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59-22 Site Plan
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 TomTom SITE U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS0000.dwg PLOTTED: 10/19/2023 11:31 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS0000 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAM SHEET APPROVED BY OF1 77 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 540.665.0493APPROVED SITE PLAN LOCATION MAP Scale: 1" = 2000'NORTHCALL 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): 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602COVER SHEETSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTLOCAL UTILITIES 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 SITE DEVELOPMENT NOTES 1. TOPOGRAPHIC INFORMATION SHOWN HERON IS BASED ON AN ACTUAL FIELD SURVEY COMPLETED SEPTEMBER 7, 2021. BOUNDARY INFORMATION IS BASED AND PLATS OF RECORD THEN ORIENTED TO THE SURVEY BASED ON PROPERTY CORNERS FOUND. 2. ANY UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. 3. HORIZONTAL ORIENTATION IS BASED ON VA NAD 83 NORTH ZONE STATE GRID; VERTICAL DATUM IS BASED ON NAVD 88 ELEVATIONS ESTABLISHED USING GPS METHODS. 4 THIS MAP HAS BEEN ORIENTED TO THE VIRGINIA COORDINATE SYSTEM OF 1983, NORTH ZONE, NAD83(NA2011) EPOCH 2010.00, USING A REAL TIME NETWORK (RTN) GPS. WETLANDS AND OTHER WATERS OF THE U.S. (I.E., STREAMS) FLAGS, DATA POINTS, AND THE MONUMENTATION SHOWN WERE LOCATED IN THE FIELD USING RTN GPS AND CONVENTIONAL SURVEY METHODS. ACCURACY OF FIELD LOCATIONS OF WETLANDS MEETS OR EXCEEDS THE STANDARDS SET BY THE U. S. ARMY CORPS OF ENGINEERS MEMO CENAO-CO-R, DATED SEPTEMBER 30, 1998. FIELD LOCATIONS WERE COMPLETED ON OCTOBER 21, 2021. 5. THE BOUNDARY LINE INFORMATION SHOWN HEREON IS FOR INFORMATION PURPOSES ONLY AND DOES NOT CONSTITUTE A BOUNDARY SURVEY BY WETLAND STUDIES AND SOLUTIONS, INC. (WSSI). MONUMENTATION, INCLUDING TRAVERSE STATIONS AND FLY POINTS, SHOWN ON THIS DRAWING SHOULD BE USED TO ORIENT WETLAND LOCATIONS TO ANY FUTURE BOUNDARY, TOPOGRAPHIC, OR LOCATION SURVEY. 6. GEOTECHNICAL REPORT PREPARED BY TRIAD ENGINEERING, DATED SEPTEMBER 7, 2022. 7. .THE PRIVATE WATER AND SEWER SYSTEM PROVIDED FOR THE PROPOSED CONVENIENCE STORE CAN ONLY BE USED ON THE SUBJECT PROPERTY. 8. CONTRACTORS TO MAINTAIN TRAVELWAYS FOR CONFIDENCE LANE TRIPS DURING CONSTRUCTION. 9. TOPOGRAPHY SHOWN ON SIVERTSEN (PIN # 91-A-86) IS BASED ON LIDAR TOPOGRAPHY AND NOT FIELD LOCATED TOPOGRAPHY. 10. WETLAND DELINEATION SHOWN ON PLAN. WARNING FENCE TO BE PROVIDED PRIOR TO CONSTRUCTION START. PREPARED FOR: OWNER/DEVELOPERSHEETZ, INC. 5700 SIXTH AVENUE ALTOONA, PENNSYLVANIA 16602 1-800-487-5444 SHEETZ MIDDLETOWN SITE PLAN SITE PLAN #59-22 OPEQUON MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA ORIG SUBMISSION DATE: OCTOBER 05, 2022 REVISED SUBMISSION DATE: OCTOBER 19, 2023 RESPONSIBLE LAND DISTURBER THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. NAME:_____________________________________________________ CERTIFICATION #:___________________________________________ DATE: _____________________________________________________ APPROVED BY FREDERICK COUNTY ZONING ADMINISTRATOR SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE ________________________________________________________________________________ APPROVED BY DATE SHEET INDEX PG SHEET TITLE 1 CS0000 COVER SHEET 2 CS0001 GENERAL NOTES & LEGENDS 3 CS0002 SHEETZ GENERAL NOTES 4 CS1000 EXISTING CONDITIONS AND DEMOLITION PLAN 5 CS1001 BORING LOCATION PLAN 6 CS2000 EROSION AND SEDIMENT CONTROL NARRATIVE 7 CS2101 EROSION AND SEDIMENT CONTROL PLAN PHASE I 8 CS2102 EROSION AND SEDIMENT CONTROL PLAN PHASE I 9 CS2103 EROSION AND SEDIMENT CONTROL PLAN PHASE I 10 CS2200 EROSION AND SEDIMENT CONTROL PLAN PHASE II OVERALL 11 CS2201 EROSION AND SEDIMENT CONTROL PLAN PHASE II 12 CS2202 EROSION AND SEDIMENT CONTROL PLAN PHASE II 13 CS2300 PRE-DEVELOPMENT DRAINAGE AREA MAP 14 CS2301 POST-DEVELOPMENT DRAINAGE AREA MAP 15 CS2500 EROSION AND SEDIMENT COMPUTATIONS 16 CS2501 EROSION AND SEDIMENT CONTROL DETAILS 17 CS3050 RELIANCE ROAD GEOMETRIC PLAN 18 CS3051 RELIANCE ROAD GRADING PLAN 19 CS3052 CONFIDENCE LANE PLAN AND PROFILE 20 CS3100 SIGHT DISTANCE 21 CS3110 GUARDRAIL DESIGN 22 CS3200 TYPICAL ROAD SECTIONS 23 CS3201 RELIANCE ROAD SECTIONS 24 CS3202 RELIANCE ROAD SECTIONS 25 CS3203 RELIANCE ROAD SECTIONS 26 CS3204 RELIANCE ROAD SECTIONS 27 CS3205 RELIANCE ROAD SECTIONS 28 CS3206 RELIANCE ROAD SECTIONS 29 CS3207 RELIANCE ROAD SECTIONS 30 CS3300 MOT PLAN 31 CS3400 ROAD STRIPING PLAN 32 CS3401 ROAD STRIPING PLAN 33 CS3420 PARKING LOT STRIPING PLAN 34 CS3450 VEHICLE TRACKING 35 CS4000 OVERALL PLAN 36 CS4001 SITE PLAN 37 CS4002 SITE PLAN 38 CS4003 SITE PLAN 39 CS4101 GRADING PLAN 40 CS4102 GRADING PLAN 41 CS4103 GRADING PLAN 42 CS4104 GRADING PLAN 43 CS4500 SITE DETAILS 44 CS4501 SITE DETAILS 45 CS4502 SITE DETAILS 46 CS4503 SITE DETAILS 47 CS5001 UTILITY PLAN 48 CS5002 UTILITY PLAN 49 CS5100 SANITARY FORCEMAIN PROFILE 50 CS5101 SANITARY SEWER AND WATER PROFILES 51 CS5500 WATER AND SANITARY SEWER DETAILS 52 CS5501 WATER AND SANITARY SEWER DETAILS 53 CS5502 DRY UTILITIES DETAILS 54 CS6100 STORM PROFILES 55 CS6101 STORM PROFILES 56 CS6102 STORM PROFILES 57 CS6103 STORM PROFILES 58 CS6104 STORM PROFILES 59 CS6200 STORM COMPUTATIONS 60 CS6201 STORM COMPUTATIONS 61 CS6202 STORM COMPUTATIONS 62 CS6203 STORM COMPUTATIONS 63 CS6204 STORM COMPUTATIONS 64 CS6205 STORM COMPUTATIONS 65 CS6500 STORM DETAILS 66 CS6501 STORM DETAILS 67 CS6502 STORM DETAILS 68 CS6550 SWM UNDERGROUND STORAGE DETAILS 69 CS6551 SWM MAINTENANCE 70 CS7000 LANDSCAPE PLAN 71 CS7500 LANDSCAPE DETAILS 72 CS8000 LIFE SAFETY PLAN 73 CS8100 LIGHTING PLAN 74 CS8101 LIGHTING DETAILS 75 CS8102 LIGHTING DETAILS 76 CS9000 RETAINING WALL PLAN AND DETAILS 77 CS9500 WETLANDS DELINEATION U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS0001.dwg PLOTTED: 10/19/2023 10:15 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS0001 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAM SHEET APPROVED BY OF 77 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 540.665.0493APPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602GENERAL NOTES & LEGENDSSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTVDOT GENERAL NOTES VIRGINIA DEPARTMENT OF TRANSPORTATION STAUNTON DISTRICT REV. JUNE 19, 2013 V1. 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 EROSION AND 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 MOST STRINGENT SHALL GOVERN. V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AND VIRGINIA OCCUPATIONAL SAFETY & HEALTH (VOSH) RULES AND REGULATIONS. V3. WHEN WORKING WITHIN VDOT RIGHT-OF-WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VDOT'S WORK AREA PROTECTION MANUAL. A TRANSPORTATION MANAGEMENT PLAN NEEDS TO BE SUBMITTED FOR APPROVAL AND LAND USE PERMIT ISSUED PRIOR TO ANY EXECUTION OF WORK WITHIN THE VDOT RIGHT OF WAY. V4 THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY AND ALL UTILITIES, INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, CONTROLLERS, ETC., OWNED BY VDOT OR PRIVATE / PUBLIC UTILITY COMPANIES. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS THAT MAY BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY. VDOT APPROVAL OF THESE PLANS DOES NOT INDEMNIFY THE DEVELOPER FROM THIS RESPONSIBILITY. V5. DESIGN FEATURES RELATING TO FIELD CONSTRUCTION, REGULATIONS, AND CONTROL OR SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. ANY ADDITIONAL EXPENSE INCURRED AS A RESULT OF ANY FIELD REVISION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. V6. IF REQUIRED BY THE LOCAL VDOT LAND DEVELOPMENT OFFICE, A PRE-CONSTRUCTION CONFERENCE SHALL BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR (S), VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. V7. THE CONTRACTOR SHALL NOTIFY THE LOCAL VDOT LAND DEVELOPMENT OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT REQUIRES AND SHALL RECEIVE 48 HOURS ADVANCE NOTICE PRIOR TO ANY REQUIRED OR REQUESTED INSPECTION. V8. THE CONTRACTOR SHALL NOTIFY THE TRAFFIC OPERATIONS CENTER AT (540) 332-9500 FOR ANY TRAFFIC CONTROL PLAN THAT IMPACTS A VDOT MAINTAINED INTERSTATE OR PRIMARY ROADWAY TO PROVIDE NOTIFICATION OF THE INSTALLATION AND REMOVAL OF THE WORK ZONE. V9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A VDOT PERMITTED TEMPORARY CONSTRUCTION ENTRANCE(S) IN ACCORDANCE WITH SECTION 3.02 OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. V10.CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION. V11. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT RIGHT-OF-WAY SHALL HAVE A MINIMUM THIRTY-SIX (36) INCHES COVER AND WHEN POSSIBLE SHALL BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES AT CONFLICT POINTS. V12.ANY UNUSUAL SUBSURFACE CONDITIONS (E.G., UNSUITABLE SOILS, SPRINGS, SINKHOLES, VOIDS, CAVES, ETC.) ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND VDOT. WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. V13.ALL FILL AREAS, BORROW MATERIAL AND UNDERCUT AREAS SHALL BE INSPECTED AND APPROVED BY A VDOT REPRESENTATIVE PRIOR TO PLACEMENT OF FILL. A VDOT REPRESENTATIVE SHALL 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 BE ACCEPTED BY VDOT AND THAT TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE VDOT STANDARDS AND PROCEDURES. V14.ALL ROADWAY FILL, BASE, SUBGRADE MATERIAL, AND BACKFILL IN UTILITY/STORM SEWER TRENCHES SHALL BE COMPACTED IN ACCORDANCE WITH THE LIFT THICKNESSES, DENSITY AND MOISTURE REQUIREMENTS AS SPECIFIED IN THE CURRENT VDOT ROAD AND BRIDGE SPECIFICATIONS. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. V15.VDOT STANDARD CD AND UD UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND/OR AS SPECIFIED BY VDOT. V16. A POST INSTALLATION VISUAL/VIDEO CAMERA INSPECTION SHALL BE CONDUCTED BY THE CONTRACTOR ON ALL PIPES IDENTIFIED ON THE PLANS AS STORM SEWER PIPE AND A SELECT NUMBER OF PIPE CULVERTS. FOR PIPE CULVERTS, A MINIMUM OF ONE PIPE INSTALLATION FOR EACH SIZE OF EACH MATERIAL TYPE WILL BE INSPECTED OR TEN PERCENT OF THE TOTAL AMOUNT FOR EACH SIZE AND MATERIAL TYPE SUMMARIZED. ALL PIPE INSTALLATIONS ON THE PLANS NOT IDENTIFIED 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. V17.THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET RIGHT-OF-WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS THE RESPONSIBILITY OF THE DEVELOPER. V18.PRIOR TO VDOT ACCEPTANCE OF ANY STREETS, ALL REQUIRED STREET SIGNAGE AND/OR PAVEMENT MARKINGS SHALL BE INSTALLED BY THE DEVELOPER IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. V19.THE DEVELOPER SHALL PROVIDE THE VDOT LAND DEVELOPMENT OFFICE WITH A LIST OF ALL MATERIAL SOURCES PRIOR TO THE START OF CONSTRUCTION. COPIES OF ALL INVOICES FOR MATERIALS UTILIZED WITHIN ANY DEDICATED STREET RIGHT-OF-WAY MUST BE PROVIDED TO THE LOCAL VDOT LAND DEVELOPMENT OFFICE PRIOR TO ACCEPTANCE OF THE WORK. UNIT AND TOTAL PRICES MAY BE OBSCURED. V20.AGGREGATE BASE AND SUBBASE MATERIALS SHALL BE PLACED ON SUBGRADE BY MEANS OF A MECHANICAL SPREADER. DENSITY WILL BE DETERMINED USING THE DENSITY CONTROL STRIP IN ACCORDANCE WITH SECTION 304 OF THE VDOT ROAD 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. IN ADDITION 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. V21.ASPHALT CONCRETE PAVEMENTS SHALL BE PLACED IN ACCORDANCE WITH SECTION 315 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. DENSITY SHALL BE DETERMINED USING THE DENSITY CONTROL STRIP AS SPECIFIED IN SECTION 315 AND VTM-76. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE CONTROL STRIP. V22.IN ACCORDANCE WITH SECTION 302.03, THE FOUNDATIONS FOR PIPE CULVERTS THIRTY-SIX (36) INCHES AND LARGER SHALL BE EXPLORED BELOW THE BOTTOM OF THE EXCAVATION TO DETERMINE THE TYPE AND CONDITION OF THE FOUNDATION. 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 BRIDGE STANDARD 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 BY VDOT. V23.VDOT STANDARD GUARDRAIL SHALL BE INSTALLED WHERE WARRANTED AND/OR AS PROPOSED ON THESE PLANS IN ACCORDANCE WITH VDOT'S INSTALLATION CRITERIA. FINAL APPROVAL OF THE GUARDRAIL LAYOUT TO BE GIVEN BY VDOT AFTER GRADING IS MOSTLY COMPLETE. V24.APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF THE APPROVAL LETTER. V25.VDOT STANDARD CG-12 CURB RAMPS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND/OR AS SPECIFIED BY VDOT. V26.THE FOUNDATIONS FOR ALL BOX CULVERTS SHALL BE INVESTIGATED BY MEANS OF EXPLORATORY BORINGS ADVANCED BELOW PROPOSED FOUNDATION ELEVATION TO DETERMINE THE TYPE AND CONDITION OF THE FOUNDATION. THE CONTRACTOR SHALL SUBMIT COPIES OF BOREHOLE LOGS AND REPORT FINDINGS OF FOUNDATION EXPLORATION TO THE ENGINEER AND VDOT FOR APPROVAL PRIOR TO CONSTRUCTING BOX. FOUNDATION DESIGNS SHALL COMPLY WITH VDOT ROAD AND BRIDGE STANDARD PB-1. CONTRARY TO THE STANDARD, WHERE ROCK IS ENCOUNTERED AND CAST-IN-PLACE BOX IS PROPOSED, THE THICKNESS OF BEDDING SHALL BE SIX (6) INCHES. 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 BY VDOT. GENERAL CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT AND PERFORM ALL WORK INCLUDING RESTORATION 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 HEALTH, VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY, VIRGINIA DEPARTMENT OF HEALTH, THE CONTRACT DOCUMENTS AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS DATED JANUARY 2002; VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS DATED FEBRUARY 1, 2001; AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION WORK AREA PROTECTION MANUAL DATED JANUARY 1, 1996. 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 COMPANIES 72 HOURS PRIOR TO CONSTRUCTION. CALL "MISS UTILITY" 1-800-257-7777. 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. 4. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF THE WORK SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. 5. ALL GRADING FOR IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA. ANY WORK PERFORMED OFFSITE IS THE CONTRACTOR'S RESPONSIBILITY. 6. CONTRACTOR SHALL OBTAIN, AT HIS EXPENSE, PERMITS FROM FREDERICK COUNTY FOR LAND DISTURBANCE AND VIRGINIA DEPARTMENT OF TRANSPORTATION FOR WORK WITHIN VIRGINIA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY AND SHALL FAITHFULLY ADHERE TO THE PERMIT CONDITIONS IMPOSED. 7. TEMPORARY AND PERMANENT EROSION CONTROL STRUCTURES AND METHODS TO BE IN ACCORDANCE WITH THE VIRGINIA EROSION CONTROL GUIDELINES AND LOCAL ORDINANCES AND TO BE UTILIZED DURING THE CONSTRUCTION PERIOD. 8. ALL EROSION CONTROL STRUCTURES SHOWN OR AS REQUIRED DURING CONSTRUCTION SHALL BE CONTINUOUSLY MAINTAINED THROUGHOUT THE PERIOD IN WHICH AREAS ARE DENUDED. AREAS SHOWN TO BE SURFACED ARE TO HAVE STONE BASE INSTALLED AT THE EARLIEST POSSIBLE DATE AFTER ESTABLISHING GRADE. NO AREA IS TO REMAIN DENUDED FOR MORE THAN SEVEN CALENDAR DAYS WHEN CONSTRUCTION IS NOT IN PROGRESS. 9. ALL UNPAVED AREAS OF THE SITE WHICH ARE DISTURBED BY THIS CONSTRUCTION SHALL BE PROVIDED WITH FOUR INCH TOPSOIL, FERTILIZED, SEEDED OR SODDED WHEN NOTED, 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. 10. SANITARY GRAVITY SEWER, FORCE AND WATER MAINS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK WATER STANDARDS AND SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE WITH THIS AGENCY AND ARRANGE FOR INSPECTION BY THE AUTHORITY. 11. CONTRACTOR SHALL CLEAN UP AND RESTORE DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF PIPE-LAYING IN THE AFFECTED AREA. 12. THE CENTERLINE OF ALL NEW SANITARY GRAVITY SEWER, FORCE AND WATER SHALL BE MAINS STAKED BY CONTRACTOR AT ALL 100 FOOT STATIONS AND AT ALL BENDS. THE CONTRACTOR SHALL NOT PROCEED WITH CONSTRUCTION UNTIL THE ALIGNMENT HAS BEEN APPROVED BY THE OWNER. 13. DISINFECTION OF SANITARY GRAVITY SEWER AND FORCE MAIN ARE NOT REQUIRED. 14. CONTRACTOR SHALL RESTORE ALL EXISTING RESIDENTIAL DRIVEWAYS AND BUSINESS ENTRANCES TO THEIR ORIGINAL STATE, IF DAMAGED DURING CONSTRUCTION. 15. ALL UTILITIES WILL BE LOCATED UNDERGROUND. 16. CONTRACTOR TO COORDINATE WITH RAPPAHANNOCK ELECTRIC ON TIMING AND RELOCATION OF EXISTING POWER POLES. CONTRACTOR TO PROVIDE SUPPORT AS NECESSARY. TRAFFIC CONTROL NOTES: 1. THE CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS TO ALL RESIDENCES AND BUSINESSES FOR THE DURATION OF THE CONTRACT. 2. TRAFFIC SHALL BE MAINTAINED IN TWO DIRECTIONS ON ALL PUBLIC AND PRIVATE STREETS FOR THE DURATION OF THE CONTRACT. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL SIGNS, BARRIERS, FLAGMEN AND OTHER CONTROLS. 3. ALL TRAFFIC CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE MUTCD AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION WORK AREA PROTECTION MANUAL 4. THE CONTRACTOR SHALL CLOSE ALL OPEN TRENCHES IN PAVED AREAS AT THE END OF EACH WORK DAY WHEN POSSIBLE. IN AREAS WHERE THE TRENCH CANNOT BE CLOSED AT THE END OF THE WORK DAY DUE TO SEQUENCING OF WORK OR OTHER CONSTRAINTS, THE TRENCH MAY BE PROTECTED BY PROVIDING STEEL PLATING AND WARNING SIGNS. PLATING OF OPEN TRENCHES WILL NOT BE PERMITTED IN AREAS IN RISK OF COLLAPSING DUE TO UNSTABLE SOIL CONDITIONS. ALL STEEL PLATING OF TRENCHES SHALL BE APPROVED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 5. TRENCHES IN PAVED AREAS MAY BE TEMPORARILY MAINTAINED IN THE FOLLOWING MANNER UNTIL FINAL PAVEMENT RESTORATION IS COMPLETE: 5.1. RESIDENTIAL AREAS METHOD: STONE BACKFILL FLUSH WITH PAVEMENT SURFACE TIME LIMIT: 5 CALENDER DAYS METHOD: BITUMINOUS COLD PATCH, 2 INCH MINIMUM THICKNESS TIME LIMIT: 30 CALENDER DAYS BUSINESS 5.2. COMMERCIAL AND INDUSTRIAL AREAS METHOD: BITUMINOUS COLD PATCH, 2 INCH MINIMUM THICKNESS TIME LIMIT: 14 CALENDER DAYS ALL TEMPORARY PAVEMENT REPAIRS SHALL BE REGULARLY INSPECTED BY THE CONTRACTOR AND MAINTAINED IN A SAFE MANNER. TEMPORARY PAVEMENT REPAIRS SHALL BE SMOOTH AND REGULAR WITHOUT CREATING HAZARD TO VEHICULAR OR PEDESTRIAN TRAFFIC. 6. PAVEMENT REMOVAL SHALL BE ACCOMPLISHED BY CREATING A STRAIGHT LINE SAW CUT OF A MINIMUM OF TWO INCHES IN DEPTH AT THE LIMITS OF THE REMOVAL. CONCRETE SURFACES MAY BE REMOVED TO THE NEAREST JOINT IN LIEU OF SAW CUTTING IF A CLEAN STRAIGHT EDGE CAN BE CREATED PRIOR TO REPAIR INSTALLATION. LOCATOR MARKERS LOCATOR MARKERS (BURIED TRANSPONDERS) SHALL BE PLACED DIRECTLY OVER THE PIPE. MARKERS SHALL BE PLACED AT: 1. 50-FEET INTERVALS 2. EACH BEND 3. THE END OF EACH JOINT THAT IS DEFLECTED 4. ANY ADDITIONAL LOCATION THE AUTHORITY'S ENGINEER SHALL DIRECT. TEST HOLE ......................... PARKING SPACES NUMBER ............. BUILDING WALL ..................... DOOR LOCATION ..................... LIMITS OF GRADING ................. BENCHMARK ......................... 77 PROPOSED CG-6R TREE LINE ......................... TREE .............................. SANITARY STRUCTURE LABEL .......... WATER METER ....................... SPOT SHOT ......................... SIGN .............................. FIRE HYDRANT ...................... STREET LIGHT ...................... UTILITY POLE ...................... WATER VALVE ....................... TRAFFIC SIGNAL POLE ............... FENCE LINE ........................ UNDERGROUND TELEPHONE ............. OVERHEAD TELEPHONE ................ UNDERGROUND ELECTRIC .............. OVERHEAD ELECTRIC ................. STORM STRUCTURE LABEL ............. WATERMAIN ......................... SANITARY SEWER .................... STORM SEWER ....................... EDGE OF PAVEMENT .................. CURB AND GUTTER ................... CONTOURS .......................... STREET CENTERLINE ................. PROPERTY LINE ..................... 24 LEGEND TRANS.CG-6 EXISTING 24 PAVEMENT BORING ..................... PAVEMENT CORES ..................... FORCE MAIN .............. PW PWPROCESS WATER .............. GAS LINE ........................ FIBER OPTIC ........................ FIRE LINE ........................ PW PW FIRE RISER ...................... POST INDICATOR VALVE ...................... WV STORM SEWER MANHOLE ................ SAN. SEWER MANHOLE ................ SITE DEVELOPMENT SUMMARY GAS STATION TAX IDENTIFICATION NUMBERS CURRENT ZONINGCURRENT USE PROPOSED USESITE AREA TOTAL DISTURBED AREA OPEN SPACE /LANDSCAPED AREA OPEN SPACE REQUIRED 91-2-A & 91-2-BB2 VACANT 19.5031 ACRES 15.46 ACRES 2.89 ACRES (15.00%) OPEN SPACE PROVIDED 9.45 ACRES (48%) BUILDING SETBACKS REQUIRED PROVIDED SIDE 0'+/- 155.34'REAR 0'+/- 642.74' FRONT (PRIMARY /ARTERIAL HIGHWAY)50'+/- 263.33' MAX. BUILDING HEIGHT 35' ALLOWED 35' MAX PROPOSED MAX. FLOOR AREA RATIO 1.0 ALLOWED .0081 PROPOSED FEMA FLOOD MAP # 51069C0320E eff. 1/29/2021 ZONE "X" AREA OF MINIMAL FLOOD HAZARDFLOOD PLAIN TAX MAP # (AREAS IN ACRES)ORIGINAL SITE AREA R/W DEDICATION AREA REMAINING SITE AREA 91-2-A 18.0504 ---- 91-2-B 1.4527 ---- TOTAL SITE AREA 19.5031 0.2508 19.2523 WATER - PROPOSED WELL PUMP STATION / FORCEMAIN PROJECT WATER AND SEWER USAGE FRONT (COLLECTOR / MINOR)35' THE PROPERTY IS LOCATED AT THE INTERSECTION OF RELIANCE ROAD (RT 627) AND BUCKTON ROAD (RT 842). THE EXISTING LOT IS VACANT AND IS ZONED B2. PROPOSED DEVELOPMENT WILL BECOME A SHEETZ GAS WHICH A PERMITTED USE. THE PROJECT WILL CONSTRUCT THE FOLLOWING: CONVENIENT STORE, ASPHALT PARKING LOT, FUELING STATIONS, FULL ACCESS ENTRANCE, PRIVATE ACCESS ROAD (CONFIDENCE LANE), PRIVATEWELL , PRIVATE DRAINFIELDS, ON-SITE WASTE WATER TREATMENT FACILITY, PRIVATE STORM SEWER, UNDERGROUND STORAGE CHAMBERS FOR SWM AND BMP AND LANDSCAPING. PROJECT DESCRIPTION BUILDING FOOTPRINT (1-STORY) 6,879 SF FUELING STATIONS TRACTOR TRUCK FUELING TANKS 9 HIGHWAY DIESEL PASSENGER VEHICLE FUELING TANKS 16 DIESEL / GASOLINE ELECTRIC CHARGING STATIONS - SKY SIGN HEIGHT (60-FEET)MAXIMUM HEIGHT ELEVATION =760-FEET BASE ELEVATION = 698.00TOP OF SIGN ELEVATION= 758.00 8 SPACES PROVIDED NUMBER OF EMPLOYEES (5) SPACES REQUIRED NUMBER OF HANDICAP 2 (1 PER 25 SPACES)3 LOADING SPACES 1 1 8 FAST -FOOD, DRIVE-N RESTAURANT (450 SF) 1.4 PER 100 SF OF SEATING FLOOR AREA 5 60 51 RETAIL (3,770 SF)1 PER 200 SF OF RETAIL FLOOR AREA 19 TRUCKING PARKING NON-TRUCK PARKING 2 U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS0002.dwg PLOTTED: 10/19/2023 10:15 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS0002 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAM SHEET APPROVED BY OF 77 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 540.665.0493APPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602SHEETZ GENERAL NOTESSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTGENERAL DEMOLITION NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE PERMITS REQUIRED FOR DEMOLITION WORK. 2. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND/OR ENGINEER FOR ANY AND ALL INJURIES AND/OR DAMAGES TO PERSONNEL, EQUIPMENT AND/OR EXISTING FACILITIES IN THE DEMOLITION AND CONSTRUCTION DESCRIBED IN THE PLANS AND SPECIFICATIONS. 3. EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND ILLUSTRATIVE IN NATURE AND DO NOT INCLUDE MECHANICAL, ELECTRICAL, AND MISCELLANEOUS STRUCTURES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING CONDITIONS PRIOR TO BIDDING ON THE DEMOLITION WORK FOR THIS PROJECT. IF CONDITIONS ENCOUNTERED DURING EXAMINATION ARE SIGNIFICANTLY DIFFERENT THAN THOSE SHOWN, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 4. ALL EXISTING ABOVE AND BELOW GROUND STRUCTURES WITHIN THE LIMITS OF NEW CONSTRUCTION SHALL BE RAZED UNLESS NOTED OTHERWISE WITHIN THIS CONSTRUCTION SET, ARCHITECTURAL PLANS AND/OR PROJECT SPECIFICATIONS. THIS INCLUDES FOUNDATION SLABS, WALLS, AND FOOTINGS. 5. ALL DEMOLITION WASTE AND CONSTRUCTION DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF IN A STATE APPROVED WASTE SITE AND IN ACCORDANCE WITH ALL LOCAL AND STATE CODES AND PERMIT REQUIREMENTS. 6. ALL UTILITY REMOVAL, RELOCATION, CUTTING CAPPING AND/OR ABANDONMENT SHALL BE COORDINATE WITH THE APPROPRIATE UTILITY COMPANY. 7. THE BURNING OF CLEARED MATERIAL AND DEBRIS SHALL NOT BE ALLOWED UNLESS CONTRACTOR GETS WRITTEN AUTHORIZATION FROM THE LOCAL AUTHORITIES. 8. UTILITY CONTACTS ARE LISTED ON THE TITLE SHEET CS0000. 9. EROSION AND SEDIMENTATION CONTROL MEASURES AROUND AREAS OF DEMOLITION SHALL BE INSTALLED PRIOR TO INITIATION OF DEMOLITION ACTIVITIES. REFER TO E&S PLAN FOR DETAILS. 10. ASBESTOS OR HAZARDOUS MATERIALS, IF FOUND ON SITE, SHALL BE REMOVED BY A LICENSED HAZARDOUS MATERIALS CONTRACTOR. CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY IF HAZARDOUS MATERIALS ARE ENCOUNTERED. 11. CONTRACTOR SHALL PROTECT ALL CORNER PINS, MONUMENTS, PROPERTY CORNERS, AND BENCHMARKS DURING DEMOLITION ACTIVITIES. IF DISTURBED, CONTRACTOR SHALL HAVE DISTURBED ITEMS RESET BY A LICENSED SURVEYOR AT NO ADDITIONAL COST TO THE OWNER. 12. CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE, FEDERAL, AND OSHA REGULATIONS WHEN OPERATING DEMOLITION EQUIPMENT AROUND UTILITIES. 13. CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH THE (LIST HIGHWAY DEPARTMENT) STANDARDS, AND AS REQUIRED BY LOCAL AGENCIES WHEN WORKING IN AND/OR ALONG STREETS, ROADS, HIGHWAYS, ETC. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROVAL AND COORDINATE WITH LOCAL AND/OR STATE AGENCIES REGARDING THE NEED, EXTENT, AND LIMITATIONS ASSOCIATED WITH INSTALLING AND MAINTAINING TRAFFIC CONTROL MEASURES. 14. CONTRACTOR SHALL PROTECT AT ALL TIMES ADJACENT STRUCTURES AND ITEMS FROM DAMAGE DUE TO DEMOLITION ACTIVITIES. DEMOLITION CONTRACTOR SHALL COORDINATE EXISTING FACILITIES UTILITY DISCONNECTS WITH THE SHEETZ CONSTRUCTION REPRESENTATIVE A MINIMUM 7 DAYS PRIOR TO ANTICIPATED DEMOLITION OF STRUCTURES. 15. CONTRACTOR SHALL REFER TO OTHER PLANS WITH THIS CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION. LAYOUT NOTES: 1. CONTRACTOR SHALL REFER TO THE SHEETZ ARCHITECTURAL PLANS FOR THE EXACT LOCATION OF UTILITY ENTRANCES, BUILDING DIMENSIONS, ROOF LEADERS, EXIT DOORS, EXIT RAMPS AND PORCHES. 2. ALL DIMENSIONS ARE TO BUILDING FACE, FACE OF CURB OR EDGE OF SIDEWALK UNLESS NOTED OTHERWISE. 3. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS FOR THE INSTALLATION OF TRAFFIC SIGNAGE AND PAVEMENT MARKINGS AS SHOWN ON THE CONSTRUCTION PLANS. 4. ALL NON-LANDSCAPED ISLANDS SHALL BE PAINTED WITH STRIPES 4” WIDE, AT 45-DEGREES AND 2 FEET O.C. 5. ALL STRIPING SHALL BE 4” WIDE UNLESS NOTED OTHERWISE. 6. CONTRACTOR SHALL COORDINATE FINAL LOCATION OF THE PYLON SIGN WITH SHEETZ. 7. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION. GRADING NOTES: 1. ALL SITE WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS PREPARED BY PENNONI, THE CURRENT REQUIREMENTS OF THE FREDERICK COUNTY, THE APPLICABLE SECTIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADWAY CONSTRUCTION, AND ALL OTHER PERTINENT FEDERAL AND STATE LAWS. 2. THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS, PROVISIONS, AND POLICIES GOVERNING SAFETY AND HEALTH. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE AREAS AND CONDITIONS UNDER WHICH THE PROJECT IS TO BE CONSTRUCTED PRIOR TO THE SUBMISSION OF A BID. SUBMISSION OF A BID SHALL BE CONSTRUED TO MEAN THE CONTRACTOR HAS REVIEWED THE SITE AND IS FAMILIAR WITH CONDITIONS AND CONSTRAINTS OF THE SITE. 4. BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATED IN THE FIELD BY THE PROPER AUTHORITIES. THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES LISTED ON COVER SHEET. THE LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES ARE APPROXIMATE AND MAY NOT ALL BE SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND EXACT LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES. 5. ALL EXISTING TREES, VEGETATION, PAVEMENTS, CONCRETE FOUNDATIONS, STRUCTURES AND ORGANIC TOPSOIL SHALL BE STRIPPED AND REMOVED FROM NEW CONSTRUCTION AREAS UNLESS NOTED OTHERWISE. 6. ALL SLOPES SHALL BE 2:1 (HORIZONTAL; VERTICAL) MAXIMUM UNLESS NOTED OTHERWISE. ALL SLOPES GREATER THAN 3:1 TO PERMANENTLY STABILIZED WITH LANDSCAPE PLANTS. 7. AN AS-BUILT DRAWING OF NEW UTILITY SERVICES MUST BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE OWNER UPON COMPLETION OF THE PROJECT. 8. ALL AREAS NOT PAVED SHALL BE TOP SOILED, SEEDED, MULCHED, OR LANDSCAPED UNLESS OTHERWISE NOTED IN THE CONSTRUCTION DRAWINGS, SITE SPECIFICATIONS OR INSTRUCTED BY THE OWNER. 9. CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT PREPARED BY TRIAD ENGINEERING PRIOR TO INITIATION OF ANY EARTHWORK ACTIVITY. 10. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION. STORMWATER MANAGEMENT NOTES: 1. ALL SITE WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS PREPARED BY PENNONI, THE CURRENT REQUIREMENTS OF THE FREDERICK COUNTY, THE APPLICABLE SECTIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADWAY CONSTRUCTION, AND ALL OTHER PERTINENT FEDERAL AND STATE LAWS. 2. THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS, PROVISIONS, AND POLICIES GOVERNING SAFETY AND HEALTH. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE AREAS AND CONDITIONS UNDER WHICH THE PROJECT IS TO BE CONSTRUCTED PRIOR TO THE SUBMISSION OF A BID. SUBMISSION OF A BID SHALL BE CONSTRUED TO MEAN THE CONTRACTOR HAS REVIEWED THE SITE AND IS FAMILIAR WITH CONDITIONS AND CONSTRAINTS OF THE SITE. 4. BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATED IN THE FIELD BY THE PROPER AUTHORITIES. THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES LISTED ON COVER SHEET. THE LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES ARE APPROXIMATE AND MAY NOT ALL BE SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND EXACT LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES. 5. CONTRACTOR SHALL COORDINATE PUMP ISLAND CANOPY DRAINS CONNECTION TO THE MAIL COLLECTOR PIPE WITH SHEETZ AND PROVIDE ALL NECESSARY FITTINGS TO MAKE THE CONNECTION TO THE MAIN COLLECTOR PIPE. 6. CONTRACTOR TO PROVIDE SHOP DRAWINGS ON ALL STORM SEWER MANHOLES AND INLETS. 7. AN AS-BUILT OF NEW UTILITY SERVICES SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE OWNER UPON COMPLETION OF THE PROJECT. 8. ALL STORM PIPE SHALL BE AS SPECIFIED. ALL JOINTS SHALL BE WATERTIGHT. 9. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET OF OTHER PERTINENT INFORMATION. UTILITY NOTES: 1. ALL SITE WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS PREPARED BY PENNONI, THE CURRENT REQUIREMENTS OF THE FREDERICK COUNTY, THE APPLICABLE SECTIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADWAY CONSTRUCTION, AND ALL OTHER PERTINENT FEDERAL AND STATE LAWS. 2. THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS, PROVISIONS, AND POLICIES GOVERNING SAFETY AND HEALTH. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE AREAS AND CONDITIONS UNDER WHICH THE PROJECT IS TO BE CONSTRUCTED PRIOR TO THE SUBMISSION OF A BID. SUBMISSION OF A BID SHALL BE CONSTRUED TO MEAN THE CONTRACTOR HAS REVIEWED THE SITE AND IS FAMILIAR WITH CONDITIONS AND CONSTRAINTS OF THE SITE. 4. BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATED IN THE FIELD BY THE PROPER AUTHORITIES. THE CONTRACTOR SHALL NOTIFY COMPANIES LISTED ON COVER SHEET THE LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES ARE APPROXIMATE AND MAY NOT ALL BE SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND EXACT LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES. 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BID AND PERFORM ALL UTILITY WORK IN COMPLIANCE TO ALL APPLICABLE LOCAL AND STATE CODES AND REGULATIONS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES ASSOCIATED WITH THE INSTALLATION, INSPECTING, TESTING AND FINAL ACCEPTANCE OF ALL PROPOSED UTILITIES CONSTRUCTION. 7. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY COMPANY ON THE ADDITION, REMOVAL AND/OR RELOCATION OF UTILITIES AND UTILITY POLES AND THE EXTENSION OF ALL PROPOSED UTILITIES TO SHEETZ STORE. 8. ALL UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE RESPECTIVE UTILITY COMPANY. IS IT THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ALL UTILITIES ARE INSTALLED CORRECTLY TO MEET PROJECT REQUIREMENTS WHETHER PERFORMED BY THE CONTRACTOR OR NOT. 9. AN AS-BUILT DRAWING OF NEW UTILITY SERVICES SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE OWNER UPON COMPLETION OF THE PROJECT. 10. UTILITY COMPANIES AND CONTACTS ARE LISTED ON SHEET CS0000. 11. CONDUIT LOCATIONS TO PYLON SIGNS AND SITE LIGHT PLIES TO BE COORDINATED WITH SHEETZ SUPERINTENDENT. 12. CONTRACTOR SHALL COORDINATE WITH SHEETZ SUPERINTENDENT ON LOCATION AND SIZE OF THE GREASE TRAP. SEE DETAIL SHEET CS4500. 13. CONTRACTOR SHALL COORDINATE WITH SHEETZ ON CONDUIT ROUTE TO STORE FROM THE TRANSFORMER AND/OR SERVICE UTILITY POLE FOR TELEPHONE AND ELECTRICAL SERVICE. 14. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION. 3 INV. (680.91) 10"CMPINV. (687.26)INV. (687.50) WTP 15" CMPINV. (690.17) STOP STREET MSP MB 15" TW. MSP MSP MSP 15" CMPINV. (690.92) STREET STOP 60" CMP INV. (681.81) INV. (693.55) GA INV. (689.5 3 ) (SILTED) GRATE (705 . 1 3 ) IN (694.73) OUT (694.53 )GRAVE L GRAVEL DRIVEWAYN 31°12' 3 2 " W 4 0 7 . 7 9 'N 58°47'28" E 210.01'N 31°12' 3 2 " W 1 4 4 . 0 0 'N 12°09'32" W 95.01 ' N 31°12' 3 2 " W 1 9 7 . 5 0 ' N 39°57'20" W 265.09 ' N 1 4 ° 3 6 ' 1 8 " E 2 4 9 . 6 2 'N 28°05 '08 " E 367 .74 'N 38°14'28" E 348.82'S 43°01'52" E 928.30'S 43°01'04" W 1065.55'2 8 . 9 9 ' N 1 4 ° 3 6 ' 1 8 " E PIN 91-2-A18.0504 ACRESZONED: B2USE:COMMERCIAL PIN 91-2-B1.4527 ACRESZONED: B2USE: COMMERCIAL N 43°13'08" E2.02' RELIANCE ROAD - RT-627 R/W VARIES - 45 MPH (POSTED) CLASS GS-3N. BUCKTON RD . - RT - 8 4 2 (VAR IAB LE W IDTH R /W ) PIN 91-A-89CGORES RENTAL, LLCINST. 050003737ZONED: RAUSE: RESIDENTIAL PIN 91-A-89GORES RENTAL, LLCINST. 050003737ZONED: RAUSE: RESIDENTIAL PIN 91-A-85MADA, LCINST. 110000002ZONED: RA USE: AGRICULTURAL PIN 91-A-86LINDA E. SIVERTSENINST. 050000112ZONED: RAUSE: RESIDENTIAL IPF CMF IRF IPFCMF IRF IPF CMF IPF IRT S1N=7056998.544 E=11548525.861 ELEV.=709.96 TRAV. S1102 N=7057612.661 E=11548750.375 ELEV.=689.68 EX. COMMONW E A L T H O F V I R G I N I A DRAINAGE EAS E M E N T DB 288 PG 294 HWY PB 3 PG 2 8 8 EX. 10' C&P TELEPHONECO. ESMT - DB 326 PG 82NB ON RAMPNB OFF RAMP - EXIT 302I-81 - NBLRCP TM 91-A-57MIDDLETOWN PROPERTIES LLCTM 91 ((A)) LOT 57. RESERVEDRAINFIELDSITE 41' 50'53'55'69'53' 54' 1 2 3 4 5 6 7 8 9 1279'79'94' 31' 104'96' 10 14 17 13 16 15 111'100'91' 101'RESERVEDRAINFIELDSITE RCP TOP (689.44) (SILTED) INV. (665.83) 2 4 " C M P INV. (666.80) INV. (669.68)INV. (670.87) WSP 12" CMP GRAVELASPHALT CATTLE GUARD MSP 24" CMPINV. (686.14) INV. (685.66) WP MSP WPP (GUY)WTPGAGA WPP 18" CMPINV. (689.83) INV. (688.81)WPPWTP WPWPP (GUY)WPP WTP WTP WPP 12"WSPMB WSPWPP 10"WTPWPP WPP MB GA GAGA GA MB INV. (695.21)15" CMPINV. (694.87)GRAVELGRAVELASPHALT 15" TW. 15" 24"18" CO WELL CAP INV. (695.67)INV. (695.40) TRB TWO STORYFRAME DWLG.F.F.E.(706.94)GRAVELPORCH 15" CMP DRAINFIELDSITE RELIANCE R O A D - R T - 6 2 7 R/W VARIE S - 4 5 M P H ( P O S T E D ) CLASS GS-3 CONFIDENCE LANEPRIVATE ACCESS DRIVE15 MPH POSTED SPEED LIMITCONFIDENCE LANEPRIVATE ACCESS DRIVE15 MPH POSTED SPEED LIMITPIN 91-A-86LINDA E. SIVERTSENINST. 050000112ZONED: RAUSE: RESIDENTIAL EX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX GU ARD R A I L EX GU ARD R A I L EX. EOP EX. EOP EX. EOP EX. EOP EX. CG-6 EX. CG-6 EX. EOP EX. EOPEX. EOP EX. EOP EX . E O P EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW E X . R O W EX. ROW EX. ROW 1C 1C 1C 1C 3B 1B 1B 33 LF EX 15" CMP TO BE REMOVED EX 24" TO BE FILLED AND REMAIN IN PLACE (2) EX POWER POLES TO BE RELOCATED EX POWER POLE TO BE RELOCATED 16 LF EX 10" CMP TO BE REMOVED 160 LF EX GUARDRAIL TO BE REMOVED AND REPLACED EX CATTLE GUARD TO BE REMOVED EX 15" CULVERT TO BE REMOVED EX. EP EX. EPEX. EP EX. EP EX. EP EX. CG EX. CG EX. DOUBLE YELLOW STRIPING EX. DOUBLE YELLOW STRIPING STOP BAR EX. WHITE STRIPING EX. DOUBLE YELLOW STRIPING (TO BE VACATED) (TO BE VACATED)67568068 5 6 9 0 6 9 5 67267367467667767867968 1 68 2 6 8 3 68 468 668 768 868 9 6 9 1 6 9 2 6 9 3 6 9 4 69 6 695 691 6 9 1 69 2 693 694 696 697 698 6 9 9 68 5 69068 668 768 8 6 8 9 67568068569069069569 5700705 710715 6956956907006856906956856 8 0 675700700690 694 692 U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS1000.dwg PLOTTED: 10/19/2023 10:15 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS1000 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAM SHEET APPROVED BY OF 77 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 WORK00 60'120'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602EXISTING CONDITIONS AND DEMOLITION PLANSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTNOTE: TOPOGRAPHY SHOWN ON SIVERTSEN PROPERTY (PIN# 91-A-86) IS BASED ON LIDAR TOPOGRAPHY AND NOT FIELD RUN TOPOGRAPHY 4 INV. (680.91) 10"CMPINV. (687.26)INV. (687.50) WTP 15" CMPINV. (690.17) STOP STREET MSP MB 15" TW. MSP MSP MSP 15" CMPINV. (690.92) STREET STOP 60" CMP INV. (681.81) INV. (693.55) GA INV. (689.5 3 ) (SILTED) GRATE (705 . 1 3 ) IN (694.73) OUT (694.53 )GRAVE L GRAVEL DRIVEWAYN 31°12' 3 2 " W 4 0 7 . 7 9 'N 58°47'28" E 210.01'N 31°12' 3 2 " W 1 4 4 . 0 0 'N 12°09'32" W 95.01 ' N 31°12' 3 2 " W 1 9 7 . 5 0 ' N 39°57'20" W 265.09 ' N 1 4 ° 3 6 ' 1 8 " E 2 4 9 . 6 2 'N 28°05 '08 " E 367 .74 'N 38°14'28" E 348.82'S 43°01'52" E 928.30'S 43°01'04" W 1065.55'2 8 . 9 9 ' N 1 4 ° 3 6 ' 1 8 " E PIN 91-2-A18.0504 ACRESZONED: B2USE:COMMERCIAL PIN 91-2-B1.4527 ACRESZONED: B2USE: COMMERCIAL N 43°13'08" E2.02' RELIANCE ROAD - RT-627 R/W VARIES - 45 MPH (POSTED) CLASS GS-3N. BUCKTON RD . - RT - 8 4 2 (VAR IAB LE W IDTH R /W ) PIN 91-A-89CGORES RENTAL, LLCINST. 050003737ZONED: RAUSE: RESIDENTIAL PIN 91-A-89GORES RENTAL, LLCINST. 050003737ZONED: RAUSE: RESIDENTIAL PIN 91-A-85MADA, LCINST. 110000002ZONED: RA USE: AGRICULTURAL PIN 91-A-86LINDA E. SIVERTSENINST. 050000112ZONED: RAUSE: RESIDENTIAL IPF CMF IRF IPFCMF IRF IPF CMF IPF IRT S1N=7056998.544 E=11548525.861 ELEV.=709.96 TRAV. S1102 N=7057612.661 E=11548750.375 ELEV.=689.68 EX. COMMONW E A L T H O F V I R G I N I A DRAINAGE EAS E M E N T DB 288 PG 294 HWY PB 3 PG 2 8 8 EX. 10' C&P TELEPHONECO. ESMT - DB 326 PG 82NB ON RAMPNB OFF RAMP - EXIT 302I-81 - NBLRCP TM 91-A-57MIDDLETOWN PROPERTIES LLCTM 91 ((A)) LOT 57. RESERVEDRAINFIELDSITE 41' 50'53'55'69'53' 54' 1 2 3 4 5 6 7 8 9 1279'79'94' 31' 104'96' 10 14 17 13 16 15 111'100'91' 101'RESERVEDRAINFIELDSITE RCP TOP (689.44) (SILTED) INV. (665.83) 2 4 " C M P INV. (666.80) INV. (669.68)INV. (670.87) WSP 12" CMP GRAVELASPHALT CATTLE GUARD MSP 24" CMPINV. (686.14) INV. (685.66) WP MSP WPP (GUY)WTPGAGA WPP 18" CMPINV. (689.83) INV. (688.81)WPPWTP WPWPP (GUY)WPP WTP WTP WPP 12"WSPMB WSPWPP 10"WTPWPP WPP MB GA GAGA GA MB INV. (695.21)15" CMPINV. (694.87)GRAVELGRAVELASPHALT 15" TW. 15" 24"18" CO WELL CAP INV. (695.67)INV. (695.40) TRB TWO STORYFRAME DWLG.F.F.E.(706.94)GRAVELPORCH 15" CMP DRAINFIELDSITE RELIANCE R O A D - R T - 6 2 7 R/W VARIE S - 4 5 M P H ( P O S T E D ) CLASS GS-3 CONFIDENCE LANEPRIVATE ACCESS DRIVE15 MPH POSTED SPEED LIMITCONFIDENCE LANEPRIVATE ACCESS DRIVE15 MPH POSTED SPEED LIMITPIN 91-A-86LINDA E. SIVERTSENINST. 050000112ZONED: RAUSE: RESIDENTIAL EX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX GU ARD R A I L EX GU ARD R A I L EX. EOP EX. EOP EX. EOP EX. EOP EX. CG-6 EX. CG-6 EX. EOP EX. EOPEX. EOP EX. EOP EX . E O P EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW E X . R O W EX. ROW EX. ROW ROW-7EL=695REFUSAL= 9 . 4 ' ROW-6EL=693REFUSAL= 8 . 7 'ROW-5EL=691REFUSAL= 1 3 . 9 ' TP-13EL=690 B-12EL=695REFUSAL= 8 . 8 ' B-14EL=696REFUSAL= 1 9 . 2 ' ROW-4EL=693REFUSAL= 9 . 4 ' B-11EL=697REFUSAL= 9 . 5 ' B-13EL=698REFUSAL= 5 . 5 ' B-10EL=697REFUSAL= 1 2 . 0 ' ROW-3EL=698REFUSAL= 8 . 3 ' B-4EL=695REFUSAL= 1 3 . 7 ' B-3EL=696REFUSAL= 8 . 8 ' B-1EL=694REFUSAL= 8 . 5 ' B-2EL=694REFUSAL= 1 4 . 8 ' TP-12EL=691B-9EL=695REFUSAL= 9 . 3 'B-8EL=694REFUSAL= 5 . 9 'B-7EL=692REFUSAL= 5 . 9 ' B-5EL=689REFUSAL= 1 4 . 0 ' B-6EL=695REFUSAL= 8 . 8 ' ROW-2EL=706REFUSAL= 1 4 . 5 ' ROW-1EL=712REFUSAL=2 3 . 5 ' TP-9EL=691 TP-6EL=691TP-5EL=690 TP-10EL=686 TP-7EL=686 TP-1EL=687TP-2EL=690TP-3EL=686 TP-11EL=683 TP-4EL=675 TP-8EL=681 U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS1001.dwg PLOTTED: 10/19/2023 10:15 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS1001 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAM SHEET APPROVED BY OF 77 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 WORK00 60'120'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602BORING LOCATION PLANSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICT5 U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS2000.dwg PLOTTED: 10/19/2023 11:31 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS2000 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2021-03-19 RAM SHEET APPROVED BY OF 77 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 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602EROSION AND SEDIMENT CONTROL NARRATIVESHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTLONG TERM MAINTENANCE AND REPAIR PLAN MOWING: ALL GRASSES SHOULD BE MOWED AT LEAST TWICE EACH YEAR. GRASSES SUCH AS TALL FESCUE SHOULD BE MOWED IN EARLY SUMMER AFTER EMERGENCE OF THE HEADS ON COOL SEASON GRASSES. THEY SHOULD BE MOWED AGAIN IN THE EARLY FALL TO PREVENT SEEDS OF ANNUAL WEEDS FROM MATURING. MOWING OF LEGUMES SUCH AS SERICEA LESPEDEZA AND CROWN VETCH CAN BE PERMITTED TO GROW ON THE DAM OR IN ANY PART OF THE EMERGENCY SPILLWAY. LIMING AND FERTILIZING: THE SOIL SHOULD BE SAMPLED ACCORDING TO RECOMMENDED PROCEDURES AT LEAST ONCE EVERY 4 YEARS. THE SAMPLE SHOULD BE TESTED AT A QUALIFIED SOIL TESTING LABORATORY (SUCH AS THE ONE AT VPI&SU). LIME AND FERTILIZER SHOULD BE APPLIED IN ACCORDANCE WITH RECOMMENDATIONS BASED ON THE TESTS. REPLANTING AND OVER SEEDING: IF VEGETATION COVERS LESS THAN 40% OF THE SOIL SURFACE, LIME, FERTILIZE AND SEED IN ACCORDANCE WITH CURRENT RECOMMENDATIONS FOR NEW SEEDING. IF VEGETATION COVERS MORE THAN 40% BUT LESS THAN 70% OF THE SOIL SURFACE, LIME FERTILIZE AND OVER SEED IN ACCORDANCE WITH CURRENT RECOMMENDATIONS. REMOVING TRASH AND DEBRIS: TRASH, LITTER AND VEGETATION (OTHER THAN GRASS) WILL BE REMOVED AS NEEDED (BUT NO LESS THAN TWO TIMES PER YEAR) TO PREVENT OBSTRUCTION TO THE FLOW OF WATER, TO PREVENT MOVEMENT OF TRASH AND LITTER TO DOWNSTREAM PROPERTIES, TO MAINTAIN THE INTEGRITY OF THE STRUCTURE, TO PROVIDE AN ATTRACTIVE APPEARANCE AND TO MINIMIZE WATER POLLUTION. REMOVING SEDIMENT: SOIL MATERIALS (INCLUDING CLAY, SILT, SAND AND GRAVEL) WILL BE REMOVED BEFORE THE DETENTION POOL LOSES 10% OF THE DESIGNED STORAGE CAPACITY. SEDIMENT DISPOSAL: SEDIMENT DISPOSAL SHOULD BE IN ACCORDANCE WITH CURRENT PROCEDURES FOR DISPOSAL OF SEDIMENT. WHERE REQUIRED BY THE APPROPRIATE AUTHORITIES, THE SEDIMENT WILL BE TESTED FOR APPROPRIATE POLLUTANTS AT THE OWNER'S EXPENSE BEFORE IT IS REMOVED FROM THE POND. REPAIRS: REPAIR SLIDES, SLUMPS AND ERODED AREAS PROMPTLY AND IN A WORKMANLIKE MANNER TRASH RACKS, PIPES, HEADWALLS, ETC. WILL BE MAINTAINED, REPAIRED AND/OR REPLACED AS NEEDED TO MAINTAIN THE INTEGRITY OF THE STRUCTURE. EXPOSED METAL SURFACES WILL BE PAINTED TO MINIMIZE DAMAGE DUE TO RUST. MAINTENANCE INSPECTIONS: THE OWNER WILL BE RESPONSIBLE FOR INSPECTING EACH STORMWATER MANAGEMENT STRUCTURE AFTER EACH SIGNIFICANT RAINFALL. ONCE EACH YEAR A REPRESENTATIVE OF DEQ WILL JOINTLY INSPECT EACH STORMWATER MANAGEMENT STRUCTURE. APPROPRIATE ACTION WILL BE TAKEN TO ENSURE APPROPRIATE MAINTENANCE. ALL MAINTENANCE COSTS WILL BE BORNE BY THE OWNER. WHERE STRUCTURES ARE TO BE MAINTAINED BY MORE THAN ONE PARTY, ALLOCATION OF COSTS WILL BE IN ACCORDANCE WITH TERMS SET FORTH IN THE MAINTENANCE AGREEMENT. KEYS TO LOCKED ACCESS POINTS SHALL BE AVAILABLE TO DEQ PERSONNEL UPON REQUEST. MAINTENANCE RECORDS: THE LANDOWNER, OR SOMEONE DESIGNATED BY THE LANDOWNER, SHALL INSPECT THE DETENTION POND WITHIN 24 HOURS AFTER EACH RAINFALL EVENT OF ONE INCH OR MORE OF RAIN. THE OWNER OR THE DESIGNEE SHALL KEEP WRITTEN RECORDS OF THESE INSPECTIONS. THE RECORDS SHALL ALSO INCLUDE MAINTENANCE AND REPAIRS PERFORMED. COPIES OF THESE RECORDS SHALL BE PROVIDED TO THE COUNTY UPON REQUEST. THE WATER QUALITY FEATURES SHALL NOT BE MODIFIED IN ANY WAY WITHOUT PRIOR APPROVAL BY DEQ AND COUNTY OF FREDERICK, VIRGINIA EROSION AND SEDIMENT OFFICIAL. ·TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4". ·PULVERIZED AGRICULTURAL LIMESTONE SHALL BE INCORPORATED INTO SOIL AT A RATE OF 92 LBS. PER 1000 S.F. (2 TONS PER ACRE). ·FERTILIZE WITH 10-20-10 AT A RATE OF 12 LBS. PER 1000 S.F. (500 LBS. PER ACRE). SEED MIX SHALL CONSIST OF 90% KENTUCKY 31 TALL FESUE AND 10% KENTUCKY BLUEGRASS APPLIED AT THE RATE OF 200 LBS. PER ACRE. EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION THIS SITE IS LOCATED AT THE INTERSECTION OF EXISTING NORTH BUCKTOWN ROAD (RT 842) AND EXISTING RELIANCE ROAD (RT627) IN MIDDLETOWN, VIRGINIA AND WITHIN THE OPEQUON MAGISTERIAL DISTRICT. THE PROJECT WILL CONSTRUCT THE FOLLOWING: CONVENIENT STORE, ASPHALT PARKING LOT, FUELING STATIONS, FULL ACCESS ENTRANCE, RIGHT TURN OUT, PRIVATE ACCESS ROAD (CONFIDENCE LANE), PRIVATEWELL , PRIVATE DRAIN FIELDS, ON-SITE WASTE WATER TREATMENT FACILITY, PRIVATE STORM SEWER, UNDERGROUND STORAGE CHAMBERS FOR STORMWATER MANAGEMENT (SWM) AND BEST MANAGEMENTPRACTICE (BMP) AND REQUIRED LANDSCAPING. THIS LAND DISTURBANCE FOR THIS PROJECT IS APPROXIMATELY 15.57 ACRES. EXISTING SITE CONDITIONS EXISTING CONDITIONS CONSIST OF TALL STANDS OF MATURE TREES AND LIGHT TO THICK BRUSH. A SIZABLE DRAINAGE SWALE/CHANNEL TRAVELS UNDER INTERSTATE 81 THROUGH THE SITE. EXISTING GROUND SLOPES RANGE BETWEEN 1.0%- 10.0%. ADJACENT PROPERTY THE PROJECT IS BOUND BY EXISTING BUCKTOWN ROAD (RT 842) (WEST ), EXISTING RELIANCE ROAD (RT 627) (SOUTH), EXISTING CONFIDENCE ROAD (PRIVATE) (EAST ), GORES RENTAL LLC, (PIN # 91-A-89, AND 91-A-89AC) (NORTH). OFF-SITE AREAS THIS PROJECT WILL REQUIRE OFF-SITE IMPROVEMENTS ALONG EXISTING RELIANCE ROAD, AS WELL AS PROPERTY OWNED BY GORES RENTAL LLC, SIVERTSEN AND MADA LC. OFF-SITE GRADING WILL OCCUR FOR THE DEVELOPMENT OF THIS PROJECT TO PROMOTE POSITIVE DRAINAGE. SOILS AND GEOLOGY THIS SITE IS CONSIDERED NEW DEVELOPMENT . TYPE - B SOILS TYPE IS BEING CONSIDERED FOR THIS PROJECT. FOR THIS SITE IS SEE SOILS MAP - SHEET CS1000. CRITICAL AREAS THE LIMITS OF THIS PROJECT DOES NOT CONTAIN WETLANDS OR STEEP SLOPES. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. STRUCTURAL MEASURES SILT FENCE SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. PHASE I: SEQUENCE OF CONSTRUCTION: (1) INSTALL CONSTRUCTION ENTRANCE WITH WASH RACK (3.02) AT THE LOCATION SHOWN ON THE PHASE I PLAN TO PREVENT MUD AND DEBRIS FROM BEING TRACKED ONTO ROADWAYS. (2) INSTALL SILT FENCE WITH WIRE SUPPORT (3.05) AS SHOWN ON THE PLANS. SILT FENCE TO FILTER RUNOFF FROM DISTURBED AREAS BEFORE IT LEAVES THE SITE. (3) INSTALL INLET PROTECTION (3.07) WITH STONE COMBINATION SHALL BE INSTALLED AS SHOWN ON PLANS TO FILTER RUNOFF BEFORE IT LEAVES THE SITE. (4) INSTALL SEDIMENT TRAPS (3.13) WITH OUTLET PIPES AND VDOT CLASS 1 RIP-RAP. (5) PROVIDE SURFACE ROUGHENING (3.29) AS SHOWN ON PLAN. (6) INSTALL TEMPORARY DIVERSION DIKE (3.09) AS SHOWN ON PLAN. (7) INSTALL TEMPORARY SEEDING (3.31) PER PLAN TO PROMOTE SOIL STABILIZATION. (8) CONTRACTOR TO INSTALL UNDERGROUND BMP CHAMBERS. SHOULD INSTALLATION OF UNDERGROUND BMP CHAMBER REQUIRE MORE THAN ONE WORK DAY CONTRACTOR MUST PROVIDE SILT FENCING DOWNSTREAM OF IMMEDIATE WORK AREA AT THE END OF EACH DAY. THIS SHOULD OCCUR UNTIL FULL UNDERGROUND BMP SYSTEM IS INSTALLED. (9) WHEN CONSTRUCTING CONFIDENCE LANE CONTRACTOR MUST ENSURE SAFE, STABLE AND UNOBSTRUCTED TRAVEL LANES ARE MAINTAINED AT ALL TIMES FOR NON-CONSTRUCTION RELATED TRAFFIC. AT NO TIME SHOULD CONSTRUCTION VEHICLES OR EQUIPMENT OBSTRUCT THE FLOW OF TRAFFIC ALONG CONFIDENCE LANE. EROSION AND SEDIMENT MEASURES MUST BE REINSTALLED AT THE END OF EACH WORK DAY UNTIL PROPOSED CONFIDENCE LANE SUBSTANTIALLY COMPLETED. (10) ONCE UNDERGROUND BMP CHAMBERS AND PROPOSED CONFIDENCE LANE IS SUBSTANTIALLY COMPLETE CONTRACTOR SHOULD WORK METHODICALLY FOR THE REMAINDER KEEPING EROSION AND SEDIMENT MEASURE IN PLACE AS LONG AS FEASIBLE. (11) ADDITIONAL EROSION AND SEDIMENT MEASURES AND DURATION OF EACH MEASURE CAN BE DICTATED BY FREDERICK COUNTY EROSION AND SEDIMENT INSPECTOR. (12) WARNING FENCING TO BE PROVIDED PRIOR TO CONSTRUCTION START. PHASE II: SEQUENCE OF CONSTRUCTION- (1) INSTALL INLET PROTECTION (3.07) PER PLAN TO PROTECT INSTALL DRAINAGE STRUCTURES. (2) INSTALL OUTLET PROTECTION (3.18) PER PLAN. (3) INSTALL SOIL STABILIZATION BLANKET AND MATTING (3.36) PER PLAN. (4) INSTALL PERMANENT SEEDING (3.32) PER PLAN. ALL CONTROLS INSTALLED IN PHASE I SHOULD REMAIN UNTIL THE SITE IS STABILIZED. THE INLET PROTECTION WITH STONE COMBINATION SHALL BE RELOCATED WHEN OUTLET STRUCTURE INSTALLED. TEMPORARY SEEDING (3.31) AND/OR PERMANENT SEEDING (3.32) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED 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 THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. SOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. ALL EARTH BERMS, DAMS, DIKES, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE-COMPACTED, IMMEDIATELY SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN FIVE (5) DAYS AFTER GRADING. MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED AT THE DIRECTION OF FREDERICK COUNTY INSPECTOR. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME, OR SLOPE DRAIN STRUCTURE. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOILS AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.(VESCH) ANY CHANGES MADE TO THIS PLAN MUST BE RESUBMITTED FOR APPROVAL WITHOUT EXCEPTION. MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS IS ESTABLISHED. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. SEEDING SHALL BE DONE ACCORDING TO STANDARD AND SPECIFICATION NO. 3.32 OF THE VESCH. PERMANENT STABILIZATION IS DEFINED AS 90% UNIFORM COVERAGE ON THE ENTIRE SITE, ABILITY TO INHIBIT EROSION AND MATURE ENOUGH TO SURVIVE, INCLUDING 2-3 INCH CUTTINGS. PHASES OF LAND DISTURBANCE ACTIVITIES 1. MANDATORY PRE-CONSTRUCTION CONFERENCE SHALL BE SCHEDULED AS REQUIRED BY REGULATIONS. 2. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY. 3.INSTALLATION OF ALL PHASE I EROSION & SEDIMENT CONTROL DEVICES. 4. OBTAIN COUNTY INSPECTOR APPROVAL. 5.ROUGH GRADE SITE. 6.RESTORATION AND STABILIZATION OF DISTURBED AREAS. 7. REMOVE ALL EROSION & SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR. 9VAC25-840-40. MINIMUM STANDARDS. A VESCP MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: 1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. a. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. b. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25-YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. 7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. 8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. 13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. 14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REQUIREMENTS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. 15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. 16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: a. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. b. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. c. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. d. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. e. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THIS CHAPTER. f. APPLICABLE SAFETY REQUIREMENTS SHALL BE COMPLIED WITH. 17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND-DISTURBING ACTIVITIES. 18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE VESCP AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA. STREAM RESTORATION AND RELOCATION PROJECTS THAT INCORPORATE NATURAL CHANNEL DESIGN CONCEPTS ARE NOT MAN-MADE CHANNELS AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS: a. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED. b. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER: (1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE CHANNEL IS 100 TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION; (2) (A) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF CHANNEL BED OR BANKS. (b) ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A 10-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; AND (c) 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 CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL: (1) IMPROVE THE CHANNELS TO A CONDITION WHERE A 10-YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO-YEAR STORM WILL NOT CAUSE EROSION TO THE CHANNEL, THE BED, OR THE BANKS. (2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE 10-YEAR STORM IS CONTAINED WITHIN THE APPURTENANCES; (3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATE FROM A TWO YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATE FROM A 10-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MAN-MADE CHANNEL; OR (4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURES WHICH IS SATISFACTORY TO THE VESCP AUTHORITY TO PREVENT DOWNSTREAM EROSION d. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS. e. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT CONDITION OF THE SUBJECT PROJECT. f. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION, HE SHALL OBTAIN APPROVAL FROM THE VESCP OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE. g. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATERS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL. h. ALL ON-SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE. i. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A DETENTION FACILITY. j. IN APPLYING THESE STORMWATER MANAGEMENT CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS. k. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. l. ANY PLAN APPROVED PRIOR TO JULY 1, 2014, THAT PROVIDES FOR STORMWATER MANAGEMENT THAT ADDRESSES ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS SHALL SATISFY THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS IF THE PRACTICES ARE DESIGNED TO (I) DETAIN THE WATER QUALITY VOLUME AND TO RELEASE IT OVER 48 HOURS; (II) DETAIN AND RELEASE OVER A 24-HOUR PERIOD THE EXPECTED 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-HOUR STORMS TO A LEVEL THAT IS LESS THAN OR EQUAL TO THE PEAK FLOW RATE FROM THE SITE ASSUMING IT WAS IN A GOOD FORESTED CONDITION, ACHIEVED THROUGH MULTIPLICATION OF THE FORESTED PEAK FLOW RATE BY A REDUCTION FACTOR THAT IS EQUAL TO THE RUNOFF VOLUME FROM THE SITE WHEN IT WAS IN A GOOD FORESTED CONDITION DIVIDED BY THE RUNOFF VOLUME FROM THE SITE IN ITS PROPOSED CONDITION, AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS AS DEFINED IN ANY REGULATIONS PROMULGATED PURSUANT TO § 62.1-44.15:54 OR 62.1-44.15:65 OF THE ACT. m.FOR PLANS APPROVED ON AND AFTER JULY 1, 2014, THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS OF § 62.1-44.15:52 A OF THE ACT AND THIS SUBSECTION SHALL BE SATISFIED BY COMPLIANCE WITH WATER QUANTITY REQUIREMENTS IN THE STORMWATER MANAGEMENT ACT (§ 62.1-44.15:24 ET SEQ. OF THE CODE OF VIRGINIA) AND ATTENDANT REGULATIONS, UNLESS SUCH LAND-DISTURBING ACTIVITIES (I) ARE IN ACCORDANCE WITH PROVISIONS FOR TIME LIMITS ON APPLICABILITY OF APPROVED DESIGN CRITERIA IN 9VAC25-870-47 OR GRANDFATHERING IN 9VAC25-870-48 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) REGULATION, IN WHICH CASE THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS OF § 62.1-44.15:52 A OF THE ACT SHALL APPLY, OR (II) ARE EXEMPT PURSUANT TO § 62.1-44.15:34 C 7 OF THE ACT. n. COMPLIANCE WITH THE WATER QUANTITY MINIMUM STANDARDS SET OUT IN 9VAC25-870-66 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) REGULATION SHALL BE DEEMED TO SATISFY THE REQUIREMENTS OF THIS SUBDIVISION 19. EROSION & SEDIMENT CONTROL NOTES: 1. PRIOR TO INITIATING ANY LAND DISTURBING ACTIVITY, IT WILL BE NECESSARY TO SCHEDULE AN ON-SITE PRE-CONSTRUCTION MEETING WITH PUBLIC WORKS STAFF TO DISCUSS THE APPROVED EROSION AND SEDIMENT CONTROL PLAN. NO PRE-CONSTRUCTION MEETINGS WILL BE SCHEDULED PRIOR TO ISSUANCE OF THE LAND DISTURBANCE PERMIT FOR THE SUBJECT PROJECT. THE LAND DISTURBANCE PERMIT WILL BE ISSUED BY THE FREDERICK COUNTY DEPARTMENT OF PUBLIC WORKS. 2. CONTRACTOR TO CONTACT THE FREDERICK COUNTY TO SCHEDULE THE REQUIRED EROSION AND SEDIMENT CONTROL MEASURES INSPECTIONS AS INDICATED BY THE PROGRAM ADMINISTRATOR. IF THE EROSION AND SEDIMENT CONTROL MEASURERS HAVE BEEN INSTALLED IN ACCORDANCE WITH THE APPROVED PLAN, THE DEPARTMENT OF PUBLIC WORKS WILL GRANT APPROVAL TO INITIATE LAND DISTURBING ACTIVITIES. 3. PRIOR TO RELEASE OF BUILDING PERMITS, THE FOLLOWING ITEMS SHALL BE COMPLETED: A) SUBDIVISION SHALL BE STABILIZED IN ACCORDANCE WITH THE APPROVED PLAN (I.E., ROAD SURFACE, STORMWATER CONVEYANCE SYSTEM, CURB AND GUTTER, SIDEWALKS, CHANNEL LININGS, VEGETATIVE COVER, STC.) B) SUBMITTAL OF CERTIFIED AS-BUILT OF THR SUBDIVISION WHICH CONTAINS THE FOLLOWING ITEMS: STORMWATER CONVEYANCE SYSTEM, CURB AND GUTTER, DRAINAGE CHANNELS AND DITCHES, STORMWATER POND. A LETTER FROM THE ENGINEER-OF-RECORD SHALL BE INCLUDED WITH THE AS-BUILT WHICH STATES THAT THE SUBDIVISION HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLAN. C) INDIVIDUAL SUBDIVISION LOT GRADING PLANS SHALL BE SUBMITTED BY THE BUILDER AT THE TIME OF THE BUILDING PERMIT APPLICATION FOR EACH LOT PROPOSED FOR CONSTRUCTION. 4. TEMPORARY AND PERMANENT EROSION CONTROL STRUCTURES AND METHODS TO BE IN ACCORDANCE WITH THE VIRGINIA EROSION CONTROL GUIDELINES AND LOCAL ORDINANCES AND TO BE UTILIZED DURING THE CONSTRUCTION PERIOD. 5. ALL EROSION CONTROL STRUCTURES SHOWN OR AS REQUIRED DURING CONSTRUCTION SHALL BE CONTINUOUSLY MAINTAINED THROUGHOUT THE PERIOD IN WHICH AREAS ARE DENUDED. AREAS SHOWN TO BE SURFACED ARE TO HAVE STONE BASE INSTALLED AT THE EARLIEST POSSIBLE DATE AFTER ESTABLISHING GRADE. NO AREA IS TO REMAIN DENUDED FOR MORE THAN 7 CALENDAR DAYS WHEN CONSTRUCTION IS NOT IN PROGRESS. 6. CONTRACTOR TO CLEAN UP AND RESTORE DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF PIPE-LAYING IN THE AFFECTED AREA. 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. 6APPROVED SITE PLAN WTP STOP STREET MSP MB 15" TW. MSP MSP MSP STREET STOP GA INV. (689.5 3 ) (SILTED) GRATE (705 . 1 3 ) IN (694.73) OUT (694.53 )GRAVEL DRIVEWAYN 31°12' 3 2 " W 1 4 4 . 0 0 'N 12°09'32" W 95.01 ' N 31°12' 3 2 " W 1 9 7 . 5 0 ' N 39°57'20" W 265.09' N 1 4 ° 3 6 ' 1 8 " E 2 4 9 . 6 2 'S 43°01'04" W 1065.55'2 8 . 9 9 ' N 1 4 ° 3 6 ' 1 8 " E N. BUCKTON RD . - RT - 8 4 2 (VAR IAB LE W IDTH R /W ) CMF IRF IPF CMF IPF IRT S1N=7056998.544 E=11548525.861 ELEV.=709.9653'55'1 2 3 6 1279'79'94'96' RCP MSP WP MSP WPP (GUY) GA WPP 18" CMP INV. (689.83) INV. (688.81) WPPWTP MB GA GA DRAINFIELDSITE RELIANCE R O A D - R T - 6 2 7 R/W VARIE S - 4 5 M P H ( P O S T E D ) CLASS GS-3 CONFIDENCE LANEPRIVATE ACCESS DRIVE15 MPH POSTED SPEED LIMITEX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. EOP EX. EOP EX. CG-6 EX. CG-6 EX. EOP EX. EOP EX . E O P EX. ROW EX. ROW EX. ROW EX. ROW E X . R OW EX. ROW LOD LOD LOD LOD LOD LOD LOD LOD DA=2.14 AC TO TRAP #1 DA=2.59 AC TO TRAP #2 DD DD DD BERM TOP=694.00 BERM TOP=689.00 SF INV=685.00 IP OP IP SETTLING TANK WATER SOURCE PROVIDED BY TRUCK C=.30 C=.30 SF DRAINFIELD SITE SR TS TS TS TS TS SF CE SF CE 695 692 693 694 696 697 698 6 9 9 69069569 5700705 710715695690700685690695685 700U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS2101.dwg PLOTTED: 10/19/2023 10:16 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS2101 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAM SHEET APPROVED BY OF 77 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 WORK00 30'60'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED SITE PLAN MATCHLINE SHEET CS2103MATCHLINE SHEET CS2102 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602EROSION AND SEDIMENT CONTROL PLAN PHASE ISHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTEROSION AND SEDIMENT CONTROL LEGEND NO.TITLE KEY SYMBOL 3.31 TEMPORARY SEEDING TS TS LIMITS OF DISTURBANCE LOD CONSTRUCTION ENTRANCE CE SILT FENCE SF3.05 3.02 3.29 SURFACE ROUGHENING SR SR 3.18 OUTLET PROTECTION OP 3.13 TEMPORARY SEDIMENT TRAP ST ST-1 7 GRAVEL DRIVEWAYS 43°01'52" E 928.30'S 43°01'04" W 1065.55'PIN 91-A-89CGORES RENTAL, LLCINST. 050003737ZONED: RAUSE: RESIDENTIAL PIN 91-A-89GORES RENTAL, LLCINST. 050003737ZONED: RAUSE: RESIDENTIAL IRF EX. COMMONW E A L T H O F V I R G I N I A DRAINAGE EA S E M E N T DB 288 PG 294 HWY PB 3 PG 2 8 8 EX. 10' C&P TELEPHONECO. ESMT - DB 326 PG 82RESERVEDRAINFIELDSITE 41' 50'69'53' 54' 3 4 5 7 8 9 94' 31' 104'96' 16 15 111' 101' RESERVEDRAINFIELDSITE INV. (665.83) INV. (669.68)INV. (670.87) WSP 12" CMP GRAVEL ASPHALTDRAINFIELDSITE CONFIDENCE LANEPRIVATE ACCESS DRIVE15 MPH POSTED SPEED LIMITEX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) LOD LOD LOD LOD DA=1.18 AC TO TRAP #3 DA=0.69 AC TO SSF DA=1.43 AC TO TRAP #4 SF SSF SF DD SF BERM TOP=685.00 INV=681.00 DD INV=680.00 C=.30 C=.30 RESERVED DRAINFIELD SITE RESERVE DRAINFIELD SITE SR SR TS TS TS TS SF BERM TOP=683.00 DD DD DD DA=1.00 AC TO TRAP #5C=.30 BERM TOP=681.00 INV=680.00 INV=679.00 SF675 68068 5 6 9 0 67267367467667767867968 168 2 6 8 3 68 4 68 6 68 7 68 8 68 9 691 6 9 1 69 2 68 5 69068 6 68 7 68 8 6 8 9 6756806856906856 8 0 675U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS2102.dwg PLOTTED: 10/19/2023 10:16 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS2102 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAM SHEET APPROVED BY OF 77 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 WORK00 30'60'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED SITE PLAN MATCHLINE SHEET CS2101 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602EROSION AND SEDIMENT CONTROL PLAN PHASE ISHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTEROSION AND SEDIMENT CONTROL LEGEND NO.TITLE KEY SYMBOL 3.31 TEMPORARY SEEDING TS TS LIMITS OF DISTURBANCE LOD SILT FENCE SF3.05 3.29 SURFACE ROUGHENING SR SR 3.18 OUTLET PROTECTION OP 3.13 TEMPORARY SEDIMENT TRAP ST ST-1 SUPER SILT FENCE SSF 8 RELIANCE ROAD - RT-627 R/W VARIES - 45 MPH (POSTED) CLASS GS-3 PIN 91-A-86LINDA E. SIVERTSENINST. 050000112ZONED: RAUSE: RESIDENTIAL WTP GA WP WPP (GUY) WPPWTP WTP WPP 12" WSP MB WSP WPP 10" WTP WPP WPP GA GA MB INV. (695.21)15" CMP INV. (694.87)GRAVELGRAVELASPHALT 15" TW. 15" 24" 18" CO WELL CAP TRB TWO STORYFRAME DWLG. F.F.E.(706.94)GRAVELPORCH15 MPH POSTED SPEED LIMITPIN 91-A-86LINDA E. SIVERTSENINST. 050000112ZONED: RAUSE: RESIDENTIAL EX. EOP EX. EOP EX. EOP EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW LOD LOD LOD IP TS TS TOPSOIL STOCK PILE AREA CE 695700U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS2103.dwg PLOTTED: 10/19/2023 10:17 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS2103 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAM SHEET APPROVED BY OF 77 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 WORK00 30'60'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED SITE PLANMATCHLINE SHEET CS2101 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602EROSION AND SEDIMENT CONTROL PLAN PHASE ISHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTEROSION AND SEDIMENT CONTROL LEGEND NO.TITLE KEY SYMBOL 3.31 TEMPORARY SEEDING TS TS LIMITS OF DISTURBANCE LOD 9 INV. (680.91) WTP STOP STREET MSP MB MSP MSP 15" CMPINV. (690.92) STREET STOP 60" CMP INV. (681.81) INV. (693.55) GAGRAVELGRAVEL DRIVEWAYN 31°12' 3 2 " W 1 4 4 . 0 0 'N 12°09'32" W 95.01 ' N 31°12' 3 2 " W 1 9 7 . 5 0 ' N 39°57'20" W 265.09' N 1 4 ° 3 6 ' 1 8 " E 2 4 9 . 6 2 'N 28°05 '08 " E 367 .74 'N 38°14'28" E 348.82'S 43°01'52" E 928.30'S 43°01'04" W 1065.55'2 8 . 9 9 ' N 1 4 ° 3 6 ' 1 8 " E N 43°13'08" E2.02' RELIANCE ROAD - RT-627 R/W VARIES - 45 MPH (POSTED) CLASS GS-3N. BUCKTON RD . - RT - 8 4 2 (VAR IAB LE W IDTH R /W ) PIN 91-A-89CGORES RENTAL, LLCINST. 050003737ZONED: RAUSE: RESIDENTIAL PIN 91-A-89GORES RENTAL, LLCINST. 050003737ZONED: RAUSE: RESIDENTIAL PIN 91-A-85MADA, LCINST. 110000002ZONED: RA USE: AGRICULTURAL PIN 91-A-86LINDA E. SIVERTSENINST. 050000112ZONED: RAUSE: RESIDENTIAL CMF IRF IPFCMF IRF IPF CMF IPF IRT S1N=7056998.544 E=11548525.861 ELEV.=709.96 TRAV. S1102 N=7057612.661 E=11548750.375 ELEV.=689.68 EX. COMMONW E A L T H O F V I R G I N I A DRAINAGE EA S E M E N T DB 288 PG 294 HWY PB 3 PG 2 8 8 NB ON RAMPNB OFF RAMP - EXIT 302RCP TM 91-A-57MIDDLETOWN PROPERTIES LLCTM 91 ((A)) LOT 57.ZONE B2 RESERVEDRAINFIELDSITE 41' 50'53'55'69'53' 54' 1 2 3 4 5 6 7 8 9 1279'79'94'31' 104'96' 10 14 17 13 16 15 111'100'91' 101'RESERVEDRAINFIELDSITE INV. (665.83)2 4 " C M P INV. (666.80) INV. (669.68)INV. (670.87) WSP 12" CMP GRAVELASPHALT MSP WP MSP WPP (GUY)WTPGAGA WPP 18" CMPINV. (689.83) INV. (688.81)WPPWTP WP WPP WTP WTP WPP 12"WSPMB WSPWPP 10"WTPWPPMB GA GAGA GA MB INV. (695.21)15" CMPINV. (694.87)GRAVELGRAVELASPHALT 15" TW. 15" 24"18" CO WELL CAP TRB TWO STORYFRAME DWLG. F.F.E.(706.94)GRAVELDRAINFIELDSITE CONFIDENCE LANEPRIVATE ACCESS DRIVE15 MPH POSTED SPEED LIMITCONFIDENCE LANEPRIVATE ACCESS DRIVE15 MPH POSTED SPEED LIMITPIN 91-A-86LINDA E. SIVERTSENINST. 050000112ZONED: RAUSE: RESIDENTIAL EX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. EOP EX. EOP EX. EOP EX. CG-6 EX. CG-6 EX. EOP EX. EOPEX. EOP EX. EOP EX . E O P EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW E X . R OW EX. ROW EX. ROW UNDERGROUND STORM FACILITY ISOLATOR ROW 1.5 1.4 15" HDPE1.3 15" HDPE1.2 24" HDPE1.1 24" HDPE 24" HDPE 1.0 3.0 18" HDPE 2.2 15" HDPE2.1 18" HDPE2.0 15" HDPE 18" H D P E TD215" HDPE TD1 4.4 15" HDPE 15" HDPE4.2 4.14 4.5 9.0 18" HD P E 30" HDPE 5.11 5.10 15" RCP CL III5.115" HDPE 30"HDPE5.4 5.3 24" HDPE5.2 24" HDPE24" HDPE6.1 15" HDPE5.5 24" HDPE5.624" HDPE 6.0 15" HDPE 18" HDPE5.7 5.8 8.015" HDPE 2.3 TRENCH DRAIN 1 TRENCH DRAIN 2 10.3 24" HDPE 10.0 24" HDPE 5.0 4.3 STRM ESMT 20' STRM ESMT STRM ESMT 20' STRM ESMT 20' STRM ESMT 10.2 10.2A 2.1A OW-A 11 10" HDPE10" HDPE 11.1 10" HDPE OW-B 10" HDPER4 R3 R2 R1 CO1 8" PVC 10.130" HDPE30" RCP CL III30" RCP CL III15" HDPE18" HDPE30" RCP CL III R20R19R18R17 R16 R15 R14 R13 R12 8" PVCR11 R10 8" P V C R53 R52 8" PVCR51 6 IN PVC TYP ALL 6" ROOF DRAINS TERMINATE 5' FROM BLDG15" HDPEC1AC115" HDPE NO PARKING LOADING ZONE PROP. 60 FT BLDG STBK 5'R 5'R20'R50'R50'R2'R 37'PROPOSED SHEETZ BUILDING 6,879 SF FFE 695.50 MAX HEIGHT 35' PROPOSED DIESEL PUMP CANOPY PROPOSED PUMP CANOPY C&G O5,800 VPDPROP. 50 F T B L D G S T B K PRO P . 3 5 F T B L DG S T B KPROP. 35 FT BLDG STBKPRO. UNDERGROUND STORAGE TANK N=7,057,335.7 E=11,549,373.5 PRO. BAYFILTER N=7,057,508.5 E=11,549,306.3 NO PARKING LOADING ZONESKY SIGN BASE ELEV- 697.00 TOP OF SIGN ELEVATION =760.00 (PER ARTICLE VII- PART 704 IA )2'R 25'R32'R 2'R 15'R2'R10'R38'R20'R3' R10'R2' R 3'R25'R 25'R31'R 45'R 3'R 5'R5'R 12' R 25'R50'R50'R5'R10'R45'R3'R25'R55'R2'R2'R2'R2'RFUTURE RELOCATIONOF BUCKTON ROADPER FREDERICKCOUNTYCOMPREHENSIVE PLANEND CONSTRUCTIONSTA 71+0069+54.8161+40.7657+87.7360+65.7657+0058+0059+0060+0061+0062+0063+0064+0065+0066+0067+0068+0069+0070+0071+0071+53PT 56+69.46PC 58+70.23PT 63+81.69PI 69+51.77PI 70+48.6462+07.2264+57.2266+57.2270+85.22CG-7 CG-7 75 ' RCG-6CG-6CG-6CG-6CG-6CG-6CG-6CG-6CG-625'R10 ' R 3'R25'R49'R 10'R2' R C G - 6 2' R 25'R2'R25 ' R CG-7 56' R CG-7 80'RCG-650' R50'R57+94.70 (37.88' R)63+99.71 (52.15' R)67+58.46 (51.83' R)PR. ROW PR. ROW PR. ROW ℄ ℄63+57 (26.00' R)CG-7TRNS6" PVC SAN LAT6" PVC SAN LAT50' SETBACK PRO. WELL LOCATION (SOUTH) N=7,056,892.5 E=11,548,780.1 PRO. WELL LOCATION (NORTH) N=7,057,413.0 E=11,549,449.5 50' SETBACK 10+0011+0011+1810+00 11+0011+93 10+0011+0012+0012+61PRO. WELL LOCATION (EAST) N=7,056,485.5 E=11,549,169.6 50' SETBACK IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP OP IP BM BM BM BM BM BM IP IP IP LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD675 675680680685685690695671671672673673674674676676677677678678679679681681682682683683684684686686687687688 688689691692693694696697698670670668668669669671672 675680685685 685672672673674676677678679681682683683683684684 684686 686 6866876876886 8 8 675680685690690672 673674676677678679681682683684686687688689689691692693694695 695 700700 705 705 710 710692693694 694 6 9 6 696 69 7 697 69 8 698 6 9 9 699 701701 702702 703 703 704 704 706 706 707 707 708 708 709 709 711 711 712 712 713713 714 714695694696697698698 67567567568068068068568568569069069069 5 671671672 672672673 673673674 674674 67 6 67667667767767 7 6786786786796796796816816816826826826836836836846846846866866866876876876886886886896896 8 9 691 691691 6916916926 9 3 69 469 6 68 7 690 691 692 693 70 3 674 6 7 2 677675671695700700694696697697698698699699701701 70 2 7027037037 0 4 704 6 9 0 6957 0 0700 700 70068 6 6876 8 8 6 8 9 6 9 1 6 9 2 69 3694 69669769769 76976 9 7 698 6 9 8 699 6997 0 1701690684698696700684682686688 690 692 694 696 710711712 696 696 695691692693694695 700 693 694 696 697 698 699 69 0 69268868 6 688686 684 682 688690 686 678680682680678676675674672673670682684686683681680680700705 697698699701702703704706707708709 69 5 691692693694 696697 96 30 HP 696 695 696 700698 697 697 97 29 TC 96 91 EP 96 74 FL 97 00 TC9698 TC 9690CL 9686CL 96 58 TC9330 TC 90 01 TC 89 76 TC 89 69 TC8966 TC 89 93 SW 89 70 TC 90 35 TC 93 42 TC 96 27 TC 96 47 SW 93 59 SW 9753 CL 9715 TC 088 TC 184 TC 194 TC 663 TC 1235 TC 6 9 1 69 26936906916926936926916906896883.5:13.5:13.5:1EX SLO P E 2.2:1EX SLOPE 2.2:1 DA = 0.92 AC C = 0.85 (TO GRATE INLET 5.9) DA = 2.0 AC C = 0.35 (TO CROSS SECTION C-C) DA = 1.66 AC C = 0.35 (TO CROSS SECTION B-B) DA = 1.31 AC C = 0.35 (TO CROSS SECTION A-A) DA = 0.98 AC C = 0.35 (TO CROSS SECTION D-D) DA = 0.06 AC C = 0.50 (TO DRIVEWAY CULVERT) Total Flow Path Tc =14.5 Mins. CHANNEL 1,012 lf @ 1.38% DA 2.0(TO STUDY POINT 2)MANAGED TURF = 0.87IMPERVIOUS = .24 Ac.DA = 1.11 Ac.CNW = 69 (VRRM TAB B) DA 1.0(TO STUDY POINT 1)IMPERVIOUS = 12.78MANAGED TURF = 2.68DA = 15.46 Ac.CNW = 92 (VRRM TAB A) Total Flow Path Tc =5.0 Mins. (Assumed) DA 4 (UNCONTROLLED )MANAGED TURF = 0.81DA = 0.81 Ac.CNW = 61Tc = 0.4 min (VRRM TAB C) DA 3.0 (TO STUDY POINT 3) MANAGED TURF = 0.00 IMPERVIOUS = 0.00 Ac.DA = 0.00 Ac.CNW = 00 (REDIRECTED TO STUDY POINT 1)67568068 5 6 9 0 6 9 5 67267367467667767867968 1 68 2 6 8 3 68 468 668 768 868 9 6 9 1 6 9 2 6 9 3 6 9 4 69 6 695 691 6 9 1 69 2 693 694 696 697 698 6 9 9 68 5 69068 668 768 8 6 8 9 67568068569069069569 5700705 710715 6956956907006856906956856 8 0 675700700U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS2200.dwg PLOTTED: 10/19/2023 10:18 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS2200 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAM SHEET APPROVED BY OF 77 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 WORK00 60'120'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602EROSION AND SEDIMENT CONTROL PLAN PHASE IIOVERALLSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICT3.07 STORM DRAIN INLET PROTECTION IP 3.18 OUTLET PROTECTION OP SOIL STABILIZATION BLANKETS AND MATTING B/M3.36 3.05 SILT FENCE SF 3.32 PERMANENT SEEDING PS PS LIMITS OF DISTURBANCE LOD 3.19 RIPRAP RR EROSION AND SEDIMENT CONTROL LEGEND NO.TITLE KEY SYMBOL 10 WTP STOP STREET MSP MB 15" TW. MSP MSP MSP STREET STOP GA INV. (689.5 3 ) (SILTED) GRATE (705 . 1 3 ) IN (694.73) OUT (694.53 )GRAVEL DRIVEWAYN 31°12' 3 2 " W 1 4 4 . 0 0 'N 12°09'32" W 95.01 ' N 31°12' 3 2 " W 1 9 7 . 5 0 ' N 39°57'20" W 265.09' N 1 4 ° 3 6 ' 1 8 " E 2 4 9 . 6 2 'S 43°01'04" W 1065.55'2 8 . 9 9 ' N 1 4 ° 3 6 ' 1 8 " E N. BUCKTON RD . - RT - 8 4 2 (VAR IAB LE W IDTH R /W ) CMF IRF IPF CMF IPF IRT S1N=7056998.544 E=11548525.861 ELEV.=709.9653'55'1 2 3 6 1279'79'94'96' RCP MSP WP MSP WPP (GUY) GA WPP 18" CMP INV. (689.83) INV. (688.81) WPPWTP MB GA GA DRAINFIELDSITE RELIANCE R O A D - R T - 6 2 7 R/W VARIE S - 4 5 M P H ( P O S T E D ) CLASS GS-3 CONFIDENCE LANEPRIVATE ACCESS DRIVE15 MPH POSTED SPEED LIMITEX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. EOP EX. EOP EX. CG-6 EX. CG-6 EX. EOP EX. EOP EX . E O P EX. ROW EX. ROW EX. ROW EX. ROW E X . R OW EX. ROW 1.5 1.4 15" HDPE2.2 15" HDPE2.1 18" HDPE15" HDPE TD2 15" HDPE TD1 5.4 5.3 24" HDPE24" HDPE6.1 15" HDPE5.5 24" HDPE5.6 24" HDPE 6.0 15" HDPE 18" HDPE5.7 5.8 2.3 TRENCH DRAIN 1 TRENCH DRAIN 2 20' STRM ESMT 20' STRM ESMT 2.1A OW-A 11 10" HDPE10" HDPE 11.1 10" HDPE OW-B 10" HDPER4 R3 R2 R1 CO1 8" PVC R20R19R18R17 R16 R15 R14 R13 R12 8" PVCR11 R10 8" P V C R53 R52 8" PVCR51 6 IN PVC TYP ALL 6" ROOF DRAINS TERMINATE 5' FROM BLDG15" HDPEUD-4 UD-4 UD-4 CONNECT TO INLETSSTOPNO PARKING LOADING ZONE DOUBLE36UNDERGROUND STORAGETANK FIELD 5'R 5'R50'R50'R40' FC 18'18'C&G OC&G OCONCRETE BARRIER CROSSWALK CLEARANCE BAR MENU BOARD TANK VENT(S) TANK APRON(S) TANK ISLAND (TYPE)STOPDIESEL OUTBUILDING CROSSWALK DRIVE-THRUDRIVE THRU PICK-UP ZONE PROPOSED SHEETZ BUILDING 6,879 SF FFE 695.50 MAX HEIGHT 35' PROPOSED DIESEL PUMP CANOPY PROPOSED PUMP CANOPY CURB C CURB C CURB CCURB CC&G O-SPC&G OC&G OC&GO-SP C&G OC&G O-SPC&G O-SP41' ACC. ESMT.5,800 VPDPROP. 50 F T B L D G S T B K P RO P . 3 5 F T B LDG S T B K CURB CCURB BNO PARKING LOADING ZONEAIRAIRCURB CFLAG POLE OWS VENT AUTO DOORYIELD DRIVETHRU 2'R 25'R 32'R 2'R 15'R2'R3' R 10'R2' R 3'RCG9B CG-12ACG-12ACG-12ADS DS DS DS DS DS DS DS DS DS DS AUTO5' S/W25'R31'R 45'R 3'R 5'R5'R 12' R 25'R50'R50'RC&G OCURB C 2'R2'R2'R2'RC&G O-SP ORDER POINT R1-1 SIGN R1-5a SIGNSTOP PROPANE EXCHANGE 20K GAL. FUEL TANK12K GAL. FUEL TANK30K GAL. FUEL TANK30K GAL. FUEL TANKINTX SPAC I N G = 8 1 4 '69+54.8161+40.7660+65.7661+0062+0063+0064+0065+0066+0067+0068+0069+00PT 63+81.69PI 69+51.7775'62+07.2264+57.22250' LT TURN66+57.22200' LT TA P E R 12'12.7'EX428' WB LA N E T R A N S I T I O N 6' WIDENING (LEN = 62.5')96' TAPER (8:1 ) CG-7 75 ' RCG-6CG-6CG-6CG-625'R10 ' R 3'R25'R49'R 10'R2' R C G - 6 3' 3' PR. GDRL - M G S 2 ( ± 5 0 L F ) SEE CS3050 A CG-7 6'PVMT TRAN S ( 4 5 ° ) MAT. EX EO P PR. GDRL - M G S 2 ( ± 5 0 L F ) SEE CS3050 A 56' R CG-7 80'RCG-612'12'12.5'12'12'12.5'EX12'12'18'EOP12'EOP18.7'EX5' SWLK 5' SWLK12'EOP12.5'EX14.3'EX50' R50'RPR. GRADING, DRAINAGE& SLOPE MAINTENANCE ESMT.63+99.71 (52.15' R)67+58.46 (51.83' R)PR. ROW PR. ROWSAW-CUT & MAT. EX PVMT℄ WP-2 WP-2 WP-263+57 (26.00' R)CG-7TRNS5' SWLK SIGNEND OF SID E W A L K BEG. NOSE D D O W N C U R B TERMINATIO N O V E R 4 ' PR. GDRL - M G S 1 A (TOTAL ±32 5 L F ) SEE CS3050 A 6" PVC SAN LAT6" PVC SAN LATPRO. WELL LOCATION (SOUTH) N=7,056,892.5 E=11,548,780.1 WL-AYARD HYDRANT10+0011+0011+181" WATERLINE (TYP) YARD HYD (TYP)1" CURB STOP (TYP) 2" CURB STOP 2" COPPER WATERLINE 1" CURB STOP (TYP) 1" WATERLINE (TYP) 10+00 11+0011+93 10+0011+0012+0012+61WL-BWL-C PRO. WELL LOCATION (EAST) IP IP IP IP IP IP IP IP IP IP IP BM IP PS PS PS PS PS PROVIDE EC-2 MATTING LOD LOD LOD LOD LOD LOD LOD LOD 695700705 705 710 710 694 6 9 6 69 7 69 8 6 9 9701701702702 703 703 704 704 706 706 707 707 708 708 709 709 711 711 712 712 713713 714 714 69 0 691 692 693 70 3 6 9 0 68 6 6876 8 8 6 8 9 6 9 1 6 9 2 69 3 89 10TC 96 00TC 95 76TC 95 18TC 94 48TC 94 23TC 93 39TC 93 36TC 93 76TC 93 61TC 90 52TC 92 00 92 50TC 92 80TC 93 85TC 94 24TC 94 00TC 93 35TC 94 00TC 93 00TC 92 50TC 92 04TC 92 19TC 93 60TC 93 35TC 95 00TC 94 44TC 94 34TC 94 00TC 93 80TC 95 39TC 95 35TC 93 90TC 94 20TC 95 38 95 40 95 12 95 32 95 32 95 42 92 90TW 94 42 FF=695.50 95 00 93 00 95 21TC 95 42 92 00 94 11 94 82 95 44TC 93 36 92 10TC 92 70TC 94 94 88 TC 88 72TC 90 00TC 91 00TC 92 00TC 93 00TC 95 36 92 90TW 95 00TC 96 80TC 91 20TC 95 84 95 00TC 93 00TC 94 50HP 92 15 91 52TC 11 55 96 79TC 95 75TC 91 54 91 38 92 00 94 94RIM 95 07RIM 95 12RIM 95 00RIM 94 14RIM 95 50 95 50 95 50 95 14 95 14TC 95 14 95 14TC 95 42 95 00 87 50TC 87 72TC 95 21 95 09TC 94 90TC 95 32 94 99TC 94 49 94 00 95 30 94 94 94 94 94 94 95 63 96 29 94 98 94 82 94 11 95 30 95 32 96 35TC 96 50TC 95 82 93 96 93 31 94 94 93 28 95 42 95 00 95 42 94 70 95 20TC 95 00TC 94 50 93 50 94 00TC 95 42 95 42 94 62 89 60TC 91 42TC 92 85 90 88TC 91 43TC 88 29 94 00 93 00 92 00 91 00 90 00 89 00 94 00TC 94 50 94 70TC 94 20 94 78 93 50 94 52 94 50TC 95 38 94 84 95 34TC 95 44TC 94 94 92 20TC 92 50TC 92 69TC 95 44TC 95 44TC 93 51 93 51 91 56TC 91 46 91 56TC 91 46FF=691.56 91 56 91 56 91 56TOC 91 50 91 50 91 50TC 94 50TC 93 00TC 93 57TC 93 60TC 93 73 94 00TC 93 00TC 93 00TC 92 50 93 11 92 00 92 15 92 00 92 40 95 08TC 91 86 91 54 91 86 91 54 91 86 91 54 91 86 91 54 91 86 91 54 91 86 91 54 91 86 91 54 91 86 91 54 91 86 91 54 91 86 93 71 93 71 93 00 93 50 93 40 93 40 91 90 91 90 91 30 91 30 90 46 90 46 90 36 90 26 91 06 96 50 94 17TC 92 00 92 00 3.9%1.5%2.0% 1.0%1.37%1.9%3.5%3.3% 1.0% 4.5%1.0%4.2%1.2%2.8%1.3%2.2%1.2%1.2%1.0%3.9%1.0%1.0%1.5%1.5%1.5%1.75%1.3%1 . 0%1.0%5.0% 2.5%1.54.5% 1.48% 2.6% 4.5%3.0%1.9%2.0%5.7% 690 692 694 696 710711712 696 696 69569169269369469 0 692688 06 53 94 00TC 95 00TC 96 00TC 96 09TC 96 50TC 95 39 96 50TC 94 80TC 94 61TC 95 59 96 00 96 00 95 59 93 42TC 93 66TC 93 13 95 13TC 94 64 94 69 700 705 697 698699 701702703704706707708709 69 5 691 692 693 694 696 697 93 30 TC 90 01 TC 89 76 TC 89 69 TC8966 TC 89 93 SW 89 70 TC 90 35 TC 93 42 TC 96 27 TC 96 47 SW 93 59 SW 9753 CL 9715 TC 088 TC 184 TC 194 TC 663 TC 12 35 TC 6 9 1 69 2 6936906916926936926916906896883.5:13.5:13.5:1EX SLO P E 2.2:1EX SLOPE 2.2:1 695 692 693 694 696 697 698 6 9 9 69069569 5700705 710715695690700685690695685 700U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS2201.dwg PLOTTED: 10/19/2023 10:20 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS2201 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2021-03-19 RAM SHEET APPROVED BY OF 77 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 WORK00 30'60'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED SITE PLAN MATCHLINE SHEET CS2202 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602EROSION AND SEDIMENT CONTROL PLAN PHASE IISHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICT3.07 STORM DRAIN INLET PROTECTION IP SOIL STABILIZATION BLANKETS AND MATTING B/M3.36 3.32 PERMANENT SEEDING PS PS LIMITS OF DISTURBANCE LOD 3.19 RIPRAP RR EROSION AND SEDIMENT CONTROL LEGEND NO.TITLE KEY SYMBOL 11 GRAVEL DRIVEWAYS 43°01'52" E 928.30'S 43°01'04" W 1065.55'PIN 91-A-89CGORES RENTAL, LLCINST. 050003737ZONED: RAUSE: RESIDENTIAL PIN 91-A-89GORES RENTAL, LLCINST. 050003737ZONED: RAUSE: RESIDENTIAL IRF EX. COMMONW E A L T H O F V I R G I N I A DRAINAGE EA S E M E N T DB 288 PG 294 HWY PB 3 PG 2 8 8 EX. 10' C&P TELEPHONECO. ESMT - DB 326 PG 82RESERVEDRAINFIELDSITE 41' 50'69'53' 54' 4 5 7 8 9 94' 31' 104'96' 16 15 111' 101' RESERVEDRAINFIELDSITE INV. (665.83) INV. (669.68)INV. (670.87) WSP 12" CMP GRAVEL ASPHALTDRAINFIELDSITE CONFIDENCE LANEPRIVATE ACCESS DRIVE15 MPH POSTED SPEED LIMITEX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) UNDERGROUND STORM FACILITY ISOLATOR ROW 1.3 15" HDPE1.2 24" HDPE1.1 24" HDPE 24" HDPE 1.0 3.0 18" HDPE 2.0 15" HDPE 18" H D P E 4.4 15" HDPE 15" HDPE4.2 4.14 4.5 9.0 18" HD P E 30" HDPE 5.11 5.10 15" RCP CL III5.115" HDPE 30"HDPE5.2 24" HDPE24" HDPE8.0 15" HDPE 10.3 24" HDPE 10.0 24" HDPE 5.0 4.3 STRM ESMT 20' STRM ESMT STRM ESMT 10.2 10.2A 10.1 30" HDPE30" RCP CL III30" RCP CL III 15" HDPE18" HDPE30" RCP CL III 20'R2'R 22 17 RETAINING WALL CLEARANCE BAR MENU BOARD CHAIN LINK FENCE C&G OC&G OC&G O-SP VDOT CL I RIPRAP PRO. UNDERGROUND STORAGE TANK N=7,057,335.7 E=11,549,373.5 PRO. BAYFILTER N=7,057,508.5 E=11,549,306.3 SITE LIGHT SITE LIGHT 6' OPAQUE FENCE 16'18.5'2110'R38'R20'R3' GATE5' CONC S/W5' S/W25'R 25'R 45'R 5'R10'R45'R3'R25'R55'RCURB C GRAVEL CURB C CURB CFUTURE RELOCATIONOF BUCKTON ROADPER FREDERICKCOUNTYCOMPREHENSIVE PLANCG-6CG-6CG-6CG-6CG-6CG-62' R 25'R2'R25 ' R 41' ACC. ESMT.PR. GRADING, DRAINAGE& SLOPE MAINTENANCE ESMT.PR. ACCESS, DRAINAGE,GRADING AND MAINTENANCE EASEMENT WASTE WATER TREATMENT PLANT WL-APRO. WELL LOCATION (NORTH) N=7,057,413.0 E=11,549,449.5 50' SETBACK 11+0011+18IP IP IP IP IP IP IP IP IP IP IP IP OP BM BM BM IP PS PS PS IP LOD LOD LOD LOD675 675680680685685690671671672673673674674676676677677678678679679681681682682683683684684686 686687 687688 688689691692693694670670668668669669671672 675680685 685685672672673674676677678679681682683683683684 684684686 686 6866876876886 8 8 675680685690690672 673674676677678679681682683684686687688689689691692693694675675675680680680685685685690690690671671672 672672673 673673674 674674 67 6 67667667767767 7 6786786786796796796816816816826826826836836836846846846866866866876876876886886886896896 8 9 691 691 691 69169168 7 674 6 7 2 677675671 82 85TC 82 84TW 81 52 90 52TC 89 00TC 86 92TC 85 07TC 81 37TC 80 32TC 94 00TC 93 35TC 92 90TW 86 00 86 72TC 80 00 84 24HP 87 00TC 88 00TC 72 92 50TW 92 90TW 92 50TW 89 96TC 89 00TC 89 16TC 84 00 83 00 82 00TC 94 50HP 79 00TC 79 23TC 70 50 87 50 87 16TC 88 65 88 50 88 80 88 80 93 00TC 93 11 81 30 84 60 85 48 82 76 82 95 81 10 87 00 85 00 86 00 87 00 88 00 85 00 86 00 81 50TC 81 60TC 81 80TC 82 00TC 82 00BW 82 76TW 77 00BW 81 00BW 82 84TW 81 50 88 72 88 72 88 72 3.9%2.0%4.2%2.0%1.0%1.5%1.5%1.7%1.9%1.3% 2.6% 2.2%2.0% 4.0 2.9 684682686688 68 6 688686 684 682 688 690 686 678680682680678676675674672673670682684686683681680680 88 00BW 90 00BW 86 00TC 86 00TC 84 00TC 83 00TC 85 00TC 83 20 82 32TC 81 22TC 84 53TC 84 43 82 49TC 82 39 1.48%1.38% 85 00TC 84 00TC 83 00TC675 68068 5 6 9 0 67267367467667767867968 168 2 6 8 3 68 4 68 6 68 7 68 8 68 9 691 6 9 1 69 2 68 5 69068 6 68 7 68 8 6 8 9 6756806856906856 8 0 675U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS2202.dwg PLOTTED: 10/19/2023 10:22 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS2202 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAM SHEET APPROVED BY OF 77 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 WORK00 30'60'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED SITE PLAN MATCHLINE SHEET CS2201 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602EROSION AND SEDIMENT CONTROL PLAN PHASE IISHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICT3.07 STORM DRAIN INLET PROTECTION IP 3.18 OUTLET PROTECTION OP SOIL STABILIZATION BLANKETS AND MATTING B/M3.363.05 SILT FENCE SF 3.32 PERMANENT SEEDING PS PSLIMITS OF DISTURBANCE LOD 3.19 RIPRAP RR EROSION AND SEDIMENT CONTROL LEGEND NO.TITLE KEY SYMBOL 12 730 660660 66066067067 0 6 7 0 670680680680680 690690690 69 0 700700 700 700700700700700700700 700700700700710710710710720720730 730730 73 0 6806806906 9 0 6 9 0 70070070071071071071071071 0 7107 2 0 730TM 91-A-56M-EXPRESS LLCDB 838 PG 2972.67 AC.ZONE B2 STOP STREET MSP MB 15" TW. MSP MSP MSP STREET STOPGRA VE L GRAVEL DRIVEWAYPIN 91-A-89CGORES RENTAL, LLCINST. 050003737ZONED: RAUSE: RESIDENTIAL PIN 91-A-89GORES RENTAL, LLCINST. 050003737ZONED: RAUSE: RESIDENTIAL PIN 91-A-85MADA, LCINST. 110000002ZONED: RA USE: AGRICULTURAL PIN 91-A-86LINDA E. SIVERTSENINST. 050000112ZONED: RAUSE: RESIDENTIAL IRT S1N=7056998.544E=11548525.861 ELEV.=709.96 TRAV. S1102 N=7057612.661 E=11548750.375 ELEV.=689.68 EX. 10' C&P TELEPHONECO. ESMT - DB 326 PG 82100423D 107623D TM 91-A-57MIDDLETOWN PROPERTIES LLCTM 91 ((A)) LOT 57.ZONE B2 96 ' WSP GRAVELASPHALT MSP MSP 12" WSP MB WSP 10"MB MB GRAVELGRAVELASPHALT 15" TW. 15" 24"18" CO WELL CAP TRB GRAVELPORCH PIN 91-A-86LINDA E. SIVERTSENINST. 050000112ZONED: RAUSE: RESIDENTIAL EX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) E X GU ARD R A I L E X GU AR D R A I L EX. EOP EX. EOPEX. EOP EX. EOP EX. CG-6 EX. CG-6 EX. EOP EX. EOPEX. EOP EX. EOP EX . E O P EX. ROWEX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW E X . R OW EX. ROW EX. ROW StudyPoint 1 StudyPoint 2 StudyPoint 3 A A Total Flow Path Tc = 26.9 Mins. SHEET 60 lf @ 2.5% DA= 31.76 AC (TO EXISTING 60" CMPCULVERT 3-4) (BY-PASS) EX. CULVERT 3-4 EX. CULVERT 5-6 EX. 24" CMP CULVERT 7-8 EX. 15" CMP CULVERT 9-10 DA= 0.19 AC (TO EXISTING RCP" CULVERT 5-6) (BY-PASS) DA 1.0 (TO STUDY POINT 1)IMPERVIOUS = 0.33MANAGED TURF = 0.00 FORESTED = 11.67 Ac.DA = 12.00 Ac.CNW = 56 DA 2.0(TO STUDY POINT 2)IMPERVIOUS = .016MANAGED TURF = 4.39FORESTED = 6.31 Ac.DA = 10.86 Ac.CNW = 58 DA 3.0(TO STUDY POINT 3)IMPERVIOUS = 0.08MANAGED TURF = 1.68FORESTED = 3.38 Ac.DA = 5.14 Ac.CNW = 58 C D A C C CHANNEL 314 lf @ 4.14% SHALLOW 119 lf @ 2.5% 100 lf @ 2.1% SHALLOW 495 lf @ 2.3% CHANNEL 468 lf @ 3.4% B A B CHANNEL 930 lf @ 2.4% Total Flow Path Tc =44.6 Mins. B Total Flow Path Tc =10.7 Mins.U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS2300.dwg PLOTTED: 10/19/2023 10:23 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS2300 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAM SHEET APPROVED BY OF 77 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 WORK00 150'300'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602PRE-DEVELOPMENT DRAINAGE AREA MAPSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTRange/Turf Ground CoverGood Condition (HSG B) Impervious Ground CoverAll Conditions (HSG ALL) New Graded Areas or FallowGround Cover (HSG B) Ground Cover Hatch Key 13 INV. (680.91) WTP STOP STREET MSP MB 15" TW. MSP MSP MSP 15" CMPINV. (690.92) STREET STOP 60" CMP INV. (681.81) INV. (693.55) GA INV. (689.5 3 ) (SILTED) GRATE (705 . 1 3 ) IN (694.73) OUT (694.53 )GRAVE L GRAVEL DRIVEWAYN 31°12' 3 2 " W 1 4 4 . 0 0 'N 12°09'32" W 95.01 ' N 31°12' 3 2 " W 1 9 7 . 5 0 ' N 39°57'20" W 265.09 ' N 1 4 ° 3 6 ' 1 8 " E 2 4 9 . 6 2 'N 28°05 '08 " E 367 .74 'N 38°14'28" E 348.82'S 43°01'52" E 928.30'S 43°01'04" W 1065.55'2 8 . 9 9 ' N 1 4 ° 3 6 ' 1 8 " E N 43°13'08" E2.02' RELIANCE ROAD - RT-627 R/W VARIES - 45 MPH (POSTED) CLASS GS-3N. BUCKTON RD . - RT - 8 4 2 (VAR IAB LE W IDTH R /W ) PIN 91-A-89CGORES RENTAL, LLCINST. 050003737ZONED: RAUSE: RESIDENTIAL PIN 91-A-89GORES RENTAL, LLCINST. 050003737ZONED: RAUSE: RESIDENTIAL PIN 91-A-85MADA, LCINST. 110000002ZONED: RA USE: AGRICULTURAL PIN 91-A-86LINDA E. SIVERTSENINST. 050000112ZONED: RAUSE: RESIDENTIAL CMF IRF IPFCMF IRF IPF CMF IPF IRT S1N=7056998.544 E=11548525.861 ELEV.=709.96 TRAV. S1102 N=7057612.661 E=11548750.375 ELEV.=689.68 EX. COMMONW E A L T H O F V I R G I N I A DRAINAGE EAS E M E N T DB 288 PG 294 HWY PB 3 PG 2 8 8 EX. 10' C&P TELEPHONECO. ESMT - DB 326 PG 82NB ON RAMPNB OFF RAMP - EXIT 302I-81 - NBLRCP TM 91-A-57MIDDLETOWN PROPERTIES LLCTM 91 ((A)) LOT 57.ZONE B2 RESERVEDRAINFIELDSITE 41' 50'53'55'69'53' 54' 1 2 3 4 5 6 7 8 9 1279'79'94' 31' 104'96' 10 14 17 13 16 15 111'100'91' 101'RESERVEDRAINFIELDSITE RCP INV. (665.83) 2 4 " C M P INV. (666.80) INV. (669.68)INV. (670.87) WSP 12" CMP GRAVELASPHALT MSP WP MSP WPP (GUY)WTPGAGA WPP 18" CMPINV. (689.83) INV. (688.81)WPPWTP WPWPP (GUY)WPP WTP WTP WPP 12"WSPMB WSPWPP 10"WTPWPP WPP MB GA GAGA GA MB INV. (695.21)15" CMPINV. (694.87)GRAVELGRAVELASPHALT 15" TW. 15" 24"18" CO WELL CAP TRB TWO STORYFRAME DWLG.F.F.E.(706.94)GRAVELPORCH DRAINFIELDSITE RELIANCE R O A D - R T - 6 2 7 R/W VARIE S - 4 5 M P H ( P O S T E D ) CLASS GS-3 CONFIDENCE LANEPRIVATE ACCESS DRIVE15 MPH POSTED SPEED LIMITCONFIDENCE LANEPRIVATE ACCESS DRIVE15 MPH POSTED SPEED LIMITPIN 91-A-86LINDA E. SIVERTSENINST. 050000112ZONED: RAUSE: RESIDENTIAL EX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) E X GU ARD R A I L EX GU ARD R A I L EX. EOP EX. EOP EX. EOP EX. EOP EX. CG-6 EX. CG-6 EX. EOP EX. EOPEX. EOP EX. EOP EX . E O P EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW E X . R O W EX. ROW EX. ROW LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 68 7 690 691 692 693 70 3 674 6 7 2 677675671684682686688 690 692 694 696 710711712 696 696 695691692693694695 700 693 694 696 697 698 699 69 0 69268868 6 688686 684 682 688690 686 678680682680678676675674672673670682684686683681680680700705 697698699701702703704706707708709 69 5 691692693694 696697 96 30 HP 696 695 694 696 700698 697 697 94 90 TC9729 TC 96 91 EP 96 74 FL 97 00 TC9698 TC 93 30 TC 90 01 TC 89 76 TC 89 69 TC8966 TC 89 93 SW 89 70 TC 90 35 TC 93 42 TC 96 27 TC 96 47 SW 93 59 SW 9715 TC 088 TC 184 TC 194 TC 663 TC 12 35 TC 6 9 1 69 2 693690691692693692691690689688STOP PR. GRADING, DRAINAGE & SLOPE MAINTENANCE ESMT. NO PARKING LOADING ZONE DOUBLE36UNDERGROUND STORAGETANK FIELD PROP. 60 FT BLDG STBK 5'R 5'R20'R50'R50'R2'R 40' FC 18'18'C&G OC&G O37'7 13 13 5 8 5 22 17 STOPDIESEL OUTBUILDING PROPOSED SHEETZ BUILDING 6,879 SF FFE 695.50 MAX HEIGHT 35' PROPOSED DIESEL PUMP CANOPY PROPOSED PUMP CANOPY CURB C CURB C CURB CCURB CC&G O-SPC&G OC&G OC&G OC&G OC&G O-SP C&GO-SP C&G OC&G O-SPC&G O-SP41' ACC. ESMT.5,800 VPDPROP. 50 F T B L D G S T B K P RO P . 3 5 F T B LDG S T B KPROP. 35 FT BLDG STBKVDOT CL I RIPRAP PRO. UNDERGROUND STORAGE TANK N=7,057,335.7 E=11,549,373.5 PRO. BAYFILTER N=7,057,508.5 E=11,549,306.3 CURB CCURB BNO PARKING LOADING ZONEAIRAIRSKY SIGN BASE ELEV- 697.00 TOP OF SIGN ELEVATION =760.00 (PER ARTICLE VII- PART 704 IA ) SITE LIGHT MONUMENT SIGN CURB CFLAG POLE SITE LIGHT SITE LIGHT OWS VENT AUTO DOOR OUTSIDE DINING 15 SEATSYIELD DRIVETHRU16'18.5'2'R 25'R32'R 2'R 15'R2'R2110'R38'R20'R3' R10'R2' R 3'RCG9B CG-12ACG-12ACG-12ADS DS DS DS DS DS DS DS DS DS DS AUTO5' CONC S/W5' S/W25'R 25'R31'R 45'R 3'R 5'R5'R 12' R 25'R50'R50'R5'R10'R45'R3'R25'R55'RC&G OCURB C 2'R2'R2'R2'RC&G O-SP STOPGRAVEL CURB C CURB CPROPANE EXCHANGEYIELDSTOPFUTURE RELOCATIONOF BUCKTON ROADPER FREDERICKCOUNTYCOMPREHENSIVE PLANTYPE III UNRESTRICTED BEG. CONSTRUCTIONSTA 55+00END CONSTRUCTIONSTA 71+00INTX SPACING = 353' (PRIV D/W) INTX SPAC I N G = 8 1 4 '69+54.8161+40.7657+87.73540' WB LANE TRANSITION 55+25BEG. TRAN60+65.7612'EX12'EX54+0055+0056+0057+0058+0059+0060+0061+0062+0063+0064+0065+0066+0067+0068+0069+0070+0071+0071+53PT 56+69.46PC 58+70.23PT 63+81.69PI 69+51.77PI 70+48.6455+41.13 (12.40' R)MAT. EX EPEX. EOP 75'62+07.2264+57.22250' LT TURN66+57.22200' LT TAP E R 12'12.7'EX428' WB LA N E T R A N S I T I O N70+85.226' WIDENING (LEN = 62.5')96' TAPER (8:1) CG-7 CG-7 75 ' RCG-6CG-6CG-6CG-6CG-6CG-6CG-6CG-6CG-625'R10 ' R 3'R25'R49'R 10'R2' R C G - 6 2' R 25'R2'R25' R 3' 3' PR. GDRL - M G S 2 ( ± 5 0 L F ) SEE CS3050 A CG-7 6'PVMT TRANS ( 4 5 ° ) MAT. EX EO P PR. GDRL - M G S 2 ( ± 5 0 L F ) SEE CS3050 A 56' R CG-7 80'RCG-612'12'12.5'14'EX12'EX12'12'12'12.5'EX12'12'EX13.3'EX12'18'EOP12'EOP18.7'EX5' SWLK 5' SWLK12'EOP12.5'EX14.3'EX50' R50'R41' ACC. ESMT. PR. GRADING, DRAINAGE & SLOPE MAINTENANCE ESMT.PR. GRADING, DRAINAGE& SLOPE MAINTENANCE ESMT.PR. GRADING, DRAINAGE& SLOPE MAINTENANCE ESMT.57+94.70 (37.88' R)63+99.71 (52.15' R)67+58.46 (51.83' R)PR. ROW PR. ROW PR. ROW ℄ ℄63+57 (26.00' R)CG-7TRNS5' SWLK BEG. NOSED D O W N C U R B TERMINATIO N O V E R 4 ' PR. GDRL - M G S 1 A (TOTAL ±325 L F ) SEE CS3050 A PR. ACCESS, DRAINAGE,GRADING AND MAINTENANCE EASEMENT UNDERGROUND STORM FACILITY ISOLATOR ROW 1.5 1.4 1.3 1.2 1.1 1.0 3.0 2.2 2.1 2.0 TD2 TD1 4.4 4.2 4.14 4.5 9.0 5.11 5.10 5.1 5.4 5.3 5.2 6.1 5.5 5.6 6.0 5.7 5.8 8.0 2.3 10.3 10.0 5.0 4.3 STRM ESMT 20' STRM ESMT STRM ESMT 20' STRM ESMT 20' STRM ESMT 10.2 10.2A 2.1A OW-A 11 11.1 OW-B R4 R3 R2 R1 CO1 10.1 R20R19R18R17 R16 R15 R14 R13 R12 R11 R10 R53 R52R51 C1AC1 UD-4 UD-4 UD-4 CONNECT TO INLETS UD-4 UD-4 DA = 0.92 AC C = 0.85 (TO GRATE INLET 5.9) DA = 2.0 AC C = 0.35 (TO CROSS SECTION C-C) DA = 1.66 AC C = 0.35 (TO CROSS SECTION B-B) DA = 1.31 AC C = 0.35 (TO CROSS SECTION A-A) DA = 0.98 AC C = 0.35 (TO CROSS SECTION D-D) DA = 0.06 AC C = 0.50 (TO DRIVEWAY CULVERT) Total Flow Path Tc =14.5 Mins. CHANNEL 1,012 lf @ 1.38% DA 2.0(TO STUDY POINT 2)MANAGED TURF = 0.87IMPERVIOUS = .24 Ac.DA = 1.11 Ac.CNW = 69 (VRRM TAB B) A B DA 1.0(TO STUDY POINT 1)IMPERVIOUS = 12.78MANAGED TURF = 2.68DA = 15.46 Ac.CNW = 92 (VRRM TAB A) Total Flow Path Tc =5.0 Mins. (Assumed) StudyPoint 1 StudyPoint 2 DA 4 (UNCONTROLLED )MANAGED TURF = 0.81DA = 0.81 Ac.CNW = 61Tc = 0.4 min (VRRM TAB C) DA 3.0 (TO STUDY POINT 3)MANAGED TURF = 0.00 IMPERVIOUS = 0.00 Ac.DA = 0.00 Ac.CNW = 00 (REDIRECTED TO STUDY POINT 1) StudyPoint 3 U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS2301.dwg PLOTTED: 10/19/2023 10:23 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS2301 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2021-03-19 RAM SHEET APPROVED BY OF 77 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 WORK00 60'120'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602POST-DEVELOPMENT DRAINAGE AREA MAPSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTRange/Turf Ground CoverGood Condition (HSG B) Impervious Ground CoverAll Conditions (HSG ALL) Ground Cover Hatch Key 14 U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS2500.dwg PLOTTED: 10/19/2023 10:23 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS2500 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAM SHEET APPROVED BY OF 77 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 540.665.0493APPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602EROSION AND SEDIMENT COMPUTATIONSSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICT15 U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS2501.dwg PLOTTED: 10/19/2023 10:24 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS2501 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAM SHEET APPROVED BY OF 77 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 540.665.0493APPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602EROSION AND SEDIMENT CONTROL DETAILSSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICT16 13'35' NO PARKING LOADING ZONE DOUBLE36UNDERGROUND STORAGETANK FIELD73'20'51.22' 45'50'R 8 PROPOSED PUMP CANOPY TRANSITION TOC&G O-SP TRANSITION TOC&G O-SP C&G O-SP O-SP C&G OC&G O-SP TRANSITION TOC&G O-SPC&G O-SPPROP. 50 FT B L D G S T B KAIR AIRTRUCK EXITSIGN SKY SIGNBASE ELEV- 697.00TOP OF SIGN ELEVATION =760.00(PER ARTICLE VII- PART 704 IA ) SITE LIGHT MONUMENT SIGN FLAG POLE CG9B 1 6 ' G R A V E L D R I V E 50'R50'RC&G O-SPEND CONSTRUCTIONSTA 71+00INTX SPACI N G = 8 1 4 '69+54.8162+0063+0064+0065+0066+0067+0068+0069+0070+0071+00PT 63+81.69PI 69+51.77PI 70+48.6462+07.2264+57.22250' LT TURN66+57.22200' LT TAP E R 12'12.7'EX428' WB LAN E T R A N S I T I O N70+85.226' WIDENING (LEN = 62.5')96' TAPER (8:1) 3' CG-7 6'PVMT TRANS ( 4 5 ° ) MAT. EX EOP PR. GDRL - M G S 2 ( ± 5 0 L F ) SEE CS3050A 56' R CG-7 80'R12'12'12.5'EX12'12'EX13.3'EX12'18'EOP12'EOP18.7'EX5' SWLK12'EOP12.5'EX14.3'EX50'R63+99.71 (52.15' R)67+58.46 (51.83' R)PR. ROW PR. ROWSAW-CUT & MAT. EX PVMT℄ ℄ WP-2 WP-263+57 (26.00' R)EOP 5' SWLK SIGNEND OF SIDE W A L K BEG. NOSED D O W N C U R B TERMINATION O V E R 4 ' PR. GDRL - M G S 1 A (TOTAL ±325 L F ) SEE CS3050A STOP STREET MSP MB 15" TW. MSP MSP STREET STOP INV. (689.5 3 ) (SILTED) GRATE (705 . 1 3 ) IN (694.73) OUT (694.53 )N 58°47'28" E 210.01'N 31°12' 3 2 " W 1 4 4 . 0 0 'N 12°09'32" W 95.01 ' N 31°12' 3 2 " W 1 9 7 . 5 0 ' N 39°57'20" W 265.0 9 ' PIN 91-2-B1.4527 ACRESZONED: B2USE: COMMERCIALN. BUCKTON RD . - RT - 8 4 2 (VAR IAB LE W IDTH R /W ) CMF IPF IRT S1N=7056998.544 E=11548525.861 ELEV.=709.96 NB OFF RAMP - EXIT 302107623D TM 91-A-57MIDDLETOWN PROPERTIES LLCTM 91 ((A)) LOT 57.ZONE B2 RCP WP MSP GA WPP 18" CMP INV. (689.83) INV. (688.81)GA RELIANCE R O A D - R T - 6 2 7 R/W VARIE S - 4 5 M P H ( P O S T E D ) CLASS GS-3 (NO DISTURBANCE) EX. EOP EX. EOP EX. CG-6 EX. CG-6 EX. EOP EX. EOP EX . E O P EX. ROW EX. ROW EX. ROW EX. ROW E X . R O W 6.1 15" HDPE5.52.3 8" PVC UD-4 UD-4 50' SETBACK PRO. WELL LOCATION (SOUTH) N=7,056,892.5 E=11,548,780.1 LOD LOD LOD LOD PR. GRADING, DRAINAGE& SLOPE MAINTENANCE ESMT. DOUBLE36UNDERGROUND STORAGETANK FIELD PROP. 60 FT BLDG STBK 37'C&G O-SP 5,800 VPD10+00 11+00 TYPE III UNRESTRICTED BEG. CONSTRUCTIONSTA 55+00INTX SPACING = 353' (PRIV D/W)61+40.7657+87.73540' WB LANE TRANSITION 55+25BEG. TRAN60+65.7612'EX12'EX55+0056+0057+0058+0059+0060+0061+0062+0063+00PT 56+69.46PC 58+70.2355+41.13 (12.40' R)MAT. EX EPEX. EOP 75'62+07.22250' LT TURN 12'12.7'EX6' WIDENING (LEN = 62.5')96' TAPER (8:1) CG-9D (9') CG-7 CG-7 75 ' R CG-7 80'RCG-612'12'12.5'14'EX12'EX12'12'50' R50'RPR. GRADING, DRAINAGE& SLOPE MAINTENANCE ESMT.57+94.70 (37.88' R)PR. ROW WP-2 WP-2 WP-2 WP-2CG-7TRNSCG-6CG-7TRNSGRVL D/W (9') WTP 15" CMP INV. (690.17) GAN 39°57'20" W 265.0 9 ' RELIANCE ROAD - RT-627 R/W VARIES - 45 MPH (POSTED) CLASS GS-3 IPF TM 91-A-57MIDDLETOWN PROPERTIES LLCTM 91 ((A)) LOT 57.ZONE B2 TOP (689.44) (SILTED) MSP 24" CMPINV. (686.14) INV. (685.66) WPP (GUY) WTPGA GA WPP 18" CMP INV. (689.83) INV. (688.81) WPPWTP WP WPP (GUY) WPPWTP WTP WPP 12" WSP MB WSP WPP 10" WTP WPP WPP MB GA GAGA GA MB INV. (695.21)15" CMP INV. (694.87)GRAVELGRAVELASPHALT 15" TW. 15" 24" 18" CO WELL CAP INV. (695.67) INV. (695.40) TRB TWO STORYFRAME DWLG. F.F.E.(706.94)GRAVELPORCH 15" CMP PIN 91-A-86LINDA E. SIVERTSENINST. 050000112ZONED: RAUSE: RESIDENTIAL EX. EOP EX. EOP EX. EOP EX. EOP EX. EOPEX. EOP EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW 6.1 15" HDPE6.0 15" HDPE 5.7 5.8 C1AC1 15" HDPE UD-4 CONNECT TO INLETS UD-4 UD-4 LOD LOD LOD LOD LOD U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS3050.dwg PLOTTED: 10/19/2023 10:25 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS3050 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 WORK00 30'60'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602RELIANCE ROAD GEOMETRIC PLANSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICT EX. RELIANCE ROAD (ROUTE 627) VARIABLE WIDTH R/W ROAD CLASSIFICATION: GS-3 POSTED SPEED 45 MPH ADT: 7800 NORTH00 30'60' SHEET OF17 77 13'35' NO PARKING LOADING ZONE DOUBLE36UNDERGROUND STORAGETANK FIELD73'20'51.22' 45'50'R 8 PROPOSED PUMP CANOPY TRANSITION TOC&G O-SP TRANSITION TOC&G O-SP C&G O-SP O-SP C&G OC&G O-SP TRANSITION TOC&G O-SPC&G O-SPPROP. 50 FT B L D G S T B KAIR AIRTRUCK EXITSIGN SKY SIGNBASE ELEV- 697.00TOP OF SIGN ELEVATION =760.00(PER ARTICLE VII- PART 704 IA ) SITE LIGHT MONUMENT SIGN FLAG POLE CG9B 1 6 ' G R A V E L D R I V E 50'R50'RC&G O-SPEND CONSTRUCTIONSTA 71+00INTX SPACI N G = 8 1 4 '69+54.8162+0063+0064+0065+0066+0067+0068+0069+0070+0071+00PT 63+81.69PI 69+51.77PI 70+48.6462+07.2264+57.22250' LT TURN66+57.22200' LT TAP E R 12'12.7'EX428' WB LAN E T R A N S I T I O N70+85.226' WIDENING (LEN = 62.5')96' TAPER (8:1) 3' CG-7 6'PVMT TRANS ( 4 5 ° ) MAT. EX EOP PR. GDRL - M G S 2 ( ± 5 0 L F ) SEE CS3050A 56' R CG-7 80'R12'12'12.5'EX12'12'EX13.3'EX12'18'EOP12'EOP18.7'EX5' SWLK12'EOP12.5'EX14.3'EX50'R63+99.71 (52.15' R)67+58.46 (51.83' R)PR. ROW PR. ROWSAW-CUT & MAT. EX PVMT℄ ℄ WP-2 WP-263+57 (26.00' R)EOP 5' SWLK SIGNEND OF SIDE W A L K BEG. NOSED D O W N C U R B TERMINATION O V E R 4 ' PR. GDRL - M G S 1 A (TOTAL ±325 L F ) SEE CS3050A STOP STREET MSP MB 15" TW. MSP MSP STREET STOP INV. (689.5 3 ) (SILTED) GRATE (705 . 1 3 ) IN (694.73) OUT (694.53 ) N 31°12' 3 2 " W 1 4 4 . 0 0 'N 12°09'32" W 95.01 ' N 31°12' 3 2 " W 1 9 7 . 5 0 ' N 39°57'20" W 265.0 9 'N. BUCKTON RD . - RT - 8 4 2 (VAR IAB LE W IDTH R /W ) CMF IPF IRT S1N=7056998.544 E=11548525.861 ELEV.=709.96 NB OFF RAMP - EXIT 302TM 91-A-57MIDDLETOWN PROPERTIES LLCTM 91 ((A)) LOT 57.ZONE B2 RCP WP MSP GA WPP 18" CMP INV. (689.83) INV. (688.81)GA RELIANCE R O A D - R T - 6 2 7 R/W VARIE S - 4 5 M P H ( P O S T E D ) CLASS GS-3 (NO DISTURBANCE) EX. EOP EX. EOP EX. CG-6 EX. CG-6 EX. EOP EX. EOP EX . E O P EX. ROW EX. ROW EX. ROW EX. ROW E X . R O W 6.1 15" HDPE5.52.3 8" PVC UD-4 UD-4 50' SETBACK PRO. WELL LOCATION (SOUTH) N=7,056,892.5 E=11,548,780.1 LOD LOD LOD LOD 695700705 710 710 694 6 9 6 69 7 69 8 6 9 9701702703704 706 707 708 708 709 709 711 711 712 712 713713 714 714 70 3 96 00TC 95 76TC 95 18TC 94 48TC 94 23TC TC 94 20TC 94 94 82 94 94 95 36 95 00TC 96 80TC 95 84 95 00TC 11 55 96 79TC 95 75TC 94 94RIM 95 30 94 94 94 94 94 94 95 63 96 29 94 98 94 82 94 11 95 30 95 32 96 35TC 96 50TC 95 82 93 96 96 50 1.0%1.37%1.0%1.3%1.2%1.5%1.5%1.5%1.75%1.3%1. 0% 696 710711712 696 696 695692693694 06 53 94 00TC 95 00TC 96 00TC 96 09TC 96 50TC 95 39 96 50TC 94 80TC 94 61TC 95 59 96 00 96 00 95 59 700 705 697 698699 701702703704706707708709 69 5 691 692 693 694 696 697 93 42 TC 96 27 TC 96 47 SW 93 59 SW 9753 CL 9715 TC 088 TC 184 TC 194 TC 663 TC 12 35 TC 3.5:13.5:13.5:1EX SLO P E 2.2:16 9 9 69 5700705 710715695700 700PR. GRADING, DRAINAGE& SLOPE MAINTENANCE ESMT. DOUBLE36UNDERGROUND STORAGETANK FIELD PROP. 60 FT BLDG STBK 37'C&G O-SP 5,800 VPD10+00 11+00 TYPE III UNRESTRICTED BEG. CONSTRUCTIONSTA 55+00INTX SPACING = 353' (PRIV D/W)61+40.7657+87.73540' WB LANE TRANSITION 55+25BEG. TRAN60+65.7612'EX12'EX55+0056+0057+0058+0059+0060+0061+0062+0063+00PT 56+69.46PC 58+70.2355+41.13 (12.40' R)MAT. EX EPEX. EOP 75'62+07.22250' LT TURN 12'12.7'EX6' WIDENING (LEN = 62.5')96' TAPER (8:1) CG-9D (9') CG-7 CG-7 75 ' R CG-7 80'RCG-612'12'12.5'14'EX12'EX12'12'50' R50'RPR. GRADING, DRAINAGE& SLOPE MAINTENANCE ESMT.57+94.70 (37.88' R)PR. ROW WP-2 WP-2 WP-2 WP-2CG-7TRNSCG-6CG-7TRNSGRVL D/W (9') WTP GAN 39°57'20" W 265.0 9 ' RELIANCE ROAD - RT-627 R/W VARIES - 45 MPH (POSTED) CLASS GS-3 IPF TM 91-A-57MIDDLETOWN PROPERTIES LLCTM 91 ((A)) LOT 57.ZONE B2 MSP WPP (GUY) WTPGA GA WPP 18" CMP INV. (689.83) INV. (688.81) WPPWTP WP WPP (GUY) WPPWTP WTP WPP 12" WSP MB WSP WPP 10" WTP WPP WPP MB GA GAGA GA MB INV. (695.21)15" CMP INV. (694.87)GRAVELGRAVELASPHALT 15" TW. 15" 24" 18" CO WELL CAP TRB TWO STORYFRAME DWLG. F.F.E.(706.94)GRAVELPORCH PIN 91-A-86LINDA E. SIVERTSENINST. 050000112ZONED: RAUSE: RESIDENTIAL EX. EOP EX. EOP EX. EOP EX. EOP EX. EOPEX. EOP EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW 6.1 15" HDPE6.0 15" HDPE 5.7 5.8 C1AC1 15" HDPE UD-4 CONNECT TO INLETS UD-4 UD-4 LOD LOD LOD LOD LOD 695 694 69 0 691 692 693 695700700694696697697698698699699701701 70 2 7027037037 0 4 704 6 9 0 695 6957 0 0700 700 70068 6 6876 8 8 6 8 9 6 9 1 6 9 2 69 3 694 694696696 697697697 69 7697 6 9 7 698 6 9 8 699 6997 0 1701 96 79TC 96 29 96 35TC 96 50TC 95 82 696 695694695 700 693 694 696 697 698 699 96 50TC 96 50TC 96 00 96 00 96 30 HP 696 695 694 696 700 698 697 697 94 90 TC 97 29 TC 96 91 EP 96 74 FL 97 00 TC9698 TC 9444EP 9409CL 9690CL 9686CL 96 58 TC 93 30 TC 90 01 TC 89 76 TC 89 69 TC8966 TC 89 93 SW 89 70 TC 93 42 TC 93 59 SW 6 9 1 69 2 693690 69 5 695700694 692 U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS3051.dwg PLOTTED: 10/19/2023 10:26 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS3051 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 WORK00 30'60'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602RELIANCE ROAD GRADING PLANSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTMATCHLINE THIS SHEETMATCHLINE THIS SHEETEX. RELIANCE ROAD (ROUTE 627) VARIABLE WIDTH R/W ROAD CLASSIFICATION: GS-3 POSTED SPEED 45 MPH ADT: 7800 NORTH00 30'60' SHEET OF18 77 10"CMPINV. (687.26)INV. (687.50)15" CMPINV. (690.17)GAGRAVEL DRIVEWAYN 39°57'20" W 265.09'S 43°01'04" W 1065.55'IRFIPFTM 91-A-57MIDDLETOWN PROPERTIES LLCTM 91 ((A)) LOT 57.ZONE B2TOP (689.44)(SILTED)ASPHALTMSPWPP (GUY)GAWPPWTPGAGACONFIDENCE LANE PRIVATE ACCESS DRIVE 15 MPH POSTED SPEED LIMIT CONFIDENCE LANE PRIVATE ACCESS DRIVE 15 MPH POSTED SPEED LIMITEX. EOPEX. EOPEX. ROW4.4 4.24.1 4 4.5 9.0 5.1 5.4 5.3 5.2 6.1 5.5 5.6 6.0 5.7 5.8 8.0 5.0 4.3 R1 CO1 R53 R52NO PARKING LOADING ZONE2'R40' FC18'18'C&G OC&G O-SP5,800 VPD10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0021+022'R15 ' R 2'R 10'R 38'R 20'R25'R25'R45'R12'R25 ' R 5'R 10'R45' R 3'R25' R 55'R 2'R2'R2'R 61+40.76 60+65.76 61+00 62+00 62+07.22 75'RCG-6 CG-6 CG-6 CG-6 CG-6 CG-6 CG-6CG-6CG-6 2 5 ' R10'R3'R 25'R49'R 10'R2'RCG-62'R25 ' R 2' R 25'R8 0 ' R CG-6 ℄℄WP-2CG-7 TRNS CG-6CG-7 TRNS 675 680685 672 672 673 674 676 677 678 679 681 6 8 2683684686687688 675680685 690 690 672673674 676677678679681 68 2 683684686687688689689691692693694 675 680 672 6 7 3 67 4 676677678679 681682 687690691692693674690686687 688 689 691 695 691 692 693 694 690692 68 8 686688 682680 678 676675674 672673 670 682684686 680 6809001TC8976TC8969TC8966TC8993SW8970TC9035TC9342TC9359SW 691692693690 691 692 693 692 691 690 689 688 CONFIDENCE LANE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' 660 670 680 690 700 710 660 670 680 690 700 710 9+00 10+00693.4688.2692.60687.5691.75687.9690.9011+00688.2690.17688.2689.77688.6689.70689.2689.9512+00689.9690.52690.5691.37691.1692.09691.4692.5313+00691.6692.70691.5692.60691.3692.21690.9691.6814+00690.5691.14689.9690.61689.5690.07689.2689.5415+00688.6689.00688.6688.47688.3687.93687.1687.4016+00686.4686.86686.0686.33685.7685.80685.3685.3317+00684.7684.88684.1684.43684.1683.98684.2683.5318+00684.0683.08683.7682.63683.2682.18681.9681.7519+00681.3681.37680.3681.05679.3680.77678.1680.5120+00675.9680.26672.7680.00672.0679.75673.4679.4921+00674.3679.2422+00 23+00 3.59% -1.02% -2.14% -1.80% -3.40%STA 10+00ELEV 693.45STA 16+56ELEV 685.67STA 21+01.59ELEV 679.22PVI STA = 12+86.29 PVI ELEV = 693.58 A.D. = -5.73 K = 22.68 BVCS: 12+21.29BVCE: 691.24EVCS: 13+51.29EVCE: 692.19HIGH POINT ELEV = 692.70 HIGH POINT STA = 13+02.79 130' VC PVI STA = 11+45.26 PVI ELEV = 688.51 A.D. = +7.00 K = 19.30 BVCS: 10+77.76BVCE: 690.80EVCS: 12+12.76EVCE: 690.93LOW POINT ELEV = 689.69 LOW POINT STA = 11+43.41 135' VC PVI STA = 19+00 PVI ELEV = 681.28 A.D. = +0.78 K = 128.33 BVCS: 18+50BVCE: 682.18EVCS: 19+50EVCE: 680.77100' VC EX. GRADE FIN. GRADE 35" COVER 95% COMPACTED FILL 95% COMPACTED FILL 95% COMPACTED FILL 95% COMPACTED FILL 57" COVER 27" COVER U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS3052.dwg PLOTTED: 10/19/2023 10:27 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS3052 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2021-03-19 RAMAPPROVED 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 WORK00 50'100'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602CONFIDENCE LANE PLAN AND PROFILESHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTCONFIDENCE LANE ROAD CLASSIFICATION: PRIVATE POSTED SPEED: 15 MPH SHEET OF19 77 MB15" TW.N 58°47'28" E 210.01'IPFCMFIPFTM 91-A-57MIDDLETOWN PROPERTIES LLCTM 91 ((A)) LOT 57.ZONE B212"10"GRAVELGRAVELASPHALT15" TW.15"24"18"COWELL CAPTRBTWO STORYFRAME DWLG.F.F.E.(706.94)PIN 91-A-86LINDA E. SIVERTSENINST. 050000112ZONED: RAUSE: RESIDENTIALEX. EOP EX. EOP EX. EOP EX. CG-6 EX. EOP EX. EOP EX. EOP EX. EOP EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW NO PARKING LOADING ZONEPROP. 60 FT BLDG STBK50'R37'40'C&G O-SPC&G OC&G O-SPC&G O-SP5,800 VPDCG9B50'R50'RC&G O-SPBEG. CONSTRUCTIONSTA 55+0061+40.7657+87.7355+25BEG. TRAN60+65.7655+0056+0057+0058+0059+0060+0061+0062+0063+0064+0065+0066+0067+00PT 56+69.46PC 58+70.23PT 63+81.6955+41.13 (12.40' R)MAT. EX EPEX. EOP 62+07.2264+57.2266+57.22CG-7 CG-7 75 ' R CG-7 CG-7 80'RCG-650' R 50'R57+94.70 (37.88' R)63+99.71 (52.15' R)67+58.46 (51.83' R)PR. ROW PR. ROW PR. ROW WP-2 WP-2 WP-2 WP-2 63+57 (26.00' R)CG-7TRNSCG-6CG-7TRNS695 7 0 0 705 710 694 69669769 8 6 9 9 701702703 704 706 707 708 709690 691 692 693 70 3 695700700694696697697698698699699701701 70 27027037037 0 4 704 69 0 695 6957 0 0 700700 7006 8 6 6876 8 8 68 9 6 9 1 6 9 2 69 3 694 694696696 697697697 6976976 9 7 698 6 9 8 699 6997 0 1 701696 696 696 695691692693694695 700 693694 696697698699 700 705 697 698 699 701 702703704 706707708709 9630 HP 696695694 696 700 698 697697 9490 TC 9729 TC 9691 EP 9674 FL9700 TC 9698 TC 9444EP 9409CL 9690CL 9686CL 9658 TC 9330 TC 9001 TC 8976 TC 8969 TC 8966 TC 8993 SW 8970 TC 9035 TC 9342 TC 9627 TC 9647 SW9359 SW 9753 CL 9715 TC 088 TC 184 TC 194 TC 663 TC 69 1 69 2 693 6906916926933.5:122.7'LINE OF SIGHT (A1) -5+92 -5+00 -4+00 -3+00 -2+00 -1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+006+11 LINE OF SIGHT (A2) VA. SEC. RTE. 627 RELIANCE ROAD VARIABLE WIDTH R/W ROAD CLASSIFICATION GS-3 POSTED SPEED LIMIT = 45MPH WB-67 - Interstate Semi-TrailerPROP RIGHT OF WAY SLOPE GRADING AND DRAINAGE ESM'T CAR LINE OF SIGHT A1 CAR LINE O F SI G H T A 2 HEIGHT OF TARGET 3.5' HEIGHT OF TARGET 3.5' EX. GRADE SIGHT DISTANCE A - RELIANCE ROAD (FULL ACCESS ENTRANCE) HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' 670 680 690 700 710 720 670 680 690 700 710 720 -6+00 695.9695.71-5+00696.4695.71696.4695.49-4+00699.1695.89699.1696.30-3+00700.0695.03700.1694.54-2+00699.6694.05697.3693.74-1+00694.1693.08691.3690.710+00687.7691.75689.4691.481+00692.4693.12694.3694.912+00695.6696.49696.5698.143+00697.6700.13699.1702.004+00701.8703.29704.5705.065+00706.7706.66708.4708.476+00710.16+25 SDL 590'SDR 625' DESIGN SPEED = 45 MPH POSTED SPEED LIMIT 45 MPH 3 LANE MAJOR DIVIDED ADT = 1,200 HEIGHT OF EYE (CAR) 3.5'FIN. GRADE HEIGHT OF EYE (TRUCK) 7.92' TRUCK LINE O F SI G H T A 2 TRUCK LINE OF SIGHT A1 FIN. GRADE U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS3100.dwg PLOTTED: 10/19/2023 10:28 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS3100 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 WORK00 50'100'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602SIGHT DISTANCESHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF20 77 U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS3110.dwg PLOTTED: 10/19/2023 10:28 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS3110 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAM SHEET APPROVED BY OF 77 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 540.665.0493APPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602GUARDRAIL DESIGNSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICT21 22"x34" SHEET HAS BEEN INSERTED AT HALF SCALE THRU LANE (EBL) 12' (MIN,) WIDTH VARIES VARIES 2.00% 18' TRAVEL LANE 2.5' CG-6 6' GRASS 60' ACCESS ESMT.ACCESS ESMT.1 12 " WEARING ASPHALT COURSE 4 1/2"-BM-25 8" AGGREGATE STONE BASE COMPACTED SUBGRADE 6' V-DITCH ACCESS ESMT.2.00% VARIES 18' TRAVEL LANE 3:1 3:1 VARIES 2.5' CG-6 PROVIDE 4" UNDERDRAIN PER VDOT DETAIL UD-4 PROVIDE 4" UNDERDRAIN PER VDOT DETAIL UD-4 2.33' CG-7 PR.WIDENING & TRANSITION TYPICAL SECTIONRELIANCE ROAD STA. 55+41.13 WIDENING AND LANE TRANSITION RURAL COLLECTOR (GS-3) 45 MPH DESIGN SPEED (NTS) * SUPER ELEVATION CROSS SLOPE VARIES SEE SHEETS CS3201-CS3207 10"- 21BCOMPACTED SUBGRADE CL EXISTING PAVEMENT SECTION MILL INTO EXISTING PAVEMENT TO A MINIMUM DEPTH OF 1.5" AND OVERLAY WITH FINAL SURFACE MIX TO PROVIDE A SMOOTH LAP JOINT PROVIDE SAWCUT EDGE WP-2 UD-4 EXTEND STONE BASE 1' BEYOND CG-7 EX. GRADE 2.0% 3:1 3:1 ADJUST EX. GRADE TO MATCH PVMT. ELEVATION TOPSOIL, SEED AND MULCH 2.33' CG-7PR. WIDENING 12' WBL THRU LANE TYPICAL SECTIONRELIANCE ROAD STA. 60+65.76 WIDENING AND LANE TRANSITION RURAL COLLECTOR (GS-3) 45 MPH DESIGN SPEED (NTS) * SUPER ELEVATION CROSS SLOPE VARIES SEE SHEETS CS3201-CS3207 10"- 21B COMPACTED SUBGRADE THRU LANE (EBL) 12' (MIN,) WIDTH VARIES CL EXISTING PAVEMENT SECTION MILL INTO EXISTING PAVEMENT TO A MINIMUM DEPTH OF 1.5" AND OVERLAY WITH FINAL SURFACE MIX TO PROVIDE A SMOOTH LAP JOINT PROVIDE SAWCUT EDGE WP-2 EX. EDGE OFPAVEMENTUD-4 EXTEND STONE BASE 1' BEYOND CG-7 EX. GRADE 3:1 3:1 * MATCH EX. WBL SLOPE EXTEND STONE BASE 1' BEYOND CG-6TYPICAL SECTIONCONFIDENCE LANE STA.10+95.04 TO 21+02 LOCAL ROAD (PRIVATE) - 5,800 VPD 25 MPH DESIGN SPEED (NTS) 2" - SM 12.5A 4.0" - BM-25.0 12" - 21B 3.0" - IM-19.0 2" - SM 12.5A 4.0" - BM-25.0 12" - 21B 3.0" - IM-19.0 EX. 6" ASPHALT EX. 10" AGGREGATE EX. 6" ASPHALT EX. 10" AGGREGATE * VARIES * VARIES EX THRU LANE (WBL) 12'EX ROWEX EOPEX EOP16.6'EX ROW* VARIES * VARIES 31.15'PR. ROWSTRIPED MEDIAN 12' VARIESEX ROWPR. WIDENING 12' WBL THRU LANE TYPICAL SECTIONRELIANCE ROAD STA. 62+07.22 WIDENING AND LEFT TURN LANE RURAL COLLECTOR (GS-3) 45 MPH DESIGN SPEED (NTS) * SUPER ELEVATION CROSS SLOPE VARIES SEE SHEETS CS3201-CS3207 10"- 21B COMPACTED SUBGRADE THRU LANE (EBL) 12' (MIN,) WIDTH VARIES CL EXISTING PAVEMENT SECTION MILL INTO EXISTING PAVEMENT TO A MINIMUM DEPTH OF 1.5" AND OVERLAY WITH FINAL SURFACE MIX TO PROVIDE A SMOOTH LAP JOINT PROVIDE SAWCUT EDGE WP-2 EX. EDGE OFPAVEMENTUD-4 EXTEND STONE BASE 1' BEYOND CG-7 EX. GRADE * MATCH EX. WBL SLOPE 2" - SM 12.5A 4.0" - BM-25.0 12" - 21B 3.0" - IM-19.0 EX. 6" ASPHALT EX. 10" AGGREGATE * VARIES * VARIES STRIPED MEDIAN 12' VARIESEX ROWPR. 12' TAPER STRIPED * MATCH EX. WBL SLOPE PR. WIDENING 12' WBL THRU LANE TYPICAL SECTIONRELIANCE ROAD STA. 66+57.22 WIDENING AND LANE TRANSITION RURAL COLLECTOR (GS-3) 45 MPH DESIGN SPEED (NTS) * SUPER ELEVATION CROSS SLOPE VARIES SEE SHEETS CS3201-CS3207 THRU LANE (EBL) 12' (MIN,) WIDTH VARIES CL EXISTING PAVEMENT SECTION MILL INTO EXISTING PAVEMENT TO A MINIMUM DEPTH OF 1.5" AND OVERLAY WITH FINAL SURFACE MIX TO PROVIDE A SMOOTH LAP JOINT PROVIDE SAWCUT EDGE WP-2 EX. EDGE OFPAVEMENTEX. GRADE * 2.0% 2" - SM 12.5A 4.0" - BM-25.0 12" - 21B 3.0" - IM-19.0 EX. 6" ASPHALT EX. 10" AGGREGATE * 2.0%* 2.0%PR. ROWLEFT TURN TAPER & STRIPED MEDIAN 12' VARIESEX ROWCOMPACTED SUBGRADE 4' BUFFER 5' SIDEWALK2.33' CG-7 4"- CONCRETE 4" DENSE GRADED STONE (21B) COMPACTED SUBGRADE 2.0%2.0% 10"- 21B COMPACTED SUBGRADE UD-4 EXTEND STONE BASE 1' BEYOND CG-7 3.5: 1 3.0'4' BUFFER 5' SIDEWALK2.33' CG-7 4"- CONCRETE 4" DENSE GRADED STONE (21B) COMPACTED SUBGRADE 2.0%2.0%5.0% 16.5'PR. ROW3.5: 1 3.0' 5.0% 16.5'U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS3200.dwg PLOTTED: 10/19/2023 10:29 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS3200 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 540.665.0493APPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602TYPICAL ROAD SECTIONSSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTPAVEMENT DESIGN NOTES: 1. THE PAVEMENT MATERIALS AND THICKNESS SHOWN ON THESE SECTIONS IS PRELIMINARY DESIGN BASED ON A CBR VALUE OF 6. 2. FINAL PAVEMENT DESIGN TO BE BASED ON FIELD OBTAINED CBR VALUES TAKEN IN THE PRESENCE OF A VDOT INSPECTOR. 3. VDOT IS TO REVIEW CBR's AND FINAL PAVEMENT DESIGN PRIOR TO APPROVAL FOR USE ON ALL INTENDED PUBLIC STREETS. 4. MINIMUM 12' PAVEMENT WIDTH IS REQUIRED ALONG ALL UNPAVED WIDENING SECTION. 5. LIMITS OF FULL DEPTH PAVEMENT WIDENING ALONG ROUTE 627 SHALL BE DETERMINED BY EXCAVATION IN THE PRESENCE OF VDOT INSPECTOR. 6. RELIANCE ROAD WIDENING PAVEMENT SECTION SHOULD MATCH EXISTING RELIANCE ROAD PAVEMENT SECTION AT A MINIMUM. TRIP GENERATION: EXISTING = 2,100 ADT ALL TRUCK TRIPS = 2,240 ADT NET NEW CAR TRIPS = 1,382 ADT (85% OF PASS-BY CAR TRIPS) = 0.85 (4,150) TOTAL = 9,250 VPD WITH 24% TRUCKS SHEET OF22 77 C/LSTA 55+00.00 690 695 700 690 695 700 0 10 20 300-10 EX ELEV PROP ELEV C/LSTA 55+41.13 690 695 700 690 695 700 0 10 20 300-10 EX ELEV PROP ELEV C/LSTA 55+50.00 690 695 700 705 690 695 700 705 0 10 20 300-10 EX ELEV PROP ELEV C/LSTA 55+75.00 690 695 700 705 690 695 700 705 0 10 20 300-10 EX ELEV PROP ELEV 693.04693.27693.51693.66693.84693.75693.29692.44692.59692.34694.01694.24694.46694.59694.72694.70694.50694.36693.77693.67694.46694.57694.68694.89694.58694.00694.25694.48694.66694.79694.94694.94694.75694.69693.97694.66694.77694.88695.11694.83694.00694.86695.04695.22695.39695.56695.52695.21694.81695.22695.33695.44695.36695.61694.00C/LSTA 56+00.00 690 695 700 705 690 695 700 705 0 10 20 300-10 EX ELEV PROP ELEV 695.44695.62695.79695.91696.01695.95695.77695.60695.79695.90696.01695.98696.27694.23C/LSTA 56+25.00 690 695 700 705 690 695 700 705 0 10 20 300-10 EX ELEV PROP ELEV 696.01696.15696.26696.36696.45696.39695.97695.91696.31696.29696.26696.37696.48696.51696.78695.01C/LSTA 56+50.00 695 700 705 695 700 705 0 10 20 30 400-10 EX ELEV PROP ELEV 696.44696.55696.65696.74696.83696.51695.48696.81697.35697.37697.48697.62696.65696.76696.87696.96697.20695.80696.90C/LSTA 56+75.00 695 700 705 695 700 705 0 10 20 30 40 500-10 EX ELEV PROP ELEV 696.79696.89696.98697.07696.99696.66695.68697.52699.01699.21699.41699.60699.80699.95696.98697.04697.10697.16697.37696.49696.88C/LSTA 57+00.00 695 700 705 710 695 700 705 710 0 10 20 30 40 50 600-10 EX ELEV PROP ELEV 697.12697.21697.30697.22697.15696.81695.97698.04700.20700.59700.72700.85700.98701.10701.23697.30697.30697.31697.31697.27696.97696.83699.34C/LSTA 57+25.00 695 700 705 710 695 700 705 710 0 10 20 30 40 50 600-10 EX ELEV PROP ELEV 697.14697.24697.34697.27697.18696.80695.95698.22700.40700.96701.37701.78702.04702.23702.42697.34697.29697.24697.19697.24696.99696.10698.34700.82C/LSTA 57+50.00 695 700 705 710 695 700 705 710 0 10 20 30 40 50 600-10 EX ELEV PROP ELEV 697.25697.30697.38697.28697.17696.67695.91697.83700.13700.59701.04701.48701.76702.01702.27697.38697.28697.18697.08697.17696.99696.09696.99699.48CG-7OFF: 9.00ELEV: 694.66OFF: 12.40ELEV: 694.74OFF: 14.90ELEV: 694.90OFF: 0.00ELEV: 694.462.2%2.2%2.2% CG-7OFF: 0.00ELEV: 694.66OFF: 9.00ELEV: 694.86OFF: 12.59ELEV: 694.94OFF: 15.09ELEV: 695.112.2%2.2%2.2% CG-7OFF: 9.00ELEV: 695.42OFF: 13.15ELEV: 695.51OFF: 15.65ELEV: 695.68OFF: 0.00ELEV: 695.222.2%2.2%2.2% CG-7OFF: 0.00ELEV: 695.79OFF: 9.00ELEV: 695.99OFF: 13.70ELEV: 696.09OFF: 16.20ELEV: 696.262.2%2.2%2.2% CG-7OFF: 9.00ELEV: 696.46OFF: 14.26ELEV: 696.57OFF: 16.76ELEV: 696.74OFF: 0.00ELEV: 696.262.2%2.2%2.2% CG-7OFF: 0.00ELEV: 696.65OFF: 9.00ELEV: 696.85OFF: 14.82ELEV: 696.98OFF: 17.32ELEV: 697.142.2%2.2%2.2% CG-7OFF: 0.00ELEV: 696.98OFF: 9.00ELEV: 697.08OFF: 15.38ELEV: 697.16OFF: 17.88ELEV: 697.331.2%1.2%1.2% CG-7OFF: 0.00ELEV: 697.30OFF: 9.00ELEV: 697.31OFF: 15.93ELEV: 697.31OFF: 18.43ELEV: 697.480.1%0.1%0.1% CG-7OFF: 0.00ELEV: 697.34OFF: 9.00ELEV: 697.25OFF: 16.49ELEV: 697.17OFF: 18.99ELEV: 697.341.0%1.0%1.0% CG-7OFF: 0.00ELEV: 697.38OFF: 9.00ELEV: 697.20OFF: 17.04ELEV: 697.04OFF: 19.54ELEV: 697.202.0%2.0% 2.0%PR. ROW - OFF:35.77'PR. ROW - OFF:30.71'PR. ROW - OFF:31.10'PR. ROW - OFF:32.23'PR. ROW - OFF:33.41'PR. ROW - OFF:34.59'PR. ROW - OFF:31.39'PR. ROW - OFF:31.34'PR. ROW - OFF:31.30'PR. ROW - OFF:31.17'PR. ROW - OFF:30.97'EX GRADE FIN GRADE EX GRADE EX GRADE FIN GRADE EX GRADE EX GRADE FIN GRADE EX GRADEFIN GRADE EX GRADE FIN GRADE EX GRADE FIN GRADE EX GRADE FIN GRADE EX GRADE FIN GRADE EX GRADE FIN GRADE FIN GRADE OFF: -10.0'ELEV: 697.14OFF: -10.0'ELEV: 697.25U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\CS\SHEEX21002-BL-XSEC.dwg PLOTTED: 4/30/2014 1:23 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS3201 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 540.665.0493APPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602RELIANCE ROAD SECTIONSSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF23 77 C/LSTA 57+74.17 695 700 705 710 695 700 705 710 0 10 20 30 40 50 60 70 800-10 EX ELEV PROP ELEV 697.32697.33697.32697.21697.13697.09697.09698.35699.85700.26700.61700.77700.92701.07701.22701.38701.62701.77701.91702.05697.32697.22697.12697.02697.00697.01696.33696.29697.99698.97700.23C/LSTA 58+00.19 695 700 705 710 695 700 705 710 0 10 20 30 40 50 60 700-10 EX ELEV PROP ELEV 697.22697.23697.21697.15697.11697.17697.02698.41699.70700.18700.41700.49700.56700.63700.78700.99701.20697.21697.11697.01696.91696.70697.00696.53695.99696.15696.97697.90699.14700.20700.95C/LSTA 58+25.00 690 695 700 705 710 690 695 700 705 710 0 10 20 30 40 50 60 700-10 EX ELEV PROP ELEV 697.16697.15697.10697.03696.95696.58695.78697.94699.65699.80699.95700.11700.31700.52700.73700.94701.15697.10697.00696.90696.80696.62696.97695.85694.88694.77695.76696.99698.24699.47700.71C/LSTA 58+50.00 690 695 700 705 710 690 695 700 705 710 0 10 20 30 40 50 60 700-10 EX ELEV PROP ELEV 697.09697.04696.97696.89696.73696.30695.44697.30699.46699.85700.02700.17700.28700.38700.55700.74700.93701.12696.97696.87696.77696.67696.52696.81695.71694.75694.28694.85696.09697.33698.56699.80C/LSTA 58+75.00 690 695 700 705 710 690 695 700 705 710 0 10 20 30 40 50 60 700-10 EX ELEV PROP ELEV 696.98696.90696.83696.67696.48696.03695.13696.64698.80699.81699.94700.06700.20700.31700.40700.50700.60700.72696.83696.71696.58696.46696.32696.56695.53694.63693.96693.98695.18696.42697.66698.90700.14C/LSTA 59+00.00 690 695 700 705 710 690 695 700 705 710 0 10 20 30 40 50 60 70 800-10 EX ELEV PROP ELEV 696.75696.60696.44696.20695.95695.49694.63696.08698.32699.90699.97700.04700.12700.20700.30700.40700.40700.35700.31696.44696.27696.10695.93695.76695.96695.29694.46693.71693.49694.36695.61696.85698.09699.33CG-7CG-7OFF: 0.00ELEV: 697.32OFF: 9.00ELEV: 697.14OFF: 17.58ELEV: 696.97OFF: 20.08ELEV: 697.14OFF: 0.00ELEV: 697.32OFF: 9.00ELEV: 697.14OFF: 17.58ELEV: 696.97OFF: 20.08ELEV: 697.142.0%2.0% 2.0%2.0%2.0% 2.0% CG-7OFF: 9.00ELEV: 697.03OFF: 18.16ELEV: 696.85OFF: 18.16ELEV: 696.85OFF: 20.66ELEV: 697.02OFF: 9.00ELEV: 697.03OFF: 0.00ELEV: 697.21OFF: 9.00ELEV: 697.03OFF: 20.66ELEV: 697.022.0%2.0% 2.0% CG-7OFF: 0.00ELEV: 697.10OFF: 9.00ELEV: 696.92OFF: 18.71ELEV: 696.73OFF: 21.21ELEV: 696.902.0%2.0% 2.0% CG-7OFF: 0.00ELEV: 696.97OFF: 9.00ELEV: 696.79OFF: 19.26ELEV: 696.58OFF: 21.76ELEV: 696.752.0%2.0% 2.0% CG-7OFF: 9.00ELEV: 696.61OFF: 19.81ELEV: 696.34OFF: 22.31ELEV: 696.51OFF: 0.00ELEV: 696.832.5%2.5% 2.5% CG-7OFF: 9.00ELEV: 696.14OFF: 20.36ELEV: 695.75OFF: 22.86ELEV: 695.92OFF: 0.00ELEV: 696.443.4%3.4% 3.4%PR. ROW - OFF:38.47'PR. ROW - OFF:41.26'PR. ROW - OFF:44.05'PR. ROW - OFF:46.83'PR. ROW - OFF:49.27'PR. ROW - OFF:36.95'FIN GRADE EX GRADE EX GRADE FIN GRADE EX GRADE FIN GRADE EX GRADE FIN GRADE EX GRADE FIN GRADE EX GRADE FIN GRADEOFF: -10.0'ELEV: 697.32OFF: -10.0'ELEV: 697.22OFF: -10.0'ELEV: 697.16OFF: -10.0'ELEV: 697.09OFF: -10.0'ELEV: 696.98OFF: -10.0'ELEV: 696.75U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\CS\SHEEX21002-BL-XSEC.dwg PLOTTED: 4/30/2014 1:23 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS3202 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 540.665.0493APPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602RELIANCE ROAD SECTIONSSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF24 77 C/LSTA 59+25.00 690 695 700 705 710 690 695 700 705 710 0 10 20 30 40 50 60 70 800-10 EX ELEV PROP ELEV 696.22696.09695.97695.63695.29694.84694.02695.65697.96700.10700.29700.32700.20700.11700.07700.03699.99699.95699.91695.97695.80695.63695.46695.29695.46694.99694.19693.48693.03693.65694.89696.14697.38698.63699.87C/LSTA 59+50.00 690 695 700 705 690 695 700 705 0 10 20 30 40 50 60 70 800-10 EX ELEV PROP ELEV 695.90695.71695.49695.08694.66694.21693.43695.06697.33699.59699.53699.46699.38699.28699.10698.95698.91698.88698.84695.49695.32695.15694.98694.81694.95694.66693.90693.19692.67693.04694.28695.53696.78698.03C/LSTA 59+75.00 690 695 700 705 690 695 700 705 0 10 20 30 40 50 60 70 800-10 EX ELEV PROP ELEV 695.27695.17694.99694.54694.08693.59692.87694.25696.38698.53698.66698.59698.52698.41698.24698.07697.89697.72697.66694.99694.82694.65694.48694.31694.42694.25693.56692.86692.28692.53693.78695.02696.27697.52C/LSTA 60+00.00 690 695 700 705 690 695 700 705 0 10 20 30 40 50 60 70 800-10 EX ELEV PROP ELEV 695.13694.83694.51694.03693.54693.03692.30693.54695.49697.44697.38697.23697.07696.91696.81696.70696.59696.48696.32694.51694.34694.17694.00693.83693.91693.86693.17692.45691.87692.12693.37694.62695.87C/LSTA 60+25.00 690 695 700 705 690 695 700 705 0 10 20 30 40 50 60 700-10 EX ELEV PROP ELEV 694.83694.49694.14693.67693.20692.68691.87692.73694.38695.70695.68695.65695.62695.53695.43695.32695.22695.08694.14693.97693.80693.63693.46693.20693.54692.76691.98691.45691.81693.07694.32C/LSTA 60+50.00 690 695 700 690 695 700 0 10 20 30 40 50 60 700-10 EX ELEV PROP ELEV 694.47694.13693.77693.31692.85692.32691.35692.12693.22693.80693.84693.88693.92693.96694.00693.98693.89693.76693.77693.60693.43693.26693.09692.78693.04692.46691.75691.11691.11692.24693.43CG-7OFF: 9.00ELEV: 695.66OFF: 20.91ELEV: 695.26OFF: 23.41ELEV: 695.43OFF: 0.00ELEV: 695.973.4%3.4% 3.4% CG-7OFF: 9.00ELEV: 695.18OFF: 21.46ELEV: 694.76OFF: 23.96ELEV: 694.92OFF: 0.00ELEV: 695.493.4%3.4% 3.4% CG-7OFF: 9.00ELEV: 694.68OFF: 22.01ELEV: 694.24OFF: 24.51ELEV: 694.41OFF: 0.00ELEV: 694.993.4%3.4% 3.4% CG-7OFF: 9.00ELEV: 694.21OFF: 22.56ELEV: 693.75OFF: 25.06ELEV: 693.91OFF: 0.00ELEV: 694.513.4%3.4% 3.4% CG-7OFF: 9.00ELEV: 693.84OFF: 23.11ELEV: 693.36OFF: 25.61ELEV: 693.52OFF: 0.00ELEV: 694.143.4%3.4% 3.4%OFF: 9.00ELEV: 693.47OFF: 23.71ELEV: 692.97OFF: 0.00ELEV: 693.773.4%3.4% 3.4%PR. ROW - OFF:51.30'PR. ROW - OFF:52.91'PR. ROW - OFF:54.11'PR. ROW - OFF:54.90'PR. ROW - OFF:55.28'PR. ROW - OFF:55.25'EX GRADE FIN GRADE EX GRADE FIN GRADE EX GRADE FIN GRADE EX GRADE FIN GRADE EX GRADE FIN GRADE EX GRADE FIN GRADEOFF: -10.0'ELEV: 696.22OFF: -10.0'ELEV: 695.90OFF: -10.0'ELEV: 695.27OFF: -10.0'ELEV: 695.13OFF: -10.0'ELEV: 694.83OFF: -10.0'ELEV: 694.47OFF: 26.74'ELEV: 692.99U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\CS\SHEEX21002-BL-XSEC.dwg PLOTTED: 4/30/2014 1:23 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS3203 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 540.665.0493APPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602RELIANCE ROAD SECTIONSSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF25 77 C/LSTA 60+75.00 690 695 700 690 695 700 0 10 20 30 40 50 60 700-10 EX ELEV PROP ELEV 694.32693.92693.57693.08692.59691.90691.25691.22692.06692.03692.13692.25692.37692.43692.39692.32692.26692.19693.57693.40693.23693.06692.89692.68692.30692.25692.23691.67691.12690.66690.65691.50692.43693.32C/LSTA 61+00.00 690 695 700 690 695 700 0 10 20 30 40 50 600-10 EX ELEV PROP ELEV 694.26693.84693.45692.87692.39691.96691.99691.78691.65691.54691.46691.39691.32691.24691.17693.45693.28693.11692.94692.77692.58692.32692.06691.81691.56691.33691.26691.29C/LSTA 61+25.00 685 690 695 700 685 690 695 700 0 10 20 30 40 50 600-10 EX ELEV PROP ELEV 694.17693.79693.47692.88692.29691.55689.75688.98687.35687.26687.39687.45687.54687.67687.93693.47693.30693.13692.96692.79692.60692.37692.14691.92691.71691.51691.31691.12C/LSTA 61+50.00 685 690 695 700 685 690 695 700 0 10 20 30 40 50 600-10 EX ELEV PROP ELEV 694.08693.76693.43692.84692.37691.72690.49688.28687.75687.34687.40687.54687.68687.76687.79693.43693.26693.09692.92692.75692.57692.37692.17691.96691.76691.56691.36691.15C/LSTA 61+75.00 685 690 695 700 685 690 695 700 0 10 20 30 40 50 600-10 EX ELEV PROP ELEV 694.08693.77693.44692.99692.56691.92690.86688.84688.15687.99688.00688.26688.30688.33688.35693.44693.27693.10692.93692.76692.58692.35692.13691.93691.74691.55691.35691.16C/LSTA 62+00.00 685 690 695 700 685 690 695 700 0 10 20 30 40 50 600-10 EX ELEV PROP ELEV 694.36694.05693.73693.28692.80692.17691.33689.61689.06689.04689.35689.46689.56689.67689.78693.73693.56693.39693.22693.05692.87692.61692.36692.11691.86691.63691.40691.22C/LSTA 62+25.00 685 690 695 700 705 685 690 695 700 705 0 10 20 30 40 50 600-10 EX ELEV PROP ELEV 694.61694.32694.01693.49692.98692.37691.59690.28690.26690.78690.88690.98691.08691.18691.28694.01693.84693.67693.50693.33693.14692.86692.59692.32692.33692.34692.39C/LSTA 62+50.00 690 695 700 705 690 695 700 705 0 10 20 30 40 50 600-10 EX ELEV PROP ELEV 695.04694.72694.36693.88693.37692.76692.29691.77692.22692.32692.41692.51692.60692.70692.80694.36694.19694.02693.85693.68693.50693.28693.05693.16693.23693.25693.38693.50C/LSTA 62+75.00 690 695 700 705 690 695 700 705 0 10 20 30 40 50 600-10 EX ELEV PROP ELEV 695.41695.04694.68694.22693.76693.29692.88693.35693.46693.58693.70693.81693.93694.05694.16694.68694.51694.34694.17694.00693.83693.70693.54693.81693.90694.00694.12694.24OFF: 9.00ELEV: 693.26OFF: 24.00ELEV: 692.75OFF: 0.00ELEV: 693.573.4%3.4% 3.4%OFF: 9.00ELEV: 693.15OFF: 24.00ELEV: 692.64OFF: 0.00ELEV: 693.453.4%3.4% 3.4%OFF: 9.00ELEV: 693.16OFF: 24.00ELEV: 692.65OFF: 0.00ELEV: 693.473.4%3.4% 3.4%OFF: 9.00ELEV: 693.12OFF: 24.00ELEV: 692.61OFF: 0.00ELEV: 693.433.4%3.4% 3.4%OFF: 9.00ELEV: 693.14OFF: 24.00ELEV: 692.63OFF: 0.00ELEV: 693.443.4%3.4% 3.4%OFF: 9.00ELEV: 693.43OFF: 24.00ELEV: 692.92OFF: 0.00ELEV: 693.733.4%3.4% 3.4%OFF: 9.00ELEV: 693.70OFF: 24.00ELEV: 693.19OFF: 0.00ELEV: 694.013.4%3.4% 3.4%OFF: 9.00ELEV: 694.05OFF: 24.00ELEV: 693.54OFF: 0.00ELEV: 694.363.4%3.4% 3.4%OFF: 0.00ELEV: 694.68OFF: 9.00ELEV: 694.37OFF: 24.00ELEV: 693.863.4%3.4% 3.4%PR. ROW - OFF:55.33'PR. ROW - OFF:55.70'PR. ROW - OFF:55.97'PR. ROW - OFF:56.14'PR. ROW - OFF:56.20'PR. ROW - OFF:56.16'PR. ROW - OFF:56.02'PR. ROW - OFF:55.78'PR. ROW - OFF:55.44'EX GRADEFIN GRADE EX GRADE FIN GRADE FIN GRADE EX GRADE FIN GRADE EX GRADE EX GRADEFIN GRADE EX GRADE FIN GRADE FIN GRADE EX GRADE FIN GRADE EX GRADE FIN GRADE EX GRADEOFF: -10.0'ELEV: 694.32OFF: 34.96'ELEV: 692.25OFF: -10.0'ELEV: 694.26OFF: 55.14'ELEV: 691.35OFF: -10.0'ELEV: 694.17OFF: -10.0'ELEV: 694.08OFF: -10.0'ELEV: 694.08OFF: -10.0'ELEV: 694.36OFF: 60.26'ELEV: 691.40SWLK:49.39'ELEV:692.34SWLK:54.91'ELEV:692.35OFF: 44.86'ELEV: 692.33OFF: -10.0'ELEV: 694.61OFF: -10.0'ELEV: 695.04OFF: 38.74'ELEV: 693.15SWLK:47.95'ELEV:693.27SWLK:42.92'ELEV:693.20OFF: -10.0'ELEV: 695.41OFF: 0.00'ELEV: 694.68OFF: 62.00'ELEV: 694.29U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\CS\SHEEX21002-BL-XSEC.dwg PLOTTED: 4/30/2014 1:23 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS3204 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 540.665.0493APPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602RELIANCE ROAD SECTIONSSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF26 77 C/LSTA 63+00.00 690 695 700 705 690 695 700 705 0 10 20 30 40 50 600-10 EX ELEV PROP ELEV 695.95695.58695.21694.75694.28693.77693.27693.62693.74693.85693.97694.08694.20694.36694.59695.21695.04694.87694.70694.53694.36694.18694.30694.40694.50694.64694.78694.92C/LSTA 63+25.00 690 695 700 705 690 695 700 705 0 10 20 30 40 50 600-10 EX ELEV PROP ELEV 696.47696.10695.73695.26694.78694.25693.67693.91694.14694.38694.61694.84695.07695.30695.53695.73695.56695.39695.22695.05694.88694.63695.00695.08695.13695.22695.30695.31C/LSTA 63+50.00 690 695 700 705 690 695 700 705 0 10 20 30 40 50 600-10 EX ELEV PROP ELEV 697.10696.96696.65696.27695.83695.34694.73694.44694.71694.96695.21695.46695.70695.95696.20696.65696.48696.31696.14695.97695.76695.97696.03695.94695.80695.66695.75695.70C/LSTA 63+75.00 695 700 705 695 700 705 0 10 20 30 40 500-10 EX ELEV PROP ELEV 697.62697.51697.37697.19696.88696.38695.73695.13695.28695.53695.77696.02696.30696.57697.37697.25697.12696.99696.86696.68697.00697.10696.90696.69696.48696.29C/LSTA 64+00.00 695 700 705 695 700 705 0 10 20 30 40 500-10 EX ELEV PROP ELEV 698.30698.25698.14697.98697.75697.37696.65696.04695.86696.13696.41696.68696.95697.22698.14698.04697.94697.84697.74697.57697.89697.99697.76697.50697.23696.98C/LSTA 64+25.00 695 700 705 695 700 705 0 10 20 30 40 500-10 EX ELEV PROP ELEV 698.96698.99698.97698.82698.67698.29697.52696.50696.37696.64696.95697.31697.67698.03698.97698.87698.77698.67698.57698.40698.72698.82698.61698.36698.11697.85C/LSTA 64+50.00 695 700 705 695 700 705 0 10 20 30 40 500-10 EX ELEV PROP ELEV 699.72699.76699.79699.70699.55699.27698.66697.65697.28697.63697.99698.33698.31698.28699.79699.69699.59699.49699.39699.23699.55699.65699.43699.18698.93698.68C/LSTA 64+75.00 695 700 705 710 695 700 705 710 0 10 20 30 40 500-10 EX ELEV PROP ELEV 700.55700.59700.62700.53700.44700.17699.75698.78698.32698.32698.32698.32698.32698.33700.62700.52700.42700.32700.22700.06700.38700.48700.26700.01699.76699.51C/LSTA 65+00.00 695 700 705 710 695 700 705 710 0 10 20 30 40 500-10 EX ELEV PROP ELEV 701.39701.44701.47701.39701.30700.93700.52699.42698.56698.52698.52698.52698.53698.54701.47701.37701.27701.17701.07700.91701.23701.33701.11700.86700.60700.35C/LSTA 65+25.00 695 700 705 710 695 700 705 710 0 10 20 30 40 500-10 EX ELEV PROP ELEV 702.23702.32702.35702.26702.18701.78701.22700.16699.01698.72698.75698.78698.82698.85702.35702.25702.15702.05701.95701.79702.11702.21701.96701.71701.46701.22C/LSTA 65+50.00 695 700 705 710 695 700 705 710 0 10 20 30 40 500-10 EX ELEV PROP ELEV 702.95703.07703.23703.16703.09702.57701.86700.77699.59699.03699.06699.08699.10699.13703.23703.13703.03702.93702.83702.66702.98703.08702.83702.32701.86701.47C/LSTA 65+75.00 695 700 705 710 695 700 705 710 0 10 20 30 40 500-10 EX ELEV PROP ELEV 703.88703.99704.07703.99703.88703.50702.85701.37699.82699.69699.69699.68699.68699.67704.07703.97703.87703.77703.67703.50703.82703.92703.67702.86701.99701.58OFF: 9.00ELEV: 694.90OFF: 24.00ELEV: 694.39OFF: 0.00ELEV: 695.213.4%3.4% 3.4%OFF: 9.00ELEV: 695.42OFF: 24.00ELEV: 694.91OFF: 0.00ELEV: 695.733.4%3.4% 3.4%OFF: 0.00ELEV: 696.65OFF: 9.00ELEV: 696.34OFF: 24.00ELEV: 695.833.4%3.4% 3.4% CG-7OFF: 9.00ELEV: 697.14OFF: 24.00ELEV: 696.76OFF: 26.50ELEV: 696.93OFF: 30.50ELEV: 697.01OFF: 35.50ELEV: 697.11OFF: 0.00ELEV: 697.372.6%2.6% 2.6%2.0%Vertical CG-7OFF: 0.00ELEV: 698.14OFF: 9.00ELEV: 697.96OFF: 24.00ELEV: 697.66OFF: 26.50ELEV: 697.82OFF: 30.50ELEV: 697.90OFF: 35.50ELEV: 698.002.0%2.0% 2.0%2.0%Vertical CG-7OFF: 0.00ELEV: 698.97OFF: 9.00ELEV: 698.79OFF: 24.00ELEV: 698.49OFF: 26.50ELEV: 698.65OFF: 30.50ELEV: 698.73OFF: 35.50ELEV: 698.832.0%2.0% 2.0%2.0%Vertical CG-7OFF: 0.00ELEV: 699.79OFF: 9.00ELEV: 699.61OFF: 24.00ELEV: 699.31OFF: 26.50ELEV: 699.48OFF: 30.50ELEV: 699.56OFF: 35.50ELEV: 699.662.0%2.0% 2.0%2.0%Vertical CG-7OFF: 0.00ELEV: 700.62OFF: 9.00ELEV: 700.44OFF: 24.00ELEV: 700.14OFF: 26.50ELEV: 700.31OFF: 30.50ELEV: 700.39OFF: 35.50ELEV: 700.492.0%2.0% 2.0%2.0%Vertical CG-7OFF: 0.00ELEV: 701.47OFF: 9.00ELEV: 701.29OFF: 24.00ELEV: 700.99OFF: 26.50ELEV: 701.16OFF: 30.50ELEV: 701.24OFF: 35.50ELEV: 701.342.0%2.0% 2.0%2.0%Vertical CG-7OFF: 0.00ELEV: 702.35OFF: 9.00ELEV: 702.17OFF: 24.00ELEV: 701.87OFF: 26.50ELEV: 702.04OFF: 30.50ELEV: 702.12OFF: 35.50ELEV: 702.222.0%2.0% 2.0%2.0%Vertical CG-7OFF: 0.00ELEV: 703.23OFF: 9.00ELEV: 703.05OFF: 24.00ELEV: 702.75OFF: 26.50ELEV: 702.91OFF: 30.50ELEV: 702.99OFF: 35.50ELEV: 703.092.0%2.0% 2.0%2.0%Vertical CG-7OFF: 0.00ELEV: 704.07OFF: 9.00ELEV: 703.89OFF: 24.00ELEV: 703.59OFF: 26.50ELEV: 703.75OFF: 30.50ELEV: 703.83OFF: 35.50ELEV: 703.932.0%2.0% 2.0%2.0%VerticalPR. ROW - OFF:52.09'PR. ROW - OFF:52.06'PR. ROW - OFF:52.04'PR. ROW - OFF:52.02'PR. ROW - OFF:51.99'PR. ROW - OFF:54.99'PR. ROW - OFF:54.45'PR. ROW - OFF:53.80'PR. ROW - OFF:53.04'PR. ROW - OFF:52.15'PR. ROW - OFF:52.13'PR. ROW - OFF:52.11'EX GRADEFIN GRADE EX GRADEFIN GRADE EX GRADEFIN GRADE FIN GRADE EX GRADE FIN GRADE EX GRADE FIN GRADE EX GRADE FIN GRADE EX GRADE FIN GRADE EX GRADE FIN GRADE EX GRADE FIN GRADE EX GRADE FIN GRADE EX GRADE FIN GRADE EX GRADEOFF: -10.0'ELEV: 695.95OFF: -10.0'ELEV: 696.47OFF: -10.0'ELEV: 697.10OFF: -10.0'ELEV: 697.62OFF: -10.0'ELEV: 698.30OFF: -10.0'ELEV: 698.96OFF: -10.0'ELEV: 699.72OFF: -10.0'ELEV: 700.55OFF: -10.0'ELEV: 701.39OFF: 0.00'ELEV: 701.47OFF: -10.0'ELEV: 702.23OFF: -10.0'ELEV: 702.95OFF: -10.0'ELEV: 703.88U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\CS\SHEEX21002-BL-XSEC.dwg PLOTTED: 4/30/2014 1:23 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS3205 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 540.665.0493APPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602RELIANCE ROAD SECTIONSSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF27 77 C/LSTA 66+00.00 700 705 710 700 705 710 0 10 20 30 40 500-10 EX ELEV PROP ELEV 704.63704.80704.90704.79704.68704.32703.67701.91700.36700.36700.35700.34700.34700.33704.90704.80704.70704.60704.50704.34704.66704.76704.19703.23702.31701.70C/LSTA 66+25.00 700 705 710 715 700 705 710 715 0 10 20 30 40 500-10 EX ELEV PROP ELEV 705.49705.66705.75705.64705.56705.20704.47702.76701.01700.99700.99700.99700.99700.99705.75705.65705.55705.45705.35705.18705.50705.60705.00703.70702.70701.84C/LSTA 66+50.00 700 705 710 715 700 705 710 715 0 10 20 30 40 500-10 EX ELEV PROP ELEV 706.23706.46706.61706.52706.44706.07705.28703.64702.02701.72701.70701.69701.67701.66706.61706.51706.41706.31706.21706.04706.36706.46705.87704.44703.13702.05C/LSTA 66+75.00 700 705 710 715 700 705 710 715 0 10 20 30 40 500-10 EX ELEV PROP ELEV 707.06707.31707.46707.38707.27706.88706.21704.71703.13702.54702.52702.51702.44702.23707.46707.36707.26707.16707.06706.87707.24707.34706.60705.15703.74702.47C/LSTA 67+00.00 700 705 710 715 700 705 710 715 0 10 20 30 40 500-10 EX ELEV PROP ELEV 707.91708.15708.32708.20708.08707.70706.97705.48703.95702.89702.61702.34702.08701.87708.32708.22708.12708.02707.92707.89708.12708.17707.26705.82704.38702.97C/LSTA 67+25.00 700 705 710 715 700 705 710 715 0 10 20 30 40 500-10 EX ELEV PROP ELEV 708.81709.00709.14709.03708.92708.55707.65706.04704.31702.99702.72702.44702.17701.89709.14709.04708.94708.84708.74708.87708.97708.97707.88706.45705.02703.59C/LSTA 67+50.00 700 705 710 715 700 705 710 715 0 10 20 30 40 500-10 EX ELEV PROP ELEV 709.59709.79709.93709.83709.74709.41708.62706.71704.67703.09702.82702.54702.22701.86709.93709.83709.73709.63709.53709.69709.79709.74708.49707.05705.62704.19C/LSTA 67+75.00 700 705 710 715 720 700 705 710 715 720 0 10 20 30 40 50 600-10 EX ELEV PROP ELEV 710.32710.54710.71710.63710.55710.29709.23707.26705.25703.23702.14701.88701.61701.35701.07710.71710.61710.51710.41710.31710.50710.60710.53709.10707.66706.23704.80703.36C/LSTA 68+00.00 695 700 705 710 715 720 695 700 705 710 715 720 0 10 20 30 40 50 60 700-10 EX ELEV PROP ELEV 711.22711.44711.60711.50711.42711.04710.13707.99705.84703.70701.57700.61700.34700.07699.80699.52699.25711.60711.50711.40711.30711.20711.42711.52711.25709.79708.36706.93705.49704.06702.63701.19CG-7OFF: 0.00ELEV: 704.90OFF: 9.00ELEV: 704.72OFF: 24.00ELEV: 704.42OFF: 26.50ELEV: 704.59OFF: 30.50ELEV: 704.67OFF: 35.50ELEV: 704.772.0%2.0% 2.0%2.0%Vertical CG-7OFF: 0.00ELEV: 705.75OFF: 9.00ELEV: 705.57OFF: 24.00ELEV: 705.27OFF: 26.50ELEV: 705.43OFF: 30.50ELEV: 705.51OFF: 35.50ELEV: 705.612.0%2.0% 2.0%2.0%Vertical CG-7OFF: 0.00ELEV: 706.61OFF: 9.00ELEV: 706.43OFF: 24.00ELEV: 706.13OFF: 26.50ELEV: 706.29OFF: 30.50ELEV: 706.37OFF: 35.50ELEV: 706.472.0%2.0% 2.0%2.0%Vertical CG-7OFF: 0.00ELEV: 707.46OFF: 9.00ELEV: 707.28OFF: 23.51ELEV: 706.99OFF: 26.01ELEV: 707.16OFF: 30.01ELEV: 707.24OFF: 35.01ELEV: 707.342.0%2.0% 2.0%2.0%Vertical CG-7OFF: 0.00ELEV: 708.32OFF: 9.00ELEV: 708.14OFF: 22.81ELEV: 707.86OFF: 25.31ELEV: 708.03OFF: 29.31ELEV: 708.11OFF: 34.31ELEV: 708.212.0%2.0% 2.0%2.0%Vertical CG-7OFF: 0.00ELEV: 709.14OFF: 9.00ELEV: 708.96OFF: 22.10ELEV: 708.69OFF: 24.60ELEV: 708.86OFF: 28.60ELEV: 708.94OFF: 33.60ELEV: 709.042.0%2.0% 2.0%2.0%Vertical CG-7OFF: 0.00ELEV: 709.93OFF: 9.00ELEV: 709.75OFF: 21.40ELEV: 709.50OFF: 23.90ELEV: 709.67OFF: 27.90ELEV: 709.75OFF: 32.90ELEV: 709.852.0%2.0% 2.0%2.0%Vertical CG-7OFF: 0.00ELEV: 710.71OFF: 9.00ELEV: 710.53OFF: 20.70ELEV: 710.30OFF: 23.20ELEV: 710.47OFF: 27.20ELEV: 710.55OFF: 32.20ELEV: 710.652.0%2.0% 2.0%2.0%Vertical CG-7OFF: 0.00ELEV: 711.60OFF: 9.00ELEV: 711.42OFF: 20.00ELEV: 711.20OFF: 22.50ELEV: 711.37OFF: 26.50ELEV: 711.45OFF: 31.50ELEV: 711.552.0%2.0% 2.0%2.0%VerticalPR. ROW - OFF:51.97'PR. ROW - OFF:51.95'PR. ROW - OFF:51.93'PR. ROW - OFF:51.90'PR. ROW - OFF:51.88'PR. ROW - OFF:51.86'PR. ROW - OFF:51.84'PR. ROW - OFF:58.16'PR. ROW - OFF:67.64'FIN GRADE EX GRADE FIN GRADE EX GRADE FIN GRADE EX GRADE FIN GRADE EX GRADE FIN GRADE EX GRADE FIN GRADE EX GRADE FIN GRADE EX GRADE FIN GRADE EX GRADE FIN GRADE EX GRADEOFF: -10.0'ELEV: 704.63OFF: -10.0'ELEV: 705.49OFF: -10.0'ELEV: 706.23OFF: -10.0'ELEV: 707.06OFF: -10.0'ELEV: 707.91OFF: -10.0'ELEV: 708.81OFF: -10.0'ELEV: 709.59OFF: -10.0'ELEV: 710.32OFF: -10.0'ELEV: 711.22U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\CS\SHEEX21002-BL-XSEC.dwg PLOTTED: 4/30/2014 1:23 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS3206 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 540.665.0493APPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602RELIANCE ROAD SECTIONSSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF28 77 C/LSTA 68+20.00 695 700 705 710 715 720 695 700 705 710 715 720 0 10 20 30 40 50 60 70 800-10 EX ELEV PROP ELEV 711.92712.16712.31712.23712.15711.67710.89708.86706.76704.60702.41700.21699.11698.84698.56698.26697.93697.59697.26696.93712.31712.21712.11712.01711.88712.15712.25711.81710.35708.92707.48706.05704.62703.19701.75700.32698.89697.45CG-7OFF: 9.00ELEV: 712.13OFF: 19.44ELEV: 711.93OFF: 19.44ELEV: 711.93OFF: 21.94ELEV: 712.09OFF: 25.94ELEV: 712.17OFF: 30.94ELEV: 712.27OFF: 9.00ELEV: 712.13OFF: 0.00ELEV: 712.31OFF: 9.00ELEV: 712.13OFF: 21.94ELEV: 712.09OFF: 25.94ELEV: 712.17OFF: 30.94ELEV: 712.272.0%2.0% 2.0%2.0%PR. ROW - OFF:78.71'FIN GRADE EX GRADEOFF: -10.0'ELEV: 711.92U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\CS\SHEEX21002-BL-XSEC.dwg PLOTTED: 4/30/2014 1:23 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS3207 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 540.665.0493APPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602RELIANCE ROAD SECTIONSSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF29 77 U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS3300.dwg PLOTTED: 10/19/2023 10:30 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS3300 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602MOT PLANSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTAPPROVED SITE PLAN SHEET OF30 77 I C A 36" X 36" R1-1 E I I J I I A D F F I I I I I I H E E C A F J J I F F F F WTP MB GA RELIANCE ROAD - RT-627N. BUCKTON RD . - RT - 8 4 2 (VARIAB LE W IDTH R /W ) WP WPP (GUY) GA WPP 18" CMP INV. (689.83) INV. (688.81) WPPWTP WTP WPP MB MB GAGA RELIANCE R O A D - R T - 6 2 7 R/W VARIE S - 4 5 M P H ( P O S T E D ) CLASS GS-3 EX. EOP EX. CG-6 EX. CG-6 EX. EOP EX. EOP EX . E O P EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW NO PARKING LOADING ZONE DOUBLE36UNDERGROUND STORAGETANK FIELD73'20'50'R 40' 8 C&G O-SP C&G OC&G O-SP TRANSITION TOC&G O-SP 5,800 VPD10+00 11+00 12+00AIRAIRTRUCK EXITSIGN SITE LIGHT MONUMENT SIGN FLAG POLE 6' OPAQUEFENCE CG9B C&G O-SP 61+40.7660+65.7660+0061+0062+0063+0064+0065+0066+0067+0068+00PT 63+81.6962+07.2264+57.2266+57.22CG-7 75 ' R CG-7 56' R CG-7 80'RCG-65' SWLK 5' SWLK50' R50'R63+99.71 (52.15' R)67+58.46 (51.83' R)PR. ROW PR. ROW PR. ROWSAW-CUT & MAT. EX PVMT℄℄WP-2 WP-2 WP-263+57 (26.00' R)CG-7TRNSEOP CG-6CG-7TRNS5' SWLK SIGNEND OF SIDE W A L K ONLY U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS3400.dwg PLOTTED: 10/19/2023 10:30 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS3400 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2021-03-19 RAMAPPROVED 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 WORK00 30'60' GRAPHIC SCALE 1"=30'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED SITE PLANMATCHLINE SHEET CS3401 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602ROAD STRIPING PLANSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF31 77 RELIANCE ROAD - RT-627 R/W VARIES - 45 MPH (POSTED) CLASS GS-3 TM 91-A-57MIDDLETOWN PROPERTIES LLC MSP 18" CMP INV. (688.81) WSP MB WSP MB MB INV. (695.21)15" CMP INV. (694.87)GRAVELGRAVELASPHALT CO WELL CAP TRB GRAVELPORCH PIN 91-A-86LINDA E. SIVERTSENINST. 050000112ZONED: RAUSE: RESIDENTIAL EX. EOP EX. EOP EX. EOP EX. EOP EX. EOPEX. EOP EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW NO PARKING LOADING ZONE UNDERGROUND STORAGE 37'40'C&G OC&G O-SP TRANSITION TOC&G O-SP 5,800 VPD10+00 11+00 12+00AIR 6' OPAQUEFENCE BEG. CONSTRUCTIONSTA 55+0061+40.7657+87.7355+25BEG. TRAN60+65.7655+0056+0057+0058+0059+0060+0061+0062+00PT 56+69.46PC 58+70.2355+41.13 (12.40' R)MAT. EX EPEX. EOP 62+07.22CG-9D (9') CG-7 CG-7 75 ' R80'RCG-65' SWLK50' R50'R57+94.70 (37.88' R)PR. ROW℄WP-2 WP-2 WP-2CG-7TRNSCG-6CG-7TRNSGRVL D/W (9') IA 36" X 36" R1-1 E I A D F F II I I H E E J J I I F F F ONLY U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS3401.dwg PLOTTED: 10/19/2023 10:31 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS3401 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 WORK00 30'60' GRAPHIC SCALE 1"=30'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED SITE PLANMATCHLINE SHEET CS3400 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602ROAD STRIPING PLANSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF32 77 INV. (687.26) STREET MSP MSP MSP INV. (689.5 3 ) (SILTED)GRAVEL DRIVEWAYN 31°12' 3 2 " W 4 0 7 . 7 9 'N 58°47'28" E 210.01'N. BUCKTON RD . - RT - 8 4 2 (VAR IAB LE W IDTH R /W ) IPF 107623D RESERVEDRAINFIELDSITE 41'55'69'53' 1 2 5 7 8 9 1279'79'94' RCP DRAINFIELDSITE CONFIDENCE LANEPRIVATE ACCESS DRIVE15 MPH POSTED SPEED LIMITEX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. CG-6 EX . E O P EX. ROW E X . R O W 1.5 1.4 15" HDPE15" HDPE20' STRM ESMT 20' STRM ESMT UD-4 UD-4 CONNECT TO INLETS 25'INACTIVEBUFFER 25'ACTIVEBUFFER TYPE BZONING BUFFER50' FULL SCREEN STOPNO PARKING LOADING ZONE DOUBLE36UNDERGROUND STORAGETANK FIELD 5'R 5'R20'R50'R50'R40' FC 18'18'C&G OC&G OCONCRETE BARRIER CROSSWALK RETAINING WALL TRASH ENCLOSURE CLEARANCE BAR MENU BOARD TANK VENT(S) TANK APRON(S) TANK ISLAND (TYPE)STOPDIESEL OUTBUILDING CHAIN LINK FENCE TRASH ENCLOSURE CROSSWALK DRIVE-THRUDRIVE THRUPICK-UP ZONE PROPOSED SHEETZ BUILDING 6,879 SF FFE 695.50 MAX HEIGHT 35' PROPOSED DIESEL PUMP CANOPY PROPOSED PUMP CANOPY CURB C CURB C CURB CCURB CC&G O-SPC&G OC&G OC&G O-SP C&GO-SP C&G OC&G O-SPC&G O-SP41' ACC. ESMT.5,800 VPDPROP. 50 FT B L D G S T B K P R O P . 3 5 F T B L D G S T B K CURB CCURB BNO PARKING LOADING ZONEAIRAIRSKY SIGNBASE ELEV- 697.00TOP OF SIGN ELEVATION =760.00(PER ARTICLE VII- PART 704 IA ) SITE LIGHT MONUMENT SIGN CURB CFLAG POLE SITE LIGHT SITE LIGHT OWSVENT AUTO DOOR 6' OPAQUEFENCEYIELDDRIVETHRU2'R 25'R32'R 2'R 15'R2'R3'R10'R2'R 3'RCG9B CG-12ACG-12ACG-12A3' GATE DS DS DS DS DS DS DS DS DS DS DS AUTO5' CONC S/W5' S/W25'R 25'R31'R 45'R 3'R 5'R5'R 12'R 25'R50'R50'RC&G OCURB C 2'R2'R2'R2'RC&G O-SP ORDER POINT R1-1SIGN R1-5aSIGNSTOP GRAVEL PROPANE EXCHANGE 20K GAL. FUEL TANK12K GAL. FUEL TANK30K GAL. FUEL TANK30K GAL. FUEL TANK67+0068+0069+00428' WB LAN E T R A N S I T I O N 6' WIDENING (LEN = 62.5')CG-6CG-6CG-6CG-6CG-625'R10' R 3'R25'R49'R 10'R2'R C G - 6 2' R 25'R3' 3' PR. GDRL - M G S 2 ( ± 5 0 L F ) SEE CS3050A 6'PVMT TRANS ( 4 5 ° ) MAT. EX EOP PR. GDRL - M G S 2 ( ± 5 0 L F ) SEE CS3050A 56' R CG-612'12'18'EOP18.7'EX5' SWLK12'EOP41' ACC. ESMT.PR. GRADING, DRAINAGE& SLOPE MAINTENANCE ESMT.63+99.71 (52.15' R)67+58.46 (51.83' R)PR. ROWSAW-CUT & MAT. EX PVMT℄ WP-2 TRNS5' SWLK SIGNEND OF SIDE W A L K BEG. NOSED D O W N C U R B TERMINATION O V E R 4 ' PR. GDRL - M G S 1 A (TOTAL ±325 L F ) SEE CS3050A WASTE WATER TREATMENT PLANT 50' SETBACK PRO. WELL LOCATION (SOUTH) N=7,056,892.5 E=11,548,780.1 10+0011+0011+1810+00 11+0011+93 10+0011+0012+0012+612-4" COMCAST 10' UTILESMTET U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS3420.dwg PLOTTED: 10/19/2023 10:31 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS3420 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 WORK00 30'60'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602PARKING LOT STRIPING PLANSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF33 77 MB GRAVEL DRIVEWAYRELIANCE ROAD - RT-627 R/W VARIES - 45 MPH (POSTED) CLASS GS-3 MB MB CONFIDENCE LANEPRIVATE ACCESS DRIVE15 MPH POSTED SPEED LIMITCONFIDENCE LANEPRIVATE ACCESS DRIVE15 MPH POSTED SPEED LIMITEX. EOP EX. EOP EX. CG-6 EX. EOPEX. EOP EX. EOP EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW NO PARKING LOADING ZONE 5'R 5'R20'R50'R50'R2'R CONCRETE BARRIER PROPOSED SHEETZ BUILDING 6,879 SF FFE 695.50 MAX HEIGHT 35' PROPOSED DIESEL PUMP CANOPY PROPOSED PUMP CANOPY C&G O5,800 VPDPRO. UNDERGROUND STORAGE TANK N=7,057,335.7 E=11,549,373.5 PRO. BAYFILTER N=7,057,508.5 E=11,549,306.3 NO PARKING LOADING ZONE6' OPAQUE FENCE2'R 25'R32'R 2'R 15'R2'R10'R38'R20'R3' R10'R2' R 3'R25'R 25'R31'R 45'R 3'R 5'R5'R 12' R 25'R50'R50'R2'R2'R2'R2'RCG-7 75 ' RCG-6CG-6CG-6CG-6CG-6CG-6CG-625'R10 ' R 3'R25'R49'R 10'R2' R C G - 6 2' R 25'R2'R25' R CG-7 CG-7 80'RCG-650 ' R50'RPR. ROW PR. ROW PR. ROW CG-7TRNSWB-67 - Interstate Semi-Trailer WB-67 - Interstate Semi-TrailerWB-67 - Interstate Semi-TrailerWB-67 - Interstate Semi-TrailerGRAVEL DRIVEWAYCONFIDENCE LANEPRIVATE ACCESS DRIVE15 MPH POSTED SPEED LIMITCONFIDENCE LANEPRIVATE ACCESS DRIVE15 MPH POSTED SPEED LIMITEX. ROW NO PARKING LOADING ZONE 5'R 5'R20'R50'R50'R2'R CONCRETE BARRIER PROPOSED SHEETZ BUILDING 6,879 SF FFE 695.50 MAX HEIGHT 35' PROPOSED DIESEL PUMP CANOPY PROPOSED PUMP CANOPY C&G O5,800 VPDPRO. UNDERGROUND STORAGE TANK N=7,057,335.7 E=11,549,373.5 PRO. BAYFILTER N=7,057,508.5 E=11,549,306.3 NO PARKING LOADING ZONE6' OPAQUE FENCE2'R 25'R32'R 2'R 15'R2'R10'R38'R20'R3' R10'R2' R 3'R25'R 25'R31'R 45'R 3'R 5'R5'R 12' R 25'R50'R50'R2'R2'R2'R2'RCG-6CG-6CG-6CG-6CG-6CG-6CG-625'R10 ' R 3'R25'R49'R 10'R2' R C G - 6 2' R 25'R2'R25 ' R CG-6PR. ROW U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS3450.dwg PLOTTED: 10/19/2023 10:32 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS3450 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 WORK00 60'120'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602VEHICLE TRACKINGSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTNORTH00 60'120' 5327.9 Max 68.5° Horiz Max 10° Vert 43.5 4 2.5 23.5 4 17.4 4.2 WB-67 - Interstate Semi-TrailerOverall Length 73.501ftOverall Width 8.500ftOverall Body Height 13.500ftMin Body Ground Clearance 1.334ftMax Track Width 8.500ftLock-to-lock time 6.00sMax Steering Angle (Virtual)28.40° SHEET OF34 77 INV. (680.91) WTP STOP STREET MSP MB MSP MSP 15" CMPINV. (690.92) STREET STOP 60" CMP INV. (681.81) INV. (693.55) GAGRAVE L GRAVEL DRIVEWAYN 31°12' 3 2 " W 1 4 4 . 0 0 'N 12°09'32" W 95.01 ' N 31°12' 3 2 " W 1 9 7 . 5 0 ' N 39°57'20" W 265.0 9 ' N 1 4 ° 3 6 ' 1 8 " E 2 4 9 . 6 2 'N 28°05 '08 " E 367 .74 'N 38°14'28" E 348.82'S 43°01'52" E 928.30'S 43°01'04" W 1065.55'2 8 . 9 9 ' N 1 4 ° 3 6 ' 1 8 " E N 43°13'08" E2.02' RELIANCE ROAD - RT-627 R/W VARIES - 45 MPH (POSTED) CLASS GS-3N. BUCKTON RD . - RT - 8 4 2 (VAR IAB LE W IDTH R /W ) PIN 91-A-89CGORES RENTAL, LLCINST. 050003737ZONED: RAUSE: RESIDENTIAL PIN 91-A-89GORES RENTAL, LLCINST. 050003737ZONED: RAUSE: RESIDENTIAL PIN 91-A-85MADA, LCINST. 110000002ZONED: RA USE: AGRICULTURAL PIN 91-A-86LINDA E. SIVERTSENINST. 050000112ZONED: RAUSE: RESIDENTIAL CMF IRF IPFCMF IRF IPF CMF IPF IRT S1N=7056998.544 E=11548525.861 ELEV.=709.96 TRAV. S1102 N=7057612.661 E=11548750.375 ELEV.=689.68 EX. COMMONW E A L T H O F V I R G I N I A DRAINAGE EA S E M E N T DB 288 PG 294 HWY PB 3 PG 2 8 8 NB ON RAMPNB OFF RAMP - EXIT 302RCP TM 91-A-57MIDDLETOWN PROPERTIES LLCTM 91 ((A)) LOT 57.ZONE B2 RESERVEDRAINFIELDSITE 41' 50'53'55'69'53' 54' 1 2 3 4 5 6 7 8 9 1279'79'94'31' 104'96' 10 14 17 13 16 15 111'100'91' 101' RESERVEDRAINFIELDSITE INV. (665.83)2 4 " C M P INV. (666.80) INV. (669.68)INV. (670.87) WSP 12" CMP GRAVELASPHALT MSP WP MSP WPP (GUY)WTPGAGA WPP 18" CMPINV. (689.83) INV. (688.81)WPPWTP WPWPP (GUY)WPP WTP WTP WPP 12"WSPMB WSPWPP 10"WTPWPP WPP MB GA GAGA GA MB INV. (695.21)15" CMPINV. (694.87)GRAVELGRAVELASPHALT 15" TW. 15" 24"18" CO WELL CAP TRB TWO STORYFRAME DWLG. F.F.E.(706.94)GRAVELDRAINFIELDSITE CONFIDENCE LANEPRIVATE ACCESS DRIVE15 MPH POSTED SPEED LIMITCONFIDENCE LANEPRIVATE ACCESS DRIVE15 MPH POSTED SPEED LIMITPIN 91-A-86LINDA E. SIVERTSENINST. 050000112ZONED: RAUSE: RESIDENTIAL EX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. EOP EX. EOP EX. EOP EX. EOP EX. CG-6 EX. CG-6 EX. EOP EX. EOPEX. EOP EX. EOP EX . E O P EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW E X . R OW EX. ROW EX. ROW ISOLATOR ROW 1.5 1.4 15" HDPE1.3 15" HDPE1.2 24" HDPE1.1 24" HDPE 24" HDPE 1.0 3.0 2.2 2.1 2.0 TD2 TD1 4.4 4.2 4.14 4.5 9.0 5.11 5.10 5.1 5.4 5.3 5.2 6.1 5.5 5.6 6.0 5.7 5.8 8.0 2.3 10.3 10.0 5.0 4.3 10.2 10.2A 2.1A OW-A 11 11.1 OW-B R4 R3 R2 R1 CO1 10.1 R20R19R18R17 R16 R15 R14 R13 R12 R11 R10 R53 R52R51 C1AC1 25'INACTIVEBUFFER 25'ACTIVEBUFFER TYPE BZONING BUFFER50' FULL SCREEN25'INACTIVEBUFFER25'ACTIVEBUFFERTYPE BZONING BUFFER50' FULL SCREEN48.5'48.5'100'35'NO PARKING LOADING ZONE PROP. 60 FT BLDG STBK 5'R 5'R20'R50'R50'R2'R 36'37'40' PROPOSED SHEETZ BUILDING 6,879 SF FFE 695.50 MAX HEIGHT 35' PROPOSED DIESEL PUMP CANOPY PROPOSED PUMP CANOPY642.74'473.26'263.33'155.34'C&G O5,800 VPD10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+0021+02 PROP. 50 F T B L D G S T B K PRO P . 3 5 F T B L DG S T B KPROP. 35 FT BLDG STBKPRO. UNDERGROUND STORAGE TANK N=7,057,335.7 E=11,549,373.5 PRO. BAYFILTER N=7,057,508.5 E=11,549,306.3 NO PARKING LOADING ZONESKY SIGN BASE ELEV- 697.00 TOP OF SIGN ELEVATION =760.00 (PER ARTICLE VII- PART 704 IA ) 6' OPAQUE FENCE 6' OPAQUE FENCE 2'R 25'R32'R 2'R 15'R2'R10'R38'R20'R3' R10'R2'R 3'R25'R 25'R31'R 45'R 3'R 5'R5'R 12' R 25'R50'R50'R5'R10'R45'R3'R25'R55'R2'R2'R2'R2'R96.33'96.33'FUTURE RELOCATIONOF BUCKTON ROADPER FREDERICKCOUNTYCOMPREHENSIVE PLANBEG. CONSTRUCTIONSTA 55+00END CONSTRUCTIONSTA 71+0069+54.8161+40.7657+87.7355+25BEG. TRAN60+65.7654+0055+0056+0057+0058+0059+0060+0061+0062+0063+0064+0065+0066+0067+0068+0069+0070+0071+0071+53PC 53+27.85PT 56+69.46PC 58+70.23PT 63+81.69PI 69+51.77PI 70+48.6455+41.13 (12.40' R)MAT. EX EPEX. EOP 62+07.2264+57.2266+57.2270+85.22CG-7 CG-7 75 ' RCG-6CG-6CG-6CG-6CG-6CG-6CG-6CG-6CG-625'R10 ' R 3'R25'R49'R 10'R2' R C G - 6 2' R 25'R2'R25 ' R CG-7 56' R CG-7 80'RCG-650' R50'R57+94.70 (37.88' R)63+99.71 (52.15' R)67+58.46 (51.83' R)PR. ROW PR. ROW PR. ROW ℄ ℄℄℄WP-2 WP-2 WP-2 WP-2 WP-263+57 (26.00' R)CG-7TRNS6" PVC SAN LAT6" PVC SAN LAT50' SETBACK PRO. WELL LOCATION (SOUTH) N=7,056,892.5 E=11,548,780.1 PRO. WELL LOCATION (NORTH) N=7,057,413.0 E=11,549,449.5 50' SETBACK 10+0011+0011+1810+00 11+0011+93 10+0011+0012+0012+61PRO. WELL LOCATION (EAST) N=7,056,485.5 E=11,549,169.6 50' SETBACK U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS4000.dwg PLOTTED: 10/19/2023 10:32 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS4000 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 WORK00 60'120'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602OVERALL PLANSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICT(LOT PAVEMENT / DUMPSTER PAD) CONCRETE PAD NTS 6" FIBER REINFORCED CEMENT CONCRETE PAVEMENT (4,000 PSI) 8" AGGREGATE STONE BASE COMPACTED SUBGRADE (TRUCK/ DIESEL) ASPHALT PAVEMENT NTS (TYPICAL) ASPHALT PAVEMENT NTS 1 1 2" WEARING ASPHALT COURSE 4 1/2" ASPHALT bCBC COURSE COMPACTED SUBGRADE 8" AGGREGATE STONE SUBBASE CONCRETE SIDEWALK NTS 4" CONCRETE 4" DENSE GRADED STONE (21B) COMPACTED SUBGRADE 2" WEARING ASPHALT COURSE 5" ASPHALT bCBC COURSE COMPACTED SUBGRADE 8" AGGREGATE STONE SUBBASE (RELIANCE ROAD) ASPHALT PAVEMENT NTS SEE SHEET CS3200 SHEET OF35 77 WTP 15" CMP INV. (690.17) STOP STREET MSP MB 15" TW. MSP MSP MSP STREET STOP GA INV. (689.5 3 ) (SILTED) GRATE (705 . 1 3 ) IN (694.73) OUT (694.53 )GRAVEL DRIVEWAYN 31°12' 3 2 " W 4 0 7 . 7 9 'N 58°47'28" E 210.01'N. BUCKTON RD . - RT - 8 4 2 (VAR IAB LE W IDTH R /W ) CMF IRF IPF CMF IPF IRT S1N=7056998.544 E=11548525.861 ELEV.=709.96 107623D53'55'1 2 3 6 1279'79'94'96' RCP TOP (689.44) (SILTED) MSP 24" CMPINV. (686.14) INV. (685.66) WP MSP WPP (GUY) GA WPP 18" CMP INV. (689.83) INV. (688.81) WPPWTP MB GA GA DRAINFIELDSITE RELIANCE R O A D - R T - 6 2 7 R/W VARIE S - 4 5 M P H ( P O S T E D ) CLASS GS-3 CONFIDENCE LANEPRIVATE ACCESS DRIVE15 MPH POSTED SPEED LIMITEX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. EOP EX. EOP EX. CG-6 EX. CG-6 EX. EOP EX. EOP EX . E O P EX. ROW EX. ROW EX. ROW EX. ROW E X . R OW EX. ROW 1.5 1.4 15" HDPE2.2 15" HDPE2.1 18" HDPE15" HDPE TD2 15" HDPE TD1 5.4 5.3 24" HDPE24" HDPE6.1 15" HDPE5.5 24" HDPE5.6 24" HDPE 6.0 15" HDPE 18" HDPE5.7 5.8 2.3 TRENCH DRAIN 1 TRENCH DRAIN 2 20' STRM ESMT 20' STRM ESMT 2.1A OW-A 11 10" HDPE10" HDPE 11.1 10" HDPE OW-B 10" HDPER4 R3 R2 R1 CO1 8" PVC R20R19R18R17 R16 R15 R14 R13 R12 8" PVCR11 R10 8" P V C R53 R52 8" PVCR51 6 IN PVC TYP ALL 6" ROOF DRAINS TERMINATE 5' FROM BLDG15" HDPEUD-4 UD-4 UD-4 CONNECT TO INLETS 25'INACTIVEBUFFER 25'ACTIVEBUFFER TYPE BZONING BUFFER50' FULL SCREEN 15'15'7.68'16'13'35'STOP35'20'35' 20'20'35'20'8.5'14'NO PARKING LOADING ZONE DOUBLE36UNDERGROUND STORAGETANK FIELD 20'45'73'20'51.22' 45' 35' 14' 12'12' 14' 20.96'25' 45' 5'R 5'R50'R50'R40' FC 18'18'36'C&G OC&G O16'4'30'179'30'3.5'CONCRETE BARRIER 40' (2) 6" CONC BOLLARDS CROSSWALK 7 13 13 5 8 5 TRASH ENCLOSURE CLEARANCE BAR MENU BOARD TANK VENT(S) TANK APRON(S) TANK ISLAND (TYPE)STOPDIESEL OUTBUILDING CROSSWALK DRIVE-THRUDRIVE THRU PICK-UP ZONE CONC BOLLARD (TYP) PROPOSED SHEETZ BUILDING 6,879 SF FFE 695.50 MAX HEIGHT 35' PROPOSED DIESEL PUMP CANOPY PROPOSED PUMP CANOPY 61.7'116.29'15'20'CURB C CURB C CURB CCURB CTRANSITION TOC&G O-SP TRANSITION TOC&G O-SP C&G O-SPC&G OC&G OTRANSITION TOC&G O-SP TRAN SPILL CURB TRANSITION TOC&G O-SP C&GO-SP C&G OC&G O-SP TRANSITION TOC&G O-SP TRANSITION TOC&G O-SP C&G O-SPEND C&G OBEGIN CURB C END C&G OBEGIN CURB C 41' ACC. ESMT.5,800 VPDPROP. 50 F T B L D G S T B K P RO P . 3 5 F T B LDG S T B K CURB CCURB BNO PARKING LOADING ZONEAIRAIRSKY SIGN BASE ELEV- 697.00 TOP OF SIGN ELEVATION =760.00 (PER ARTICLE VII- PART 704 IA ) SITE LIGHT MONUMENT SIGN CURB CFLAG POLE SITE LIGHT OWS VENT AUTO DOOR 10'TYP5'TYP11'TYP6' OPAQUE FENCE OUTSIDE DINING 15 SEATSYIELD DRIVETHRU 2'R 25'R 32'R 2'R 15'R2'R50'80'3' R10'R2'R 3'RCG9B 1 6 ' G R A V E L D R I V E CG-12ACG-12ACG-12A3' GATE 6' DS DS DS DS DS DS DS DS DS DS DS AUTO5' S/W25'R31'R 45'R 3'R 5'R5'R 12' R 25'R50'R50'RC&G OCURB C 2'R2'R2'R2'RC&G O-SP ORDER POINT R1-1 SIGN R1-5a SIGNSTOP PROPANE EXCHANGE 20K GAL. FUEL TANK12K GAL. FUEL TANK30K GAL. FUEL TANK30K GAL. FUEL TANKINTX SPAC I N G = 8 1 4 '69+54.8161+40.7660+65.7661+0062+0063+0064+0065+0066+0067+0068+0069+00PT 63+81.69PI 69+51.7775'62+07.2264+57.22250' LT TURN66+57.22200' LT TA P E R 12'12.7'EX428' WB LA N E T R A N S I T I O N 6' WIDENING (LEN = 62.5')96' TAPER (8:1) CG-7 75 ' RCG-6CG-6CG-6CG-625'R10 ' R 3'R25'R49'R 10'R2' R C G - 6 3' 3' PR. GDRL - M G S 2 ( ± 5 0 L F ) SEE CS3050 A CG-7 6'PVMT TRAN S ( 4 5 ° ) MAT. EX EO P PR. GDRL - M G S 2 ( ± 5 0 L F ) SEE CS3050 A 56' R CG-7 80'RCG-612'12'12.5'12'12'12.5'EX12'12'18'EOP12'EOP18.7'EX5' SWLK 5' SWLK12'EOP12.5'EX14.3'EX50' R50'RPR. GRADING, DRAINAGE& SLOPE MAINTENANCE ESMT.63+99.71 (52.15' R)67+58.46 (51.83' R)PR. ROW PR. ROWSAW-CUT & MAT. EX PVMT℄ WP-2 WP-2 WP-263+57 (26.00' R)CG-7TRNSEOP CG-6CG-7TRNS5' SWLK SIGNEND OF SID E W A L K BEG. NOSED D O W N C U R B TERMINATIO N O V E R 4 ' PR. GDRL - M G S 1 A (TOTAL ±32 5 L F ) SEE CS3050 A SEW. TANKS TRAPZILLA GREASE TRAP GREASE SAN LAT OIL TANK6" PVC SAN LATCO CO CO SEPTIC TANK EQ TANK 6" PVC SAN LATREFER TO MEP DRAWINGS FOR TRAPZILLA AND GREASE TRAP DETAILS 50' SETBACK PRO. WELL LOCATION (SOUTH) N=7,056,892.5 E=11,548,780.1 YARD HYDRANT WL-AYARD HYDRANT10+0011+0011+181" WATERLINE (TYP) YARD HYD (TYP)1" CURB STOP (TYP) 2" CURB STOP 2" COPPER WATERLINE 1" CURB STOP (TYP) 1" WATERLINE (TYP) 10+00 11+0011+93 10+0011+0012+0012+61WL-BWL-C PRO. WELL LOCATION (EAST) 2-4" COMCAST 2-4" VERIZON 3-6" ELEC DUCTBANK2-4" ELEC10' UTILESMTTRANSFORMER RELOCATED POWER POLE PROP UGND ELECRELOCATEDOVHD ELECU:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS4001.dwg PLOTTED: 10/19/2023 10:33 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS4001 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 WORK00 30'60'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED SITE PLANMATCHLINE SHEET CS4003MATCHLINE SHEET CS4003MATCHLINE SHEET CS4002 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602SITE PLANSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTNOTE: 1. FOR CURB TYPES AND DETAILS SEE SHEET CS4503 2. SEE SHEET CS0002 FOR SHEETZ GENERAL NOTES SHEET OF36 77 10"CMP INV. (687.26)INV. (687.50)GRAVEL DRIVEWAYS 43°01'52" E 928.30'S 43°01'04" W 1065.55'GORES RENTAL, LLCINST. 050003737ZONED: RAUSE: RESIDENTIAL PIN 91-A-89GORES RENTAL, LLCINST. 050003737ZONED: RAUSE: RESIDENTIAL IRF EX. COMMONW E A L T H O F V I R G I N I A DRAINAGE EAS E M E N T DB 288 PG 294 HWY PB 3 PG 2 8 8 EX. 10' C&P TELEPHONECO. ESMT - DB 326 PG 82RESERVEDRAINFIELDSITE 41' 50'69'53' 54' 3 4 5 7 8 9 94' 31' 104'96' 16 15 111' 101' RESERVEDRAINFIELDSITE INV. (665.83) INV. (669.68)INV. (670.87) WSP 12" CMP GRAVEL ASPHALTDRAINFIELDSITE CONFIDENCE LANEPRIVATE ACCESS DRIVE15 MPH POSTED SPEED LIMITEX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) UNDERGROUND STORM FACILITY ISOLATOR ROW 1.3 15" HDPE1.2 24" HDPE1.1 24" HDPE 24" HDPE 1.0 3.0 18" HDPE 2.0 15" HDPE 18" H D P E 4.4 15" HDPE 15" HDPE4.2 4.14 4.5 9.0 18" HD P E 30" HDPE 5.11 5.10 15" RCP CL III5.115" HDPE 30"HDPE5.2 24" HDPE24" HDPE8.0 15" HDPE 10.3 24" HDPE 10.0 24" HDPE 5.0 4.3 STRM ESMT 20' STRM ESMT STRM ESMT 10.2 10.2A 10.1 30" HDPE30" RCP CL III30" RCP CL III 15" HDPE18" HDPE30" RCP CL III 25'INACTIVEBUFFER 25'ACTIVEBUFFER25'INACTIVEBUFFER25'ACTIVEBUFFERTYPE BZONING BUFFER50' FULL SCREEN48.5'48.5'100'14'20'R2'R 22 17 RETAINING WALL TRASH ENCLOSURE CLEARANCE BAR MENU BOARD CHAIN LINK FENCE TRASH ENCLOSURE20'15'C&G OC&G OTRANSITION TOC&G O-SP TRANSITION TOC&G-O-SP C&G O-SP END C&G OBEGIN CURB C 16+00 17+00 18+00 19+00 20+00 21+0021+02 VDOT CL I RIPRAP PRO. UNDERGROUND STORAGE TANK N=7,057,335.7 E=11,549,373.5 PRO. BAYFILTER N=7,057,508.5 E=11,549,306.3 TRUCK EXIT SIGN SITE LIGHT SITE LIGHT 6' OPAQUE FENCE 16'18.5'2118' "PRIVATE DRIVEWAY NO OUTLET" SIGN "ALL TRUCKS" SIGN10'R38'R20'RTRUCK ENTER SIGN TRUCK ENTER SIGN TRUCK EXIT SIGN 3' GATE5' CONC S/W5' S/W25'R 25'R 45'R 5'R10'R45'R3'R25'R55'RCURB C96.33'96.33'R1-1 GRAVEL CURB C CURB CCURB TRANSITION END 12" CURBFUTURE RELOCATIONOF BUCKTON ROADPER FREDERICKCOUNTYCOMPREHENSIVE PLANCG-6CG-6CG-6CG-6CG-6CG-62' R 25'R2'R25' R 41' ACC. ESMT.PR. GRADING, DRAINAGE& SLOPE MAINTENANCE ESMT.PR. ACCESS, DRAINAGE, GRADING AND MAINTENANCE EASEMENT 4 - 1.5" PVC SCH 40 FORCE MAINS 1 - 1.25" PVC SCH 40 FORCE MAIN (WITH TRACER WIRE) SEW. TANKS SEW. TANKS CONTROL BLDG PUMP TANK SEPTIC TANK UNIT 2 UNIT 1 EQ TANK WASTE WATER TREATMENT PLANT YARD HYDRANT WL-APRO. WELL LOCATION (NORTH) N=7,057,413.0 E=11,549,449.5 50' SETBACK 11+0011+18U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS4002.dwg PLOTTED: 10/19/2023 10:34 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS4002 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 WORK00 30'60'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED SITE PLANMATCHLINE SHEET CS4003 MATCHLINE SHEET CS4001 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602SITE PLANSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTNOTE: 1. FOR CURB TYPES AND DETAILS SEE SHEET CS4503 SHEET OF37 77 INV. (680.91) 15" CMP INV. (690.92) 60" CMP INV. (681.81) INV. (693.55)N 28°05 '08 " E 367 .74 'N 38°14'28" E 348.82'N 1 4 ° 3 6 ' 1 8 " E TRAV. S1102 N=7057612.661 E=11548750.375 ELEV.=689.68 NB ON RAMPI-81 - NBL100423D RCP 3 31' 104'96' 10 13 16100'91' EX. WETLANDS(NO DISTURBANCE)EX GUARD R A I L EX GUARD R A I L PROP. 35 FT BLDG STBKINV. (690.17) RELIANCE ROAD - RT-627 R/W VARIES - 45 MPH (POSTED) CLASS GS-3 PIN 91-A-86LINDA E. SIVERTSENINST. 050000112ZONED: RAUSE: RESIDENTIAL WTP GA WP WPP (GUY) WPPWTP WTP WPP 12" WSP MB WSP WPP 10" WTP WPP WPP GA MB INV. (695.21)15" CMP INV. (694.87)GRAVELGRAVELASPHALT 15" TW. 15" 24" 18" CO WELL CAP INV. (695.67) INV. (695.40) TRB TWO STORYFRAME DWLG. F.F.E.(706.94)GRAVELPORCH 15" CMPPRIVATE ACCESS DRIVE15 MPH POSTED SPEED LIMITPIN 91-A-86LINDA E. SIVERTSENINST. 050000112ZONED: RAUSE: RESIDENTIAL EX. EOP EX. EOP EX. EOP EX. ROW EX. ROW EX. ROW EX. ROW C1AC1 15" HDPE UD-4 UD-4 PR. GRADING, DRAINAGE & SLOPE MAINTENANCE ESMT. PROP. 60 FT BLDG STBK 37'6' OPAQUE 57+87.73540' WB LANE TRANSITION 55+25BEG. TRAN56+0057+0058+0059+0060+00PT 56+69.46PC 58+70.2355+41.13 (12.40' R)MAT. EX EPEX. EOP CG-9D (9') CG-7 CG-7 14'EX12'EX12'PR. GRADING, DRAINAGE & SLOPE MAINTENANCE ESMT.57+94.70 (37.88' R)PR. ROW WP-2 WP-2 GRVL D/W (9')U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS4003.dwg PLOTTED: 10/19/2023 10:34 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS4003 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 WORK00 30'60'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED SITE PLANMATCHLINE SHEET CS4002MATCHLINE SHEET CS4001 MATCHLINE SHEET CS4001 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602SITE PLANSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTNOTE: 1. FOR CURB TYPES AND DETAILS SEE SHEET CS4503 SHEET OF38 77 695700705 705 710 710 694 6 9 6 69 7 69 8 6 9 9701701702702 703 703 704 704 706 706 707 707 708 708 709 709 711 711 712 712 713713 714 714 69 0 691 692 693 70 3 6 9 0 68 6 6876 8 8 6 8 9 6 9 1 6 9 2 69 3 89 10TC 96 00TC 95 76TC 95 18TC 94 48TC 94 23TC 93 39TC 93 36TC 93 76TC 93 61TC 90 52TC 92 00 92 50TC 92 80TC 93 85TC 94 24TC 94 00TC 93 35TC 94 00TC 93 00TC 92 50TC 92 04TC 92 19TC 93 60TC 93 35TC 95 00TC 94 44TC 94 34TC 94 00TC 93 80TC 95 39TC 95 35TC 93 90TC 94 20TC 95 38 95 40 95 12 95 32 95 32 95 42 92 90TW 94 42 FF=695.50 95 00 93 00 95 21TC 95 42 92 00 94 11 94 82 95 44TC 93 36 92 10TC 92 70TC 94 94 88 TC 88 72TC 90 00TC 91 00TC 92 00TC 93 00TC 95 36 92 90TW 95 00TC 96 80TC 91 20TC 95 84 95 00TC 93 00TC 94 50HP 92 15 91 52TC 11 55 96 79TC 95 75TC 91 54 91 38 92 00 94 94RIM 95 07RIM 95 12RIM 95 00RIM 94 14RIM 95 50 95 50 95 50 95 14 95 14TC 95 14 95 14TC 95 42 95 00 87 50TC 87 72TC 95 21 95 09TC 94 90TC 95 32 94 99TC 94 49 94 00 95 30 94 94 94 94 94 94 95 63 96 29 94 98 94 82 94 11 95 30 95 32 96 35TC 96 50TC 95 82 93 96 93 31 94 94 93 28 95 42 95 00 95 42 94 70 95 20TC 95 00TC 94 50 93 50 94 00TC 95 42 95 42 94 62 89 60TC 91 42TC 92 85 90 88TC 91 43TC 88 29 94 00 93 00 92 00 91 00 90 00 89 00 94 00TC 94 50 94 70TC 94 20 94 78 93 50 94 52 94 50TC 95 38 94 84 95 34TC 95 44TC 94 94 92 20TC 92 50TC 92 69TC 95 44TC 95 44TC 93 51 93 51 91 56TC 91 46 91 56TC 91 46FF=691.56 91 56 91 56 91 56TOC 91 50 91 50 91 50TC 94 50TC 93 00TC 93 57TC 93 60TC 93 73 94 00TC 93 00TC 93 00TC 92 50 93 11 92 00 92 15 92 00 92 40 95 08TC 91 86 91 54 91 86 91 54 91 86 91 54 91 86 91 54 91 86 91 54 91 86 91 54 91 86 91 54 91 86 91 54 91 86 91 54 91 86 93 71 93 71 93 00 93 50 93 40 93 40 91 90 91 90 91 30 91 30 90 46 90 46 90 36 90 26 91 06 96 50 94 17TC 92 00 92 00 3.9%1.5%2.0% 1.0%1.37%1.9%3.5%3.3% 1.0% 4.5%1.0%4.2%1.2%2.8%1.3%2.2%1.2%1.2%1.0%3.9%1.0%1.0%1.5%1.5%1.5%1.75%1.3%1 . 0%1.0%5.0% 2.5%1.54.5% 1.48% 2.6% 4.5%3.0%1.9%2.0%5.7% 690 692 694 696 710711712 696 696 69569169269369469 0 692688 06 53 94 00TC 95 00TC 96 00TC 96 09TC 96 50TC 95 39 96 50TC 94 80TC 94 61TC 95 59 96 00 96 00 95 59 93 42TC 93 66TC 93 13 95 13TC 94 64 94 69 700 705 697 698699 701702703704706707708709 69 5 691 692 693 694 696 697 93 30 TC 90 01 TC 89 76 TC 89 69 TC8966 TC 89 93 SW 89 70 TC 90 35 TC 93 42 TC 96 27 TC 96 47 SW 93 59 SW 9753 CL 9715 TC 088 TC 184 TC 194 TC 663 TC 12 35 TC 6 9 1 69 2 6936906916926936926916906896883.5:13.5:13.5:1EX SLO P E 2.2:1EX SLOPE 2.2:1 WTP 15" CMP INV. (690.17) STOP STREET MSP MB 15" TW. MSP MSP MSP STREET STOP GA INV. (68 9 . 5 3 ) (SILTED) GRATE ( 7 0 5 . 1 3 ) IN (694. 7 3 ) OUT (694 . 5 3 )GRAVEL DRIVEWAYN. BUCKTON RD . - RT -842 (VAR IABLE W IDTH R /W ) IRT S1N=7056998.544 E=11548525.861 ELEV.=709.96 107623D TM 91-A-57 MIDDLETOWN PROPERTIES LLC53'55'1 2 3 6 1279'79'94'96' RCP TOP (689.44) (SILTED) MSP 24" CMPINV. (686.14) INV. (685.66) WP MSP WPP (GUY) GA WPP 18" CMP INV. (689.83) INV. (688.81) WPPWTP MB GA GA DRAINFIELDSITE RELIANCE R O A D - R T - 6 2 7 R/W VA R I E S - 4 5 M P H ( P O S T E D ) CLASS G S - 3 CONFIDENCE LANEPRIVATE ACCESS DRIVE15 MPH POSTED SPEED LIMITEX. WETLANDS (NO DISTURBANCE) EX. WETLANDS (NO DISTURBANCE) EX. EOP EX. EO P EX. CG- 6 EX. CG - 6 EX. EOP EX. EO P E X . E O P EX. ROW EX. RO W EX. RO W EX. R O WEX. ROW EX. ROW 1.5 1.4 15" HDPE2.2 15" HDPE2.1 18" HDPE15" HDPETD2 15" HDPE TD1 5.4 5.3 24" HDPE24" HDPE6.1 15" HDPE5.5 24" HDPE5.6 24" HDPE 6.0 15" HDPE 18" HDPE5.7 5.8 2.3 TRENCH DRAIN 1 TRENCH DRAIN 2 20' STRM ESMT 20' STRM ESMT 2.1A OW-A 11 10" HDPE10" HDPE 11.1 10" HDPE OW-B 10" HDPER4 R3 R2 R1 CO1 8" PVC R20R19R18R17 R16 R15 R14 R13 R12 8" PVCR11 R10 8 " P V C R53 R52 8" PVCR51 6 IN PVC TYP ALL 6" ROOF DRAINS TERMINATE 5' FROM BLDG15" HDPEUD-4 UD-4 UD-4 CONNECT TO INLETS 25'INACTIVEBUFFER 25'ACTIVEBUFFER TYPE B ZONING BUFFER 50' FULL SCREEN STOPNO PARKING LOADING ZONE DOUBLE36UNDERGROUND STORAGETANK FIELD 5'R 5'R50'R50'R40' FC 18'18'C&G OC&G OCONCRETE BARRIER CLEARANCE BAR MENU BOARD TANK VENT(S) TANK APRON(S) TANK ISLAND (TYPE)STOPDIESEL OUTBUILDING PROPOSED SHEETZ BUILDING 6,879 SF FFE 695.50 MAX HEIGHT 35' PROPOSED DIESEL PUMP CANOPY PROPOSED PUMP CANOPY CURB C CURB C CURB CCURB CC&G O-SPC&G OC&G OC&GO-SP C&G OC&G O-SPC&G O-SP41' ACC. ESMT.5,800 VPDPROP. 5 0 F T B L D G S T B KPROP. 35 FT BLDG STBK CURB CCURB BNO PARKING LOADING ZONEAIRAIRSKY SIGN BASE ELEV- 697.00 TOP OF SIGN ELEVATION =760.00 (PER ARTICLE VII- PART 704 IA ) SITE LIGHT MONUMENT SIGN CURB CFLAG POLE SITE LIGHT OWS VENT AUTO DOORYIELD DRIVETHRU 2'R 25'R 32'R 2'R 15'R2'R3' R10'R2'R 3'RCG9B CG-12ACG-12ACG-12ADS DS DS DS DS DS DS DS DS DS DS AUTO5' S/W25'R31'R 45'R 3'R 5'R5'R 12' R 25'R50'R50'RC&G OCURB C 2'R2'R2'R2'RC&G O-SP ORDER POINT R1-1 SIGN R1-5a SIGNSTOP PROPANE EXCHANGE 20K GAL. FUEL TANK12K GAL. FUEL TANK30K GAL. FUEL TANK30K GAL. FUEL TANKTYPE III INTX SPACING = 353' (PRIV D/W) INTX S P A C I N G = 8 1 4 '69+54.8161+40.7660+65.7661+0062+0063+0064+0065+0066+0067+0068+0069+00PT 63+81.69PI 69+51.7775'62+07.2264+57.22250' LT TU R N66+57.22200' LT T A P E R 12'12.7'EX428' W B L A N E T R A N S I T I O N 6' WIDENING (LEN = 62.5')96' TAPE R ( 8 : 1 ) CG-7 75 ' RCG-6CG-6CG-6CG-625'R10 ' R 3'R25'R49'R 10'R2' R C G - 6 3' 3' PR. GDR L - M G S 2 ( ± 5 0 L F ) SEE CS3 0 5 0 A CG-7 6'PVMT T R A N S ( 4 5 ° ) MAT. EX E O P PR. GDR L - M G S 2 ( ± 5 0 L F ) SEE CS3 0 5 0 A 56' R CG-7 80'RCG-612'12'12.5'12'12'12.5'EX12'12'18'EOP12'EOP18.7'EX5' SWLK 5' SWLK12'EOP12.5'EX14.3'EX50' R50'RPR. GRADING, DRAINAGE& SLOPE MAINTENANCE ESMT.63+99.71 (52.15' R)67+58.46 (51.83' R)PR. ROW PR. RO WSAW-CUT & MAT. EX PVMT℄ WP-2 WP-2 WP-263+57 (26.00' R)CG-7TRNS5' SWLK SIGNEND OF S I D E W A L K BEG. NO S E D D O W N C U R B TERMIN A T I O N O V E R 4 ' PR. GDR L - M G S 1 A (TOTAL ± 3 2 5 L F ) SEE CS 3 0 5 0 A LOD LOD LOD LOD LOD LOD LOD LOD 6" PVC SAN LAT6" PVC SAN LAT50' SETBACK PRO. WELL LOCATION (SOUTH) N=7,056,892.5 E=11,548,780.1 WL-AYARD HYDRANT10+0011+0011+181" WATERLINE (TYP) YARD HYD (TYP)1" CURB STOP (TYP) 2" CURB STOP 2" COPPER WATERLINE 1" CURB STOP (TYP) 1" WATERLINE (TYP) 10+00 11+0011+93 10+0011+0012+0012+61WL-BWL-C PRO. WELL LOCATION (EAST) C C D D 2-4" COMCAST 10' UTILESMT695 69 2 693 694 696 697 698 6 9 9 69069569 5700705 710715695690700685690695685 700U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS4101.dwg PLOTTED: 10/19/2023 10:36 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS4101 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 WORK00 30'60'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED SITE PLANMATCHLINE SHEET CS4103MATCHLINE SHEET CS4103MATCHLINE SHEET CS4102 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602GRADING PLANSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF39 77 675675680680685685690671671672673673674674676676677677678678679679681681682682683683684684686 686687 687688 688689691692693694670670668668669669671672 675680685 685685672672673674676677678679681682683683683684 684684686 686 6866876876886 8 8 675680685690690672 673674676677678679681682683684686687688689689691692693694675675675680680680685685685690690690671671672 672672673 673673674 674674 67 6 67667667767767 7 6786786786796796796816816816826826826836836836846846846866866866876876876886886886896896 8 9 691 691 691 69169168 7 674 6 7 2 677675671 82 85TC 82 84TW 81 52 90 52TC 89 00TC 86 92TC 85 07TC 81 37TC 80 32TC 94 00TC 93 35TC 92 90TW 86 00 86 72TC 80 00 84 24HP 87 00TC 88 00TC 88 72 92 50TW 92 90TW 92 50TW 89 96TC 89 00TC 89 16TC 84 00 83 00 82 00TC 94 50HP 79 00TC 79 23TC 70 50 87 50TC 87 16TC 88 65 88 50 88 80 88 80 93 00TC 93 11 81 30 84 60 85 48 82 76 82 95 81 10 87 00 85 00 86 00 87 00 88 00 85 00 86 00 81 50TC 81 60TC 81 80TC 82 00TC 82 00BW 82 76TW 77 00BW 81 00BW 82 84TW 81 50 88 72 88 72 88 72 3.9%2.0%4.2%2.0%1.0%1.5%1.5%1.7%1.9%1.3% 2.6% 2.2%2.0% 4.0 2.9 684682686688 68 6 688686 684 682 688 690 686 678680682680678676675674672673670682684686683681680680 88 00BW 90 00BW 86 00TC 86 00TC 84 00TC 83 00TC 85 00TC 83 20 82 32TC 81 22TC 84 53TC 84 43 82 49TC 82 39 1.48%1.38% 85 00TC 84 00TC 83 00TC 10"CMP INV. (687.26)INV. (687.50)GRAVEL DRIVEWAYPIN 91-A-89C GORES RENTAL, LLC INST. 050003737 ZONED: RA USE: RESIDENTIAL PIN 91-A-89 GORES RENTAL, LLC INST. 050003737 ZONED: RA USE: RESIDENTIAL EX. COMM O N W E A L T H O F V I R G I N I A DRAINAGE E A S E M E N T DB 288 PG 2 9 4 HWY PB 3 P G 2 8 8 EX. 10' C&P TELEPHONECO. ESMT - DB 326 PG 82RESERVEDRAINFIELDSITE 41' 50'69'53' 54' 3 4 5 7 8 9 94' 31' 104'96' 16 15 111' 101' RESERVEDRAINFIELDSITE INV. (665.83) INV. (669.68)INV. (670.87) WSP 12" CMP GRAVEL ASPHALTDRAINFIELDSITE CONFIDENCE LANEPRIVATE ACCESS DRIVE15 MPH POSTED SPEED LIMITEX. WETLANDS (NO DISTURBANCE) EX. WETLANDS (NO DISTURBANCE) EX. WETLANDS (NO DISTURBANCE) UNDERGROUND STORM FACILITY ISOLATOR ROW 1.3 15" HDPE1.2 24" HDPE1.1 24" HDPE 24" HDPE 1.0 3.0 18" HDPE2.0 15" HDPE18" H D P E 4.4 15" HDPE 15" HDPE4.2 4.14 4.5 9.0 18" HD P E 30" HDPE 5.11 5.10 15" RCP CL III5.115" HDPE 30"HDPE5.2 24" HDPE24" HDPE8.0 15" HDPE 10.3 24" HDPE 10.0 24" HDPE 5.0 4.3 STRM ESMT 20' STRM ESMT STRM ESMT 10.2 10.2A 10.1 30" HDPE30" RCP CL III30" RCP CL III 15" HDPE18" HDPE30" RCP CL III 25'INACTIVEBUFFER 25'ACTIVEBUFFER25'INACTIVEBUFFER25'ACTIVEBUFFERTYPE BZONING BUFFER50' FULL SCREEN20'R2'R RETAINING WALL CLEARANCE BAR MENU BOARD C&G OC&G OC&G O-SP VDOT CL I RIPRAP PRO. UNDERGROUND STORAGE TANK N=7,057,335.7 E=11,549,373.5 PRO. BAYFILTER N=7,057,508.5 E=11,549,306.3 SITE LIGHT SITE LIGHT16'18.5'10'R38'R20'R5' CONC S/W5' S/W25'R 25'R 45'R 5'R10'R45'R3'R25'R55'RCURB C GRAVEL CURB C CURB CFUTURE RELOCATIONOF BUCKTON ROADPER FREDERICKCOUNTYCOMPREHENSIVE PLANCG-6CG-6CG-6CG-6CG-6CG-62' R 25'R2'R25 ' R 41' ACC. ESMT.PR. GRADING, DRAINAGE& SLOPE MAINTENANCE ESMT.PR. ACCESS, DRAINAGE, GRADING AND MAINTENANCE EASEMENT LOD LOD LOD LOD WASTE WATER TREATMENT PLANT WL-APRO. WELL LOCATION (NORTH) N=7,057,413.0 E=11,549,449.5 50' SETBACK 11+0011+18A A B BEE ET67568068 5 6 9 0 67267367467667767867968 168 2 6 8 3 68 4 68 6 68 7 68 8 68 9 691 6 9 1 69 2 68 5 69068 6 68 7 68 8 6 8 9 6756806856906856 8 0 675U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS4102.dwg PLOTTED: 10/19/2023 10:37 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS4102 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 WORK00 30'60'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED SITE PLANMATCHLINE SHEET CS4103 MATCHLINE SHEET CS4101 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602GRADING PLANSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF40 77 INV. (690.17) RELIANCE ROAD - RT-627 R/W VARIES - 45 MPH (POSTED) CLASS GS-3 PIN 91-A-86LINDA E. SIVERTSENINST. 050000112ZONED: RAUSE: RESIDENTIAL WTP GA WP WPP (GUY) WPPWTP WTP WPP 12" WSP MB WSP WPP 10" WTP WPP WPP GA GA MB INV. (695.21)15" CMP INV. (694.87)GRAVELGRAVELASPHALT 15" TW. 15" 24" 18" CO WELL CAP INV. (695.67) INV. (695.40) TRB GRAVELPORCH 15" CMPPRIVATE ACCESS DRIVE15 MPH POSTED SPEED LIMITPIN 91-A-86LINDA E. SIVERTSENINST. 050000112ZONED: RAUSE: RESIDENTIAL EX. EOP EX. EOP EX. EOP EX. EOP EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW PR. GRADING, DRAINAGE & SLOPE MAINTENANCE ESMT. PROP. 60 FT BLDG STBK BEG. CONSTRUCTIONSTA 55+0057+87.73540' WB LANE TRANSITION 55+25BEG. TRAN12'EX12'EX53+0054+0055+0056+0057+0058+0059+0060+00PC 53+27.85PT 56+69.46PC 58+70.2355+41.13 (12.40' R)MAT. EX EPEX. EOP CG-9D (9') CG-7 CG-7 14'EX12'EX12'PR. GRADING, DRAINAGE & SLOPE MAINTENANCE ESMT.57+94.70 (37.88' R)PR. ROW WP-2 WP-2 GRVL D/W (9')695700700694696697697698698699699701701 70 2 7027037037 0 4 704 6 9 0 695 6957 0 0700 700 7006 9 1 6 9 2 69 3 694 694696696 697697697 69 7697 6 9 7 698 6 9 8 699 6997 0 1701695 700 693 694 696 697 698 699 96 30 HP 696 695 694 696 700 698 697 697 94 90 TC 97 29 TC 96 91 EP 96 74 FL 97 00 TC9698 TC 9444EP 9409CL 9690CL 9686CL 96 58 TC 93 30 TC C1AC1 15" HDPE UD-4 UD-4 LOD LOD LOD PRO. WELL LOCATION (EAST) N=7,056,485.5 E=11,549,169.6 50' SETBACK 695700690 694 692 688 6 8 6 U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS4103.dwg PLOTTED: 10/19/2023 10:39 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS4103 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 WORK00 30'60'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED SITE PLANMATCHLINE SHEET CS4001 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602GRADING PLANSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF41 77 TD2 TD1 TRENCH DRAIN 1 TRENCH DRAIN 2 11.1 10" HDPE 11+0012+0012+61692 91 54 91 54 91 54 91 54 91 54 91 54 91 54 91 54 91 54 91 54 91 86 91 86 91 86 91 86 91 86 91 86 91 86 91 86 91 86 91 86 91 06 90 36 91 30 90 46 R4 R3 R2 R1 CO1 94 14RIM 95 00RIM 95 12RIM 95 07RIM 94 94RIM 94 94 94 94 94 94 95 84 94 82 94 82 94 11 94 11 1.75%1.5% 95 30 8" P V C 6" PVC SAN LAT11+0010+00 5'R 5'R2'R3' R 10'R31'R 3'R 5'R5'R 2'RYIELDSTOP 92 96 92 54 92 64 93 18TC 93 06 93 60TC 93 00TC 93 42 93 60TC 93 13 93 66TC 93 20 94 69 95 34 94 64 95 13TC 95 08TC 93 85TC 92 30 92 40 U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS4104.dwg PLOTTED: 10/19/2023 10:41 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS4104 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 WORK00 10'20'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602GRADING PLANSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF42 77 CS4500 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAM SHEET APPROVED BY OFCS4500 77 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 540.665.0493APPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602SITE DETAILSSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICT U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS4501.dwg PLOTTED: 10/19/2023 10:41 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS4501 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 540.665.0493APPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602SITE DETAILSSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF44 77 U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS4502.dwg PLOTTED: 10/19/2023 10:41 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS4502 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 540.665.0493APPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602SITE DETAILSSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTNOT TO SCALE STOP SIGN - DETAIL HANDICAP SIGN DETAIL NOT TO SCALE SCREEN FENCE DETAIL TRUCKENTER TRUCKEXIT ALLTRUCKS TRUCK SIGNAGE DETAILS NOT TO SCALE SHEET OF45 77 U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS4503.dwg PLOTTED: 10/19/2023 10:42 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS4503 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 540.665.0493APPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602SITE DETAILSSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICT6" 1"5" 2'-0"6"1'-0"1'-6" 1'-6" 5" 1"6"1'-0"2'-0" · · · · · · · CURB B CURB C C&G O VDOT STANDARD DETAILS SHEETZ CURB DETAILS - ON SITE C&G O-SP 12" CURB DETAIL (BEHIND TRUCK SPACES) SHEET OF46 77 695700705 705 710 710 694 6 9 6 69 7 69 8 6 9 9701701702702 703 703 704 704 706 706 707 707 708 708 709 709 711 711 712 712 713713 714 714 69 0 691 692 693 70 3 6 9 0 68 6 6876 8 8 6 8 9 6 9 1 6 9 2 69 3 690 692 694 696 710711712 696 696 69569169269369469 0 692688700 705 697 698699 701702703704706707708709 69 5 691 692 693 694 696 697 93 30 TC 90 01 TC 89 76 TC 89 69 TC8966 TC 89 93 SW 89 70 TC 90 35 TC 93 42 TC 96 27 TC 96 47 SW 93 59 SW 9753 CL 9715 TC 088 TC 184 TC 194 TC 663 TC 12 35 TC 6 9 1 69 2 693690691692693692691690689688 WTP 15" CMP INV. (690.17) STOP STREET MSP MB 15" TW. MSP MSP MSP STREET STOP GA INV. (689.5 3 ) (SILTED) GRATE (705 . 1 3 ) IN (694.73) OUT (694.53 )GRAVEL DRIVEWAYN. BUCKTON RD . - RT - 8 4 2 (VAR IAB LE W IDTH R /W ) CMF IRF IPF CMF IPF IRT S1N=7056998.544 E=11548525.861 ELEV.=709.96 107623D53'55'1 2 3 6 1279'79'94'96' RCP TOP (689.44) (SILTED) MSP 24" CMPINV. (686.14) INV. (685.66) WP MSP WPP (GUY) GA WPP 18" CMP INV. (689.83) INV. (688.81) WPPWTP MB GA GA DRAINFIELDSITE RELIANCE R O A D - R T - 6 2 7 R/W VARIE S - 4 5 M P H ( P O S T E D ) CLASS GS-3 CONFIDENCE LANEPRIVATE ACCESS DRIVE15 MPH POSTED SPEED LIMITEX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. EOP EX. EOP EX. CG-6 EX. CG-6 EX. EOP EX. EOP EX . E O P EX. ROW EX. ROW EX. ROW EX. ROW E X . R OW EX. ROW 25'INACTIVEBUFFER 25'ACTIVEBUFFER TYPE BZONING BUFFER50' FULL SCREEN STOPNO PARKING LOADING ZONE DOUBLE36UNDERGROUND STORAGETANK FIELD 5'R 5'R50'R50'R40' FC 18'18'C&G OC&G OCONCRETE BARRIER (2) 6" CONC BOLLARDS STOPCONC BOLLARD (TYP) CURB C CURB C CURB CCURB CC&G O-SPC&G OC&G OC&GO-SP C&G OC&G O-SPC&G O-SP41' ACC. ESMT.5,800 VPDPROP. 50 F T B L D G S T B K P RO P . 3 5 F T B LDG S T B K CURB CCURB BNO PARKING LOADING ZONEAIRAIRSKY SIGN BASE ELEV- 697.00 TOP OF SIGN ELEVATION =760.00 (PER ARTICLE VII- PART 704 IA ) SITE LIGHT MONUMENT SIGN CURB CFLAG POLE SITE LIGHT OWS VENT AUTO DOORYIELD DRIVETHRU 2'R 25'R 32'R 2'R 15'R2'R3' R 10'R2' R 3'RCG9B CG-12ACG-12ACG-12A5' S/W25'R31'R 45'R 3'R 5'R5'R 12' R 25'R50'R50'RC&G OCURB C 2'R2'R2'R2'RC&G O-SP STOPPROPANE EXCHANGE INTX SPAC I N G = 8 1 4 '69+54.8161+40.7660+65.7661+0062+0063+0064+0065+0066+0067+0068+0069+00PT 63+81.69PI 69+51.7775'62+07.2264+57.22250' LT TURN66+57.22200' LT TA P E R 12'12.7'EX428' WB LA N E T R A N S I T I O N 6' WIDENING (LEN = 62.5')96' TAPER (8:1 ) CG-7 75 ' RCG-6CG-6CG-6CG-625'R10 ' R 3'R25'R49'R 10'R2' R C G - 6 3' 3' PR. GDRL - M G S 2 ( ± 5 0 L F ) SEE CS3050 A CG-7 6'PVMT TRAN S ( 4 5 ° ) MAT. EX EO P PR. GDRL - M G S 2 ( ± 5 0 L F ) SEE CS3050 A 56' R CG-7 80'RCG-612'12'12.5'12'12'12.5'EX12'12'18'EOP12'EOP18.7'EX5' SWLK 5' SWLK12'EOP12.5'EX14.3'EX50' R50'RPR. GRADING, DRAINAGE& SLOPE MAINTENANCE ESMT.63+99.71 (52.15' R)67+58.46 (51.83' R)PR. ROW PR. ROWSAW-CUT & MAT. EX PVMT℄ WP-2 WP-2 WP-263+57 (26.00' R)CG-7TRNS5' SWLK SIGNEND OF SID E W A L K BEG. NOSE D D O W N C U R B TERMINATIO N O V E R 4 ' PR. GDRL - M G S 1 A (TOTAL ±32 5 L F ) SEE CS3050 A 1.5 1.4 15" HDPE2.2 15" HDPE2.1 18" HDPE15" HDPE TD2 15" HDPE TD1 5.4 5.3 24" HDPE24" HDPE6.1 15" HDPE5.5 24" HDPE5.6 24" HDPE 6.0 15" HDPE 18" HDPE5.7 5.8 2.3 TRENCH DRAIN 1 TRENCH DRAIN 2 20' STRM ESMT 20' STRM ESMT 2.1A OW-A 11 10" HDPE10" HDPE 11.1 10" HDPE OW-B 10" HDPER4 R3 R2 R1 CO1 8" PVC R20R19R18R17 R16 R15 R14 R13 R12 8" PVCR11 R10 8" P V C R53 R52 8" PVCR51 6 IN PVC TYP ALL 6" ROOF DRAINS TERMINATE 5' FROM BLDG15" HDPEUD-4 UD-4 UD-4 CONNECT TO INLETS LOD LOD LOD LOD LOD LOD LOD LOD SEW. TANKS TRAPZILLA GREASE TRAP GREASE SAN LAT OIL TANK6" PVC SAN LATCO CO CO SEPTIC TANK EQ TANK 6" PVC SAN LATREFER TO MEP DRAWINGS FOR TRAPZILLA AND GREASE TRAP DETAILS 50' SETBACK PRO. WELL LOCATION (SOUTH) N=7,056,892.5 E=11,548,780.1 YARD HYDRANT WL-AYARD HYDRANT10+0011+0011+181" WATERLINE (TYP) YARD HYD (TYP)1" CURB STOP (TYP) 2" CURB STOP 2" COPPER WATERLINE 1" CURB STOP (TYP) 1" WATERLINE (TYP) 10+00 11+0011+93 10+0011+0012+0012+61WL-BWL-C PRO. WELL LOCATION (EAST) 2-4" COMCAST 2-4" VERIZON 3-6" ELEC DUCTBANK2-4" ELEC10' UTILESMTTRANSFORMER RELOCATED POWER POLE PROP UGND ELECRELOCATEDOVHD ELECDUCTBANK AT CONFIDENCE LANE HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' 685 690 700 685 690 700 9+50 10+00689.1691.34688.9690.8011+00 EX. GRADE 6" PVC CL-II @ 0.00% FIN. GRADE STA:10+62.24 INV:686.80 STA:10+02.00 INV:686.80 Sta=10+00.00UTILITY EASEMENTSta=10+64.24UTILITY EASEMENTU:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS5001.dwg PLOTTED: 10/19/2023 10:43 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS5001 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2021-03-19 RAMAPPROVED 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 WORK00 30'60'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED SITE PLAN MATCHLINE SHEET CS5002 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602UTILITY PLANSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICT12"12"12"12"12"12" SVEC 3 - 6" VERIZON 2 - 4" COMCAST 2 - 4" PROPOSED CONDUIT SECTION NTS 72" SHEET OF47 77 10"CMP INV. (687.26)INV. (687.50)GRAVEL DRIVEWAYPIN 91-A-89CGORES RENTAL, LLCINST. 050003737ZONED: RAUSE: RESIDENTIAL PIN 91-A-89GORES RENTAL, LLCINST. 050003737ZONED: RAUSE: RESIDENTIAL EX. COMMONW E A L T H O F V I R G I N I A DRAINAGE EA S E M E N T DB 288 PG 294 HWY PB 3 PG 2 8 8 EX. 10' C&P TELEPHONECO. ESMT - DB 326 PG 82RESERVEDRAINFIELDSITE 41' 50'69'53' 54' 3 4 5 7 8 9 94' 31' 104'96' 16 15 111' 101' RESERVEDRAINFIELDSITE INV. (665.83) INV. (669.68)INV. (670.87) WSP 12" CMP GRAVEL ASPHALTDRAINFIELDSITE CONFIDENCE LANEPRIVATE ACCESS DRIVE15 MPH POSTED SPEED LIMITEX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) 25'INACTIVEBUFFER 25'ACTIVEBUFFER25'INACTIVEBUFFER25'ACTIVEBUFFERTYPE BZONING BUFFER50' FULL SCREEN20'R2'R RETAINING WALL C&G OC&G OC&G O-SP VDOT CL I RIPRAP PRO. UNDERGROUND STORAGE TANK N=7,057,335.7 E=11,549,373.5 PRO. BAYFILTER N=7,057,508.5 E=11,549,306.3 SITE LIGHT SITE LIGHT16'18.5'10'R38'R20'R5' CONC S/W5' S/W25'R 25'R 45'R 5'R10'R45'R3'R25'R55'RCURB C GRAVEL CURB C CURB CFUTURE RELOCATIONOF BUCKTON ROADPER FREDERICKCOUNTYCOMPREHENSIVE PLANCG-6CG-6CG-6CG-6CG-6CG-62' R 25'R2'R25 ' R 41' ACC. ESMT.PR. GRADING, DRAINAGE& SLOPE MAINTENANCE ESMT.PR. ACCESS, DRAINAGE,GRADING AND MAINTENANCE EASEMENT 675675680680685685690671671672673673674674676676677677678678679679681681682682683683684684686 686687 687688 688689691692693694670670668668669669671672 675680685 685685672672673674676677678679681682683683683684 684684686 686 6866876876886 8 8 675680685690690672 673674676677678679681682683684686687688689689691692693694675675675680680680685685685690690690671671672 672672673 673673674 674674 67 6 67667667767767 7 6786786786796796796816816816826826826836836836846846846866866866876876876886886886896896 8 9 691 691 691 69169168 7 674 6 7 2 677675671684682686688 68 6 688686 684 682 688 690 686 678680682680678676675674672673670682684686683681680680UNDERGROUND STORM FACILITY ISOLATOR ROW 1.3 15" HDPE1.2 24" HDPE1.1 24" HDPE 24" HDPE 1.0 3.0 18" HDPE 2.0 15" HDPE 18" H D P E 4.4 15" HDPE 15" HDPE4.2 4.14 4.5 9.0 18" HD P E 30" HDPE 5.11 5.10 15" RCP CL III5.115" HDPE 30"HDPE5.2 24" HDPE24" HDPE8.0 15" HDPE 10.3 24" HDPE 10.0 24" HDPE 5.0 4.3 STRM ESMT 20' STRM ESMT STRM ESMT 10.2 10.2A 10.1 30" HDPE30" RCP CL III30" RCP CL III 15" HDPE18" HDPE30" RCP CL III LOD LOD LOD LOD YARD HYDRANT WL-APRO. WELL LOCATION (NORTH) N=7,057,413.0 E=11,549,449.5 50' SETBACK 11+0011+1811+0012+00 13+00 14+00 15 + 0 0 16+0016+16 4 - 1.5" PVC SCH 40 FORCE MAINS 1 - 1.25" PVC SCH 40 FORCE MAIN (WITH TRACER WIRE) SEW. TANKS SEW. TANKS CONTROL BLDG PUMP TANK SEPTIC TANK UNIT 2 UNIT 1 EQ TANK WASTE WATER TREATMENT PLANT ET PROPOSED ELECTRIC TRANSFORMER POWER POLE U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS5002.dwg PLOTTED: 10/19/2023 10:44 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS5002 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 WORK00 30'60'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED SITE PLAN MATCHLINE SHEET CS5001 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602UTILITY PLANSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF48 77 PROPOSED FORCE MAIN HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' 670 675 680 685 690 695 700 670 680 690 700 9+50 10+00697.7692.711+00688.3683.412+00680.9681.11683.8687.5013+00687.5687.87691.0688.2414+00691.5688.61691.5688.9815+00692.2689.57692.0689.9316+00691.9690.0016+50 FIN. GRADE EX. GRADE 18" MIN CLEAR 4 - 1.5" PVC SCH 40 FORCE MAINS 1 - 1.25" PVC SCH 40 FORCE MAIN (WITH TRACER WIRE)STRM XING STA. 12+32.0615" HDPE INV=683.2218" CLEAR 36" MIN COVER DRAINFIELD INV 688.94 BLDG A SEWAGE TANKS BLDG A FFE 692.90 TANK TOP OF TANK 690.36 18" MIN CLEAR FROM BOTTOM OF WALL FOOTING 45° BEND STA. 11+17.77STRM XING STA. 15+22.8715" HDPE INV=685.26FITTING STA. 16+03.38FITTING STA. 15+99.14FITTING STA. 15+90.81FITTING STA. 15+82.19FITTING STA. 15+10.22FITTING STA. 14+85.64695693694 696 697 698 699 89 10TC 90 52TC 89 00TC 86 92TC 85 07TC 92 00 92 50TC 92 80TC 93 85TC 94 24TC 94 00TC 93 35TC 94 00TC 93 00TC 92 50TC 92 04TC 92 19TC 93 60TC 93 35TC 95 38 95 40 95 12 92 90TW 94 42 86 00 95 42 92 70TC 87 00TC 88 00TC 88 72TC 90 00TC 92 50TW 92 90TW 92 50TW 89 96TC 91 20TC 89 00TC 89 16TC 93 00TC 94 50HP 92 15 91 52TC 95 50 95 42 87 50TC 87 72TC 95 42 95 00 95 42 94 70 95 20TC 95 00TC 94 50 93 50 94 00TC 89 60TC 91 42TC 92 85 90 88TC 91 43TC 88 29 94 00 93 00 92 00 91 00 90 00 89 00 94 50TC 95 38 94 84 95 34TC 95 44 94 94 92 20TC 92 50TC 91 46 91 56TC 91 46FF=691.56 91 56 91 56 91 56TOC 91 50 91 50 91 50TC 87 16TC 88 65 88 50 88 80 88 80 94 50TC 93 00TC 93 57TC 93 60TC 92 50 93 11 92 00 92 15 92 00 92 40 95 08TC 87 00 90 46 90 46 90 36 90 26 91 06 88 00 92 00 92 00 88 72 88 72 88 72 88 00BW 90 00BW 93 42TC 93 66TC 93 13 95 13TC 94 64 94 69 INV. (680.91) 10"CMP INV. (687.26)INV. (687.50)GRAVEL DRIVEWAYN 28°05 '08 " E 367 .74 'S 43°01'04" W 1065.55'RESERVEDRAINFIELDSITE 41' 50'53'55'69'53' 54' 1 2 3 4 5 6 7 8 9 79'94' 31' 104'96' 10 DRAINFIELDSITE 25'INACTIVEBUFFER 25'ACTIVEBUFFER TYPE BZONING BUFFER50' FULL SCREEN 5'R 5'R20'R50'RC&G OCROSSWALK 7 5 RETAINING WALL TRASH ENCLOSURE DIESEL OUTBUILDING CHAIN LINK FENCE TRASH ENCLOSURE CURB C CURB C CURB CC&G O-SP CURB CSITE LIGHT SITE LIGHT OWSVENT YIELDDRIVETHRU 2'R3'R10'RCG-12A3' GATE5' CONC S/W5' S/W25'R 25'R31'R 45'R 3'R 5'R5'R 12' R 25'RCURB C 2'RSTOPGRAVEL CG-6CG-6CG-625'R49'R 10'R2'R C G - 6 2' R 25'RPR. GDRL - M G S 2 ( ± 5 0 L F ) SEE CS3050A 41' ACC. ESMT. 1.4 15" HDPE15" HDPE2.1 2.0 15" HDPE 18" H D P E 5.4 5.3 24" HDPE5.2 24" HDPE24" HDPE8.0 15" HDPE 20' OW-A 11 10" HDPE10" HDPE OW-B 10" HDPER10 8" P V C R52R5115" HDPE10+0011+0012+00 13+00 14+00 15 + 0 0 16+0016+16 6" PVC SAN LATWASTE WATER TREATMENT PLANT WL-A10+0011+0011+182" CURB STOP 10+00 ET U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS5100.dwg PLOTTED: 10/19/2023 10:46 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS5100 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602SANITARY FORCEMAIN PROFILESHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICT00 30'60'NORTHSHEET OF49 77APPROVED SITE PLAN SANITARY SEWER - TANKS TO BLDG HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' 680 685 690 695 700 705 710 680 690 700 710 9+50 10+00693.3692.90694.5693.9011+00694.1695.1812+00 52 LF 6" PVC @ 2 . 0 0 % 61 LF 6" PVC @ 2 . 0 0 % 6 LF 6" PVC @ 2.00%RIM 695.41CO 2 CLEANOUTINV IN 691.20 (BUILDING)INV OUT 691.20 (CO 1 )STA 11+12.86RIM 693.56CO 1 CLEANOUTINV IN 690.17 (CO 2)INV IN 690.17 (CO 1.1)INV OUT 690.17 (SWR TANKS )STA 10+61.36SHEETZ BUILDING FFE 695.50FIN. GRADE EX. GRADE SAN SWR TANK STA=10+00.00INV 688.94 BLDG A FFE 692.90 INV 691.33 TANK TOP OF TANK 690.36 SANITARY SEWER - C.O. TO GREASE TRAP HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' 685 690 695 700 705 685 690 700 9+50 10+00694.4693.66694.2693.9911+00695.2693.8011+50 63 LF 6" PVC @ 1.00%RIM 693.80TRAPZILLAINV OUT 691.38 (CO 1.1 )(INV ELEVATION TO BEDETERMINED BY MEP)STA 11+20.6958 LF 6" PVC @ 1.00%RIM 693.74CO 1.1 CLEANOUTINV IN 690.75 (TRAPZILLA)INV OUT 690.75 (CO 1 )STA 10+57.85RIM 693.56CO 1 CLEANOUTINV IN 690.17 (CO 2)INV IN 690.17 (CO 1.1)INV OUT 690.17 (SWR TANKS )STA 10+00FIN. GRADEEX. GRADE WATR XING STA. 10+17.122" K COPPER WTR INV=691.36WATR XING STA. 10+49.372" K COPPER INV=689.696" MIN CLEAR 9" CLEAR WATERLINE A HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' 682 685 690 695 700 705 682 690 700 9+50 10+00694.3694.33694.4694.4211+00693.7693.7011+50SSWR XING STA. 10+44.536" PVC CL-II INV=690.34STRM XING STA. 10+078 IN PVC INV=688.67FIN. GRADE EX. GRADE 2" K-COPPER WTR SRV LINE 48" MIN COVER SHEETZ BUILDING FFE 695.50 6" MIN CLEAR 29" COVERTEE - STA. 10+21.73 WL BYARD HYDRANT STA. 11+17.65WATERLINE B HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' 675 680 685 690 695 700 705 675 680 690 700 9+50 10+00694.2695.24694.4693.2011+00695.4693.20696.4693.2012+00 12+50 FIN. GRADE EX. GRADE 2" K-COPPER WTR SRV LINE SHEETZ BUILDING FFE 695.50YARD HYDRANT STA. 11+91.21TEE - STA. 10+00 WL ATEE - STA. 11+26.73 WL C90° BEND - STA. 10+41.5090° BEND - STA. 11+51.932" CURB STOP - STA. 10+031" CURB STOP - STA. 10+39.501" CURB STOP - STA. 11+53.93STRM XING STA. 10+24.988 IN PVC INV=687.91STRM XING STA. 11+80.668 IN PVC INV=690.326" MIN CLEAR 34" COVER 13" CLEAR SSWR XING STA. 10+22.806" PVC CL-II INV=690.668" CLEAR 34" COVER WATERLINE C HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' 680 685 690 695 700 705 680 690 700 9+50 10+00696.0695.96695.3695.2911+00695.1695.10695.8695.8112+00696.1696.11693.9693.8613+00 FIN. GRADE EX. GRADE 2" K-COPPER WTR SRV LINE STRM XING STA. 10+27.5418" HDPE INV=687.0335" COVER 6" CLEAR 90° BEND - STA. 12+44.56TEE TO YARD HYDT - STA. 10+73.56TEE TO YARD HYDT - STA. 10+92.56TEE TO YARD HYDT - STA. 11+30.56TEE TO YARD HYDT - STA. 11+68.56TEE TO YARD HYDT - STA. 11+87.56TEE TO YARD HYDT - STA. 12+06.56TEE TO YARD HYDT - STA. 12+25.56TEE TO YARD HYDT - STA. 11+49.56TEE TO YARD HYDT - STA. 11+11.56TEE - STA. 10+00 WL BYARD HYDRANT STA. 12+61.341" CURB STOP - STA. 12+46.56U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS5101.dwg PLOTTED: 10/19/2023 10:46 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS5101 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602SANITARY SEWER AND WATER PROFILESSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICT00 30'60' SHEET OF50 77APPROVED SITE PLAN U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS5500.dwg PLOTTED: 10/19/2023 10:46 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS5500 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2021-03-19 RAMAPPROVED 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 540.665.0493APPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602WATER AND SANITARY SEWER DETAILSSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF51 77 U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS5501.dwg PLOTTED: 10/19/2023 10:46 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS5501 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 540.665.0493APPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602WATER AND SANITARY SEWER DETAILSSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF52 77 U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS5502.dwg PLOTTED: 10/19/2023 10:47 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS5502 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 540.665.0493APPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602DRY UTILITIES DETAILSSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF53 77 STM 1.0 TO 1.5 HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' 668 670 675 680 685 690 695 700 668 670 680 690 700 FIN. GRADE EX. GRADE 20" MIN CLEAR 9+50 10+00690.9683.22687.1682.4211+00683.2683.15680.2684.0012+00679.0684.00679.5685.2013+00680.3686.27681.7687.2114+00682.6687.89683.5689.2315+00684.6690.20686.7691.1916+00 16+50 UNDERGROUND STORAGE TANK TANK RIM 677.58 RIM=692.001.5 - DI-3B (12' LT)INV OUT 687.75 (1.4)15+91.10148 LF 15" HDPE @ 1 . 8 3 %RIM=689.101.4 - DI-3B (8' LT)INV IN 685.05 (1.5)INV OUT 684.85 (1.3)14+43.58225 LF 15" HDP E @ 2 . 1 5 %RIM=684.531.3 - DI-3B (10' LT)INV IN 680.00 (1.4)INV IN 679.80 (2.0)INV OUT 679.80 (1.2)12+18.40147 LF 24" HDPE @ 1 . 9 0 %RIM=682.491.2 - DI-3B (10' LT)INV IN 677.00 (1.3)INV OUT 676.80 (1.1)10+71.1436 LF 24" HDP E @ 2.25%RIM=682.781.1 - 48" MHINV IN 676.00 (1.2)INV IN 677.00 (3.0)INV OUT 675.80 (1.0)10+35.5536 LF 24" HDPE @ 5.06%RIM=683.181.0 - UGND STORAGE TANKINV IN 674.00 (1.1)10+00SSWR (FM) XING STA. 13+67.922" PVC CL-II INV=681.2595% COMPACTED FILL STM 1.1 TO 3.1 HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' 672 675 680 685 690 695 672 680 690 9+50 10+00688.6686.1681.1211+00RIM=682.781.1 - 48" MHINV IN 676.00 (1.2)INV IN 677.00 (3.0)INV OUT 675.80 (1.0)10+0058 LF 18" HDPE @ 1.30%RIM=681.503.0 - DI-3B (12' RT)INV OUT 677.75 (1.1)10+57.63FIN. GRADE EX. GRADE STM 2.1 TO TD1 HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' 682 685 690 695 700 705 682 690 700 9+50 10+00693.2691.52693.7690.7011+00694.3691.26694.4691.3812+00693.7691.38694.1691.3813+00691.9691.3813+50 179 LF TRENCH DRAINTRENCH DRAINSta=11+36.45Inv. Elev=689.50TRENCH DRAINSta=13+15.45Inv. Elev=690.84FIN. GRADE EX. GRADE 27 LF 10" HDPE @ 1.35%RIM=690.4011 - 10" CO W/ H20 RTD TRAFFIC BRNG CVRINV IN 686.36 (OW-A)INV OUT 686.26 (2.1)10+26.7315 LF 10" HDPE @ 0.79%RIM=690.53OW-A - OIL WTR SEPARATORINV OUT 686.48 (11)10+41.88RIM=690.78OW-B - OIL WTR SEPARATORINV IN 686.58 (11.1)10+52.8869 LF 10" HDPE @ 2 . 0 6 %RIM=691.3211.1 - 10" CO W/ H20 RTD TRAFFIC BRNG CVRINV IN 688.20 ()INV OUT 688.00 (OW-B)11+21.9514 LF 10" HDPE @ 8.97%69 LF 10" HDPE @ 2 . 0 6 %RIM=691.522.1 - DI-3B (8' LT)INV IN 686.00 (2.1A)INV IN 685.90 (11)INV IN 686.06 (R10)INV OUT 685.80 (2.0)10+00STM 2.1A TO TD2 HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' 685 690 695 700 705 685 690 700 9+50 10+00695.4692.69694.9692.0011+00694.9691.99695.7692.0012+00694.4692.0012+50 41 LF 15" HD P E @ 2. 8 2 % 179 LF TRENCH DRAINTRENCH DRAINSta=10+41.45Inv. Elev=689.67TRENCH DRAINSta=12+20.45Inv. Elev=691.01FIN. GRADE EX. GRADERIM=692.692.1A - DI-3B (4' LT)INV IN 686.95 (2.2)INV IN 688.50 (TD2)INV OUT 686.75 (2.1)10+00U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS6100.dwg PLOTTED: 10/19/2023 10:47 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS6100 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602STORM PROFILESSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF54 77APPROVED SITE PLAN STM 1.3 TO 2.3 HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' 675 680 685 690 695 700 705 675 680 690 700 9+50 10+00679.1684.53682.8685.2811+00685.8686.35688.7687.3612+00690.2688.25691.8689.0913+00692.5690.52693.4691.5114+00694.4692.14695.1692.4815+00696.2692.80697.3693.7716+00 16+50 266 LF 18" HDPE @ 1 . 8 8 %RIM=684.531.3 - DI-3B (10' LT)INV IN 680.00 (1.4)INV IN 679.80 (2.0)INV OUT 679.80 (1.2)10+00RIM=689.962.0 - DI-3AINV IN 685.00 (2.1)INV OUT 684.80 (1.3)12+66.3971 LF 15" HDPE @ 1.13% 52 LF 18" HDPE @ 1.05%RIM=692.882.2 - DI-2A-48" NYLOPLASTINV IN 687.70 (2.3)INV OUT 687.50 (2.1A)15+20.7069 LF 15" H D P E @ 3. 7 8 % FIN. GRADE EX. GRADE 18" MIN CLEAR RIM=691.522.1 - DI-3B (8' LT)INV IN 686.00 (2.1A)INV IN 685.90 (11)INV IN 686.06 (R10)INV OUT 685.80 (2.0)13+37.22RIM=692.692.1A - DI-3B (4' LT)INV IN 686.95 (2.2)INV IN 688.50 (TD2)INV OUT 686.75 (2.1)14+68.43RIM=694.172.3 - DI-3B (6' LT)INV OUT 690.30 (2.2)15+89.49131 LF 15" HDPE @ 0.57%SSWR (FM) XING STA. 13+37.2215" HDPE INV=686.00SSWR (FM) XING STA. 12+88.982" PVC CL-II INV=683.27WATR XING STA. 14+76.262" K COPPER INV=689.6111" MIN CLEAR BMP SNOUT(SEE CS6501 FOR DETAIL)95% COMPACTED FILL UNDERGROUND STORAGE TANK TANK RIM 677.58 STM 4.0 TO 4.5 HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' 668 670 675 680 685 690 668 670 680 690 9+50 10+00678.4680.75678.5680.3311+00678.0680.61672.6680.1012+00674.4679.59674.6679.3713+00 13+50 44 LF 15" HDPE @ 0.52%RIM=679.244.4 - DI-3B (6' LT)INV IN 675.59 (4.5)INV OUT 675.49 (4.3)12+31.24139 LF 15" HDPE @ 0.54%RIM=680.694.3 - DI-3B (12' RT)INV IN 674.74 (4.4)INV OUT 674.64 (4.2)10+92.6842 LF 15" HDPE @ 0.48%RIM=680.324.2 - DI-3B (6' LT)INV IN 674.44 (4.3)INV OUT 674.34 (4.1)10+50.8141 LF 18" HDPE @ 0.58%RIM=680.454.1 - 48" MHINV IN 674.10 (4.2)INV IN 674.70 (5.0)INV OUT 674.10 ()10+09.38FIN. GRADE EX. GRADE RIM=679.234.5 - DI-3B (12' RT)INV OUT 675.82 (4.4)12+75.279 LF 30" RCP CL III @ 1.07% 95% COMPACTED FILL STM 4.1 TO 9.0 HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' 670 675 680 685 690 670 680 690 9+50 10+00679.8680.44680.9681.7711+00RIM=680.454.1 - 48" MHINV IN 674.10 (4.2)INV IN 674.70 (5.0)INV OUT 674.10 ()10+0015 LF 30" HDPE @ 2.47%RIM=681.375.0 - DI-3B (12' RT)INV IN 676.16 (9.0)INV IN 675.27 (5.1)INV OUT 675.07 (4.1)10+14.9840 LF 18" HDPE @ 0.55%RIM=681.769.0 - 48" NYLOPLASTINV OUT 676.38 (5.0)10+54.98FIN. GRADE EX. GRADE BMP SNOUT(SEE CS6501 FOR DETAIL)U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS6101.dwg PLOTTED: 10/19/2023 10:47 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS6101 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602STORM PROFILESSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF55 77APPROVED SITE PLAN STM 5.0 TO 5.5 HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' 670 675 680 685 690 695 700 670 680 690 700 9+50 10+00679.8681.36679.3682.5111+00681.9683.32684.4684.2012+00686.7685.18687.8686.9213+00688.1690.59688.8690.6014+00690.0693.68691.2694.0015+00692.2693.92692.4693.2616+00 16+50RIM=681.375.0 - DI-3B (12' RT)INV IN 676.16 (9.0)INV IN 675.27 (5.1)INV OUT 675.07 (4.1)10+0062 LF 30" H D P E @ 3. 2 7 %RIM=682.735.1 - DI-3B (6' RT)INV IN 677.80 (5.10)INV IN 677.50 (5.2)INV OUT 677.30 (5.0)10+62.11189 LF 24" HDPE @ 1.12%RIM=686.215.2 - DI-2AINV IN 679.82 (5.3)INV IN 679.60 (8.0)INV OUT 679.62 (5.1)12+50.9487 LF 24" HDPE @ 0.57%RIM=690.885.3 - DI-3B (6' LT)INV IN 680.52 (5.4)INV OUT 680.32 (5.2)13+38.0756 LF 24" HDPE @ 1 . 8 4 %RIM=693.605.4 - DI-3B (6' RT)INV IN 681.76 (5.5)INV OUT 681.56 (5.3)13+94.52186 LF 24" HDPE @ 0.76%RIM=693.905.5 - DI-3B (6' RT)INV IN 689.00 (CO1)INV IN 683.28 (5.6)INV OUT 683.18 (5.4)15+80.25EX. GRADE FIN. GRADE BMP SNOUT(SEE CS6501 FOR DETAIL)STM 5.1 TO 5.11 HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' 672 675 680 685 690 695 672 680 690 9+50 10+00679.8679.84680.1680.0611+00684.7684.71687.0686.9612+00688.6688.6413+00RIM=682.735.1 - DI-3B (6' RT)INV IN 677.80 (5.10)INV IN 677.50 (5.2)INV OUT 677.30 (5.0)10+0095 LF 15" HDPE @ 0.84%RIM=682.505.10 - DI-1INV IN 678.80 (5.11)INV OUT 678.60 (5.1)10+94.72140 LF 15" RCP CL I I I @ 1 . 5 7 %RIM=686.005.11 - DI-1INV OUT 681.00 (5.10)12+34.71FIN. GRADE EX. GRADE STM 5.2 TO 8.0 HORIZONTAL SCALE: 1" = 30' 670 675 680 685 690 695 670 680 690 9+50 10+00687.8686.21686.3686.4211+00RIM=686.215.2 - DI-2AINV IN 679.82 (5.3)INV IN 679.60 (8.0)INV OUT 679.62 (5.1)10+0067 LF 15" HDPE @ 2 . 1 0 %RIM=686.698.0 - DI-3B (12' LT)INV OUT 681.00 (5.2)10+66.77FIN. GRADE EX. GRADEBMP SNOUT(SEE CS6501 FOR DETAIL)U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS6102.dwg PLOTTED: 10/19/2023 10:48 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS6102 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602STORM PROFILESSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF56 77APPROVED SITE PLAN STM 5.7 TO 6.1 HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' 678 680 685 690 695 700 678 680 690 700 9+50 10+00690.2689.69688.6689.6911+00690.3692.0911+75 85 LF 15" HDPE @ 1.18% FIN. GRADE EX. GRADE 49 LF 15" HDPE @ 1.4 8 %RIM=689.695.7 - DI-3C (8')INV IN 685.08 (5.8)INV IN 685.08 (6.0)INV OUT 684.88 (5.6)10+00RIM=689.696.0 - DI-3C (12')INV IN 686.00 (6.1)INV OUT 685.80 (5.7)10+48.66RIM=691.106.1 - DI-3B (4' LT)INV OUT 687.00 (6.0)11+33.63STM 10.0 TO 10.3 HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' 668 670 675 680 685 690 695 700 668 670 680 690 700 VERTICAL SCALE: 1" = 3' FIN. GRADE EX. GRADE VDOT CLI RIP RAP LENGTH=16' WIDTH=18.5' 9+50 10+00675.5670.54684.6682.7111+00 11+5010.0 - 30 IN FESINV 670.50 (10.1)10+05.048 LF 24" HDPE @ 1.97%10.2 - BAYFILTER (OUT)INV OUT 671.16 (10.1)10+47.7110.2A - BAYFILTER (IN)INV IN 673.83 (10.3)10+67.718 LF 24" HDPE @ 2.09%RIM=683.8010.3 - UGND STORAGE TANKINV OUT 674.00 (10.2A)10+75.86UNDERGROUND STORAGE TANK TANK RIM 677.58 BAYFILTER 35 LF 30" HDPE @ 0.72% BF RIM 682.35RIM=682.8410.1 - 48" MHINV IN 671.00 (10.2)INV OUT 670.75 (10.0)10+39.58STM 5.5 TO STM 5.8 HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' 678 680 685 690 695 700 678 680 690 700 9+50 10+00692.1693.90691.5692.5111+00692.0692.07691.4691.0912+00690.1690.1213+00RIM=693.905.5 - DI-3B (6' RT)INV IN 689.00 (CO1)INV IN 683.28 (5.6)INV OUT 683.18 (5.4)10+006 LF 18" HDPE @ 7.29%RIM=688.905.8 - DI-1INV OUT 685.50 (5.7)12+29.69FIN. GRADE EX. GRADE 148 LF 18" HDPE @ 0.59%RIM=692.545.6 - DI-3AINV IN 684.00 (5.7)INV OUT 683.90 (5.5)10+7676 LF 24" HDPE @ 0.82%RIM=689.695.7 - DI-3C (8')INV IN 685.08 (5.8)INV IN 685.08 (6.0)INV OUT 684.88 (5.6)12+23.93STM 5.5 - RD4 (CANOPY ROOF DRAINS) HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' 680 685 690 695 700 705 710 680 690 700 710 9+50 10+00692.1692.13694.1694.1011+00695.5695.45696.7696.6512+00 12+50 49 LF 8" PVC @ 1.23%RIM=694.94CO1 - 8" CO W/ H20 RTD TRAFFIC BRNG CVRINV IN 689.60 (R1)INV OUT 689.60 (5.5)10+48.6913 LF 8" PVC @ 1.59% 38 LF 8" PVC @ 1.05%RIM=695.12R2 - 6" CO W/ H20 RTD TRAFFIC BRNG CVRINV IN 690.20 (R3)INV OUT 690.20 (R1)10+99.2838 LF 8" PVC @ 1.05%RIM=695.00R3 - 6" CO W/ H20 RTD TRAFFIC BRNG CVRINV IN 690.60 (R4)INV OUT 690.60 (R2)11+37.2838 LF 8" PVC @ 1.05%RIM=694.14R4 - 6" CO W/ H20 RTD TRAFFIC BRNG CVRINV OUT 691.00 (R3)11+75.28RIM=693.905.5 - DI-3B (6' RT)INV IN 689.00 (CO1)INV IN 683.28 (5.6)INV OUT 683.18 (5.4)10+00RIM=695.07R1 - 6" CO W/ H20 RTD TRAFFIC BRNG CVRINV IN 689.80 (R2)INV OUT 689.80 (CO1)10+61.28FIN. GRADE EX. GRADE U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS6103.dwg PLOTTED: 10/19/2023 10:48 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS6103 BYNO.DATEREVISIONSSHEEX21002 1" = 60' TEAM 2021-03-19 RAMAPPROVED 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 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602STORM PROFILESSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF57 77APPROVED SITE PLAN STM 2.1 TO R20A HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' 680 685 690 695 700 705 710 715 720 680 690 700 710 720 9+50 10+00693.2693.9693.1611+00694.5694.50695.2694.4812+00696.4694.49695.9695.2313+00RIM=691.522.1 - DI-3B (8' LT)INV IN 686.00 (2.1A)INV IN 685.90 (11)INV IN 686.06 (R10)INV OUT 685.80 (2.0)10+0089 LF 8" PVC @ 2. 6 4 %RIM=694.50R10 - 8" CO W/ H20 RTD TRAFFIC BRNG CVRINV IN 688.41 (R11)INV IN 688.41 (R51)INV OUT 688.41 (2.1)10+89.0429 LF 8" PVC @ 2.00% 26 LF 8" PVC @ 2.00% 26 LF 8" PVC @ 2.00%RIM=694.50R12 - 8" CO W/ H20 RTD TRAFFIC BRNG CVRINV IN 689.51 (R13)INV IN 689.51 ()INV OUT 689.51 (R11)11+44.14RIM=694.50R11 - 8" CO W/ H20 RTD TRAFFIC BRNG CVRINV IN 688.99 (R12)INV IN 688.99 ()INV OUT 688.99 (R10)11+18.14RIM=694.49R14 - 8" CO W/ H20 RTD TRAFFIC BRNG CVRINV IN 690.24 (R15)INV IN 690.24 ()INV OUT 690.24 (R13)11+80.6311 LF 8" PVC @ 2.00% 18 LF 8" PVC @ 2.00%RIM=694.49R13 - 8" CO W/ H20 RTD TRAFFIC BRNG CVRINV IN 690.03 (R14)INV IN 690.03 ()INV OUT 690.03 (R12)11+69.97RIM=694.50R15 - 8" CO W/ H20 RTD TRAFFIC BRNG CVRINV IN 690.60 (R16)INV IN 690.60 ()INV OUT 690.60 (R14)11+98.6411 LF 8" PVC @ 2.00%RIM=694.50R16 - 8" CO W/ H20 RTD TRAFFIC BRNG CVRINV IN 690.81 (R17)INV IN 690.81 ()INV OUT 690.81 (R15)12+09.2910 LF 8" PVC @ 2.00%RIM=694.50R17 - 8" CO W/ H20 RTD TRAFFIC BRNG CVRINV IN 691.01 (R18)INV OUT 691.01 (R16)12+19.3226 LF 8" PVC @ 2.00%RIM=695.12R18 - 8" CO W/ H20 RTD TRAFFIC BRNG CVRINV IN 691.54 (R19)INV IN 691.54 ()INV OUT 691.54 (R17)12+45.63RIM=695.40R19 - 8" CO W/ H20 RTD TRAFFIC BRNG CVRINV IN 691.77 (R20)INV IN 691.77 ()INV OUT 691.77 (R18)12+57.3622 LF 8" PVC @ 2.00%RIM=695.40R20 - 8" CO W/ H20 RTD TRAFFIC BRNG CVRINV IN 692.21 ()INV OUT 692.21 (R19)12+79.5512 LF 8" PVC @ 2.00% FIN. GRADE EX. GRADE LAT-SD-20 - 10+71.44 INV=690.1725" CLEAR SSWR XING STA. 11+50.89SAN LAT INV=692.00SSWR XING STA. 11+53.29SAN LAT INV=692.00SSWR XING STA. 11+61.41SAN LAT INV=692.0017" CLEAR WATR XING STA. 10+69.892" K COPPER INV=689.69WATR XING STA. 11+84.732" K COPPER INV=691.5013" CLEAR 6" MIN CLEAR R10 TO R53A HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' 682 685 690 695 700 705 710 682 690 700 710 9+50 10+00694.4694.50693.8695.4311+00693.5695.42693.7695.4312+00RIM=695.44R53 - 8" CO W/ H20 RTD TRAFFIC BRNG CVRINV IN 692.07 ()INV OUT 692.07 (R52)11+82.85103 LF 8" PVC @ 2 . 0 0 %RIM=695.42R52 - 8" CO W/ H20 RTD TRAFFIC BRNG CVRINV IN 690.01 (R53)INV OUT 690.01 (R51)10+79.9529 LF 8" PVC @ 2.00%RIM=695.44R51 - 8" CO W/ H20 RTD TRAFFIC BRNG CVRINV IN 689.43 (R52)INV IN 689.43 ()INV OUT 689.43 (R10)10+50.8251 LF 8" PVC @ 2 . 0 0 %RIM=694.50R10 - 8" CO W/ H20 RTD TRAFFIC BRNG CVRINV IN 688.41 (R11)INV IN 688.41 (R51)INV OUT 688.41 (2.1)10+00LAT-SD-13 - 10+24.86 INV=690.1719" CLEAR FIN. GRADE EX. GRADE WATR XING STA. 10+12.762" K COPPER WTR INV=691.2423" CLEAR STRM C1 TO C1A HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' 692 695 700 705 710 692 700 710 9+75 10+00700.1695.00700.2696.1111+00700.0696.4424 LF 15" H D P E @ 3. 1 2 %RIM=697.39C1A ES-1 (15")INV OUT 695.94 (C1)RIM=696.64C1 - ES-1 (15")INV IN 695.19 (C1A)10+06.35FIN. GRADE EX. GRADE U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS6104.dwg PLOTTED: 10/19/2023 10:48 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS6104 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602STORM PROFILESSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF58 77APPROVED SITE PLAN U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS6200.dwg PLOTTED: 10/19/2023 10:49 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS6200 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602STORM COMPUTATIONSSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF59 77APPROVED SITE PLAN U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS6201.dwg PLOTTED: 10/19/2023 10:49 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS6201 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2021-03-19 RAMAPPROVED 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 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602STORM COMPUTATIONSSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTPROJECT DESCRIPTION THE PROPERTY IS LOCATED AT THE INTERSECTION OF RELIANCE ROAD (RT 627) AND BUCKTON ROAD (RT 842). THE EXISTING LOT IS VACANT AND IS ZONED B2. PROPOSED DEVELOPMENT WILL BECOME A SHEETZ GAS WHICH A PERMITTED USE. THE PROJECT WILL CONSTRUCT THE FOLLOWING: CONVENIENT STORE, ASPHALT PARKING LOT, FUELING STATIONS, FULL ACCESS ENTRANCE, PRIVATE ACCESS ROAD (CONFIDENCE LANE), PRIVATE WELL , PRIVATE DRAINFIELDS, ON-SITE WASTE WATER TREATMENT FACILITY, PRIVATE STORM SEWER, UNDERGROUND STORAGE CHAMBERS FOR SWM AND BMP AND LANDSCAPING. EXISTING SITE CONDITIONS AND ADJACENT AREAS THE SITE IS CURRENTLY COMPRISED OF TALL STANDS OF EXISTING TREES, GROUND COVER AND WETLANDS. WITHIN THE AREA OF DISTURBANCE OF THE PROJECT, THE SITE ELEVATIONS RANGE FROM ELEVATIONS 703.00 TO 680.00 AND DRAINS NORTH. PROPOSED CONDITION THE PROPOSED STORMWATER MANAGEMENT MEASURES ARE DESIGNED TO COMPLY FULLY WITH THE 2014 VIRGINIA STORMWATER MANAGEMENT REGULATIONS. THE PROJECT IS PROVIDING UNDERGROUND DETENTION CHAMBERS AND FILTERING STRUCTURE (BAY FILTER) AS PART OF THE STORMWATER MANAGEMENT PLAN. THIS UNDERGROUND'S SINGULAR PURPOSE IS TO SERVE THE PURPOSE OF REDUCING ALL POST DEVELOPED RUNOFF FLOWS TO BELOW PRE-DEVELOPED RATES. THE REDUCTION IN STORMWATER (SWM) RUNOFF FLOWS FROM THE PROJECT AREA INTO THE EXISTING DRAINAGE SWALES LEADING TO THE EXISTING WELL-DEFINED CHANNEL REDUCES ANY POTENTIAL DOWNSTREAM EROSIVE CONDITIONS THAT MAY CURRENTLY EXIST. THE PROPOSED SHEETZ BUILDING AND PARKING LOT IS LOCATED IN THE CENTER OF THE LOT HOWEVER THE PRIVATE ACCESS ROAD (CONFIDENCE LANE) AND PORTIONS OF EXISTING RELIANCE ROAD WILL DIRECT ALL IMPERVIOUS AREAS INTO DRAINAGE STRUCTURES AND ULTIMATELY INTO UNDERGROUND SWM FACILITY. THE PRE-DEVELOPED AND POST-DEVELOPED DRAINAGE HAS BEEN DESIGNED TO COMPLY WITH THE REQUIRED ENERGY BALANCE REGULATIONS. SINCE THE PRE AND POST DRAINAGE AREAS WILL DIFFER WITH THE CONSTRUCTION OF THE FACILITY ON THE TOP OF THE WATERSHED, THESE CALCULATIONS HAVE ACCOUNTED FOR THE VOLUMETRIC FLOWS BY FACTORING THE PRE AND POST DRAINAGE AREAS. HYDROLOGIC INFORMATION THE PRIMARY SOIL TYPES WITHIN THE PROPERTY IS BERKS CHANNERY SILT LOAM AND WEIKERT-BERKS CHANNERY SILT LOAM. PROPOSED DRAINAGE AREAS WILL BE COMPRISED OF BUILDING ROOFTOP, PARKING LOT, ROADWAYS, AND MANICURED LAWNS. THE RUNOFF FROM THESE IMPERVIOUS AREAS WILL DISCHARGE TO THE NORTHWEST AS SHEET FLOW ACROSS THE PARKING LOT AND COLLECTED RUNOFF IN THE CLOSED SYSTEM. MOST OF THE PROPOSED IMPERVIOUS AREAS IN CHANNELED BY CURBING AND DRAINS INTO THE UNDERGROUND DETENTION FACILITY. THIS FLOW IS THEN DIRECTED INTO THE EXISTING NATURAL CHANNELS. THE POST DEVELOPMENT DRAINAGE AREA MAP DEPICTS THE DRAINAGE AREAS. THE RESULTS OF THE ANALYSIS INDICATE THAT THERE IS NO INCREASE IN PEAK DISCHARGE RATES BETWEEN THE PRE- AND POST-DEVELOPMENT CONDITIONS. SHEET OF60 77APPROVED SITE PLAN U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS6202.dwg PLOTTED: 10/19/2023 10:49 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS6202 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602STORM COMPUTATIONSSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF61 77APPROVED SITE PLAN U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS6203.dwg PLOTTED: 10/19/2023 10:49 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS6203 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602STORM COMPUTATIONSSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF62 77APPROVED SITE PLAN U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS6204.dwg PLOTTED: 10/19/2023 10:49 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS6204 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602STORM COMPUTATIONSSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF63 77APPROVED SITE PLAN U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS6205.dwg PLOTTED: 10/19/2023 10:49 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS6205 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602STORM COMPUTATIONSSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF64 77APPROVED SITE PLAN U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS6500.dwg PLOTTED: 10/19/2023 10:50 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS6500 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2021-03-19 RAMAPPROVED 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 540.665.0493APPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602STORM DETAILSSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF65 77 U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS6501.dwg PLOTTED: 10/19/2023 10:50 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS6501 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 540.665.0493APPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602STORM DETAILSSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTFOR STORM STRUCTURE - 2.2 FOR STORM STRUCTURE - 9.0 FOR STORM STRUCTURE - 5.2 SHEET OF66 77 U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS6502.dwg PLOTTED: 10/19/2023 10:50 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS6502 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 540.665.0493APPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602STORM DETAILSSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF67 77 1'27" HDPE STD. DI-7 GRATE TOP TOP ELEV 683.30 8" THICK WEIR WALL WITH #4 REBAR EA. WAY. TIE IN TO MH 12" MIN. 8" THICK CONC WEIR WALL WITH #4 REBAR EACH WAY - TIE INTO MH 12" MIN.18" ADS N-12INV 675.174' DIAMETER MANHOLE 5" WALL THICKNESS 5-FT RECT. WEIR = 679.00 27" OUTLET PIPE INV 674.00 INV 674.00 SECTION VIEW STORMTECH STRUCTURE (10.3) 4' DIA VDOT STD MANHOLE NTS STD MANHOLE STEPS STD MANHOLE STEPS ST-1 PLAN VIEW STORMTECH STRUCTURE (10.3) NTS 6" ADS N-12 DUAL WALL PERF. HDPE UNDERDRAIN INV 674.00 2.3" ORIFICE INV 674.00 3.70' 2.0" ORIFICE INV 676.00 2.0" ORIFICE INV 677.00 1'30" HDPE STD. DI-7 GRATE TOP TOP ELEV 680.45 4' DIAMETER MANHOLE 5" WALL THICKNESS 30" OUTLET PIPE INV OUT = 674.00 INV 674.00 SECTION VIEW STORMTECH STRUCTURE (4.0) 4' DIA VDOT STD MANHOLE NTS STD MANHOLE STEPS STD MANHOLE STEPS ST-1 PLAN VIEW STORMTECH STRUCTURE (4.0) NTS 30" HDPE INV 674.10 U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS6550.dwg PLOTTED: 10/19/2023 10:50 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS6550 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2021-03-19 RAMAPPROVED 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 540.665.0493APPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602SWM UNDERGROUND STORAGE DETAILSSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSTORM WATER MANAGEMENT NARRATIVE: THE SITE DRAINS FROM SOUTH TO NORTH. ALL IMPROVEMENT, ON-SITE AND OFF-SITE, WILL BE CONTROLLED WITH A CLOSED STORM SEWER NETWORK DESIGNED TO CONTAIN THE 10YEAR POST DEVELOPMENT FLOWS. ONSITE RUNOFF WILL DISCHARGE INTO A PROPOSED UNDERGROUND STORAGE FACILITY WHICH WILL ALSO DETAIN THE 10-YEAR STORM EVENT. THE 1YEAR, 2-YEAR AND 10-YEAR RELEASE RATES WILL BE CONTROLLED AT OUTFALL STRUCTURE. SEE SHEET CS6200 FOR ENERGY BALANCE CALCULATION. THIS PROJECT PROPOSES A GRASS LINED V-DITCH ALONG PROPOSED CONFIDENCE LANE TO CHANNEL EXISTING FLOWS FROM RELIANCE ROAD BACK TO EXISTING STREAM. PROPOSED GRASS LINED V-DITCH IS DESIGNED TO CONTAIN 2-YEAR AND 10-YEAR FLOWS WITHIN BED AND BANKS AND IS NON-EROSIVE. BEST MANAGEMENT PRACTICE (BMP) PROSPEROUS REMOVAL WILL BE CONTROLLED WITH ON-SITE FILTRATION VAULT. SEE CALCULATION THIS SHEET AS STORMWATER MANAGEMENT REPORT SHEET OF68 77 U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS6551.dwg PLOTTED: 10/19/2023 10:50 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS6551 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602SWM MAINTENANCESHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF69 77APPROVED SITE PLAN 15" TW. PIN 91-A-89CGORES RENTAL, LLCINST. 050003737ZONED: RAUSE: RESIDENTIAL PIN 91-A-89GORES RENTAL, LLCINST. 050003737ZONED: RAUSE: RESIDENTIAL PIN 91-A-85MADA, LCINST. 110000002ZONED: RA USE: AGRICULTURAL PIN 91-A-86LINDA E. SIVERTSENINST. 050000112ZONED: RAUSE: RESIDENTIAL CMF IRF IPFCMF IRF IPF CMF IPF IRT S1N=7056998.544 E=11548525.861 ELEV.=709.96 TRAV. S1102 N=7057612.661 E=11548750.375 ELEV.=689.68 EX. COMMONW E A L T H O F V I R G I N I A DRAINAGE EA S E M E N T DB 288 PG 294 HWY PB 3 PG 2 8 8 EX. 10' C&P TELEPHONECO. ESMT - DB 326 PG 82100423D 107623D TM 91-A-57MIDDLETOWN PROPERTIES LLCTM 91 ((A)) LOT 57.ZONE B296'ASPHALT12" 10" ASPHALT 15" TW. 15" 24"18" CO WELL CAP TRB TWO STORYFRAME DWLG. F.F.E.(706.94) PORCH PIN 91-A-86LINDA E. SIVERTSENINST. 050000112ZONED: RAUSE: RESIDENTIAL EX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) E X GU ARD R A I L EX GUARD RA I L EX. EOP EX. EOP EX. EOP EX. EOP EX. CG-6 EX. CG-6 EX. EOP EX. EOPEX. EOP EX. EOP EX . E O P EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW E X . R OW EX. ROW EX. ROW UNDERGROUND STORM FACILITY UD-4 UD-4 UD-4 CONNECT TO INLETS UD-4 UD-4STOPNO PARKING LOADING ZONE DOUBLE36UNDERGROUND STORAGETANK FIELD 5'R 5'R20'R50'R50'R2'R 40' FC 18'18'C&G OC&G O37'(2) 6" CONC BOLLARDS CROSSWALK RETAINING WALL TRASH ENCLOSURE CLEARANCE BAR MENU BOARD TANK VENT(S) TANK APRON(S) TANK ISLAND (TYPE)STOPDIESEL OUTBUILDING CHAIN LINK FENCE TRASH ENCLOSURE CROSSWALK DRIVE-THRUDRIVE THRU PICK-UP ZONE CONC BOLLARD (TYP) PROPOSED SHEETZ BUILDING 6,879 SF FFE 695.50 MAX HEIGHT 35' PROPOSED DIESEL PUMP CANOPY PROPOSED PUMP CANOPY 61.7'116.29'CURB C CURB C CURB CCURB CC&G O-SPC&G OC&G OC&G OC&G OC&G O-SP C&GO-SP C&G OC&G O-SPC&G O-SPPRO. UNDERGROUND STORAGE TANK N=7,057,335.7 E=11,549,373.5 PRO. BAYFILTER N=7,057,508.5 E=11,549,306.3 CURB CCURB BNO PARKING LOADING ZONEAIRAIRTRUCK EXIT SIGN TRUCK EXIT SIGN SKY SIGN BASE ELEV- 697.00 TOP OF SIGN ELEVATION =760.00 (PER ARTICLE VII- PART 704 IA ) SITE LIGHT MONUMENT SIGN CURB CFLAG POLE SITE LIGHT SITE LIGHT OWS VENT AUTO DOOR 6' OPAQUE FENCE 6' OPAQUE FENCE ENTER YIELDDRIVETHRU 2'R 25'R32'R 2'R 15'R2'R"PRIVATE DRIVEWAY NO OUTLET" SIGN "ALL TRUCKS" SIGN10'R38'R20'R3' R10'R2' R 3'RCG9B CG-12ACG-12ACG-12ATRUCK ENTER SIGN TRUCK ENTER SIGN TRUCK EXIT SIGN 3' GATE DS DS DS DS DS DS DS DS DS DS DS AUTO5' CONC S/W5' S/W25'R 25'R31'R 45'R 3'R 5'R5'R 12' R 25'R50'R50'R5'R10'R45'R3'R25'R55'RC&G OCURB C 2'R2'R2'R2'RTRUCK /AUTO ENTRANCE SIGN TRUCK /AUTO ENTRANCE SIGN C&G O-SP ORDER POINT R1-1 SIGN R1-5a SIGNSTOP GRAVEL CURB C CURB CPROPANE EXCHANGEYIELDSTOPFUTURE RELOCATIONOF BUCKTON ROADPER FREDERICKCOUNTYCOMPREHENSIVE PLAN20K GAL. FUEL TANK12K GAL. FUEL TANK30K GAL. FUEL TANK30K GAL. FUEL TANKTYPE III UNRESTRICTED BEG. CONSTRUCTIONSTA 55+00END CONSTRUCTIONSTA 71+00INTX SPACING = 353' (PRIV D/W) INTX SPAC I N G = 8 1 4 '69+54.8161+40.7657+87.73540' WB LANE TRANSITION 55+25BEG. TRAN60+65.7612'EX12'EX54+0055+0056+0057+0058+0059+0060+0061+0062+0063+0064+0065+0066+0067+0068+0069+0070+0071+0071+53PT 56+69.46PC 58+70.23PT 63+81.69PI 69+51.77PI 70+48.6455+41.13 (12.40' R)MAT. EX EPEX. EOP 75'62+07.2264+57.22250' LT TURN66+57.22200' LT TAP E R 12'12.7'EX428' WB LA N E T R A N S I T I O N70+85.226' WIDENING (LEN = 62.5')96' TAPER (8:1) CG-9D (9') CG-7 CG-7 75 ' RCG-6CG-6CG-6CG-6CG-6CG-6CG-6CG-6CG-625'R10 ' R 3'R25'R49'R 10'R2'RC G - 6 2' R 25'R2'R25 ' R 3' 3' PR. GDRL - M G S 2 ( ± 5 0 L F ) SEE CS3050 A CG-7 6'PVMT TRAN S ( 4 5 ° ) MAT. EX EOP PR. GDRL - M G S 2 ( ± 5 0 L F ) SEE CS3050 A 56' R CG-7 80'RCG-612'12'12.5'14'EX12'EX12'12'12'12.5'EX12'12'EX13.3'EX12'18'EOP12'EOP18.7'EX5' SWLK 5' SWLK12'EOP12.5'EX14.3'EX50' R50'R57+94.70 (37.88' R)63+99.71 (52.15' R)67+58.46 (51.83' R)PR. ROW PR. ROW PR. ROWSAW-CUT & MAT. EX PVMT℄ ℄ WP-2 WP-2 WP-2 WP-2 WP-263+57 (26.00' R)CG-7TRNSGRVL D/W (9') 5' SWLK SIGNEND OF SIDE W A L K BEG. NOSED D O W N C U R B TERMINATIO N O V E R 4 ' PR. GDRL - M G S 1 A (TOTAL ±325 L F ) SEE CS3050 A PR. ACCESS, DRAINAGE,GRADING AND MAINTENANCE EASEMENT 4 - 1.5" PVC SCH 40 FORCE MAINS 1 - 1.25" PVC SCH 40 FORCE MAIN (WITH TRACER WIRE) SEW. TANKS SEW. TANKS TRAPZILLA GREASE TRAP GREASE SAN LAT OIL TANK CO CO CO CONTROL BLDG PUMP TANK SEPTIC TANK UNIT 2 UNIT 1 EQTANK REFER TO MEP DRAWINGS FOR TRAPZILLA AND GREASE TRAP DETAILS WASTE WATER TREATMENT PLANT YARD HYDRANT WL-AYARD HYDRANT10+0011+0011+181" WATERLINE (TYP) YARD HYD (TYP)1" CURB STOP (TYP) 2" CURB STOP 2" COPPER WATERLINE 1" CURB STOP (TYP) 1" WATERLINE (TYP) 10+00 11+0011+93 10+0011+0012+0012+61WL-BWL-C ZONING BUFFER A: 928 LF ZONING BUFFER B: 561 LF50'MATUREWOODLANDSTO BE PRESERVEDMATURE WOODLANDS TO BE PRESERVED 832 LF CONFIDENCE LANE 41 LFBUFFER PLANTINGS 25.00' ACTIVE BUFFER 25.00' INACTIVE BUFFER 50' ZONING BUFFER25.00'INACTIVEBUFFER25.00'ACTIVEBUFFER50'ZONINGBUFFERBUFFER PLANTINGS 2-4" COMCAST 2-4" VERIZON 3-6" ELEC DUCTBANK2-4" ELEC10' UTILESMTET PROPOSED ELECTRIC TRANSFORMER RELOCATED POWER POLE PROP UGND ELECRELOCATEDOVHD ELECPOWER POLE 2-4" COMCAST 2-4" VERIZON 3-6" ELEC DUCTBANK2-4" ELEC10' UTILESMTET PROPOSED ELECTRIC TRANSFORMER RELOCATED POWER POLE PROP UGND ELECRELOCATEDOVHD ELECPOWER POLE 6' HIGH OPAQUE FENCE 25' ACTIVE BUFFER25' INACTIVE BUFFER 50' BUFFER PROPOSED SITEADJACENT SITE BUFFER PLANTINGS SEE CS7500 FOR PLANT TYPES AND QUANTITIES PLAN PROVIDE 3 PLANTS PER 10 LF (13 DECIDUOUS, 13 EVERGREEN, 13 SHRUBS) 50' 25' ACTIVE BUFFER 25' INACTIVE BUFFER 6' HIGH, OPAQUE FENCE PROPOSED SITE ADJACENT PROPERTY 10'5'2.5'2.5' LEGEND BUFFER (PROPOSED PLANTINGS) BUFFER (EXISTING MATURE WOODLANDS) 50' ZONING DISTRICT BUFFER NO SCALE SECTION U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS7000.dwg PLOTTED: 10/19/2023 10:51 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS7000 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 WORK00 60'120'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602LANDSCAPE PLANSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF70 77 U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS7500.dwg PLOTTED: 10/19/2023 10:52 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS7500 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 540.665.0493APPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602LANDSCAPE DETAILSSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTGENERAL CONDITIONS: SCOPE OF WORK THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT TO COMPLETE ALL LANDSCAPE WORK AS SHOWN ON THE PLANS AND SPECIFICATIONS. NOTE: IF THE CONTRACTOR BIDS ACCORDING TO THE PLANT LIST, HE/SHE SHOULD THOROUGHLY CHECK THE PLANT LIST QUANTITIES WITH THE SYMBOLS DRAWN ON THE PLAN, TOP BE SURE THERE ARE NO DISCREPANCIES. IF THERE IS A DISCREPANCY BETWEEN THE DRAWING AND THE LIST ON THE PLANS, THE DRAWING TAKES PRECEDENCE. STANDARDS A. ALL PLANT MATERIAL WILL CONFORM TO THE CURRENT ISSUE OF THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION (ANLA). B. PLANT MATERIAL MUST BE SELECTED FROM NURSERIES THAT HAVE BEEN INSPECTED AND CERTIFIED BY STATE PLANT INSPECTORS. C. COLLECTED MATERIAL MAY BE USED ONLY WHEN APPROVED BY OWNER'S REPRESENTATIVE. D. NOMENCLATURE WILL BE IN ACCORDANCE WITH HORTUS III BY L.H. BAILEY. SUBSTITUTIONS: PRE-BID IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO MAKE EVERY REASONABLE EFFORT TO FIND THE MATERIAL SPECIFIED BY THE ARCHITECT. THE LANDSCAPE CONTRACTOR MAY OFFER SUBSTITUTIONS TO THE LANDSCAPE ARCHITECT FOR HIS/HER CONSIDERATION. THE LANDSCAPE CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT IF THERE ARE KNOWN DISEASES OR INSECT RESISTANT SPECIES THAT CAN BE SUBSTITUTED FOR A SELECTED PEST-PRONE PLANT. THE CONTRACTOR SHALL SUBMIT A BASE BID AS PER PLAN PLUS PRICE CLARIFICATIONS FOR ALL RECOMMENDED SUBSTITUTIONS. SUBSTITUTIONS: POST-BID IT IS THE INTENT TO ELIMINATE POST-BID SUBSTITUTIONS. HOWEVER, IN THE EVENT THAT THE CONTRACT MATERIAL HAS BECOME UNAVAILABLE, AN APPROPRIATE SUBSTITUTION MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE. UTILITIES AND UNDERGROUND FEATURES THE LANDSCAPE CONTRACT SHALL NOTIFY UTILITY COMPANIES AND/OR THE GENERAL CONTRACTOR IN ADVANCE OF CONSTRUCTION TO LOCATE UTILITIES. A. IF THERE IS A CONFLICT WITH THE UTILITIES AND THE PLANTING, THE LANDSCAPE ARCHITECT SHALL BE RESPONSIBLE FOR RELOCATING PLANTS PRIOR TO THE PLANTING PROCESS. ANY COST DUE TO RELOCATING AFTER PLANTING SHALL BE BORNE BY THE OWNER. DRAINAGE IF PLANTS ARE TO BE INSTALLED IN AREAS THAT SHOW OBVIOUS POOR DRAINAGE, AND THE PLANTS ARE INAPPROPRIATE FOR THAT CONDITION, THE LANDSCAPE CONTRACTOR SHALL BE RELOCATED, THE CONTRACT SHALL BE ADJUSTED TO ALLOW FOR DRAINAGE CORRECTION AT A NEGOTIATED COST, OR THE PLANT SELECTION MODIFIED BY THE LANDSCAPE ARCHITECT TO ACCOMMODATE THE POOR DRAINAGE SITUATION. WARRANTY A. THE STANDARD WARRANTY IS FOR A ONE (1) YEAR PERIOD, EXCLUDING BULBS, SOD AND ANNUALS, COMMENCING ON THE DATE OF INITIAL ACCEPTANCE. AL PLANTS SHALL BE ALIVE AND IN SATISFACTORY GROWTH AT THE END OF THE GUARANTEE PERIOD. B. BALLED AND BURLAPPED (B&B). 1. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM ROOT BALLS FREE OF NOXIOUS WEEDS. THERE SHOULD BE NO EXCESS SOIL ON TOP OF THE ROOT BALL OR AROUND THE TRUNK. 2. BALL SIZE SHALL BE IN ACCORDANCE WITH ANLA STANDARDS. 3. CALIPER AND HEIGHT MEASUREMENTS: IN SIZE GRADING B&B SINGLE-TRUNK TREES, CALIPER SHALL TAKE PRECEDENCE OVER HEIGHT. CALIPER OF THE TRUNK SHALL BE TAKEN 6" ABOVE THE GROUND LEVEL (UP TO INCLUDING 4" CALIPER SIZE) AND 12" ABOVE THE GROUND LEVEL OF LARGER TREES. FOR MULTIPLE-TRUNK TRESS, HEIGHT MEASUREMENT SHALL TAKE PRECEDENCE OVER CALIPER. C. CONTAINER-GROWN STOCK 1. THE SIZE OF CONTAINER-GROWN SHRUBS IS MEASURED BY HEIGHT AND WIDTH OF PLANT. CONTAINER-GROWN TREES ARE MEASURED BY THE SAME STANDARDS LISTED IN B.3 ABOVE. THE ROOT SYSTEM OF CONTAINER-GROWN PLANTS SHALL BE WELL-DEVELOPED AND WELL- DISTRIBUTED THROUGHOUT THE CONTAINER. 2. ALL CONTAINER-GROWN TREES AND SHRUBS THAT HAVE CIRCLING AND MATTED ROOTS SHALL BE TREATED IN THE FOLLOWING MANNER PRIOR TO PLANTING: USING A KNIFE OR SHARP BLADE, MAKE 4-5 CUTS, 1" DEEP, THE LENGTH OF THE ROOT BALL, TO CUT ALL CIRCLING ROOTS. SEE PLANTING PROCEDURES FOR ALL CONTAINER-GROWN TREES & SHRUBS IN THIS SECTION. 3. ALL CONTAINER-GROWN PLANTS SHOULD BE GROUPED AND WATERED DAILY UNTIL THEY ARE PLANTED IN THE LANDSCAPE, THE SOIL SHALL BE KEPT MOIST WITH THE EQUIVALENT OF ONE INCH OF RAINFALL PER WEEK. A. PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION. PRUNING DETAIL FOR TREES IN THIS SECTION. B. ALL PLANT MATERIAL IN TRANSIT SHALL BE COVERED TO KEEP MATERIAL FROM DRYING OUT. THE COVERING SHALL COMPLY WITH STATE AND LOCAL LAWS PERTAINING TO THE TRANSPORT OF MATERIALS. C. TREES SHALL BE PLACED IN AN UPRIGHT POSITION WITH THE ROOTBALL COVERED BY MULCH AND KEPT MOIST. TREES AND SHRUBS SHOULD NOT BE LEFT ON SITE UNPLANTED FOR MORE THAN 24 HOURS WITHOUT ADEQUATE WATER TO INSURE ROOTS SURVIVAL. INSPECTION A. PLANTS MAY BE SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER OR OWNER'S REPRESENTATIVE AT THE PLACE OF GROWTH OR HOLDING YARD FOR CONFORMITY TO SPECIFICATION REQUIREMENTS AS TO QUALITY, SIZE AND VARIETY. B. PLANTS DAMAGED IN HANDLING OR TRANSPORTATION CAN BE REJECTED BY THE OWNER OR OWNER'S REPRESENTATIVE. C. STATE NURSERY INSPECTION CERTIFICATES SHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT UPON REQUEST. PLANTING PROCEDURES FOR ALL CONTAINER-GROWN TREES & SHRUBS A. REMOVE THE PLANT EITHER BY CUTTING OR INVERTING THE CONTAINER. B. FOR UNTREATED PLASTIC CONTAINER GROWN PLANTS WITH CIRCLING ROOTS, USE A SHARP KNIFE TO MAKE 1" CUTS THE LENGTH OF THE ROOTBALL. C. PLANT SHRUB TO TREE A MINIMUM OF 1/8 OF THE HEIGHT OF THE ROOTBALL ABOVE EXISTING GRADE. D. APPLY A 2 TO 3" THICK LAYER OF APPROVED MULCH. KEEP MULCH 6" AWAY FROM THE TRUNK OF ALL TREES AND SHRUBS. E. PLANTS GROWN IN ROOT CONTAINMENT BAGS MUST HAVE THE BAGS REMOVED DURING THE PLANTING OPERATION. NO ADDITIONAL SLASHING OF THE ROOTBALL IS NECESSARY. MAINTENANCE OF LANDSCAPING NOTES: 1. ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. 2. REASONABLE PROVISIONS SHALL BE MADE FOR PROTECTION FROM VEHICLES, PEDESTRIANS, OR SHOPPING CARTS. 3. DEAD OR DYING VEGETATION SHALL BE REPLACED AT DIRECTION OF ADMINISTRATOR. 4. SHRUBS SHALL BE REPLACED AT A SIZE CONSISTENT WITH THAT OF EXPECTED FOR SPECIES AND TIME SINCE INSTALLATION. 5. TREES SHALL BE REPLACED AT A SIZE OF 0.5" CALIPER ABOVE 2" FOR EVERY YEAR SINCE INSTALLATION UP TO 5" CALIPER. 1. NO TREES OR SHRUBS SHALL BE PLACED ON FREDERICK WATER EASEMENTS. 2. ALL LANDSCAPING SHALL COMPLY WITH SECTION§165-203.01 LANDSCAPING REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 3. OWNER WILL ACCEPT FOR REVIEW, SUBSTITUTIONS FOR ALL LANDSCAPING PROVIDED THEY SATISFY APPLICABLE REGULATIONS. ADDITIONAL LANDSCAPING NOTES: LANDSCAPE CALCULATIONS: LANDSCAPED AREA/ OPEN SPACE CALCULATIONS TOTAL SITE AREA 838,630 SF LANDSCAPED AREA / OPEN SPACE REQUIRED 125, 795 SF (15%) LANDSCAPED AREA / OPEN SPACE PROVIDED 411,642 SF (48%) PARKING LOT LANDSCAPING PERIMETER LANDSCAPING PARKING LOT IMPERVIOUS AREA 416,200 SF REQUIRED PROVIDED PERIMETER PARKING LOT SHADE TREES 113 (1 PER 2,000 SF FOR 100, 000 SF + 1 PER 5,000 SF FOR REMAINDER 114 3' HIGH HEADLIGHT SCREENING YES YES INTERIOR LANDSCAPING TOTAL PARKING LOT AREA 416,200 SF PARKING SPACES 92 (49 CAR, 43 TRUCK) REQUIRED PROVIDED PARKING LOT LANDSCAPED AREA 20,810 SF (5.00%) 37,509 SF (9.01%) INTERIOR PARKING LOT SHADE TREES 9 (1 PER 10 SPACES) 9 PARKING LOT PLANT LIST SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY TREES AR ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 1 1/4" CAL. MIN.AS SHOWN 23 OV OSTRYA VIRGINIANA HOP HORNBEAM 1 1/4" CAL. MIN.AS SHOWN 34 QA QUERCUS ACUTISSIMA SAWTOOTH OAK 1 1/4" CAL. MIN.AS SHOWN 30 QC QUERCUS COCCINEA SCARLET OAK 1 1/4" CAL. MIN.AS SHOWN 19 ZS ZELKOVA SERRATA ' GREEN VASE' GREEN VASE JAPANESE ZELKOVA 1 1/4" CAL. MIN.AS SHOWN 17 SHRUBS BS BUXUS SEMPERVIRENS COMMON BOXWOOD 3 GAL. CONT. MIN./ 36" HT. MIN.4' O.C.134 * IM ILEX X MESERVAE 'BLUE GIRL' & 'BLUE BOY'BLUE GIRL & BLUE BOY HOLLY 3 GAL. CONT. MIN./ 36" HT. MIN.4' O.C.134 ZONING BUFFER A CATEGORY B BUFFER (25' ACTIVE / 25' INACTIVE) - FULL SCREEN LENGTH OF BUFFER 928 LF LENGTH OF PERSERVED MATURE WOODLANDS -832 LF WIDTH OF CONFIDENCE LANE -41 LF LENGTH OF BUFFER TO BE PLANTED 55 LF REQUIRED PROVIDED TOTAL PLANTS 17 (3 PER 10 LF)17 DECIDUOUS TREES 5 (1/3 OF TOTAL)5 EVERGREEN TREES 6 (1/3 OF TOTAL)6 SHRUBS 6 (1/3 OF TOTAL)6 6' OPAQUE HEDGE, FENCE, WALL, MOUND OR BERM YES YES (6' FENCE) ZONING BUFFER B CATEGORY B BUFFER (25' ACTIVE / 25' INACTIVE) - FULL SCREEN TOTAL LENGTH OF BUFFER 561 LF LENGTH OF PRESERVED MATURE WOODLANDS -0 LF LENGTH OF BUFFER TO BE PLANTED 561 LF REQUIRED PROVIDED TOTAL PLANTS 168 (3 PER 10 LF)168 DECIDUOUS TREES 56 (1/3 OF TOTAL)56 EVERGREEN TREES 56 (1/3 OF TOTAL)56 SHRUBS 56 (1/3 OF TOTAL)56 6' OPAQUE HEDGE, FENCE, WALL, MOUND OR BERM YES YES (6' FENCE) BUFFER PLANT LIST SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY BUFFER A QUANTITY BUFFER B DECIDUOUS TREES --ACER PALMATUM VAR ATROPURPUREUM 'BLOODGOOD'BLOOD GOOD JAPANESE MAPLE 1 1/4" CAL. MIN.AS SHOWN 0 11 -- BETULA NIGRA 'DURA HEAT'DURA HEAT RIVER BIRCH 1 1/4" CAL. MIN.AS SHOWN 2 11 -- CERCIS CANADENSIS EASTERN REDBUD 1 1/4" CAL. MIN.AS SHOWN 1 11 --LIQUIDAMBAR STYRACIFLUA 'WARD'CHEROKEE SWEETGUM 1 1/4" CAL. MIN.AS SHOWN 2 11 -- PRUNUS YEDOENSIS 'AKEBONO'AKEBONO YOSHINO CHERRY 1 1/4" CAL. MIN.AS SHOWN 0 12 TOTAL 5 56 EVERGREEN TREES -- CRYPTOMERIA JAPONICA JAPANESE CEDAR 4' HT AS SHOWN 2 14 -- ILEX X 'NELLIE R STEVENS'NELLIE R STEVENS HOLLY 4' HT AS SHOWN 2 14 -- PINUS STROBUS EASTERN WHITE PINE 4' HT AS SHOWN 2 14 -- PSEUDOTSUGA MENZIESII DOUGLAS FIR 4' HT AS SHOWN 0 14 TOTAL 6 56 SHRUBS -- HAMAMELIS VERNALIS WHITCHHAZEL 18" HT MIN.AS SHOWN 2 14 -- CHIORANTHUS VIRGINICUS'WHITE FRINGETREE 18" HT MIN AS SHOWN 2 14 --PIERIS JAPONICA JAPANESE PIERIS 18" HT MIN AS SHOWN 2 14 -- HIBISCUS SYRIACUS ALTHEA 18" HT MIN AS SHOWN 0 14 TOTAL 6 56 SHRUB PLANTING NOT TO SCALE 3x DIAMETER OF ROOT BALL OR CONTAINER SIZE 2" OF MULCH CREATE A SAUCER SHAPE WITH MULCH TO HOLD WATER SLOPE SIDES OF PLANTING HOLE REMOVE BURLAP OR WIRE BASKET FROM TOP 1/3 OF ROOT BALL TAMP SOIL AROUND ROOT BALLBASE FIRMLY TO PREVENT ROOT BALL FROM SHIFTING PRUNE ONLY DAMAGEDOR DEAD BRANCHES TREE PLANTING NOT TO SCALE 3x DIAMETER OF ROOT BALL SET TRUNK PLUMB L DO NOT MULCH WITHIN 6" OF TRUNK 3" OF MULCH SLOPE SIDES OF PLANTING HOLE REMOVE BURLAP OR WIRE BASKET FROM TOP 1/3 OF ROOT BALL TAMP SOIL AROUND ROOT BALLBASE FIRMLY WITH FOOT PRESSURE TO PREVENT ROOT BALL FROMSHIFTING SECURE GUYS WITH RUBBERHOSE TO TRUNK PRUNE ONLY DAMAGEDOR DEAD BRANCHES *(2) 2"x2" WOOD STAKES SET AT 180° (ALT: STEEL FENCE POSTS) C NOTES: 1.*STAKE ONLY TO PREVENT WIND TIP OR WHEN PLANTING ON STEEP SLOPES 2. REMOVE ALL TAGS AND ROPES FROM BRANCHES AND ROOT BALL. PITCH FROM C OF PLANTING AREA TYPICAL MULCH EDGING DETAIL4" MIN.MULCH LAYER TOPSOIL L PROVIDE EDGE WITH CLEAN, CRISP SEPARATION BETWEEN MULCHED BED AND ADJACENT SURFACECONDITIONS CUT EDGE MINIMUM 4" BELOW GRADE TO RECEIVEMULCH TURF, SIDEWALK, OR CURB 2" MIN. MULCH LAYER NOT TO SCALE EVERGREEN TREE PLANTING NOT TO SCALE 3x DIAMETER OF ROOT BALL SET TRUNK PLUMB L DRIVE STAKES AT ANANGLE INSIDE OF SAUCER DO NOT MULCH WITHIN 6" OF TRUNK 3" OF MULCH CREATE A SAUCER SHAPEWITH MULCH TO HOLD WATER SLOPE SIDES OF PLANTING HOLE REMOVE BURLAP OR WIRE BASKET FROM TOP1/3 OF ROOT BALL TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE TO PREVENT ROOT BALL FROMSHIFTING PRUNE ONLY DAMAGED OR DEAD BRANCHES C * PLANT 1 MALE PER 7 FEMALE SHRUBS. SHEET OF71 77 WTP STOP STREET MSP MB 15" TW. MSP MSP MSP STREET STOP GAGRAVE L GRAVEL DRIVEWAYRELIANCE ROAD - RT-627 R/W VARIES - 45 MPH (POSTED) CLASS GS-3N. BUCKTON RD . - RT - 8 4 2 (VAR IAB LE W IDTH R /W ) PIN 91-A-89CGORES RENTAL, LLCINST. 050003737ZONED: RAUSE: RESIDENTIAL PIN 91-A-89GORES RENTAL, LLCINST. 050003737ZONED: RAUSE: RESIDENTIAL PIN 91-A-85MADA, LCINST. 110000002ZONED: RA USE: AGRICULTURAL PIN 91-A-86LINDA E. SIVERTSENINST. 050000112ZONED: RAUSE: RESIDENTIAL IRT S1N=7056998.544 E=11548525.861 ELEV.=709.96 TRAV. S1102 N=7057612.661 E=11548750.375 ELEV.=689.68 EX. COMMONW E A L T H O F V I R G I N I A DRAINAGE EA S E M E N T DB 288 PG 294 HWY PB 3 PG 2 8 8 EX. 10' C&P TELEPHONECO. ESMT - DB 326 PG 82NB ON RAMPNB OFF RAMP - EXIT 302100423D 107623D TM 91-A-57MIDDLETOWN PROPERTIES LLCTM 91 ((A)) LOT 57.ZONE B296' WSP GRAVELASPHALT MSP WP MSP WPP (GUY)WTPGAGA WPP WPPWTP WPP WTP WTP WPP 12"WSPMB WSPWPP 10"MB GA GAGA GA GRAVELASPHALT 18" TRB RELIANCE R O A D - R T - 6 2 7 R/W VARIE S - 4 5 M P H ( P O S T E D ) CLASS GS-3 CONFIDENCE LANEPRIVATE ACCESS DRIVE15 MPH POSTED SPEED LIMITCONFIDENCE LANEPRIVATE ACCESS DRIVE15 MPH POSTED SPEED LIMITEX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE)EX GU ARD R A I L EX GU ARD R A I L EX. EOP EX. EOP EX. EOP EX. CG-6 EX. CG-6 EX. EOPEX. EOP EX. EOP EX . E O P EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW E X . R OW EX. ROW 25'INACTIVEBUFFER 25'ACTIVEBUFFER TYPE BZONING BUFFER50' FULL SCREEN25'INACTIVEBUFFER25'ACTIVEBUFFERTYPE BZONING BUFFER50' FULL SCREEN15'15'7.68'16'13'35'STOP48.5'48.5'100'35'20'35'20'20'35'20'8.5'14'NO PARKING LOADING ZONE DOUBLE36UNDERGROUND STORAGETANK FIELD 20'45'73'20'51.22' 45' 35' 14' 12'12' 14' 20.96'25' 45' PROP. 60 FT BLDG STBK 5'R 5'R20'R50'R50'R2'R 40' FC 18'18'36'C&G OC&G O16'4'30'179'30'3.5'CONCRETE BARRIER 40' CROSSWALK 7 13 13 5 8 5 22 17 RETAINING WALL TRASH ENCLOSURE CLEARANCE BAR MENU BOARD TANK VENT(S) TANK APRON(S) TANK ISLAND (TYPE)STOPDIESEL OUTBUILDING CHAIN LINK FENCE TRASH ENCLOSURE CROSSWALK DRIVE-THRUDRIVE THRUPICK-UP ZONE PROPOSED SHEETZ BUILDING 6,879 SF FFE 695.50 MAX HEIGHT 35' PROPOSED DIESEL PUMP CANOPY PROPOSED PUMP CANOPY 61.7'116.29'20'15'15'20'CURB C CURB C CURB CCURB CC&G O-SPC&G OC&G OC&G OC&G OC&G O-SP C&GO-SP C&G OC&G O-SPC&G O-SP41' ACC. ESMT.5,800 VPDPROP. 50 FT B L D G S T B K P R O P . 3 5 F T B L D G S T B KPROP. 35 FT BLDG STBKPRO. UNDERGROUNDSTORAGE TANKN=7,057,335.7E=11,549,373.5 PRO. BAYFILTERN=7,057,508.5E=11,549,306.3 CURB CCURB BNO PARKING LOADING ZONEAIRAIRCURB COWSVENT AUTO DOOR 10'TYP5'TYP11'TYP6' OPAQUEFENCE 6' OPAQUE FENCE YIELDDRIVETHRU 2'R 25'R32'R 2'R 15'R2'R2150'80'18'10'R38'R20'R3'R10'R2'R3'RCG9B 1 6 ' G R A V E L D R I V E CG-12ACG-12ACG-12A3' GATE 6' DS DS DS DS DS DS DS DS DS DS DS AUTO5' CONC S/W5' S/W25'R 25'R31'R 45'R 3'R 5'R5'R 12' R 25'R50'R50'R5'R10'R45'R3'R25'R55'RC&G OCURB C 2'R2'R2'R2'RC&G O-SP ORDER POINT96.33'96.33'R1-1SIGN R1-5aSIGNSTOP GRAVEL CURB C CURB CPROPANE EXCHANGEYIELDSTOPFUTURE RELOCATIONOF BUCKTON ROADPER FREDERICKCOUNTYCOMPREHENSIVE PLAN20K GAL. FUEL TANK12K GAL. FUEL TANK30K GAL. FUEL TANK30K GAL. FUEL TANKTYPE III UNRESTRICTEDEND CONSTRUCTIONSTA 71+00INTX SPACING = 353' (PRIV D/W) INTX SPACI N G = 8 1 4 '69+54.8161+40.7660+65.7659+0060+0061+0062+0063+0064+0065+0066+0067+0068+0069+0070+0071+0071+53PC 58+70.23PT 63+81.69PI 69+51.77PI 70+48.6475'62+07.2264+57.22250' LT TURN66+57.22200' LT TAP E R 12'12.7'EX428' WB LAN E T R A N S I T I O N70+85.226' WIDENING (LEN = 62.5')96' TAPER (8:1) CG-7 75 ' RCG-6CG-6CG-6CG-6CG-6CG-6CG-6CG-6CG-625'R10' R 3'R25'R49'R 10'R2'R C G - 6 2' R 25'R2'R25' R 3' 3' PR. GDRL - M G S 2 ( ± 5 0 L F ) SEE CS3050A CG-7 6'PVMT TRANS ( 4 5 ° ) MAT. EX EOP PR. GDRL - M G S 2 ( ± 5 0 L F ) SEE CS3050A 56' R CG-7 80'RCG-612'12'12.5'14'EX12'12'12.5'EX12'12'EX13.3'EX12'18'EOP12'EOP18.7'EX5' SWLK 5' SWLK12'EOP12.5'EX14.3'EX50' R50'R41' ACC. ESMT. PR. GRADING, DRAINAGE& SLOPE MAINTENANCE ESMT.PR. GRADING, DRAINAGE& SLOPE MAINTENANCE ESMT.PR. GRADING, DRAINAGE& SLOPE MAINTENANCE ESMT.63+99.71 (52.15' R)67+58.46 (51.83' R)PR. ROW PR. ROW PR. ROWSAW-CUT & MAT. EX PVMT℄ ℄ WP-2 WP-2 WP-2WP-263+57 (26.00' R)CG-7TRNS5' SWLK SIGNEND OF SIDE W A L K BEG. NOSED D O W N C U R BTERMINATION O V E R 4 ' PR. GDRL - M G S 1 A (TOTAL ±325 L F ) SEE CS3050A PR. ACCESS, DRAINAGE, GRADINGAND MAINTENANCE EASEMENT C D D D D D D D D D D D D D D D D D D D D D D D D D D D D A C A D D D D A C D D D D C A C D D D A D D U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS8000.dwg PLOTTED: 10/19/2023 10:52 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS8000 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 WORK00 60'120'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602LIFE SAFETY PLANSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF72 77 MBGRAVE L GRAVEL DRIVEWAYN. BUCKTON RD . - RT - 8 4 2 (VAR IAB LE W IDTH R /W ) IRT S1N=7056998.544 E=11548525.861 ELEV.=709.96 1 75 EX. COMMONW E A L T H O F V I R G I N I A DRAINAGE EAS E M E N T DB 288 PG 294 HWY PB 3 PG 2 8 8 NB ON RAMPNB OFF RAMP - EXIT 302100423D 107623D96' GRAVELASPHALT MB CONFIDENCE LANEPRIVATE ACCESS DRIVECONFIDENCE LANEPRIVATE ACCESS DRIVEEX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. WETLANDS(NO DISTURBANCE) EX. EOP EX. EOP EX. CG-6 EX. CG-6 EX. EOP EX. EOP EX . E O P EX. ROW EX. ROW EX. ROW EX. ROW E X . R O W UNDERGROUND STORM FACILITY STRM ESMT 20' STRM ESMT STRM ESMT 20' STRM ESMT 20' STRM ESMT NO PARKING LOADING ZONE 5'R 5'R20'R50'R50'R2'R CONCRETE BARRIER PROPOSED SHEETZ BUILDING 6,879 SF FFE 695.50 MAX HEIGHT 35' PROPOSED DIESEL PUMP CANOPY PROPOSED PUMP CANOPY C&G OPROP. 50 F T B L D G S T B K P RO P . 3 5 F T B LDG S T B KPROP. 35 FT BLDG STBKNO PARKING LOADING ZONESKY SIGN BASE ELEV- 697.00 TOP OF SIGN ELEVATION =760.00 (PER ARTICLE VII- PART 704 IA )2'R 25'R32'R 2'R 15'R2'R10'R38'R20'R3' R10'R2' R 3'R25'R 25'R31'R 45'R 3'R 5'R5'R 12' R 25'R50'R50'R5'R10'R45'R3'R25'R55'R2'R2'R2'R2'RFUTURE RELOCATIONOF BUCKTON ROADPER FREDERICKCOUNTYCOMPREHENSIVE PLANTIONSTA 71+0069+54.8161+40.7660+65.7661+0062+0063+0064+0065+0066+0067+0068+0069+0070+00PT 63+81.69PI 69+51.77PI 70+48.6462+07.2264+57.2266+57.2275 ' RCG-6CG-6CG-6CG-6CG-6CG-6CG-6CG-6CG-625'R10 ' R 3'R25'R49'R 10'R2' R C G - 6 2' R 25'R2'R25' R CG-7 56' R CG-7 80'RCG-650 ' R50'R63+99.71 (52.15' R)67+58.46 (51.83' R)PR. ROW PR. ROW ℄ ℄ WP-2 WP-2 WP-263+57 (26.00' R)CG-7TRNS6" PVC SAN LAT6" PVC SAN LAT10+0011+0011+1810+00 11+0011+93 10+0011+0012+0012+611 A 2 A 3 A 4 A 5 A 6 A 7 A 8 A 9 A 10 A 11 A 12 A 13 A 14 A 15 A 16 A 17 A 18 A 19 A 20 A 21 A 22 A 23 B 24 B 25 B 26 B 27 B 28 B 29 B 30 B 31 B 32 B 33 B 34 B 35 B 36 B 37 B 38 B 39 B 40 B 41 B 42 B 43 B 44 B 45 B 46 B 47 B 48 B 49 B 50 B 51 B 52 B 53 B 54 B 55 B 56 B 57 B 58 B59 C 60 C61 C 62 C 63 C 64 C 65 C 66 C 67 C 68 C 69 D 70 D 71 D 72 D 73 D 74 D 75 D 76 D 77 D 78 D 79 D 80 D 81 D 82 D 83 D84 D 85 D 86 E 87 E 88 E 89 E 90 E 91 E 92 E 93 E 94 E 95 E 96 E 97 E 98 E 99 E 100 E 101 F 102 F 103 F 104 F 105 G 106 G 107 G 108 H 109 J 110 K 111 L 112 L 113 L 114 L 115 L 116 L 117 L 118 M 119 M 120 M 121 N 122 N 123 P 124 P 125 P 126 P 127 P 128 P 129 P 130 P 131 P 132 P 133 P 134 P 135 P 136 P 137 P 138 Q 139 Q 140 Q 141 Q 142 Q 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.2 0.3 0.6 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0 0.2 0.4 1.0 0.7 0.1 0.5 0.6 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.6 2.5 2.5 1.6 0.8 1.7 2.5 2.6 1.7 1.7 1.7 1.5 0.7 1.3 1.3 1.8 3.0 1.3 1.0 0.9 0.9 0.7 0.7 0.9 1.2 1.8 2.5 8.1 16.0 15.5 14.6 7.4 7.9 15.2 15.0 15.3 8.6 7.8 12.2 19.2 1.6 1.5 1.8 1.8 1.8 1.7 1.9 2.1 1.8 2.1 5.9 10.7 13.9 12.0 11.3 6.6 7.1 10.6 10.3 11.2 8.6 8.4 9.8 13.5 17.0 1.9 1.7 0.6 15.4 15.9 14.8 9.8 7.5 5.4 5.6 6.9 6.5 7.2 5.9 5.1 7.2 10.0 9.1 1.8 1.6 0.4 23.5 14.4 9.8 5.7 3.2 2.7 2.6 2.5 2.4 2.5 2.5 3.1 5.4 7.6 5.0 1.1 0.9 0.8 22.2 12.2 8.7 4.5 1.8 1.4 1.2 0.9 0.9 0.9 1.2 2.2 5.5 9.1 8.8 2.3 1.2 0.6 0.5 0.7 1.6 2.2 2.6 1.7 1.9 1.4 1.7 9.8 8.8 7.5 4.0 1.7 1.0 0.7 0.6 0.5 0.5 0.8 1.9 5.9 9.9 14.2 3.3 1.2 0.7 0.8 1.1 1.8 4.0 4.0 3.2 2.2 2.2 1.6 5.8 5.4 5.1 3.6 1.7 0.8 0.5 0.4 0.4 0.5 0.7 1.8 5.5 9.3 14.0 3.3 1.2 1.1 8.4 14.1 8.4 5.7 5.3 3.5 2.0 1.9 13.6 11.4 8.7 4.1 1.4 0.7 0.5 0.4 0.4 0.5 0.7 1.7 5.6 9.8 12.5 3.4 1.3 1.2 5.1 4.1 2.9 2.1 1.8 22.2 12.8 8.0 3.9 1.4 0.8 0.6 0.6 0.8 1.1 1.2 1.7 3.5 4.7 5.1 1.9 1.3 2.3 6.5 2.0 1.6 1.8 2.4 22.2 11.8 8.2 4.0 2.6 5.1 8.1 8.7 10.0 12.9 11.4 9.5 9.3 7.2 3.1 2.2 2.1 3.4 6.8 1.6 1.1 1.8 1.9 10.5 9.3 7.7 4.0 1.7 3.6 2.9 1.9 3.7 8.8 2.0 1.4 1.9 1.4 4.7 4.6 4.3 3.5 3.4 4.7 2.6 2.2 3.7 8.3 3.5 2.6 1.9 1.6 11.6 10.1 8.2 3.9 1.7 1.5 1.8 1.7 1.7 1.8 2.1 2.9 5.0 5.6 5.6 2.7 2.3 3.2 5.4 5.9 3.9 2.7 2.2 22.4 12.2 8.1 3.9 1.2 0.6 0.4 0.3 0.4 0.4 0.7 1.9 6.1 10.2 13.1 3.2 2.0 2.2 3.2 3.1 3.9 5.6 5.4 4.9 3.4 22.3 12.6 8.0 3.8 1.2 0.6 0.4 0.3 0.3 0.4 0.7 1.9 5.9 9.6 14.7 3.2 2.1 3.7 3.6 3.5 3.8 3.7 3.9 3.0 3.1 3.1 1.3 12.4 10.5 8.3 3.8 1.3 0.6 0.4 0.3 0.3 0.4 0.8 2.0 6.2 9.9 15.5 3.2 2.1 4.0 5.4 4.0 3.2 3.0 2.8 3.4 2.7 2.6 1.6 3.4 3.3 3.3 2.7 1.6 0.7 0.4 0.3 0.3 0.5 0.9 2.3 5.6 8.2 9.1 2.0 4.4 7.2 5.1 3.4 2.4 1.9 2.8 3.9 2.1 0.8 0.4 0.3 0.3 0.5 1.0 2.3 5.3 6.9 7.7 2.3 18.4 9.5 2.5 2.0 7.1 8.9 7.8 3.4 1.1 0.5 0.4 0.4 0.5 0.8 2.1 6.3 10.3 14.1 16.3 12.6 8.6 4.9 1.6 0.7 0.4 0.4 0.4 0.7 1.9 5.8 9.5 14.3 2.1 14.8 9.9 6.8 2.7 1.0 0.6 0.4 0.4 0.6 1.8 6.0 9.8 14.4 9.4 4.3 14.7 10.2 6.6 3.2 1.5 0.7 0.4 0.4 0.6 1.5 4.2 6.2 7.0 4.1 3.9 10.7 17.6 15.8 12.5 4.6 4.4 12.2 15.7 16.9 10.1 2.4 5.9 4.9 4.5 3.7 1.6 0.7 0.4 0.4 0.6 1.0 1.4 1.3 1.5 1.4 2.6 9.0 10.3 10.4 10.5 4.1 4.0 10.3 10.3 10.0 8.9 2.2 8.6 9.8 6.4 2.1 0.8 0.5 0.4 0.5 0.5 0.5 0.5 0.6 0.7 2.3 6.0 6.8 6.6 6.8 3.8 3.8 7.0 6.8 6.9 6.2 17.6 10.8 7.1 3.3 1.0 0.5 0.4 0.4 0.5 0.6 0.5 0.6 0.9 1.6 2.4 2.5 2.5 2.5 2.2 2.5 3.5 5.0 5.6 6.1 13.5 8.6 4.9 1.4 0.5 0.4 0.4 0.7 1.1 1.3 1.4 1.7 1.8 1.7 1.4 1.1 1.0 1.2 1.3 2.5 6.9 11.0 13.8 11.7 8.1 4.2 1.5 0.7 0.5 0.5 0.8 2.1 4.2 4.9 5.3 5.5 3.4 1.8 1.1 0.8 0.7 0.9 2.0 6.0 10.9 15.0 4.3 2.1 1.2 0.9 0.8 0.6 0.5 0.8 2.8 9.0 10.2 13.1 13.6 7.8 3.3 1.3 0.7 0.6 0.7 1.9 6.5 10.4 16.3 0.8 0.8 1.0 1.1 0.7 0.5 0.9 3.1 11.5 19.0 28.7 24.6 13.5 5.2 1.4 0.6 0.5 0.9 2.0 4.5 6.4 7.5 1.3 2.3 3.8 2.4 0.9 0.5 0.8 3.2 13.2 33.2 52.7 30.2 13.3 5.1 1.4 0.6 0.6 1.0 2.0 3.0 3.1 3.2 8.8 8.9 4.7 1.4 0.7 0.9 3.2 13.7 26.6 42.3 29.2 13.7 5.1 1.4 0.6 0.4 0.7 2.0 5.8 9.7 11.4 15.3 9.8 6.1 2.3 0.9 0.9 2.9 10.8 14.2 20.9 20.2 11.6 4.4 1.3 0.5 0.4 0.5 1.7 5.8 10.6 15.5 17.2 11.1 7.9 3.7 1.3 1.1 2.9 7.0 7.9 8.9 9.3 5.4 2.4 1.1 0.6 0.4 0.5 1.7 6.0 10.4 16.2 10.5 7.2 3.6 1.8 1.6 2.2 2.8 2.9 3.0 3.0 2.1 1.2 0.8 0.5 0.4 0.7 1.9 5.2 8.5 10.0 1.2 4.4 4.7 4.0 3.6 2.8 1.7 1.1 1.0 0.9 0.9 0.9 0.8 0.6 0.5 0.6 0.9 1.6 2.2 2.2 2.1 0.5 4.2 12.3 10.9 8.7 4.4 1.5 0.8 0.5 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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.4 4.9 3.0 1.2 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.3 4.9 13.2 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.4 3.7 10.6 0.4 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 0.7 1.0 5.2 2.8 3.9 3.4 3.1 2.2 1.3 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.3 0.4 1.0 4.6 2.3 1.3 2.3 2.8 1.6 1.1 0.8 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.7 1.6 8.4 3.0 1.3 1.3 1.3 1.3 1.7 1.9 1.9 1.2 0.9 1.0 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.6 1.3 3.9 12.6 3.4 2.7 2.4 2.2 1.4 1.4 2.2 2.3 2.3 1.8 0.7 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 1.1 3.0 14.0 3.7 8.3 8.5 4.8 2.0 2.0 4.7 8.8 8.4 3.7 1.2 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.7 1.9 7.1 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.5 2.8 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.6 1.1 1.6 4.6 2.2 0.4 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.1 2.0 5.4 1.8 0.5 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.5 1.5 5.3 23.3 1.6 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.1 1.1 3.2 9.9 3.0 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.7 1.6 2.0 1.8 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.6 0.6 0.5 0.8 1.1 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.3 0.3 0.5 0.7 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.6 1.1 6.5 1.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.1 3.1 10.2 2.6 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.7 2.1 7.4 2.3 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.1 1.4 4.7 14.1 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 1.2 2.5 3.6 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.7 0.9 1.7 0.7 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.5 1.3 4.4 1.1 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.2 4.2 22.5 2.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.3 3.1 10.5 1.5 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.6 0.8 2.4 0.8 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.5 0.9 2.2 1.3 0.6 0.3 0.5 0.9 2.2 1.4 0.7 0.3 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.2 0.1 0.1 0.1 0.2 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8 17 18 17 11 17 18 17 11 17 18 17 8 22 26 27 27 27 27 27 27 27 27 27 26 22 21 25 26 26 26 26 26 26 26 26 26 25 21 7 14 15 15 10 15 15 15 10 15 15 15 7 10 17 18 21 20 21 21 21 22 22 22 22 22 20 21 18 17 10 21 14 25 18 25 23 25 23 23 26 23 26 18 26 15 22 10 17 18 21 19 21 20 22 22 22 22 21 22 20 21 18 17 10 NOTE: - ALL AREA LIGHTS ON NEW 22 FT POLE MOUNTED ON 3 FT CONCRETE BASE LUMINAIRE LOCATION SUMMARY LUM NO.LABEL MTG. HT.TILT 1 A 18.79 -5 2 A 17.83 -5 3 A 18.79 -5 4 A 17.83 -5 5 A 18.79 -5 6 A 17.83 -5 7 A 18.79 -5 8 A 17.83 -5 9 A 18.79 -5 10 A 17.83 -5 11 A 18.79 -5 12 A 17.83 -5 13 A 18.79 -5 14 A 17.83 -5 15 A 18.79 -5 16 A 17.83 -5 17 A 18.79 -5 18 A 17.83 -5 19 A 18.79 -5 20 A 17.83 -5 21 A 18.79 -5 22 A 17.83 -5 23 B 18 0 24 B 18 0 25 B 18 0 26 B 18 0 27 B 18 0 28 B 18 0 29 B 18 0 30 B 18 0 31 B 18 0 32 B 18 0 33 B 18 0 34 B 18 0 35 B 18 0 36 B 18 0 37 B 18 0 38 B 18 0 39 B 18 0 40 B 18 0 41 B 18 0 42 B 18 0 43 B 18 0 44 B 18 0 45 B 18 0 46 B 18 0 47 B 18 0 48 B 18 0 49 B 18 0 50 B 18 0 51 B 18 0 52 B 18 0 53 B 18 0 54 B 18 0 55 B 18 0 56 B 18 0 57 B 18 0 58 B 18 0 59 C 22 0 60 C 22 0 61 C 22 0 62 C 22 0 63 C 22 0 64 C 22 0 65 C 22 0 66 C 22 0 67 C 22 0 68 C 22 0 69 D 11.33 0 70 D 11.33 0 71 D 11.33 0 72 D 11.33 0 73 D 11.33 0 74 D 11.33 0 75 D 11.33 0 76 D 11.33 0 77 D 11.33 0 78 D 11.33 0 79 D 11.33 0 80 D 11.33 0 81 D 11.33 0 82 D 11.33 0 83 D 11.33 0 84 D 11.33 0 85 D 11.33 0 86 E 3 0 87 E 3 0 88 E 3 0 89 E 3 0 90 E 3 0 91 E 3 0 92 E 3 0 93 E 3 0 94 E 3 0 95 E 3 0 96 E 3 0 97 E 3 0 98 E 3 0 99 E 3 0 100 E 3 0 101 F 9 0 102 F 9 0 103 F 9 0 104 F 9 0 105 G 12 0 106 G 12 0 107 G 12 0 108 H 11 0 109 J 1 162 110 K 25 0 111 L 25 0 112 L 25 0 113 L 25 0 114 L 25 0 115 L 25 0 116 L 25 0 117 L 25 0 118 M 25 0 119 M 25 0 120 M 25 0 121 N 25 0 122 N 25 0 123 P 25 0 124 P 25 0 125 P 25 0 126 P 25 0 127 P 25 0 128 P 25 0 129 P 25 0 130 P 25 0 131 P 25 0 132 P 25 0 133 P 25 0 134 P 25 0 135 P 25 0 136 P 25 0 137 P 25 0 138 Q 25 0 139 Q 25 0 140 Q 25 0 141 Q 25 0 142 Q 25 0 LUMINAIRE LOCATION SUMMARY (CONTINUED) LUM NO.LABEL MTG. HT.TILT LUMINAIRE SCHEDULE SYMBOL QTY LABEL ARRANGEMENT LUMENS DIMMING (LUMEN MULTIPLIER)LATF LLF BUG RATING WATTS/LUMINAIRE TOTAL WATTS MANUFACTURER CATALOG LOGIC 22 A SINGLE 11213 0.510 1.030 0.525 B3-U0-G0 71.28 1568.16 CREE, INC.CAN-228-PS-RM-06-E-UL-XX-525-57K (SET TO SWITCH POSITION 2 IN FIELD) 36 B SINGLE 11213 0.390 1.030 0.402 B3-U0-G0 71.28 2566.08 CREE, INC.CAN-228-PS-RM-06-E-UL-XX-525-57K (SET TO SWITCH POSITION 1 IN FIELD) 10 C SINGLE 2617 1.000 1.000 1.000 B2-U0-G0 23.6 236 FC LIGHTING F003530ECVLXWET1.54FT4K30X80 17 D SINGLE 484 1.000 1.000 1.000 N.A.6.9 117.3 B-K LIGHTING, INC.BKLT CH-LED-e69-FL-BZP-12 (BY OTHERS, SHOWN FOR CONTRIBUTION) 15 E SINGLE 1441 1.000 1.030 1.030 B1-U0-G1 22 330 PWY-EDG-3M-P3-02-E-UL-350-57K 4 F SINGLE 2947 1.000 1.030 1.030 B1-U0-G1 36 144 CREE, INC.SEC-EDG-3M-WM-02-E-UL-XX-525-57K 3 G SINGLE 5893 1.000 1.030 1.030 B2-U0-G2 68 204 CREE, INC.SEC-EDG-3M-WM-04-E-UL-XX-525-57K 1 H SINGLE 13946 1.000 1.030 1.030 B3-U0-G1 132 132 BETALED, A DIVISION OF RUUD LIGHTING BXCT9020&/CAN-228-SL-RM-06-E-UL-XX-700 (BRIGHT RED FINISH, ORDERED SEPARATELY) 1 J SINGLE 11950 1.000 1.040 1.040 B4-U0-G0 72 72 CREE, INC.OSQ-ML-B-AA-XX w/PGM-1 + OSQM-B-11L-57K7-N3-UL-NM-XX 7 L 11174 1.000 1.030 1.030 B2-U0-G2 72 504 CREE, INC.OSQ-ML-B-DA-XX + OSQM-B-11L-57K7-4M-UL-NM-XX 3 M 2 @ 90 DEGREES 11174 1.000 1.030 1.030 B2-U0-G2 72 432 CREE, INC.OSQ-ML-B-DA-XX + OSQM-B-11L-57K7-4M-UL-NM-XX 2 N 8574 1.000 1.030 1.030 B1-U0-G2 72 144 CREE, INC.OSQ-ML-B-DA-XX + OSQM-B-11L-57K7-4M-UL-NM-XX-w_OSQ-BLSMF 15 P 86000 1.000 1.030 1.030 B5-U0-G5 553 8295 CREE, INC.OSQ-X-B-DA-XX + OSQX-B-75L-57K7-4M-UL-NM-XX 5 Q 60700 1.000 1.030 1.030 B3-U0-G5 553 2765 CREE, INC.OSQ-X-B-DA-XX + OSQX-B-75L-57K7-4M-UL-NM-XX-w-OSQ-BLSXF 1 K 3 @ 90 DEGREES 86000 1.000 1.030 1.030 B5-U0-G5 553 1659 CREE, INC.OSQ-X-B-DA-XX + OSQX-B-75L-57K7-4M-UL-NM-XX CREE, INC. SINGLE SINGLE SINGLE SINGLE FOOTCANDLE LEVELS CALCULATED AT GRADE USING INITIAL LUMEN VALUES LABEL AVG MAX MIN AVG/MIN MAX/MIN PROPERTY LINES - COMMERCIAL 0.05 0.6 0.0 N.A.N.A. PROPERTY LINES - RESIDENTIAL 0.01 0.1 0.0 N.A.N.A. RIGHT OF WAY LINES 0.16 1.0 0.0 N.A.N.A. SITE PAVED AREA 4.96 52.7 0.3 16.53 175.67 UNDEFINED 0.37 23.3 0.0 N.A.N.A. UNDER AUTO CANOPY 19.75 27 7 2.82 3.86 UNDER DIESEL CANOPY 20.02 26 10 2.00 2.60 ILLUMINATION LEVELS ARE THE RESULT OF CONDITIONS OR REQUESTS BY OTHERS RED LEONARD ASSOCIATES IS NOT RESPONSIBLE FOR INCIDENTS CAUSED BY INSUFFICIENT LIGHTING AND DOES NOT RECOMMEND THESE LEVELS FOR SECURITY AND SAFETY REASONS OWNER/OWNER'S REPRESENTATIVE TO ADJUST DRIVECURRENT ON FIXTURES A & B VIA DIAL ACCESSED IN DRIVER ENCLOSURE TO SWITCH POSITION NOTED IN CATALOG LOGIC COLUMN OF LUMINAIRE SCHEDULE ALL OUTDOOR LIGHTING SHALL BE DESIGNED, SHIELD, DESIGNED, SHIELDED, AIMED, LOCATED AND MAINTAINED TO SHIELD ADJUSTED PROPERTIES AND SHALL BE FULL- CUT OFF FIXTURES. THIS SITE IS LOCATED IN A REGION WHERE LIGHTING IS REGULATED BY LOCAL ORDINANCES U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS8100.dwg PLOTTED: 10/19/2023 10:54 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS8100 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 WORK00 60'120'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602LIGHTING PLANSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF73 77 U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS8101.dwg PLOTTED: 10/19/2023 10:54 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS8101 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 540.665.0493APPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602LIGHTING DETAILSSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF74 77 U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS8102.dwg PLOTTED: 10/19/2023 10:54 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS8102 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 540.665.0493APPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602LIGHTING DETAILSSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF75 77 U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS9000.dwg PLOTTED: 10/19/2023 10:54 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS9000 BYNO.DATEREVISIONSSHEEX21002 NO SCALE TEAM 2022-10-05 RAMAPPROVED 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 540.665.0493APPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602RETAINING WALL PLAN AND DETAILSSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF76 77 U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS9500.dwg PLOTTED: 10/19/2023 10:54 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS9500 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED 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 540.665.0493APPROVED SITE PLAN 10-19-2023 SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602WETLANDS DELINEATIONSHEETZ MIDDLETOWNSITE PLANRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF77 77