANDSCAPE REQUIREMENTS:PROVIDE ONE (1) TREE FOR EVERY 2,000 SF OF IMPERVIOUS AREA FOR THE FIRST100,000 SF OF ENTIRE SITE. 74,614.72 SF OF IMPERVIOUS AREA ÷ 2,000 SF = 37.3DESCRIPTIONYESPROVIDE A 3-FOOT HIGH EVERGREEN HEDGE ALONGPERIMETER OF PARKING AREAS.INTERIOR LANDSCAPING:A MINIMUM OF 5% OF THE INTERIOR PORTION OF PARKING LOTS TO BELANDSCAPED WITH RAISED ISLANDS AND SHADE TREES. 81,715.73 SF OF INTERIOR PARKING AREA X 5% =39 TREES(31 PROPOSED)(8 EXISTING)38 TREES13,440 SF(16%)8 TREES(6 PROPOSED)(2 EXISTING)7 TREESPROVIDE ONE (1) SHADE TREE FOR EVERY TEN (10) PARKING SPACES. 64 PARKING SPACES ÷ 10 = 6.4TOTAL LANDSCAPE REQUIREMENTS:B1: A MINIMUM OF 35% OF THE PROPERTY AREA TO BE LANDSCAPED.48,164.536 SF OF (B1) PROPERTY AREA X 35% =B2: A MINIMUM OF 15% OF THE PROPERTY AREA TO BE LANDSCAPED.55,699.564 SF OF (B2) PROPERTY AREA X 15% =PERCENTAGE OF WOODLANDS DISTURBED:11,790 SF(25%)16,858 SF(35%)YES4,086 SF(5%)N/ANONELANDSCAPE PLAN C-5Storm InletRight-of-WayElectric Meter(Unless otherwise noted)Turn ArrowsSignWater LineGas LineUtility PoleIron Pin FoundTraffic Flow ArrowWater ValveIron pin w/cap setGas ValveFire HydrantStorm ManholeSpeaker BoxCleanoutStorm SewerSanitary SewerEasementsSetback LineGas MeterTreesBollardUnderground Electric LineUnderground Telephone LineGrease TrapIlluminated SignsWater MeterGuy WireTele. PedestalMenu BoardFlagpoleHandicap SymbolUnderground Cable lineElec. PedestalLight PoleOverhead Electric, Telephone& Cable LineTerra CottaPolyvinyl ChlorideHigh Density PolyethyleneFinished Floor ElevationCorrugated Metal PipeReinforced Concrete PipeDuctile IronAsphaltConcreteDepressed CurbLEGEND OF SYMBOLSLandscaping1 inch = 20 ft.( IN FEET )GRAPHIC SCALE20010204080Design Serial No. A114101265Dig Serial No. A114101248LANDSCAPE LEGENDTYPEQUANTITYSEED AREASEE SPECIFICATIONS.SEE SPECIFICATIONS.1AMULCH AREAGENERAL NOTESSEE SPECIFICATIONS.RIVER ROCK AREAPLANTING BEDS ADJACENTTO BUILDING TO BE RIVER ROCKAND PLANTED BY INSTRUCTIONFROM OWNER ORMcDONALD'S REPRESENTATIVE,EXCEPT WHERE PLANTINGIS INDICATED.NOTE:NO TREES OR SHRUBS TO BEPLACED WITHIN FREDERICKWATER EASEMENTS.TREE PLANTING DETAIL1TREE STAKING / GUYING2SHRUB PLANTING DETAIL317,437 SF(31%)8,355 SF(15%) 1-STORY BRICK BUILDING "McDONALD'S" RESTAURANT F.F.E.=754.46' FOOTPRINT=4,540 SQ. FT. IRON PIPE FOUND LOT 1 LOT CONSOLIDATION OF McDONALD'S CORPORATION INSTRUMENT NO. 23003206 103,863 SQ. FT. 2.384 ACRES TAX PARCEL 85-A-149 OLD AYLOR ROAD (A.K.A. VA ROUTE 647, VARIABLE WIDTH) (PUBLIC ROAD-PAVED ASPHALT) ZONING DISTRICT B-2 (GENERAL BUSINESS) ZONING DISTRICT B-1 (NEIGHBORHOOD BUSINESS) IRON PIN W/CAP SET IRON PIN W/CAP SET IRON PIN W/CAP SET IRON PIN W/CAP SET IRON PIN W/CAP SET IRON PIN W/CAP SET REMAINING PARCEL AREA=2.384 ACRES 103,863 SQ. FT. NE AYLOR ROAD (URBAN COLLECTOR - 40 M P H ) (PUBLIC ROAD-PAVED ASPHAL T ) WHITE LIN E DASHED WHITE DASHED WH I T E L I N E DOUBLE YELLOW L I N E YELLOW L I N E YELLOW LINE YELLOW LINE DOUBLE YELLOW LINE WHITE LI DOUBLE YELLOW LINEDOUBLE YELLOW LINEDOUBLE YELLOW LINE DASHED WHITE LINE WHITE LINE 35' BUILDING RESTRI C T I O N L I N E 35' BUILDING RESTRICTION LINE VDOT MONUMENT FOUND DRIVETHRUDRIVETHRUPROPOSED LARGE VEHICLE PARKING NO PARKING LOADING ZONE DELIVERY DELI VER YMOBILEORDERMOBILEORDERMOBILEORDERMOBILEORDER 5.6 4.2 2.7 2.1 1.4 1.0 0.9 0.9 1.3 2.0 3.1 4.0 4.6 7.0 5.8 4.2 2.9 1.8 3.1 3.9 3.1 2.6 2.1 1.5 1.1 1.3 2.0 3.2 4.7 6.3 5.2 7.9 6.5 4.7 3.3 2.1 1.3 1.0 1.0 1.2 1.6 2.4 3.6 5.2 6.8 6.4 5.6 6.1 4.8 5.0 4.0 2.6 1.6 1.2 1.0 1.2 1.7 2.7 4.4 6.4 7.9 8.6 6.7 5.8 8.8 7.0 5.2 3.8 2.5 1.5 1.1 1.1 1.5 2.3 3.7 5.7 8.1 10.0 9.9 8.0 7.5 8.2 8.3 6.1 4.0 2.5 1.7 1.4 1.4 1.9 2.9 4.6 6.7 8.6 10.3 10.8 8.0 10.1 8.7 6.8 4.7 2.9 1.7 4.3 6.9 9.7 11.4 12.7 9.0 5.4 9.9 12.1 11.1 8.7 5.9 3.7 2.4 1.7 1.5 1.7 2.5 4.0 6.1 8.4 10.8 12.4 10.7 12.2 10.7 8.1 5.3 3.1 3.7 6.1 9.0 11.3 11.9 8.0 10.3 13.7 11.7 9.7 6.7 4.3 2.6 1.8 1.4 1.5 2.0 3.2 5.2 7.5 9.8 11.7 11.9 12.2 9.8 7.4 5.0 3.0 2.6 4.4 6.9 8.6 8.0 7.9 10.7 11.9 10.9 8.3 5.7 3.6 2.3 1.6 1.3 1.4 1.8 2.8 4.3 6.4 9.3 11.1 9.8 11.4 8.5 6.0 4.3 2.8 1.9 3.1 4.6 5.2 5.5 6.6 9.6 8.9 8.6 6.4 4.2 2.7 1.8 1.3 1.1 1.3 1.8 2.7 4.2 6.0 8.6 10.3 8.2 10.3 8.0 5.6 4.1 2.8 1.3 1.9 2.5 3.3 4.5 5.7 9.2 7.2 6.7 5.5 3.7 2.4 1.5 1.1 1.0 1.3 1.9 3.0 4.6 6.5 8.8 10.6 5.7 10.0 8.2 6.0 4.4 2.9 1.0 1.3 1.8 2.7 4.0 4.9 9.3 7.6 7.4 5.8 3.9 2.5 1.6 1.2 1.1 1.3 2.0 3.3 5.5 7.8 9.8 11.1 7.7 10.6 9.3 7.4 5.2 3.2 1.0 1.4 1.9 2.7 3.6 4.1 10.1 10.0 9.7 7.3 4.9 3.1 2.0 1.4 1.2 1.4 2.0 3.5 5.9 8.6 10.8 11.6 8.7 11.9 10.9 8.5 5.8 3.4 1.1 1.8 2.7 3.4 4.1 4.2 10.7 13.0 11.8 9.3 6.5 4.1 2.5 1.7 1.3 1.4 2.0 3.3 5.3 7.4 9.1 10.2 7.2 10.6 9.6 7.6 5.3 3.2 1.2 2.2 3.4 4.7 5.6 5.5 9.7 13.4 11.7 9.6 6.8 4.3 2.6 1.7 1.4 1.4 2.0 3.0 4.4 5.9 7.8 9.0 5.6 9.1 7.9 6.0 4.3 2.8 1.2 2.2 3.7 5.2 6.4 6.1 8.9 10.2 10.1 7.7 5.2 3.3 2.1 1.5 1.2 1.4 1.8 2.8 4.0 5.3 7.0 7.8 5.5 7.7 6.9 5.1 3.7 2.4 1.2 2.1 3.4 4.9 6.5 6.0 6.5 6.3 6.9 5.3 3.5 2.2 1.5 1.1 1.1 1.3 1.8 2.8 4.2 5.4 7.1 8.1 4.4 7.7 6.7 4.8 3.5 2.2 1.2 2.1 3.4 4.8 6.6 5.3 5.0 4.0 3.8 3.2 2.3 1.6 1.2 1.0 1.1 1.4 2.1 3.2 4.8 6.4 7.6 8.1 4.6 7.4 6.6 5.1 3.7 2.4 1.3 2.3 3.5 4.9 6.7 5.4 2.8 2.2 1.8 1.6 1.4 1.2 1.1 1.3 1.8 2.6 4.0 5.8 7.6 8.5 6.8 5.4 3.9 2.7 1.6 2.6 3.9 5.3 6.5 6.1 2.0 1.5 1.3 1.4 1.5 1.6 1.7 1.9 2.6 3.7 4.9 6.5 7.9 8.1 5.7 4.8 3.8 2.9 2.3 1.8 2.3 3.3 4.7 6.0 6.8 1.6 1.4 1.4 1.7 2.2 2.8 2.9 3.0 3.8 5.1 6.1 7.1 8.1 7.8 7.1 6.2 4.9 5.4 5.7 4.7 3.7 3.1 2.9 3.0 3.1 2.8 2.8 2.9 4.2 5.3 5.8 1.4 1.6 2.0 2.7 3.6 4.8 5.4 4.5 5.0 6.3 7.4 7.8 8.4 8.0 7.8 7.2 6.1 6.0 5.8 4.2 2.9 2.4 2.7 3.5 4.3 4.2 4.5 5.2 5.6 4.9 3.8 3.0 1.4 2.0 3.0 4.5 6.2 7.7 8.6 6.8 6.3 6.9 7.6 6.9 6.0 5.7 5.5 6.3 6.8 6.6 5.6 3.6 2.3 2.0 2.4 3.8 5.4 5.6 5.5 5.8 5.8 6.1 6.0 4.3 2.8 1.9 1.3 2.0 3.5 5.8 8.4 10.5 11.5 9.5 7.9 3.0 2.0 1.8 2.4 3.9 5.9 6.5 6.8 6.9 7.0 6.7 6.1 4.0 2.4 5.5 8.7 11.1 12.7 10.4 1.8 1.4 1.4 1.9 3.2 4.5 4.4 3.9 4.2 4.0 4.4 4.3 7.2 10.0 10.7 8.7 5.3 6.6 6.9 7.7 3.0 3.8 5.1 6.3 2.0 3.3 5.0 6.4 7.3 6.4 6.9 7.6 10.5 11.2 11.2 10.4 7.5 4.3 6.9 7.4 6.1 4.8 3.4 2.2 1.4 1.0 0.7 0.5 0.4 0.3 0.2 0.2 0.3 0.4 0.6 1.0 1.5 2.5 3.8 5.2 6.1 5.4 2.6 0.9 0.5 0.4 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.7 1.0 1.3 1.9 2.8 3.0 2.4 2.3 2.9 2.1 1.8 1.7 1.8 2.2 3.3 5.0 5.5 2.4 2.4 2.7 4.3 6.4 5.3 3.6 2.22.62.41.71.21.00.90.70.60.50.40.50.61.01.93.14.55.76.03.51.10.70.60.71.01.00.80.60.50.40.30.30.40.40.50.81.42.0 A MH: 21 A2@45 MH: 21 AE MH: 21 AE MH: 21 AE MH: 21 AE MH: 21 AE MH: 21 AE MH: 21 AE MH: 21 AE MH: 21 AE2@45 MH: 21 AE2@45 MH: 21 AE2@45 MH: 21 Luminaire Schedule Symbol Qty Label Arrangement LLF Description Lum. Watts EPA Pole Type Mtg Height 1 A SINGLE 0.900 RAR2-480L-240-5K7-4W 226.9 .607 SES-19-50-7-GL-TA-xx (5")21 1 A2@45 2 @ 90 DEGREES 0.900 RAR2-480L-240-5K7-4W 226.9 .936 SES-19-50-7-GL-TA-xx (5")21 8 AE SINGLE 0.900 RAR2-480L-240-5K7-4W 226.9 .607 EXISTING 21 3 AE2@45 2 @ 90 DEGREES 0.900 RAR2-480L-240-5K7-4W 226.9 .936 EXISTING 21 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min PAVED SURFACE READINGS Illuminance Fc 5.02 13.7 0.9 5.58 15.22 PROPERTY LINE READINGS Illuminance Fc 2.24 11.2 0.0 N.A.N.A.SITE IDENTIFICATIONRESTAURANT LOCATIONDATE DRAWNDRAWN BY0450247-0646108/17/2023BJC1131 AYLOR ROADFREDERICK COUNTYVIRGINABYDESCRIPTIONDATEREVRADDRESSOFFICETHESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF McDONALD'S CORPORATIONAND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION.TWO DEMOCRACY CENTER - 6903 ROCKLEDGE DR., SUITE 1100 - BETHESDA, MD 20817BALTIMORE - WASHINGTON REGIONSurveyors • Engineers • Site Planners375 Northgate DriveWarrendale, PA 15086Ph: (724) 934-2810 Fax: (724) 934-2811mdmcadd@mdmllc.comwww.mdmllc.comSURVEYORS & ENGINEERS, LLCBJCADDRESSED COUNTY REVIEW COMMENTS10/27/202301C-6PHOTOMETRIC LIGHTING PLANPHOTOMETRICS PROVIDED BY SECURITY LIGHTING BASED ON POLE LOCATIONS PROVIDED BY McDONALD'S. CHANGES TO POLE LOCATION, FIXTURES AND WATTAGE WILL AFFECT FINAL RESULTS. 1.THIS LIGHTING DESIGN IS BASED ON INFORMATION SUPPLIED BY OTHERS TO SECURITY LIGHTING SYSTEMS. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR THE PROJECT. 2.LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE MAY AFFECT FIELD RESULTS. 3.CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND/OR THE OWNER'S REPRESENTATIVE. 4.THIS LAYOUT MAY NOT MEET TITLE 24 OR LOCAL ENERGY REQUIREMENTS. IF THIS LAYOUT NEEDS TO E COMPLIANT WITH TITLE 24 OR OTHER ENERGY REQUIREMENTS, PLEASE CONSULT FACTORY WITH SPECIFIC DETAILS REGARDING PROJECT REQUIREMENTS SO THAT REVISIONS MAY BE MADE TO THE DRAWING. 5.ALL LIGHTING WILL CONFORM TO SECTION 165-201.07 OF THE FREDERICK COUNTY ZONING CODE, AND BE FULL DOWNCAST, SHIELDED AND FULL CUT-OFF. SECURITY L I G H T I N GTM MOUNTING HEIGHT = 21' (19' POLE + 2' BASE) TILT = 0 LIGHTS ARE FULL CUTOFF (ZERO LIGHT ABOVE 90° CALCULATION GRIDS ARE AT GRADE (Z = 0) END PAINTMARKINGSEND PAINTMARKINGS1-STORYBRICK BUILDING"McDONALD'S" RESTAURANTF.F.E.=754.46'FOOTPRINT=4,540 SQ. FT.IRON PINFOUNDIRON PINFOUNDIRON PIPE FOUNDIRON PIPEFOUNDIRON PIPEFOUNDGRASSGRASSGRASSGRASSGRASSTRASHCORRALMcDONALD'S TOWER SIGNHEIGHT=35'TRANSFORMERASPHALTPARKING LOTASPHALTPARKING LOTASPHALTPARKING LOTASPHALTPAVEMENTASPHALTPARKING LOTLOT 1LOT CONSOLIDATION OFMcDONALD'S CORPORATIONINSTRUMENT NO. 23003206103,863 SQ. FT.2.384 ACRESTAX PARCEL 85-A-149NOW OR FORMERLYFAIRFAX PIKE PROPERTY, LLCINSTRUMENT NO. 2015-3264TAX PARCEL 85-A-149CNOW OR FORMERLYKBMM REAL ESTATE INVESTMENTS, LLCINSTRUMENT NO. 2018-9924TAX PARCEL 85-4-5AZZSHADED AREA REPRESENTSDRAINAGE EASEMENTOLD AYLOR ROADVA DOT UTILITYEASEMENTCROSS HATCHED AREAREPRESENTS VA DOTUTILITY EASEMENTCULVERTINV.=748.77'ZONING DISTRICT B-2(GENERAL BUSINESS)ZONING DISTRICT B-1(NEIGHBORHOOD BUSINESS)ZONING DISTRICT B-1(NEIGHBORHOOD BUSINESS)ZONING DISTRICT B-1(NEIGHBORHOOD BUSINESS)IRON PINW/CAP SETIRON PINW/CAP SETIRON PINW/CAP SETIRON PINW/CAP SETIRON PINW/CAP SETIRON PINW/CAP SETIRON PINW/CAP SETTEMPORARY CONSTRUCTIONEASEMENT FOR SLOPESREMAINING PARCEL AREA=2.384 ACRES 103,863 SQ. FT.CULVERTINV.=750.66'CONC. CURB & GUTTERCONC. MEDIANUSE: OFFICE BUILDINGUSE:GAS STATION/CONVENIENCE STOREZCONC. MEDIANVDOT DI-1 INLETRIM=748.98'INV.=745.39' (24" CMP-W)VDOT CURB DROP INLETRIM=749.75'INV.=744.85' (15" RCP-S)INV.=744.80' (15" RCP-W)VDOT CURB DROP INLETRIM=749.42'INV.=745.32' (15" HDPE-E)RIM=747.39'INV.=744.64' (15" HDPE-S)STORM MANHOLERIM=745.88'INV.=741.75' (15" HDPE-N)INV.=741.68' (15" HDPE-S)VDOT CURB DROP INLETRIM=754.40'INV.=751.68' (15" HDPE-NW)INV.=751.66' (15" HDPE-N)INV.=751.63' (15" HDPE-E)NEWAYLOR ROAD(URBAN COLLECTOR - 40 MPH)(PUBLIC ROAD-PAVED ASPHALT)RIP RAPWHITE LINEDASHED WHITE LINEDASHED WHITE LINEDOUBLE YELLOW LINEYELLOW LINEYELLOW LINEYELLOW LINEDOUBLE YELLOW LINEWHITE LINEDOUBLE YELLOW LINEDOUBLE YELLOW LINEDOUBLE YELLOW LINECONC. CURB & GUTTERWHITE LINE35' BUILDING RESTRICTION LINE35' BUILDING RESTRICTION LINEVDOTMONUMENTFOUNDDRIVE THRU DRIVE THRU PROPOSED LARGE VEHICLE PARKINGGRASSGRASSNO PARKINGLOADING ZONESANITARY SEWER MANHOLERIM=FINISHED GRADEINV.: 746.28 (IN-W)INV.: 746.08 (OUT-S)10' EASEMENT PER DEEDBOOK 555, PAGE 1DELIVERYDELIVERYMOBIL E ORDE R MOBIL E ORDE R MOBIL E ORDE R MOBIL E ORDE REXISTING FIRE HYDRANTTURF-REINFORCED GRASSAREA - SEE LANDSCAPE PLANCURB TO BE PAINTED "TRAFFIC YELLOW"PER FIRE MARSHALL REQUIREMENTS8" WIDE PAINTED LINE"TRAFFIC YELLOW" PER FIREMARSHALL REQUIREMENTSOLD AYLOR ROAD(A.K.A. VA ROUTE 647, VARIABLE WIDTH)(PUBLIC ROAD-PAVED ASPHALT)230'-10" (DISTANCE TO EXISTING FIRE HYDRANT)EXISTING FIRE HYDRANT46.9169.04122.8754.833PIERCE Mid-Mount 2010Overall Length46.916ftOverall Width8.250ftOverall Body Height9.851ftMin Body Ground Clearance0.671ftTrack Width6.910ftLock-to-lock time6.00sCurb to Curb Turning Radius38.750ftREQUIREMENTS - FIRE LANE MARKINGS AND SIGNSSIGN SPECIFICATIONS:1.EACH SIGN SHALL BE OF METAL CONSTRUCTION, WITH DIMENSIONS OF AT LEAST 12"x18".2.EACH SIGN SHALL SHOW RED LETTERS ON REFLECTIVE WHITE BACKGROUND WITH A 3/8" REDTRIM STRIP AROUND ENTIRE OUTER EDGE OF SIGN, THE LETTERING ON SIGN TO BE: "NOPARKING OR STANDING" IN AT LEAST 2" HIGH LETTERS AND "FIRE LANE" IN AT LEAST 2 12"HIGH LETTERS AND CONTAINING RED ARROWS ON SUCH SIGNS TO POINT TO AND INDICATETHE FIRE LANE AREA.3.POSTS FOR SIGNS, WHERE REQUIRED BY THE FIRE MARSHAL, SHALL BE SECURELY MOUNTED.4.SIGNS ARE TO BE SECURELY MOUNTED 7' FROM THE GRADE LEVEL TO THE BOTTOM OF THESIGN AND MUST BE WITHIN 7' OF THE PARKING CURB OR CURB LINE UNLESS OTHERWISEDIRECTED BY THE FREDERICK COUNTY FIRE AND RESCUE DEPARTMENT.5.ALL PROPOSED SIGNS SHOULD COMPLY WITH THE 2012 FREDERICK COUNTY FIRE PREVENTIONCODE.WHERE FIRE LANE IDENTIFICATION IS REQUIRED:COMMERCIAL/NON-RESIDENTIAL BUILDINGS SHALL REQUIRE FIRE LANE IDENTIFICATION, ASSPECIFIED BY THE FIRE MARSHAL, ALONG THE FRONTAGE OF THE BUILDING AND AT OTHERBUILDING ACCESS POINTS, AS DESIGNATED BY THE FIRE MARSHAL.INSPECTION NOTICE:FIRE MARSHAL FIELD INSPECTION NECESSARY FOR FINAL APPROVAL OF FIRE LANES.FIRE LANES MUST HAVE FINAL APPROVAL PRIOR TO REQUEST FOR OCCUPANCY PERMIT.SIGN TYPE "A"NOPARKINGFIRE LANEORSTANDINGSIGN TYPE "B"NOPARKINGFIRE LANEORSTANDINGSIGN TYPE "C"NOPARKINGFIRE LANEORSTANDING"NO PARKING OR STANDING IN FIRE LANE" SIGN LEGEND1PROPOSED SIGN LEGEND12" X 18"NOPARKINGFIRE LANEORSTANDING12" X 18"TYPE "B"12" X 18"TYPE "A"NOPARKINGFIRE LANEORSTANDING12" X 18"TYPE "C"NOPARKINGFIRE LANEORSTANDINGSIGN TYPE "D"NOPARKINGFIRE LANEORSTANDING12" X 18"TYPE "D"NOPARKINGFIRE LANEORSTANDINGNOTES:1.CONTACT THE COUNTY FIRE MARSHAL'S OFFICE ABOUT REQUIREMENTS FOR AN OPERATIONALUSE/MAINTENANCE PERMIT.2.THE FIRE MARSHAL'S OFFICE RECOMMENDS A KNOX BOX BE INSTALLED ON THE ADDRESSED SIDEOF THE BUILDING.3.PRIOR TO ISSUANCE OF AN OCCUPANCY PERMIT FOR ANY FACILITY, BUILDING, OR PORTION OF ABUILDING HEREAFTER CONSTRUCTED, FIRE LANE IDENTIFICATION SHALL BE PROVIDED,PERMITTED, AND AN APPROVED INSPECTION ALONG ANY FIRE APPARATUS ACCESS ROADSERVING SUCH FACILITY, BUILDING, OR PORTION OF A BUILDING.SITE IDENTIFICATION RESTAURANT LOCATION DATE DRAWN DRAWN BY 0450247-06461 08/17/2023 BJC 1131 AYLOR ROAD FREDERICK COUNTY VIRGINA BYDESCRIPTIONDATEREV R ADDRESS OFFICE THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF McDONALD'S CORPORATION AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. TWO DEMOCRACY CENTER - 6903 ROCKLEDGE DR., SUITE 1100 - BETHESDA, MD 20817 BALTIMORE - WASHINGTON REGION SITE LOCATION MAPSCALE: 1=1,000'SITESurveyors • Engineers • Site Planners 375 Northgate Drive Warrendale, PA 15086 Ph: (724) 934-2810 Fax: (724) 934-2811 mdmcadd@mdmllc.com www.mdmllc.com SURVEYORS & ENGINEERS, LLC BJCADDRESSED COUNTY REVIEW COMMENTS10/27/202301 C-7LIFE SAFETY PLAN Storm InletRight-of-WayElectric Meter(Unless otherwise noted)Turn ArrowsSignWater LineGas LineUtility PoleIron Pin FoundTraffic Flow ArrowWater ValveIron pin w/cap setGas ValveFire HydrantStorm ManholeSpeaker BoxCleanoutStorm SewerSanitary SewerEasementsSetback LineGas MeterR/WTreesBollardUnderground Electric LineUnderground Telephone LineGrease TrapIlluminated SignsWater MeterGuy WireTele. PedestalMenu BoardFlagpoleHandicap SymbolUnderground Cable lineElec. PedestalLight PoleOverhead Electric,Telephone & Cable LineTerra CottaT.C.Polyvinyl ChloridePVCHigh Density PolyethyleneHDPEFinished Floor ElevationF.F.E.Corrugated Metal PipeCMPReinforced Concrete PipeRCPDuctile IronD.I.AsphaltConcreteDepressed CurbLandscapingLEGEND OF SYMBOLS1 inch = 20 ft.( IN FEET )GRAPHIC SCALE20010204080Design Serial No. A114101265Dig Serial No. A114101248 752.57754753EXISTING CONC.CURB & GUTTER4" WIDE YELLOW STRIPING,2'-0" O.C. (THERMOPLASTIC TAPE)CONC. MEDIAN W/CURBSEE DETAIL THIS SHEET.EXISTING CONC.CURB & GUTTER7'-1"19'-2"8'-0"2'-0"40'-0"16'-0"13'-1"10'-11"4" WIDE YELLOW STRIPING,2'-0" O.C. (THERMOPLASTIC TAPE)R/WR/WTCBC*753.50753.00TCBC*753.30752.80TCBC*753.90753.40EXISTING4" BROKENWHITE LINEEXISTING4" SOLIDYELLOW LINE5'-0"CONC.SIDEWALKVDOT LEGAL RIGHT-OF-WAY SITE IDENTIFICATION RESTAURANT LOCATION DATE DRAWN DRAWN BY 0450247-06461 08/17/2023 BJC 1131 AYLOR ROAD FREDERICK COUNTY VIRGINA BYDESCRIPTIONDATEREV R ADDRESS OFFICE THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF McDONALD'S CORPORATION AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. TWO DEMOCRACY CENTER - 6903 ROCKLEDGE DR., SUITE 1100 - BETHESDA, MD 20817 BALTIMORE - WASHINGTON REGION Surveyors • Engineers • Site Planners 375 Northgate Drive Warrendale, PA 15086 Ph: (724) 934-2810 Fax: (724) 934-2811 mdmcadd@mdmllc.com www.mdmllc.com SURVEYORS & ENGINEERS, LLC BJCADDRESSED COUNTY REVIEW COMMENTS10/27/202301 6"6"18"12"NOT TO SCALE3"6" CAST-IN-PLACE CONCRETE CURBBROOM FINISH TOP AND FACE#4 REBARS, CONT. (2) REQUIREDTOOLED EDGE3"WEARING COURSEBINDER COURSEBASE COURSE2"2"1ARROW HEIGHT 2'-10"2'-10"3'-6" 2'-5"6'-0"NOT TO SCALEPAVEMENT MARKINGS - DRIVE THRU AND ARROWCIRCLE IS POSITIONED HORIZONTALLY,CENTERED ABOVE TYPE.ARROW IS POSITIONED VERTICALLY ANDHORIZONTALLY INSIDE OF CIRCLE.ARROW ART KNOCKS OUT SO THAT ARROW ISTHE COLOR OF PAVEMENTDRIVE THRU AND ARROWLETTERS AND CIRCLE PAINT TO MATCHPANTONE PMS 123 YELLOWTYPES ALIGNS CENTERED5 3 4"85 34"6'-8"2'-10"2'-10"2'-10"2'-10"6'-0"NOT TO SCALEPAVEMENT MARKINGS - END OF PATH "THANK YOU" AND "DRIVE THRU" NO ARROWEND OF PATH "THANK YOU" AND"DRIVE THRU" NO ARROWTYPE IS POSITIONED HORIZONTALLYCENTERED WITHIN 10' PATHPAINT TO MATCH PANTONE PMS 123YELLOW10'-0"6"6"YELLOW PAINT STRIPING SPANSTHE OUTER EDGE OF THEENTIRE DRIVE THRU PATHTYPE IS POSITIONED VERTICALLY SO BASE OFTYPE ALIGNS WITH HORIZONTAL EDGE OF PATHSTRIPING (DASHED LINE DOES NOT PRINT)TYPE IS POSITIONED VERTICALLY SO BASE OFTYPE ALIGNS WITH HORIZONTAL EDGE OF PATHSTRIPING (DASHED LINE DOES NOT PRINT)5 34"99'-6"CONCRETE PAD6"10'-0"8"NOT TO SCALE6" WIDE YELLOWPAINTED DRIVETHRU STRIPE8" WIDE YELLOWPAINTED STOP BARDRIVE-THRU WINDOWBUILDING WALL6" CONCRETECURBCONCRETE SIDEWALKW/6" HIGHMONOLITHIC CURB10'-0"LANE WIDTHDRIVE THRU LANE STRIPING W/PULL FORWARD WINDOW13CONTROL JOINTNOT TO SCALEEXPANSION AND CONTROL JOINTSXXXXXXXXXWWM (CONT.)14" DP. TOOLED JT.4" CONC. SIDEWALK, SEE DETAIL12" EXPANSION FILLERWITH SEALANT ON TOPWWM, INTERRUPT AT JOINT4" THK. SIDEWALK, SEE DETAILEXPANSION JOINT4XX XXXXXXXAS NOTED ON PLANS6"1'-6"6"NOT TO SCALEMONOLITHIC CONCRETE SIDEWALKLANDSCAPED AREAFOR CONTROL JOINT,SEE DETAILNOTE:PROVIDE CONTROL JOINTS IN SIDEWALK AT 5'-0" O.C. AND EXPANSION JOINTS AT20'-0" O.C.; SEE DETAIL, THIS SHEET. BROOM FINISH WALKS AND SLOPE TO WASHAT 1.0% (MIN.) - 2.0% (MAX.)TOOLED EDGE4" CONCRETE SLABWITH 6x6 10GA. WWMCOMPACTED FILL6" POROUS FILLPAVING, SEE SITE PLANFOR TYPE AND THICKNESS56"WHITE SOLID LANE LINEBARRIER LINESYELLOW TWO WAY4" 4"4"LEFT TURN ARROW6"TYP.12'-0"3'-0"TYP.3'-0" 1'-9"RIGHT TURN ARROW1'-0"2'-0"SIZE AS SHOWN ON PLANSTOP BAR AND LEGEND4' 18"2'6"TYP.12'-0"3'-0"TYP.NOTE:STOP LEGEND AND TURN ARROWS SHALL BE COLD LAIDTHERMOPLASTIC TAPE INSTALLED IN ACCORDANCE WITH D.O.T.SPECIFICATIONS. LONGITUDINAL MARKINGS SHALL BE INSTALLEDIN ACCORDANCE WITH D.O.T. SPECIFICATIONS.NOT TO SCALEPAVEMENT MARKINGSPAVEMENT MARKING DESIGNATIONSW/4" - SOLID WHITE LINE/WIDTHY/4" - SOLID YELLOW LINE/WIDTHDY/4" - DOUBLE YELLOW LINE/WIDTHSTRAIGHT ARROW711NOT TO SCALECONCRETE PAVEMENT SECTIONNOTES:1.VERIFY PAVEMENT AND AGGREGATE THICKNESS WITH GEOTECHNICAL REPORT.2.PROVIDE THIS PAVING SECTION WHERE INDICATED ON PLANS.6" THK. CONC. SLAB WITHWWF 6x6 - W5.4xW5.44" COMPACTED POROUS FILL, TYP.3XXXXXXXAS NOTED ON PLANSNOT TO SCALECONCRETE SIDEWALK DETAILLANDSCAPED AREANOTE:PROVIDE CONTROL JOINTS IN SIDEWALK AT 5'-0" O.C. AND EXPANSION JOINTS AT20'-0" O.C.; SEE DETAIL, THIS SHEET. BROOM FINISH WALKS AND SLOPE TO WASHAT 1.0% (MIN.) - 2.0% (MAX.).TOOLED EDGE4" CONCRETE SLABWITH 6x6 10GA. WWMCOMPACTED FILL6" POROUS FILLTOP OF PAVING/LANDSCAPED AREASEE SITE PLAN FOR TYPE AND THICKNESSTOOLED EDGE6SITE DETAILS SD-1PARKING AREASDRIVE AISLEASPHALT SECTIONCD8"SEE NOTE6"SEE NOTEDIMENSION & TYPEB2.5"2"A1.5"1.5"NOTE: COMPACTED SUBGRADE SHOULD BE AS SPECIFIED INSOIL REPORT.WEARINGSURFACEBINDER COURSECOMPACTEDSUBGRADECOMPACTED AGGREGATEBASE (OR SOIL CEMENTEQUAL)D C B ANOTE: SEE GEOTECHNICAL REPORT PREPARED BY GILES ENGINEERINGASSOCIATES, INC., DATED AUG. 25, 2021, FOR RECOMMENDATIONSREGARDING STABILIZATION OF PAVEMENT SUBGRADE.ASPHALT PAVEMENT SECTION 2NOT TO SCALE3'-6" OR AS REQUIRED TO ACHIEVE ADEQUATE BEARING CAPACITY 4'-0"2'-0"XXNOT TO SCALESTANDARD PIPE BOLLARD WITH CONCRETE BASEPROPOSED BOLLARDS TOBE FINISHED BLACKSLOPE CONCRETE AWAYFROM BOLLARDPOURED CONCRETE12" EXPANSION JOINTWITH SEALANT AT TOPPVC CAP6"Ø PIPE WITHCONCRETE FILL10WITH SIGN2'-0"MIN. HEIGHT TO BE 36" ABOVE FINISH GRADE TO THE BOTTOM OF SIGN3'-0"NOT TO SCALEGUARD POST W/SIGNSLOPE CONCRETE AWAYFROM BOLLARD6"Ø PIPE WITHCONCRETE FILLINSTALL YELLOW PVC SLEEVEW/McDONALD'S LOGOGALVANIZED STEEL POST SET48" (MIN.) IN PIPE BOLLARDPOUREDCONCRETEPVCCAPREQUIRED SIGNOR AS REQUIRED TO ACHIEVE ADEQUATE BEARING CAPACITY 1.ALL CONSTRUCTION SHALL COMPLY WITH LOCAL MUNICIPALITY AND COUNTY CODES AND STANDARDS. ALL CONSTRUCTIONSHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE OSHA, FEDERAL, STATE AND LOCAL REGULATIONS.2.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION PERMITS REQUIRED TO PERFOR M ALL THE WORK. THECONTRACTOR SHALL POST ALL BONDS, PAY ALL FEES, PROVIDE PROOF OF INSURANCE AND PROVIDE TRAFFIC CONTROLNECESSARY FOR THIS WORK.3.THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND CONTACT THE OWNER IF THERE ARE ANY QUESTIONSOR CONFLICTS REGARDING THE CONSTRUCTION DOCUMENTS AND/OR FIELD CONDITIONS SO THAT APPROPRIATE REVISIONSCAN BE MADE PRIOR TO CONSTRUCTION. ANY CONFLICT BETWEEN DRAWINGS AND THE SPECIFICATIONS SHALL BE CONFIR MED WITH THE CONSTRUCTION MANAGER PRIOR TO BIDDING.4.SHOULD ANY UNCHARTED, OR INCORRECTLY CHARTED, EXISTING PIPING OR OTHER UTILITY BE UNCOVERED DURINGEXCAVATION, CONSULT THE ENGINEER AND THE ARCHITECT IMMEDIATELY BEFORE PROCEEDING FURTHER WITH THE WORK INTHIS AREA.5.DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE OWNER OR OTHERS DURINGOCCUPIED HOURS EXCEPT WHEN SUCH INTERRUPTIONS HAVE BEEN AUTHORIZED IN WRITING BY THE OWNER, LOCALMUNICIPALITY AND/OR UTILITY CO MPANY. INTERRUPTIONS SHALL ONLY OCCUR AFTER ACCEPTABLE TE MPORARY ORPERMANENT SERVICE HAS BEEN PROVIDED.6.THE CONTRACTOR SHALL ABIDE BY ALL OSHA, FEDERAL, STATE AND LOCAL REGULATIONS WHEN OPERATING CRANES, BOOMS,HOISTS, ETC. IN CLOSE PROXIMITY TO OVERHEAD ELECTRIC LINES. IF CONTRACTOR MUST OPERATE EQUIP MENT CLOSE TOELECTRIC LINES, CONTACT THE POWER COMPANY TO MAKE ARRANGE MENTS FOR PROPER SAFEGUARDS.7.THE CONTRACTOR SHALL RESTORE ANY STRUCTURES, PIPE, UTILITY, PAVEMENT, CURBS, SIDEWALKS, LANDSCAPED AREAS, ETC.WITHIN THE SITE OR ADJOINING PROPERTIES DISTURBED DURING DEMOLITION OR CONSTRUCTION TO THEIR ORIGINALCONDITION OR BETTER, AND TO THE SATISFACTION OF THE OWNER AND LOCAL MUNICIPALITY. ALL COSTS TO CO MPLETE THISWORK SHALL BE INCLUDED IN THE BASE BID FOR THIS PROJECT.8.THE CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL AND MAINTAIN TRAFFIC DEVICES FOR PROTECTION OF PEDESTRIANS ANDVEHICLES CONSISTING OF DRUMS, BARRIERS, SIGNS, LIGHTS, FENCES AND UNIFOR M TRAFFIC CONTROLLERS IN ACCORDANCEWITH THE STATE DEPARTMENT OF TRANSPORTATION OR AS REQUIRED OR DIRECTED BY THE SITE ENGINEER ORCONSTRUCTION MANAGER OR LOCAL GOVERNING AUTHORITIES. CONTRACTOR SHALL MAINTAIN ALL TRAFFIC LANES ANDPEDESTRIAN WALKWAYS AT ALL TIMES UNLESS WRITTEN APPROVAL FRO M THE DEPART MENT OF TRANSPORTATION, LOCAL MUNICIPALITY, COUNTY, OR OTHER GOVERNING AUTHORITY IS RECEIVED.9.THE CONTRACTOR SHALL NOTIFY THE ENGINEER SHOULD ANY DISCREPANCY REGARDING THE PROPOSED WORK ORUNFORESEEN CONDITIONS ARISE PRIOR TO PROCEEDING FURTHER WITH THE AFFECTED WORK.10.THE CONTRACTOR SHALL PROVIDE AS-BUILT RECORDS OF ALL CONSTRUCTION (INCLUDING UNDERGROUND UTILITIES) TO THEOWNER AND THE ARCHITECT FOLLOWING COMPLETION OF CONSTRUCTION ACTIVITIES.11.REFER TO DETAIL SHEETS FOR EROSION AND SEDIMENT CONTROL, STOR M DRAINAGE, UTILITY, PAVING, CURBING, SIGNAGE,AND RETAINING WALL DETAILS AS APPLICABLE.12.PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH DEPART MENT OF TRANSPORTATION GUIDELINES AND SHALL BE EITHERCOLD LAID THERMOPLASTIC TAPE OR PAINTED AS DESIGNATED ON THE PLANS OR PAVE MENT MARKING DETAILS.13.SITE DIMENSIONS ARE REFERENCED TO THE FACE OF CURBS OR EDGE OF PAVING UNLESS OTHERWISE NOTED. ALL BUILDINGDIMENSIONS ARE REFERENCED TO THE OUTSIDE FACE OF THE STRUCTURE UNLESS OTHERWISE NOTED.14.ALL PAVING MATERIALS FURNISHED AND WORK COMPLETED SHALL BE IN STRICT ACCORDANCE WITH THE STATE DEPART MENT OF TRANSPORTATION GUIDELINES UNLESS OTHERWISE SPECIFIED.15.THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL RUBBISH, TRASH, DEBRIS, AND ORGANIC MATERIAL IN A LAWFUL MANNER.16.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS FOR BUILDING, WALLS, CONCRETE SLABS, ANDUTILITY SERVICE POINT CONNECTIONS AND NOTIFYING THE OWNER AND ENGINEER OF ANY CONFLICTS OR DISCREPANCIESPRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REFERENCE BUILDING CONSTRUCTION PLANS FOR EXACT LOCATIONS OFALL UTILITY CONNECTIONS TO BUILDINGS AND DOOR STEP LOCATIONS.17.PIPE BOLLARDS SHALL BE INSTALLED IN TRAFFIC AND LOADING AREAS AS REQUIRED TO PROTECT BUILDING CORNERS,RECEIVING AREAS, HYDRANTS, TRANSFORMERS, METERS, GENERATORS, CO MPACTORS, STEPS, AND RAILINGS, AS NECESSARY.18.THE OWNER, AT THEIR DISCRETION, RESERVES THE RIGHT TO MODIFY THE DETAILS AND STANDARDS OF CONSTRUCTION FORALL PRIVATE FACILITIES FROM THAT INDICATED ON THE APPROVED PLAN, PROVIDED THAT THE ALTERNATE STANDARDCOMPLIES WITH LOCAL CODE AND/OR UTILITY CO MPANY REQUIRE MENTS AND THE GENERAL DESIGN INTENT OF THE PROJECT ISNOT COMPRO MISED.19.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL PRODUCTS, MATERIALS AND PLAN SPECIFICATIONS TO THEARCHITECT AS REQUIRED FOR REVIEW AND APPROVAL, PRIOR TO FABRICATION OR DELIVERY TO THE SITE. ALLOW A MINI MU M OF 14 WORKING DAYS FOR REVIEW.20.THE CONTRACTOR SHALL REFERENCE ARCHITECTURAL PLANS FOR EXACT DIMENSIONS AND CONSTRUCTION DETAILS OFBUILDING ADDITIONS, ROOF DRAINS, RAISED CONCRETE SIDEWALKS, AND RAMPS.21.TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO THE STATE DEPART MENT OF TRANSPORTATION STANDARD DETAIL SHEETSAND THE MANUAL ON UNIFOR M TRAFFIC CONTROL DEVICES. SIGNS SHALL BE INSTALLED PLU MB.22.INFORMATION ON EXISTING UTILITIES HAS BEEN CO MPILED FRO M AVAILABLE INFOR MATION INCLUDING UTILITY CO MPANY AND MUNICIPAL RECORD MAPS AND FIELD SURVEY AND IS NOT GUARANTEED CORRECT OR CO MPLETE. UTILITIES ARE SHOWN TOALERT THE CONTRACTOR TO THEIR PRESENCE AND THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUALLOCATIONS AND ELEVATIONS OF ALL UTILITIES INCLUDING SERVICES. PRIOR TO DEMOLITION OR CONSTRUCTION, THECONTRACTOR SHALL CONTACT MISS UTILITY OF VIRGINIA WITHIN THREE (3) WORKING DAYS BEFORE CO M MENCE MENT OFWORK AT 1-800-552-7001 AND VERIFY ALL LOCATIONS.23.NO PART OF THE LOT IS LOCATED WITHIN ANY FLOODPLAIN AREAS.24.FIRE LANES SHALL BE ESTABLISHED AND PROPERLY DESIGNATED IN ACCORDANCE WITH THE LOCAL MUNICIPALITY AND LOCALFIRE DEPARTMENT REQUIRE MENTS.STANDARD CONSTRUCTION NOTESSIGN DETAILSFACE DETAILS:PIGMENTED ABS PANEL TOMATCH PMS 425C WITH MATTEFINISH SCREENED WHITE"RESERVED DRIVE THRU "COPY, YELLOW REFLECTIVEVINYL CIRCLES.FACE DETAILS:PIGMENTED ABS PANEL TOMATCH PMS 425C, MATTEFINISH YELLOW PMS 123C,RED 485C AND WHITE GRAPHICS.ILLUMINATION: N/AILLUMINATION: NON-ILLUMINATEDFACE DETAILS:PIGMENTED ABS GREY #3849PANEL TO MATCH PMS 425CWITH MATTE FINISH SCREENEDWHITE "McDELIVERY COURIERPARKING" COPY, YELLOW PMS 123C"M" LOGO.ILLUMINATION: N/A12NOT TO SCALECONCRETE MEDIAN CURBSCALE: 1" = 10'-0"CONCRETE MEDIAN DETAIL1415SURFACEBASESUBBASECLASS A3 CONCRETE2" RCOMPACTED SUB-GRADE6" THK. COMPACTEDSTONE SUBBASETHE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) ORINCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OFCURB WALL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENTSUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN.NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE ORAN INCREASE IN DEPTH.4"6"6" 18"REINFORCED5" THICK CONCRETEMEDIAN SLAB1% SLOPEMEDIAN AREANOT TO SCALEVDOT ROADWAY & SIDEWALK - SECTION (AYLOR ROAD)16NOTE:SEE SHEET SD-5 /8 FOR PLAN REFERENCE. 7/10/23 6/30/236/30/23 6/30/236/30/23 ElevationStationNEW AYLOR DRIVE7507557607507557600+00.000+50.000+75.00 ℄EXISTINGGRADE6.75%SLOPEEDGE OFTRAVEL LANERIGHT-OF-WAY13'-3"*752.38*754.10*752.602.57%SLOPE2.79%SLOPE9'-4"27'-11"*753.10*753.7375 0GRASSASPHALTPARKING LOTASPHALTNOW OR FORMERLYKBMM REAL ESTATE INVESTMENTS, LLCINSTRUMENT NO. 2018-9924TAX PARCEL 85-4-5A75575475 6 757755ZZZZ267. 3 4 'ZONING DISTRICT B-1(NEIGHBORHOOD BUSINESS)ZONING DISTRICT B-1(NEIGHBORHOOD BUSINESS)IRON PINW/CAP SETIRON PINW/CAP SETTEMPORARY CONSTRUCTIONEASEMENT FOR SLOPESCONC. CURB & GUTTERCONC. MEDIAN755752753754756757751752 753 755 756 752753754754USE: OFFICE BUILDINGR/WZZNOW OR FORMERLYCOMMONWEALTHOF VIRGINIAINSTRUMENT NO.2018-9479CONC. MEDIANR=551.50'L=54.63'CH.BRG.=S 18°03'33" WCH.DST.=54.61'NEWAYLOR ROAD(URBAN COLLECTOR - 40 MPH)(PUBLIC ROAD-PAVED ASPHALT)DASHED WHITE LINEDOUBLE YELLOW LINEYELLOW LINEYELLOW LINEYELLOW LINEYELLOW LINEDOUBLE YELLOW LINEWHITE LINECONC. CURB & GUTTER35' BUILDING RESTRICTION LINENO PARKINGLOADING ZONER=1043.50'L=209.08'CH.BRG.=S 15°09'25" WCH.DST.=208.73'75875875975975575475575675314'-6"SIGHT DISTANCE LEFT = 445 FT.SIGHT DISTANCEPOINT BSIGHT DISTANCEPOINT A(EYE HEIGHT 3.5' - SETBACK 14'-6")AAR/WNEW AYLOR ROADElevation StationSIGHT DIST7457507557607657707457507557607657700+00.000+50.001+00.001+50.00 2+00.00 2+50.00 3+00.00 3+50.00 4+00.00 4+45.00 POINT 'B' - 3.5' ABOVE GRADEALONG CENTERLINE OF SOUTHBOUND LANEELEV.: 763.19POINT 'A' - 3.5' ABOVE GRADEFROM DRIVEWAY (SETBACK 14'-6")ELEV.: 756.50LINE OF SIGHTLINE OF SIGHTElevationStationOLD AYLOR-NORTH7507557507550+00.000+50.000+75.00 EXISTINGGRADE℄EDGE OFTRAVEL LANERIGHT-OF-WAY*752.0529'-5"*751.50*752.802.27%SLOPE0.43%SLOPE*751.3827'-11"Elevation StationOLD AYLOR-SOUTH7507557507550+00.00 0+50.00 0+60.00 ℄RIGHT-OF-WAY EDGE OF TRAVEL LANE*750.43751.6519'-9"19'-4"1.71%SLOPE6.02%SLOPEPROPOSEDGRADEEXISTINGGRADE*750.13*750.46GRASSMcDONALD'S TOWER SIGNHEIGHT=35'OLD AYLOR ROAD(A.K.A. VA ROUTE 647, VARIABLE WIDTH)(PUBLIC ROAD-PAVED ASPHALT)IRON PINW/CAP SETIRON PINW/CAP SETREMAINING PARCEL AREA=2.384 ACRES 103,863 SQ. FT.RIP RAPDOUBLE YELLOW LINEDOUBLE YELLOW LINECONC. CURB & GUTTERWHITE LINE35' BUILDING RESTRICTION LINEVDOTMONUMENTFOUNDDRIVE THRU DRIVE THRUGRASS 752751752TCBC754.20753.70TCBC752.90752.40DELIVERYDELIVERYTCBC**752.30751.87TCBC**751.85751.65TCBC754.31753.81754.20BBCCDDElevation Stationold aylor-drive 27487507557487507550+00.00 0+50.00 0+60.00 ℄EDGE OF TRAVEL LANE RIGHT-OF-WAYEXISTINGGRADE25'-6"13'-7"*752.00*751.10*750.20*750.106.62%SLOPE3.53%SLOPESITE IDENTIFICATION RESTAURANT LOCATION DATE DRAWN DRAWN BY 0450247-06461 08/17/2023 BJC 1131 AYLOR ROAD FREDERICK COUNTY VIRGINA BYDESCRIPTIONDATEREV R ADDRESS OFFICE THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF McDONALD'S CORPORATION AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. TWO DEMOCRACY CENTER - 6903 ROCKLEDGE DR., SUITE 1100 - BETHESDA, MD 20817 BALTIMORE - WASHINGTON REGION Surveyors • Engineers • Site Planners 375 Northgate Drive Warrendale, PA 15086 Ph: (724) 934-2810 Fax: (724) 934-2811 mdmcadd@mdmllc.com www.mdmllc.com SURVEYORS & ENGINEERS, LLC BJCADDRESSED COUNTY REVIEW COMMENTS10/27/202301VDOT NOTES & DETAILS SD-51STANDARD PAVEMENT EDGEDRAIN (VDOT 108.07)NOT TO SCALE1.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 SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSIONAND SEDIMENT CONTROL REGULATIONS, AND ANY OTHER APPLICABLE STATE, FEDERAL OR LOCAL REGULATIONS. IN CASE OF A DISCREPANCY OR CONFLICT BETWEEN THE STANDARDS OR SPECIFICATIONS AND REGULATIONS, THE MOSTSTRINGENT SHALL GOVERN.2.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.3.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 AREA PROTECTION MANUAL. A TRANSPORTATIONMANAGEMENT PLAN NEEDS TO BE SUBMITTED FOR APPROVAL AND LAND USE PERMIT ISSUED PRIOR TO ANY EXECUTION OF WORK WITHIN THE VDOT RIGHT-OF-WAY.4.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 OR PRIVATE/PUBLIC UTILITY COMPANIES. IT ISTHE SOLE RESPONSIBILITY OF THE DEVELOPER TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS THAT MAY BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY. VDOT APPROVAL OF THESE PLANS DOES NOT INDEMNIFY THEDEVELOPER FROM THIS RESPONSIBILITY.5.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 EXPENSE INCURRED AS A RESULT OF ANY FIELDREVISION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER.6.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 OF THE CONTRACTOR(S), VARIOUS COUNTYAGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK.7.THE CONTRACTOR SHALL NOTIFY THE LOCAL VDOT LAND DEVELOPMENT OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOR REQUIRES AND SHALL RECEIVE 48 HOURS ADVANCE NOTICE PRIOR TO ANYREQUIRED OR REQUESTED INSPECTION.8.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 TO PROVIDE NOTIFICATION OF THEINSTALLATION AND REMOVAL OF THE WORK ZONE.9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A VDOT PERMITTED TEMPORARY CONSTRUCTION ENTRANCE(S) IN ACCORDANCE WITH SECTION 3.02 OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION.10.CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION.11.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 UNDER ROADWAY DRAINAGE FACILITIES AT CONFLICTPOINTS.12.ANY UNUSUAL SUBSURFACE CONDITIONS (e.g. UNSUITABLE SOILS, SPRINGS, SINKHOLES, VOIDS, CAVES, ETC.) ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEERAND VDOT. WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT.13.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 BE PRESENT 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 SHALL BE CLEARLY IDENTIFIED AND LABELED AS BELONGING TO A PROJECT TO BEACCEPTED BY VDOT AND THAT TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE VDOT STANDARDS AND PROCEDURES.14.ALL ROADWAY FILL, BASE, SUBGRADE MATERIAL, AND BACKFILL IN UTILITY/STORM SEWER TRENCHES SHALL BE COMPACTED IN ACCORDANCE WITH THE LIFT THICKNESS, DENSITY AND MOISTURE REQUIREMENTS AS SPECIFIED IN THE CURRENTVDOT ROAD AND BRIDGE SPECIFICATIONS. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE.15.VDOT STANDARD CD AND UD UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND/OR AS SPECIFIED BY VDOT.16.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 PIPE CULVERTS. FOR PIPE CULVERTS, AMINIMUM OF ONE PIPE INSTALLATION FOR EACH SIZE OF EACH MATERIAL TYPE WILL BE INSPECTED OR TEN PERCENT OF THE TOTAL AMOUNT FOR EACH SIZE AND MATERIAL TYPE SUMMARIZED. ALL PIPE INSTALLATIONS ON THE PLANS NOTIDENTIFIED AS STORM SEWER PIPE SHALL BE CONSIDERED AS CULVERT PIPE FOR INSPECTION PURPOSES. ADDITIONAL TESTING MAY BE REQUIRED AS DIRECTED BY THE AREA LAND USE ENGINEER OR THEIR REPRESENTATIVE.17.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 THE DEVELOPER.18.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 UNIFORM TRAFFIC CONTROL DEVICES.19.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 MATERIALS UTILIZED WITHIN ANY DEDICATED STREETRIGHT-OF-WAY MUST BE PROVIDED TO THE LOCAL VDOT LAND DEVELOPMENT OFFICE PRIOR TO ACCEPTANCE OF THE WORK. UNIT AND TOTAL PRICES MAY BE OBSCURED.20.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 IN ACCORDANCE WITH SECTION 304 OF THE VDOTROAD AND BRIDGE SPECIFICATIONS AND VTM-10. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. INADDITION TO CHECKING STONE DEPTHS, A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE DENSITY CONTROL STRIP.21.ASPHALT CONCRETE PAVEMENTS SHALL BE PLACED IN ACCORDANCE WITH SECTION 315 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. DENSITY SHALL BE DETERMINED USING THE DENSITY CONTROL STRIP AS SPECIFIED IN SECTION 315AND VTM-76. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. A VDOT REPRESENTATIVE SHALL BE NOTIFIEDAND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE CONTROL STRIP.22.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 THE TYPE AND CONDITION OF THEFOUNDATION. THE CONTRACTOR SHALL REPORT FINDINGS OF FOUNDATION EXPLORATION TO THE ENGINEER AND VDOT FOR APPROVAL PRIOR TO PLACING PIPE. FOUNDATION DESIGNS SHALL COMPLY WITH VDOT ROAD AND BRIDGESTANDARD PB-1. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION IS ENCOUNTERED, THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION STABILIZATION SHALL BE DETERMINED BY THE ENGINEER AND APPROVED BYVDOT.23.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 THE GUARDRAIL LAYOUT TO BE GIVEN BY VDOTAFTER GRADING IS MOSTLY COMPLETE.24.APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF THE APPROVAL LETTER.25.VDOT STANDARD CG-12 CURB RAMPS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND/OR AS SPECIFIED BY VDOT.26.THE FOUNDATIONS FOR ALL BOX CULVERTS SHALL BE INVESTIGATED BY MEANS OF EXPLORATORY BORINGS ADVANCED BELOW PROPOSED FOUNDATION ELEVATION TO DETERMINE THE TYPE AND CONDITION OF THE FOUNDATION. THECONTRACTOR SHALL SUBMIT COPIES OF BOREHOLE LOGS AND REPORT FINDINGS OF FOUNDATION EXPLORATION TO THE ENGINEER AND VDOT FOR APPROVAL PRIOR TO CONSTRUCTION BOX. FOUNDATION DESIGNS SHALL COMPLY WITH VDOTROAD AND BRIDGE STANDARD PB-1. CONTRARY TO THE STANDARD, WHERE ROCK IS ENCOUNTERED AND CAST-IN-PLACE BOX IS PROPOSED, THE THICKNESS OF BEDDING SHALL BE SIX (6) INCHES. WHERE SOFT, YIELDING, OR OTHERWISEUNSUITABLE FOUNDATION IS ENCOUNTERED, THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION STABILIZATION SHALL BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT.VDOT GENERAL NOTES2COMBINATION 6" CURB AND GUTTER (VDOT 201.03)NOT TO SCALE3CG-12 DETECTABLE WARNING SURFACE (VDOT 204.01)NOT TO SCALE11NOT TO SCALE9PROFILE - SIGHT DISTANCE (NEW AYLOR ROAD)4DRIVEWAY PROFILE A-A (NEW AYLOR ROAD)VDOT STANDARD UD-4PAVEMENT EDGE DRAIN TO BEINCLUDED WITH ANY ENTRANCEMODIFICATIONS IF UD-4 ISDISCOVERED UNDER EXISTINGCURB AND GUTTER AT THE TIMEOF CONSTRUCTION.( IN FEET )GRAPHIC SCALE3001530601201 inch = 30 ft.VDOT TRAFFIC CONTROL - CH.6H(FIGURE TTC-16.1)5DRIVEWAY PROFILE B-B (OLD AYLOR ROAD-1)6DRIVEWAY PROFILE C-C (OLD AYLOR ROAD-2)8PLAN - SIGHT DISTANCE (NEW AYLOR ROAD)NOT TO SCALE10VDOT TRAFFIC CONTROL - CH.6H(FIGURE TTC-4.1)TYPICAL TRAFFIC CONTROLStationary Operation on a Shoulder - Figure TTC-4.1)TYPICAL TRAFFIC CONTROLOutside Lane Closure Operation on a Four Lane Roadway - Figure TTC-16.1)Stationary Operation on a Shoulder(Figure TTC-4.1)Outside Lane Closure Operation on a Four Lane Roadway (Figure TTC-16.1)7DRIVEWAY PROFILE D-D (OLD AYLOR ROAD-3)* INDICATES MATCH EXISTING GRADE.ADVISE McDONALD'S CONSTRUCTIONMANAGER OF ANY DISCREPANCIES