Loading...
HomeMy WebLinkAbout49-19 Site Plan rev 102820STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VALOCATION MAPNOT TO SCALEVICINITY MAPNOT TO SCALEFREDERICK WATER315 TASKER ROADSTEPHENS CITY, VA 22655PROJECT SITEPROJECT SITEOPEQUON WATER SUPPLY PLANWATER TREATMENT PLANTWATER TREATMENT PLANTWATER TREATMENT PLANTWATER TREATMENT PLANTSEPTEMBER 2020MAP DATA © 2019 GOOGLEMAP DATA © 2019 GOOGLEARCADIS U.S., INC.4301 NORTH FAIRFAX DRIVE, SUITE 530ARLINGTON, VA 22203INTERSTATE 81STEPHENSON ROADGUN CLUB ROADOLD CHARLES TOWN ROADNAME:RESPONSIBLE LAND DISTURBER:CERTIFICATION #:DATE:THE RESPONSIBLE LAND DISTURBERIS THAT PARTY RESPONSIBLE FORCARRYING OUT THE LAND DISTURBINGACTIVITY AS SET FORTH IN THE PLANS.WATER AND SEWER STANDARDS AND SPECIFICATIONSUNLESS NOTED OTHERWISE, ALL UTILITY MATERIALS, CONSTRUCTION METHODS, AND TESTING SHALL CONFORM TO THE WATER AND SEWER STANDARDS AND SPECIFICATIONS FOR FREDERICK WATER, REVISED FEBRUARY 18, 2020, AND AVAILABLE AT:https://www.frederickwater.com/sites/default/files/frederick_water_standards_and_specifications_2020-02-18_w_standard_details.pdf44-A-95FREDERICK COUNTY SANITATION AUTHORITY INST. 16000 8463 235 HOT RUN DRIVE77.18 ACRES ZONED: RAAPPROVALSFREDERICK COUNTY ZONING ADMINISTRATORDATEFINAL SITE PLAN APPROVED BY FREDERICK COUNTY PLANNING DEPARTMENT REVIEWERDATE1. SITE PLAN APPROVAL FROM VDOT WILL EXPIRE THREE (3) YEARS FROM THE DATE OF THE APPROVAL LETTER.2. FREDERICK COUNTY ZONING ADMINISTRATOR APPROVAL EXPIRES AT FIVE (5) YEARS FROM THE DATE OF SITE PLAN APPROVAL.3. THE FREDERICK COUNTY DEPARTMENT OF PUBLIC WORKS APPROVAL IS NOT ENOUGH TO BEGIN SITE DEVELOPMENT. THEOWNER/CONTRACTOR MUST OBTAIN A LAND DISTURBANCE PERMIT AND AGREE TO PERIODIC INSPECTIONS.4. THE FREDERICK COUNTY DEPARTMENT OF INSPECTIONS APPROVAL DOES NOT CONSTITUTE A BUILDING PERMIT. BUILDINGPLANS MUST BE SUBMITTED AND APPROVED PRIOR TO CONSTRUCTING ANY STRUCTURE. FURTHERMORE, THE SITE MUSTMEET ALL ADA REQUIREMENTS AND BE APPROVED BY INSPECTIONS.NOTICE REQUIREDCONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUNDUTILITY LINES IN THE AREA OF PROPOSED EXCAVATION AT LEAST THREE (3)WORKING DAYS, BUT NOT MORE THAN TEN (10) WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. CONTACT "MISS UTILITY" DIAL 811 OR 1-800-552-7001 FOR EXISTING UTILITY LOCATIONSEMERGENCYDIAL 911NON-EMERGENCYSHERIFF 540-662-6168FIRE AND RESCUE 540-665-5618WATER AND SEWERFREDERICK WATER 540-868-1061ELECTRICITYSHENANDOAH VALLEY ELEC. COOP. 540-450-0111TELEPHONEVERIZON 540-665-3153FREDERICK COUNTY SITE PLAN #49-19ZONED: RA (RURAL AREA)EXISTING USE: CONVENIENCE SITE (SP#32-17) AND STONEWALL BALLFIELDS (SP#27-18)PROPOSED USE: WATER TREATMENT PLANTMAXIMUM BUILDING HEIGHT: 35 FTPROPOSED HEIGHT: 31 FTSETBAKS (REQUIRED): 60 FT FRONT SETBACK;100 FT SIDE/REAR SETBACKSETBACKS PROPOSED: 100 FT FRONT SETBACK;100 FT SIDE/REAR SETBACKPARKING: 7 PARKING SPACES PROVIDED. NUMBER OF PARKINGSPACES IS DETERMINED BY WATER TREATMENT PLANTOPERATIONS AS REQUIRED BY FREDERICK WATERSIGNAGE:NO SIGNAGE IS PROVIDED AS PART OF THIS PLAN.LANDSCAPING:1. ALL LANDSCAPING SHALL CONFORM TO THEFREDERICK COUNTY ZONING ORDINANCE & 165-203.01.2. NO PERIMETER LANDSCAPING IS REQUIRED PERFREDERICK COUNTY ZONING ORDINANCE & 165-202.01 (13)FOR RA (RURAL AREAS) ZONED PARCELS WITH LESSTHAN 10 PARKING SPACES PROPOSED.GENERAL NOTES: DRAWING INDEXGENERAL1--COVER SHEET2 G-001 INDEX OF DRAWINGS3 G-002 GENERAL NOTES, LEGEND AND ABBREVIATIONS4 G-003 PROCESS FLOW DIAGRAM5 G-004 HYDRAULIC PROFILE DIAGRAMCIVIL6 C-001 LEGEND, ABBREVIATIONS, AND GENERAL NOTES7 C-002EXISTING CONDITIONS, PROPERTY OWNERSHIP, EASEMENTS AND SOILS MAP8 C-003 OVERALL SITE PLAN9 C-004 PROPOSED SITE PLAN10 C-005 GRADING PLAN11 C-006 EROSION AND SEDIMENT CONTROL PLAN - PHASE I12 C-007 EROSION AND SEDIMENT CONTROL PLAN - PHASE II13 C-008 YARD PIPING PLAN 14 C-009 YARD PIPING PROFILES 15 C-010 EROSION AND SEDIMENT CONTROL DETAILS I16 C-011 EROSION AND SEDIMENT CONTROL DETAILS II17 C-012 SITE DETAILS I18 C-013 SITE DETAILS II19 C-014 WATER AND SEWER DETAILSARCHITECTURAL20 A-001 ABBREVIATIONS, LEGEND AND NOTES21 A-201 WATER TREATMENT BUILDING EXITING PLAN22 A-202 WATER TREATMENT BUILDING CODE CRITERIA 23 A-203 WATER TREATMENT BUILDING FLOOR PLAN24 A-204 WATER TREATMENT BUILDING EQUIPMENT PLATFORM25 A-205 WATER TREATMENT BUILDING ROOF PLAN26 A-206 WATER TREATMENT BUILDING ELEVATION I27 A-207 WATER TREATMENT BUILDING ELEVATION II28 A-208 WATER TREATMENT BUILDING SECTIONS I29 A-209 WATER TREATMENT BUILDING SECTIONS II30 A-210 WATER TREATMENT BUILDING SECTIONS III31 A-211 WATER TREATMENT BUILDING SECTIONS IV32 A-212 WATER TREATMENT BUILDING PARTIAL PLAN I33 A-213 WATER TREATMENT BUILDING PARTIAL PLAN II34 A-214 WATER TREATMENT BUILDING PARTIAL PLAN III35 A-215 WATER TREATMENT BUILDING PARTIAL PLAN IV36 A-216 WATER TREATMENT BUILDING REFLECTED CEILING PLAN37 A-217 WATER TREATMENT BUILDING STAIRCASE DETAILS38 A-218 WATER TREATMENT BUILDING DETAILS I39 A-219 WATER TREATMENT BUILDING DETAILS II40 A-220 WATER TREATMENT BUILDING DOOR & MISC DETAILS41 A-221 WATER TREATMENT BUILDING SCHEDULES & DETAILS I42 A-222 WATER TREATMENT BUILDING SCHEDULES & DETAILS II43 A-223 SIGNAGE TYPES, NOTES & SCHEDULESTRUCTURAL44 S-001 GENERAL STRUCTURAL NOTES AND ABBREVIATIONS45 S-002 STRUCTURAL NOTES AND SPECIAL INSPECTIONS46 S-201 WATER TREATMENT BUILDING FOUNDATION PLAN47 S-202 WATER TREATMENT BUILDING FLOOR PLAN48 S-203 WATER TREATMENT BUILDING ENLARGED PLAN I49 S-204 WATER TREATMENT BUILDING ENLARGED PLAN II50 S-205 WATER TREATMENT BUILDING EQUIPMENT FLOOR PLAN51 S-206 WATER TREATMENT BUILDING SECTIONS AND DETAILS I52 S-207 WATER TREATMENT BUILDING SECTIONS AND DETAILS II53 S-208 WATER TREATMENT BUILDING SECTIONS AND DETAILS III54 S-209 WATER TREATMENT BUILDING SECTIONS AND DETAILS IV55 S-210 WATER TREATMENT BUILDING SECTIONS AND DETAILS V56 S-211 WATER TREATMENT BUILDING PIPE SUPPORT DETAILS I57 S-212 WATER TREATMENT BUILDING PIPE SUPPORT DETAILS II58 S-213 WATER TREATMENT BUILDING PIPE SUPPORT DETAILS III59 S-214 WATER TREATMENT BUILDING PIPE SUPPORT DETAILS IV60 S-215 WATER TREATMENT BUILDING STAIRCASE DETAILS61 S-601 TRANSFORMER AND GENERATOR PAD PLAN & SECTION62 S-900 STANDARD DETAILS I63 S-901 STANDARD DETAILS II64 S-902 STANDARD DETAILS III65 S-903 STANDARD DETAILS IV66 S-904 STANDARD DETAILS V67 S-905 STANDARD DETAILS VI68 S-906 STANDARD DETAILS VII69 S-907 STANDARD DETAILS VIIIDRAWING INDEXMECHANICAL70 M-001GENERAL NOTES, LEGEND AND ABBREVIATIONS71 M-100BREAK TANK PLAN72 M-101BREAK TANK SECTION73 M-200OVERALL PLAN74 M-201WTP BELOW GRADE PLAN75 M-202QUARRY RETURN DRAIN PROFILES I76 M-203QUARRY RETURN DRAIN PROFILES II77 M-210MEMBRANE FEED PLAN78 M-211MEMBRANE FEED SECTIONS79 M-212RAW WATER FEED - CHEMICAL FEED80 M-213RAW WATER FEED - CHEMICAL FEED81 M-220MEMBRANE FILTRATION PLAN82 M-221MEMBRANE FILTRATION ENLARGED PLAN AND SECTIONS83 M-222MEMBRANE SUPPORT SYSTEMS PLAN84 M-223MEMBRANE SUPPORT SYSTEMS SECTION I85 M-224MEMBRANE SUPPORT SYSTEMS SECTION II86 M-225MEMBRANE SUPPORT SYSTEMS SECTION III87 M-226MEMBRANE SUPPORT SYSTEMS SECTION IV88 M-227MEMBRANE SUPPORT SYSTEMS SECTION V89 M-228MEMBRANE SUPPORT SYSTEMS SECTION VI90 M-240MECHANICAL ROOM PLAN91 M-241MECHANICAL ROOM SECTIONS92 M-250SODIUM HYPOCHLORITE AND CAUSTIC PLAN93 M-251SODIUM HYPOCHLORITE AND CAUSTIC SECTIONS I94 M-252SODIUM HYPOCHLORITE AND CAUSTIC SECTIONS II95 M-253HFS AND ZINC ORTHOPHOSPHATE PLAN96 M-254HFS AND ZINC ORTHOPHOSPHATE SECTIONS97 M-255CITRIC ACID AND SODIUM BISULFITE PLAN98 M-256CITRIC ACID AND SODIUM BISULFITE SECTIONS 99 M-270FINISHED WATER PUMPING PLAN100 M-271FINISHED WATER SECTIONS I101 M-272FINISHED WATER SECTIONS II102 M-300CLEAR WELL PLAN103 M-301CLEAR WELL PLAN AND SECTION104 M-400QUARRY RETURN PUMPING STATION PLAN105 M-401QUARRY RETURN PUMPING STATION SECTIONS106 M-500SANITARY PUMPING STATION PLAN107 M-501SANITARY PUMPING STATION SECTIONS108 M-900STANDARD DETAILS I109 M-901STANDARD DETAILS II110 M-902STANDARD DETAILS III111 M-910GLASS-LINED STEEL STORAGE TANK DETAILS I112 M-911GLASS-LINED STEEL STORAGE TANK DETAILS II113 M-920WATER QUALITY ANALYZER PANEL DETAILS114 M-930RAW WATER CHEMICAL FEED VAULT115 M-931BREAK TANK FLOWMETER VAULT116 M-932CLEARWELL FLOWMETER VAULT117 M-933SAMPLE / CHEMICAL INJECTION VAULT118 M-934FINISHED WATER FLOWMETER VAULT119 M-950CHEMICAL SYSTEM DETAILSHVAC120 H-001 LEGEND, ABBREVIATIONS AND GENERAL NOTES121 H-002 SCHEDULES I 122 H-003 SCHEDULES II 123 H-201 WATER TREATMENT BUILDING FLOOR PLAN 124 H-202 WATER TREATMENT BUILDING ENLARGED PARTIAL PLAN 125 H-203 WATER TREATMENT BUILDING EQUIPMENT PLATFORM PLAN126 H-204 WATER TREATMENT BUILDING SECTION I127 H-205 WATER TREATMENT BUILDING SECTION II 128 H-901 STANDARD DETAILS I 129 H-902 STANDARD DETAILS II 130 H-903 STANDARD DETAILS III PLUMBING131 P-001 LEGEND, ABBREVIATIONS AND GENERAL NOTES132 P-002 SCHEDULES133 P-201WATER TREATMENT BUILDING DOMESTIC AND SERVICE WATER FLOOR PLAN134 P-202 WATER TREATMENT BUILDING SANITARY AND VENT FLOOR PLAN135 P-203 RISER DIAGRAM I136 P-204 RISER DIAGRAM II137 P-901 STANDARD DETAILS I138 P-902 STANDARD DETAILS IIFIRE PROTECTION139 FP-001 SYMBOLS, ABBREVIATION, GENERAL NOTES AND DESIGN CRITERIA140 FP-201 WATER TREATMENT BUILDING - FLOOR PLAN141 FP-202 WATER TREATMENT BUILDING MEZZANINE LEVEL - FLOOR PLAN142 FP-203 WATER TREATMENT BUILDING - RISER DIAGRAM143 FP-901 STANDARD DETAILS I144 FP-902 STANDARD DETAILS IIDRAWING INDEXELECTRICAL145 E-001 ELECTRICAL LEGEND 146 E-002 SITE PLAN I ELECTRICAL147 E-003 SITE PLAN II ELECTRICAL148 E-004 SITE GROUNDING PLAN149 E-005 PLANT MAIN DISTRIBUTION ONE LINE DIAGRAM150 E-006 PLANT MAIN SCADA BLOCK DIAGRAM151 E-007 MCC ONE LINE DIAGRAM152 E-008 SECURITY BLOCK DIAGRAM AND LEGEND153 E-200 POWER PLAN ADMIN/ELECTRICAL ROOM154 E-201 POWER PLAN PROCESS AREA155 E-202 LIGHTING PLAN PROCESS AREA AT EL.613.50156 E-203 LIGHTING PLAN PROCESS AREA AT EL.635.50157 E-204 WTP BLOCK DIAGRAM I 158 E-205 WTP BLOCK DIAGRAM II159 E-206 WTP BLOCK DIAGRAM III160 E-207 WTP BLOCK DIAGRAM IV161 E-208 WTP BLOCK DIAGRAM V162 E-209 PANEL BOARD SCHEDULE I163 E-210 PANEL BOARD SCHEDULE II164 E-211 SECURITY PLAN WTP165 E-500 LIGHTING FIXTURE SCHEDULE166 E-501 CONTROL SCHEMATICS SHEET 1167 E-502 CONTROL SCHEMATICS SHEET 2168 E-901 ELECTRICAL DETAILS I169 E-902 ELECTRICAL DETAILS II170 E-903 ELECTRICAL DETAILS III171 E-904 SECURITY DETAILS AND CAMERA SCHEDULEINSTRUMENTATION AND CONTROL172 I-001 SYMBOLS AND LEGEND173 I-002 SYSTEM ARCHITECTURE I174 I-003 SYSTEM ARCHITECTURE II175 I-004 MAIN CONTROL PANEL176 I-005 ELECTRICAL ROOM RIO PANEL177 I-006 FINISHED WATER RIO PANEL178 I-007 CONTROL/LAB ROOM PLAN 179 I-201 RAW WATER AND MEMBRANE FEED P&ID180 I-202 MEMBRANE FILTRATION P&ID181 I-203 BLOWER AND BACKWASH P&ID182 I-204 COMPRESSED AIR P&ID183 I-205 MEMBRANE CLEAN IN PLACE (CIP) P&ID184 I-206 CLEARWELLS P&ID185 I-207 FINISHED WATER PUMPING P&ID186 I-208 SURGE TANK187 I-209 CAUSTIC P&ID188 I-210 SODIUM HYPOCHLORITE P&ID189 I-211 SODIUM BISULFITE P&ID190 I-212 CITRIC ACID P&ID191 I-213 ZINC ORTHOPHOSPHATE P&ID192 I-214 FLUORIDE P&ID193 I-401 QUARRY RETURN PUMPING STATION P&ID194 I-601 SANITARY PUMPING STATION P&ID195 I-901 INSTALLATION DETAILS I196 I-902 INSTALLATION DETAILS II197 I-903 INSTALLATION DETAILS IIILEGAL ENTITY:CONSULTANTSSEALSSHEET TITLEARCADIS U.S., INC.COPYRIGHT:2020DATE:PROJECT NO.:FILE NAME:DESIGNED BY:DRAWN BY:CHECKED BY:SCALE:SHEETOFNO.DATEISSUED FORBYARCADIS PROJ. NO. 1E23456DCBAARCADIS U.S., INC.4301 NORTH FAIRFAX DRIVE, SUITE 530ARLINGTON, VA 22203STONEWALLMAGISTERIAL DISTRICT FREDERICK COUNTY, VAOPEQUON WATERSUPPLY PLANWATER TREATMENT PLANT19712" = 1'-0"29-09-2020 18:48:44BIM 360://ANA - 42682010.0000 - Stephenson VA - Opequon WaterSupply Plan – Water Treatment Plant/G-2D-00_R18.rvtA. FREITASR. SHINDEJ. O'SHAUGHNESSYSEPTEMBER 2020G-3D-00_R18.rvtG-001GENERALINDEX OF DRAWINGS30057498300574982NOT TO SCALE LPELECBXCOPLAN NORTHTRUE NORTH1G-001SECTION/DETAIL/PHOTO NUMBERSHEET SECTION/DETAIL/PHOTO IS SHOWN ONPHOTO NUMBERREFERENCE BACK TO THEFIRST PLAN SHEETSECTION IS CUT FROMSECTION/DETAIL/PHOTOSHEET PHOTO IS SHOWN ONDETAIL NUMBERSHEET DETAILIS SHOWN ONSECTION NUMBERSTORM MANHOLECURB INLET (CI)YARD INLET (Y I)CULVERTSANITARY MANHOLESANITARY CLEANOUT/CLEANOUTFIRE HYDRANTWATER VALVEVALVEWATER METERSIAMESE CONNECTIONELECTRIC MANHOLEELECTRIC BOXLIGHT POLEPOWER POLEBOLLARDTREETREE LINEGUARD RAILASPHALTCONCRETEELECTRICAL HAND HOLESIDE WALKmcSIGNMETAL COVERCOMMUNICATION MANHOLEmhMANHOLE (UNKNOWN UTILITY)CHAIN LINK FENCEasphconcehhs/wSPIGOTMODIFICATIONS TO EXISTINGSTRUCTURESPAVEMENT -FINAL COARSELEGENDPROPOSED LINE WORKEXISTING TEXTPROPOSED TEXTEXISTING LINE WORKTEXTTEXTXCOMMUNICATION UNDERGROUNDELECTRICAL UNDERGROUND15EXISTING INDEX CONTOURSEXISTING INTERVAL CONTOURS3016PROPOSED INTERVAL CONTOURSPROPOSED INDEX CONTOURS15DENOTES PIPING, STRUCTUREOR EQUIPMENT TO BEDEMOLISHED OR REMOVEDMONUMENTUNDERGROUND UTILITY MARKINGGUY WIREGRATE TOP INLETUNDERGROUND WATER LINEUNDERGROUND COMMUNICATION LINEUNDERGROUND SANITARY SEWER LINEUNDERGROUND UNDERGROUND UTILITYUGFUNKSURVEY BENCHMARKTITLE MARKERSSECTION MARKERSPHOTO MARKERDETAIL MARKERS1GOO-01SECTIONPLAN1G-001TYPICAL DETAILSG-0011/AG-0011/AG-0011/A0'1'2'0'1'2'0'1'2'XLEGAL ENTITY:CONSULTANTSSEALSSHEET TITLEARCADIS U.S., INC.COPYRIGHT:2020DATE:PROJECT NO.:FILE NAME:DESIGNED BY:DRAWN BY:CHECKED BY:SCALE:SHEETOFNO.DATEISSUED FORBYARCADIS PROJ. NO. 1E23456DCBAARCADIS U.S., INC.4301 NORTH FAIRFAX DRIVE, SUITE 530ARLINGTON, VA 22203STONEWALLMAGISTERIAL DISTRICT FREDERICK COUNTY, VAOPEQUON WATERSUPPLY PLANWATER TREATMENT PLANT19712" = 1'-0"30-09-2020 11:11:12BIM 360://ANA - 42682010.0000 - Stephenson VA - Opequon WaterSupply Plan – Water Treatment Plant/G-2D-00_R18.rvtA. FREITASR. SHINDEJ. O'SHAUGHNESSYSEPTEMBER 2020G-3D-00_R18.rvtG-002GENERALGENERAL NOTES,LEGEND ANDABBREVIATIONS300574983005749831. ALL WORK PERFORMED SHALL BE IN FULL COMPLIANCE WITH THE REQUIREMENTS OF FREDERICK COUNTY, COMMONWEALTH OF VIRGINIA, FREDERICK WATER, ENGINEER, AND ALL OTHER AGENCIES WHICH HAVE JURISDICTION. 2. EXISTING UTILITY LOCATIONS, SIZES AND ELEVATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE AND ARE INTENDED ONLY TO INDICATE THE EXISTENCE OF SUCH UTILITIES IN THE AREAS SHOWN. BEFORE PROCEEDING WITH THE WORK, THE CONTRACTOR SHALL VERIFY UTILITY LOCATIONS AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. ADDITIONAL EXISTING UTILITIES MAY BE PRESENT, CONTRACTOR RESPONSIBLE FOR VERIFYING.3. ALL UTILITIES SHALL BE PROTECTED FROM ANY DAMAGE AS A RESULT OF THE WORK INCLUDED IN THIS CONTRACT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AND/OR REPLACE ANY DAMAGED UTILITIES TO THE SATISFACTION OF THE OWNER AT THE CONTRACTOR'S EXPENSE.4. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS.5. (*) DENOTES DIMENSIONS OR ELEVATIONS TO BE DETERMINED ACCORDING TO EXISTING CONDITIONS AND/OR EQUIPMENT FURNISHED6. (**) DENOTES DIMENSIONS TO BE FIELD VERIFIED.7. WHEN CONFLICTS OCCUR BETWEEN REQUIREMENTS SHOWN ON THESE DRAWINGS/SPECIFICATIONS AND REGULATORY CRITERIA, THE MORE STRINGENT REQUIREMENT SHALL PREVAIL. THE CONTRACTOR SHALL VERBALLY BRING ANY CONFLICT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY, FOLLOWED BY AN OFFICIAL WRITTEN NOTIFICATION WITHIN 24 HOURS.8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR REQUIRED PERMITS THAT PERTAIN TO HIS CONTRACTED WORK. SUCH PERMITS SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO BEGINNING WORK ON THE PORTION OF THE PROJECT REQUIRING SAID PERMITS.9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AREAS FOR STORAGE OF MATERIALS AND EQUIPMENT. SECURITY OF CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 10. ALL AREAS DISTURBED BY THE CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR AS INDICATED ON THE CONTRACT DRAWINGS.11. CONTRACTOR SHALL MAINTAIN ACCESS TO THE CONSTRUCTION SITE AT ALL TIMES. NO SERVICE ROAD SHALL BE TAKEN OUT OF SERVICE EXCEPT TO ACCOMPLISH WORK REQUIRED UNDER THIS CONTRACT AND THEN ONLY AFTER AN ALTERNATE METHOD OF ACCESS APPROVED BY THE OWNER HAS BEEN PROVIDED.12. ALL PRESSURE PIPE JOINTS SHALL BE RESTRAINED.13. ALL ELEVATIONS INDICATED ON THE DRAWINGS ARE BASED ON NAVD88 BENCH MARKS. CONTRACTOR SHALL FIELD VERIFY ALL ELEVATIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH AFFECTED WORK.14. ALL WORK SHOWN "FULL-TONE" IS PROPOSED, UNLESS OTHERWISE NOTED. ALL "HALF-TONE" ITEMS REPRESENT EXISTING FACILITIES OR FACILITIES SHOWN BY OTHER DISCIPLINES.15. PORTIONS OF THE CONSTRUCTION SITE ARE LOCATED WITHIN THE 100-YEAR FLOOD PLAIN. THE CONTRACTOR SHALL STORE ALL MATERIALS IN A MANNER THAT WILL PROTECT THEM DURING A FLOOD EVENT.16. ALL EXISTING UTILITIES SHOWN BASED ON BEST AVAILABLE INFORMATION. CONTRACTOR SHALL CONTACT MISS UTILITY AND TEST PIT ALL UTILITIES TO DETERMINE ELEVATION PRIOR TO EXCAVATION.17. SURVEY OF THE SITE WAS PERFORMED BY VIRGINIA MAPPING, INC. AND COREY B. CARTER, LS.18. SUBSURFACE EXPLORATION WAS PERFORMED BY AECOM IN 2018 AND TRIAD IN 2019.19. THE SYMBOLS AND ABBREVIATIONS LISTS ON THIS SHEET ARE COMPREHENSIVE STANDARD GUIDE INTENDED FOR GENERAL USE ON ALL PROJECTS. THEREFORE NOT ALL THE SYMBOLS AND ABBREVIATIONS CONTAINED IN THIS LIST ARE NECESSARILY USED ON THIS PROJECT IN PARTICULAR AND SHOULD BE USED FOR CLARIFICATION ONLY.20. PIPELINES, VALVES AND EQUIPMENT SHALL BE FURNISHED, FABRICATED, ERECTED AND OTHERWISE INSTALLED TO LINES, ELEVATIONS LOCATIONS, AND DIMENSIONS AS SHOWN, SPECIFIED OR REQUIRED FOR A COMPLETE INSTALLATION. THE CONTRACTOR SHALL MEASURE ALL DIMENSIONS SHOWN PROPERLY AND SHALL TAKE SUCH FIELD DIMENSIONS AS MAY BE NECESSARY TO PROPERLY INSTALL ALL PIPELINES, VALVES AND EQUIPMENT.21. ALL PIPELINES, VALVES AND EQUIPMENT SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH CONTRACT DOCUMENTS AND MANUFACTURER'S SPECIFICATIONS, IN A NEAT WORKMANLIKE MANNER, AND IN ACCORDANCE WITH APPROVED SHOP AND WORKING DRAWINGS.22. ALL CONSTRUCTION MATERIALS REQUIRING STORAGE SHALL BE STORED IN STRICT CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS, RECOMMENDATIONS AND INSTRUCTIONS.23. THE OWNER RESERVES THE RIGHT TO LET OTHER CONTRACTS AND TO PERMIT OTHER UTILITIES AND THEIR CONTRACTORS PERFORM WORK WITHIN THE GENERAL AREAS OF THE SITE. THE CONTRACTOR SHALL MAKE SUCH REASONABLE ADJUSTMENTS IN HIS OPERATIONS AND SCHEDULES AS MAY BE REQUIRED FOR THE PURPOSE OF COORDINATING HIS WORK WITH THAT BEING PERFORMED BY OTHERS.24. CONTRACTOR SHALL NOTE THAT ITS CONSTRUCTION CONTRACT IS ONE OF SEVERAL PHASES OF CONSTRUCTION THAT WILL BE TAKING PLACE FOR THE OPEQUON WATER SUPPLY PLAN. THE STATUS OF ALL CONTRACTS SHALL BE PROVIDED AT THE PRE-BID CONFERENCE.25. ALL PIPING 4" IN DIAMETER AND SMALLER IS SHOWN SCHEMATICALLY; CONTRACTOR SHALL PROVIDE ALL PIPE, FITTINGS, SUPPORTS AND ACCESSORIES NECESSARY FOR A COMPLETE INSTALLATION.26. EQUIPMENT SIZE AND LOCATIONS ARE APPROXIMATE. ACTUAL DIMENSIONS TO BE DETERMINED BY EQUIPMENT FURNISHED. REFER TO STRUCTURAL DRAWINGS FOR EQUIPMENT PAD DETAILS.27. FINAL SIZES OF FLOOR OPENINGS, DUCT PLENUMS, AND TRANSITIONS AND PIPING CONNECTIONS, AND CONCRETE PAD TO ALL EQUIPMENT SHALL BE DETERMINED BY EQUIPMENT FURNISHED.28. FOR EXTENT OF NFPA (NEC) SPACE HAZARD AREA CLASSIFICATION OF SPACES, SEE ARCHITECTURAL AND ELECTRICAL DRAWINGS.29. MINIMUM COVER FOR BURIED PIPING SHALL BE 4'-0" UNLESS OTHERWISE SHOWN OR APPROVED BY ENGINEER.30. ALL ITEMS IN CONTACT WITH POTABLE WATER OR WATER THAT WILL BECOME POTABLE SHALL HAVE NSF-61 APPROVAL.31. PIPING TO BE CONTINUED ON BY OTHER CONTRACTS SHALL:A. (IF WORK BY OTHERS IS NOT IN PLACE PRIOR TO SUBSTANTIAL COMPLETION) BE TERMINATED AT THE LIMITS SHOWN, TESTED AND CAPPED PRIOR TO THE COMPLETION OF WORK. SITE FACILITIES SHALL BE LOCATED (SURVEYED) BY THE CONTRACT DRAWINGS COORDINATES AND ELEVATIONS. MARKERS EXTENDING 4'-0" ABOVE FINISHED GRADE SHALL BE PROVIDED WITH THE ABOVE INFORMATION. PROVIDE THE ENGINEER WITH THE SURVEY NOTES UPON COMPLETION OF THE WORK. B.(IF WORK BY OTHERS IS IN PLACE PRIOR TO SUBSTANTIAL COMPLETION) BE TERMINATED AND TESTED TO THE LIMIT OF THE WORK. THE THE CONTRACTOR SHALL PROVIDE ALL NECESSARY APPURTENANCES AND ACCESSORIES, NUTS, BOLTS, ETC. REQUIRED TO COMPLETE THE CONNECTION TO WORK BY OTHERS.32. CONTRACTOR SHALL ESTABLISH PROTECTIVE FENCE AND CONTROL MEASURES AT THE LIMITS OF DISTURBANCE SHOWN. NO ACTIVITY SHALL BE PERMITTED OUTSIDE THE LIMITS OF DISTURBANCE.ACAIR COMPRESSOR AHUAIR HANDLING UNIT B BLOWER BABLOWER AIRBW BACKWASH CACOMPRESSED AIR CITCITRIC ACIDCPVCCHLORINATED POLY VINYL CHLORIDE CSCAUSTIC / SODIUM HYDROXIDEDIDUCTILE IRON DRDRAIN DWVDRAIN WASTE AND VENT EGENGINE GENERATOR FILFILTRATWHFSHYDROFLUOSILICIC ACIDFWFINISHED WATER FWTFINISHED WATER TRANSMISSION FWTMFINISHED WATER TRANSMISSION MAIN GGATE GPDGALLONS PER DAY GWGROUND WATER HMIHUMAN MACHINE INTERFACE HVACHEATING, VENTILATION AND AIR CONDITIONING LCPLOCAL CONTROL PANEL LSLEVEL SENSOR MMECHANICAL EQUIPMENT MCCMOTOR CONTROL CENTER MGMILLION GALLONS MGDMILLION GALLONS PER DAY OITOPERATOR INTERFACE OWSPOPEQUON WATER SUPPLY PROGRAMPPUMP PSPUMP STATION PVCPOLY VINYL CHLORIDEQRQUARRY RETURNQRDQUARRY RETURN DRAINQRWPS QUARRY RAW WATER PUMPING STATIONQRPSQUARRY RETURN PUMP STATIONRFREVERSE FILTRATIONRWRAW WATER RWIRAW WATER INTAKE RWPSRAW WATER PUMP STATIONRWTRAW WATER TRANSMISSION RWTMRAW WATER TRANSMISSION MAINSAMSAMPLE SANSANITARY SEWER SBSSODIUM BISULFITESDSTORM DRAIN SHCSODIUM HYPOCHLORITE SPSSEWER PUMP STATIONSSSSTAINLESS STEELSTLSTEEL SWSERVICE WATERSSWSOFTENED SERVICE WATERSWMSTORMWATER MANAGEMENT TTANK UVULTRAVIOLET UVTULTRAVIOLET TRANSMITTANCE VFDVARIABLE FREQUENCY DRIVEVOIPVOICE OVER INTERNET PROTOCOLWTPWATER TREATMENT PLANTZOZINC ORTHOPHOSPHATE PROCESS ABBREVIATIONSNOTES:NOT TO SCALE FILE NAME: DESIGNED BY: PROJECT NO.: DATE: NO.ISSUED FORDATE BY DRAWN BY: CHECKED BY: C-001 SEPTEMBER 2020 COPYRIGHT: 2020 ARCADIS U.S., INC. OPEQUON WATER SUPPLY PLAN WATER TREATMENT PLANT STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA LEGAL ENTITY: CONSULTANTS SEALS SHEET TITLE SCALE: SHEET OF ARCADIS PROJ. NO. ARCADIS U.S., INC. 4301 NORTH FAIRFAX DRIVE, SUITE 530 ARLINGTON, VA 22203 30057498 30057498 197 FILE NAME: DESIGNED BY: PROJECT NO.: DATE: NO.ISSUED FORDATE BY DRAWN BY: CHECKED BY: C-002 SEPTEMBER 2020 COPYRIGHT: 2020 ARCADIS U.S., INC. OPEQUON WATER SUPPLY PLAN WATER TREATMENT PLANT STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA LEGAL ENTITY: CONSULTANTS SEALS SHEET TITLE SCALE: SHEET OF ARCADIS PROJ. NO. ARCADIS U.S., INC. 4301 NORTH FAIRFAX DRIVE, SUITE 530 ARLINGTON, VA 22203 30057498 30057498 197 PROJECT SITE FILE NAME: DESIGNED BY: PROJECT NO.: DATE: NO.ISSUED FORDATE BY DRAWN BY: CHECKED BY: C-003 SEPTEMBER 2020 COPYRIGHT: 2020 ARCADIS U.S., INC. OPEQUON WATER SUPPLY PLAN WATER TREATMENT PLANT STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA LEGAL ENTITY: CONSULTANTS SEALS SHEET TITLE SCALE: SHEET OF ARCADIS PROJ. NO. ARCADIS U.S., INC. 4301 NORTH FAIRFAX DRIVE, SUITE 530 ARLINGTON, VA 22203 30057498 30057498 197 PROJECT SITE FILE NAME: DESIGNED BY: PROJECT NO.: DATE: NO.ISSUED FORDATE BY DRAWN BY: CHECKED BY: C-004 SEPTEMBER 2020 COPYRIGHT: 2020 ARCADIS U.S., INC. OPEQUON WATER SUPPLY PLAN WATER TREATMENT PLANT STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA LEGAL ENTITY: CONSULTANTS SEALS SHEET TITLE SCALE: SHEET OF ARCADIS PROJ. NO. ARCADIS U.S., INC. 4301 NORTH FAIRFAX DRIVE, SUITE 530 ARLINGTON, VA 22203 30057498 30057498 197 FILE NAME: DESIGNED BY: PROJECT NO.: DATE: NO.ISSUED FORDATE BY DRAWN BY: CHECKED BY: C-005 SEPTEMBER 2020 COPYRIGHT: 2020 ARCADIS U.S., INC. OPEQUON WATER SUPPLY PLAN WATER TREATMENT PLANT STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA LEGAL ENTITY: CONSULTANTS SEALS SHEET TITLE SCALE: SHEET OF ARCADIS PROJ. NO. ARCADIS U.S., INC. 4301 NORTH FAIRFAX DRIVE, SUITE 530 ARLINGTON, VA 22203 30057498 30057498 197 FILE NAME: DESIGNED BY: PROJECT NO.: DATE: NO.ISSUED FORDATE BY DRAWN BY: CHECKED BY: C-006 SEPTEMBER 2020 COPYRIGHT: 2020 ARCADIS U.S., INC. OPEQUON WATER SUPPLY PLAN WATER TREATMENT PLANT STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA LEGAL ENTITY: CONSULTANTS SEALS SHEET TITLE SCALE: SHEET OF ARCADIS PROJ. NO. ARCADIS U.S., INC. 4301 NORTH FAIRFAX DRIVE, SUITE 530 ARLINGTON, VA 22203 30057498 30057498 197 FILE NAME: DESIGNED BY: PROJECT NO.: DATE: NO.ISSUED FORDATE BY DRAWN BY: CHECKED BY: C-007 SEPTEMBER 2020 COPYRIGHT: 2020 ARCADIS U.S., INC. OPEQUON WATER SUPPLY PLAN WATER TREATMENT PLANT STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA LEGAL ENTITY: CONSULTANTS SEALS SHEET TITLE SCALE: SHEET OF ARCADIS PROJ. NO. ARCADIS U.S., INC. 4301 NORTH FAIRFAX DRIVE, SUITE 530 ARLINGTON, VA 22203 30057498 30057498 197 FILE NAME: DESIGNED BY: PROJECT NO.: DATE: NO.ISSUED FORDATE BY DRAWN BY: CHECKED BY: C-008 SEPTEMBER 2020 COPYRIGHT: 2020 ARCADIS U.S., INC. OPEQUON WATER SUPPLY PLAN WATER TREATMENT PLANT STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA LEGAL ENTITY: CONSULTANTS SEALS SHEET TITLE SCALE: SHEET OF ARCADIS PROJ. NO. ARCADIS U.S., INC. 4301 NORTH FAIRFAX DRIVE, SUITE 530 ARLINGTON, VA 22203 30057498 30057498 197 ' ' ' ' ' ' ' ' ' ' ' ' ' ' FILE NAME: DESIGNED BY: PROJECT NO.: DATE: NO.ISSUED FORDATE BY DRAWN BY: CHECKED BY: C-010 SEPTEMBER 2020 COPYRIGHT: 2020 ARCADIS U.S., INC. OPEQUON WATER SUPPLY PLAN WATER TREATMENT PLANT STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA LEGAL ENTITY: CONSULTANTS SEALS SHEET TITLE SCALE: SHEET OF ARCADIS PROJ. NO. ARCADIS U.S., INC. 4301 NORTH FAIRFAX DRIVE, SUITE 530 ARLINGTON, VA 22203 30057498 30057498 197 Seeding: Seed shall be evenly applied with broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be planted no more than 1½ inches deep. Small seeds, such as kentucky Bluegrass, should be planted no more than 1/4 inch deep. Other Grasses and Legumes should be planted from 1/4 inch to 1/2 inch deep. Mulching: 1. Seedings made in fall for winter cover and during hot and dry summer months shall be mulched according to MULCHING, Std. & Spec. 3.35, except that hydromulchules (fiber mulch) will not be considered adequate. Straw mulch should be used during these periods. 2. Temporary seedings made under favourable soil and site conditions during optimum spring and fall seeding dates may not require mulch. Re-seeding: Areas which fail to establish vegetative cover adequate to prevent rill erosion will be re-seeded as soon as such areas are identified. TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Planting Dates Species Rate (lbs/acre) Sept. 1 - Feb. 15 50/50 Mix of Annual Reygrass 50 - 100 (Lolium multi-forum) & Cereal (Winter) Rye (Secale cerale) Feb. 16 - Apr. 30 Annual Ryegrass 60 - 100 (Lolium multi-florum) May 1 - Aug. 31 German Millet 50 (Setaria italica) FILE NAME: DESIGNED BY: PROJECT NO.: DATE: NO.ISSUED FORDATE BY DRAWN BY: CHECKED BY: C-011 SEPTEMBER 2020 COPYRIGHT: 2020 ARCADIS U.S., INC. OPEQUON WATER SUPPLY PLAN WATER TREATMENT PLANT STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA LEGAL ENTITY: CONSULTANTS SEALS SHEET TITLE SCALE: SHEET OF ARCADIS PROJ. NO. ARCADIS U.S., INC. 4301 NORTH FAIRFAX DRIVE, SUITE 530 ARLINGTON, VA 22203 30057498 30057498 197 m Wet Storage Dimensions Dry Storage Dimensions Outlet Dimensions Design Elevations Sediment Trap Drainage Area Wet Volume Required Wet Volume Provided Area Depth Side Slopes Dry Volume Required Dry Volume Provided Area Depth Side Slopes Length Required Length Provided Top of Wet Volume Top of Embankment Top of Outlet Weir Outlet Configuration #(AC) (CY) (CY) (SQ. FT) (FT) (V:H) (CY) (CY) (SQ. FT) (FT) (V:H) (FT) (FT) (FT) (FT) (FT)- A 1.94 129.8 132.2 2102 2 129.8 198.9 3275 2 (2:1)12 12 593 596 595 Rectangular Stone Weir B 1.45 97.4 102.4 1628 2 97.4 172.5 3035 2 (2:1)9 9 604 607 606 Rectangular Stone Weir (1:1) (1:1) FILE NAME: DESIGNED BY: PROJECT NO.: DATE: NO.ISSUED FORDATE BY DRAWN BY: CHECKED BY: C-013 SEPTEMBER 2020 COPYRIGHT: 2020 ARCADIS U.S., INC. OPEQUON WATER SUPPLY PLAN WATER TREATMENT PLANT STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA LEGAL ENTITY: CONSULTANTS SEALS SHEET TITLE SCALE: SHEET OF ARCADIS PROJ. NO. ARCADIS U.S., INC. 4301 NORTH FAIRFAX DRIVE, SUITE 530 ARLINGTON, VA 22203 30057498 30057498 197 16'-0" FILE NAME: DESIGNED BY: PROJECT NO.: DATE: NO.ISSUED FORDATE BY DRAWN BY: CHECKED BY: C-014 SEPTEMBER 2020 COPYRIGHT: 2020 ARCADIS U.S., INC. OPEQUON WATER SUPPLY PLAN WATER TREATMENT PLANT STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA LEGAL ENTITY: CONSULTANTS SEALS SHEET TITLE SCALE: SHEET OF ARCADIS PROJ. NO. ARCADIS U.S., INC. 4301 NORTH FAIRFAX DRIVE, SUITE 530 ARLINGTON, VA 22203 30057498 30057498 197 PRESSURE REDUCING VALVE VAULT GRAVITY SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS 4. Water meter assemblies to be per FCSA specifications 145 FILE NAME: DESIGNED BY: PROJECT NO.: DATE: NO.ISSUED FORDATE BY DRAWN BY: CHECKED BY: E-001 SEPTEMBER 2020 COPYRIGHT: 2020 ARCADIS U.S., INC. OPEQUON WATER SUPPLY PLAN WATER TREATMENT PLANT STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA LEGAL ENTITY: CONSULTANTS SEALS SHEET TITLE SCALE: SHEET OF ARCADIS PROJ. NO. ARCADIS U.S., INC. 4301 NORTH FAIRFAX DRIVE, SUITE 530 ARLINGTON, VA 22203 30057498 30057498 197 146 FILE NAME: DESIGNED BY: PROJECT NO.: DATE: NO.ISSUED FORDATE BY DRAWN BY: CHECKED BY: E-002 SEPTEMBER 2020 COPYRIGHT: 2020 ARCADIS U.S., INC. OPEQUON WATER SUPPLY PLAN WATER TREATMENT PLANT STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA LEGAL ENTITY: CONSULTANTS SEALS SHEET TITLE SCALE: SHEET OF ARCADIS PROJ. NO. ARCADIS U.S., INC. 4301 NORTH FAIRFAX DRIVE, SUITE 530 ARLINGTON, VA 22203 30057498 30057498 197 147 FILE NAME: DESIGNED BY: PROJECT NO.: DATE: NO.ISSUED FORDATE BY DRAWN BY: CHECKED BY: E-003 SEPTEMBER 2020 COPYRIGHT: 2020 ARCADIS U.S., INC. OPEQUON WATER SUPPLY PLAN WATER TREATMENT PLANT STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA LEGAL ENTITY: CONSULTANTS SEALS SHEET TITLE SCALE: SHEET OF ARCADIS PROJ. NO. ARCADIS U.S., INC. 4301 NORTH FAIRFAX DRIVE, SUITE 530 ARLINGTON, VA 22203 30057498 30057498 197