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Home My WebLink About40-23 Site Plan rev 012524SITE INFORMATION: TAX MAP #53-(A)-74 DEEDBOOK/PAGE INSTRUMENT # 230001822 ACREAGE 4.67 AC ZONING B2 ZONING ACREAGE 4.67 AC MAGISTERIAL DISTRICT GAINESBORO ADDRESS TBD BOTANICAL BOULEVARD FREDERICK COUNTY, VA 22603 ENGINEER: FIRM MONTEVERDE ENGINEERING & DESIGN STUDIO ADDRESS 250 E. ELIZABETH ST, SUITE 114 HARRISONBURG, VA 22802 CONTACT NAME SETH RODERICK, PE EMAIL sroderick@MonteverdeDesigns.com PHONE (540) 228-0202 OWNER: ENTITY ECHO LANE DEVELOPMENT LLC CONTACT NAME MICHAEL L. TURNER ADDRESS 30221 OAKMONT DRIVE GEORGETOWN, TX 78628 PHONE (407) 697-6895 DEVELOPER: ENTITY ECO SUDS, LLC CONTACT NAME TIM REAMER EMAIL Tim.Reamer@Cottonwood.com PHONE (540) 271-7525 C0.01 COVER SHEET VICINITY MAP SCALE: 1" = 2,000' VICINITY MAP HANG 10 CAR WASH & SHEETZ FUEL/CONVENIENCE 145 BOTANICAL BOULEVARD FREDERICK COUNTY, VA 22603 GAINESBORO MAGISTERIAL DISTRICT, SP 40-23 VIRGINIA CERTIFIED RESPONSIBLE LAND DISTURBER NAME-PRINTED SIGNATURE DATE PHONE # COMPANY ADDRESS THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF UTILITIES WITHIN THE WORK LIMITS. CALL MISS UTILITY AT 811 OR 1-800-552-7001 BEFORE DIGGING. EACH “PERSON” AS DEFINED IN THE UNDERGROUND UTILITY DAMAGEPREVENTION ACT MUST PROVIDE THEIR OWN NOTICE OF EXCAVATION. SUBCONTRACTORS MAY NOT WORK UNDER ANOTHER COMPANY’S TICKET UNLESS THEY ARE UNDER THE DIRECT SUPERVISION OF THE COMPANY THAT PROVIDED THE NOTICE OF EXCAVATION. ALLOW REQUIRED TIME FOR MARKING – BEGIN EXCAVATION ONLY AFTER CHECKING THE POSITIVE RESPONSE SYSTEM. EXCAVATION MAY BEGIN WHEN: ALL NOTIFIED UTILITIES HAVE EITHER MARKED THEIR LINES OR REPORTED THAT THEY HAVE NO FACILITIES IN THE AREA OF EXCAVATION OR THE MARKING PERIOD HAS EXPIRED (AFTER 7:00 AM ON THE THIRD WORKING DAY AFTER NOTICE TO THE CENTER.) OR MISS UTILITY INFORMS YOU THAT NO MEMBER OPERATORS NEED TO BE NOTIFIED OF THE EXCAVATION. YOU WILL STILL GET A TICKET NUMBER! RESPECT THE MARKS – PROTECT AND PRESERVE THE MARKINGS FROM THE TIME EXCAVATION BEGINS UNTIL THE WORK ISCOMPLETED. CALL MISS UTILITY TO UPDATE THE TICKET IF WORK WILL CONTINUE PAST 15 DAYS OR IF THE MARKS BECOME ILLEGIBLE DUE TO TIME, WEATHER, CONSTRUCTION OR ANY OTHER CAUSE. EXCAVATE CAREFULLY – IF THE EXCAVATION IS WITHIN 2 FEET OF A MARKED UTILITY LINE, EXPOSE THE UTILITY LINE BY HAND DIGGING AND KEEP ALL MECHANIZED EQUIPMENT AT LEAST 2 FEET AWAY FROM THE EXTREMITIES OF THE UTILITY. SITE DATA Project number: Date: Drawn by: Checked by: 21070C September 2, 2022 No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCE145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 40-23Revisions: Monteverde Engineering & Design Studio 2 50 E. Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 SITE DATE NOTE: SITE PLAN VALID FOR A PERIOD OF FIVE (5) YEARS FROM DATE OF APPROVAL UTILITIES PROVIDERS CONTACTS: SANITARY SEWER AND WATER FREDERICK WATER 315 TASKER ROAD STEPHENS CITY, VA 22655 (540) 868-1061 INTERNET COMCAST VERIZON SHENTEL GAS WASHINGTON GAS 6801 INDUSTRIAL ROAD SPRINGFIELD, VA 22151 (540) 869-1111 ELECTRICITY SHENANDOAH VALLEY ELECTRIC COOPERATIVE 3463 VALLEY PIKE WINCHESTER, VA 22602 (540) 450-0111 VDOT 811 COMMERCE ROAD STAUNTON, VA 24401 (540) 984-5600 ZONING ADMINISTRATOR COUNTY OF FREDERICK SITE PLAN REFERENCE NUMBER: APPROVAL Sheet Index Sheet Number Sheet Title C0.01 COVER SHEET C1.01 GENERAL NOTES C1.02 PROFFERED CONDITIONS C2.01 EXISTING CONDITIONS C2.02 PRELIMINARY PLAT C2.03 DEMOLITION PLAN C3.01 ESC PLAN PHASE I C3.02 ESC PLAN PHASE II C3.03 ESC NOTES C4.01 SITE PLAN C4.02 LIFE SAFETY PLAN C4.03 ENTRANCE DETAILS 1 C4.04 ENTRANCE DETAILS 2 C4.05 EQUIPMENT & SIGNAGE FOUNDATION PLAN C5.01 UTILITY PLAN C5.02 WATER SUPPLY PLAN & PROFILE C5.03 SANITARY PLAN & PROFILE C6.01 GRADING PLAN C6.01A SPOT ELEVATIONS C6.02 PRE-DEV. DRAINAGE AREAS C6.03 POST-DEV. DRAINAGE AREAS C6.04 SWM PLAN C6.05 STORM PIPE PROFILES C6.06 STORM PIPE PROFILES C6.07 STORM PIPE PROFILES C7.01 LANDSCAPE PLAN C7.02 LANDSCAPE NOTES & DETAILS C8.01 LIGHTING PLAN C8.02 LIGHTING 3D PLAN C8.03 LIGHTING SPECIFICATIONS C9.01 ESC DETAILS C9.02 SITE DETAILS C9.03 SITE DETAILS C9.04 UTILITY DETAILS C9.05 STORMWATER DETAILS C9.06 STORMWATER DETAILS C9.07 STORMWATER DETAILS C9.08 EQUIPMENT & SIGNAGE FOUNDATION DETAILS C9.09 EQUIPMENT & SIGNAGE FOUNDATION DETAILS DIV-1 PARCEL SUBDIVISION PLAN SOR SOR ZONING INFORMATION: ZONING: B-2 (General Business) REQUIRED PROVIDED (HANG 10) PROVIDED (SHEETZ) SETBACK (RTE 50):50' 117' 229' SETBACK (ECHO): 35' 65' 134' SIDE YARD: N/A 20'(L)/89'(R) 55'(L)/70'(R) REAR YARD: N/A 252' 136' MAX FAR: 1.0 MIN LANDSCAPE: 15% MAX HEIGHT: 35' FLOOR AREA RATIO CALCS: HANG 10 SHEETZ TOTAL GROUND FLOOR AREA: 4,185 SF 6,139 SF 10,324 SF TOTAL FLOOR AREA: 4,185 SF 6,139 SF 10,324 SF LOT AREA: 203,329 SF CALCULATED FAR: 0.05 MAX ALLOWED FAR: 1.00 ASSOCIATED PLANS: ·Rezoning Application 03-21 ·Rezoning Application 08-08 ·Site Plan 54-22 APPROVED FOR CONSTRUCTION 11 Lighting Plan Note 1/25/2024 1/25/2024 Jan 25, 2024 THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF UTILITIES WITHIN THE WORK LIMITS. CALL MISS UTILITY AT 811 OR 1-800-552-7001 BEFORE DIGGING. EACH “PERSON” AS DEFINED IN THE UNDERGROUND UTILITY DAMAGE PREVENTION ACT MUST PROVIDE THEIR OWN NOTICE OF EXCAVATION. SUBCONTRACTORS MAY NOT WORK UNDER ANOTHER COMPANY’S TICKETUNLESS THEY ARE UNDER THE DIRECT SUPERVISION OF THE COMPANY THAT PROVIDED THE NOTICE OF EXCAVATION. ALLOW REQUIRED TIME FOR MARKING – BEGIN EXCAVATION ONLY AFTER CHECKING THE POSITIVERESPONSE SYSTEM. EXCAVATION MAY BEGIN WHEN: ALL NOTIFIED UTILITIES HAVE EITHER MARKED THEIR LINES OR REPORTED THAT THEY HAVE NO FACILITIES IN THE AREA OF EXCAVATION OR THE MARKING PERIOD HAS EXPIRED (AFTER 7:00 AM ON THE THIRD WORKING DAY AFTER NOTICE TO THE CENTER.) OR MISS UTILITY INFORMS YOU THAT NO MEMBER OPERATORS NEED TO BE NOTIFIED OF THE EXCAVATION. YOU WILL STILL GET A TICKET NUMBER! RESPECT THE MARKS – PROTECT AND PRESERVE THE MARKINGS FROM THE TIME EXCAVATION BEGINSUNTIL THE WORK IS COMPLETED. CALL MISS UTILITY TO UPDATE THE TICKET IF WORK WILL CONTINUE PAST 15 DAYS OR IF THE MARKS BECOME ILLEGIBLE DUE TO TIME, WEATHER, CONSTRUCTION OR ANY OTHER CAUSE. EXCAVATE CAREFULLY – IF THE EXCAVATION IS WITHIN 2 FEET OF A MARKED UTILITY LINE, EXPOSETHE UTILITY LINE BY HAND DIGGING AND KEEP ALL MECHANIZED EQUIPMENT AT LEAST 2 FEET AWAY FROM THE EXTREMITIES OF THE UTILITY. GENERAL NOTES (ALL MAY NOT APPLY): 1. WORK IN THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, THE VDOT ROAD AND BRIDGE STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS, THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK, THE VIRGINIA STORMWATER MANAGEMENT REGULATIONS AND THE ROCKINGHAM COUNTY DESIGN AND CONSTRUCTION STANDARDS MANUAL. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESESTANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. ALL UTILITIES TO BE DEDICATED TO THE ROCKINGHAM COUNTY WATER AND/OR SANITARY SEWER SYSTEM SHALL BE CONSTRUCTED AND TESTED TO CONFORM TO COMMONWEALTH OF VIRGINIA/STATE BOARD OF HEALTH WATERWORKS AND/OR SEWERAGE REGULATIONS AND THE ROCKINGHAM COUNTY DESIGN AND CONSTRUCTION STANDARDS MANUAL. 2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN AND AS NECESSARY, AND SHALL BE CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL BECHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDED AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS. 3. ALL DRAIN INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTECTION DEVICES SHALL BEIMMEDIATELY REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN ACCEPTABLE METHOD OF CLEANING. 4. WHEN THE CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF STONEEQUAL TO THAT OF ORIGINAL APPLICATION. 5. THE LOCATION OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PUBLIC OR PRIVATE UTILITIES THAT LIE IN OR ADJACENT TO THECONSTRUCTION SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ALL EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. 6. FORTY-EIGHT (48) HOURS PRIOR TO ANY EXCAVATION CALL MISS UTILITY 1 (800) 552-7001. 7. ALL UNDERGROUND FACILITIES LOCATED WITHIN RIGHTS-OF-WAY SHALL BE INSTALLED PRIOR TO THE PLACEMENT OF ANY PART OF THE PAVEMENT STRUCTURE.8. INSTALLATION OF CONCRETE STORM PIPE SHALL COMPLY WITH VDOT STANDARD DRAWING PB-1. 9. ALL MATERIALS USED FOR FILL OR BACK-FILL SHALL BE FREE OF WOOD, ROOTS, ROCKS, BOULDERS OR ANY OTHER NON-COMPACTABLE SOIL TYPE MATERIAL. UNSATISFACTORY MATERIALS ALSO INCLUDE MAN-MADE FILLS AND REFUSE DEBRIS DERIVED FROM ANY SOURCE. 10. SATISFACTORY MATERIAL FOR USE AS FILL FOR PUBLIC STREETS INCLUDE MATERIAL CLASSIFIED IN ASTM D-2487 AS GW, GP, GM, GC, SW, SP, SM, SC, ML, AND CL GROUPS. THE MOISTURE CONTENT SHALL BE CONTROLLED WITHIN PLUS OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM TO FACILITATECOMPACTION. GENERALLY, UNSATISFACTORY MATERIALS INCLUDE MATERIALS CLASSIFIED IN ASTM D-2487 AS PT, CH, MH, OL, OH, AND ANY SOIL TOO WET TO FACILITATE COMPACTION. CH AND MH SOILS MAY BE USED SUBJECT TO APPROVAL OF THE CITY ENGINEER. SOILS SHALL HAVE A MINIMUM DRY DENSITY OF 92LB/CUBIC FOOT PER ASTM D-698 AND SHALL HAVE A PLASTICITY INDEX LESS THAN 12. 11. COMPACTION OF FILL MATERIAL UNDER BUILDING SLABS SHALL BE BASED UPON RECOMMENDATIONS OF SOILS ENGINEER AFTER COMPLETION OF STANDARD PROCTOR TEST AND SHALL MEET BEARING REQUIREMENTS OF ARCHITECT FOR BUILDINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING.12. MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACK-FILL AROUND DRAINAGE STRUCTURES OR IN UTILITY TRENCHES OR ANY OTHER DEPRESSION REQUIRING FILL OR BACK-FILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST AS SET OUT IN ASTM STANDARD D-698. THE CONTRACTOR SHALL, PRIOR TO ANY OPERATIONS INVOLVING FILLING OR BACKFILLING, SUBMIT THE RESULT OF THE PROCTOR TEST TO THE CITY’S ON-SITE INSPECTORTOGETHER WITH A CERTIFICATION THAT THE SOIL TESTED IN REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE PROJECT. TESTS SHALL BE CONDUCTED BY A CERTIFIED MATERIALS TESTING LABORATORY AND THE CERTIFICATIONS MADE BY A LICENSED PROFESSIONAL ENGINEER REPRESENTING THE LABORATORY. 13. CERTIFICATIONS FOR MATERIALS INCLUDING, BUT NOT LIMITED TO STONE, CONCRETE, PIPES, PRECAST UNITS, HANDRAILS, STABILIZATION MATS, TRAFFIC SIGNAL ITEMS, MUST BE PROVIDED TO THE CITY’S ON-SITE INSPECTOR AND APPROVED BY THE INSPECTOR PRIOR TO INSTALLATION. SEE INSPECTOR FORMATERIALS CERTIFICATION CHECKLIST. 14. EMBANKMENT FILL AND TRENCH BACK-FILL SHALL BE PLACED IN LIFTS AT A MAXIMUM UNCOMPACTED DEPTH OF 8-INCHES AND 6-INCHES, RESPECTIVELY. DENSITY TESTS SHALL BE CONDUCTED AT THEFOLLOWING MINIMUM FREQUENCIES: (a) EMBANKMENT FOR ROADS, STREETS, DAMS, ETC.: ONE TEST PER LIFT PER 10,000 SQUARE FEET OFLIFT. (b) BACK-FILL AROUND STRUCTURES AND IN TRENCHES: ONE TEST PER LIFT PER 500 LINEAL FEET OF TRENCH.15. COMPACTION TESTS FOR STREET PAVEMENT STRUCTURE SHALL BE MADE IN CUT AND FILL AREAS AT THE FOLLOWING MINIMUM FREQUENCIES: (a) SUB-GRADE: ONE TEST PER LANE PER 500 LINEAL FEET. (b) STONE BASE: ONE TEST PER LANE PER 6” COMPACTED LIFT PER 500 LINEAL FEET. (c) HOT ASPHALTIC CONCRETE: ONE TEST PER LANE PER LIFT PER 500 LINEAL FEET. 16. ALL EXCAVATIONS, INCLUDING TRENCHES, SHALL BE KEPT DRY TO PROTECT THEIR INTEGRITY. 17. TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY ENGINEER AND ENGINEER OF RECORD. FAILURE TO CONDUCT DENSITY TESTS AND SUBMIT TEST RESULTS SHALL BE CAUSE FOR NONACCEPTANCE OF THE FACILITY. TESTS SHALL BE CONDUCTED AT THE SOLE COST OF THE DEVELOPER OR HIS AGENT. 18. COMBINATION UNDER-DRAINS TYPE CD-1 SHALL BE INSTALLED AT THE LOWER END OF THE CUT SECTIONS. UNDER-DRAINS TYPE CD-2 SHALL BE INSTALLED AT THE LOW POINT OF ALL VERTICAL CURVES. 19. STANDARD UD-1 AND UD-3 UNDER-DRAINS SHALL BE INSTALLED WHERE INDICATED ON PLANS ON FURTHER WHERE DETERMINED NECESSARY IN THE FIELD BY THE COUNTY INSPECTORS. 20. COUNTY INSPECTORS HAVE FULL AUTHORITY TO REJECT FILL OR BACKFILL MATERIALS, REQUIRE UNDERCUTTING OR SUB GRADE STABILIZATION, REQUIRE PROVISIONS FOR SUB DRAINAGE, OR REQUIRE OTHER MEASURES WHICH AFFECT THE INTEGRITY OF ROAD AND UTILITY CONSTRUCTION. FAILURE TO COMPLY WITH INSPECTORS’ DIRECTIVES SHALL BE CAUSE FOR NON-ACCEPTANCE OF THE FACILITY. 21. TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND AS FURTHER DIRECTED BY COUNTY INSPECTORS. COUNTY INSPECTORS MUST BE NOTIFIED 24-HOURS IN ADVANCE OF ANY PLANNED WORK OR ACTIVITY IN CITY RIGHT-OF-WAY THAT REQUIRES FLAGGING, LANE CLOSURE OR STREET CLOSURE. ALL SIGNAGE AND OTHER CONTROL DEVICES SHALL BE IN PLACE BEFORE SUCH ACTIVITIES CAN COMMENCE. 22. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER OF RECORD, IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR AMBIGUITIES. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES OR AMBIGUITIES SHALL BE DONE AT THE CONTRACTOR’S RISK. 23. A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL ARRANGE THE MEETING WITH THE COUNTY ENGINEER. AT THIS TIME, THE CONTRACTOR SHALL PROVIDE A SCHEDULE AND TRAFFIC CONTROL PLAN FOR WORK WITHIN THE COUNTY RIGHT-OF-WAY. 24. INSTALL COUNTY STANDARD STREET CENTERLINE MONUMENTS WHERE REQUIRED FOR NEW STREETS. 25. IF TRAFFIC SIGNAL PLANS HAVE BEEN REVISED OR CHANGED SINCE APPROVAL, THE DEVELOPER MUST PROVIDE TO THE DIRECTOR OF PUBLIC WORKS AS-BUILT DRAWINGS REFLECTING CHANGES. PROVISION OF AS-BUILT DRAWINGS IS A CONDITION OF BOND RELEASE. C1.01 GENERAL NOTES XXX GV GT STORM INLET STORM DRAIN STORM STRUCTURE CABLE PEDESTAL TELEPHONE/COMMUNICATION PEDESTAL SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE GAS VALVE GAS TAP GAS GAS LINE SANITARY SEWER LINE PROPERTY LINE ExW WATER LINE ELECTRICAL ET ELECTRICAL TRANSFORMER UTILITY POLE LIGHT POLE WATER METER OVERHEAD ELECTRIC GATE/FENCE P.K. NAIL FOUND IRON PIN FIRE HYDRANT WATER VALVE EXISTING LEGEND EXISTING INLET LABEL CATCHMENT AREA CATCHMENT OUTLET OHE OHE V T TV S E SS GV GT CURB INLET STORM DRAIN CABLE PEDESTAL TELEPHONE/COMMUNICATION PEDESTAL SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE GAS VALVE GAS TAP GAS GAS LINE SANITARY SEWER LINE W WATER LINE ELECTRICAL ET ELECTRICAL TRANSFORMER UTILITY POLE LIGHT POLE WATER METER OVERHEAD ELECTRIC GATE/FENCE POST FIRE HYDRANT WATER VALVE PROPOSED LEGEND INLET LABEL CATCHMENT AREA CATCHMENT OUTLET OHE OHE SS SS V T TV E SS STANDARD PROJECT LINETYPES X PROPERTY LINE EXISTING CONTOUR (MAJOR) EXISTING CONTOUR (MINOR) 1440 PROPOSED CONTOUR (MAJOR) 1439 PROPOSED CONTOUR (MINOR) DROP INLET GATE VALVE INTERIOR LOT LINE SETBACK 30" CURB AND GUTTER (STD CG-6) WALL DRAINAGE REVERSE CURB AND GUTTER (STD CG-6R) CALCULATED OPEN SPACE 6" CURB (STD CG-2) DUMPSTER ASPHALT ACCESSIBLE PARKING CONCRETE ADJACENT LOT LINE LIMITS OF DISTURBANCE CURB AND GUTTER EDGE OF PAVEMENT CO LOD >> MAILBOX WELL RPARPA WETLAND NOTE: PROJECT STANDARDS SHOWN ABOVE ARE GENERAL LINETYPES AND SYMBOLS USED AMONG A VARIETY OF PROJECTS. NOT ALL INFORMATION SHOWN ABOVE MAY BE APPLICABLE TOTHIS PLAN SET. CONTACT DESIGN FIRM TO CONFIRM ANY DIFFERENTIATION OR CONFLICTING INFORMATION. CALCULATED BUFFER YARD Project number: Date: Drawn by: Checked by: 21070C September 2, 2022 No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCE145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 40-23Revisions: Monteverde Engineering & Design Studio 250 E. Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 VDOT GENERAL NOTES: 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 INACCORDANCE 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 ORREQUESTED 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 ISREPRESENTATIVE 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 PIPEINSTALLATION 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. SOR SOR APPROVED FOR CONSTRUCTION Sept 20, 2023 C1.02 PROFFERED CONDITIONS SOR Project number: Date: Drawn by: Checked by: 21070C September 2, 2022 No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCE145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 40-23Revisions: Monteverde Engineering & Design Studio 250 E. Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 APPROVED FOR CONSTRUCTION Sept 20, 2023 T T N 79°26'02" W 1 4 9 . 0 7 '271.84'N 32°45'50" E 460.20188.36'187.53'S 14°17'57" W 344.26156.73' E EN 32°48'48" E 297.81'GENERAL NOTES - THIS EXISTING CONDITIONS SUMMARY IS COMPILED FROM TWO PHYISCAL SURVEYS: (1) COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF KEVIN BLANKENSHIP, LS WITH RACEY ENGINEERING; AND (2) COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF BARRY LOTTS, LS WITH LOTTS & ASSOCIATES. - BOUNDARY DERIVED FROM A CURRENT FIELD SURVEY AND FROM DEEDS OF RECORD AS FOUND AMONG THE LAND RECORDS OF FREDERICK COUNTY, VIRGINIA AS SHOWN HEREON. - ELEVATION DATUM IS BASED ON NAVD 88, PER GPS OBSERVATIONS PROCESSED BY NATIONAL GEODETIC SURVEY OPUS PROGRAM. - UNDERGROUND UTILITIES ARE SHOWN AS MARKED BY MISS UTILITY, AS WELL AS BASED ON VISIBLE SURFACE EVIDENCE AND AVAILABLE CITY RECORDS; AND ARE CORRECT TO THE BEST OF KNOWLEDGE. UTILITIES SHALL BE REMARKED AND/OR VERIFIED PRIOR TO ANY GRADING OR DIGGING OPERATIONS. - THE PROPERTY SHOWN HEREON LIES WITHIN FLOOD ZONE "X", AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANGE FLOOD PLAIN, PER NFIP FLOOD INSURANCE RATE MAP NO. 51069C 00204D, DATED 1/29/2021. - LOT HAS EXISTING BUILDINGS, STRUCTURES AND IS COVERED WITH BRUSH AND VEGETATION. - SURVEY SUPPLEMENTED WITH STORM INFORMATION AT ONE INLET (CALLED OUT IN THIS DRAWING) FROM DESIGN FILE FOR BOTANICAL BLVD. CONTRACTOR SHALL CONFIRM ALL LOCATIONS AND INVERTS INDEPENDENTLY PRIOR TO ORDERING OF MATERIALS. - PARCEL LINES AND TM DESIGNATIONS REFLECT THOSE AT TIME OF SITE PLAN SUBMITTAL. LOT CONSOLIDATION ASSOCIATED WITH THIS PROJECT IS REFERENCED BY INSTRUMENT #230001822. C2.01 EXISTING CONDITIONS Project number: Date: Drawn by: Checked by: 21070C September 2, 2022 No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCE145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 40-23Revisions: Monteverde Engineering & Design Studio 250 E. Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 SURVEY SUPPLEMENTED WITH STORMINFO TAKEN FROM THE DESIGN FILE OFBOTANICAL BLVD. CONTRACTOR SHALLCONFIRM ALL LOCATIONS AND INVERTSINDEPENDENTLY PRIOR TO ORDERINGOF MATERIALS. SOR SOR APPROVED FOR CONSTRUCTION Sept 20, 2023 N 79°26'02" W 1 4 9 . 0 7 '271.84'N 32°45'50" E 460.20188.36'187.53'S 14°17'57" W 344.26156.73' N 32°48'48" E 297.81'30.0 TM# 53((A))74 ECHO LANE DEVELOPMENT, LLC INST# 230001822 ZONED: B2 4.668 AC C2.02 PRELIMINARY PLAT Project number: Date: Drawn by: Checked by: 21070C September 2, 2022 No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCE145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 40-23Revisions: Monteverde Engineering & Design Studio 250 E. Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 PROPOSED 20' PUBLIC SANITARY SEWER EASEMENT PROPOSED 30' PUBLIC UTILITY EASEMENT PROPOSED 20' PUBLIC WATER EASEMENT SOR SOR FREDERICK WATER EASEMENT FOR FUTURE CONTINUATION OF WATER AND SEWER, TOINCLUDE AREA BETWEEN SANITARY SEWER EASEMENT AND ROUTE 50 R/W LINE. APPROVED FOR CONSTRUCTION Sept 20, 2023 2.0' 2.0' T T N 79°26'02" W 1 4 9 . 0 7 '271.84'N 32°45'50" E 460.20188.36'187.53'S 14°17'57" W 344.26156.73' E EN 32°48'48" E 297.81'30.0 TM# 53((A))74 ECHO LANE DEVELOPMENT, LLC INST# 230001822 ZONED: B2 4.668 AC EXISTING BUILDING TO BE DEMOLISHED EXISTING BUILDING TO BE DEMOLISHED EXISTING SHEDS TO BE DEMOLISHED EXISTING SHEDS TO BE DEMOLISHED EXISTING GRAVEL DRIVEWAY TO BE DEMOLISHED AND REMOVED DEMOLISH EXISTING ENTRANCE, GUTTER, AND OFFSET WITHIN LIMITS OF PROPOSED IMPROVEMENTS (SEE SHEET C4.01). SAW CUT PAVEMENT IN ACCORDANCE WITH VDOT STD WP-2 TO CREATE A STAGGERED EDGE FOR RE-PAVING. DEMOLISH EXISTING ENTRANCE, GUTTER, AND OFFSET WITHIN LIMITS OF PROPOSED IMPROVEMENTS (SEE SHEET C4.01). SAW CUT PAVEMENT IN ACCORDANCE WITH VDOT STD WP-2 TO CREATE A STAGGERED EDGE FOR RE-PAVING. EXISTING ASPHALT DRIVEWAY TO BE DEMOLISHED WITHIN THE LIMIT OF PROPOSED IMPROVEMENTS (SEE SHEET C4.01) EXISTING OVERHEAD LINE TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING TREES WITH THE LIMIT OF PROPERTY LIMITTO BE REMOVED EXISTING ROCK OUTCROPPING TO BE REMOVED EXISTING TREES/SHRUBS TO BE REMOVED EXISTING SEPTIC TO BE REMOVED EXISTING DRAIN FIELDTO BE REMOVED COORDINATE ALL PRIVATE UTILITY DISCONNECTS WITH SERVICE PROVIDERS COORDINATE ALL PRIVATE UTILITY DISCONNECTS WITH SERVICE PROVIDERS EXISTING ELECTRIC LINE TO BE REMOVED EXISTING ELECTRIC LINE TO BE REMOVED, COORDINATE DISCONNECTION WITH SERVICE PROVIDERS SAW CUT AND REMOVE EXISTING CG-6 WITHIN PROPOSED ENTRANCE LIMIT. SAW-CUTS SHALL BE INCONFORMANCE WITH VDTO STD. WP-2 (STAGGERED EDGE). C2.03 DEMOLITION PLAN Project number: Date: Drawn by: Checked by: 21070C September 2, 2022 No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCE145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 40-23Revisions: Monteverde Engineering & Design Studio 250 E. Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 PROPOSED LEGEND ASPHALT, CONCRETE, AND ASSOCIATEDINFRASTRUCTURE TO BE REMOVED DEMOLITION BUILDING, WALL AND OVERHANG AREA(S) TO BE REMOVED DEMOLITION NOTES: 1. NO LAND DISTURBING ACTIVITY SHALL OCCUR PRIOR TO OBTAINING A LAND DISTURBANCE PERMIT. 2. ALL WASTES AND UNSUITABLE MATERIALS ARE TO BE LEGALLY DISPOSED OF BY CONTRACTOR, NOBURNING, BURIAL, DISCHARGE, OR DUMPING IS ALLOWED ON SITE. 3. CONTRACTOR RESPONSIBLE FOR COORDINATING WITH ALL APPLICABLE UTILITY COMPANIES AND OWNER AS NECESSARY DURING CONSTRUCTION AND DURING RELOCATION OF EXISTING UTILITIES. 4. CONTRACTOR TO NOTIFY ENGINEER AND APPLICABLE UTILITY SERVICE PROVIDER OF ANY CONFLICTS WITH UNDERGROUND UTILITIES. 5. CONTRACTOR TO SUPPLY THE COUNTY OF FREDERICK WITH THE NAME AND CERTIFICATION NUMBER OF THE RESPONSIBLE LAND DISTURBER AND POST THE LAND DISTURBANCE BOND AT THE AMOUNT SET BY THE COUNTY OF FREDERICK WHEN OBTAINING THE LAND DISTURBANCE PERMIT. 6. CONTRACTOR RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMIT, BONDS, AND FEES AT CONTRACTORS EXPENSE FOR THIS PROJECT THAT HAVE NOT BEEN OBTAINED BY OWNER. CONTRACTOR SHALL COORDINATE WITH OWNER. 7. DEMOLITION CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD. ANY DISCREPANCIES FOUND SHALL BE REPORTED TO OWNER AND CIVIL ENGINEER PRIOR TO ANY SUBMISSION OF BIDS. 8. ALL PORTIONS OF WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL, STATE, AND NATIONAL CODES (ORDINANCES AND STANDARDS). 9. CONTRACTOR TO ESTABLISH AND PROPERLY FLAG EXTERIOR PROPERTY LINES PRIOR TO DEMOLITION. 10. DEMOLITION CONTRACTOR TO ACQUIRE ALL NECESSARY PERMITS TO COMPLETE DEMOLITION. VERIFY WITH THE COUNTY'S BUILDING DEPARTMENT, ZONING, RIGHT OF WAY, AND ALL OTHER GOVERNING AUTHORITIES. 11. DEMOLITION CONTRACTOR TO NOTIFY UTILITY NOTIFICATION CENTER NO LESS THAN 48 HOURS OR MORE THAN FIVE WORKING DAYS PRIOR TO DEMOLITION OF EXISTING UTILITIES AS REQUIRED BY LOCAL UTILITIES. 12. DEMOLITION CONTRACTOR TO PROVIDE ALL BARRICADES, SCAFFOLDING, AND OTHER MEANS OF PROTECTION REQUIRED TO COMPLY WITH ALL STATE LAWS, AND LOCAL MUNICIPAL ORDINANCES TO SAFEGUARD AGAINST INJURY TO PERSONS AND/OR DAMAGE TO ADJOINING PROPERTIES. 13. ANY FILL MATERIAL REQUIRED SHALL BE CLEAN, NO CONCRETE RUBBLE, ORGANIC MATTER, DEMOLITION DEBRIS, STONES LARGER THAN 2 INCHES IN ANY DIRECTION, ETC. 14. CONTRACTOR RESPONSIBLE FOR REPAIRING ANY DAMAGED SITE ELEMENTS NOT SPECIFICALLY PLANNED FOR DEMOLITION. 15. SAWCUT SHALL BE STAGGERED BETWEEN PAVEMENT AND STONE LAYERS TO ALLOW FOR JOINTED UNION WITH NEW PAVEMENT STRUCTURE. 16. ALL TREES AND DECORATIVE LANDSCAPING OUTSIDE OF DEMO LIMITS SHALL BE PRESERVED OR REPLACED, AS NEEDED. SOR SOR APPROVED FOR CONSTRUCTION Sept 20, 2023 N 79°26'02" W 1 4 9 . 0 7 '271.84'N 32°45'50" E 460.20188.36'187.53'S 14°17'57" W 344.26156.73' E EN 32°48'48" E 297.81'CRS CRS DC DC DC DC TS MU CRSRWD DD DD TS MU TS MU RWD DD DD 806808810 ST 808810812ST DRAINAGE AREA TO SEDIMENT TRAP 1 DA = 1.75 AC OFFSITE DRAINAGE AREA TO DITCH. DRAINAGE AREA TO SEDIMENT TRAP 2 DA = 1.46 AC TOP OF EMBANKMENT ELEVATION AT 810' LEAVE ST1 IN PLACE AS LONG AS POSSIBLE. SEE NOTE 16 FOR INFO ON TRAP COMMISSIONING ANDDECOMMISSIONING. TOP OF EMBANKMENT ELEVATION AT 812' TRAP OUTLET AT 810' FILL AREA TO 812' TO ENSURE POSITIVE DRAINAGE TO ST. TRAP OUTLET AT 808' LEAVE ST2 IN PLACE AS LONG AS POSSIBLE. SEE NOTE 16 FOR INFO ON TRAP COMMISSIONING AND DECOMMISSIONING. FILL AREA TO 810' TO ENSURE POSITIVE DRAINAGE TO ST. ENSURE CULVERT IS IN PLACE AND DITCH IS GRADED AND STABILIZED AS A FIRST STEP MEASURE TO PREVENT OFFSITE WATER FROM ENTERING ST2 DRAINAGE AREA. CIP 812 IP TOPSOIL STOCKPILE CIP CE IP SF SF SF TOPSOIL STOCKPILE SF C3.01 ESC PLAN PHASE I Project number: Date: Drawn by: Checked by: 21070C September 2, 2022 No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCE145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 40-23Revisions: Monteverde Engineering & Design Studio 250 E. Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 DD TEMPORARY SEDIMENT TRAP (3.13) IP STORM DRAIN INLET PROTECTION (3.07) SF WIRE REINFORCED SILT FENCE (3.05) CE CONSTRUCTION ENTRANCE (3.02) CRS CONSTRUCTION ROAD STABILIZATION (3.03)CRS TOTOTOP SOILING (3.30) TSTSTEMPORARY SEEDING (3.31) MUMUMULCHING (3.35) PSPSPERMANENT SEEDING (3.32) DCDCDUST CONTROL (3.39) X LIMITS OF DISTURBANCE PROPOSED EROSION AND SEDIMENT CONTROL LEGEND LOD ST TEMPORARY DIVERSION DIKE (3.09)DD ST CWCWCONCRETE WASHOUT RWD TEMPORARY RIGHT-OF-WAY DIVERSION (3.11)RWD CIP CULVERT INLET PROTECTION (3.08) EROSION AND SEDIMENT CONTROL SEQUENCING ·SOILS ON SITE ARE LIKELY TO BE URBAN SOILS COMPACTED AND MIXED FROM PREVIOUS DEVELOPMENT. ·A COPY OF EROSION & SEDIMENT CONTROL PLANS AND PERMIT MUST BE KEPT ON SITE AT ALL TIMES. ·ALL PUMPING OF SEDIMENT LADEN WATER FROM EXCAVATIONS SHALL BE THROUGH A SEDIMENT FILTER BAG OVER A STABILIZED SURFACE. ·CONCRETE WASH WATER SHALL BE HANDLED IN ACCORDANCE WITH LOCAL ORDINANCES. IN NO CASE SHALL IT BE ALLOWED TO ENTER ANY SURFACE OR GROUND WATER SYSTEMS. PHASE I: 1. CONTRACTOR IS TO SCHEDULE PRE-CONSTRUCTION MEETING WITH VIRGINIA EROSION & SEDIMENT CONTROL PROGRAM (VESCP) AUTHORITY AND ENGINEER OFRECORD. 2. NOTIFY VESCP AUTHORITY AT LEAST 1 WEEK PRIOR TO LAND DISTURBING ACTIVITIES. 3. THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. 4. INSTALL INLET PROTECTION ON THE EXISTING INLET LOCATIONS ADJACENT TO SITE. 5. INSTALL CONSTRUCTION ENTRANCE, PERIMETER CONTROLS (E.G. SILT FENCING, DIVERSIONS), CONSTRUCTION ROAD STABILIZATION, AND SEDIMENT TRAPS. FILL AREAS TO SEDIMENT TRAPS AS SHOWN ON PLAN. PRIOR TO THE START OF THE SHEETZ PROJECT, REIMPLEMENT ESC MEASURES AS PLAN SHOWS. 6. INSTALL CULVERT IN DITCH TO EXISITING STORM STRUCTURE AND GRADE DITCH AND STABILIZE TO ENSURE OFFSITE WATER DOESN'T INTERFERE WITH SEDIMENT TRAP #2 DRAINAGE AREA. 7. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLICROADS, 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 WITH DRY METHODS (NO WASHING) AT THE END OF EACH DAY.8. CLEAR AND GRUB SITE. 9. REMOVE AND STOCKPILE TOPSOIL FOR REUSE AT CLOSE OF PROJECT. PHASE II: 10. COMMENCE ROUGH GRADING, CUT AND FILL. PLACE FILL IN LIFTS NO GREATER THAN 8", COMPACT TO 95% MAX PROCTOR DENSITY. DO NOT PLACE FILL IF IN SITU SOIL OR FILL MATERIAL IS SATURATED OR FROZEN. GRADE SITE SO THAT ALL AREAS WITHIN BOTH SEDIMENT TRAP DRAINAGE AREAS, AS DEPICTED ON PHASE I E&S PLAN, DRAIN TO THE RESPECTIVE TRAP PRIOR TO FINAL GRADING. 11. INSTALL SITE UTILITY INFRASTRUCTURE, SEQUENCING APPROPRIATELY FOR ALLUTILITY CROSSINGS. 12. INSTALL INLET PROTECTION ON EACH STORM SEWER INLET AS EACH INLET IS INSTALLED.13. INSTALL BUILDING FOUNDATION. FILL AREAS SHALL SLOPE TOWARDS SEDIMENT TRAP DRAINAGE AREAS UNTIL FINAL GRADING IS ESTABLISHED. 14. BRING BUILDING PAD TO GRADE AND STABILIZE. 15. BRING PARKING AREA TO GRADE AND STABILIZE. 16. BRING SITE TO FINAL GRADE AND PLACE CRS AND TS AS DEPICTED IN PHASE II E&S PLAN. TEMPORARILY DECOMMISSION SEDIMENT TRAPS AFTER HANG 10 PROJECT CRS AND TS ARE IN PLACE AND WITH PERMISSION FROM VESCP AUTHORITY.SEDIMENT TRAPS SHALL BECOME ACTIVE AGAIN PRIOR TO THE START OF THE SHEETZ PROJECT. TRAPS SHALL BE DESIGNED TO THE SPECIFICATIONS SHOWN ON PLAN DETAIL. ANY CONFLICT WITH THE DESIGN SHALL BE CONSULTED WITH ENGINEER OF RECORD. PERMANENTLY DECOMMISSION SEDIMENT TRAPS ONCE CRS AND TS ARE IN PLACE. 17. INSTALL THE TWO STORMTECH SYSTEMS. 18. CLOSE OPENING TO DITCH CULVERT ONCE SHEETZ STORM NETWORK IS IN PLACE.19. UPON TEMPORARY CESSATION OF AN EARTH DISTURBING ACTIVITY OR ANY STAGE OR PHASE OF AN ACTIVITY WHERE A CESSATION OF EARTH DISTURBANCE WILL EXCEED 4 DAYS THE SITE SHALL BE IMMEDIATELY SEEDED, MULCHED OR OTHERWISE PROTECTED FROM EROSION AND SEDIMENTATION PENDING FUTURE EARTH DISTURBING ACTIVITIES. 20. IMMEDIATELY AFTER EARTH DISTURBING ACTIVITIES CEASE, THE CONTRACTOR SHALL STABILIZE THE DISTURBED AREAS. IF WEATHER DOES NOT PERMIT VEGETATION, MULCH MUST BE APPLIED (VESCH - 3.35). 21. INSTALL CURBS AND ASPHALT PAVING, RETAINING WALLS AND SIDEWALKS. 22. IN AREAS TO BE TOPSOILED AND PLANTED SCARIFY SUBSOIL 6 TO 12 INCHES PRIOR TO PLACEMENT OF TOPSOIL. ALL AREAS TO BE VEGETATED SHALL HAVE 4 INCHES MINIMUM TOPSOIL. TOPSOIL SHALL NOT BE PLACED WHEN FROZEN OR EXCESSIVELY WET. 23. REPEAT CONSTRUCTION SEQUENCE FOR SHEETZ SITE. REVIEW NOTE 16 FOR INFORMATION ON SEDIMENT TRAPS COMMISSIONING AND DECOMMISSIONING. JL SOR APPROVED FOR CONSTRUCTION Sept 20, 2023 E E 812 LOADING SHEETZFUEL & C O N V E N I E N C E STORE~6,139 SF TanksDOG WASH105MAT WASH106RESTROOM102OFFICE101LOBBY100WASH TUNNEL104EQUIPMENT ROOM103MCC ROOM107817 816 812 808 811 NYLOPLAST DO NO T PO LL UT EDRAINS TO WATERWAYSFLOW DIREC T I ON DUCTILE IRONNYLOPLASTDO NOT P OLL U TE D RA I N S T O WA T ERW A YS NYLOPLASTDO NOT POLLUTE DRAINS TO WATERW A Y S FLOW DIRECTION DUCTILE IRONNYLOPLAST DO NOT POLLUTE DRAINS TO W A T E R W A Y S NYLOPLAST DO NOT POLLUTEDRAINS TO WATERW A Y S FLOW DIRECTION DUCTILE IRON NYLOPLAS T DO NOT POLLUTE DRAINS TO WATERWAY S NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYS FLOW DIRECTION DUCTILE IRON NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLA ST DO NOT POLLUTEDRAINS TO WATERWAYS FLOW D I R ECT I ON DUCTILE IRONNYLOPLAST DO NOT PO L LUT E D R A INS TO W ATE R WA Y S NYLOPLAS T DO NOT POLLUTE DRAINS TO WA TE RWAYS FLOW DIRE C T IO N DUCTILE IRONNYLOPLASTDO NOT P OLL U TE D RA I N S T O WA T ERW A YS NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYS FLOW DIRE C T I O N DUCTILE IRONNYLOPLAST DO NOT PO L L U T E DRAINS T O W A T E R WAYSNYLOPLASTDO NOT POLLUTEDRAIN S TO WAT ERWAY S FLOW DIREC T ION DUCTILE IRON NYLOPLAST DO NOT P O LLU T E D R AIN S TO WAT E RW A Y S NYLOPLAST DO NOT PO LL UT EDRAINS TO WATERWAYSFLOW DIREC T ION DUCTILE IRONNYLOPLASTDO NOT P O LLU T E D R AIN S TO WAT E RW A Y S NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECT I ON DUCTILE IRON NYLOPLASTDO NOT PO L LUT E DR A I NS T O WA T ERW A YS NYLOPL AST DO NOT P OLL UTE DRAINS TO WAT ERW AYS FLOW DIRECT I O N DUCTILE IRON NYLOPLAST DO NOT POLLU T E D R A I N S TO W A T ER W A Y S NYLOPLA ST DO NOT P OLLU TE DRAINS T O W ATER WA Y S FLOW DIR E C T ION DUCTILE IRON NYLOPLAST DO NOT POLLU T E D RAI N S T O WA T E R WAY S 810813812813 81281381181181381 3 812813810 811810 81181181 2 81 3 815811 812 809 815 810814 811 8128138 1 3 814814 8 1 4 812 811 813 812 811 IP IP IP IP IP CW TO TS PS MU TO TS PS MU TO TS PS MU TO TS PS MU TO TS PS MU IP TO TS PS MU TO TS PS MU TO TS PS MU TO TS PS MU TO TS PS MU TO TS PS MU CIP IP TOPSOIL STOCKPILE IP CIP IP IP IP CE IP IP SF SF SF TOPSOIL STOCKPILE SF CLOSE 18" OPENING TO STR-25 UPON COMPLETION OF SHEETZ STORM INFRASTRUCTURE. TO TS PS MU TO TS PS MU CONCRETE WASHOUT MAY BE RELOCATED AT CONTRACTOR'S PREFERENCE - MUST REMAIN EASILY ACCESSIBLE. C3.02 ESC PLAN PHASE II Project number: Date: Drawn by: Checked by: 21070C September 2, 2022 No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCE145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 40-23Revisions: Monteverde Engineering & Design Studio 250 E. Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 DD TEMPORARY SEDIMENT TRAP (3.13) IP STORM DRAIN INLET PROTECTION (3.07) SF WIRE REINFORCED SILT FENCE (3.05) CE CONSTRUCTION ENTRANCE (3.02) CRS CONSTRUCTION ROAD STABILIZATION (3.03)CRS TOTOTOP SOILING (3.30) TSTSTEMPORARY SEEDING (3.31) MUMUMULCHING (3.35) PSPSPERMANENT SEEDING (3.32) DCDCDUST CONTROL (3.39) X LIMITS OF DISTURBANCE PROPOSED EROSION AND SEDIMENT CONTROL LEGEND LOD ST TEMPORARY DIVERSION DIKE (3.09)DD ST CWCWCONCRETE WASHOUT RWD TEMPORARY RIGHT-OF-WAY DIVERSION (3.11)RWD CIP CULVERT INLET PROTECTION (3.08) EROSION AND SEDIMENT CONTROL SEQUENCING ·SOILS ON SITE ARE LIKELY TO BE URBAN SOILS COMPACTED AND MIXED FROMPREVIOUS DEVELOPMENT. ·A COPY OF EROSION & SEDIMENT CONTROL PLANS AND PERMIT MUST BE KEPT ON SITE AT ALL TIMES. ·ALL PUMPING OF SEDIMENT LADEN WATER FROM EXCAVATIONS SHALL BE THROUGH A SEDIMENT FILTER BAG OVER A STABILIZED SURFACE. ·CONCRETE WASH WATER SHALL BE HANDLED IN ACCORDANCE WITH LOCAL ORDINANCES. IN NO CASE SHALL IT BE ALLOWED TO ENTER ANY SURFACE ORGROUND WATER SYSTEMS. PHASE I: 1. CONTRACTOR IS TO SCHEDULE PRE-CONSTRUCTION MEETING WITH VIRGINIA EROSION & SEDIMENT CONTROL PROGRAM (VESCP) AUTHORITY AND ENGINEER OF RECORD. 2. NOTIFY VESCP AUTHORITY AT LEAST 1 WEEK PRIOR TO LAND DISTURBING ACTIVITIES. 3. THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL EROSION ANDSEDIMENT CONTROL MEASURES. 4. INSTALL INLET PROTECTION ON THE EXISTING INLET LOCATIONS ADJACENT TO SITE. 5. INSTALL CONSTRUCTION ENTRANCE, PERIMETER CONTROLS (E.G. SILT FENCING, DIVERSIONS), CONSTRUCTION ROAD STABILIZATION, AND SEDIMENT TRAPS. FILLAREAS TO SEDIMENT TRAPS AS SHOWN ON PLAN. PRIOR TO THE START OF THE SHEETZ PROJECT, REIMPLEMENT ESC MEASURES AS PLAN SHOWS. 6. INSTALL CULVERT IN DITCH TO EXISITING STORM STRUCTURE AND GRADE DITCHAND STABILIZE TO ENSURE OFFSITE WATER DOESN'T INTERFERE WITH SEDIMENT TRAP #2 DRAINAGE AREA. 7. 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 WITH DRY METHODS (NO WASHING) AT THE END OF EACH DAY. 8. CLEAR AND GRUB SITE. 9. REMOVE AND STOCKPILE TOPSOIL FOR REUSE AT CLOSE OF PROJECT. PHASE II: 10. COMMENCE ROUGH GRADING, CUT AND FILL. PLACE FILL IN LIFTS NO GREATER THAN 8", COMPACT TO 95% MAX PROCTOR DENSITY. DO NOT PLACE FILL IF IN SITU SOIL OR FILL MATERIAL IS SATURATED OR FROZEN. GRADE SITE SO THAT ALL AREAS WITHIN BOTH SEDIMENT TRAP DRAINAGE AREAS, AS DEPICTED ON PHASE I E&S PLAN, DRAIN TO THE RESPECTIVE TRAP PRIOR TO FINAL GRADING. 11. INSTALL SITE UTILITY INFRASTRUCTURE, SEQUENCING APPROPRIATELY FOR ALLUTILITY CROSSINGS. 12. INSTALL INLET PROTECTION ON EACH STORM SEWER INLET AS EACH INLET IS INSTALLED. 13. INSTALL BUILDING FOUNDATION. FILL AREAS SHALL SLOPE TOWARDS SEDIMENT TRAP DRAINAGE AREAS UNTIL FINAL GRADING IS ESTABLISHED. 14. BRING BUILDING PAD TO GRADE AND STABILIZE. 15. BRING PARKING AREA TO GRADE AND STABILIZE. 16. BRING SITE TO FINAL GRADE AND PLACE CRS AND TS AS DEPICTED IN PHASE II E&S PLAN. TEMPORARILY DECOMMISSION SEDIMENT TRAPS AFTER HANG 10 PROJECT CRS AND TS ARE IN PLACE AND WITH PERMISSION FROM VESCP AUTHORITY. SEDIMENT TRAPS SHALL BECOME ACTIVE AGAIN PRIOR TO THE START OF THE SHEETZ PROJECT. TRAPS SHALL BE DESIGNED TO THE SPECIFICATIONS SHOWN ON PLAN DETAIL. ANY CONFLICT WITH THE DESIGN SHALL BE CONSULTED WITH ENGINEER OF RECORD. PERMANENTLY DECOMMISSION SEDIMENT TRAPS ONCE CRSAND TS ARE IN PLACE. 17. INSTALL THE TWO STORMTECH SYSTEMS. 18. CLOSE OPENING TO DITCH CULVERT ONCE SHEETZ STORM NETWORK IS IN PLACE.19. UPON TEMPORARY CESSATION OF AN EARTH DISTURBING ACTIVITY OR ANY STAGE OR PHASE OF AN ACTIVITY WHERE A CESSATION OF EARTH DISTURBANCE WILL EXCEED 4 DAYS THE SITE SHALL BE IMMEDIATELY SEEDED, MULCHED OR OTHERWISE PROTECTED FROM EROSION AND SEDIMENTATION PENDING FUTURE EARTH DISTURBING ACTIVITIES. 20. IMMEDIATELY AFTER EARTH DISTURBING ACTIVITIES CEASE, THE CONTRACTOR SHALL STABILIZE THE DISTURBED AREAS. IF WEATHER DOES NOT PERMIT VEGETATION, MULCH MUST BE APPLIED (VESCH - 3.35). 21. INSTALL CURBS AND ASPHALT PAVING, RETAINING WALLS AND SIDEWALKS.22. IN AREAS TO BE TOPSOILED AND PLANTED SCARIFY SUBSOIL 6 TO 12 INCHES PRIOR TO PLACEMENT OF TOPSOIL. ALL AREAS TO BE VEGETATED SHALL HAVE 4 INCHES MINIMUM TOPSOIL. TOPSOIL SHALL NOT BE PLACED WHEN FROZEN OR EXCESSIVELYWET.23. REPEAT CONSTRUCTION SEQUENCE FOR SHEETZ SITE. REVIEW NOTE 16 FOR INFORMATION ON SEDIMENT TRAPS COMMISSIONING AND DECOMMISSIONING. JL SOR APPROVED FOR CONSTRUCTION Sept 20, 2023 EROSION AND SEDIMENT CONTROL NARRATIVE 1.PROJECT DESCRIPTION: THIS PROJECT WILL CONSIST OF A SHEETZ FUEL AND CONVENIENCE STORE, A HANG 10 CAR WASH, AND PARKING FOR EMPLOYEES AND CUSTOMERS. THE DISTURBED AREA FOR THIS PROJECT WILL BE 4.07 AC. 2.EXISTING SITE CONDITIONS: THIS SITE IS LOCATED AT TBD BOTANICAL BOULEVARD FREDERICK COUNTY, VA 22603 AND PROJECT AREA CONSISTS OF EXISTING GRASS VEGETATION, TREES, AND SHRUBS. THE EXISTING SITE ALSO INCLUDES VARIOUS HOUSES AND SHEDS THAT WILL BE REMOVED. SLOPES RANGE FROM 2-15%. 3.ADJACENT AREAS: THIS PARCEL AND ALL ADJOINING PARCELS ARE ZONED B2. THE PARCEL TO THE NORTH IS AN UNDEVELOPED LOT OFF ECHO LANE THAT IS OWNED BY CRT PROPERTIES LLC. , THE PARCEL TO THE EAST IS WINCHESTER MEDICAL CENTER LOCATED OFF BOTANICAL BLVD., THE PARCEL TO THE SOUTH IS A MULTI-USE BUILDING OFF NORTHWESTERN TURNPIKE THAT CONSISTS OF UNITED BANK AND HADDOX ANNETTA (PHYSICAL THERAPY), AND THE PARCEL TO THE WEST IS FIRST BANK AND PRIMAX PROPERTIES LOCATED ON CROCK WELLS MILL DRIVE. 4.OFF-SITE AREAS: THIS SITE WILL NOT REQUIRE SOIL FROM OFF SITE. ANY OFF-SITE LAND-DISTURBING ACTIVITY ASSOCIATED WITH THE PROJECT MUST BE PERMITTED THROUGH THE APPROPRIATE JURISDICTION. 5.SOILS: THE SITE LIES IN THE FOLLOWING SOIL TYPES: - CARBO-OAKLET, VERY ROCKY SILT LOAMS, 2-15% SLOPES (6C) - FREDERICK-POPLIMENTO LOAMS, 2-7% SLOPES (14B) *SEE SHEET C3.01 AND CALCULATION PACKET FOR ADDITIONAL SOIL DESCRIPTION AND INFORMATION. 6.CRITICAL AREAS: THERE ARE NO WETLANDS, SPRINGS, OR WATER BODIES ON SITE. STEEP SLOPES ON SITE WILL BE LINED WITH RIP-RAP OR EROSION CONTROL MATTING TO STABILIZE THE SLOPE AND PREVENT EROSION. 7.EROSION AND SEDIMENT CONTROL MEASURES: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992, AS WELL AS ANY ADDITIONAL MEASURES REQUIRED BY APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. STRUCTURAL PRACTICES 3.02 - CONSTRUCTION ENTRANCE - A STABILIZED STONE PAD WITH FILTER FABRIC UNDERLINER LOCATED AT POINTS OF VEHICULAR INGRESS AND EGRESS ON A CONSTRUCTION SITE. MAINTENANCE: WHEN STONE IS CHOKED WITH SEDIMENT PERIODIC TOP DRESSING WITH ADDITIONAL STONE, WASH AND REWORKING OF THE EXISTING TONE AS CONDITIONS DEMAND AND/OR CLEANOUT OF TRAPPED SEDIMENT. 3.03 - CONSTRUCTION ROAD STABILIZATION - THE TEMPORARY STABILIZATION OF ACCESS ROADS, SUBDIVISION ROADS, PARKING AREA, AND OTHER ON-SITE VEHICULAR TRANSPORTATION ROUTES WITH STONE IMMEDIATELY AFTER GRADING. MAINTENANCE: PERIODIC TOP DRESSING AND MAINTAINING A VIGOROUS STAND OF VEGETATION ADJACENT TO CONSTRUCTION ROAD. 3.05 - SILT FENCE BARRIER - A TEMPORARY SEDIMENT BARRIER CONSISTING OF A SYNTHETIC FILTER FABRIC STRETCHED ACROSS AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED. SILT FENCE SHALL BE REINFORCED WITH WIRE BACKING. MAINTENANCE: SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 3.07 - STORM DRAIN INLET PROTECTION - A SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A STORM DRAIN DROP INLET OR CURB INLET. MAINTENANCE: STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN DEPTH OF THE TRAP. 3.08 - CULVERT INLET PROTECTION - A SEDIMENT FILTER LOCATED AT THE INLET TO STORM CULVERTS. MAINTENANCE: STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. AGGREGATE SHALL BE REPLACED OR CLEANED WHEN INSPECTION REVEALS THAT CLOGGED VOIDS ARE CAUSING PONDING PROBLEMS WHICH INTERFERE WITH ON-SITE CONSTRUCTION. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN DEPTH OF THE TRAP. 3.09 - TEMPORARY DIVERSION DIKE - A TEMPORARY RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING DISTURBED AREA. MAINTENANCE: THE MEASURE SHALL BE INSPECTED AFTER EVERY STORM AND REPAIRS MADE TO THE DIKE, FLOW CHANNEL, OUTLET OR SEDIMENT TRAPPING FACILITY, AS NECESSARY. ONCE EVERY TWO WEEKS, WHETHER A STORM EVEN HAS OCCURRED OR NOT, THE MEASURE SHALL BE INSPECTED AND REPAIRS MADE IF NEEDED. DAMAGES CAUSED BY CONSTRUCTION TRAFFIC OR OTHER ACTIVITY MUST BE REPAIRED BEFORE THE END OF EACH WORKING DAY. 3.11 - TEMPORARY RIGHT OF WAY DIVERSION - A RIDE OF COMPACTED SOIL OR LOOSE ROCK OR GRAVEL CONSTRUCTED ACROSS DISTURBED RIGHTS-OF-WAY AND SIMILAR SLOPING AREAS. MAINTENANCE: THE PRACTICE SHALL BE INSPECTED AFTER EVERY RAINFALL AND REPAIRS MADE IF NECESSARY. AT LEAST ONCE EVERY TWO WEEKS, WHETHER A STORM HAS OCCURRED OR NOT, THE MEASURE SHALL BE INSPECTED AND REPAIRS MADE IF NEEDED. RIGHT-OF-WAY DIVERSIONS, WHICH ARE SUBJECT TO DAMAGE BY VEHICULAR TRAFFIC, SHOULD BE RESHAPED AT THE END OF EACH WORKING DAY. 3.13 - TEMPORARY SEDIMENT TRAP - A TEMPORARY PONDING AREA FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WITH A STONE OUTLET. MAINTENANCE: SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN VOLUME OF THE WET STORAGE. SEDIMENT REMOVED FROM THE BASIN SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE AND CAUSE SEDIMENTATION PROBLEMS. FILTER STONE SHALL BE REGULARLY CHECKED TO INSURE THAT FILTRATION PERFORMANCE IS MAINTAINED. STONE CHOCKED WITH SEDIMENT SHALL BE REMOVED AND CLEANED OR REPLACED. THE STRUCTURE SHOULD BE CHECKED REGULARLY TO ENSURE THAT IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED BY EROSION OR CONSTRUCTION EQUIPMENT. THE HEIGHT OF THE STONE OUTLET SHOULD BE CHECKED TO ENSURE THAT ITS CENTER IS AT LEAST ONE FOOT BELOW THE TOP OF THE EMBANKMENT. VEGETATIVE PRACTICES 3.30 - TOPSOIL (STOCKPILE) - METHODS OF PRESERVING AND USING THE SURFACE LAYER OF UNDISTURBED SOIL, OFTEN ENRICHED IN ORGANIC MATTER, IN ORDER TO OBTAIN A MORE DESIRABLE PLANTING AND GROWTH MEDIUM. 3.31 - TEMPORARY SEEDING - THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS BY SEEDING WITH APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS. 3.32 - PERMANENT SEEDING - THE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLANTING SEED. 3.35 - MULCHING - APPLICATION OF PLANT RESIDUES OTHER SUITABLE MATERIALS TO THE SOIL SURFACE. 3.39 - DUST CONTROL - REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING, DEMOLITION, AND CONSTRUCTION ACTIVITIES. 8.PERMANENT STABILIZATION: ALL DISTURBED AREAS SHALL BE STABILIZED WITH PERMANENT SEEDING WITHIN SEVEN WORKING DAYS OF FINAL GRADING, WEATHER AND SOIL CONDITIONS PERMITTING, AS SPECIFIED IN THE PROJECT'S STANDARDS AND SPECIFICATIONS FOR VIRGINIA. 9.STORMWATER RUNOFF CONSIDERATIONS: ·IN THE PRE-DEVELOPMENT CONDITION, RUNOFF FROM THE PROPERTY FLOWS TO THE SOUTH AND THE EAST WHERE IT ENTERS AN EXISTING STORM SEWER NETWORK GOING SOUTH TOWARDS ABRAMS CREEK TO ITS CONFLUENCE OF LOWER OPEQUON CREEK. ·THE RECEIVING STREAM IN ALL DIRECTIONS IS LOWER OPEQUON CREEK - ABRAMS CREEK (PU17). ABRAMS CREEK IS IMPAIRED WITH E. COLI AND SEDIMENT. ·THE PROPOSED SITE IMPROVEMENTS WILL CREATE 2.99 AC OF IMPERVIOUS AREA; AN INCREASE OF 2.78 AC. PRE DEVELOPMENT OFFSITE DRAINAGE WILL FLOW TO AN INSTALLED DITCH AND CULVERT THEN OUTLET TO THEEXISTING STORM DRAIN INLET ON THE NORTHEAST PORTION OF THE SITE. A PORTION OF THE POST DEVELOPMENT IMPERVIOUS AREA WILL DRAIN TO A STORMTECH STRUCTURE ON THE EAST PORTION OF THE SITE THAT WILL TIE INTO THE EXISTING STORM SEWER NETWORK. THE REMAINING IMPERVIOUS AREA WILL DRAIN TO A STORMTECH STRUCTURE ON THE SOUTHWEST PORTION OF THE SITE THAT WILL TIE INTO AN EXISTING STORM SEWER NETWORK. ·THIS SITE'S WATER QUALITY IS ADDDRESSED BY THE USE OF TWO ISOLATOR ROWS IN THE EAST STORMTECH SYSTEM AND ONE ISOLATOR ROW IN THE WEST STORMTECH SYSTEM, AS WELL AS BY PURCHASING NUTRIENT CREDITS. REFER TO THE SWM PLAN AND CALCULATION PACKET FOR MORE INFORMATION. 10.MAINTENANCE: THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF EROSION AND SEDIMENT CONTROLS. TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMPS SHALL BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE WITH THE APPROVED PROJECT SPECIFIC STANDARDS AND SPECIFICATIONS. REPAIR OF ALL INEFFECTIVE TEMPORARY ESC MEASURES SHALL OCCUR WITHIN 24 HOURS OF IDENTIFICATION, OR AS SOON AS CONDITIONS ALLOW IF COMPLIANCE WITH THIS TIME FRAME WOULD RESULT IN GREATER ENVIRONMENTAL IMPACTS. TEMPORARY BMPS WILL BE REMOVED UPON ACHIEVING VEGETATIVE STABILIZATION. DISTURBED AREAS NOT ATTAINING AN ACCEPTABLE VEGETATIVE COVER SHALL BE RE-SEEDED AS NEEDED UNTIL STABILIZATION IS ACHIEVED. TEMPORARY ESC BMPS SHOULD BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY BMPS ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. DISTURBED SOIL RESULTING FROM REMOVAL OF BMPS OR VEGETATION SHALL BE PERMANENTLY STABILIZED ON SITE. GENERAL EROSION AND SEDIMENT CONTROL NOTES: ES-1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS 9VAC25-840 EROSION AND SEDIMENT CONTROL REGULATIONS. ES-2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE-CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ES-5: PRIOR TO COMMENCING LAND-DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. ES-6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. ES-7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. ES-8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF-PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. MINIMUM STANDARDS (MS): ALL LAND-DISTURBING ACTIVITIES UNDERTAKEN ON PRIVATE AND PUBLIC LANDS IN THE COMMONWEALTH OF VIRGINIA MUST MEET THE 19 "MINIMUM STANDARDS" FOR ESC IN SECTION 9VAC25-840-40 OF THE VIRGINIA ESC REGULATIONS. THE APPLICANT WHO SUBMITS THE ESC PLAN TO THE PROGRAM AUTHORITY FOR APPROVAL IS RESPONSIBLE FOR ENSURING COMPLIANCE WITH THE MINIMUM STANDARDS THAT APPLY TO HIS/HER ACTIVITIES. 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; OR (2) (A) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE 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 DISSIPATORS 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. C3.03 ESC NOTES Project number: Date: Drawn by: Checked by: 21070C September 2, 2022 No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCE145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 40-23Revisions: Monteverde Engineering & Design Studio 250 E. Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 JL SOR APPROVED FOR CONSTRUCTION Sept 20, 2023 E E 18 LOADING SHEETZFUEL & CO N V E N I E N C E STORE~6,139 SF Tanks10' SHARE D U S E T R AI L 30.0' 50.5' 5.4' 30.0' 32.0' 75.0' 15.0' 20.0' 10.0' 10.0'6.0' 8.0' 5.0' 8.0' 20.0' 10.0' 14.0' 35.0' 35.5' 65.0' 51.5' 31.0' 14.0' 5.0' 14.0' 27.0' 69.4' 62.9' 24.0' 8.8' 8.9' 20.0' 13.0' 24.0' 18.0 ' 10.0' 8.0' 36.0' 14.0' 10.0' 20.0'9.0' 5' PARKING BUFFER 5' PARKING BUFFER 5' PARKING BUFFER 50' FRONT SETBACK (PRINCIPAL ARTERIAL) 50' FRONT SETBACK (PRINCIPAL ARTERIAL) APPROXIMATE 20' FCSA WATER & SEWER EASEMENT EXISTING PERMANENT ACCESS EASEMENT EXISTING 20' PRIVATE STORM DRAIN EASEMENT EXISTING PERMANENT ACCESS EASEMENT RETAINING WALL (TYP) RETAINING WALL CARWASH TUNNELEQUIPMENT ROOMS4' x 14' EQUIPMENT PAD (VAC PRODUCER) REFER TO BLDG PLANS FOR DETAILS. PAY STATIONS & CANOPIES (3). REFER TO BLDG PLANS. LICENSE PLATE READER BOOM & CAMERA. REFER TO BLDG PLANS. PROPERTY LINE CG-2 (TYP.)EX. FIRE HYDRANT CG-6 (TYP.) CG-2 (TYP.) CG-6 (TYP.) 5' CONCRETE SIDEWALK VDOT STD. CG-11 ENTRANCETREATMENT WITH FLOW LINE VDOT STD. CG-11 ENTRANCE TREATMENT WITH FLOW LINE REPLACE EXISTING ENTRANCE WITH IN-LINE CG-7 BOLLARD (TYP) CG-2 (TYP.) DUMPSTER PAD & ENCLOSURE; REFER TO BLDG PLANS BUMPERPOST, BRONZE (TYP) 24" CONCRETE S/W TRANSITION PROPANE TANK CAGE W/ 4"-THICK CONCRETE PAD MILL AND OVERLAY LIMIT PER VDOT DETAIL WP-2 MILL AND OVERLAY LIMIT PER VDOT DETAIL WP-2 CG-2 (TYP . ) CG-6 (TYP . ) 5' CONCRETE SIDEWALK, PLACED WITH BACK EDGE LOCATED 1.0' FROM R/W LINE CG-7 (TO R/W). THEN TRANSITION TO CG-6 OVER 4 LF. ENCLOSURE BACK WALL TOBEHAVE AS RETAINING WALL EXISTING UD-4 BENEATH THE ENTRANCE SHALL BE REPLACED WITH NON-PERFORATED PIPE PER THE VDOT UD-4 STANDARD DETAILS EXISTING UD-4 BENEATH THE ENTRANCE SHALL BE REPLACED WITH NON-PERFORATED PIPE PER THE VDOT UD-4 STANDARD DETAILS 6' X 7' TRANSFORMER PAD. SEE SVEC PAD DETAIL, SHEET C9.04. CONFIRM LOCATION WITH SVEC PRIOR TO POURING SLAB. ENSURE REQUIRED CLEARANCES TO TREES/STRUCTURES IS MAINTAINED DURING LANDSCAPING. CUT IN CG-12 TO EXISTING CURBLINE CG-12 (TYP) CG-6 (TYP) EX. CG-6 (TYP) TRANSITION FROMCG-7 TO CG-2OVER 4 LF CLEARANCE BAR (TYP)CG-2 (TYP.)VACUUM STANCHION (TYP) REFER TO EQUIPMENT PLANS DUMPSTER PAD & ENCLOSURE SEE DETAIL, C9.03 CG-2 (TYP.) CG-12 (TYP.) 4' x 14' EQUIPMENT PAD (VAC PRODUCER) REFER TO BLDG PLANS FOR DETAILS.CG-6 (TYP.)5.0' 24.0' 5' CONCRETE SIDEWALK 11.9' BOLLARDS (2) 20.0' 44.0'28.3' 20.6' 12.0' 5.0' 10.0'41.8' 74.7' R35.0' R25.0' R25.0' R60.0' R5.0'R8.0' R20.0' R3.0' R18.0' R18.0' R7.0' R3.0' R12.0'R6.0' R6.0' R4.0'R4.0' R5.0' R5.0'R5.0' R39.0' R10.0' R32.2' R25.0' R15.0' R3.0' (TYP) R8.0' R20.0' R10.0' R15.0' R2.0' R3.0' (TYP) R2.0' R8.0' R30.0' R50.0' R10.0' R2.5' R10.0' R25.0' R5.0' R8.0' R105.0' R2.5' R40.0'R30.0' R70.0' R35.0' R10.0'R15.0' R50.0' R65.0' R65.0' R65.0'R105.0' R105.0' CG-12B CG-12B 8.0' 8.0' R25.0' PARKING SUMMARY: FUEL & CONVENIENCE (PERSONAL SERVICES): 1 PER 200 GSF 5,700 GSF / 200 GSF = 28.5 SPACES REQUIRED FAST FOOD (SHEETZ MTO): 1.4 SPACES PER 100 GSF OF SEATING AREA 1.4 * 450 GSF / 100 = 6.3 SPACES CAR WASH (AUTO SERVICE): 2 PER SERVICE BAY + 1 PER 250 GSF OF OFFICE 2 + 350 GSF / 250 GSF = 4 SPACES REQUIRED VACUUM STALLS: 18 (NOT INCLUDED IN PARKING SUMMARY) TOTAL SPACES REQUIRED: 39 SPACES TOTAL SPACES PROVIDED: 43 SPACES (INCL. 4 ADA SPACES, PLUS 1 LOADING SPACE) C4.01 SITE PLAN SOR Project number: Date: Drawn by: Checked by: 21070C September 2, 2022 No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCE145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 40-23Revisions: Monteverde Engineering & Design Studio 250 E. Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT HEAVY DUTY CONCRETE LIGHT DUTY CONCRETE SITE PLAN NOTES: 1. NEW PAVEMENT SHALL BE MADE FLUSH WITH ADJACENT FOR SMOOTH TIE-INS.2. TRASH WILL BE COLLECTED IN AN ON-SITE DUMPSTER. THE DUMPSTER SHALL BE SCREENED IN ACCORDANCE TO SECTION 165-204.11(D). SCREENING MATERIAL TO BE MASONRY BLOCK; REFER TO SHEET C9.03 AND BLDG PLANS FOR ADDITIONAL INFO.3. 10' LANDSCAPE STREET YARD REQUIRED PER SECTION 165-202.01-D.6.A OF COUNTY CODE. 4. ANY SIGNAGE ASSOCIATED WITH DEVELOPMENT WILL REQUIRE SEPARATE PERMITTING; NOT INCLUDED ON THIS PLAN. 5. A MAINTENANCE OF TRAFFIC (MOT) PLAN MUST BE SUBMITTED TO AND APPROVED BY VDOT PRIOR TO ISSUANCE OF VDOT LAND USE PERMITS FOR WORK WITHIN PUBLIC RIGHT OF WAY. SHOULDER CLOSURES SHALL BE IN ACCORDANCE WITH VDOT WAPM TTC-4.2. 6. ALL SHEETZ PARKING SPACES SURROUNDING BUILDING SHALL BE FLUSH WITHPAVEMENT. WIPE DOWN 6" CURB OVER LAST 4' ABUTTING SIDEWALK. 7. SHEETZ PICK-UP LANE SHALL HAVE 6" CURB BETWEEN PAVEMENT AND BUILDING FACE. 8. COLOR AND PATTERN OF STAMPED CONCRETE SIDEWALK SURROUNDING SHEETZ SHALL BE COORDINATED WITH ARCHITECT. 9. BUMPERPOSTS SURROUNDING SHEETZ SHALL BE SET TWO (2) PER STALL, 5.0' SPACING ON CENTER. 10. BOLLARDS SURROUNDING SHEETZ SHALL BE 6" IN DIAMETER AND SPACED 20.0' ON CENTER.11. HEAVY DUTY CONCRETE TO BE UTILIZED FOR ALL PADS AND PARKING AREAS. LIGHT DUTY MAY BE UTILIZED FOR PEDESTRIAN-ONLY SIDEWALKS/AREAS. MA SOR ASPHALT MILL & OVERLAY 6 1 SHARED USE PATH NOTES: 1. CONSTRUCTION OF SHARED USE PATH (SUP) SHALL BE IN ACCORDANCE WITH VDOT ROAD DESIGN MANUAL, APPENDIX A(1). 2. CG-12 RAMPS SERVING SUP SHALL BE CONCRETE, 4" IN DEPTH, 3000 PSI (MIN). 3. SHARED USE PATH SHALL NOT EXCEED 5% IN RUNNING SLOPE, NOR 2% IN CROSS SLOPE. 4. SHARED USE PATH SHALL BE PROVIDED 3'-WIDE GRASSED SHOULDERS AT 10% SLOPE (5% MIN, 25% MAX IF/AS NECESSARY TO DEVIATE FROM STANDARD). NO PLANTINGS SHALL BE LOCATED WITHIN SHOULDERS. 5. EDGE OF SUP AT CROSSWALK SHALL BE SPACED 8.0' (MIN) FROM FACE OF CURB ALONG ROUTE 50. 6. CENTERLINE OF SUP SHALL HAVE NO HORIZONTAL CURVATURE LESS THAN 60' INRADIUS. APPROVED FOR CONSTRUCTION Sept 20, 2023 E E LOADING SHEETZFUEL & CO N V E N I E N C E STORE~6,139 SF TanksCG-12B (TYP.)EQUIPMENT ROOMSPROPERTY LINE FIRE LANE MARKINGS, TYP. SEE MARKING OF FIRE LANES' NOTES THIS SHEET. R1-1 STOP SIGNAND STOP BAR R7-8, ACCESSIBLE PARKING SIGN AND STRIPING (TYP), SEE DETAIL SHEET C9.02 6" SOLID WHITE LINE PROPOSED FIREHYDRANT FIRE LANE MARKINGS, TYP. SEE MARKING OF FIRE LANES' NOTESTHIS SHEET. R1-1 STOP SIGN AND STOP BAR CG-12B (TYP.) ACCESSIBLE ROUTE (TYP.) CG-12B (TYP.) CG-12B (TYP.) CG-12B (TYP.) 6.0' R7-8, ACCESSIBLE PARKING SIGN, SEE DETAIL SHEET C9.03 (FACING ALL DESIGNATED ADA SPACES AROUND BUILDING) R6-1(R) ONE WAY SIGN SHAKA CLUB STENCIL (TYP) 6" SOLID WHITE LINES MARKING CROSSWALK, SPACED WITH 10' CENTER GAP ORDER STATION MENU BOARD CLEARANCE BARS CAMERA, BOOM, AND TRUSS SYSTEM STOP/DO NOT ENTER SIGNS & STOP BAR STOP/DO NOT ENTER SIGNS D/T DIRECTIONALSIGNAGE FREESTANDING SIGNAGE IF MULTI-TENANT, MAX HT = 12', MAX AREA = 50 SF IF SINGLE-TENANT, MAX HT = 25', MAX AREA = 150 SF CAR WASH DIRECTIONALSIGNAGE R5-1 'DO NOT ENTER' SIGNS AND TEXT R1-1 STOP SIGN AND STOP BAR 4" DOTTED WHITE LINE (2' LINE, 4' GAP) 4" DOTTED WHITE LINE (2' LINE, 4' GAP) R5-1 'DO NOT ENTER' SIGN AND DO NOT ENTER BAR/TEXT CLEARANCE BAR D/T DIRECTIONAL SIGNAGE CG-12B (TYP.) CAR WASH DIRECTIONAL SIGNAGE CAR WASHDIRECTIONAL SIGNAGECARWASH TUNNELCG-12B (TYP.) C4.02 LIFE SAFETY PLAN SOR Project number: Date: Drawn by: Checked by: 21070C September 2, 2022 No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCE145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 40-23Revisions: Monteverde Engineering & Design Studio 250 E. Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 MARKING OF FIRE LANES: 1. FIRE LANES SHALL BE DESIGNATED AND MARKED IN ACCORDANCE WITH FREDERICK COUNTY'S STANDARD FOR DESIGNATION AND MARKING OF FIRE LANES. AN ON SITE VISITSHALL BE SCHEDULED WITH THE FIRE MARSHAL'S OFFICE PRIOR TO THE PLACEMENT OF ANY SIGNS OR MARKINGS DESIGNATING A FIRE LANE. AN APPOINTMENT FOR THIS PURPOSE CAN BE SCHEDULED BY CALLING 540-665-5618 AT LEAST 48 HOURS PRIOR. 2. FINAL APPROVAL SHALL BE OBTAINED FROM THE FIRE MARSHAL'S OFFICE PRIOR TO THE PLACEMENT OF ANY SIGNS OR PAVEMENT MARKINGS DESIGNATING A FIRE LANE. 3. ALL MARKINGS SHALL BE MADE WITH RED, TRAFFIC GRADE PAINT, APPROPRIATE FOR THE SURFACE TO WHICH IT WILL BE APPLIED.4. ALL CURBS SHALL BE PAINTED YELLOW IN THE DESIGNATED FIRE LANES. 5. THE WORDS "NO PARKING FIRE LANE" SHALL BE MARKED EVERY 70 FEET ON CURBS WITH A MINIMUM OF FOUR-INCH HIGH WHITE LETTERS. WHERE THERE IS A CURB ON BOTHSIDES; THE CURB MARKINGS SHALL ALTERNATE EVERY 35 FEET. 6. IN AREAS WHERE THERE IS NO CURB ON THE OUTSIDE EDGE OF THE FIRE LANE; THE OUTSIDE EDGE OF THE FIRE LANE SHALL BE INDICATED BY A SIX-INCH WIDE YELLOW LINE, MARKED ON THE ASPHALT.7. IN AREAS WHERE A CURB IS NOT PRESENT AT ALL; A SIX-INCH WIDE YELLOW LINE ON THE PAVEMENT SHALL INDICATE BOTH EDGES OF THE FIRE LANE. 8. IN AREAS WHERE A CURB IS NOT PRESENT, THE PAVEMENT MARKINGS SHALL READ: 'FIRELANE NO PARKING' IN 18 INCH YELLOW LETTERS. THE MARKINGS SHALL BE PAINTED NO MORE THAN 70 FEET APART IN THE DIRECTION OF TRAFFIC FLOW. IF THE TRAFFIC FLOWS IN BOTH DIRECTIONS THE WORDS SHALL BE ALTERNATED EVERY 70 FEET. SIGNAGE & STRIPING NOTES: 1. STOP SIGNAGE SHALL MATCH MUTCD STANDARDS FOR R1-1 , AND SHALL MEASURE 30"x30". 2. DO NOT ENTER SIGNAGE SHALL MATCH MUTCD STANDARDS FOR R5-1, AND SHALLMEASURE 30"x30". 3. ONE WAY SIGNAGE SHALL MATCH MUTCD STANDARDS FOR R6-1(RIGHT), AND SHALLMEASURE 54"x18". 4. ADA SIGNAGE SHALL MATCH CODE OF VIRGINIA SECTION 36-99.11, AND SHALL MEASURE 12"x18" WITH VAN ACC. PLAQUE MEASURING 12"x6". 5. STREET SIGNAGE SHALL BE MOUNTED SUCH THAT 7' OF CLEARANCE EXISTS BETWEEN BOTTOM OF SIGN AND THE GROUND. 6. STREET SIGNS SHALL BE OF METAL CONSTRUCTION. 7. STREET SIGNS SHALL BE SECURELY MOUNTED TO THE POST, PERPENDICULAR TO THEFLOW OF TRAFFIC. 8. STREET SIGN POSTS SHALL BE 2-IN, 14-GA SQUARE TUBE WITH BREAKAWAY BASE, IN CONFORMANCE WITH VDOT STD. STP-1.9. STREET SIGN POSTS SHALL BE PLACED SO THAT 24"-60" EXISTS BETWEEN EDGE OF SIGN AND FACE OF CURB (NOT APPLICABLE TO ADA SIGNAGE, WHICH SHALL BE PLACED IN ACCORDANCE WITH ASSOCIATED REGULATIONS). 10. UNLESS OTHERWISE NOTED, ALL LINES SHALL BE 4"-WIDE.11. STOP BAR TO MEASURE 24"-WIDE, EXTEND FROM GUTTER PAN TO DRIVEWAY CENTERLINE, AND BE PLACED SUCH THAT 4' EXISTS BETWEEN CLOSEST EDGE OF STOP BAR AND EXTERIOR EDGE OF CROSSWALK.12. DO NOT ENTER BAR TO MEASURE 24"-WIDE AND EXTEND FROM GUTTER PAN TO GUTTERPAN. 13. STOP BAR, DO NOT ENTER BAR, AND CROSSWALK MARKINGS SHALL BE PREFORMED THERMOPLASTIC (TYPE B, CLASS I ALKYD.). 14. ALL OTHER LINES AND TEXT SHALL BE TYPE A PAINT. 15. UNLESS OTHERWISE NOTED, ALL STRIPING AND TEXT SHALL BE WHITE IN COLOR. 16. UNLESS OTHERWISE NOTED, ALL TEXT SHALL MEASURE 12" IN HEIGHT. 17. COORDINATE WITH OWNER TO OBTAIN "SHAKA CLUB" STENCIL AND PAINT COLOR INFO. 18. ALL NON-STREET SIGNAGE SHALL REQUIRE SEPARATE SIGNAGE PERMIT DETAILING COMPLIANCE WITH SIZE AND HEIGHT RESTRICTIONS, ETC. (BY OTHERS). MA SOR ACCESSIBLE ROUTES: 1. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA). 2. RUNNING SLOPES OF ACCESSIBLE PATHS SHALL NOT EXCEED 20:1 (H:V, 5%) EXCEPT WHEN RUNNING ADJACENT TO ROADS / DRIVES THAT EXCEED THIS GRADE CONSTRAINT UNAVOIDABLY. 3. CROSS-SLOPES OF ACCESSIBLE PATHS SHALL NOT EXCEED 50:1 (H:V, 2%) EXCEPT WHEN CROSSING STOP-CONTROLLED ENTRANCES AND INTERSECTIONS. 4. ALL ACCESSIBLE PARKING AND LOADING ZONES SHALL NOT EXCEED 2% IN ANYDIRECTION FOR FULL LENGTH AND WIDTH. 5. CONTRACTOR SHALL REVIEW ANY/ALL NOTED CONFLICTS WITH ENGINEER IN ADVANCE OF PAVING ASPHALT/CONCRETE IN VICINITY OF ACCESSIBLE ROUTES. APPROVED FOR CONSTRUCTION Sept 20, 2023 E E 18 LOADING SHEETZFUEL & CONVENIENCE STORE~6,139 SF TanksCARWASH TUNNELEQUIPMENT ROOMSDISTANCE TO ADJACENT VDOT INTERSECTION (CHAMBERSVILLE LANE) 339' (APPROX.) 486.5' 817 816 4+150+00 0+501+001+502+002+503+003+504+001+25 0+00 0+20 0+40 0+60 0+80 1+00 1+20 808 811 810813813 812813811811810811815 809 815 811 8128138 1 3 814 8 1 4 812 811 813 812 81150.6' ENTRANCE SIGH TRIANGLE - LOOKING LEFT NORTHWESTERN TURNPIKE 415.0' EXISTING GRADE SIGHT DISTANCE (415') PROPOSED GRADE3.5' HEIGHT OF EYE 3.5' HEIGHT OF OBJECT ENTRANCE SIGHT PROFILE - LOOKING LEFT NORTHWESTERN TURNPIKE (US RTE 50) ENTRANCE CENTER LINE PROFILE NORTHWESTERN TURNPIKE (US RTE 50) EXISTING GRADE PROPOSED GRADE EDGE OF EX. PAVEMENT PARABOLIC CHANGE IN GRADEPER VDOT CG-11 EX. FLOW LINE 5.0'EX. CG-7 CL EDGE OF EX. PAVEMENT 48.0' RIGHT TURN LANE 36.0' THRU LANE C4.03 ENTRANCE DETAILS 1 Project number: Date: Drawn by: Checked by: 21070C September 2, 2022 No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCE145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 40-23Revisions: Monteverde Engineering & Design Studio 250 E. Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 NOTES: 1. A MAINTENANCE OF TRAFFIC (MOT) PLAN MUST BE SUBMITTED TO AND APPROVED BY VDOT PRIOR TO ISSUANCE OF VDOT LAND USE PERMITS FOR WORK WITHIN PUBLIC RIGHT OF WAY. 2. NEW PAVEMENT SHALL BE MADE FLUSH WITH ADJACENT FOR SMOOTH TIE-INS PER VDOT STD. DETAIL WP-2. 3. BOTH ENTRANCES SHALL FOLLOW VDOT STD. CG-11 REQUIREMENTS. 5:1 VERTICAL EXAGGERATION MA SOR ANTICIPATED TRIP GENERATION (source: ITE Trip Generation Manual, 10th ed.) DEV ITE USE CODE ADT (VPD) AM PEAK (VPH) PM PEAK (VPH) SHEETZ 945 3,286 200 224 HANG 10 948 780* 39** 78 * Assumes 10% of daily traffic occurs in peak hour (ITE rate not available) ** Assumes AM peak hour experiences 50% of PM peak hour traffic (ITE rate not available) 34.0' APPROVED FOR CONSTRUCTION Sept 20, 2023 EE334.6' 190.8' 0+00 0+501+001+502+002+503+003+504+004+180+00 0+00 0+20 0+40 0+60 0+70808811810 81 2 811 812809810ENTRANCE SIGH TRIANGLE - LOOKING RIGHT BOTANICAL BOULEVARD 415.0' 32.0' ENTRANCE SIGHT PROFILE - LOOKING RIGHTBOTANICAL BOULEVARD PROPOSED GRADE EXISTING GRADE SIGHT DISTANCE (418') 3.5' HEIGHT OF EYE 3.5' HEIGHT OF OBJECTENTRANCE CENTER LINE PROFILE BOTANICAL BOULEVARD EDGE OF EX. PAVEMENT EXISTING GRADE PROPOSED GRADE PARABOLIC CHANGE IN GRADE PER VDOT CG-11 CL EX. FLOW LINE 24.0'THRU LANE 0+00 0+500+00 0+501+001+502+002+503+003+504+004+160+00 0+20 0+40 0+60 0+70 81 2810 812810ENTRANCE SIGH TRIANGLE - LOOKING LEFT BOTANICAL BOULEVARD 415.0' 636.8' ENTRANCE CENTERLINE ALIGNMENT 32.0' ENTRANCE SIGHT PROFILE - LOOKING LEFTBOTANICAL BOULEVARD SIGHT DISTANCE (416') PROPOSED GRADE EXISTING GRADE 3.5' HEIGHT OF EYE 3.5' HEIGHT OF OBJECT C4.04 ENTRANCE DETAILS 2 Project number: Date: Drawn by: Checked by: 21070C September 2, 2022 No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCE145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 40-23Revisions: Monteverde Engineering & Design Studio 250 E. Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 NOTES: 1. A MAINTENANCE OF TRAFFIC (MOT) PLAN MUST BE SUBMITTED TO AND APPROVED BY VDOT PRIOR TO ISSUANCE OF VDOT LAND USE PERMITS FOR WORK WITHIN PUBLIC RIGHT OF WAY. 2. NEW PAVEMENT SHALL BE MADE FLUSH WITH ADJACENT FOR SMOOTH TIE-INS PER VDOT STD. DETAIL WP-2. 3. BOTH ENTRANCES SHALL FOLLOW VDOT STD. CG-11 REQUIREMENTS. 5:1 VERTICAL EXAGGERATION MA SOR APPROVED FOR CONSTRUCTION Sept 20, 2023 LOADI N G SHE E T Z FUE L & C O N V E N I E N C E STO R E ~6, 1 3 9 S F TanksFIRST 6 L F @ 2 % D O W N S L O P E OUT O F T U N N E L FIRST 2 0 L F @ 1 . 5 % DOWN S L O P E T O T U N N E L SLOPE P A D 1 % TOWA R D S D R I V E Project number: Date: Drawn by: Checked by: 21070C September 2, 2022 No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCE145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 40-23Revisions: Monteverde Engineering & Design Studio 250 E. Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 C4.05 EQUIPMENT & SIGNAGE FOUNDATION PLAN SOR MA SOR Feet 0 20 40 SCALE: 1" = 20'-0" 24"-DIA TRUSS FOUNDATIONS, PIER (4) 30"-DIA TRUSS FOUNDATION (TYP) 48"x48" DIGITAL MENU FOUNDATIONS (3) FLUSH WITH SURFACE 18" DIA ENTER SIGN FOUNDATION FLUSH WITH BACK OF CURB 18" DIA 3STCP SIGN FOUNDATION FLUSH WITH BACK OF CURB 18"-DIA CLEARANCE BAR FOUNDATIONS (2) 48"x48"" GATE FOUNDATIONS (3)FLUSH WITH SURFACE 48"x48" XPT FOUNDATIONS (3) FLUSH WITH SURFACE 24"x24" INSPECTION STATION FOUNDATIONS (2) FLUSH WITH BACK OF CURB TF: 15.55 18" DIA DIRECTIONAL SIGN FOUNDATION 0.25' ABOVE BACK OF CURB TF: 13.20 TF: 13.10 TF: 13.00 TF: 12.90 TF: 12.80 TF: 12.70 TF: 12.60 TF: 12.50 TF: 12.40 TF: 12.30 TF: 12.40 TF: 12.50 TF: 12.60 TF: 12.70 TF: 12.80 TF: 12.90 TF: 13.00 TF: 13.10 TF: 13.20 TF: 15.25 TF: 15.25 30"-DIA POS CANOPY FOUNDATIONS (4) FLUSH WITH SURFACE APPROVED FOR CONSTRUCTION Sept 20, 2023 T E ENYLOPLASTDO NO T PO LL UT EDRAINS TO WATERW AYS FLOW DIREC T I ON DUCTILE IRONNYLOPLASTDO NOT P OLL U TE D RA I N S T O WA T ERW A YS NYLOPLAST DO NOT POLLUTE DRAINS TO WATER W A Y S FLOW DIRECTION DUCTILE IRON NYLOPLAST DO NOT POLLUTE DRAINS TO W A T E R W A Y S NYLOPLAST DO NOT POLLUTEDRAINS TO WATERWAY S FLOW DIRECTIONDUCTILE IRON NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAY S NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYS FLOW DIRECTION DUCTILE I RON NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLA ST DO N OT POL LU TEDRAINS TO WATERWAYS FLOW D I R ECT I ON DUCTILE IRONNYLOPLAST DO NOT PO L LUT E D R A INS TO W ATE R WA Y S NYLOPLAST DO NOT POLLUTE DRAINS TO WA TE RWAYS FLOW DIRE C T IO N DUCTILE IRONNYLOPLASTDO NOT P OLL U TE D RA I N S T O WA T ERW A YS NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYS FLOW D I RECTIO N DUCTILE IRONNYLOPLAST DO NOT POLLUTE DR A I N S T O WATERWAYSNYLOPLASTDO NOT POLLUTEDRAIN S TO WAT ERWAY S FLOW DIREC T I ON DUCTILE IRONNYLOPLAST DO NOT P O LLU T E D R AIN S TO WAT E RW A Y S NYLOPLAST DO NOT PO LLUT EDRAINS TO WATERWAYSFLOW DIREC T ION DUCTILE IRON NYLOPLAST DO NOT P O LLU T E D R AIN S TO WAT E RW A Y S NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECT I O N DUCTILE IRON NYLOPLASTDO NOT PO L LUTE DRA I NS T O WAT E RWA Y SNYLOPLA ST DO NOT PO LLUT E DRAINS TO WA TER WAY S FLOW DIREC T I O N DUCTILE IRON NYLOPLAST DO NOT POLLUTE D R AINS T O WATE R W A YS NYLOPL AST DO NOT POL LUT E DRAINS TO WA T ER WAY S FLOW DIRECTIO N DUCTILE IRONNYLOPLAST DO NOT POL L U T E DR A I N S TO W A T E RWA Y S LOADING Tanks2" STD. WATER METER & VAULT 6" SSWR PVC PIPE SDR 35/26 2.5" DOMESTIC WATER SERVICE LINE (TO BUILDING) 30' FREDERICK WATER EASEMENT (TYP.) 20.00' SHEETZFUEL & CO N V E N I E N C E STORE 8' X 10' TRANSFORMER PAD. TRANSFORMER PAD, COORDINATE WITH OWNER AND SVEC FOR SIZE AND DETAILS 6" FIRE HYDRANT ASSEMBLY (TYP.) 8" DI CL 52 ( T Y P . ) W A T E R L I N E 8" DI CL 52 (TYP.)WATER LINE206.73' OF 8" SSWR LINE PVC SDR 35/26 (TYP) @ 0.75%EX. SSWR MH # 1060 INV. IN PROPOSED PIPE (8"): 795.86 PROPOSED FREDERICK WATER EASEMENT (TYP) ELECTRIC SERVICE LINE, SEE NOTES 16 & 17 THIS SHEET CARWASH TUNNELEQUIPMENT ROOMSFFL: 813.252" PRIVATE DOMESTIC WATER SERVICE LINE FUTURE SANITARY SEWER MANHOLE SSWR MH 02 RIM: 813.00 INV IN (6"): 805.00 INV. IN: 804.65 INV OUT: 804.45 SSWR MH 04 RIM. 812.25 INV. IN (8"): 802.14 INV. OUT (8"): 801.94 SSWR MH 01 RIM: 813.00 INV OUT (8"): 806.20 ELECTRIC SERVICE LINE, SEE NOTES 16 & 17 THIS SHEET . NEW 10' PRIVATE UTILITY EASEMENT SHOWN. 6' X 7' TRANSFORMER PAD. SEE SVECDETAIL ON SHEET C9.04. SSWR MH 03 RIM: 812.61 INV. IN (6"): 804.25 INV. IN (8"): 803.81 INV. OUT: 803.61 96.38' OF 8" SSWR LINE PVC SDR 35/26 (TYP) @ 0.75%185.23' OF 8" SSWR LINE PVCSDR 35/26 (TYP) @ 0.75%8" X 6" REDUCER 2" GATE VALVE WATER RECLAMATION TANKS ASSOCIATED WITH ERS-100 SYSTEM. REFER TO PLUMBINGDRAWINGS FOR DETAILS. 6" PVC CONNECTIONS @ INV 808.22. SAND/OIL INTERCEPTOR (CLEAR FLOW TJ-1000 OR APPROVED EQUAL). REFER TO PLUMBING DRAWINGS FOR DETAILS.EX. 20" WATER MAIN (TYP.)FREDERICK WATER EASEMENT FOR FUTURE CONTINUATION OF WATER AND SEWER 8" FUTURE WATER STUB WITH 8" CAP AND FLUSHING ASSEMBLY. PRE-BLAST 15' BEYOND UTILITY STUB LOCATION PRE-BLAST 25' BEYOND UTILITY STUB LOCATION 1. CONTRACTOR SHALL PERFORM TEST PITSON EXISTING FREDERICK WATER FACILITIES IN COORDINATION WITH THE FREDERICK WATER INSPECTOR. REPORT FINDINGS TO OWNER'SENGINEER FOR REVIEW. 2. EXISTING FREDERICK WATER FACILITIES SHALL BE ADJUSTED TO GRADE BY CONTRACTOR PER FREDERICK WATER'S INSPECTORS REQUIREMENTS. 6" GATE VALVE SSWR MH 05 RIM. 810.40 RIN. IN (8"): 801.25 INV. OUT (8"): 801.05 (ROTATE CONE TOENSURE LID IS OUTSIDE OF SUP) SSWR MH 06 RIM: 809.25 INV. IN (8"): 800.56 INV. OUT (8"): 800.36 92.08' OF 8" SSWR PVC SDR 35/26 LINE @ 0.75%, P4 65.97' OF 8" SSWR PVC SDR 35/26 LINE @ 0.75%, P5 56.60' OF 8" SSWR PVC SDR 35/26 LINE @ 7.96%, P6 ELECTRIC SERVICE LINE, SEE NOTE 15 & 16 THIS SHEET 2" DOMESTIC WATER SERVICE LINE (METER TO BLDG) 8" FUTURE WATER STUB WITH 8" CAP AND FLUSHING ASSEMBLY. 20' PUBLIC SANITARYSEWER EASEMENT EXTEND 6" MAIN AND RELOCATE HYDRANT INTO GRASS BUFFER BETWEEN CURB AND SIDEWALK. SEE NOTE 19, THIS SHEET. REMOVE EX. WATER SERVICE. SEE NOTE 20, THIS SHEET. 8' X 15' GENERAL UTILITY EASEMENT 6" BOOTS (2)INV: 808.47 CO INV: 808.65 CO INV: 808.37 CO INV: 807.63 CO INV: 807.38 1.5" STD. WATER METER & VAULT 2" GATE VALVE 2" DOMESTIC WATER SERVICE LINE w/ 6" SCH 40 PVC SLEEVE (TO METER) CO INV: 808.25 CO INV: 806.50 CO INV: 806.00 6" BOOT, INV: 807.55 2" DOMESTIC WATER SERVICE LINE w/ 6" SCH 40 SLEEVE (MAIN TO METER) GAS SERVICE LINE, SEE NOTE 23 THIS SHEET 3-PHASE FIBERGLASS JUNCTION CABINET (COORD WITH SVEC) C5.01 UTILITY PLAN Project number: Date: Drawn by: Checked by: 21070C September 2, 2022 No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCE145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 40-23Revisions: Monteverde Engineering & Design Studio 250 E. Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 UTILITY NOTES: 1. CONTRACTOR SHALL ADHERE TO FREDERICK WATER STANDARDS AND SPECIFICATIONS IN EFFECT AT THE TIME OF CONSTRUCTION. 2. CONTRACTOR SHALL COORDINATE WITH AND ARRANGE FOR INSPECTION BY FREDERICK WATER. 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH FREDERICK WATER’S INSPECTOR. 4. UTILITY INSTALLATIONS SHALL BE CONDUCTED IN OSHA SAFE TRENCH INCLUDING ALL REQUIRED TRAFFIC CONTROL. 5. ALL WORK ON EXISTING WATER MAINS (VALVE OPENINGS/CLOSURES, ETC.) SHALL BE PERFORMED IN THE PRESENCE OF A PUBLIC UTILITIES INSPECTOR. 5. SANITARY SEWER LATERALS SHALL BE SDR 35/26 PLACED WITH A MINIMUM COVER OF 36". REFER TO PLUMBING PLANS FOR LINE SIZING (UNMARKED SHALL BE 6"). 6. SANITARY CLEANOUT LIDS PLACED WITHIN DRIVE WAY OR PARKING LOT SHALL BE H-20 TRAFFIC RATED. 7. GRAVITY SEWER LINES HAVING A SLOPE OF 17% OR GREATER SHALL BE CONCRETE ANCHORED. 8. CONNECTION BETWEEN NEW PIPE AND EXISTING MANHOLE SHALL BE MADE BY KOR-N-SEAL. 9. FREDERICK WATER’S MAINTENANCE DIVISION SHALL FURNISH AND INSTALL ALL WATER METERS THROUGH 2 INCH IN SIZE. IT IS THE CONTRACTOR’S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. BEFORE A PERMANENT METER IS INSTALLED: A. THE METER BOX, WITH ITS FRAME AND COVER, MUST BE PROPERLY ALIGNED WITH THE YOKE BAR. B. THE FRAME AND COVER SHALL BE SET TO FINAL GRADE. C. THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR SHALL BE BETWEEN 20 AND 23 INCHES. D. ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER. 10. FOR SERVICES THAT CONNECT TO EXISTING LINES: a. FREDERICK WATER SHALL FURNISH AND INSTALL: i. ALL ⅝”X¾”, ¾”, 1”, 1½” AND 2” WATER SERVICES ii. ALL SEWER SERVICES. b. THE OWNER/DEVELOPER SHALL: i. COORDINATE (OR HAVE THE CONTRACTOR COORDINATE) THE LOCATION OF THE SERVICE LATERAL WITH FREDERICK WATER’S ENGINEERING ASSISTANT. ii. SUBMIT AN APPLICATION FOR SERVICE AND PAY THE REQUIRED FEES 11. WATER SERVICE LATERAL TO BE PLACED WITH A MINIMUM COVER OF 48". 12. WATER SERVICE LATERALS SHALL BE CLASS 200 (200PSI) COPPER TUBING SIZE (CTS) POLYETHYLENE TUBING (PET OR PEX) PIPE WITH STAINLESS STEEL INSERTS AT ALL CONNECTION. 13. CONTRACTOR SHALL COIL DOMESTIC WATER SERVICE LINES IN LIEU OF BENDS. 14. ALL WATER AND SEWER WORK SHALL COMPLY WITH FREDERICK WATER CONSTRUCTION SPECIFICATIONS AND STANDARDS. 15. CONNECTION TO EXISTING WATER MAIN SHALL BE MADE BY CONTRACTOR. 16. CONTRACTOR IS RESPONSIBLE FOR PRIMARY ELECTRIC DITCH, CONCRETE PAD AND TRANSFORMER. COORDINATE SERVICE LINE WITH OWNER AND POWER SERVICE COMPANY. 17. CONTRACTOR IS RESPONSIBLE FOR SECONDARY SERVICE AND MOUNTING METER BASE AND/OR CT CABINET. 18. TREES SHALL NOT BE PLANTED WITHIN EASEMENTS FOR WATER, SEWER, GAS OR ELECTRIC, EXCEPTING REQUIRED STREET TREES WITHIN PROPOSED FREDERICK WATER EASEMENT LOCATED ALONG ROUTE 50 FRONTAGE, RESERVED FOR FUTURE EXTENSIONS (PROFFERED PLANTINGS SHOWN ON C7.01 HAVE BEEN CLEARED WITH FREDERICK WATER IN ADVANCE OF THIS PLAN PREPARATION). 19. HYDRANT RELOCATION: CONTRACTOR SHALL INSTALL NEW FIRE HYDRANT AND FURNISH EXISTING HYDRANT TO THE FREDERICK WATER INSPECTOR. NEW FULL JOINT OF 6" DIP CL 52 IS REQUIRED TO EX. GATE VALVE. 20. EX. METER REMOVAL: CONTRACTOR SHALL REMOVE EXISTING WATER SERVICE FROM MAIN AND INSTALL A FULL CIRCLE STAINLESS STEEL WRAP AROUND OVER HOLE. COORD. WATER MAIN SHUTDOWN WITH WATER MAIN CUT-IN. 21. CONTRACTOR SHALL COORDINATE FINISHED GRADES AT WATER METERS WITH FREDERICK WATER INSPECTORS TO ENSURE COMPATIBILITY WITH DETAIL. IN GENERAL, GRADES ABOVE METERS SHALL BE LEVEL AND FLUSH WITH MH LIDS. 22. WATER SERVICE LATERALS, FROM MAIN TO METER, SHALL BE SLEEVED UNDER THE CENTRAL DRIVE AISLE IN A 6"-DIA PIPE, SCH 40 OR SDR 21. REFER TO "JACK AND BORE" DETAIL ON SHEET C9.04. 23. GAS ROUTING IS DEPICTED FOR CONCEPTUAL PURPOSES ONLY. EXACT ROUTE WILL BE ESTABLISHED BY SERVICE PROVIDER AT TIME OF INSTALLATION. COORDINATE EFFORTS WITH GC AND WASHINGTON GAS FOLLOWING FINAL GRADE (WITHIN 6") AND PRIOR TO PAVING OPERATIONS. AKM SOR APPROVED FOR CONSTRUCTION Sept 20, 2023 EE2+65 0+00 0+50 1+00 1+50 2+00 2+50 3+110+000+50 1+001+502+002+503+ 0 0 NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTION DUCTILE IR O N NYLOPL A S T DO NOT POLLUTE DRAINS TO WATERWAYS NYLO PL ASTDO NOT PO LL UTE DRA IN S TO WA TERW AYS FLOW DIR E CT I O NDUCTILE IRONNYLOPLAST DO NOT P OL L U TE DR A IN S TO WA T E RW A YS NYLOP LA STDO NOT PO LLU TE DRA I NS T O WA TER WAY S FLOW DIRE C T IO N DUCTILE IRONNYLOPLAST DO NOT PO L LU T E D R A IN S TO W AT E RW A Y S NY L O PLA S T DO N O T POL L U TE DR A I N S T O W A T ERW AY S FLOW D I RE C T I O NDUCTILE IRON NYLOPLAST DO NO T P O LL U T E D RA I NS TO W A T E R W A Y S NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTIONDUCTILE I RO N NYLOPLAS TDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTIONDUCTILE I RO N NYLOPLAS TDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYS FLOW DIRECTIONDUCTILE IRONNYLOPLASTDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTIONDUCTILE I RO NNYLOPLASTDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTIONDUCTILE I RO NNYLOPLASTDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTION DUCTILE IRO N NYLOPLA S T DO NOT POLLUTE DRAINS TO W A TE R WAYS LOADINGTanks 8" DI CL52 WATER LINE8" DI CL52 WATER LINE 6" DI CL52 WATER LINE 8" FUTURE WATER STUB WITH 8" CAP AND FLUSHING ASSEMBLY. CONNECT WITH EXISTING WATER LINE WITH 8" GATE VALE. REFER TO ALL NOTES THIS SHEET. CONTRACTOR TO FIELD VERIFY LOCATION, SIZE AND ELEVATION PRIOR TO START OF WORK, NOTIFY ENGINEER OF ANY POTENTIAL DESIGN CONFLICTS. SHEETZ FUEL & CONVENIENCE STORE WATER ALIGNMENT 1 WATER ALIGNMENT 2 PROPOSED ELECTRICAL LINE TRANSFORMER PAD PROPOSED 8" SANITARY SEWER MAIN LINE 2.5" PRIVATE WATER LATERAL LINE 2" WATER METER 6" FIRE HYDRANT ASSEMBLY (TYP.) 30' PUBLIC UTILITY EASEMENT 2" PRIVATE WATER LATERAL LINE 1.5" WATER METER 8" X 6" REDUCER 2" DOMESTIC WATER SERVICE LINE EX.20" WATER MAIN (TYP.) 8" FUTURE WATER STUB WITH 8" CAP AND FLUSHING ASSEMBLY. 25.0' PRE-BLAST 25' BEYONDUTILITY STUB LOCATION 2" WATER MAIN FLUSHING ASSEMBLY PER FREDERICK WATER STD. DETAIL AVAILABLE ON SHEET C9.04. 15.0'PRE-BLAST 15' BEYOND UTILITY STUB LOCATION 8" DI CL52WATER LINEFREDERICK WATER EASEMENT FOR FUTURE CONTINUATION OF WATER AND SEWER EXISTING 20' FCSA WATER & SANITARY SEWER EASEMENT INSTRUMENT No. 080006461 6" GATE VALVE STA: 2+10.76 8IN X 8IN X 8IN X 8IN CROSS STA: 0+42.93 8 IN X 8 IN GATE VALVE 8 IN X 8 IN DUCTILE IRON, CL52 STA: 2+92.65 8 IN X 8 IN 45.00° ELBOW 8 IN X 8 IN DUCTILE IRON, CL52 STA: 3+03.05 6 IN X 6 IN GATE VALVE STA: 0+52.39 8 IN X 8 IN GATE VALVE 6 IN X 6 IN DUCTILE IRON, CL52 8 IN X 8 IN DUC T I L E I R O N , C L 5 2 6 IN X 6 IN DUCTILE IRON, CL52 8" FUTURE WATER LINE STUB. WITH 8" CAP AND FLUSHINGASSEMBLY. STA: 3+10.22 FIRE HYDRANT ASSEMBLY (TYP.) EXISTING GRADE PROPOSED GRADE 4.7' 8" SEWER LINE CROSSING ELECTRICAL LINE CROSSING 3.5' 1.5' 4.4' 6" SEWER LINE CROSSING STA: 2+96.33 8" X 6" REDUCER 5.01' 4.1' STA: 0+03.42 8 IN X 8 IN GATE VALVE STA: 2+10.76 8IN X 8IN X 8IN X 8IN CROSS 8 IN X 8 IN DUCT I L E I R O N , C L 5 2 STA: 2+15.78 8 IN X 8 IN GATE VALVE STA: 2+05.93 8 IN X 8 IN GATE VALVE 7.10' PROPOSED GRADE EXISTING GRADECONNECT WITH EXISTING WATER LINE. REFER TO NOTES THIS SHEET. CONTRACTOR TO FIELD VERIFY LOCATION, SIZE AND ELEVATION PRIORTO START OF WORK, NOTIFY ENGINEER OF ANY POTENTIAL DESIGN CONFLICTS. 18" STORM LINE CROSSING 1.5' 4.2' 8" SEWER LINE CROSSING 1.5' 8" FUTURE WATER LINESTUB. WITH 8" CAP AND FLUSHING ASSEMBLY. C5.02 WATER SUPPLY PLAN & PROFILE Project number: Date: Drawn by: Checked by: 21070C September 2, 2022 No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCE145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 40-23Revisions: Monteverde Engineering & Design Studio 250 E. Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 UTILITY NOTES: 1. CONTRACTOR SHALL ADHERE TO FREDERICK WATER STANDARDS AND SPECIFICATIONS IN EFFECT AT THE TIME OF CONSTRUCTION. 2. CONTRACTOR SHALL COORDINATE WITH AND ARRANGE FOR INSPECTION BY FREDERICK WATER. 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH FREDERICK WATER’S INSPECTOR. 4. UTILITY INSTALLATIONS SHALL BE CONDUCTED IN OSHA SAFE TRENCH INCLUDING ALL REQUIRED TRAFFIC CONTROL. 5. ALL WORK ON EXISTING WATER MAINS (VALVE OPENINGS/CLOSURES, ETC.) SHALL BE PERFORMED IN THE PRESENCE OF A PUBLIC UTILITIES INSPECTOR. 6. FREDERICK WATER’S MAINTENANCE DIVISION SHALL FURNISH AND INSTALL ALL WATER METERS THROUGH 2 INCH IN SIZE. IT IS THE CONTRACTOR’S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. BEFORE A PERMANENT METER IS INSTALLED: A. THE METER BOX, WITH ITS FRAME AND COVER, MUST BE PROPERLY ALIGNED WITH THE YOKE BAR. B. THE FRAME AND COVER SHALL BE SET TO FINAL GRADE. C. THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR SHALL BE BETWEEN 20 AND 23 INCHES. D. ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER. 7. FOR SERVICES THAT CONNECT TO EXISTING LINES: a. FREDERICK WATER SHALL FURNISH AND INSTALL: i. ALL ⅝”X¾”, ¾”, 1”, 1½” AND 2” WATER SERVICES ii. ALL SEWER SERVICES. b. THE OWNER/DEVELOPER SHALL: i. COORDINATE (OR HAVE THE CONTRACTOR COORDINATE) THE LOCATION OF THE SERVICE LATERAL WITH FREDERICK WATER’S ENGINEERING ASSISTANT. ii. SUBMIT AN APPLICATION FOR SERVICE AND PAY THE REQUIRED FEES 8. WATER SERVICE LATERAL TO BE PLACED WITH A MINIMUM COVER OF 48". 9. WATER SERVICE LATERALS SHALL BE CLASS 200 (200PSI) COPPER TUBING SIZE (CTS) POLYETHYLENE TUBING (PET OR PEX) PIPE WITH STAINLESS STEEL INSERTS AT ALL CONNECTION. 10. CONTRACTOR SHALL COIL 2" WATER SERVICE LINE. 11. ALL WATER AND SEWER WORK SHALL COMPLY WITH FREDERICK WATER CONSTRUCTION SPECIFICATIONS AND STANDARDS. 12. CONNECTION TO EXISTING WATER MAIN SHALL BE MADE BY CONTRACTOR. PROFILE - WATER LINE ALIGNMENT 1 (FUTURE STUB TO FIRE HYDRANT) 5:1 VERTICAL EXAGGERATION PROFILE - WATER LINE ALIGNMENT 2 (CONNECTION POINT TO TEE) AKM SOR WATER MAIN CONNECTION NOTES: 1. TEST PIT THE EXISTING MAINS PER FREDERICK WATER INSPECTOR'S REQUIREMENTS. 2. INSTALL JOINT RESTRAINTS ON EXISTING WATER MAIN PER CURRENT FREDERICK WATER REQUIREMENTS PRIOR TO SHUT DOWN. 3. PREPARE WORK AS FAR IN ADVANCE AS POSSIBLE TO MINIMIZE SHUT DOWNTIME. 4. HAVE SUFFICIENT RESOURCES ON-SITE TO ACCOMPLISH TASKS PER FREDERICK WATER INSPECTOR'S REQUIREMENTS. 5. PREPARE A WATER SHUTDOWN PLAN SATISFACTORY TO THE FREDERICK WATER INSPECTOR. FIREWATCH, NIGHT TIME WORK AND ETC MAY BE REQUIRED. 6. SCHEDULE SHUTDOWN WITH THE FREDERICK WATER INSPECTOR'S, FREDERICK COUNTY FIRE MARSHALL, AND ALL AFFECTED CUSTOMERS AT LEAST (7) DAYS IN ADVANCE, AND MAKE PREPARATIONS AS REQUIRED BY ALL PARTIES. 7. CUT-IN (2) 20" GV'S, (1) 8" GV, (1) 20X8 MJ TEE, AND (2) MJ LONG SOLID SLEEVES BY CONTRACTOR. APPROVED FOR CONSTRUCTION Sept 20, 2023 EE0+000+501+001+502+002+503+003+504+004+505+00 5+50 6+00 6+50 7+007+03 NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTION DUCTILE IR O N NYLOPL A S TDO NOT POLLUTE DRAINS TO WATERWAYS NYLO PLA ST DO NO T PO LLU TEDRAINS TO WAT ERW AYS FLOW D I R EC T I ON DUCTILE IRON NYLOPLAST DO NOT P OL L U TE DR A IN S TO WA T E RW A YS NYLOP LA STDO NOT PO LLU TE DRA I NS T O WA TER WAY S FLOW DIRE C T IO N DUCTILE IRONNYLOPLAST DO NOT P O L LU T E D R AI N S T O WA T E RW A YS NY L O P LA S T DO N O T POL L UTEDRA I N S T O WA T E R W A YS FLOW D I R E C T I O N DUCTILE IRON NYLOPLASTDO NO T P O L L U T E D R A I N S T O W A T ER WA Y S NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTIONDUCTILE IR O N NYLOPLAS T DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTIONDUCTILE IR O N NYLOPLAS T DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYS FLOW DIRECTIONDUCTILE IRONNYLOPLAS T DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTIONDUCTILE IR O N NYLOPLAS TDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTIONDUCTILE I RO N NYLOPLAS TDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTION DUCTILE IR O N NYLOPL A S TDO NOT POLLUTE DRAINS TO WAT ER W AYS LOADINGTanks 206.73' OF 8" SSWR PVC SDR 35/26 LINE @ 0.75%, P1 92.08' OF 8" SSWR PVC SDR 35/26 LINE @ 0.75%, P-4 EX. SSWR MH # 1060 INV. IN PROPOSED PIPE (8"): 795.86 SSWR MH 02 RIM: 813.00 INV. IN (6"): 805.00 INV. IN: 804.65 INV. OUT: 804.45 SSWR MH 04 RIM: 812.25 INV. IN (8"): 802.14 INV. OUT (8"): 801.94 96.38' OF 8" SSWR PVC SDR 35/26 LINE @ 0.75%, P2 SSWR MH 01 RIM: 813.00 INV. OUT (8"): 806.20 6" PRIVATE SEWER LATERAL LINE, SEE SHEET C5.01 PROPOSED ELECTRICAL LINE 6" PRIVATE SEWER LATERAL LINE PROPOSED 8" WATER MAIN LINE SHEETZ FUEL & CONVENIENCE STORE PROPOSED ELECTRICAL LINESSWR MH 03 RIM: 812.61 INV. IN (6"): 804.25 INV. IN: 803.81 INV. OUT: 803.61 185.23' OF 8" SSWR PVC SDR 35/26 LINE @ 0.75%, P3 PROPOSED GREASE TRAP BY OTHERS PRE-BLAST 15' BEYOND UTILITY STUB LOCATION PRE-BLAST 25' BEYONDUTILITY STUB LOCATION 65.97' OF 8" SSWR PVC SDR 35/26 LINE @ 0.75%, P-5 56.60' OF 8" SSWR PVC SDR 35/26 LINE @ 7.96%, P-6 SSWR MH 06 RIM: 809.25 INV. IN (8"): 800.56 INV. OUT (8"): 800.36 EXISTING 20' FCSA WATER & SANITARY SEWER EASEMENT INSTRUMENT No. 080006461 SSWR MH 05 RIM: 810.40 INV. IN (8"): 801.25 INV. OUT (8"): 801.05 7.54' 7.44' 90°' PROPOSED GRADE EXISTING GRADE 2" WATER LINE CROSSING EX. INV IN 795.61 (10" PVC) EX. IN OUT: 795.46 (10" PVC ELECTRICALLINECROSSING 15" STORM LINE CROSSING 3.56' 15" STORMLINE CROSSING 7.31' CORE DRILL TO BE DONE BY CONTRACTOR, SEE NOTE 7 THIS SHEET 8" WATER LINE CROSSING 4.3'4.00' C5.03 SANITARY PLAN & PROFILE Project number: Date: Drawn by: Checked by: 21070C September 2, 2022 No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCE145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 40-23Revisions: Monteverde Engineering & Design Studio 250 E. Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 PROFILE - SANITARY SEWER MAIN LINE (MH 01 TO EX. MH 1060) 5:1 VERTICAL EXAGGERATION UTILITY NOTES: 1. CONTRACTOR SHALL ADHERE TO FREDERICK WATER STANDARDS AND SPECIFICATIONS IN EFFECT AT THE TIME OF CONSTRUCTION. 2. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH FREDERICK WATER’S INSPECTOR. 3. UTILITY INSTALLATIONS SHALL BE CONDUCTED IN OSHA SAFE TRENCH INCLUDING ALL REQUIRED TRAFFIC CONTROL. 4. SANITARY SEWER LATERALS SHALL BE 6" SDR 35/26 PLACED WITH A MINIMUM COVER OF 36" 5. SANITARY CLEANOUT LIDS PLACED WITHIN DRIVE WAY OR PARKING LOT SHALL BE H-20 TRAFFIC RATED. 6. GRAVITY SEWER LINES HAVING A SLOPE OF 17% OR GREATER SHALL BE CONCRETE ANCHORED. 7. CONNECTION BETWEEN NEW PIPE AND EXISTING MANHOLE SHALL BE MADE BY KOR-N-SEAL. 8. FOR SERVICES THAT CONNECT TO EXISTING LINES: a. FREDERICK WATER SHALL FURNISH AND INSTALL: i. ALL ⅝”X¾”, ¾”, 1”, 1½” AND 2” WATER SERVICES ii. ALL SEWER SERVICES. b. THE OWNER/DEVELOPER SHALL: i. COORDINATE (OR HAVE THE CONTRACTOR COORDINATE) THE LOCATION OF THE SERVICE LATERAL WITH FREDERICK WATER’S ENGINEERING ASSISTANT. ii. SUBMIT AN APPLICATION FOR SERVICE AND PAY THE REQUIRED FEES 9. ALL WATER AND SEWER WORK SHALL COMPLY WITH COUNTY OF FREDERICK PUBLIC WORKS CONSTRUCTION SPECIFICATIONS AND STANDARDS. 10. VERTICAL BENDS ON LATERALS SHALL BE MINIMUM 10' AWAY FROM MAIN /OFF FREDERICK WATER EASEMENT. 11. NO TREES SHALL BE PLANTED WITHIN EASEMENTS FOR WATER, SEWER, ELECTRICAL, OR GAS, EXCEPTING THOSE TREES SHOWN ON SHEET C7.01 WITHIN THE 50' BUFFER ALONG ROUTE 50, WHICH IS GOVERNED BY PROFFERED CONDITIONS AND HAS BEEN CLEARED AS SHOWN BY FREDERICK WATER. AKM SOR GREASE TRAP/OIL WATER SEPARATOR NOTES: 1. TANK SECTIONS SHALL BE BOLTED TOGETHER. 2. WATERTIGHT BOLT DOWN FRAME AND COVERS ARE REQUIRED. 3. PENETRATIONS SHALL HAVE BOOTS. 4. CONTRACTOR SHALL COORDINATE INSTALLATION AND INSPECTIONS WITH BOTH FREDERICK COUNTY INSPECTIONS DEPARTMENT AND FREDERICK WATER. ANTICIPATED PUBLIC UTILITY SERVICE USAGE: SHEETZ 3,500 GPD HANG 10 CAR WASH 7,500 GPD Total 11,000 GPD APPROVED FOR CONSTRUCTION Sept 20, 2023 E E 18 LOADING SHEETZFUEL & C O N V E N I E N C E STORE~6,139 SF TanksDOG WASH105MAT WASH106RESTROOM102OFFICE101LOBBY100WASH TUNNEL104EQUIPMENT ROOM103MCC ROOM107817 816 812 808 811 NYLOPLAST DO NOT POLLUTE DRAINS TO WATE RWAYS FLOW DIR E CTI O N DUCTILE IRONNYLOPLASTDO NOT POL L UTE DR A I NS T O W A TER W AY S NYLOPLAST DO NOT POLLUTE DRAINS TO WATE R W A Y S FLOW DIRECTION DUCTILE IRON NYLOPLAST DO NOT POLLUTE DRAIN S T O W A T E R W A Y S NYLOPLAST DO NOT POLLUTEDRAINS TO WATERWAYS FLOW DIRECTION DUCTILE I R O N NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYS FLOW DIRECTION DUCTILE IR O N NYLOPLAS T DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DO NOT PO LLUT EDRAINS TO WATERWAYSFLOW DIREC T ION DUCTILE IRONNYLOPLASTDO NOT P O LLU T E D R AIN S TO WAT E RW A Y S NYLOPLAST DO N OT POL LU TEDRAINS TO WATERWAYS FLOW DIR E CTI O N DUCTILE IRONNYLOPLASTDO NOT POL L UTE DR A I NS T O W A TER W AY S NYLOPLASTDO NOT POLLU TE DRAINS TO WATERWAYSFLOW DIRECTION DUCTILE IRON NYLOPLAST DO NOT POLLUTE DRAINS T O W A T E R WAYSNYLOPLASTDO NOT POLLUTE DRAINS TO WA TE RWAYS FLOW DIRE C T IO N DUCTILE IRONNYLOPLASTDO NOT P OLL U TE D RA I N S T O WA T ERW A YS NYLOPLASTDO NOT POLLUTE DRAINS TO WA TE RWAYS FLOW DIRE C T IO N DUCTILE IRONNYLOPLASTDO NOT POL L UTE DR A I NS T O W A TER W AY S NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYS FLOW DIREC T I ON DUCTILE IRON NYLOPLASTDO NOT POLLU T E DR A INS T O WA T ERW A YSNYLOPLAS T DO NOT POL LUT E DRAINS TO WAT ERW AYS FLOW DIR E CTIO N DUCTILE IRON NYLOPLAST DO NOT POLLUTE D R A I NS T O W ATE R W A Y S NYLOPL AST DO NOT P OLL UTE DRAINS TO WAT ERW AYS FLOW DIREC TIO N DUCTILE IRO N NYLOPLAST DO NOT POLLU T E DRAI N S T O W A T E R WA Y S 810813812813 81281381181181381 3 812813810 811810 81181181 2 81 3 815811 812 809 815 810814 811 8128138 1 3 814814 8 1 4 812 811 813 812 811 1. CONTRACTOR SHALL PERFORM TEST PITS ONEXISTING FREDERICK WATER FACILITIES IN COORDINATION WITH THE FREDERICK WATERINSPECTOR. REPORT FINDINGS TO OWNER'SENGINEER FOR REVIEW.2. EXISTING FREDERICK WATER FACILITIES SHALLBE ADJUSTED TO GRADE BY CONTRACTOR PER FREDERICK WATER'S INSPECTORS REQUIREMENTS.EQUIPMENT ROOMSFFL: 813.25CAR WASH TUNNELSHEETZFUEL & CO N V E N I E N C E STORE (~6 , 1 3 9 S F ) FFL: 812.0 0 C6.01 GRADING PLAN Feet 0 30 60 SCALE: 1" = 30'-0" Project number: Date: Drawn by: Checked by: 21070C September 2, 2022 No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCE145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 40-23Revisions: Monteverde Engineering & Design Studio 250 E. Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 GRADING NOTES: 1. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDING PAD FOOTPRINT AT ALL TIMES; CROWN PAD AS NECESSARY IN TIMES OF PROJECT DORMANCY. 2. DUMPSTER PAD SHALL SLOPE TOWARDS PAVEMENT @ 1.5% MIN. 3. ADA PARKING AND LOADING SPACE SHALL SLOPE NO MORE THAN 2.0% IN ANY DIRECTION. ALL SIDEWALK SHALL HAVE 2.0% MAX CROSS SLOPE, 5.0% MAX RUNNING SLOPE, EXCEPTING CURB RAMPS WHICH SHALL COMPLY WITH VDOT CG-12 STANDARDS. RETAINING WALL NOTES: 1. WALLS SHALL BE CONSTRUCTED WITH SEGMENTAL BLOCK UNITS (ANCHOR DIAMOND PRO OR EQUAL AS APPROVED BY OWNER) WITH GEOSYNTHETIC REINFORCING WHERE REQUIRED BY DESIGN. SET TOP AND BOTTOM OF WALL PER GRADES INDICATED ON PLANS. THE DESIGN OF THE WALLS SHALL BE DELEGATED. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS SEALED BY AN ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA FOR APPROVAL PRIOR TO CONSTRUCTION. 2. WALLS SHALL BE CONSTRUCTED USING SM OR MORE GRANULAR BACKFILL WITH AN MAX ACTIVE EQUIVALENT FLUID PRESSURE OF 32 PSF PER FOOT OF HEIGHT. GEOTECHNICAL ENGINEER OF RECORD SHALL APPROVE BACKFILL PRIOR TO CONSTRUCTION. 3. ANY PORTION OF THE RETAINING WALL OVER THREE (3) FEET IN HEIGHT SHALL INCLUDE A FENCE (NOT SHOWN ON THESE PLANS) AT LEAST FORTY-TWO (42) INCHES HIGH ALONG THE TOP TO PROTECT PERSONS FROM INJURY DUE TO FALLING. THE FENCE TYPE AND LAYOUT SHALL BE APPROVED BY THE OWNER PRIOR TO CONSTRUCTION. FENCE INSTALLATION TO UTILIZE SLEEVE-IT FENCE POST ANCHORING SYSTEM. 4. PROVIDE AN INTERNAL DRAINAGE SYSTEM DESIGNED TO REMOVE INCIDENTAL WATER THAT INFILTRATES INTO THE SOIL BEHIND THE WALL. AKM APPROVED FOR CONSTRUCTION Sept 20, 2023 E E SHEETZFUEL & CO N V E N I E N C E STORE (~6 , 1 3 9 S F ) FFL: 812.0 0 18 LOADING SHEETZFUEL & C O N V E N I E N C E STORE~6,139 SF TanksDOG WASH105MAT WASH106RESTROOM102OFFICE101LOBBY100WASH TUNNEL104EQUIPMENT ROOM103MCC ROOM107817 816 812 808 811 NYLOPLAST DO NOT POLLUTE DRAINS TO WATE RWAYS FLOW DIR E CTI O N DUCTILE IRONNYLOPLASTDO NOT POL L UTE DR A I NS T O W A TER W AY S NYLOPLAST DO NOT POLLUTE DRAINS TO WATER W A Y S FLOW DIRECTION DUCTILE IRON NYLOPLAST DO NOT POLLUTE DRAIN S T O W A T E R W A Y S NYLOPLAST DO NOT POLLUTEDRAINS TO WATERWAYS FLOW DIRECTION DUCTILE I R O N NYLOPLAST DO NOT POLLUTE DRAINS TO WA T E R W A Y S NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYS FLOW DIRECTION DUCTILE IR O N NYLOPLAS T DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DO NOT PO LLUT EDRAINS TO WATERWAYSFLOW DIREC T ION DUCTILE IRON NYLOPLAST DO NOT P O LLU T E D R AIN S TO WAT E RW A Y S NYLOPLAST DO N OT POL LU TEDRAINS TO WATERWAYS FLOW DIR E CTI O N DUCTILE IRONNYLOPLASTDO NOT POL L UTE DR A I NS T O W A TER W AY S NYLOPLASTDO NOT POLLU TE DRAINS TO WATERWAYSFLOW DIRECTION DUCTILE IRON NYLOPLAST DO NOT POLLUTE DRAINS T O W A T E R WAYSNYLOPLAS T DO NOT POLLUTE DRAINS TO WA TE RWAYS FLOW DIRE C T IO N DUCTILE IRONNYLOPLASTDO NOT P OLL U TE D RA I N S T O WA T ERW A YS NYLOPLASTDO NOT POLLUTE DRAINS TO WA TE RWAYS FLOW DIRE C T IO N DUCTILE IRONNYLOPLASTDO NOT P OLL U TE D RA I N S T O WA T ERW A YS NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYS FLOW DIREC T I ON DUCTILE IRON NYLOPLASTDO NOT POLLU T E DR A INS T O WA T ERW A YSNYLOPLAS T DO NOT POL LUT E DRAINS TO WAT ERW AYS FLOW DIRECTIO N DUCTILE IRON NYLOPLAST DO NOT POLLUT E D R A I N S T O W A TER W A Y S NYLOPL AST DO NOT P OLL UTE DRAINS TO WAT ERW AYS FLOW DIRE C TIO N DUCTILE IRO N NYLOPLAST DO NOT POLLU T E D RAI N S T O WA T E R WAY S TC: 15.80 TC: 13.65 (HP) TP: 12.29 TC: 10.33 (MATCH EX.) TC: 12.02 (MATCH EX.) TC: 12.10 TC: 16.00 TC: 13.45 TC: 13.42 TC: 14.42 (HP) TC: 14.00 TC: 14.00 TC: 13.80 TC: 12.50 TC: 12.85 TC: 12.10 TC: 11.37 TC: 11.70 TC: 13.00 TP: 11.75 TC: 13.15 TP: 11.50 TP: 11.45 TC: 11.80 TC: 12.75 TC: 12.90 TC: 13.50 TC: 09.50 TW: 10.00BW: 09.00 TW: 09.00BW: 08.50 TW: 11.50BW: 11.00 TW: 14.25 BW: 12.00 TW: 12.00 BW: 11.00 TC: 09.90 TC: 11.10 TC: 11.00 TC: 11.50 TC: 11.20 TC: 11.70 TP: 11.84 TP: 12.10 TP: 11.84 TP: 11.54 TP: 11.44 TP: 11.64 TP: 11.84 TP: 10.44 TC: 10.60 TC: 10.00 TC: 10.45 TC: 10.30 TP: 11.83 TP: 11.83 TP: 11.65TP: 11.80 TP: 11.45 TP: 11.60 TC: 11.40 (HP) TC: 11.96 TC: 12.60 TP: 10.95 TC: 12.80 TC: 11.80 TS: 11.70 TC: 12.65 TC: 11.28 TC: 11.18 TC: 10.83 TC: 10.71 TC: 10.57 TP: 10.67 TP: 10.12 TW: 09.50 BW: 07.75 TC: 11.70 TC: 11.75 TC: 13.50 TC: 14.52 (HP) TC: 13.20 TC: 13.80 TC: 14.40 TC: 14.95 (HP) TC: 14.18 TC: 14.80 TC: 13.76 TC: 14.40 TC: 13.70 TC: 13.80 TC: 13.30 TC: 13.20 TC: 13.42 TP: 12.79 TP: 12.52 TC: 13.74 TP: 13.08 TC: 14.70TC: 14.00 TC: 13.10 TC: 13.10 TC: 13.34 TC: 13.20 TP: 12.96 TC: 13.50TC: 13.85 TC: 13.30 TC: 13.65 TS: 13.10 TS: 13.15 TC: 13.70 TC: 14.75 TC: 12.42 TC: 13.60 FIRST 6 LF @ 2% DOWNSLOPE OUT OF TUNNEL FIRST 20 LF @ 1.5%DOWNSLOPE TO TUNNEL TC: 13.15 TS: 13.34 TC: 12.10 TC: 13.25 TC: 13.15 TC: 13.27 SLOPE PAD 1% TOWARDS DRIVE TC: 12.75 TC: 12.90 TC: 12.70 TC: 11.60 TC: 10.80TC: 11.20 TC: 10.50 SPILL CURB AT X-WALK, 12" PER LF SPILL CURB AT 12" PER LF TC: 12.09 SPILL CURB AT 12" PER LF TC: 11.60 TC: 11.70TP: 11.70 TP: 11.60 TC: 10.50 TC: 10.70 TP: 10.70 TP: 10.50 TC: 11.00 TC: 13.65 TC: 13.05 810813812813 81281381181181381 3 812813810 811810 81181181 2 81 3 815811 812 809 815 810814 811 8128138 1 3 814814 8 1 4 812 811 813 812 811 EQUIPMENT ROOMSFFL: 813.25CAR WASH TUNNELC6.01A SPOT ELEVATIONS Feet 0 30 60 SCALE: 1" = 30'-0" Project number: Date: Drawn by: Checked by: 21070C September 2, 2022 No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCE145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 40-23Revisions: Monteverde Engineering & Design Studio 250 E. Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 GRADING NOTES: 1. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDING PAD FOOTPRINT AT ALL TIMES; CROWN PAD AS NECESSARY IN TIMES OF PROJECT DORMANCY. 2. DUMPSTER PAD SHALL SLOPE TOWARDS PAVEMENT @ 1.5% MIN. 3. ADA PARKING AND LOADING SPACE SHALL SLOPE NO MORE THAN 2.0% IN ANY DIRECTION. ALL SIDEWALK SHALL HAVE 2.0% MAX CROSS SLOPE, 5.0% MAX RUNNING SLOPE, EXCEPTING CURB RAMPS WHICH SHALL COMPLY WITH VDOT CG-12 STANDARDS. RETAINING WALL NOTES: 1. WALLS SHALL BE CONSTRUCTED WITH SEGMENTAL BLOCK UNITS (ANCHOR DIAMOND PRO OR EQUAL AS APPROVED BY OWNER) WITH GEOSYNTHETIC REINFORCING WHERE REQUIRED BY DESIGN. SET TOP AND BOTTOM OF WALL PER GRADES INDICATED ON PLANS. THE DESIGN OF THE WALLS SHALL BE DELEGATED. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS SEALED BY AN ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA FOR APPROVAL PRIOR TO CONSTRUCTION. 2. WALLS SHALL BE CONSTRUCTED USING SM OR MORE GRANULAR BACKFILL WITH AN MAX ACTIVE EQUIVALENT FLUID PRESSURE OF 32 PSF PER FOOT OF HEIGHT. GEOTECHNICAL ENGINEER OF RECORD SHALL APPROVE BACKFILL PRIOR TO CONSTRUCTION. 3. ANY PORTION OF THE RETAINING WALL OVER THREE (3) FEET IN HEIGHT SHALL INCLUDE A FENCE (NOT SHOWN ON THESE PLANS) AT LEAST FORTY-TWO (42) INCHES HIGH ALONG THE TOP TO PROTECT PERSONS FROM INJURY DUE TO FALLING. THE FENCE TYPE AND LAYOUT SHALL BE APPROVED BY THE OWNER PRIOR TO CONSTRUCTION. FENCE INSTALLATION TO UTILIZE SLEEVE-IT FENCE POST ANCHORING SYSTEM. 4. PROVIDE AN INTERNAL DRAINAGE SYSTEM DESIGNED TO REMOVE INCIDENTAL WATER THAT INFILTRATES INTO THE SOIL BEHIND THE WALL. AKM APPROVED FOR CONSTRUCTION Sept 20, 2023 N 79°26'02" W 1 4 9 . 0 7 '271.84'N 32°45'50" E 460.20188.36'187.53'S 14°17'57" W 344.26156.73' E EN 32°48'48" E 297.81'100' SHEET FLOW 100' SHEET FLOW 375' SHALLOW CONCENTRATED FLOW 107' SHALLOW CONCENTRATED FLOW 361' CHANNEL FLOW 402' SHALLOW CONCENTRATED FLOW 498' CHANNEL FLOW (OFFSITE LINE) POA 193' CHANNEL FLOW (SITE LINE) DA SITE PRE: 4.07 AC. DA OFFSITE: 1.88 AC. C6.02 PRE-DEV. DRAINAGE AREAS LKP Project number: Date: Drawn by: Checked by: 21070C September 2, 2022 No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCE145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 40-23Revisions: Monteverde Engineering & Design Studio 250 E. Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 APPROVED FOR CONSTRUCTION Sept 20, 2023 T T E E LOADING SHEETZFUEL & CO N V E N I E N C E STORE~6,139 SF TanksDOG WASH105MAT WASH106RESTROOM102OFFICE101LOBBY100WASH TUNNEL104EQUIPMENT ROOM103MCC ROOM107817 816 812 808 811 NYLO PLA ST DO NOT PO LLU TEDRAINS TO WA TERWA YS FLOW DIRECTIO N DUCTILE IRONNYLOPLASTDO NOT POL L U T E D R A INS T O W A T E RW A Y S NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS FLOW DIRECTION DUCTILE IRON NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DO NOT POLLUTEDRAINS TO WATERWAYS FLOW DIRECTION DUCTILE IRO N NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWA Y S NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYS FLOW DIRECTION DUCTILE IRON NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPL AST DO NO T POLL UTEDRAINS TO WA TE RW AYS FLOW DIRECT I O N DUCTILE IRONNYLOPLASTDO NOT POL L U T E D R A IN S T O W A T E RW A Y S NYLOP LA ST DO NOT POL LU TE DRAIN S T O W AT ERWAY S FLOW DIRE C T I ON DUCTILE IRONNYLOPLASTDO NOT POLLU T E D R A I NS T O WAT E R WA Y S NYLOPLAST DO NOT POLL U T E DRAINS TO WAT E RWAYS FLOW DIRECTIO N DUCTILE IRON NYLOPLAST DO NOT POL L U T E DRAINS T O W A T E R W A Y SNYLOPL AST DO NO T PO LL UTEDRAINS TO WA TE RW AYS FLOW DIRECT I O N DUCTILE IRONNYLOPLASTDO NOT PO L L U TE D RAI N S TO W A T ER W A YS NYLOPL AS T DO NO T P OL LUT E DRAINS TO W ATE RW AY S FLOW DIREC T I O N DUCTILE IRONNYLOPLASTDO NOT PO L L U TE D RAI N S TO W A T ER W A YS NYLOPLAST DO NOT PO LLU TE DRAINS TO WATERWAYS FLOW DIREC T I ON DUCTILE IRON NYLOPLASTDO NOT POL L U T E D R A I NS T O WATE R W AYS NYLOPLAS T DO NOT P OLL U T E DRAINS TO W A TER W AYS FLOW DIRECTION DUCTILE IRON NYLOPLAST DO NOT POLLUTE D RAIN S T O W ATER W A Y S NYLOPLA ST DO NOT POL L UTE DRAINS TO WAT E R WA Y S FLOW DIREC TION DUCTILE IRON NYLOPLAST DO NOT POL L U T E DR A I N S T O WA T E R W A Y S FIRST 6 LF @ 2% DOWNSLOPE OUT OF TUNNEL FIRST 20 LF @ 1.5%DOWNSLOPE TO TUNNEL SLOPE PAD 1% TOWARDS DRIVE 810813812813 812813811811 81381 3 812813810 811810 81181181 2 81 3 815811 812 809 815 810814 811 8128138 1 3 814814 8 1 4 812 811 813 812 811 DA OFFSITE:1.88 AC. DASTORMTECH WEST: 0.95 AC. DA STORMTECH EAST (ONSITE): 2.37 AC. TOTAL TO STORMTECH EAST: 4.25 AC. DA UNC SOUTH: 0.62 AC. DA UNC NORTH: 0.13 AC. Project number: Date: Drawn by: Checked by: 21070C September 2, 2022 No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCE145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 40-23Revisions: Monteverde Engineering & Design Studio 250 E. Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 C6.03 POST-DEV. DRAINAGE AREAS LKP APPROVED FOR CONSTRUCTION Sept 20, 2023 T E E SHEETZFUEL & CO N V E N I E N C E STORE (~6 , 1 3 9 S F ) FFL: 812.0 0 LOADING SHEETZFUEL & CO N V E N I E N C E STORE~6,139 SF TanksDOG WASH105MAT WASH106RESTROOM102OFFICE101LOBBY100WASH TUNNEL104EQUIPMENT ROOM103MCC ROOM107817 816 812 808 811 NYLOPLAST DO NOT POLLUTEDRAIN S TO WAT ERWAY S FLOW D I R ECT I ON DUCTILE IRONNYLOPLAST DO NOT P O LLU T E D R AIN S TO WAT E RW A Y S NYLOPLAST DO NOT POLLUTE DRAINS TO WATERW A Y S FLOW DIRECTION DUCTILE IRON NYLOPLAST DO NOT POLLUTE DRAINS TO W A T E R W A Y S NYLOPLAST DO NOT POLLUTEDRAINS TO WATERWAYS FLOW DIRECTION DUCTILE IRO N NYLOPLAST DO NOT POLLUTE DRAINS TO WATERW A Y S NYLOPLASTDO NOT POLLUTE DRAINS TO WATERWAYS FLOW DIRECTION DUCTILE I R ONNYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLA ST DO N OT POL LU TEDRAINS TO WATERWAYS FLOW DIR E CTI O N DUCTILE IRONNYLOPLASTDO NOT POL L UTE DR A I NS T O W A TER W AY S NYLOPLAS T DO NOT PO LL UT EDRAINS TO WATERW AYS FLOW DIREC T I ON DUCTILE IRON NYLOPLAST DO NOT P O LLU T E D R AIN S TO WAT E RW A Y S NYLOPLASTDO NOT POLLUTE DRAINS T O WATER WAYS FLOW DIREC T I O N DUCTILE IRON NYLOPLAST DO NOT P O L L U T E DRAINS T O W A T E R WAYSNYLOPLASTDO NOT POLLUTEDRAIN S TO WAT ERWAY S FLOW D I R ECT I ON DUCTILE IRONNYLOPLAST DO NOT PO L LUT E D R A INS TO W ATE R WA Y S NYLOPLAST DO NOT POLLUTEDRAIN S TO WATERWAYS FLOW D I R ECT I ON DUCTILE IRONNYLOPLAST DO NOT P O LLU T E D R AIN S TO WAT E RW A YS NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIR E CTIO N DUCTILE IRON NYLOPLASTDO NOT POL L UTE DRA I N S TO WAT E RWA Y S NYLOPLA ST DO NOT POLLU TE DRAINS T O W ATE RWA YS FLOW DIRE C TIO N DUCTILE IRO N NYLOPLAST DO NOT POLLU T E DRAI N S T O W A T E RWA Y S NYLOPLAS T DO NOT PO LLUT E DRAINS T O WA TER WAY S FLOW DIRECT I O N DUCTILE IRON NYLOPLAST DO NOT PO L L UTE D R AINS T O WATE R W A YS 810813812813 81281381181181381 3 812813810 811810 81181181 2 81 3 815811 812 809 815 810814 811 8128138 1 3 814814 8 1 4 812 811 813 812 811 EQUIPMENT ROOMSFFL: 813.25CAR WASH TUNNELC6.04 SWM PLAN Feet 0 30 60 SCALE: 1" = 30'-0" Project number: Date: Drawn by: Checked by: 21070C September 2, 2022 No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCE145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 40-23Revisions: Monteverde Engineering & Design Studio 250 E. Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 NOTES: 1. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDING PAD FOOTPRINT AT ALL TIMES; CROWN PAD AS NECESSARY IN TIMES OF PROJECT DORMANCY. 2. ROOF LEADER TIE-INS LOCATION, SIZE AND MATERIAL TO BE COORDINATED WITH ARCHITECTURAL PLANS. 3. FOR BACKFILL AND BEDDING REQUIREMENTS WITHIN VDOT RIGHT OF WAY, PLEASE REFER TO VDOT STD. DETAIL PB-1 IN SHEET C9.03. KLM APPROVED FOR CONSTRUCTION Sept 20, 2023 C6.05 STORM PIPE PROFILES Project number: Date: Drawn by: Checked by: 21070C September 2, 2022 No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCE145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 40-23Revisions: Monteverde Engineering & Design Studio 250 E. Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 KLM APPROVED FOR CONSTRUCTION Sept 20, 2023 C6.06 STORM PIPE PROFILES Project number: Date: Drawn by: Checked by: 21070C September 2, 2022 No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCE145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 40-23Revisions: Monteverde Engineering & Design Studio 250 E. Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 KLM APPROVED FOR CONSTRUCTION Sept 20, 2023 T 18 LOADING SHEETZFUEL & CO N V E N I E N C E STORE~6,139 SF TanksDOG WASH105MAT WASH106RESTROOM102OFFICE101LOBBY100WASH TUNNEL104EQUIPMENT ROOM103MCC ROOM107817 816 808 811 NYLOPL AS T DO NOT POL LU TE DRAINS TO W ATE RW AY S FLOW DIREC T I O N DUCTILE IRONNYLOPLASTDO NOT POLLUT E DRA I N S TO W A TE R W AYS NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYS FLOW DIRECTION DUCTILE IRON NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS NYLOP LA ST DO NOT POL LU TE DRAIN S T O W AT ERWAY S FLOW DIRE C T I ON DUCTILE IRONNYLOPLAST DO NOT POLLU T E D R A I NS T O WAT E R WA Y S NYLOPL AS T DO NO T P OL LUT EDRAINS TO WA TE RW AYS FLOW DIREC T I O N DUCTILE IRONNYLOPLASTDO NOT PO L L U TE D RAI N S TO W A T ER W A YS NYLOPLAST DO NOT POLLU T E DRAINS TO W ATERWAYS FLOW DIRECTIO N DUCTILE IRON NYLOPLAST DO NOT POLLUT E D R A I N S T O WATERWA Y S NYLOPLAST DO NOT PO LLUTEDRAINS TO W ATE RW AYS FLOW DIRECTI O N DUCTILE IRON NYLOPLASTDO NOT POLLU T E DR A I N S TO W ATER W A YS NYLOPLAS T DO NOT POL L UTE DRAINS TO WA T E RW A YS FLOW DIRECTI O N DUCTILE IRON NYLOPLAST DO NOT POLLU TE D R A I N S TO W A T E R W AYS NYLOPLAS T DO NOT P O LLU T E DRAINS TO W A TER W AYS FLOW DIRECTION DUCTILE IRON NYLOPLAST DO NOT POLLUTE D RAIN S T O W ATER W A Y S 810813813 812813811811810 811811815809 815 811 8128138 1 3 814814 8 1 4 812 811 813 812 811 C6.07 STORM PIPE PROFILES Project number: Date: Drawn by: Checked by: 21070C September 2, 2022 No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCE145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 40-23Revisions: Monteverde Engineering & Design Studio 250 E. Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 KLM APPROVED FOR CONSTRUCTION Sept 20, 2023 RESIDUAL OF CONSOLIDATED PARCEL TO REMAIN VEGETATED AS PART OF THIS PROJECT (UNLESS/UNTIL MODIFIED BY FUTURE SITE PLAN)TEELOADINGSHEETZFUEL & CONVENIENCESTORE~6,139 SFTanks DOG W A S H 105 MAT W A S H 106 RESTR O O M 102 OFFIC E 101 LOBBY 100 WASH T U N N E L 104 EQUIP M E N T R O O M 103 MCC R O O M 107 NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTIONDUCTI L E I RO N NYLO P LA STDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDO NOT POLLUTEDRAINS TO WA TERWAYS FLOW DI RE C TI ONDUCTILE IRONNYLOPLASTDO NO T PO L LU TE D RA I NS T O W AT ER WA YSNYLOPLAST DO NO T PO LLUTEDRAINS TO WA TERWAYS FLOW D IR EC T IO N DUCTILE IRONNYLOPLAST DO N O T P OL LU T E DR A IN S T O W AT E RW AY S NYLO P LAS TDO NO T P O L LUTE DRA I NS TO W A TER WA Y S FLO W D IR E C T I O NDUCTILE IRON NYLOPLAST DO NO T PO L L U T E D R A I N S T O W A TE R WA Y S NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTIONDUCTILE IR ON NYLOP L AS TDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTIONDUCT I LE I RO NNYLOPL A STDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYS FLOW DIRECTIONDUCTILE IRONNYLOPLASTDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTIONDUCTI L E I RO N NYLOP LA S TDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTIONDUCT I LE I RO NNYLOPL A STDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTION DUCTILE I RO N NYLOPL AS TDO NOT POLLUTE DRA INS TO WA TERWAYS NYLOPLAST DO NOT POLL U T EDRAINS TO W A T E R W A Y S FLOW DIRECTIONDUCTILE IRONNYLOPLAST DO NOT POLLUTE DRAINS TO W A T E R W A Y S NYLOPLAST DO NOT POLLUT EDRAINS TO WAT E R W A Y S FLOW DIRECTION DUCTILE IRON NYLOPLA S T DO NOT POLLUTE DR A I N S T O W A T E R W A Y S 50.5 CK (1) IVN (18) OA (1) GB (4) OA (1) CK (1) OA (1) AR (1) QP (1) QP (1) PC (1) CK (1) QP (1) 10' SHARED USE TRAIL 50' BUFFER WITH 10' WIDE PEDESTRIAN TRAIL AND TREES AND SHRUBS (REQUIRED BY PROFFERED CONDITION #5) CK (1) OA (1) AAR (1) CJ (11) OA (1) CK (1)BS (5) FG (5) QP (1) IVR (6) IVJ (1) AR (1) CAR (5) AR (1) IV (6) QP (1) VN (5) CA (3) NS (1) IVR (6) NS (1) CAR (4) HM (3) IVJ (1) PC (1) PC (1) FG (3) FG (3) AA (5) OV (1) OV (1) OV (1) VN (3) HM (4) OV (3) AAR (5) OA (1) OA (1) CK (1) OA (1) CK (1) AR (1) AR (1) AR (1) GB (4) NS (3) FG (6) BS (7) BM (16) VD (16) IG (16) AG (16) JC (16) AA (5) AAR (2)AAR (2)AAR (3) OV (1) OV (1) CAR (4) FG (6) NO PLANTINGS WITHIN SIGHT DISTANCE TRIANGLE (SHADED) C7.01 LANDSCAPE PLAN Project number: Date: Drawn by: Checked by: 21070C September 2, 2022 No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCE145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 40-23Revisions: Monteverde Engineering & Design Studio 250 E. Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 JMO SORUS RT. 50/NORTHWESTERN TURNPIKEPARKING LOT AREA IMPERVIOUS AREA BEYONDPARKING AREA LEGEND INTERIOR PARKING LANDSCAPE AREA LANDSCAPE AREA OUTSIDE PARKING INTERIOR LANDSCAPE NOTE: TREE AND SHRUB SPECIES NOTED IN TEXT BOXES ARE THOSE PLACED TO SATISFY PROFFERED CONDITIONS WITHIN 50' ROUTE 50 BUFFER. ALLOTHERS ARE PLACED TO SATISFY PARKING LOT LANDSCAPING REQUIREMENTS. NOTE: NO PLANTINGS SHALL BE LOCATED WITHIN 3.0' OF THE SHARED USE PATH; MAINTAIN LOCATIONS DEPICTED ON THIS SHEET TO AVOID CONFLICTS. APPROVED FOR CONSTRUCTION Sept 20, 2023 Project number: Date: Drawn by: Checked by: 21070C September 2, 2022 No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCE145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 40-23Revisions: Monteverde Engineering & Design Studio 250 E. Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 C7.02 LANDSCAPE NOTES & DETAILS JMO SOR SET TREE TRUNK STRAIGHT UPRIGHT.NEVER CUT TREE LEADER. PRUNE DAMAGED OR BROKEN BRANCHES. MAINTAIN NATURAL SHAPE WIRE TREE TO STAKES. WIRE THAT WRAPS AROUND TREE TO BE ENCLOSEDIN RUBBER HOSE (2) 8' LONG, 2" DIA. SOUND WOOD STAKES SET 180° APART. ALLOW FOR NATURAL SWAY. KRAFT WRAP FOR TREES 2"CALIPER AND LARGER SET ROOT COLLAR AT FINISH GRADE 3" MULCH LAYER. DO NOT PLACE MULCHWITHIN 4" OF ROOT COLLAR. 3" HIGH SAUCER WATERING RING AROUND ENTIRE TREE REMOVE TOP 1/3 OF BURLAP FROM ROOT BALL PLANTING MIX PLACED IN 12" LIFTS. TAMP LIGHTLY, COMPACT TO MAX. 85% DENSITY. PLACE ROOT BALL ON TOP OF DIRT MOUND LEAVING 6" DEEP TRENCH AROUND EDGE OFTREE PIT AS SHOWN PRUNE TO MAINTAIN NATURAL SHAPE SET ROOT COLLAR AT FINISH GRADE 3" MULCH LAYER. DO NOT PLACE MULCH WITHIN 4" OF MAIN STEM OF SHRUB 3" HIGH SAUCER WATERING RING AROUND ENTIRE SHRUB REMOVE TOP 1/3 OF BURLAP PLANTING MIX PLACED IN 6" LIFTS. TAMP LIGHTLY, COMPACT TO MAX. 85% DENSITY. PLACE ROOT BALL ON TOP OF DIRT MOUND LEAVING TRENCH AROUND EDGE OF TREE PIT AS SHOWN SET SHRUB STRAIGHT UPRIGHT 1 TREE DETAIL NTS 2 SHRUB DETAIL NTS 3 GRASS/PERENNIAL DETAIL NTS MIN. 2X BALL WIDTH MIN. 2X BALL WIDTH GROUND COVER, PERENNIAL OR GRASS EQUAL SPACING BETWEEN ALL PLANTS, STAGGER ROWS 3" MULCH LAYER SPECIFIED PLANTING MIX LOOSEN ROOTS, CUT MATTED OR ENCIRCLING ROOTS AND SPREAD OUT EVENLY PREPARED, SCARIFIED SUBSOIL PLANTING NOTES: 1. EXACT LOCATION OF UNDERGROUND UTILITIES SHALL BE VERIFIED IN THE FIELD BY THE INSTALLER. PLANTINGS SHALL BE ADJUSTED AS NECESSARY TO AVOID CONFLICT WITH UTILITIES.2. SUBSOIL CONDITIONS AND ADDITIONAL SUBSURFACE DRAINAGE REQUIREMENTS SHALL BE DETERMINED IN THE FIELD BY THE INSTALLER. ANY CONDITIONS DETRIMENTAL TO THE GROWTH AND HEALTH OF PROPOSED PLANT MATERIALS SHALL BE ADJUSTED TO MEET SITE CONDITIONS AND BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER PRIOR TO PLANTING.3. PLANT MATERIAL SHALL BE PLANTED SO AS TO BEAR THE SAME RELATIONSHIP TO GRADE AS IN THE FIELD OR CONTAINER IT WAS GROWN IN. 4. THE INSTALLER SHALL STAKE OUT ALL TREE, SHRUB AND BED EDGE LOCATIONS FOR THE PROJECT MANAGERS APPROVAL PRIOR TO BEGINNING PLANTING OPERATIONS. NOTIFY PROJECT MANAGER IF FIELD CONDITIONS WARRANT ADJUSTMENT OF PLANT LOCATIONS. 5. MULCH ALL DISTURBED AREAS WITH A MINIMUM OF 3" DEEP LAYER OF (DOUBLE) SHREDDED HARDWOOD BARK MULCH, OR PINE STRAW AS SHOWN ON PLANS. ALL DISTURBED SOIL SURFACES SHALL BE COVERED EITHER WITH LAWNS, PLANTS, OR MULCH. 6. BED LINES SHALL CONFORM TO CONFIGURATION SHOWN ON THE PLANS. BED LINES SHALL MEET CURBS, WALKS, BUILDINGS, ETC. AT RIGHT ANGLES UNLESS SHOWN OTHERWISE. 7. IN CASE OF A DISCREPANCY BETWEEN THE PLANT COUNT ON THE PLANT LIST AND THE NUMBER OF PLANTS SHOWN ON THE PLAN, THE NUMBER OF PLANTS ACTUALLY DRAWN SHALL BE THE NUMBER REQUIRED.8. ALL PLANT MATERIAL TO MEET STANDARDS FOR SIZE AND QUALITY. 9. LANDSCAPING SHALL NOT IMPEDE SIGHT DISTANCES OR BE PLANTED WITHIN UTILITY EASEMENTS. 10. NO TREES OR SHRUBS SHALL BE PLACED ON FREDERICK WATER EASEMENTS. ·SPECIES LISTED HEREIN MAY BE SUBSTITUTED SO LONG AS FORM AND CHARACTERISTIC REMAIN THE SAME AND SPECIES ARE ON THEAPPROVED LIST WITHIN THE COUNTY ZONING ORDINANCE. CONTRACTOR SHALL COORDINATE CHANGES WITH OWNER, ENGINEER OR LANDSCAPE ARCHITECT BEFORE INSTALLATION. ·ALL EVERGREEN SHRUBS FOR PARKING SCREENING TO BE MINIMUM 36" HEIGHT AT TIME OF PLANTING PER CITY CODE. FREDERICK COUNTY LANDSCAPE PLANTING REQUIREMENTS: ·PERIMETER LANDSCAPING: THE PERIMETER OF ALL IMPERVIOUS AREAS SHALL BE LANDSCAPED WITH SHADE TREES AND OTHER LANDSCAPING, WITH ONE TREE PROVIDED FOR EVERY 2,000 SF OF IMPERVIOUS AREA FOR THE FIRST 100,000 SF OF THE ENTIRE SITE, AND ONE TREE FOR EACH 5,000 SF EXCEEDING 100,000 SF. PERIMETER TREES ARE TO BE REASONABLY DISPERSEDTHROUGHOUT THE PARKING LOT. A 3-FT. HIGH EVERGREEN HEDGE, BERM, FENCE OR WALL SHALL BE PROVIDED TO PREVENT HEADLIGHTS FROM SHINING ON PUBLIC RIGHTS-OF-WAY AND ADJOINING PROPERTIES.EVERGREEN SHRUBS TO BE MINIMUM 3 FT. HIGH AT TIME OF PLANTING. ·INTERIOR LANDSCAPING: A MINIMUM OF 5% OF THE INTERIOR PORTIONS OFPARKING LOTS SHALL BE LANDSCAPED FOR THE PURPOSE OF PROVIDING SHADE TREES. MINIMUM ONE SHADE TREE SHALL BE PROVIDED WITHIN THE INTERIOR OF THE PARKING LOT FOR EACH 10 PARKING SPACES. ·MINIMUM LANDSCAPED AREA: B2-ZONED PROPERTY SHALL HAVE A MINIMUM LANDSCAPED AREA OF 15% OF THE LOT AREA. ·BUFFER SCREENING: NO LANDSCAPE BUFFER IS REQUIRED FOR B2-ZONED PROPERTY ADJACENT TO OTHER B2-ZONED PROPERTY OR FOR B2-ZONED PROPERTY ADJACENT TO A STATE ROAD CLASSIFIED AS ARTERIAL. ·TREES SHALL BE PLANTED NO CLOSER THAN 3 FEET FROM TO THE EDGE OF SIDEWALKS, CURBS OR OTHER PAVEMENT. TREES SHALL NOT BE PLANTED WITHIN EASEMENTS FOR WATER, SEWER, ELECTRIC OR GAS. LANDSCAPE ANALYSIS TOTAL PARCEL AREA:203,425 SF (4.67 AC) TOTAL IMPERVIOUS AREA: 107,300 SF (ASPHALT, CONCRETE, ETC.) PERIMETER TREES REQUIRED: 51.5 TREES (100,000/2,000 = 50 TREES + 7,300/5000 = 1.5 TREES) EVERGREEN HEDGE REQUIRED: ALONG ALL PROPERTY LINES FACING PARKINGPARKING LOT AREA:51,058 SF INTERIOR LANDSCAPE REQUIRED: 51,058 x 0.05 = 2,553 SF (5% OF PARKING AREA) INTERIOR LANDSCAPE PROPOSED: 3,501 SF (6.8% OF PARKING AREA) INTERIOR TREES REQUIRED: 6.1 TREES (1 PER 10 PARKING SPACES; 61 SPACES / 10) TOTAL TREES REQUIRED:58 (51.5 PERIMETER + 6.1 INTERIOR) TOTAL TREES PROPOSED: 63 (56 PERIMETER, 7 INTERIOR) LANDSCAPED AREA REQUIRED: 203,425 x 0.15 = 30,514 SF (15% OF TOTAL SITE) LANDSCAPED AREA PROPOSED: 69,353 SF (34.1% OF TOTAL SITE, INCL UNDEVELOPED PORTION) WITHIN PROFFERED RTE 50 BUFFERPROFFERED TREES WITHIN BUFFER: 1 PER 40 LF OF FRONTAGE; 10 MIN 420 LF OF FRONTAGE / 40 = 11 TREES REQUIRED PROPOSED TREES WITHIN BUFFER: 11 SHADE TREES PROFFERED SHRUBS WITHIN BUFFER: 1 PER 5 LF OF FRONTAGE; 80 MIN 420 LF OF FRONTAGE / 5 = 84 SHRUBS REQUIRED PROPOSED SHRUBS WITHIN BUFFER: 84 SHRUBSNOTE: PROFFERED TREES AND SHRUBS ARE IN ADDITION TO REQUIRED PARKING LOT LANDSCAPING, AS LISTED ABOVE. ROUTE 50 BUFFER - PROFFERED CONDITION ITEM #5: THE OWNER(S) AGREE TO CONSTRUCT A TEN (10) FOOT WIDE PEDESTRIAN TRAIL WITHIN A FIFTY (50) FOOT WIDE BUFFER RUNNING CONCURRENTLY WITH THE PROPERTY'S ROUTE 50 FRONTAGE. THE TRAIL WILL BE PAVED WITH AN ALL WEATHER SURFACE ACCEPTABLE TO THE FREDERICK COUNTY DEPARTMENT OF PLANNING AND DEVELOPMENT. THE BUFFER WILL CONTAIN NO PERMANENT SURFACE IMPROVEMENTS WITH THE EXCEPTION OF THE PEDESTRIAN TRAIL, LANDSCAPE ELEMENTS, MEANS OF ACCESS, AND UTILITY RISER STRUCTURES. THE TRAIL WILL BE OWNED AND MAINTAINED BY THE PROPERTY OWNER(S). THE BUFFER WILL BE LANDSCAPED BY THE INCLUSION OF ONE SHADE TREE PER 40 LINEAR FEET OF ROAD FRONTAGE (MINIMUM 10 TREES) AND ONE ORNAMENTAL SHRUB PER 5 LINEAR FEET OF ROAD FRONTAGE (MINIMUM 80 SHRUBS) OR THE OWNERS WILL PRESERVE A ROUGHLY EQUIVALENT AMOUNT OF EXISTING VEGETATION, OR A COMBINATION THEREOF. A LANDSCAPE/BUFFER PLAN WILL BE SUBMITTED ALONG WITH THE FIRST SITE PLAN FOR THE SITE OR ANY PORTION THEREOF. THE TRAIL AND BUFFER WILL BE COMPLETEDPRIOR TO THE OCCUPANCY OF ANY STRUCTURE ON THE SITE EXCLUDING, HOWEVER, OCCUPANCY OF THE EXISTING STRUCTURES ON THE PROPERTY WHICH ARE CURRENTLY OCCUPIED FOR RESIDENTIAL USE. 2' CLEAR ZONE2' CLEAR ZONE 8' CLEAR ZONE 8' CLEAR ZONE 4 SHARED USE TRAIL DETAIL NTS PLANT SCHEDULE BOTANICAL NAME (COMMON NAME)QUANTITY MIN. SIZE SPACING REMARKS SHRUBS TREES SYMBOL AG ABELIA GRANDIFLORA "SUNSHINE DAYDREAM" (SUNSHINE DAYDREAM ABELIA)16 5 GAL.36" MIN. HT.CAN BE PLANTED B&B NS NYSSA SYLVATICA (BLACK GUM) 7 2" CAL.10' MIN. HT.AS SHOWN PLANT B&B BM BUXUS MICROPHYLLA JAPONICA (GREEN BEAUTY BOXWOOD)16 5 GAL. 36" MIN. HT.CAN BE PLANTED B&B IG ILEX GLABRA "NIGRA" (NIGRA INKBERRY)16 5 GAL. 36" MIN. HT. CAN BE PLANTED B&B IVN ILEX VOMITORIA "NANA" (DWARF YAUPON HOLLY)18 5 GAL. 36" MIN. HT. CAN BE PLANTED B&B JC JUNIPERUS CHINENSIS "NICK'S COMPACT" (NICK'S COMPACT JUNIPER)16 5 GAL. 36" MIN. HT. CAN BE PLANTED B&B 5 GAL. 36" MIN. HT. CAN BE PLANTED B&B VD VIBURNUM DAVIDII (DAVID VIBURNUM)16 13 1.5" CAL. 8' MIN. HT.AS SHOWN 8 2" CAL. 10' MIN. HT.AS SHOWN PLANT B&B 8 AS SHOWN CJ CERCIDIPHYLLUM JAPONICUM (KATSURA TREE) AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN OA OXYDENDRON ARBOREUM (SOURWOOD) 6 1.5" CAL. 8' MIN. HT.AS SHOWN PLANT B&B,SINGLE STEM TRUNK 11 2" CAL. 10' MIN. HT.AS SHOWN PLANT B&B PC PISTACIA CHINENSIS (CHINESE PISTACHE) 5 2" CAL. 10' MIN. HT.AS SHOWN PLANT B&B 3 2" CAL.10' MIN. HT.AS SHOWN PLANT B&B CAN BE PLANTED B&BAS SHOWN BS BUXUS SEMPERVIRENS "ELEGANTISSIMA" (ELEGANTISSIMA VARIEGATED BOXWOOD)7 5 GAL. 36" MIN. HT. AA ARONIA ARBUTIFOLIA "BRILLIANTISSIMA" (BRILLIANTISSIMA CHOKEBERRY)10 3 GAL. 18" MIN. HT.CAN BE PLANTED B&BAS SHOWN CA CLETHRA ALNIFOLIA (SWEET PEPPERBUSH)3 3 GAL. 18" MIN. HT.CAN BE PLANTED B&B CAN BE PLANTED B&BAS SHOWN AS SHOWN CAR CLETHRA ALNIFOLIA "RUBY SPICE" (RUBY SPICE SUMMERSWEET)13 3 GAL. 18" MIN. HT. IVJ ILEX VERTICILLATA "JIM DANDY" (JIM DANDY WINTERBERRY HOLLY)2 3 GAL.18" MIN. HT.CAN BE PLANTED B&BAS SHOWN IVR 12 3 GAL. 18" MIN. HT.CAN BE PLANTED B&BAS SHOWNILEX VERTICILLATA "RED SPRITE" (RED SPRITE DWARF WINTERBERRY HOLLY) CAN BE PLANTED B&BAS SHOWNHMHYDRANGEA MACROPHYLLA "PIIHM-1" (ENDLESS SUMER TWIST-N-SHOUT HYDRANGEA)7 3 GAL. 18" MIN. HT. CAN BE PLANTED B&BAS SHOWN233 GAL.18" MIN. HT.FG FOTHERGILLA GARDENII (DWARF FOTHERGILLA) IV ITEA VIRGINIA (VIRGINIA SWEETSPIRE)6 3 GAL. 18" MIN. HT.CAN BE PLANTED B&BAS SHOWN 3 GAL. 18" MIN. HT.VN VIBURNUM NUDUM "BRANDYWINE" (BRANDYWINE VIBURNUM)8 CAN BE PLANTED B&BAS SHOWN CK CORNUS KOUSA (KOUSA DOGWOOD) AR ACER RUBRUM (RED MAPLE) AAR AMELANCHIER ARBOREA (DOWNY SERVICEBERRY) GB GINKGO BILOBA (GINKGO - MALE) QP QUERCUS PHELLOS (WILLOW OAK)5 2" CAL. 10' MIN. HT.AS SHOWN PLANT B&B PLANT B&B, SINGLE STEM TRUNK 8 2" CAL. 10' MIN. HT.AS SHOWN PLANT B&BOVOSTRYA VIRGINIANA (HOPHORNBEAM) 1.5" CAL.8' MIN. HT.PLANT B&B, SINGLE STEM TRUNK APPROVED FOR CONSTRUCTION Sept 20, 2023 T T E E 18 LOADING SHEETZFUEL & CONVENIENCESTORE~6,139 SF TanksDOG WASH105MAT WASH106RESTROOM102OFFICE101LOBBY100WASH TUNNEL104EQUIPMENT ROOM103MCC ROOM107NYLO P LA ST DO N O T PO L LU TE DRAIN S T O W AT ER WA YS FLOW DIREC T I O N DUCTILE IRONNYLOPLAST DO NOT POL L U T E D R A IN S T O W A T E RW A Y S NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYS FLOW DIRECTION DUCTILE I R O N NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYS FLOW DIRECTIONDUCTILE IRONNYLOPLASTDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYS FLOW DIRECTION DUCTI L E I R O N NYLOP L A S T DO NOT POLLUTE DRAINS TO WATERWAYS NYLOP LA S T DO NO T P OL L UT E DRAINS TO W AT E RW AY S FLOW DIRECT I O N DUCTILE IRONNYLOPLAST DO NOT POLL U T E D R A I NS T O WA T E RW A Y S NYLO PL AS TDO NOT PO LL U TE DRAI N S T O WA T ERW A YS FLOW DIRE C T I ON DUCTILE IRONNYLOPLAST DO NOT PO L L U TE D RA I N S TO W A TE R W A YS NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DI R E C T I O N DUCTILE IRON NYLOPLAST DO NOT P O L L U T E D R A I N S T O W A T E R W A Y S NYLO PL AS T DO N O T PO L LU TE DRAI N S T O WA T ERW A YS FLOW DIREC T I O N DUCTILE IRONNYLOPLAST DO NOT POL L U T E D R A IN S T O W A T E RW A Y S NYLO P LA ST DO N O T PO L LU TE DRAIN S T O W AT ER WA YS FLOW DIRECT I O N DUCTILE IRONNYLOPLAST DO NOT POLL U T E D R A I NS T O WA T E RW A Y S NYLOPLA ST DO NOT PO LL UTEDRAINS TO WATERWA YS FLOW DIRECTIO N DUCTILE IRONNYLOPLASTDO NOT PO L L U TE D RAIN S T O W A T ERW A Y S NYLOPL A ST DO NOT POLLU T E DRAINS T O WATER W A YS FLOW DIRECTIO N DUCTILE IRON NYLOPLAST DO NOT POL L U T E DRAI N S T O W A T E RWAYS NYLOPL A ST DO NOT P OLLUTE DRAINS TO W A TERWA Y S FLOW DIRECT I O N DUCTILE IRONNYLOPLAST DO NOT PO L L U T E D R AINS TO W A T E R W A Y S FIRST 6 LF @ 2 % D O W N S L O P E OUT OF TUN N E L FIRST 20 LF @ 1 . 5 % DOWNSLOP E T O T U N N E L SLOPE PAD 1 % TOWARDS D R I V E 70F 72F 73F 75F 76F 77F 78F 79F 80F 81F 84G 85H 86H 89H 90H 91H 92H 93H 94H 87H88H 68F 69F71F 74F 82G 83G 95J 96K 1A 2A 3A 4A 5A 6A 7A 8A 9A 10A 11A 12A 13A 14A 15A 16A 17A 18A 19A 20A 21A 22A 39C 40C 41C42C 43C 44C 45C 46C 47C 48C 49C50C 51C 52C53D 54D 55D 56E 57E58E59E60E61E62E63E64E65E 66E 67E 97E 98E99E 100E101E 102L 103L 104L 105L 106L 107L 108L 109L 110L111L 24B 28B 29B27B26B25B 23B 30B 31B 32B 33B 35B 34B36B37B 38B 0.8 1.1 1.2 1.6 1.5 1.1 1.3 1.9 3.4 1.0 1.3 2.2 4.3 0.9 1.2 1.8 3.4 4.7 1.1 1.4 2.1 2.9 2.9 0.9 1.2 1.5 1.8 2.1 2.0 2.4 0.6 1.0 1.2 1.7 2.1 2.5 3.2 3.5 4.0 3.3 3.3 2.3 1.8 1.3 1.6 1.9 1.8 2.3 2.3 2.3 0.7 1.2 2.0 2.5 2.6 4.3 5.2 4.1 3.2 3.5 3.1 1.8 1.2 1.7 3.0 3.7 3.9 4.2 4.6 3.8 2.3 1.8 2.3 2.2 2.9 0.6 4.5 4.1 4.1 1.4 1.9 3.2 4.0 4.8 5.4 4.7 4.0 2.2 1.9 2.5 2.8 3.3 3.2 2.4 2.2 1.4 1.0 4.7 4.8 3.8 2.6 1.9 1.7 1.7 4.8 3.9 2.4 2.3 2.7 2.7 2.2 2.3 2.9 2.1 1.2 1.0 1.4 2.2 2.3 3.1 2.9 2.6 3.7 4.8 4.2 3.3 2.4 1.8 1.6 1.5 4.8 3.6 2.3 2.2 1.9 1.5 1.7 1.7 2.0 2.0 1.2 1.0 1.5 2.5 2.9 2.7 3.2 2.1 1.9 0.9 3.7 3.6 4.2 3.1 2.3 3.7 4.5 4.0 3.5 2.0 1.7 1.5 1.4 1.3 1.3 1.4 1.6 1.3 1.3 1.8 2.2 2.1 2.1 2.4 2.7 1.6 0.8 4.2 4.1 4.1 3.2 3.2 9.8 9.5 3.7 4.1 3.4 3.0 2.3 1.8 1.7 1.7 1.7 1.7 1.6 1.7 1.7 1.8 1.9 1.8 1.8 1.8 1.6 1.9 1.6 0.8 5.1 4.3 3.7 3.3 3.4 2.1 2.8 2.4 2.4 3.3 3.8 4.3 4.9 5.1 5.1 5.0 5.2 5.1 5.2 5.2 5.0 4.4 3.5 2.6 1.8 1.5 0.9 5.4 3.8 3.2 3.1 1.8 2.9 2.4 3.1 5.4 8.0 10.5 12.3 13.0 13.0 12.9 13.2 13.0 13.0 13.0 12.3 10.4 7.7 5.1 2.7 1.5 1.1 5.3 3.6 3.0 2.7 5.1 2.4 2.8 2.9 4.4 10.0 9.5 3.8 1.7 1.3 4.3 3.3 2.9 2.6 3.7 2.2 3.1 3.4 5.9 14.8 13.5 4.9 1.8 1.6 3.8 3.3 2.9 3.2 3.7 6.8 14.5 12.6 5.1 2.0 2.4 5.4 4.0 3.1 2.9 5.8 3.0 5.2 13.5 11.9 4.1 2.6 3.9 6.2 4.8 3.3 2.9 3.7 2.8 4.3 7.8 6.5 2.9 3.1 4.9 4.8 3.4 2.8 3.1 2.4 2.5 3.0 4.1 4.9 5.2 5.2 5.3 5.2 5.0 4.9 4.7 4.6 4.6 4.0 3.3 2.3 1.9 2.9 4.6 4.1 3.1 2.7 2.8 5.6 2.1 2.3 2.7 3.0 2.9 2.6 2.2 2.1 2.0 1.9 2.1 2.1 2.0 2.2 1.9 2.1 1.9 1.7 2.2 3.3 4.3 3.5 3.1 2.8 3.3 2.1 2.7 4.0 5.2 4.9 3.5 2.4 1.9 1.7 1.7 1.9 2.7 3.3 3.6 4.1 3.4 2.6 2.0 1.7 2.0 5.0 3.5 2.8 2.9 2.1 3.2 4.4 4.9 3.7 2.5 1.8 1.9 2.0 2.8 4.2 4.0 3.7 3.3 2.7 1.7 1.4 6.1 4.0 3.0 2.7 5.1 4.7 2.7 2.4 1.9 2.0 2.8 4.6 3.6 3.3 4.2 5.3 6.9 4.3 3.3 1.8 1.2 5.7 3.9 3.0 2.4 3.1 9.3 3.5 2.4 2.5 1.6 2.7 9.1 21.4 28.5 21.3 17.5 18.2 15.6 8.8 12.2 5.2 4.0 3.2 1.6 1.0 3.4 2.8 2.3 2.6 5.8 4.1 2.6 2.0 2.3 3.4 1.7 3.0 5.6 40.0 4.8 19.0 31.8 27.9 6.9 5.2 3.7 2.5 1.3 0.9 3.8 3.1 2.6 2.5 2.6 2.4 1.9 1.5 1.7 1.8 2.4 4.4 2.1 3.1 5.9 30.2 8.1 4.2 3.6 2.5 1.4 0.8 5.2 3.9 2.7 2.2 2.1 1.4 1.7 1.8 2.4 4.3 3.6 6.2 28.5 5.6 3.1 2.7 2.7 1.7 0.8 4.8 2.7 2.0 2.2 1.7 1.8 1.8 2.1 3.1 4.8 8.2 12.2 6.6 3.6 3.3 2.4 1.5 0.9 4.4 2.6 1.9 2.2 2.2 1.8 1.9 1.8 1.8 2.1 2.4 2.2 6.4 9.8 11.1 5.1 3.8 3.4 1.8 1.3 0.9 3.0 2.1 1.9 2.8 3.0 2.3 1.9 2.0 1.9 1.8 1.8 1.9 2.3 7.4 8.6 26.8 7.2 4.2 2.8 1.9 1.3 1.0 4.5 2.9 2.2 2.2 2.0 1.8 1.7 1.8 2.5 7.3 10.1 8.7 6.0 4.6 3.0 2.1 1.5 1.0 5.4 3.3 2.3 2.3 2.1 1.9 1.7 1.9 2.5 7.9 8.8 45.4 7.5 4.1 4.1 2.6 1.7 0.9 5.1 3.1 2.3 2.3 2.1 1.9 1.8 1.9 2.5 6.9 10.0 35.2 7.5 5.0 4.5 3.4 1.7 0.8 3.7 2.7 2.3 2.3 2.0 1.9 1.9 2.4 2.3 6.7 7.0 10.5 8.5 5.4 4.5 3.1 1.6 0.9 2.7 2.4 2.3 2.4 2.1 2.1 2.7 3.7 2.6 5.1 8.9 6.8 6.2 5.5 12.5 30.2 10.3 7.4 9.3 5.5 3.9 3.1 1.6 1.0 2.4 2.5 2.6 2.5 2.2 2.3 3.7 5.2 3.0 3.6 6.0 6.7 4.9 9.9 8.5 7.6 10.7 2.6 2.3 1.4 0.9 2.4 2.3 2.4 2.4 2.2 2.4 4.1 2.6 2.7 1.9 1.9 2.1 3.0 4.5 4.8 3.7 2.8 1.6 1.1 3.1 2.4 2.1 2.4 2.2 2.3 3.4 4.9 2.9 2.3 2.3 1.8 1.5 1.5 1.7 2.6 3.7 3.6 4.1 3.7 3.1 2.3 1.7 1.3 4.5 2.7 2.2 2.5 2.3 2.3 2.6 3.6 2.7 2.3 2.1 1.9 1.8 1.7 2.0 2.4 2.5 2.9 3.1 2.8 2.9 2.2 1.7 1.3 5.0 3.0 2.4 2.9 2.9 2.6 2.7 3.1 3.3 2.9 2.5 2.2 2.2 1.9 1.9 2.0 2.0 2.1 2.0 2.4 3.8 2.8 1.9 1.3 4.4 3.0 2.9 3.7 3.7 3.5 3.6 3.1 4.3 4.5 3.1 2.7 2.6 2.1 1.9 2.1 2.2 2.2 2.1 2.8 5.4 3.9 2.2 1.4 3.0 2.9 2.8 3.4 3.6 3.8 3.5 2.6 5.7 3.8 3.0 2.3 2.5 3.4 3.4 2.7 1.9 4.6 2.4 1.5 2.1 2.8 3.1 3.8 4.1 3.4 2.7 2.4 5.6 3.9 6.1 2.9 10.7 6.7 5.6 4.6 3.1 5.4 4.0 2.3 1.5 1.7 2.6 2.9 3.5 4.0 3.6 2.7 2.0 3.1 3.1 8.6 2.0 3.7 2.8 2.0 1.4 1.2 1.8 2.3 2.9 3.0 3.1 2.9 1.8 1.8 2.6 8.2 21.8 17.5 4.7 1.8 1.5 1.2 1.4 1.7 1.4 1.3 1.2 1.9 3.0 3.1 2.6 2.4 2.0 1.7 2.2 1.6 1.5 1.6 1.0 1.5 2.4 2.4 1.8 1.7 1.6 1.6 2.2 2.6 2.3 2.4 2.4 2.3 2.3 1.8 1.8 1.7 1.6 2.1 1.3 1.4 1.4 1.2 1.8 2.7 2.2 1.5 1.3 1.3 1.3 1.8 2.9 3.1 2.6 2.6 3.2 2.4 1.5 1.7 2.6 2.7 2.4 2.1 2.5 1.6 2.2 2.6 2.3 1.8 1.2 1.1 1.2 1.6 2.5 2.9 3.3 3.5 2.5 2.2 1.5 1.7 2.2 2.9 3.0 3.3 2.3 1.8 2.1 3.2 2.5 2.1 1.5 1.2 1.2 1.7 2.6 2.5 3.1 3.0 2.2 2.3 1.6 1.8 2.3 2.5 3.0 2.8 2.1 1.9 3.2 2.7 2.4 1.7 2.1 2.0 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 0.1 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 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.2 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 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.7 0.5 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 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 0.1 0.1 0.2 0.3 0.4 0.6 0.8 1.0 1.0 0.5 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 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 0.1 0.1 0.2 0.3 0.5 0.6 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 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 0.3 0.5 0.8 2.0 0.8 0.1 0.3 0.3 0.4 0.4 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.1 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 0.1 0.2 0.4 0.7 4.5 1.5 0.7 0.6 0.7 1.0 1.3 1.1 0.7 0.4 0.2 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 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 0.1 0.2 0.5 2.9 0.9 0.9 1.2 1.4 1.8 1.5 1.1 0.7 0.5 0.4 0.4 0.4 0.5 0.5 0.4 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.3 0.2 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 0.1 0.1 0.3 0.7 1.4 1.5 2.2 2.1 2.6 2.0 1.8 1.3 0.8 0.6 0.6 0.7 0.9 0.9 0.7 0.6 0.6 0.6 0.6 0.8 1.0 1.3 1.0 0.6 0.3 0.2 0.1 0.1 0.1 0.2 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 0.1 0.2 0.5 2.7 2.9 3.0 2.6 2.2 1.9 1.2 1.1 1.1 1.1 1.2 1.3 1.3 1.3 1.2 1.0 1.2 1.4 1.4 1.7 1.5 1.0 0.5 0.3 0.2 0.3 0.4 0.5 0.5 0.4 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 0.1 0.1 0.2 2.5 2.1 1.6 1.9 2.2 2.1 0.1 1.8 1.5 1.0 0.5 0.5 0.6 0.9 1.2 0.0 1.0 0.5 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 0.1 0.2 0.4 2.8 2.3 2.2 1.4 0.8 0.8 1.3 1.5 1.6 1.7 1.3 0.9 0.4 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 0.1 0.1 0.3 1.1 2.3 2.5 3.2 3.6 2.8 2.6 1.9 1.3 2.2 1.9 2.4 2.4 1.7 1.5 0.7 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 0.5 1.0 2.1 1.0 1.5 4.3 4.3 5.4 2.0 2.1 1.0 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 0.1 0.1 0.2 0.4 0.8 1.7 1.2 4.1 3.9 5.1 5.4 0.4 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 0.1 0.1 0.2 0.3 0.6 1.5 3.2 2.3 3.2 5.6 3.9 3.2 3.8 4.0 0.4 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 0.1 0.1 0.1 0.3 0.5 1.0 2.8 5.0 6.2 6.0 3.5 2.7 0.4 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 0.1 0.1 0.1 0.2 0.4 0.8 2.4 4.4 0.8 1.3 0.5 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 0.1 0.1 0.1 0.2 0.5 0.8 1.8 5.6 3.4 0.8 1.2 0.6 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 0.1 0.1 0.2 0.3 0.6 1.3 4.5 5.1 1.7 0.8 0.3 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 0.1 0.1 0.2 0.3 0.6 0.8 2.3 6.0 2.2 0.9 0.3 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 0.1 0.1 0.2 0.2 0.4 0.6 1.2 3.7 5.0 2.1 2.3 3.0 1.4 0.5 0.2 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 0.1 0.1 0.1 0.2 0.3 0.5 1.0 3.7 5.8 2.4 3.1 2.3 0.7 0.4 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 0.1 0.1 0.2 0.3 0.5 0.9 3.1 5.0 2.5 2.4 2.9 0.8 0.4 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 0.1 0.1 0.1 0.2 0.3 0.7 1.9 5.5 5.1 2.2 2.3 2.7 0.8 0.4 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 0.1 0.2 0.3 0.6 1.1 3.5 5.7 1.9 1.9 0.6 0.4 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 0.1 0.1 0.2 0.3 0.4 0.7 2.1 3.9 1.8 1.1 0.4 0.2 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 0.1 0.1 0.1 0.2 0.3 0.6 1.6 5.1 4.0 1.8 5.3 1.7 4.3 0.8 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 0.1 0.1 0.1 0.2 0.4 0.6 1.4 4.6 4.9 6.1 2.5 4.1 6.3 4.9 0.7 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 0.1 0.1 0.2 0.2 0.1 1.0 3.3 4.5 10.1 7.4 2.7 0.6 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 0.1 0.0 0.1 0.2 0.4 0.6 1.6 4.1 7.8 3.9 0.5 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 0.1 0.1 0.2 0.3 0.4 0.9 3.0 5.0 0.5 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 0.1 0.1 0.1 0.2 0.4 0.7 2.7 1.6 1.3 5.0 2.2 0.4 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 0.1 0.1 0.1 0.2 0.4 0.7 1.9 5.5 1.8 1.6 3.7 2.1 0.5 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 0.1 0.1 0.2 0.3 0.5 1.2 4.0 1.8 0.6 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 0.1 0.0 0.1 0.2 0.5 0.7 1.7 0.6 0.4 0.2 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 0.1 0.1 0.2 0.3 0.4 0.7 1.5 2.0 4.1 0.6 0.4 0.2 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 0.1 0.1 0.1 0.1 0.2 0.4 1.0 0.5 1.0 4.0 0.5 0.3 0.2 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 0.1 0.1 0.1 0.2 0.3 0.6 1.2 1.5 4.3 0.5 0.3 0.2 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 0.1 0.1 0.1 0.2 0.4 0.7 1.1 3.1 0.5 0.4 0.2 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 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.4 0.8 2.0 0.6 0.4 0.3 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 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.6 1.7 10.3 8.3 3.0 0.6 0.4 0.3 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 0.1 0.1 0.1 0.2 0.3 0.6 1.8 5.7 3.1 2.0 4.8 4.0 0.8 0.5 0.3 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 0.1 0.1 0.1 0.2 0.3 0.7 2.5 0.9 0.5 0.3 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 0.1 0.1 0.1 0.3 0.5 0.9 3.6 0.9 0.5 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 0.1 0.1 0.2 1.0 0.4 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 0.1 0.1 0.3 0.5 0.9 3.5 1.0 0.4 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 0.1 0.1 0.2 0.3 0.6 2.2 4.5 2.9 3.0 6.0 1.1 0.5 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 0.1 0.1 0.1 0.2 0.4 1.3 3.6 3.2 3.0 1.0 0.5 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 0.1 0.1 0.2 0.3 1.0 2.5 4.2 30.0 24.7 6.8 3.6 2.8 2.0 0.9 0.5 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 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.7 2.7 2.3 2.4 0.7 0.6 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 0.8 2.3 2.4 3.3 4.9 4.3 2.4 1.8 1.7 1.3 1.4 1.9 0.6 0.6 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.7 0.8 0.6 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.7 0.7 0.5 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.9 1.9 0.9 0.5 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 1.0 1.9 0.9 0.4 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 0.9 1.4 2.3 2.7 1.3 1.4 2.1 2.0 2.6 2.3 1.9 1.8 1.2 1.3 2.0 1.9 2.6 2.1 1.9 1.5 0.7 0.3 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 1.0 1.5 2.0 2.2 1.1 0.9 0.8 1.2 1.4 1.7 1.6 1.2 1.0 0.7 0.8 1.1 1.3 1.7 1.5 1.1 0.8 0.4 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.3 1.3 1.5 2.1 1.7 1.0 0.6 0.4 0.4 0.6 1.0 1.3 1.3 0.9 0.5 0.3 0.4 0.6 1.0 1.3 1.2 0.7 0.4 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 0.1 0.1 0.2 0.6 0.8 0.9 1.0 0.8 0.5 0.3 0.2 0.2 0.2 0.4 0.4 0.4 0.3 0.2 0.2 0.2 0.2 0.4 0.4 0.4 0.3 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 0.1 0.1 0.2 0.3 0.3 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 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 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 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 0.1 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 23 17 25 36 38 39 37 36 32 31 36 39 39 36 31 32 38 37 39 38 36 24 17 22 30 18 35 45 46 47 46 47 37 45 48 48 45 37 46 45 47 46 44 35 17 29 30 45 42 52 54 55 54 48 56 48 54 55 55 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Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 C8.01 LIGHTING PLAN Feet 0 20 40 SCALE: 1" = 40'-0" SITE LIGHTING DESIGN OF THIS PROJECT HAS BEEN PERFORMED BY RED LEONARD ASSOCIATES INC. UNDER THE DIRECTION OF MONTEVERDE ENGINEERING & DESIGN STUIDO NOTE: ALL FIXTURES SHALL BE IN ACCORDANCE WITH SECTION 165-201.07 OF THE FREDERICK COUNTY ZONING ORDINANCE, AND SHALL BE FULL CUTOFF, FULLY DOWNCAST AND SHIELDED. LIGHTING NOTES: 1. UNDER-CANOPY AND ACCENT LIGHTING NOT DEPICTED; NO MEASURABLE IMPACT TO LIGHTING ORDINANCE ADHERENCE. 2. POLE LIGHTING SHALL BE MOUNTED AT 20'.3. POLE BASE DESIGN IS DELEGATED TO THE LIGHTING CONTRACTOR. 4. POLE BASES LOCATED WITHIN 30" OF CURB FACE SHALL EXTEND 30" MIN ABOVE SURFACE GRADE TO PROTECT POLES FROM CAR BUMBERS, ETC.5. LIGHTING CONTRACTOR SHALL HAVE MISS UTILITY MARK ALL EXISTING UTILITIES, AND HAVE SITE CONTRACTOR MARK ANY NEW UTILITIES/CONDUITS PRIOR TO DIGGING FOR INSTALLATION OF POLE BASES. 6. POLE P5 SHALL BE HAND AUGERED TO ENSURE NO DAMAGE TO SURROUNDING CONDUITS. 7. LIGHTING CONTRACTOR SHALL NOTIFY ENGINEER IN ADVANCE OF DIGGING IF ANYCONFLICT IS DISCOVERED IN THE FIELD. APPROVED FOR CONSTRUCTION 11 Lighting Plan Note 1/25/2024 CLOUDED POLE LIGHTS ARE OPTIONAL/FUTURE Jan 25, 2024 C8.02 LIGHTING 3D PLAN Feet 0 20 40 SCALE: 1" = 20'-0" RLA Project number: Date: Drawn by: Checked by: 21070C September 2, 2022 No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCE145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 40-23Revisions: Monteverde Engineering & Design Studio 250 E. Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 SITE LIGHTING DESIGN OF THIS PROJECT HAS BEEN PERFORMED BY RED LEONARD ASSOCIATES INC. APPROVED FOR CONSTRUCTION Sept 20, 2023 C8.03 LIGHTING SPECIFICATIONS Project number: Date: Drawn by: Checked by: 21070C September 2, 2022 No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCE145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 40-23Revisions: Monteverde Engineering & Design Studio 250 E. Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 RLA APPROVED FOR CONSTRUCTION Sept 20, 2023 C9.01 ESC DETAILS Project number: Date: Drawn by: Checked by: 21070C September 2, 2022 No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCE145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 40-23Revisions: Monteverde Engineering & Design Studio 250 E. Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 KLM APPROVED FOR CONSTRUCTION Sept 20, 2023 C9.02 SITE DETAILS ″ ″ · Paving Detail - Light Duty Parking Paving Detail - Heavy Duty Parking Project number: Date: Drawn by: Checked by: 21070C September 2, 2022 No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCE145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 40-23Revisions: Monteverde Engineering & Design Studio 250 E. Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 MA APPROVED FOR CONSTRUCTION Sept 20, 2023 C9.03 SITE DETAILS Project number: Date: Drawn by: Checked by: 21070C September 2, 2022 No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCE145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 40-23Revisions: Monteverde Engineering & Design Studio 250 E. Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 TYPICAL SECTION - ROUTE 50 (NORTHWESTERN PIKE) ENTRANCE EDGE OF EX. PAVEMENTROADWAY CENTERLINERAISED MEDIAN (WIDTH VARIES) ~2% CROSS SLOPE ~2% CROSS SLOPEROADWAY CROWNENTRANCE SLOPE (REFER TO C4.03 FOR P R O F I L E D E T A I L S )FACE OF EX. CG-7FLOW LINE OF CG-11EX. MEDIAN CG-7 10' SHARED-USE PATH X-ING SEE HEAVY DUTY PAVING DETAIL, SHEET C9.02 (SHALL MATCH ROUTE 50 PAVING SECTION, MIN) MILL & OVERLAY LIMITS ~2% CROSS SLOPE ROADWAY CROWNEDGE OF EX. PAVEMENTFACE OF EX. CG-7FLOW LINE OF CG-11ENTRANCE SLOPE(REFER TO C4.04 FOR PROFILE DETAILS) SEE HEAVY DUTY PAVING DETAIL, SHEET C9.02 (SHALL MATCH ROUTE 50 PAVING SECTION, MIN) TYPICAL SECTION - BOTANICAL BOULEVARD ENTRANCE ~2% CROSS SLOPE REFER TO SHEET C9.02 FOR CONCRETE PAVING DETAIL 16" O.C. 8" THICK POUR-IN PLACE SLAB W/ 6"x6" - 10/10 W.W.M. ON 6" AGG. BASE CONCRETE TO BE 4500PSI SLOPE 1/4" PER FT (1) #5 CONT., GROUT SOLID 8" CMU W/ #5 VERTICAL REBAR @ 32" O.C. HORIZ. REINF. BOND BEAM COURSE W/ CONTRACTOR SHALL ACQUIRE AND SUBMIT FORMAL FOUNDATION DESIGN TO JURISDICTION (DELEGATED DESIGN) (2) #5 CONT. BENT #5 @ 32" O.C. 6 MIL. VAPOR BARRIER OVER 4" GRANULAR FILL MAROADWAY CENTERLINE6" THICK P.C.C. SLAB W/ 6" X 6" - 10/10 W.W.M. ON 6" GRAVEL BASE 45° @ CONCRETE EDGES FOOTING 6" DIA. PIPE, 8' LONG FILLED W/ CONCRETE. TOP OF PIPE; 4' ABOVE SLAB, REQ'D FOOTING: 2'-0" DIA. X 4'-0" DEEP. (TYP.) CANE BOLT INSERT, VERIFY W/DOOR WIDTH FOR INSERT LOCATION PROVIDE 1" DIA. - 6" LONG GALV. PIPE EMBEDDED IN CONC. FOR CANEBOLT (TYP. OF 4) CEDAR OR WOOD COMPOSITE GATE 10'-0"11'-0"3'-6"4'-0"3'-6"CANE BOLT INSERT 10' PAINTED STEEL POST CAPS (TYP) - PAINT COLOR EP-4 LOCKING SUPPORT COLLAR FOR HINGE 6" DIA. PAINTED STEEL PIPE POST EACH SIDE 212"X 212" PAINTED STEEL TUBE GATE FRAME 6"1" COLLAR HINGES WELDED TO GATE FRAME (TAP & ADD GREASE FITTINGS AT EA. HINGE-GREASE HINGES AFTER PAINTING)4'-0"8'-0"1"1"5'-4.5"6"5'-4.5" NOTE: 1) PAINT GATE FRAMES, HARDWARE & PIPES; COORD COLOR CHOICES WITH OWNER 2) ALL BRACES ARE ON THE INSIDE OF THE GATES.1'-6" 2x6 PREFINISHED PLASTIC LUMBER (TYPICAL) ATTACHED TO STEEL FRAME 112"x 112" PAINTED STEEL BRACE DROP ROD GATE PULLS APPROVED FOR CONSTRUCTION Sept 20, 2023 C9.04 UTILITY DETAILS Project number: Date: Drawn by: Checked by: 21070C September 2, 2022 No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCE145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 40-23Revisions: Monteverde Engineering & Design Studio 250 E. Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 MA 3 - 4"2 - 3" 3 - 4" APPROVED FOR CONSTRUCTION Sept 20, 2023 C9.05 STORMWATER DETAILS Project number: Date: Drawn by: Checked by: 21070C September 2, 2022 No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCE145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 40-23Revisions: Monteverde Engineering & Design Studio 250 E. Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 STR-25 DETAIL N.T.S. 30" PLAN VIEW SECTION VIEW 18" ORIFICE IN STR-25 DETAIL4' MH-1 STANDARD FRAME AND COVERSOLID LID 18" HDPE OUTIE: 807.73' NOTE: VDOT STANDARD ST-1 SHALL BE PROVIDED WHEN STRUCTURE HEIGHT IS GREATER THAN 4' 18" HDPEOUT18" ORIFICE INIE: 807.73' KLM APPROVED FOR CONSTRUCTION Sept 20, 2023 C9.06 STORMWATER DETAILS Project number: Date: Drawn by: Checked by: 21070C September 2, 2022 No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCE145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 40-23Revisions: Monteverde Engineering & Design Studio 250 E. Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 KLM APPROVED FOR CONSTRUCTION Sept 20, 2023 C9.07 STORMWATER DETAILS Project number: Date: Drawn by: Checked by: 21070C September 2, 2022 No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCE145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 40-23Revisions: Monteverde Engineering & Design Studio 250 E. Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 KLM STR #32: STORMTECH OUTLET STRUCTURE N.T.S. ELEV= 809.41' 48" PLAN VIEW SECTION VIEW20" HDPEOUT4.00" THICK WEIR WALL TOP ELEV.: 805.25'ONE 3.5" ORIFICE: 801.57' ONE 6" ORIFICE: 803.50' STORMTECH OUTLET MH-1 (2) 24" HDPE INIE: 802.49' STANDARDFRAME AND COVER SOLID LID TOP OF WEIR: 805.25' 20" HDPE OUTIE: 801.57' WEIR WALL CAST IN PLACE.CONTRACTOR SHALL PROVIDESHOP DRAWINGS TO ENGINEEROF RECORD PRIOR TOCONSTRUCTING. NOTE: VDOT STANDARD ST-1 SHALL BE PROVIDED WHEN STRUCTURE HEIGHT IS GREATER THAN 4' 24" HDPEIN ONE 3.5" ORIFICE801.57' STR #14 STORMTECH OUTLET STRUCTURE N.T.S. ELEV=812.46' 48" PLAN VIEW SECTION VIEW24" HDPEIN4.00" WIDE WEIR WALL TOP ELEV.: 808.00'ONE 2.5" ORIFICE: 803.34'ONE 10" ORIFICE: 806.00' STORMTECH OUTLETMH-1 24" HDPE INIE: 804.44'IE: 805.48 STANDARDFRAME AND COVER SOLID LID TOP OF WEIR: 808.00' 15" HDPE OUTIE: 803.34' WEIR WALL CAST IN PLACE.CONTRACTOR SHALL PROVIDESHOP DRAWINGS TO ENGINEEROF RECORD PRIOR TOCONSTRUCTING. NOTE: VDOT STANDARD ST-1 SHALL BE PROVIDED WHEN STRUCTURE HEIGHT IS GREATER THAN 4' 15" HDPEOUTONE 2.5" ORIFICE803.34' 6" UNDERDRAIN 801.57'27.17'15.33'13.33'4640 TRUEMAN BLVDHILLIARD, OH 430261-800-733-7473020'40'StormTech888-892-2694 | WWW.STORMTECH.COM®Chamber SystemDATE DRW CHKDESCRIPTIONHANG 10 SHEETZ BOTANICAL.WINCHESTER, VADATE: 10-03-22PROJECT #: S318140DRAWN: AMCCHECKED: JPRTHIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.PROPOSED LAYOUT - EAST SYSTEM 108 STORMTECH MC-3500 CHAMBERS 10 12 21 40 STORMTECH MC-3500 END CAPS STONE ABOVE (in) STONE BELOW (in) % STONE VOID 21,295 INSTALLED SYSTEM VOLUME ABOVE 801.57 (CF) (PERIMETER STONE INCLUDED) 6,400 SYSTEM AREA (ft²) 636 SYSTEM PERIMETER (ft) PROPOSED ELEVATIONS - EAST SYSTEM 814.07 MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED) 808.07 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC) 807.57 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC) 807.57 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT) 807.57 MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT) 807.07 TOP OF STONE 806.07 TOP OF MC-3500 CHAMBER 803.53 24" TOP MANIFOLD/CONNECTION INVERT 802.49 24" ISOLATOR ROW PLUS CONNECTION INVERT 802.49 24" BOTTOM MANIFOLD/CONNECTION INVERT 802.32 BOTTOM OF MC-3500 CHAMBER 801.57 UNDERDRAIN INVERT 800.57 BOTTOM OF STONE *INVERT ABOVE BASE OF CHAMBER PART TYPE PREFABRICATED END CAP PREFABRICATED END CAP MANIFOLD MANIFOLD FLAMP CONNECTION STRUCTURE 24 INSPECTION PORT STRUCTURE 31 STRUCTURE 32 UNDERDRAIN STRUCTURE 34 ITEM ON LAYOUT DESCRIPTION A 24" TOP CORED END CAP, PART#: MC3500IEPP24T / TYP OF ALL 24" TOP CONNECTIONS B 24" BOTTOM CORED END CAP, PART#: MC3500IEPP24BC / TYP OF ALL 24" BOTTOM CONNECTIONS AND ISOLATOR PLUS ROWS C 24" x 24" TOP MANIFOLD, ADS N-12 24" x 24" BOTTOM MANIFOLD, ADS N-12 INSTALL FLAMP ON 24" ACCESS PIPE / PART#: MC350024RAMP (TYP 3 PLACES) 24" BOTTOM CONNECTION, ADS N-12 G H I J K L (DESIGN BY ENGINEER/ PROVIDED BY OTHERS) (DESIGN BY ENGINEER/ PROVIDED BY OTHERS) OCS (DESIGN BY ENGINEER/ PROVIDED BY OTHERS) 6" ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAIN 4" SEE DETAIL (TYP 2 PLACES) (DESIGN BY ENGINEER/ PROVIDED BY OTHERS)8.5 CFS IN D E F INVERT* MAX FLOW 14.48" 2.06" 14.48" 2.06" 2.06" 25.5 CFS IN 14.0 CFS OUT 17.0 CFS IN K J 137.50' 125.58' A G D F I C L 150.50' 139.92' H B 288.00' 276.08' E ISOLATOR ROW PLUS (SEE DETAIL) PLACE MINIMUM 17.50' OF ADSPLUS175 WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS BED LIMITS NOTES••MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECH NOTE #6.32 FOR MANIFOLD SIZING GUIDANCE.DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLDCOMPONENTS IN THE FIELD.•SHEETTHIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FORDETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATIONIS PROVIDED.2 OF 7 20.25'22.25'4640 TRUEMAN BLVDHILLIARD, OH 430261-800-733-7473010'20'StormTech888-892-2694 | WWW.STORMTECH.COM®Chamber SystemDATE DRW CHKDESCRIPTIONHANG 10 SHEETZ BOTANICAL.WINCHESTER, VADATE: 10-03-22PROJECT #: S318140DRAWN: AMCCHECKED: JPRTHIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.PROPOSED LAYOUT - WEST SYSTEM 27 6 12 27 40 4,751 STORMTECH MC-3500 CHAMBERS STORMTECH MC-3500 END CAPS STONE ABOVE (in) STONE BELOW (in) % STONE VOID INSTALLED SYSTEM VOLUME ABOVE 804.46 (CF) (PERIMETER STONE INCLUDED) 1,670 SYSTEM AREA (ft²) 195 SYSTEM PERIMETER (ft) PROPOSED ELEVATIONS - WEST SYSTEM 816.02 MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED) 810.02 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC) 809.52 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC) 809.52 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT) 809.52 MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT) 809.02 TOP OF STONE 808.02 TOP OF MC-3500 CHAMBER 805.48 24" TOP MANIFOLD INVERT 804.44 24" ISOLATOR ROW PLUS CONNECTION INVERT 804.44 24" BOTTOM CONNECTION INVERT 804.27 BOTTOM OF MC-3500 CHAMBER 802.02 BOTTOM OF STONE PART TYPE ITEM ON LAYOUT PREFABRICATED END CAP PREFABRICATED END CAP MANIFOLD FLAMP CONNECTION NYLOPLAST (INLET W/ ISO PLUS ROW) STR-4 NYLOPLAST (OUTLET) STR-14 INSPECTION PORT DESCRIPTION 24" BOTTOM CORED END CAP, PART#: MC3500IEPP24BC / TYP OF ALL 24" BOTTOM CONNECTIONS AND ISOLATOR PLUS ROWS A 24" TOP CORED END CAP, PART#: MC3500IEPP24T / TYP OF ALL 24" TOP CONNECTIONS B C 24" x 24" TOP MANIFOLD, ADS N-12 D INSTALL FLAMP ON 24" ACCESS PIPE / PART#: MC350024RAMP E 24" BOTTOM CONNECTION, ADS N-12 F 30" DIAMETER (24.00" SUMP MIN) G 30" DIAMETER (DESIGN BY ENGINEER) H 4" SEE DETAIL *INVERT ABOVE BASE OF CHAMBER INVERT* MAX FLOW 14.48" 2.06" 14.48" 2.06" 17.0 CFS IN 14.0 CFS OUT 75.07' 68.25' H F D B A C G E ISOLATOR ROW PLUS (SEE DETAIL) PLACE MINIMUM 17.50' OF ADSPLUS175 WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS BED LIMITS NOTES••MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECH NOTE #6.32 FOR MANIFOLD SIZING GUIDANCE.DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLDCOMPONENTS IN THE FIELD.• STRUCTURES SHOWN ON THIS DESIGN ARE NOT INTENDED FOR MANWAY ACCESS. INSPECTION AND MAINTENANCE OF THE SYSTEM VIA THESE STRUCTURES IS RECOMMENDED TO BECOMPLETED WITH REMOTE CONTROLLED EQUIPMENT, OR ADHERE TO GUIDANCE BY PROFESSIONAL MAINTENANCE COMPANY. THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FORDETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATIONIS PROVIDED.• SHEET 3 OF 7 24" HDPE IN ONE 10" ORIFICE806.00'24" HDPEINONE 6" ORIFICE803.50' 6" HDPE INIE: 801.57' APPROVED FOR CONSTRUCTION Sept 20, 2023 C9.08 EQUIPMENT & SIGNAGE FOUNDATION DETAILS Project number: Date: Drawn by: Checked by: 21070C September 2, 2022 No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCE145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 40-23Revisions: Monteverde Engineering & Design Studio 250 E. Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 SOR APPROVED FOR CONSTRUCTION Sept 20, 2023 C9.09 EQUIPMENT & SIGNAGE FOUNDATION DETAILS Project number: Date: Drawn by: Checked by: 21070C September 2, 2022 No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCE145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 40-23Revisions: Monteverde Engineering & Design Studio 250 E. Elizabeth St, Suite 114 • Harrisonburg, VA 22802 5 4 0 . 2 2 8 . 0 2 0 2 | w w w . m o n t e v e r d e d e s i g n s . c o m SOR 1 AHJ Comments 12/5/2022 2 FW Comments 12/15/2022 3 PD & VDOT Comments 1/9/2023 4 PD Comments 2/6/2023 5 H10 Layout Revision 3/25/2023 6 FW Comments 4/4/2023 7 PD Comments 4/6/2023 8 Gas Service Add 6/15/2023 9 Transf. & Foundations 7/12/2023 10 Entrance Shift 9/20/2023 SOR APPROVED FOR CONSTRUCTION Sept 20, 2023