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HomeMy WebLinkAbout01-26 MDP© 2025 Microsoft Corporation © 2025 TomTom U:\Accounts\DMCON\DMCON25001 - D&M Site Plan\DESIGN\_SHEETS\CS0000.dwg PLOTTED: 6/15/2026 9:09 AM, BY: Britney Ford PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSDMCON25001 AS NOTED BEF 02-20-2026 MMAAPPROVED BY DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATE; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKLOCATION MAP Scale: 1" = 5000' CALL 1-800-552-7001 CALL BEFORE YOU DIG ALWAYS CALL 811 BEFORE YOU DIG IN VIRGINIA SECTION 56-265.17 REQUIRES THREE WORKING DAYS NOTICE TO UTILITIES BEFORE YOU EXCAVATE, DRILL OR BLAST VIRGINIA UTILITY PROTECTION SERVICE, INC. TICKET NUMBER(S): PREPARED BY: PENNONI ASSOCIATES INC. 117 East Piccadilly Street Winchester, VA 22601 T 540.667.2139 F 540.665.0493 2026-05-141ADD FUTURE PH. 2 WATERLINEBEFPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED PERMIT SET PREPARED FOR: OWNER/DEVELOPER D & M CONTAINER SERVICE 281 HARTSELL LANE STEPHENS CITY, VA 22655 540-869-3899 D & M CONTAINER SERVICE   MASTER DEVELOPMENT PLAN SITE PLAN #01-26 PIN 86-A-180 OPEQUON DISTRICT - FREDERICK COUNTY, VA ORIG SUBMISSION DATE: 02/27/2026 REVISED SUBMISSION DATE: 03/23/2026 D & M CONTAINER SERVICE281 HARTSELL LANE | STEPHENS CITY, VA 22655D & M CONTAINER SERVICE MASTER DEVELOPMENT PLAN1290 FAIRFAX PIKE | WHITEPOST, VAOPEQUON DISTRICTCOVER SHEETCS0000    03-23-2026  APPROVED BY FREDERICK COUNTY DIRECTOR OF PLANNING APPROVAL VALID FOR _____ YEARS. ________________________________________________________________________________ APPROVED BY DATE APPROVED BY FREDERICK COUNTY ADMINISTRATOR APPROVAL VALID FOR _____ YEARS. ________________________________________________________________________________ APPROVED BY DATE SITE LOCAL UTILITIES IN FREDERICK COUNTY RAPPAHANNOCK ELECTRIC CO-OP 137 KELLEY COURT FRONT ROYAL, VIRGINIA 22630 (540) 662-2037 VERIZON 404 HILLANDALE LANE WINCHESTER, VIRGINIA 22602 (540) 665-3156 COMCAST COMMUNICATIONS 195 RAINVILLE ROAD WINCHESTER, VIRGINIA 22602 (540) 504-0942 WASHINGTON GAS 350 HILLANDALE LN. WINCHESTER, VIRGINIA 22602 (540) 868-7913 FREDERICK WATER 315 TASKER ROAD STEPHENS CITY, VIRGINIA 22655 (540) 868-1061 VIRGINIA DEPARMENT OF HEALTH 10 BAKER STREET WINCHESTER, VIRGINIA 22601 (540) 722-3470 SHEET 1 OF 5 PREVIOUS APPROVALS REZONING #08-24 REZONING #06-25 PLAN SUBMISSION TRACKING 02-27-2026 PLANNING DEPARTMENT 03-18-2026 FM APPROVAL 03-20-2026 PW APPROVAL 03-23-2026 PLANNING DEPARTMENT 03-27-2026 INSPECTIONS APPROVAL 06-09-2026 FREDERICK WATER APPROVAL 06-11-2026 PLANNING APPROVAL Sheet List Table Sheet Number Sheet Title CS0000 Cover Sheet CS0001 General Notes & Legend CS0002 Rezoning & Proffers CS0003 GDP CS0004 MDP Michael Bollhoefer Digitally signed by Michael Bollhoefer Date: 2026.06.15 12:59:54 -04'00' U:\Accounts\DMCON\DMCON25001 - D&M Site Plan\DESIGN\_SHEETS\CS0001.dwg PLOTTED: 6/15/2026 9:09 AM, BY: Britney Ford PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSDMCON25001 AS NOTED BEF 02-20-2026 MMAAPPROVED BY DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 2026-05-141ADD FUTURE PH. 2 WATERLINEBEFAPPROVED PERMIT SET D & M CONTAINER SERVICE281 HARTSELL LANE | STEPHENS CITY, VA 22655D & M CONTAINER SERVICE MASTER DEVELOPMENT PLAN1290 FAIRFAX PIKE | WHITEPOST, VAOPEQUON DISTRICTGENERAL NOTES & LEGENDCS0001 SHEET 2 OF 5    03-23-2026  CG-6 CONCRETE SIDEWALK LIMITS OF CLEARING AND GRADING STORM SEWER WATERLINE CONTOURS UNDERGROUND ELECTRIC SERVICE SANITARY SEWER WITH MANHOLE PROPERTY LINE UTILITY POLE SIGN POST 744 LEGEND FIRE HYDRANT ASSEMBLY GAS LINE HY DSF SQUARE FEET SEC SECTION RTE ROUTE ROW RIGHT-OF-WAY FT FEET POLYVINYL CHLORIDE REINFORCED CONCRETE PIPE VIRGINIA DEPARTMENT OF WELDED WIRE MESH POINT OF VERTICAL INTERSECTION W/ FIRE HYDRANTF.H. WV WATER VALVE BEST MANAGEMENT PRACTICE BEGIN VERTICAL CURVE STATION BEGIN VERTICAL CURVE ELEVATION END VERTICAL CURVE STATION END VERTICAL CURVE ELEVATION DROP INLET DIAMETER DUCTILE IRON PIPE EROSION CONTROL ELEVATION END SECTION FINISHED FLOOR ELEVATION ELEV F.F.E. EVCS EX EVCE ES EXISTING DIP EA EC DIA DI EACH BENCHMARK CLEANOUT CONCRETECONC CL CO BVCS BVCE CLASS BLDG B.M. BMP BUILDING STR VERT WWM TYP VDOT RCP SHT STM PVC PVI STRUCTURE TYPICAL VERTICAL WITH SHEET STEAM HORIZ MECH MIN MSE INV MAX G.V. HORIZONTAL INVERT MAXIMUM MECHANICAL MINIMUM MECHANICALLY STABILIZED EARTH GATE VALVE AREA DRAINAD TRENCH DRAINTD LIMITS OF DISTURBANCELOD APPX.APPROXIMATELY OVERHEAD ELECTRICOHE UNDERGROUND ELECTRICUGE UGT UNDERGROUND TELEPHONE TELCO TELECOMMUNICATIONS WWF WELDED WIRE FABRIC CAST IRONCI STAINLESS STEELSS TREE PROTECTIONTP NORTH BOUND LANENBL SOUTH BOUND LANESBL BW BOTTOM OF WALL TOP OF WALLTW ON CENTER EACH WAY ON CENTEROC OCEW PROP PROPOSED DIAMETERØ MANHOLEMH FOR FUEL OIL RETURN FOS FUEL OIL SUPPLY CWR CWS CHILLED WATER SUPPLY CHILLED WATER RETURN MECHANICAL, ELECTRICAL, PLUMBINGMEP ABBREVIATIONS MLP METAL LIGHT POLE MSP METAL SIGN POLE F.H. ASSY FIRE HYDRANT ASSEMBLY HANDICAP PARKINGHCP BUILDING RESTRICTION LINEBRL ASPHALT PAVEMENT W S G E IV IRRIGATION VALVE NO PARKINGNP GENERAL CONSTRUCTION NOTES: 1.THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT AND PERFORM ALL WORK INCLUDING RESTORATION FOR THE COMPLETED INSTALLATION OF THE UTILITY SYSTEMS AND ALL OTHER IMPROVEMENTS SHOWN OR IMPLIED AS NECESSARY FOR THE COMPLETED FACILITY READY FOR USE. UNLESS OTHERWISE NOTED, SPECIFICATIONS FOR ALL WORK TO BE IN ACCORDANCE WITH APPLICABLE STANDARDS AND CONSTRUCTION SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION, FREDERICK COUNTY PUBLIC UTILITIES AND ENVIRONMENTAL MAINTENANCE AND THE CONTRACT DOCUMENTS. 2.THE ENGINEER HAS ATTEMPTED TO LOCATE EXISTING SUBSURFACE UTILITIES; HOWEVER, SUCH MAY EXIST THAT ARE NOT SHOWN. THE CONTRACTOR SHALL EXERCISE CARE IN THIS WORK SO AS TO AVOID DAMAGE TO ANY UTILITIES. ANY DAMAGE SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS PRIOR TO CONSTRUCTION. CALL "MISS UTILITY" 811. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT. ALL DIMENSIONS, ELEVATIONS AND LOCATIONS SHALL BE VERIFIED IN THE FIELD BY EACH CONTRACTOR PRIOR TO BEGINNING THE WORK. THE COUNTY ENVIRONMENTAL MAINTENANCE ENGINEER WILL APPROVE ALL CUT SHEETS. 4.ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF THE WORK SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND/OR THE OWNER. 5.ALL GRADING FOR IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA. ANY WORK PERFORMED OFFSITE IS THE CONTRACTOR'S RESPONSIBILITY. 6.CONTRACTOR TO OBTAIN, AT HIS EXPENSE, ALL PERMITS REQUIRED OF THIS WORK AND SHALL FAITHFULLY ADHERE TO THE PERMIT CONDITIONS IMPOSED. 7.ALL UNPAVED AREAS OF THE SITE WHICH ARE DISTURBED BY THIS CONSTRUCTION SHALL BE PROVIDED WITH 4" TOPSOIL, FERTILIZED, SEEDED, COMPACTED AND MULCHED. SEED BED TO BE WATERED AND CARED FOR AS NECESSARY TO PROVIDE A GOOD LAWN QUALITY GRASS COVER. AREAS NOT GRADED SHALL BE DISCED, LEVELED AND SEEDED TO ACHIEVE LAWN CONDITIONS. 8.WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF FREDERICK COUNTY. THE CONTRACTOR SHALL COORDINATE WITH THIS AGENCY AND ARRANGE FOR INSPECTION AS NECESSARY. EXACT LOCATIONS FOR WATER AND SEWER SERVICES TO BE DIRECTED BY THE FREDERICK COUNTY INSPECTOR IN THE FIELD. CONTRACTOR TO PROVIDE ASSISTANCE AS THE INSPECTOR MAY REQUIRE. 8A. CONTRACTOR SHALL PROVIDE THE PUBLIC UTILITIES DEPT. 24 HOUR NOTICE PRIOR TO TAPPING EXISTING WATER MAINS. 8B.PROPOSED WATER MAINS WILL REQUIRE TESTING IN ACCORDANCE WITH PUBLIC UTILITY SPECIFICATIONS. THE CONTRACTOR SHALL SCHEDULE THESE TESTS AND PROVIDE ASSISTANCE AS NECESSARY. 8C. SHOULD MAINTENANCE OF WATER OR SEWER LINES WITHIN EXISTING EASEMENTS REQUIRE DISTURBANCE OF PROPOSED IMPROVEMENTS, THE OWNER IS RESPONSIBLE FOR REPAIR OF THOSE ITEMS. 9.TEMPORARY TERMINATION OF SEWER LINES SHALL BE PLUGGED WATERTIGHT. THE END OF THE LINE SHALL BE MARKED WITH A TREATED 2 INCH X 4 INCH POST EXTENDING AT LEAST 18 INCHES ABOVE THE GROUND. THE TOP 6 INCHES SHALL BE PAINTED GREEN, AND THE CUT DEPTH TO THE LINE INVERT SHALL BE SHOWN. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY FREDERICK COUNTY. 10.AFTER REMOVAL OF ALL TOPSOIL, THE SUBGRADE SHOULD BE PROOF ROLLED WITH APPROVED CONSTRUCTION EQUIPMENT PRIOR TO FILL REPLACEMENT. ALL SUBGRADE AREAS SHALL BE STABLE PRIOR TO FILL PLACEMENT. ALL FILL AND BASE MATERIAL SHALL BE COMPACTED TO 100% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698 (STANDARD PROCTOR). LANDSCAPED AREAS SHALL BE COMPACTED TO 90% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE SAME STANDARD. COMPACTION TESTING SHALL BE PERFORMED BY A QUALIFIED GEOTECHNICAL ENGINEER REGISTERED IN THE COMMONWEALTH OF VIRGINIA OR A QUALIFIED REPRESENTATIVE UNDER DIRECT SUPERVISION OF THE ENGINEER. 11.ACCESS FOR EMERGENCY VEHICLES MUST BE MAINTAINED AT ALL TIMES. TEMPORARY STREET SIGNS MUST BE POSTED AS CONSTRUCTION BEGINS. ACCESS TO FIRE HYDRANTS IS NOT TO BE IMPEDED AT ANY TIME BY CONSTRUCTION MATERIALS, PARKED CARS ETC. 12.MANHOLE RIMS, VALVE BOXES, ETC. TO BE ADJUSTED TO MATCH PROPOSED ELEVATIONS SHOWN IN THESE PLANS. 13.IF BLASTING IS REQUIRED THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY FIRE DEPARTMENT PERMITS. FREDERICK COUNTY PUBLIC UTILITIES: 1.THE CONTRACTOR SHALL ADHERE TO THE STANDARDS AND SPECIFICATIONS IN EFFECT AT THE TIME OF CONSTRUCTION. 2.THE CONTRACTOR SHALL COORDINATE WITH AND ARRANGE FOR INSPECTION BY PUBLIC UTILITIES. 3.THE CONTRACTOR SHALL TIE-IN A NEW SEWER LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 4.WHEN AN EXISTING WATER (OR FORCED SEWER) MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: 4.a.CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIAL. 4.b.THE CONTRACTOR MUST: 4.b.1.MAKE APPLICATION AND PAY DEPOSIT 4.b.2.MARK THE TAP LOCATION 4.b.3.COORDINATE INSTALLATION WITH THE ENGINEERING-ASSISTANT. 5.EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE INSPECTOR. 6.PUBLIC UTILITIES SHALL FURNISH AND INSTALL ALL WATER METERS THROUGH 2" IN SIZE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. BEFORE A PERMANENT METER IS INSTALLED: 6.a.THE METER BOX, WITH ITS FRAME AND COVER, MUST BE PROPERLY ALIGNED WITH THE COPPERSETTER. 6.b.THE FRAME AND COVER SHALL BE SET TO FINAL GRADE. 6.c.THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE COPPERSETTER SHALL BE 24 INCHES. 6.d.ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER. 7.FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: 7.a.THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE ENGINEERING ASSISTANT. 7.b.SERVICE TAPS MAY BE MADE BEFORE PAYMENT OF FEES; HOWEVER, TAP FEES MUST BE PAID PRIOR TO SETTING METERS OR ISSUANCE OF BUILDING PERMITS. 7.c.PROVISION AND INSTALLATION OF METERS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY'S PUBLIC SERVICES STANDARDS MANUAL. 7.d.CONTRACTOR SHALL MAKE ALL TAPS AND SERVICE LINE INSTALLATIONS. THE CONTRACTOR SHALL FURNISH AND INSTALL THE METER VAULT ASSEMBLY. PUBLIC UTILITIES WILL INSTALL THE METER. 7.e.CONTRACTOR WILL INSTALL ALL SEWER LATERALS. 8.ANY WATER SERVICE LINE MUST HAVE A BACKFLOW PREVENTION ASSEMBLY (DETECTOR DOUBLE CHECK VALVE OR RPZ, AS REQUIRED). THE ASSEMBLY MUST MEET ASSE STANDARD NO. 1015 OR 1013. 9.ALL FIRE LINES SHALL HAVE A BACKFLOW PREVENTION ASSEMBLY (DETECTOR DOUBLE CHECK VALVE OR RPZ, AS REQUIRED). THE ASSEMBLY SHALL MEET ASSE STANDARD NO. 1048 OR 1047. PUBLIC UTILITIES TO REVIEW THE MECHANICAL PLAN(S) FOR DESIGN AND MATERIAL APPROVAL OF: 1) THE DOMESTIC WATER METER AND ITS BACKFLOW PREVENTION DEVICE, AND/OR 2) THE FIRE SERVICE LINE'S BACKFLOW PREVENTION DEVICE FREDERICK COUNTY STORMWATER COLLECTION SYSTEMS MATERIAL REQUIREMENTS 1.CONCRETE PIPE a.CIRCULAR REINFORCED CONCRETE CULVERT AND STORM SEWER PIPE SHALL BE IN ACCORDANCE WITH ASTM C76 AND BE CLASS III MINIMUM. b.ELLIPTICAL REINFORCED CONCRETE CULVERT AND STORM SEWER PIPE SHALL BE IN ACCORDANCE WITH ASTM C507. c.GASKETED JOINTS SHALL BE BELL AND SPIGOT WITH RUBBER GASKET SEAL IN ACCORDANCE WITH ASTM C443. TONGUE AND GROOVE JOINTS SHALL BE SEALED WITH MORTAR OR PRE-FORMED FLEXIBLE SEALANT PER ASTM C990, OR OTHER SUITABLE SEALANT. 2.CORRUGATED PLASTIC PIPE a.PIPE SHALL BE IN ACCORDANCE WITH AASHTO M294 OR ASTM F2306. b.PIPE SHALL BE JOINED USING A BELL AND SPIGOT JOINT MEETING AASHTO M252, AASHTO M294, OR ASTM F2306. THE JOINT SHALL BE SOIL-TIGHT AND GASKETS, WHEN APPLICABLE, SHALL MEET THE REQUIREMENTS OF ASTM F477. GASKETS SHALL BE INSTALLED BY THE PIPE MANUFACTURER AND COVERED WITH A REMOVABLE WRAP TO ENSURE THE GASKET IS FREE FROM DEBRIS. A JOINT LUBRICANT SUPPLIED BY THE MANUFACTURER SHALL BE USED ON THE GASKET AND BELL DURING ASSEMBLY. c.FITTINGS SHALL CONFORM TO AASHTO M252, AASHTO M294 OR ASTM F2306. BELL AND SPIGOT CONNECTIONS SHALL UTILIZE A SPUN-ON OR WELDED BELL AND VALLEY OR SADDLE GASKET MEETING THE SOIL-TIGHT JOINT PERFORMANCE REQUIREMENTS OF AASHTO M252, AASHTO M294 OR ASTM F2306. d.ALL INSTALLATION OF CORRUGATED PLASTIC PIPE SHALL BE PER THE MANUFACTURER’S SPECIFICATIONS. 3.DROP INLETS a.STANDARD DROP INLETS SHALL BE PER THE VDOT SPECIFICATIONS. b.FOR DROP INLETS IN SHALLOW CONDITIONS, STRUCTURES SHALL BE CONSISTENT WITH STANDARD DETAIL SD-04 OR SHALL BE A PRECAST OR CAST-IN-PLACE CONCRETE BOX WITH A TOP CONSISTENT WITH STANDARD DETAIL SD-05. c.FOR DROP INLETS REQUIRING A MANHOLE FRAME AND COVER FOR ACCESS, THE MANHOLE FRAME AND COVER SHALL BE AS MANUFACTURED BY NEENAH FOUNDRY PER STANDARD DETAIL SD-06, OR APPROVED EQUAL. FRAMES AND COVER SHALL BE MANUFACTURED IN THE UNITED STATES. 4.MANHOLES a.STORM MANHOLES SHALL BE PER VDOT SPECIFICATIONS. b.FRAMES AND COVERS SHALL BE AS MANUFACTURED BY NEENAH FOUNDRY PER STANDARD DETAIL SD-03 OR APPROVED EQUAL. c.ANY BRICK MANHOLE THAT IS AFFECTED BY CONSTRUCTION (TAPPED, RAISED OR OTHERWISE MODIFIED) MUST BE BROUGHT UP TO CURRENT STANDARDS. GM GAS METER TRANSPORTATION PROFFER SATISFACTION NOTICE: PROFFER REQUIREMENT 1.1 IN APPROVED REZONING #06-25 STATES: "THE OWNER SHALL RESERVE ADDITIONAL RIGHT-OF-WAY ALONG FAIRFAX PIKE TO CONSTRUCT FUTURE ROAD FRONTAGE IMPROVEMENTS. THE RESERVATION WILL LOCATE THE NEW ROUTE 277 FAIRFAX PIKE RIGHT-OF-WAY LINE 52.5' FROM THE CENTERLINE OF THE EXISTING ROADWAY FRONTING THE SUBJECT PROPERTY. SAID RIGHT OF WAY SHALL BE DEDICATED WITHIN 90 DAYS OF RECEIVING WRITTEN NOTICE FROM FREDERICK COUNTY." THIS REQUIREMENT HAS BEEN MET . SITE DEVELOPMENT SUMMARY PIN # 86-A-180 ZONING M-1 LIGHT INDUSTRIAL SITE AREA 13.5703 AC. SITE LOCATION 1290 FAIRFAX PIKE CURRENT USE RESIDENTIAL PROPOSED USE COMMERCIAL FLOOD PLAIN FEMA FLOOD MAP #51069C0350E eff. 1/29/2021 ZONE: X - AREA OF MINIMAL FLOOD HAZARD PHASE 1 (M-1 USE)4.190 AC. PHASE 2 (FUTURE FLEX-TECH USE)9.380 AC. SETBACK REQUIREMENTS FRONT SIDE REAR M-1 USE 75 FT.25 FT.25 FT. FLEX-TECH USE 30 FT.30 FT.120 FT. §165-204.06 FLEX-TECH USES: FREDERICK COUNTY ZONING ORDININANCE A.Permitted uses. All uses allowed in the B2, B3, M1 and TM Districts will be permitted in a flex-tech development. [Amended 3-8-2023] (1)Primary use. The primary use shall be a use permitted by the zoning district in which the development is located. The primary use shall occupy a minimum of 75% of an establishment, measured in gross floor area of the unit. (2)Accessory use. The accessory use shall be a use permitted in flex-tech but not necessarily in the district in which the development is located. B.The flex-tech development shall only be permitted within approved master planned developments, the approved master plan shall indicate location of the flex-tech development. C.All flex-tech developments shall adhere to a site plan that has been approved by the Frederick County Zoning Administrator and complies with the requirements set forth in this chapter and to the following flex-tech design standards: (1)Individual unit size dimensional requirements. Maximum unit sizes shall be 20,000 square feet. (2)Site layout requirements. (a) Loading bays. [1] All loading bays shall be located so that they are not visible from road rights-of-way. All loading bays shall be screened from view by the building, landscaping, walls or decorative fencing. [2] Except during the process of loading or unloading, trucks and trailers shall not be parked outside the building, unless parked in screened areas not visible from adjacent road rights-of-way or properties. [3] The Zoning Administrator may waive any and all of the loading bay location and screening requirements when a site is bordered by two or more road rights-of-way. In no case shall a loading bay be visible from an arterial or collector road, as identified by the Frederick County Comprehensive Policy Plan. [Amended 9-26-2012] (b) Minimum on-site building separation shall be as follows: [1] Front yard: 30 feet. [2] Side yard: 30 feet. [3] Rear yard: 120 feet. (c) Entrances onto the site shall clearly separate automobile traffic from truck traffic. Automobile parking and truck loading areas shall be clearly separated. (d) Parking areas shall be designed to accommodate the most intensive use of the structures. Parking may be constructed in phases to reflect required parking for the actual occupying uses, as determined by the application for a certificate of occupancy and/or change of use permit. (e) All uses shall be conducted entirely within enclosed structures. U:\Accounts\DMCON\DMCON25001 - D&M Site Plan\DESIGN\_SHEETS\CS0002.dwg PLOTTED: 6/15/2026 9:09 AM, BY: Britney Ford PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSDMCON25001 AS NOTED BEF 02-20-2026 MMAAPPROVED BY DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 2026-05-141ADD FUTURE PH. 2 WATERLINEBEFAPPROVED PERMIT SET D & M CONTAINER SERVICE281 HARTSELL LANE | STEPHENS CITY, VA 22655D & M CONTAINER SERVICE MASTER DEVELOPMENT PLAN1290 FAIRFAX PIKE | WHITEPOST, VAOPEQUON DISTRICTREZONING & PROFFERS#06-25CS0002    03-23-2026  SHEET 3 OF 5 FAIRFAX P IKE - RT -277 PIN 86-A-180 JIMMY A. JOHNSON, ET ALS INST# 2023-291 13.631 AC. ZONE: RA PIN 86-A-183 Elizabeth A. & Elwood L. Fletcher, Jr. Inst. #2001-1918 14.04 AC. Zoned: RA PIN 86-A-182 Roger E. Santos Molina Inst.#2020-10260 0.49 AC. Zoned: RA PIN 86-A-181 Cesar & Elvira Yong, ET ALS Inst.# 2022-786 0.51 AC. Zoned: RA PIN 86-A-179B Samuel Fletcher Inst.# 2018-8732 2.00 AC Zoned: RA PIN 86-A-179F Steven Thomas & Rebecca Y. Jenkins Inst.# 2003-8828 5.00 AC Zoned: RA PIN 86-A-179 Tamberla Jo & Vernon Carlson, Jr. Inst.# 2022-11968 29.00 AC. Zoned: RA PIN 86-A-217 Janet M. Barr DB 761, PG 763 42.00 AC. Zoned: RA PIN 86-A-170 Benjamin L. Ridings Inst.#2014-6280 5.23 AC. Zoned: RA PIN 86-A-172 George E. Scheulen DB 384 PG 452 1.51 AC. Zoned: RA PIN 86-A-176 Gagandeep Kaur & Mandip Kaur Inst.#2023-9192 1.00 AC. Zoned: RA PIN 86-A-173 George E. Scheulen DB 387 PG 378 1.50 AC. Zoned: RA REZONE TO M1 LIGHT INDUSTRIAL ±13 ACRES EXISTING HOUSE TO REMAIN AS BUSINESS OFFICE EXISTING ENTRANCE TO BE CLOSED AND ENTRANCE RELOCATED PROPOSED RELOCATED ENTRANCE 85 ADT PHASE II FUTURE M1 USE PHASE I M1 USE U:\Accounts\DMCON\DMCON25001 - D&M Site Plan\DESIGN\CS\DMCON24001-CS-GDP.dwg PLOTTED: 4/30/2014 1:23 PM, BY: Britney Ford PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSDMCON24001 AS NOTED BEF 02-20-2026 MMAAPPROVED BY DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTOR ANDOWNER MUST BE NOTIFIED OF ANY DISCREPANCIES BEFOREPROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 2026-05-141ADD FUTURE PH. 2 WATERLINEBEF00 60'120' GRAPHIC SCALE 1"=60'APPROVED PERMIT SET GENERAL DEVELOPEMENT PLAND&M CONTAINERTM# 86-A-180OPEQUON DISTRICTCS0003 SHEET 4 OF 5    03-23-2026  VICINITY MAP 1" = 2,000' SITE HUDSON HOLLOW ROADWHITE OAKROAD PHASE 1 4.190 AC. M-1 USE PHASE 2 9.380 AC. FUTURE M-1 FLEX-TECH USE FAIRFAX P IKEVA RTE 277 - 60 ' R /WHIGHWAY FUNCT IONAL CLASS : M INOR ARTER IALSPEED L IM IT : 55 MPH | ADT : 7 ,050 (SOURCE : F IELD STUDY )PRIVATEDRIVEWAY (1304 )PRIVATEDRIVEWAY (1301 )PRIVATEDRIVEWAY (1261 )PRIVATEDRIVEWAY (1256 )EX. EDGE OF PAVEMENTEX. EDGE OF PAVEMENTEX. EDGE OF PAVEMENTEX. EDGE OF PAVEMENT EX. POND TO BE USED FOR FUTURE M-1 USE SWM (P2) ±2.85 AC. FORESTED PR. PROP. LINESOVERHEADUTILITY LINESEX. 50' ELEC. ESMT50.00'WPPWPPWPP(P1) ±0.52 AC. FORESTED (P2) ±0.27 AC. FORESTED (P1) ±0.26 AC. FORESTED EX. STRUCTURES (TO BE DEMOLISHED)S 62°34'44" E 151.38'S 62°13'25" E 160.04'S 62°37'54" E 125.92'(1008.28')(313.46') (525.61')(90.03') 75' INACTIVE ZONING BUFFER 25' ACTIVE ZONING BUFFER 75' INACTIVE ZONING BUFFER 25' ACTIVE ZONING BUFFER 75' SETBACK75' INACTIVE ZONING BUFFER25' ACTIVE ZONING BUFFER5' PARKING SETBACK 5' PARKING SETBACK 10' PARK ING SETBACK PH. 1 SWM PH. 1 SWM DRAINFIELD TO SERVE PH.1 EX. WELL TO SERVE PH.1PR. 6' OPAQUE FENCEPR. 50' INGRESS/EGRESS & UTILITIES EASMT 50.00'S 19°26'51" W 1321.74'S 66°19'54" E 386.38'N 22°28'39" E 886.40' N 19°57'05" E 615.64'N 89°32 '33" W 462 .80 ' 30' SETBACK 120' SETBACK30' SETBACK 30' SETBACK25' SETBACK 25' SETBACK25' SETBACK(APPROX) DRAINFIELD TO SERVE PH.2 (APPROX) WELL LOCATION TO SERVE PH.2 (APPROX) STRUCTURE (APPROX) OVERHEAD UTILITIES WATERLINE TO SERVE PH.2 26.35' EP T O E P 60.00' RO WEX. 12 " WATER MA INEX. 12 " WATER MA IN (G IS )PROPOSED PROPERTY L INE (AFTER DED ICAT ION)PROPOSED PROPERTY LINE6' TALL OPAQUE FENCE56LOCKABLE GATE113.01'0.50'168.71' 0.50' R = 5 . 0 R=10.0R=5.0R = 5 . 0 R=10.0R = 5 . 0 R=5.0R= 1 5 . 0 R=64.0 R=40.0R=50.0R=82.0 9+86 10+00 11+0012+0013+0014+0014+91 LP 10+10 Elev 728.70 HP 12+11.11 Elev 735.42 R = 3 5 . 0 6.00'8.00'FAIRFAIX PIKEUS RTE 522 FRONT ROYAL PIKERIDINGS LN APPRENTICE LN HUDSON H O L L O W R D PR. 6' OPAQUE F E NCE WATERLINE TO SERVE PH.2 PROPOSE D P RO P E R T Y L I N E (AFTER D ED I C A T I O N ) PROP OSE D P RO PE RT Y LI NE 6' TALL OP A QUE F EN C E 5 6 LOCKABLE GATE 113.01'0.50' 168.71' 0.50' R = 5 . 0 R=10.0R=5.0R = 5 . 0R=10.0R = 5 . 0 R=5.0R= 1 5 . 0 R=64.0R=40.0R=50.0R=82.09+8610+0011+0012+0013+0014+0014+91 LP 10+10 Elev 728.70 HP 12+11.11 Elev 735.42 R = 3 5 . 06.00' 8.00' NEW R/W LINE DECIDIOUS TREE (TYP) EVERGREEN TREE (TYP)SHRUB (TYP)5'5'5'4'3'2.5'HIKER BIKER TRAIL 0.5'10' SCREEN0.5'PROPERTY LINE 6' OPAQUE FENCE DECIDIOUS TREE (TYP) EVERGREEN TREE (TYP) SHRUB (TYP)5' 5' 5'2.5'2.5'2.5'10' SCREEN2.5'U:\Accounts\DMCON\DMCON25001 - D&M Site Plan\DESIGN\_SHEETS\CS0004.dwg PLOTTED: 6/15/2026 9:09 AM, BY: Britney Ford PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSDMCON25001 AS NOTED BEF 02-20-2026 MMAAPPROVED BY DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 2026-05-141ADD FUTURE PH. 2 WATERLINEBEF00 60'120' GRAPHIC SCALE 1"=60' APPROVED PERMIT SET D & M CONTAINER SERVICE281 HARTSELL LANE | STEPHENS CITY, VA 22655D & M CONTAINER SERVICE MASTER DEVELOPMENT PLAN1290 FAIRFAX PIKE | WHITEPOST, VAOPEQUON DISTRICTMDPCS0004 SHEET 5 OF 5 NORTH    03-23-2026  SITE DEVELOPMENT SUMMARY PIN # 86-A-180 ZONING M-1 LIGHT INDUSTRIAL SITE AREA 13.5703 AC. SITE LOCATION 1290 FAIRFAX PIKE CURRENT USE RESIDENTIAL PROPOSED USE COMMERCIAL FLOOD PLAIN FEMA FLOOD MAP #51069C0350E eff. 1/29/2021 ZONE: X - AREA OF MINIMAL FLOOD HAZARD PHASE 1 (M-1 USE)4.190 AC. PHASE 2 (FUTURE FLEX-TECH USE)9.380 AC. NOTES: 1.BOUNDARY SHOWN HEREON WAS TAKEN FROM FIELD RUN SURVEY PERFORMED BY MARSH & LEGGE ON MARCH 27, 2025. 2.NO COMMON OPEN SPACE IS BEING PROVIDED. 3.NO ENVIRONMENTALLY PROTECTED FEATURES, OR HISTORICAL LANDMARKS, EXIST ON SITE. 4.NO REGIONAL STORM WATER MANAGEMENT FACILITIES PROPOSED. STORM WATER MANAGEMENT FACILITIES WILL BE PROVIDED FOR ON-SITE. STORM WATER MANAGEMENT FACILITIES SHOWN ARE APPROXIMATE AND WILL BE EVALUATED AT TIME OF INDIVIDUAL SITE PLANS. 5.CONCEPTUAL STORM WATER MANAGEMENT FOR PHASE 1 (M-1 USE) PROVIDES FOR 2 DETENTION PONDS (QUANTITY ONLY). THE WESTERN DETENTION POND WILL MANAGE RUNOFF FROM THE WESTERN PORTION OF PHASE 1, WHILE THE DETENTION POND TO THE EAST WILL MANAGE RUNOFF FROM THE EASTERN PORTION OF PHASE 1. 6.NO WATER MAIN OR SANITARY SEWER MAIN CONNECTIONS ARE BEING PROPOSED. BOTH PHASES WILL PROVIDE FOR ON-SITE, PRIVATE TREATMENT FACILITIES AND WELL LOCATIONS. 7.DRAINFIELD AND WELL LOCATIONS SHOWN FOR PHASE 2 ARE APPROXIMATE. THE FINAL CONFIGURATION SHALL BE DETERMINED BY AN AOSE WITH APPROVAL FROM THE VIRGINIA DEPARTMENT OF HEALTH AT TIME OF SITE PLAN. 8.STRUCTURE AND OVERHEAD UTILITY CONNECTION SHOWN FOR PHASE 2 ARE APPROXIMATE AND WILL BE EVALUATED AT TIME OF SITE PLAN. VICINITY SKETCH 1" = 2000' NORTH FORESTED AREA AREA IN PH. 1 ±0.78 AC. APPROX. AREA TO BE DISTURBED ±0.72 AC. AREA IN PH. 2 ±3.12 AC. APPROX. AREA TO BE DISTURBED DETERMINED AT TIME OF SITE PLAN SITE CATEGORY C FULL SCREEN DISTANCE BUFFER DETAIL NOT TO SCALE THE BUFFER SHALL CONSIST OF A COMBINATION OF 1 3 DECIDUOUS TREES, 1 3 EVERGREEN TREES, AND 1 3 SHRUBS. DECIDUOUS TREES SHALL BE A MINIMUM OF ONE-AND-ONE-QUARTER-INCH (1.25") CALIPER, EVERGREEN TREES SHALL BE A MINIMUM OF FOUR FEET (4') IN HEIGHT, AND SHRUBS SHALL BE A MINIMUM OF EIGHTEEN INCHES (18") IN HEIGHT AT TIME OF PLANTING. FENCE IS BEING PROPOSED ALONG THE EASTERN PROPERTY LINE ADJOINING TM#86-A-179B. WESTERN PROPERTY LINE ADJOINING TM#86-A-181 HAS EXISTING FENCE. PROFFER 3.9 BUFFER DETAIL NOT TO SCALE THE BUFFER SHALL CONSIST OF A COMBINATION OF 1 3 DECIDUOUS TREES, 1 3 EVERGREEN TREES, AND 1 3 SHRUBS. DECIDUOUS TREES SHALL BE A MINIMUM OF ONE-AND-ONE-QUARTER-INCH (1.25") CALIPER, EVERGREEN TREES SHALL BE A MINIMUM OF FOUR FEET (4') IN HEIGHT, AND SHRUBS SHALL BE A MINIMUM OF EIGHTEEN INCHES (18") IN HEIGHT AT TIME OF PLANTING.