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HomeMy WebLinkAbout200-52528-13003 - CAPE CANAVERAL WWTPwww.tetratech.comCLIENT INFORMATION:PROJECT LOCATION:NOTES:Tt PROJECT No.:CLIENT PURCHASE ORDER No.:5/24/2016 5:29:11 PM - P:\IER\52528\200-52528-13003\CAD\SHEETFILES\G-000 COVER SHEET AND LOCATION MAP.DWG - WINSLOW, RICHARD CITY OF CAPE CANAVERALWASTEWATER TREATMENT PLANTIMPROVEMENTS FOR OXIDATION DITCH REHABILITATIONCAPE CANAVERAL, FL200-52528-13003CITY OF CAPE CANAVERAL601 THURM BLVDCAPE CANAVERAL, FL 329208814201 EAST PINE STREET, SUITE 1000ORLANDO, FL 32801PHONE: (407) 839-3955 FAX: (407) 839-3790BID SETVICINITY MAP:SITE LOCATION601 THURM BLVDCAPE CANAVERAL, FL 32920A.INSTALL FINE BUBBLE 9-INCH EPDM MEMBRANE DISCS IN THE EQ BASIN.B.INSTALL A 125 HP ROTARY LOBE PD BLOWER AND VFD IN A SOUND ATTENUATING ENCLOSURE ADJACENT TO THE EQ BASIN.C.INSTALL A CONCRETE BAFFLE WALL THAT SPLITS THE EQ BASIN INTO TWO (2) EQUAL SIZED AERATION ZONES.D.PROVIDE TEMPORARY BYPASS AND IR PUMPS WITH PIPING, VALVES AND HOSING.E.INSTALL YARD PIPING MODIFICATIONS.F.PRIOR TO INSPECTING THE INTERIOR OF THE OXIDATION DITCH, DRAIN THE DITCH, REMOVE GRIT AND SAND FROM THEBASIN, AND PRESSURE WASH THE BASIN.G.REPAIR/REHABILITATE THE OXIDATION DITCH STRUCTURE AS NEEDED UPON STRUCTURAL INSPECTION.H.INSTALL MIST SHIELDS.I.REPLACE TWO (2) EXISTING AERATORS WITH NEW AERATOR ASSEMBLIES. RELOCATE VFDSJ.INSTALL SLIDE GATE AND REPLACE EFFLUENT WEIR GATE WITH ELECTRIC ACTUATOR.K.PROVIDE A TEMPORARY MICRO C 2000 SUPPLEMENTAL CARBON FEED AND STORAGE SYSTEM.Rasesh R. Shah, P.E.P.E. No. 68314, FL201 East Pine Street, Suite 1000Orlando, Florida 32801Engineering Business No. 2429 ________________________ DATE ______________THURM BLVD 1.IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, DEPTH AND CHARACTER OF ALL UTILITIESPRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER AS LISTED BELOW AND FIELD VERIFY LOCATIONS ANDELEVATIONS OF UTILITIES AT LEAST 72 HOURS IN ADVANCE OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGECAUSED BY HIS OPERATIONS. JUNE CLARK (321) 868-1240.2.THE EXISTING UTILITIES SHOWN ARE APPROXIMATE LOCATIONS AND SHALL NOT BE CONSTRUED AS BEING ALL INCLUSIVE OFUTILITIES IN THE AREA. ANY INTERRUPTION OF SERVICE SHALL BE COORDINATED WITH THE OWNER OF THE UTILITY.3.THE EXISTING WASTEWATER TREATMENT FACILITY SHALL REMAIN IN OPERATION AT ALL TIMES. IT SHALL BE THE CONTRACTOR'SRESPONSIBILITY TO PROVIDE ANY TEMPORARY FACILITIES NECESSARY TO MAINTAIN PLANT OPERATIONS. THE OPERATIONSDEPARTMENT (321) 868-1240 SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY POSSIBLE DISRUPTION OF PLANT OPERATIONS.4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROJECT COMPLYING WITH APPLICABLE STATE WATER QUALITYSTANDARDS DURING CONSTRUCTION AS SPECIFIED IN THE PERMITS. ALL WATER AND WIND EROSION SHALL BE MINIMIZED. IT ISTHE CONTRACTOR'S RESPONSIBILITY TO IMPLEMENT CONTROL MEASURES NOT SHOWN IN SPECIFICATIONS. ALL COSTSASSOCIATED WITH TURBIDITY CONTROL AND SEDIMENT STABILIZATION SHALL BE BORNE BY THE CONTRACTOR.5.THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO CONTROL TURBIDITY INCLUDING, BUT NOT LIMITED TO, THEINSTALLATION OF TURBIDITY BARRIERS AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING SUSPENDED SOLIDSINTO THE RECEIVING WATER BODY EXISTS DUE TO THE PROPOSED WORK. TURBIDITY BARRIERS MUST BE MAINTAINED AT ALLLOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND DISTURBED SOIL AREAS ARE STABILIZED. THE CONTRACTOR SHALL ALSOBE RESPONSIBLE FOR REMOVING THE BARRIERS. AT NO TIME SHALL THERE BE ANY OFF-SITE DISCHARGE WHICH VIOLATES THEWATER QUALITY STANDARDS IN CHAPTER 62-302 AND 62-4, FLORIDA ADMINISTRATIVE CODE.6.THE DRAWINGS DEPICT THE APPROXIMATE LOCATION OF EXISTING UNDERGROUND UTILITIES, WHICH WERE DETERMINED FROMRECORD DRAWINGS (JUNE 1995 CONFORMED SET, WASTEWATER TREATMENT PLANT IMPROVEMENTS) THE CONTRACTOR SHALLVERIFY THE EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING UNDERGROUND UTILITIES IN THE AREA OFCONSTRUCTION PRIOR TO PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTSAND PAY ALL COSTS ASSOCIATED WITH THE TEMPORARY RELOCATION, SUPPORT, MONITORING, PROTECTION, OR OTHERINTERACTION WITH THE UTILITY FEATURES WHICH MIGHT BE AFFECTED BY THE WORK. PROVIDE REQUIRED NOTICE TO OTHERSFOR SUCH WORK TO ALLOW THE PROJECT TO CONTINUE IN ACCORDANCE WITH THE CONTRACT SCHEDULE. THE COST OF SUCHWORK SHALL BE INCORPORATED INTO THE VARIOUS ITEMS OF WORK REQUIRING AND RELATED TO SUCH RELOCATION,SUPPORT, MONITORING OR PROTECTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGE WHICH MIGHTRESULT FROM HIS FAILURE TO EXACTLY LOCATE AND PROTECT ANY AND ALL UTILITIES, WHETHER ABOVE OR BELOW GRADE.ANY DAMAGE SHALL BE REPAIRED AT NO ADDITIONAL COST TO OWNER.7.ALL PIPING, VALVES, COATINGS, AND APPURTENANCES TO BE IN ACCORDANCE WITH CITY STANDARDS OR THE CONTRACTDOCUMENTS, WHICHEVER IS MORE STRINGENT. IN GENERAL, THE CONTRACT DOCUMENTS INCORPORATE THE CITY STANDARDSTHAT ARE APPLICABLE. HOWEVER, WHEN DISCREPANCIES ARISE BETWEEN THE USE OF CITY STANDARDS OR THE CONTRACTDOCUMENTS, THE CONTRACTOR SHALL DEFER THE DECISION OF WHICH MATERIAL OR MANUFACTURER TO USE, TO THEENGINEER OF RECORD.8.PROVIDE A MINIMUM OF 3.0 FEET OF COVER OVER ALL PIPE TO BE INSTALLED ON THE PROJECT UNLESS OTHERWISE SHOWN.9.SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX (6) INCHES, ANDPREFERABLY TWELVE (12) INCHES ABOVE OR AT LEAST TWELVE (12) INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE.HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE.10.SEWER, WASTEWATER OR STORM WATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THEOUTSIDE OF THE WATER MAIN IS AT LEAST TWELVE (12) INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE.HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE.11.AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOWTHE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, ATSUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS WILL BE AT LEAST THREE (3) FEET FROMALL JOINTS IN VACCUM-TYPE SANITARY SEWERS, STORM SEWERS, STORM WATER FORCE MAINS, OR PIPELINES CONVEYINGRECLAIMED WATER, AND AT LEAST SIX (6) FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE TYPE SANITARY SEWERS ORWASTEWATER FORCE MAINS.12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESSURE TESTING OF PIPING PER SECTION 15144.13.ALL BURIED DUCTILE IRON PIPING SHALL BE RESTRAINED JOINT, WITH MECHANICAL JOINTS AT EACH FITTING.14.THE EXISTING TOPOGRAPHICAL FEATURES SHOWN ON THE DRAWINGS WERE OBTAINED FROM GROUND SURVEY ANDREPRESENT CONDITIONS AS THEY EXIST AS OF SEPTEMBER 2013. AS PART OF THE BID PROCESS, AND PRIOR TOCONSTRUCTION, THE CONTRACTOR SHALL EXAMINE THE SITE OF THE PROPOSED WORK AND MAKE ALL NECESSARYINVESTIGATIONS TO DEFINE THOROUGHLY ALL DIFFICULTIES INVOLVED IN THE COMPLETION OF ALL WORK REQUIRED PURSUANTTO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.15.THE CONTRACTOR SHALL NOT ADVERSELY IMPACT DRAINAGE SYSTEMS DURING CONSTRUCTION. TEMPORARILY RECONFIGURETHE DRAINAGE SYSTEMS, WHICH MIGHT BE IMPACTED BY CONSTRUCTION AS THE WORK PROCEEDS, TO NOT CAUSE ADVERSEIMPACTS TO SURFACE WATER DRAINAGE EFFICIENCY. DO NOT IMPAIR SURFACE WATER DRAINAGE CAPACITY.16.MAINTAIN ACCESS FOR CHEMICAL DELIVERY TRUCKS, CITY EMPLOYEES, AND MAINTENANCE VEHICLES TO ALL EXISTING PLANTOPERATIONS DURING CONSTRUCTION.17.ALL SOIL COMPACTION, ROADWAY IMPROVEMENTS, AND ALL OTHER SITE CIVIL WORK TO BE IN ACCORDANCE WITH CITYSTANDARDS OR THE CONTRACT DOCUMENTS, WHICHEVER IS MORE STRINGENT.18.PRESERVE AND PROTECT THE EXISTING CONCRETE SIDEWALKS NOT INTENDED TO BE REMOVED DURING CONSTRUCTION. ALLDAMAGED SIDEWALKS SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTER. NOT ALL SIDEWALKS ARE SHOWN.19.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MATERIALS TESTING USING AN INDEPENDENT TESTING LABORATORY,APPROVED BY THE OWNER. CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE WHEN TESTING ISREQUIRED ON SITE.20.THE CONTRACTOR SHALL EMPLOY A LAND SURVEYOR, REGISTERED IN THE STATE OF FLORIDA, TO REFERENCE AND RESTOREPROPERTY CORNERS AND LANDMARKS WHICH MAY BE DISTURBED BY CONSTRUCTION.21.RESTORE ALL PROPERTY AND INFRASTRUCTURE (INCLUDING UTILITIES, SIDEWALKS, CURBING, ROADS, GRASSING, CULVERTS,HEADWALLS, FENCING, STORM DRAIN INLETS, AND OTHER EXISTING COMPONENTS OF THE SITE) DISTURBED BY CONSTRUCTIONOPERATIONS TO THE CONDITIONS WHICH EXISTED PRIOR TO CONSTRUCTION. THE COST OF SUCH RESTORATION SHALL BEINCLUDED IN THE BID.22.SIDEWALKS, DRIVEWAYS AND CURBING DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE REPLACED IN ACCORDANCEWITH CONTRACT DRAWINGS AND SPECIFICATIONS. SIDEWALKS REMOVED AND REPLACED IN CURB GUTTER AREAS ATINTERSECTIONS SHALL HAVE HANDICAP RAMPS INSTALLED. DRIVEWAYS AND SIDEWALKS SHALL BE SAW CUT ALONGRIGHT-OF-WAY LINE OR NEAREST JOINT AND REMOVED AND REPLACED TO THE EDGE OF STREET.23.ALL DISTURBED AREAS ON OR WITHIN THE PROPERTY BOUNDARIES ARE TO RECEIVE SOD.24.ALL PAVEMENT REPAIR SHALL BE IN ACCORDANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS.25.CONTRACTOR MUST MAINTAIN AND PRESERVE NEWLY GRADED AREAS AND REPAIR AREAS WHERE SETTLING AND EROSIONHAVE OCCURRED.26.TOPOGRAPHIC SURVEY ,6 PREPARED BY TETRA TECH (DATED 10/21/13) IN NGVD 29 DATUM. VERTICAL CONVERSION TO NAVD 88DATUM FOR THIS SITE IS -1.35'GENERAL NOTESKEY MAPSHEET INDEXTOBTOBTOBEOWEOWEOWTHURM BLVDOXIDATIONDITCHEQUALIZATION / ANAEROBIC / ANOXIC HOLDING BASINS1D-1022D-1042D-104G-001GENERAL NOTES, SHEET INDEX & KEY MAP www.tetratech.com MARK DATE DESCRIPTION BY 5/24/2016 5:29:39 PM - P:\IER\52528\200-52528-13003\CAD\SHEETFILES\G-001 GENERAL NOTES, SHEET INDEX & KEY MAP.DWG - WINSLOW, RICHARD 1ABCDEF234567Bar Measures 1 inchCopyright: Tetra Tech WWTP IMPROVEMENTS FOR OXIDATION DITCH REHABILITATION 201 EAST PINE STREET, SUITE 1000 ORLANDO, FL 32801 PHONE: (407) 839-3955 FAX: (407) 839-3790 Rasesh R. Shah, P.E. P.E. No. 68314, FL 201 East Pine Street, Suite 1000 Orlando, Florida 32801 Engineering Business No. 2429 ________________________ DATE ______________BID SET0SCALE:25'50'1:50NSheet NumberSheet TitleGENERALG-000COVER SHEET AND LOCATION MAPG-001GENERAL NOTES, SHEET INDEX & KEY MAPG-002LEGEND AND ABBREVIATIONSG-003PROCESS FLOW SCHEMATIC AND HYDRAULIC PROFILEMECHANICALD-101DEMOLITION PLAN - EQUALIZATION - ANAEROBIC - 1st ANOXIC BASINSD-102YARD PIPING PLAN - EQUALIZATION - ANAEROBIC - 1st ANOXIC BASINSD-103FLOW EQUALIZATION BASIN PLAND-104DEMOLITION AND YARD PIPING PLAN - OXIDATION DITCHD-301FLOW EQUALIZATION BASIN SECTIONSD-302OXIDATION DITCH SECTIONSD-501MECHANICAL DETAILSD-502MECHANICAL DETAILSD-503MECHANICAL DETAILSD-504MECHANICAL DETAILSELECTRICALE-101ELECTRICAL SITE PLAN & GENERAL NOTESE-102ENLARGED ELECTRICAL PLANE-103ENLARGED ELECTRICAL PLANE-104ENLARGED ELECTRICAL PLANE-105EXISTING MCC-1 SINGLE LINE RISER & FRONT VIEWE-106AERATOR POWER WIRING DIAGRAME-501ELECTRICAL DETAILSE-502ELECTRICAL DETAILSE-503ELECTRICAL DETAILSSheet NumberSheet TitleSTRUCTURALS-001GENERAL NOTES AND FLOW EQUALIZATION BASIN KEY PLANS-501FLOW EQUILIZATION DETAILSS-502OXIDATION DITCH IMPROVEMENTS SECTION REFERENCEXX-XXAAAPALARM ANNUNCIATOR PANELAARVAUTOMATIC AIR RELEASE VALVEAAVAUTOMATIC AIR VENTABANCHOR BOLTABANABANDON(ED)ABRSVABRASIVEABSACRYLONITRILE BUTADIENE STYRENEABVABOVEACALTERNATING CURRENTACCMPASPHALT-COATED CORRUGATED METAL PIPEACPASBESTOS CEMENT PIPEADDMADDENDUMADHADHESIVEAFFABOVE FINISHED FLOORAFGABOVE FINISHED GRADEAFSABOVE FINISHED SLABAHDAHEADALALUMINUMALTALTERNATEAMPAMPEREAMTAMOUNTAPRXAPPROXIMATE(LY)ARCHARCHITECT(URAL)ASALUM SOLUTIONASPHASPHALTASSYASSEMBLYAVEAVENUEA/CAIR CONDITIONINGA/VVAIR/VACUUM AIR VALVEBBAFBAFFLEBCVBALL CHECK VALVEBFBLIND FLANGEBFVBUTTERFLY VALVEBHPBRAKE HORSEPOWERBIBLACK IRONBITUMBITUMINOUS OR BITUMASTICB/LBASELINEBLDGBUILDINGBLKBLOCKBMBENCH MARKBOCBACK OF CURBBOTBOTTOMBPBASE PLATEBRGBEARINGBSPBLACK STEEL PIPEBVBALL VALVEBWBOTH WAYSBWWBACKWASH WATERCCAPCAPACITYCACOMPRESSED AIRCAVCOMBINATION AIR VALVECBCATCH BASINCCCCHLORINE CONTACT CHAMBERCECHLORINATED EFFLUENTCFMCUBIC FEET PER MINUTECFSCUBIC FEET PER SECONDCVCHECK VALVECICAST IRONCIPCAST IRON PIPECISPCAST IRON SOIL PIPECJCONSTRUCTION JOINTCKTCIRCUITC/LCENTER LINECL2CHLORINE GASCLFCHAIN LINK FENCECLRCLEAR OR CLEARANCECLVTCULVERTCMPCORRUGATED METAL PIPECMPACORRUGATED METAL PIPE ARCHCMUCONCRETE MASONRY UNITCNDCONDUITCNRCORNERCOCLEAN OUTCO2CARBON DIOXIDECOAGCOAGULANTCOLCOLUMNCOMCOMMONCONCCONCRETECONNCONNECTIONCONSTRCONSTRUCT(ION)CONTCONTINUOUSCONTRCONTRACT(OR)COORDCOORDINATECOCOMPANYCPCONCRETE PIPECPACONCRETE PIPE ARCHCPLGCOUPLINGCPVCCHLORINATED POLYVINYL CHLORIDECRCONCENTRIC REDUCERCSCHLORINE SOLUTIONCSGCASINGCTVCABLE TELEVISIONCYCUBIC YARDCYLCYLINDERC&G CURB AND GUTTERC/CCENTER TO CENTERDDATDATUMDBLDOUBLEDCDIRECT CURRENTDEMODEMOLITIONDEPTDEPARTMENTDESCDESCRIPTIONDETDETAILDFDIESEL FUELDIDUCTILE IRONDIADIAMETERDIFFDIFFUSERDIMDIMENSIONDIPDUCTILE IRON PIPEDISCHDISCHARGEDIRDIRECTIONDMHDROP MANHOLEDNDOWNDRDRAINDVDIAPHRAGM VALVEDWDRIVEWAYDWGDRAWINGDWVDRAIN, WASTE, AND VENTEEEASTEAEACHECCECCENTRICEFEACH FACEEFFEFFLUENTE/LEASEMENT LINEELELEVATIONELASTELASTOMERICELECELECTRICALEMEREMERGENCYEMCENCASE(MENT)ENGRENGINEEREPEDGE OF PAVEMENTEPDMETHYLENE PROPYLENE DIENEMONOMEREPRFEXPLOSION PROOFEQUIPEQUIPMENTERECCENTRIC REDUCERESTMEASEMENTESTESTIMATE(D)EWEACH WAYEXCEXCAVATEEXPEXPANSIONEXSTEXISTINGEXST GREXISTING GRADEEXTEXTERIOREXTNEXTENSIONFFABFABRICATE(D)FCAFLANGED COUPLING ADAPTERFBFLAT BARFCVFLOW-CONTROL VALVEFDFLOOR DRAINFDNFOUNDATIONFEFILTER(ED) EFFLUENTFHYFIRE HYDRANTFIGFIGUREFINFINISH(ED)FIN FLRFINISH FLOORFIN GRFINISH GRADEFLFLUORIDEFLGFLANGE(D)FLLFLOW LINEFLTRFILTERFMFORCE MAINFPMFEET PER MINUTEFPSFEET PER SECONDFRPFIBERGLASS REINFORCED PLASTICFTFOOT OR FEETFUTFUTUREFVFOOT VALVEFWFINISHED WATERFWPFACTORY WIRED PANELF/FFACE TO FACEGGAGAUGEGALGALLON(S)GALVGALVANIZEDGIPGALVANIZED IRON PIPEGJGROOVE JOINTGNDGROUNDGPDGALLONS PER DAYGPHGALLONS PER HOURGPMGALLONS PER MINUTEGPSGALLONS PER SECONDGRGRADEGRTGGRATINGGSGALVANIZED STEELGSPGALVANIZED STEEL PIPEGSRGROUND STORAGE RESERVOIRGSTGROUND STORAGE TANKGTGROUTGVGATE VALVEHHBHOSE BIBBHDHEAVY-DUTYHDPEHIGH-DENSITY POLYETHYLENEHDRHYDRAULICHFAHYDROFLUOSILICIC ACIDHGRHANGERHGTHEIGHTHNDRLHAND RAILHOAHAND-OFF-AUTOHORIZHORIZONTALHPHORSEPOWERHPAHIGH PRESSURE AIRHRHOURHVACHEATING, VENTILATION, AND AIRCONDITIONINGHWLHIGH WATER LEVELHWYHIGHWAYHZHERTZIIDINSIDE DIAMETERININCH(ES)INFINFLUENTINTINTERSECTIONINTRINTERIORINVINVERTIPIRON PIPEIPSINTERNATIONAL PIPE STANDARDIRINTERNAL RECYCLEIWIRRIGATION WATERJJBJUNCTION BOXJTJOINTKKKIP (1,000 LB)KPLKICK PLATEKVKILOVOLTKVAKILOVOLT-AMPEREKWKILOWATTKWHKILOWATT-HOURLLLEFTLABLABORATORYLAMLAMINATE OR LAMINATIONLATLLATERALLAVLAVATORYLENLENGTHLBPOUND(S)LFLINEAR FEETLPLIGHT POLELSLIME SLURRYLSSLIME STABILIZED SLUDGELVRLOUVERLWLLOW WATER LEVELMMMETERMAINTMAINTAIN OR MAINTENANCEMANMANUAL(LY)MASMASONRYMATLMATERIALMAXMAXIMUMMCCMOTOR CONTROL CENTERMEMITERED ENDMECHMECHANICALMEGMATCH EXISTING GRADEMFRMANUFACTURE(R)MGMILLION GALLONSMGDMILLION GALLONS PER DAYMHMANHOLEMIMILE(S)MINMINIMUM, MINUTE(S)MISCMISCELLANEOUSMJMECHANICAL JOINTMLMIXED LIQUORMOMASONRY OPENINGMONMONUMENTMPHMILES PER HOURMPTMALE PIPE THREADMSMOTOR STARTERMSPMOTOR STARTER PANELMTDMOUNTEDMVMOTORIZED VALVEMWMANWAYMWLMEAN WATER LEVELMWPMAXIMUM WORKING PRESSURENNNORTHNaOClSODIUM HYPOCHLORITENENORTHEASTNICNOT IN CONTRACTNONUMBERNOMNOMINALNPFNATIONAL PIPE THREADNPTNATIONAL PIPE TAPER (THREAD)NPWNON-POTABLE WATERNRSNON-RISING SYSTEMNTSNOT TO SCALENWNORTHWESTN/ANOT APPLICABLEOO2OXYGENOCON CENTERODOUTSIDE DIAMETERODPOPEN DRIP PROOFOFOUTSIDE FACEOHOVER HEADOHWOVER HEAD WIREOPPOPPOSITEOPTOPTIONALOROFFICIAL RECORDSOSYOUTSIDE SCREW AND YOKEO&MOPERATION AND MAINTENANCEPPAPROCESS AIRPCPOINT OF CURVEPCMPERMANENT CONTROL MONUMENTPEPLAIN ENDPGPRESSURE GAGEPIPOINT OF INTERSECTIONPLPLATEP/LPROPERTY LINEPNVPINCH VALVEPOBPOINT OF BEGINNINGPOJPUSH-ON JOINTPOLPOLYMERPPPOWER POLEPPDPOUNDS PER DAYPPMPARTS PER MILLIONPREFABPREFABRICATEDPRESSPRESSUREPRVPRESSURE REDUCING VALVEPRWPROCESS WATERPSFPOUNDS PER SQUARE FOOTPSIPOUNDS PER SQUARE INCHPSIAPOUNDS PER SQUARE INCH ABSOLUTEPSIGPOUNDS PER SQUARE INCH GAGEPTPOINT OF TANGENCYPVPLUG VALVEPVCPOLYVINYL CHLORIDEPVMTPAVEMENTPWPOTABLE WATERPWRPOWERQQFLOWQTYQUANTITYRRADRADIUSRASRETURN ACTIVATED SLUDGERCREINFORCED CONCRETERCBREINFORCED CONCRETE BOXRCPREINFORCED CONCRETE PIPERCPAREINFORCED CONCRETE PIPEARCHRDROADRDCRREDUCERREBARREINFORCING STEELREFREFERENCEREINFREINFORCE(D)(ING)(MENT)REMREMOVE(ABLE)REQ'DREQUIREDRFRAISED FACERJRESTRAINED JOINTRMROOMRPBPREDUCED PRESSURE BACKFLOW PREVENTERRPMREVOLUTIONS PER MINUTERRRAILROADRTRIGHTRVTRIVETEDRWRAW WATERRWWRAW WASTEWATERR/WRIGHT-OF-WAYSSSOUTHSASAMPLE LINESANSANITARYSCHEDSCHEDULESDSTORM DRAINSESOUTHEASTSECTSECTIONSEFFSECONDARY EFFLUENTSFSQUARE FOOT OR FEETSHTSHEET(ED)(ING)SIGSIGNALSIMSIMILARSLSLUDGESLVSLEEVESMSHEET METALSOLNSOLUTIONSPSOIL PIPE, SPACE(ING)SPECSPECIFICATIONSPRTSUPPORTSQSQUARESSSANITARY SEWERSSESUBSTANDARD EFFLUENTSSTSTAINLESS STEELSTSTREETSTASTATIONSTDSTANDARDSTKSTAKESTLSTEELSTRSTRAIGHTSTRUCTSTRUCTURALSURFSURFACESVSOLENOID VALVESVCESERVICESVWSERVICE WATERSWSOUTHWESTSWDSIDEWATER DEPTHSWSHSURFACE WASHSYMSYMBOLSYMMSYMMETRICALS/WSIDEWALKTTANTANGENTTBTOP OF BEAMTBMTEMPORARY BENCH MARKTB-xxTEST BORING-xx (e.g. TB-1)TDTRENCH DRAINTDHTOTAL DYNAMIC HEADTETOTALLY ENCLOSEDTEFCTOTALLY ENCLOSED FAN COOLEDTELTELEPHONETENVTOTALLY ENCLOSED NON-VENTILATEDTHDTHREAD(ED)THKTHICK(NESS)TLMTELEMETRYTOBTOP OF BANKTOCTOP OF CURBTOSTOE OF SLOPETOTTOTALTPTELEPHONE POLETSTHICKENED SLUDGETVTELEVISIONTYPTYPICALT&BTOP AND BOTTOMUUDUNDERDRAINUGUNDERGROUNDULTULTIMATEUNUNIONUONUNLESS OTHERWISE NOTEDUGEUNDERGROUND ELECTRICUTCUNDERGROUND TELEPHONE CABLEUTILUTILITYVVVOLT(S)VACVACUUMVARVARIESVCVERTICAL CURVEVCPVITRIFIED CLAY PIPEVELVELOCITYVERTVERTICALVFDVARIABLE FREQUENCY DRIVEVOLVOLUMEWWWATT, WESTWASWASTE ACTIVATED SLUDGEWCOWALL CLEAN OUTWFWIDE FLANGEWHWALL HYDRANTWLWATER LINEWMWATER MAINWPWATER PROOF(ING), WORKINGPOINTWPRWORKING PRESSUREWSWATER SURFACEWSPWELDED STEEL PIPEWTWEIGHTWTPWATER TREATMENT PLANTWWWASH WATERWWFWELDED WIRE FABRICWWMWELDED WIRE MESHWWTPWASTEWATER TREATMENT PLANTW/WITHW/OWITHOUTXXFERTRANSFERYYDYARD(S)YHYARD HYDRANTYRYEAR(S) YRREFERENCE SYMBOLSLIST OF STANDARD ABBREVIATIONSHATCHING LEGENDMECHANICAL/DRAFTING LEGENDPIPING LEGENDDENOTES SECTIONLETTER IDENTIFICATIONDENOTES DRAWING NOWHERE SECTION IS LOCATEDDETAIL REFERENCEXX-XXDENOTES DRAWING NOWHERE DETAIL IS LOCATEDDENOTES DETAIL NUMBERIDENTIFICATIONSECTION TITLEDETAIL TITLESECTIONX_SCALE:DETAILX_SCALE:DENOTES DRAWING NOWHERE SECTION IS LOCATEDDENOTES SECTIONLETTER IDENTIFICATIONDENOTES DRAWING NOWHERE DETAIL IS LOCATEDDENOTES DETAIL NUMBERIDENTIFICATIONASPHALT OR CONCRETESURFACE (SIDEWALK ORROADWAY)ROADWAY/SIDEWALKOPEN CUT RESURFACESODDED OR SEEDED ANDMULCHED AREA OREXISTING WETLANDEARTHEXISTING PIPES,STRUCTURES, EQUIPMENTTO BE REMOVEDCAST-IN-PLACECONCRETEGRATINGALUMINUMSTEELCONCRETE UNITMASONRY (PLAN)GROUTPRECAST CONCRETEPHANTOM LINEHIDDEN LINEVISIBLE LINECENTER LINEBREAK LINEDIMENSION LINES AND LEADERSEXISTINGPROPOSEDN/AN/AMATCHLINE1 3/32"NOTEFITTING/APPURTENANCEBENDTEEWYEREDUCERCAP/BLIND FLANGEPLUGBUTTERFLYVALVEBALL VALVECHECK VALVEGATE VALVEPLUG VALVEAUTOMATICCONTROL VALVEPINCH VALVEFLANGEDSINGLE-LINEDOUBLE-LINEEXISTINGPROPOSEDPROPOSEDEXISTINGMECHANICAL JOINTSINGLE-LINEDOUBLE-LINEEXISTINGPROPOSEDPROPOSEDEXISTINGGROOVE JOINTSINGLE-LINEDOUBLE-LINEEXISTINGPROPOSEDPROPOSEDEXISTINGSOLVENT WELDSINGLE-LINEDOUBLE-LINEEXISTINGPROPOSEDPROPOSEDEXISTINGN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/ACIVIL LEGENDSTORM SEWERSANITARY SEWERWATERoooooooooooooooooooGUARD RAILxxxxxxxxSTEEL FENCExxxxxWOOD FENCEEMBANKMENTTOPBOTTOMMONITORING WELLHYDRANTPOWER POLEUTILITY POLESEWER MANHOLESEWER VALVEMANHOLEMONUMENTTREE - EVERGREENTREE - PALM TREEFLARED END - RCPSTORM MANHOLEWATER METERWATER VALVEWATER WELLMW-XFHCOSSSVMH-??SDWMWVWELLLIGHT POLESEWER CLEANOUTSTORM CULVERT ENDSPOT ELEVATIONXXXX.XXTREE - DECIDUOUSEASEMENTPROPERTY LINER/WRIGHT OF WAY LINE (R-O-W)LIMITS OF CONTRUCTIONPROPOSED CONTOUR MAJOR130129PROPOSED CONTOUR MINOR(LABEL OPTIONAL)SANITARY SEWER(FORCE MAIN)VEGETATIONG-002LEGEND AND ABBREVIATIONS www.tetratech.com MARK DATE DESCRIPTION BY 5/24/2016 5:29:49 PM - P:\IER\52528\200-52528-13003\CAD\SHEETFILES\G-002 LEGEND AND ABBREVIATIONS.DWG - WINSLOW, RICHARD 1ABCDEF234567Bar Measures 1 inchCopyright: Tetra Tech WWTP IMPROVEMENTS FOR OXIDATION DITCH REHABILITATION 201 EAST PINE STREET, SUITE 1000 ORLANDO, FL 32801 PHONE: (407) 839-3955 FAX: (407) 839-3790 Rasesh R. Shah, P.E. P.E. No. 68314, FL 201 East Pine Street, Suite 1000 Orlando, Florida 32801 Engineering Business No. 2429 ________________________ DATE ______________BID SET 3.4924201612840-42824201612840-428INFSCREENINGSDISPOSALMECHANICALBARSCREENMANUALBAR RACKGRITREMOVALBYPFLOWSPLITTERGRITDISPOSALCONCENTRATOR RETURN MFEPUMPSOFRASRETMDRN DRN FIRSTANOXICBASIN AFERMENTATIONBASIN AOXIDATION DITCHFIRSTANOXICBASIN BFERMENTATIONBASIN BFLOWEQUALIZATIONBPFBPFIRPUMPSIRIRIRMLSSSECONDANOXIC BASINASECONDANOXIC BASINBMLSSMLSSGRITREMOVALPRETREATMENTSTRUCTURESCREENFERMENTATION / ANOXICBASINFERMENTATIONBASINFIRSTANOXICBASINFLOWEQUALIZATIONBASINFLOWEQUALIZATIONSECONDANOXICBASIN A19.8017.0019.4917.0812.0819.2718.0822.0019.97WEIR GATE18.9216.6816.513.493.4918.49WEIR16.1015.7815.1910.2110.76WEIR 14.88.999.910.79TEMP IR PUMPAEROBICBASIN (TEMP)18.418.4918.49AIRBLOWERMLSSMLSSIRSURFACE AERATOR WITH UPPERAND LOWER IMPELLERS ANDVELOCITY ENHANCING BAFFLEMPUMP / BLOWERFLOW METERSURFACE AERATORwww.tetratech.com MARK DATE DESCRIPTION BY 5/24/2016 5:29:56 PM - P:\IER\52528\200-52528-13003\CAD\SHEETFILES\G-003 - PROCESS FLOW & HYDRAULIC PROFILE.DWG - WINSLOW, RICHARD 1ABCDEF234567Bar Measures 1 inchCopyright: Tetra Tech WWTP IMPROVEMENTS FOR OXIDATION DITCH REHABILITATION 201 EAST PINE STREET, SUITE 1000 ORLANDO, FL 32801 PHONE: (407) 839-3955 FAX: (407) 839-3790 Rasesh R. Shah, P.E. P.E. No. 68314, FL 201 East Pine Street, Suite 1000 Orlando, Florida 32801 Engineering Business No. 2429 ________________________ DATE ______________BID SETG-003PROCESS FLOW SCHEMATIC AND HYDRAULIC PROFILE PROCESS FLOW SCHEMATICHYDRAULIC PROFILEABBREVIATIONDESCRIPTIONALALUM FEED LINEAIRPROCESS AIRBPFBIOLOGICAL PROCESS FEEDBWWFILTER BACKWASH WATERBYPBYPASSCSCHLORINE SOLUTIONDRNDRAINEFFEFFLUENTEQFLOW EQUALIZATION BASINFEFILTER EFFLUENTINFINFLUENTIRINTERNAL RECYCYLEMLSSMIXED LIQUOR SUSPENDED SOLIDSOFOVERFLOWPFPOLYMER FEEDRASRETURN ACTIVATED SLUDGERETRETURNSESECONDARY EFFLUENTSO2SULFUR DIOXIDESRSUPERNATANT RETURNSSESUBSTANDARD EFFLUENTWASWASTE ACTIVATED SLUDGEABBREVIATIONSLEGENDABBREV.FLOWSTREAM IDPIPE & FITTINGSMATERIAL (ABOVEAND BELOWGROUND)TESTPRESSURE(PSI)COATINGCOLORMATERIALCLASSAIRPROCESS AIRSSTPER 1505025 (AIR)N/AIRINTERNALRECYCLEDIPPER 15050100BROWNMLSSMIXED LIQUORDIPPER 15050100BROWNFLOW STREAM IDENTIFICATIONNOTE: ELEVATIONS SHOWN HEREIN ARE BASED ON NGVD 29 DATUM. 9" PALM DROP INLET TOP 5.92 SV PUMP PUMP ELEC PANEL SHUT OFF VALVE SV SV CO ELECTRICAL SPIG ELEC PANEL 6" DIP 6" PVC 6" DIP 6" DIP 18" DIP TOP 7.57 24" DIP SV SV 8" OAK 10" DIP 18" DIP 60" RCP 24" DIP SPIG SPIGSPIG 12" DRAIN CATWALK PUMP SPIG REMOVE EXISTING ƒ%(1'0- DEMOLISH EXISTING 30" DIP AS NEEDED TO COMPLETE MODIFICATIONS SHOWN ON SHEET D-102. SEE NOTE #1. 1st ANOXIC BASINS FLOW EQUALIZATION BASIN ANAEROBIC BASINS C D-301 PRETREATMENT STRUCTURE www.tetratech.comMARKDATEDESCRIPTIONBY5/24/2016 5:30:14 PM - P:\IER\52528\200-52528-13003\CAD\SHEETFILES\D-101 DEMOLITION PLAN - EQUALIZATION - ANAEROBIC - 1ST ANOXIC BASINS.DWG - WINSLOW, RICHARD1 A B C D E F 2 3 4 5 6 7 Bar Measures 1 inch Copyright: Tetra TechWWTP IMPROVEMENTS FOROXIDATION DITCH REHABILITATION201 EAST PINE STREET, SUITE 1000ORLANDO, FL 32801PHONE: (407) 839-3955 FAX: (407) 839-3790Rasesh R. Shah, P.E.P.E. No. 68314, FL201 East Pine Street, Suite 1000Orlando, Florida 32801Engineering Business No. 2429 ________________________ DATE ______________BID SET D-101DEMOLITION PLANEQUALIZATION / ANAEROBIC /1st ANOXIC BASINSNOTES 0 SCALE: 5'10'20' 1" = 10' N 1.PROVIDE BYPASS PUMPING IN ACCORDANCE WITH SECTION 11312 FOR THE DURATION OF THE DEMOLITION AND IMPROVEMENTS IDENTIFIED. PUMP MIXED LIQUOR FROM 1st ANOXIC BASIN TO OXIDATION DITCH. INSTALL PIPE AND VALVES REQUIRED FOR ISOLATION AND PRESSURE TEST NEW YARD PIPING PRIOR TO REMOVING BYPASS PUMP AND PIPING. 2.REFER TO SECTION 01900 FOR SUGGESTED SEQUENCE OF CONSTRUCTION. 9" PALMDROP INLETTOP 5.92SVPUMPPUMPELEC PANELSHUT OFF VALVESVSVCO ELECTRICALSPIGELEC PANEL6" DIP6" PVC6" DIP6" DIP18" DIPTOP 7.5724" DIPSVSV8" OAK10" DIP18" DIP60" RCP24" DIPSPIGSPIGSPIG12" DRAINCATWALKPUMPSPIG30" MJ PLUG VALVE5(029((;,67,1*0-ƒ%(1'& INSTALL 30" X 30" MJ TEE(SEE SHEET D-101)CMU BAFFLEWALL0-ƒ%(1'(TYP)SEE NOTE #1125 HP BLOWER WITHVFD & ENCLOSURE30" DIP16" DIP30" X 30" TEE MJ24" X 16" TAPPINGSLEEVE AND VALVEEXISTING 30" DIP TOSECOND ANOXIC BASIN30" MJ PLUG VALVE(TYP)36" DIPEXISTING EDGEOF PAVEMENTSEE NOTE #1CONCRETE PADT/SLAB EL=7.00'CONCRETE PADDESIGNATED AREA FORTEMPORARY IR PUMP(S)T/SLAB EL=MATCHT/ASPHALT (SEE NOTE 5)ƒ%(1')/*1D-501PIPE SUPPORT(TYP)FUTURE 1/2" PVCCARBON FEEDEXISTING PANEL TOREMAIN36" X 30" REDUCER MJƒ%(1'0-30" PLUG VALVE FLGDETAIL1G-001SCALE: 1" = 10'REMOVABLEBOLLARD (TYP)6D-501EXISTING EDGEOF PAVEMENT2D-503PAVEMENT RESTORATIONBOLLARD (TYP)EXISTING EDGEOF PAVEMENT1st ANOXIC BASINSFLOW EQUALIZATION BASINBASINSPRETREATMENTSTRUCTURE8.14'15.5'CD-301SEE SHEET D-103 FOR FLOWEQUALIZATION BASIN PLANCUT IN MJ SLEEVE ANDSPOOL PIECE AND FLANGEDRESTRAINED COUPLING(SEE SHEET D-101)5D-501EXISTING 24" DIP TOFIRST ANOXIC BASIN7.0CONCRETE PAD WITH TEMPORARYIR PUMP CONNECTIONST/SLAB EL=7.50'REMOVABLE BOLLARDCUT IN MJ SLEEVE ANDSPOOL PIECE AND FLANGEDRESTRAINED COUPLING(SEE SHEET D-101)SEE NOTE 6FUTURE 1/2" PVCCARBON FEEDCUT AND INSTALLNEW 16" PV (FLG)16"X12" WET TAPPING SLEEVE AND PLUG VALVEPAVEMENT RESTORATIONƒ%(1'0-ƒ%(1'0-12" DIP REJECT FMINSTALL 16"x12"TEE (MJ)SECOND ANOXIC BASIN1D-50130" PLUG VALVE FLGFUTURE SUPPLEMENTALCARBON STORAGE ANDFEED FACILITY1D-503PAVEMENT RESTORATIONFIRST ANOXIC BASINCONCRETE PAD WITH TEMPORARYIR PUMP CONNECTIONSREMOVABLE BOLLARD6D-50116"X12" WET TAPPING SLEEVE AND PLUG VALVE1D-503www.tetratech.com MARK DATE DESCRIPTION BY 5/24/2016 5:30:38 PM - P:\IER\52528\200-52528-13003\CAD\SHEETFILES\D-104 DEMOLITION AND YARD PIPING PLAN - OXIDATION DITCH.DWG - WINSLOW, RICHARD 1ABCDEF234567Bar Measures 1 inchCopyright: Tetra Tech WWTP IMPROVEMENTS FOR OXIDATION DITCH REHABILITATION 201 EAST PINE STREET, SUITE 1000 ORLANDO, FL 32801 PHONE: (407) 839-3955 FAX: (407) 839-3790 Rasesh R. Shah, P.E. P.E. No. 68314, FL 201 East Pine Street, Suite 1000 Orlando, Florida 32801 Engineering Business No. 2429 ________________________ DATE ______________BID SETD-102YARD PIPING PLAN EQUALIZATION / ANAEROBIC / 1st ANOXIC BASINSNOTES0SCALE:5'10'20'1" = 10'N1.SEE SHEET D-103 FOR THE DIFFUSER LAYOUT.2.ALL PIPE JOINTS SHALL BE RESTRAINED JOINTS.3.PROVIDE REMOVABLE BOLLARDS PER DETAIL 6, SHEET D-501 WHERENOTED. ALL OTHER BOLLARDS SHALL BE STANDARD BOLLARDS PERDETAIL 5, SHEET D-501.4.REFER TO SECTION 01900 FOR SUGGESTED SEQUENCE OFCONSTRUCTION.5.CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONES,BARRICADES, OR OTHER ENGINEER APPROVED METHOD TO PROTECTIR PUMPS DURING CONSTRUCTION.6.RESTRAIN FITTINGS LOCATED ALONG EXISTING PIPE WHEREMECHANICAL RESTRAINING DEVICES ARE NOT ALREADY PROVIDED.8" DR 18'-0"9'-3"23'-6"15'-6"ƒ%(1'0-ƒ%(1')/*CONCRETE PAD WITH TEMP IRPUMP CONNECTIONS.10" SST AIR HEADER125 HP BLOWER WITHVFD & ENCLOSURECONCRETE PADEXISTING EDGE OFASPHALT PAVEMENT36'-4"36'-4"5'-0" 1'-7"BD-301AD-301ƒ%(1')/*CONCRETE PAD.DESIGNATED AREA FORTEMPORARY IR PUMP(SEE NOTE #2)16" PLUG VALVE FLG16" BLIND FLG16" PLUG VALVE FLG16" BLIND FLGȭ ELEV = 8.8'CORE DRILL EXISTING WALL& INSTALL 36" FLG X PE DIP,WALL PENETRATION SEALPIPE SUPPORTSTANCHION(TYP)ƒ%(1'0-ƒ%(1')/*2D-501PIPE SUPPORTSTANCHION(TYP)1D-5016'-0"16'-0"BOLLARD (TYP)(SEE SHEET D-102 FORBOLLARD INFORMATION)35'-0"4' X 4' X 1/4"ALUMINUM WEIR BOX12'-6"10'-0"TEMPORARY STRAP ONULTRASONIC FLOW METEREXISTING STORMSEWER INLET28'-0"10'-0"EXPANSION JOINTCORE DRILL EXISTING WALL& INSTALL 10" FLG X PE SST,WALL PENETRATION SEAL2D-501PRESSURE ANDTEMPERATURE GAUGE56'-0"73'-4"DD-3012" NPW16" FMFINE BUBBLE AERATION SYSTEM HEADER(SEE NOTE #1)3D-50110'-0" (MAX)1D-50126'-0"14'-8"5'-0"13'-0"CONCRETE COLLAR(SEE STRUCTURAL DRAWINGS)8" CMU BAFFLE WALL(SEE STRUCTURAL DRAWINGS)CONCRETE COLLAR(SEE STRUCTURAL DRAWINGS)CORE DRILL EXISTING WALL &INSTALL 16" FLG X PE DIP, WALLPENETRATION SEAL2D-501CORE DRILL EXISTING WALL &INSTALL 30" STAND PIPE ASSEMBLYAND WALL PENETRATION SEAL2D-501BOLLARD (TYP)(SEE SHEET D-102 FORBOLLARD INFORMATION)CUT AND INSTALLNEW 16" PV (FLG)10" WAFER CHECK VALVEPIPE SUPPORTSTANCHION(TYP)ƒ%(1'66710" X 10" TEE WITH BLIND FLANGEAND PRESSURE RELEASE VALVE1D-501www.tetratech.com MARK DATE DESCRIPTION BY 5/24/2016 5:30:57 PM - P:\IER\52528\200-52528-13003\CAD\SHEETFILES\D-103 FLOW EQUALIZATION BASIN PLAN.DWG - WINSLOW, RICHARD 1ABCDEF234567Bar Measures 1 inchCopyright: Tetra Tech WWTP IMPROVEMENTS FOR OXIDATION DITCH REHABILITATION 201 EAST PINE STREET, SUITE 1000 ORLANDO, FL 32801 PHONE: (407) 839-3955 FAX: (407) 839-3790 Rasesh R. Shah, P.E. P.E. No. 68314, FL 201 East Pine Street, Suite 1000 Orlando, Florida 32801 Engineering Business No. 2429 ________________________ DATE ______________BID SETD-103FLOW EQUALIZATION BASIN PLAN N0SCALE:2'-8"5'-4"10'-8"3/16" = 1'-0''SEE SHEET D-102 FOR CONTINUATIONSEE SHEET D-102 FOR CONTINUATIONNOTES1.AERATION SYSTEM LAYOUT SHOWN FOR ILLUSTRATIVEPURPOSE ONLY AND MAY VARY BY MANUFACTURER.PROVIDE AERATION SYSTEM AS RECOMMENDED BY THEMANUFACTURER AND IN ACCORDANCE WITHSPECIFICATION 11376 AND THE AERATION DETAILS ONSHEETS D-501 AND D-502.2.CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFICCONES, BARRICADES, OR ENGINEER APPROVED METHODTO PROTECT IR PUMPS DURING CONSTRUCTION. SVCHAIN LINK FENCEPUMPPUMPPUMPPUMPELEC PANELELEC PANELELEC PANEL10" DIP10" DIP10" DIP16" DIP16" DIP12" DIP12" DIP4" DIP16" DIPTOP 4.4324" DIP16" DIP12" DIP12" DIP16" DIPREMOVE EXISTINGƒ%(1'0-EXISTING 75HP IMPELLERSTO BE DEMOLISHED(SEE NOTE1)24.5'3'7.5'35'7.5'INSTALL TEMPORARYBULKHEAD20' (SEE NOTE 2)20' (SEE NOTE 2)20' (SEE NOTE 2)20' (SEE NOTE 2)16' (SEE NOTE 2)17.2' (SEE NOTE 2)17.2' (SEE NOTE 2)16' (SEE NOTE 2)10.17' (SEE NOTE 2) 27' (SEE NOTE 2)19.76'R20.33'(SEE NOTE 2)CUT AND REMOVE EXISTINGHANDRAIL. COORDINATE LOCATIONWITH NEW HATCH COVER (TYP)SVCHAIN LINK FENCEPUMPPUMPPUMPPUMPELEC PANELELEC PANELELEC PANEL10" DIP10" DIP10" DIP16" DIP16" DIP12" DIP12" DIP4" DIP16" DIPTOP 4.4324" DIP16" DIP12" DIP12" DIP16" DIP 30" X 30" TEE MJ30" DIPƒ%(1'0-30" X 24" RED MJ24" X 24" TAPPINGSLEEVE AND VALVE24" EXISTING DIP PIPINGTO SECOND ANOXICBASINS30"x30"SLIDE GATE75HP AERATORASSEMBLYMIST ELIMINATING PANELS(FRP COVER SYSTEM)(TYP)1D-5036D-503 “(SEE NOTE 3)75HP AERATORASSEMBLY24"x36" HATCHCOVER (TYP)MODIFY HANDRAIL TOINSTALL 36" CHAIN GUARDAND CAUTION SIGN24" GATE VALVE5S-5024D-504TEMPORARY SUPPLEMENTAL CARBONFEED AND STORAGE SYSTEM (SEE NOTE 4)STAIRS(SEE STRUCTURAL DRAWINGS)WM REUSE10" DIP10" DIPEXISTING OXIDATION DITCHWM REUSE10" DIP10" DIPEXISTING OXIDATION DITCH15'EXTEND EXISTING ELEVATEDWALKWAY WITH HANDRAILS &KICK PLATES(SEE STRUCTURAL DRAWINGS)3.16'10'MIST ELIMINATOR PANELS(FRP COVER SYSTEM) (TYP)10'x1'WEIR GATESTAIRS(SEE STRUCTURALDRAWINGS)ALUMINUM GRATING(SEE STRUCTURALDRAWINGS)3D-504www.tetratech.com MARK DATE DESCRIPTION BY 5/24/2016 5:31:25 PM - P:\IER\52528\200-52528-13003\CAD\SHEETFILES\D-104 DEMOLITION AND YARD PIPING PLAN - OXIDATION DITCH.DWG - WINSLOW, RICHARD 1ABCDEF234567Bar Measures 1 inchCopyright: Tetra Tech WWTP IMPROVEMENTS FOR OXIDATION DITCH REHABILITATION 201 EAST PINE STREET, SUITE 1000 ORLANDO, FL 32801 PHONE: (407) 839-3955 FAX: (407) 839-3790 Rasesh R. Shah, P.E. P.E. No. 68314, FL 201 East Pine Street, Suite 1000 Orlando, Florida 32801 Engineering Business No. 2429 ________________________ DATE ______________BID SETD-104DEMOLITION AND YARD PIPING PLAN OXIDATION DITCH 0SCALE:5'10'20'1" = 10'NAERATOR DEMOLITION PLAN2G-001SCALE: 1" = 10'PARTIAL AERATOR PLAN2G-001SCALE: 1" = 10'AD-302BD-302NOTES:1.REMOVE AND PROTECT GEARBOX AND MOTOR. TURN GEARBOX AND MOTOR OVER TO OWNER. DELIVER AND UNLOADEQUIPMENT TO OWNER DESIGNATED LOCATION.2.CONTRACTOR SHALL VERIFY THE DIMENSIONS PROVIDED PRIOR TO SUBMITTING SHOP DRAWINGS FOR ENGINEERREVIEW.3.FRP COVERS (MIST ELIMINATOR PANELS) SHALL EXTEND FROM THE OUTER LIMITS OF THE EXISTING SPRAY HEADER ANDNOZZLES AT THE EDGE OF THE WALKWAY TO THE TOP EDGE OF THE 45 DEGREE ANGLE WALL AND CONTINUE DOWN THESLOPED WALL AN ADDITIONAL 2'-6". SEE DETAIL 3/504.4.CONTRACTOR SHALL PROVIDE A TEMPORARY MICRO C 2000 SUPPLEMENTAL CARBON FEED AND STORAGE SYSTEM. THESTORAGE TANK SHALL BE ONE WHITE COLOR HDLPE 275 GALLON CHEMICAL FEED STATION MANUFACTURED BY SNYDERINDUSTRIES, INC MODEL ASM TK 275 VNT CHEMFEED WITH STAND OR EQUIVALENT BY OTHERS. THE PERISTALTICCHEMICAL METERING PUMP SHALL BE 45 SERIES 2.5 TO 50.0 GPD 45 SERIES SINGLE HEAD ADJUSTABLE STENNER PUMPCOMPANY MODEL 45M5 OR EQUIVALENT BY OTHERS. CONTRACTOR TO CONNECT THE PUMP TO NEAREST 120 V, 60 HZ, 1PH (1.7 AMP) POWER SOURCE WITH SJTOW POWER CORD. PROVIDE DISCHARGE TUBING NECESSARY TO FEED MICRO CINTO THE ANOXIC BASIN. THE CONTRACTOR SHALL TURN OVER THIS SYSTEM TO THE CITY AFTER THE OXIDATION DITCH ISBACK IN SERVICE. SECTIONAD-103SCALE: 3/16" = 1'-0"FF ELEV = 3.49'8" SST8" PVCTRANSITION FROM SST TO PVCAT ELEV 6.49. (SEE SHEET D-502)PIPE THRUSTSUPPORTMANIFOLD SUPPORTASSEMBLY3D-502FINE BUBBLE AERATIONSYSTEM TYPICAL HEADER(SEE NOTE #1)3D-501BLOWERCMU BAFFLE WALLȭ OF PIPE ELEV = 20.49'TOP OF BAFFLE WALL EV = 15.49'ȭ OF PIPE ELEV = 16.49'ƒ%(1'MIN WATERELEV = 7.5'(FOR DIFFUSERPROTECTION)10" TEE SST WITH BLIND FLANGE1" SST TUBING AND 1" BALL VALVESST FOR CONDENSATE DRAINEXISTING GRADEELEV = 6.6ȭ OF PIPE ELEV = 8.29'5D-5033'-0"6'-0"10" X 8" TEE SSTƒ%(1'6678" BUTTERFLY VALVE8" BLOW-OFF BUTTERFLY VALVEEQUIPMENT PAD3D-50310" BUTTERFLY VALVE4'-0"PPSECTIONBD-103SCALE: 3/16" = 1'-0"FF ELEV = 3.49'ƒ%(1')/*ƒ%(1')/*ƒ%(1'0-PRESSURE GUAGE(TYP OF 2)INV ELEV = 7.0'TOP OF WEIR ELEV = 14.8'30" X 30" TEE MJ(IN FRONT OF CUT PLANE)INV OF PIPE ELEV = -3.27'FIN GRADE = 7.0'FIN GRADE = 7.0'FIN GRADE = 6.75'BEYOND CUT PLANEȭ OF PIPE ELEV = 8.53'BOTTOM OF BOX ELEV = 12.8'ȭ OF PIPE ELEV = 10.72'4' X 4' X 1/4"ALUMINUM WEIR BOXSECURE BOTTOM AND BOTH SIDESOF ALUMINUM WEIR BOX TO TANKWALL W/ 1/2" 304 SS ANCHOR BOLTS.INSTALL 1/8" X 6" NEOPRENERUBBER SEAL BETWEEN WEIR BOXAND TANK WALL30" FLG FILLERINSIDE BOXCONCRETE PAD WITHTEMPORARY IR PUMPCONNECTIONREMOVABLEBOLLARD6D-501ƒ%(1'667(TYP OF 3)8" X 10" REDUCER SST(TYP OF 2)8" BUTTERFLY VALVE(TYP OF 2)10" X 10" TEE SST8" SST PIPE16" PLUG VALVE FLG W/ BLIND FLANGEMIN WATER ELEV = 7.5'(FOR DIFFUSERPROTECTION FROM UV)BAFFLE WALLMIN WATER ELEV = 7.5'(FOR DIFFUSERPROTECTION FROM UV)HIGH WATERELEV = 15.196'-0"SEE NOTE #15D-503PIPE THRUSTSUPPORTCONCRETE SLABUNDER PIPE SUPPORTS6S-5015S-501CONCRETECOLLAR2S-501CONCRETE COLLAR2S-5014'-0"SLAB PENETRATION4D-503SECTIONCD-103SCALE: 3/16" = 1'-0"ƒ%(1')/*30" PLUG VALVE FLGCOUPLINGPIPE SUPPORTSTANCHION30" X 30" TEE MJMJ SLEEVE AND COUPLINGEXISTING 30" MLSSȭ OF PIPEELEV = 10.72'INV OF PIPEELEV = -3.27'1D-501EXISTING GRADEELEV = 7.4'SEE NOTE #1SECTIONDD-103SCALE: 3/16" = 1'-0"ȭ OF PIPE ELEV = 10.8'EXISTING GRADEELEV = 7.0'CONCRETE PAD WITHTEMPORARY IR PUMPCONNECTIONƒ%(1'0-1D-501PIPE SUPPORTSTANCHIONȭ OF PIPE ELEV = -2.0'STRAP ON ULTRASONICFLOWMETER16" PLUG VALVE FLG16" BLIND FLGSLAB PENETRATION4D-5035'-0"www.tetratech.com MARK DATE DESCRIPTION BY 5/24/2016 5:31:42 PM - P:\IER\52528\200-52528-13003\CAD\SHEETFILES\D-301 FLOW EQUALIZATION BASIN SECTIONS.DWG - WINSLOW, RICHARD 1ABCDEF234567Bar Measures 1 inchCopyright: Tetra Tech WWTP IMPROVEMENTS FOR OXIDATION DITCH REHABILITATION 201 EAST PINE STREET, SUITE 1000 ORLANDO, FL 32801 PHONE: (407) 839-3955 FAX: (407) 839-3790 Rasesh R. Shah, P.E. P.E. No. 68314, FL 201 East Pine Street, Suite 1000 Orlando, Florida 32801 Engineering Business No. 2429 ________________________ DATE ______________BID SETD-301FLOW EQUALIZATION BASIN SECTIONS 0SCALE:2'-8"5'-4"10'-8"3/16" = 1'-0'' (THIS SHEET)NOTES1.PROVIDE APPROXIMATELY 8' CLEARANCE BETWEENTOP OF CONCRETE WALKWAY AND BOTTOM OF 10"SST AIR HEADER.NOTES1.AERATION SYSTEM LAYOUT SHOWN FORILLUSTRATIVE PURPOSE ONLY AND MAY VARY BYMANUFACTURER. PROVIDE AERATION SYSTEM ASRECOMMENDED BY THE MANUFACTURER AND INACCORDANCE WITH SECTION 11376 AND AERATIONSYSTEM DETAILS ON SHEETS D-501 AND D-502.NOTES1.DEMOLISH EXISTING 30" DIP AS NEEDED TOCOMPLETE MODIFICATIONS SHOWN. 75 HP MOTORENCLOSURE: TEFC-XEXINSULATION: CLASS FSERVICE FACTOR:1.15 ON SINE WAVE POWER1.0 ON VFD INVERTER DUTY75 HP MOTOR(SEE NOTE #1)REDUCER(SEE NOTE #1)JACKSTUDSCONCRETE PLATFORMAND SUPPORT BRIDGEMOUNTING BARS / JACKSTUDS & NUTS(PROTECT. TO BE REUSED)RIGID COUPLING(SEE NOTE 1)LIFTING EYESIMPELLER SHAFT IMPELLERPARTITIONWALLTO BE REMOVED ANDDISPOSED OF BY CONTRACTORBOTTOM OF TANK(/ “ “(SEE NOTE 2):$/.:$<(/“7'(&.(/“MIST SHIELD AND SUPPORT5'-7 13/16"4'-8 1/2"4'-0" “CLEARANCEEXISTING PARTITION WALLIMPELLER2 1/2" CLEARANCEMAX LIQUID DEPTH EL=12.34'NWL EL=12.22'MIN WL EL=11.93'LOWER TURBINEVELOCITY ENHANCERBAFFLE (VEB)LOWER TURBINESHAFT1'-10"“CLEARANCE4'-2 1/2"8'-1"IMPELLER DIAIMPELLER SHAFT(2) LIFTING EYESREDUCERMIN SERVICE FACTOR: 2.0OUTPUT SPEED: 39.63 - 1981 RPMMOUNTING PLATEEXISTING(4) JACKSTUDSRIGID COUPLING(SEE NOTE 1)5 3/16" MAX SUBMERGENCE1/4" MIN SUBMERGENCEDO NOT OPERATE BELOWPARTITION WALLEXTENSION (304 SST)EPOXY ANCHORSPARTITION WALL EXTENSION(304 SS OR CONCRETE FILLED FRP)(SEE NOTE 2)(SEE NOTE 2)(SEE NOTE 2)EXISTING CONCRETEPLATFORM ANDSUPPORT BRIDGEwww.tetratech.com MARK DATE DESCRIPTION BY 5/24/2016 5:31:54 PM - P:\IER\52528\200-52528-13003\CAD\SHEETFILES\D-302 OXIDATION DITCH SECTIONS.DWG - WINSLOW, RICHARD 1ABCDEF234567Bar Measures 1 inchCopyright: Tetra Tech WWTP IMPROVEMENTS FOR OXIDATION DITCH REHABILITATION 201 EAST PINE STREET, SUITE 1000 ORLANDO, FL 32801 PHONE: (407) 839-3955 FAX: (407) 839-3790 Rasesh R. Shah, P.E. P.E. No. 68314, FL 201 East Pine Street, Suite 1000 Orlando, Florida 32801 Engineering Business No. 2429 ________________________ DATE ______________BID SETD-302OXIDATION DITCH SECTIONS SECTIONBD-104SCALE: 3/8" = 1'-0"SECTIONAD-104SCALE: 3/8" = 1'-0"NOTES (SECTION B)1.COORDINATE LOCATION OF EXISTING MOUNTING BARS WITHMOUNTING PLATE FOR NEW AERATOR. DESIGN AND LOCATE HOLESTO ENSURE COMPATIBILITY WITH LOCATION OF EXISTINGMOUNTING BARS SUCH THAT THE NEW AND EXISTING GEARREDUCERS ARE INTERCHANGEABLE.2.COORDINATE BOLT PATTERN OF NEW COUPLING WITH EXISTINGCOUPLING SUCH THAT THE NEW AND EXISTING GEAR REDUCERSARE INTERCHANGEABLE.NOTES (SECTION A)1.REMOVE AND PROTECT GEARBOX AND MOTOR. TURN GEARBOXAND MOTOR OVER TO THE OWNER. STORE AT OWNER DESIGNATEDLOCATION. DEMOLISH REMAINING AERATOR COMPONENTS UNLESSOTHERWISE NOTED.2.CONTRACTOR SHALL VERIFY THE DIMENSIONS PROVIDED PRIOR TOSUBMITTING SHOP DRAWINGS FOR ENGINEER REVIEW.COORDINATE WITH AERATOR MANUFACTURER ANY ADDITIONALINFORMATION REQUIRED TO PREPARE AND SUBMIT A COMPLETEDSHOP DRAWING. FINE BUBBLE AERATION SYSTEM - TYPICAL HEADERFINE BUBBLE MEMBRANE DIFFUSER ASSEMBLYREMOVABLE BOLLARDDETAIL3SCALE: NTSDETAIL4SCALE: NTSDETAIL5SCALE: NTSDETAIL6SCALE: NTSPIPE SUPPORT - ADJUSTABLE STANCHION W/ U-BOLTDETAIL1SCALE: NTS1/4"PIPESIZEABCDEMINMAX444 3/16739 1/214645 7/167310 3/415 1/4846 15/167312 1/416 3/41048 7/167313 3/418 1/41249 15/167314 5/819 1/816411 1/27316 13/1621 5/1618613 1/293 1/219 1/823 5/820614 1/293 1/220 1/824 5/824617 1/29423 5/1627 13/1630621 5/16942731 1/2NOTES:1.HOT-DIP GALVANIZEENTIRE PIPE SUPPORTAFTER FABRICATION(EXCEPT FOR STAINLESSSTEEL FASTENINGHARDWARE).2.SEE PLANS ANDSECTIONS FOR PIPEGRADE REQUIREMENT(DIMENSION "E").3.PROVIDE INSULATIONPROTECTION SHIELD(GRINNELL FIG 167 OREQUAL) WHEN PIPING ISINSULATED.PROCESSPIPE316 SST U-BOLT1/4" NEOPRENE PADANVIL FIG 265 PIPESTANCHION SADDLEOR EQUALSCHEDULE 40STEEL PIPE CUT TOMEET REQUIREDPIPE GRADE1" NON-SHRINK GROUT1/2" THICK SQUARESTEEL PLATE5/8" SST WEDGEANCHORS WITHLEVELING NUTS(TYP OF 4)CONSTRUCT CONC BASE, IF SUPPORT IS NOTLOCATED ON AN EXISTING SLAB. (REFER TOS-501, DETAIL 6 UNLESS OTHERWISE NOTED.C1"AE BD* ALL DIMENSIONSIN INCHES.5'-0" MAX WALL PENETRATION - WALL PIPEDETAIL2SCALE: NTSMANIFOLDUNION JOINT ASSEMBLYDIFFUSER ASSEMBLYHEADER PIPE20'-0" MAX.7'-6" MAX.AIR DISTRIBUTOR GUIDE SUPPORT ASSEMBLY11 1/2" MIN.4'-0" MAX.STANDARD ORREMOVABLEEND CAPCHECK VALVEAIR DISTRIBUTION HEADERRETAINER RINGMEMBRANESOLVENT WELDSADDLE CONNECTIONSEALING O-RINGAIR CONTROL ORIFICESEE TABLE"A"PIPESIZE(IN)NOMINALSLEEVEDIA (IN)242-1/24354661081210141216PIPESIZE(IN)NOMINALSLEEVEDIA (IN)1416161818232025242930363642EXISTINGCONCRETE WALLPIPE SLEEVE FOR WALLPENETRATION SEALASSEMBLY BY MFRPIPE, SEEPLANS FOR SIZELINK-SEAL WALLPENETRATION SEALASSEMBLYBOLLARDBOLLARD POST(SST, SAE 304)ROUNDED CAPPAINT TRAFFICYELLOW SYSTEM #15‘67((/3/$7(COLLAR WELDED TO PIPECEMENT WASH SLOPE 1"ABOVE PAVINGFINISHED GRADE(WHERE INSTALLED INUNPAVED AREAS)CONCFOUNDATIONREMOVABLERECEIVER W/ CHAIN(SST, SAE 304)DRAIN HOLE OPENTO STONEDRAINAGE BEDFDOT #57 STONE WITHFILTER FABRIC ONTOP AND BOTTOM3'-6"3'-0"6"6" SCHED 40 STEEL PIPEFILLED WITH CONCRETECOLOR OF FINISH COATSHALL BE OSHA SAFETYYELLOWFINISHEDGRADE4'-0"3'-0"9" (TYP)3,000 PSI CONCRETE6"2'-0"MANIFOLD SUPPORT ASSEMBLY3D-5022D-5024D-5011D-5026D-502PAD LOCK‘5(%$5$1&+25ASPHALT PAVEMENTFLUSH WITH FLANGE(WHERE INSTALLEDIN PAVED AREAS)www.tetratech.com MARK DATE DESCRIPTION BY 5/24/2016 5:32:06 PM - P:\IER\52528\200-52528-13003\CAD\SHEETFILES\D-501 MECHANICAL DETAILS.DWG - WINSLOW, RICHARD 1ABCDEF234567Bar Measures 1 inchCopyright: Tetra Tech WWTP IMPROVEMENTS FOR OXIDATION DITCH REHABILITATION 201 EAST PINE STREET, SUITE 1000 ORLANDO, FL 32801 PHONE: (407) 839-3955 FAX: (407) 839-3790 Rasesh R. Shah, P.E. P.E. No. 68314, FL 201 East Pine Street, Suite 1000 Orlando, Florida 32801 Engineering Business No. 2429 ________________________ DATE ______________BID SETD-501MECHANICAL DETAILS AIR DISTRIBUTORDIFFUSER HOLDERMEMBRANE DISCDIFFUSERDIFFUSERRETAINER RINGDIFFUSER WRENCHGUIDE CLAMPLOCATINGPLATEHEX NUTANCHOR BOLTAIR HEADERUNION JOINT SOCKETO-RINGUNION JOINT SPIGOTUNION JOINT RETAINER RINGGUIDE CLAMPSHEX NUTANCHOR BOLTMANIFOLDPLATE WASHERSTAINLESS STEEL BANDEPDM GASKETSUPPORT BASESUPPORT BASEMANIFOLDFLEXCAP DIFFSUERWITH 3/8" MPTMEMBRANE DISC DIFFUSER ASSEMBLYUNION JOINT ASSEMBLYMANIFOLD SUPPORT ASSEMBLYDETAIL3SCALE: NTSDETAIL2SCALE: NTSDETAIL1SCALE: NTSCLAMP COUPLINGPURGE ASSEMBLY - ALTERNATIVE 1GUIDE SUPPORT ASSEMBLYDETAIL5SCALE: NTSDETAIL6SCALE: NTS1/2" x 3/8" FPT PVCREDUCER BUSHING(SHOP SOLVENTWELDED TO INVERT OFMANIFOLD)DETAIL4SCALE: NTSPURGE ASSEMBLY - ALTERNATIVE 2DETAIL7SCALE: NTSALTERNATIVE 1CONTINUOUS ASSEMBLYNOTE:DEPENDING ON DIFFUSERMANUFACTURER SELECTED,DIFFUSER ASSEMBLY MAYINCLUDE A SEPARATE BASEPLATE LOCATED BETWEEN THEMEMBRANE DISC DIFFUSERAND DIFFUSER HOLDER.PURGE SUMP ASSEMBLYPVC NIPPLE‘;/*HOSE CLAMP1" I.D. PURGE HOSE‘6&+39&3,3(‘6&+ƒ39&(/%2:STN STL CLAMP1"I.D. PURGE HOSE(STENCILED "WATER PURGE")(/%2:;ƒPURGE SUMPSCH. 80 PVC (THR'D)SUCTION TUBETUBING- 1" I.D. EDUCTORNIPPLE- 3/4" X 3"LG.SCH. 80 PVCSCH. 80 PVCNIPPLE- 3/4" X 2"LG.SUMP ASSEMBLY(SEE DETAIL);ƒ39&(/%2:6.73/4" X 3" NIPPLE T.1.E.‘385*(9$/9(3/4" X 3" NIPPLE T.B.E.CLAMP-WORMDRIVE HOSE S.S.‘6&+PVC PIPEwww.tetratech.com MARK DATE DESCRIPTION BY 5/24/2016 5:32:11 PM - P:\IER\52528\200-52528-13003\CAD\SHEETFILES\D-501 MECHANICAL DETAILS.DWG - WINSLOW, RICHARD 1ABCDEF234567Bar Measures 1 inchCopyright: Tetra Tech WWTP IMPROVEMENTS FOR OXIDATION DITCH REHABILITATION 201 EAST PINE STREET, SUITE 1000 ORLANDO, FL 32801 PHONE: (407) 839-3955 FAX: (407) 839-3790 Rasesh R. Shah, P.E. P.E. No. 68314, FL 201 East Pine Street, Suite 1000 Orlando, Florida 32801 Engineering Business No. 2429 ________________________ DATE ______________BID SETD-502MECHANICAL DETAILS TAPPING SLEEVE AND VALVEPIPE THRUST SUPPORTWALL MOUNTED SLIDE GATEWALL MOUNTED GATE SEALINGFLOOR STAND TYPE 2BURIED VALVE, BUTTERFLY OR PLUGEQUIPMENT PADSTAINLESS STEELTAPPING SLEEVE,RESILIENT SEATTAPPING VALVE & BOXPIPE ORBEND ASREQUIREDNOTES:1.BENDS AND FITTINGS ASREQUIRED. SEE PLANSHEETS FOR DETAILSTHRUST COLLAR(IF REQUIRED)EXISTING FMMAINCAP OR PLUG(AS REQUIRED)LINE STOP & PLUG(IF SHOWN ON DRAWINGS)RESTRAINEDLENGTHPER DIPRAEXISTING FM MAIN TO BEABANDONED(IF SHOWN ON DRAWINGS)TEENEWMAINPLUG VALVE(SEE DETAIL)DETAIL1SCALE: NTSL-20FINISHED GRADEWATERBELOW VALVEOR 12" MINVALVE SIZEAS SPECIFIED ORINDICATED ON DWGSWATERWASTEWATERSERVICE TYPEVALVE SIZEVALVE TYPEDIRECTION ANDNO OF TURNSTO OPEN1/8" LETTERSCAST IN 3"DIA BRONZEDISK AS MFRBY SHELDONBRONZ CO.VALVE IDENTIFICATION DISKSET COVER OF VALVE BOXAND CONC PAD 1/4" BELOWGRADE IN PAVEMENT AND 2"ABOVE GRADE ELSEWHEREANCHORED TO CONCRETEOPERATING NUT 6" BELOWHAND TAMPED BACKFILL OVER 4'-0" BELOW GRADELENGTH OF BEDDING EQUALS4"CAST IRON LID1'-6" X 1'-6" X 6"CONCRETE PAD4"9"24"9"CAST IRON LIDAS APPROPRIATEWITH RAISED LETTERS"SEWER" OR "WATER"BFV#3 BAR CONTGRADE WHEN VALVE ISEXTENSION ROD WITH 2"AT TOP SECTIONGEAR OPERATOR6" MIN5" CISPGRAVEL BEDDING+ 12"PIPE ODVALVE LENGTH + 12"DIA OF PIPE DETAIL2SCALE: NTSDETAIL3SCALE: NTSDETAIL5SCALE: NTSDETAIL6SCALE: NTSDETAIL7SCALE: NTSDETAIL8SCALE: NTSEQUIPMENT BASEAS SUPPLIED BYMANUFACTUREREQUIPMENT BASE1" GROUT3/4" CHAMFER(TYP)(4) #4DOWELS# 5 CONT ON ALL SIDES3" (TYP)3" (TYP)LENGTHWIDTH 4"4"6"SECTIONSEE DWGSBRACKETMATERIAL1/4"3/8"1/2"SIDE VIEW2 1/2"C/L 7/8"C BOLT HOLES1 1/2"2 1/2"<6"12">8" to 12"PIPESIZEC/L1/41 1/2"D ELEVATION1/4TYPE 4 HEAVY DUTYCONSTRUCT SUPPORTFROM STEEL PLATEPIPE CLAMPPLAN VIEW1/4PIPE DIA "D"D/2D3/4 "x4-1/4" LONG SST WEDGEANCHOR W/NUTS & WASHERS3 1/4" MIN EMBEDED IN CONCWALL (4 REQ'D)SEALINGSLIDE GATEWALL MOUNTED30"30"ADJUSTINGSCREWSHOLD DOWNBOLT OPNGNOTE:1.REFER TO TAGNUMBER LIST FORDIMENSIONS A AND B.2.GATE TO OPEN TOEXPOSE ENTIREOPENING.ADJUSTINGSCREWSLIDE GATESEALING FACEBACKING STRIPFRAMESST WEDGEANCHORS AS REQ'D1" NON SHRINK GROUTFACE OF WALLBY GATE MFRSST GATE STEMPROVIDE CLEAR PLASTIC STEMINDICATOR WITH VENT HOLEGATE OPERATORFLOOR STANDCAST IRON WALL BRACKETDESIGN FOR HOIST OUTPUT @150 Lb(MIN) EFFORT ON CRANKOR HANDWHEELSST ANCHOR BOLTS,NUTS & WASHERS SIZETHREAD PROJECTIONAS REQD BY MFRLENGTH AS REQD TOEXTEND BEHIND WALLREINFSST BOLTS W/ SSTNUTS ANDWASHERSNOTES:1.FLOOR STAND ISREPRESENTATIVE ONLY2.SST-TYPE 3163.CUT AND MODIFY EXISTINGGRATING AS NEEDED TOINSTALL FLOOR STANDAND BRACKET. RECESS FOR GRATINGDIM AS REQDBY GATE MFR7D-503‘3,3(STEM COVERHANDWHEEL36" (MIN) 48" (MAX)STEM GUIDESTEM GUIDESTEM COUPLINGFLOOR STAND TYPE 28D-503SLIDESTEM CONNECTORINVERT MEMBERGUIDE MEMBERGRATING(SEE NOTE 3)SST OPERATINGSTEMPIPE PENETRATION - SLAB-ON-GRADEDETAIL4SCALE: NTSAPPLY 2" OF GUN GRADEELASTOMERIC SEALANTIN ANNULAR SPACESLAB ON GRADECOMPACTEDSOILANNULAR SPACE 2"MIN ALL AROUNDEXCEPT WHERENOTED OTHERWISEON DWGSPACK TIGHT LAYERS OFEXPANDED POLYETHYLENEOR POLYURETHANE ROPETYPE FILLERwww.tetratech.com MARK DATE DESCRIPTION BY 5/24/2016 5:32:17 PM - P:\IER\52528\200-52528-13003\CAD\SHEETFILES\D-501 MECHANICAL DETAILS.DWG - WINSLOW, RICHARD 1ABCDEF234567Bar Measures 1 inchCopyright: Tetra Tech WWTP IMPROVEMENTS FOR OXIDATION DITCH REHABILITATION 201 EAST PINE STREET, SUITE 1000 ORLANDO, FL 32801 PHONE: (407) 839-3955 FAX: (407) 839-3790 Rasesh R. Shah, P.E. P.E. No. 68314, FL 201 East Pine Street, Suite 1000 Orlando, Florida 32801 Engineering Business No. 2429 ________________________ DATE ______________BID SETD-503MECHANICAL DETAILS EXISTING WEIR GATE DEMOLITIONDETAIL1SCALE: NTSDEMOLISH EXISTING WEIR GATE, GATEFRAME, SUPPORT BEAM AND ASSOCIATEDITEMS. REPAIR AND PREPARE CONCRETEFOR INSTALLATION OF NEW WEIR GATE.TOP OF WALL EL=13.4(FIELD VERIFY)WEIR GATEWALL MOUNTED WEIR GATEDETAIL2SCALE: NTSADJUSTINGSCREWSHOLD DOWNBOLT OPENINGSSTSTEM12"PROVIDE CLEAR PLASTIC STEMINDICATOR WITH VENT HOLE30"'(&.(/ “(FIELD VERIFY)CHANNEL INVERT(/ “ ),(/'9(5,)< 10'-0" (FIELD VERIFY)WALL MOUNTEDGATE SEALING7D-50318" (FIELD VERIFY)ELECTRIC ACTUATORSUPPORT BEAM7232)&21&(/ “(FIELD VERIFY)GATE FRAMEFIELD VERIFY FIELD VERIFYFIN FL EL=0.9ELECTRIC ACTUATORCAUTION SIGNDETAIL4SCALE: NTSNORMAL WEIR ELEV. = 12.007&21&(/(9 “(FIELD VERIFY)GATE INVERT ELEV. = 10.252'-6"12" (FIELD VERIFY SEE NOTE 1)7:$//(/  “7'(&.(/  “LIMITS OFFRP COVERMIST ELIMINATOR (FRP COVER SYSTEM)EXISTINGOXIDATIONDITCHEXISTINGOXIDATIONDITCHDETAIL3SCALE: NTSSPRAY HEADERNOTE:1.FIELD LOCATE EXISTING SPRAY HEADER ANDNOZZELS. PROVIDE COVERwww.tetratech.com MARK DATE DESCRIPTION BY 5/24/2016 5:32:21 PM - P:\IER\52528\200-52528-13003\CAD\SHEETFILES\D-501 MECHANICAL DETAILS.DWG - WINSLOW, RICHARD 1ABCDEF234567Bar Measures 1 inchCopyright: Tetra Tech WWTP IMPROVEMENTS FOR OXIDATION DITCH REHABILITATION 201 EAST PINE STREET, SUITE 1000 ORLANDO, FL 32801 PHONE: (407) 839-3955 FAX: (407) 839-3790 Rasesh R. Shah, P.E. P.E. No. 68314, FL 201 East Pine Street, Suite 1000 Orlando, Florida 32801 Engineering Business No. 2429 ________________________ DATE ______________BID SETD-504MECHANICAL DETAILS TOBTOBTOBEOWEOWEOWTHURMBLVDOXIDATIONDITCH1E-1031E-102HHHHPROPOSEDBLOWEREXISTING MAINELECTRICAL ROOMEXISTINGMCC-1OPEN CUT EXISTING ASPHALTPAVEMENT/CONCRETE,RESTORE TO MATCHEXISTING (TYP.)PROPOSEDBRANCHCIRCUITPROPOSEDBRANCHCIRCUITEXISTINGPANEL LPHH4E-501(TYP.)1E-501(TYP.)EXISTINGUNDERGROUNDRACEWAYS1E-104AERATORS8E-5012E-503NEW VFDLOCATION. SEEENLARGED PLANEXISTING AERATORVFD'S, RELOCATE.SEE ENLARGED PLAN.PULL BOXESFOR POWERAND CONTROLSABANDON EXISTINGPOWER AND I&CRACEWAYS.NEW PULLBOXTYPICAL FOR POWER AND I&CANSI/SCTE 77TIER 8HAND DIG NEWTRENCH FORPOWER ANDCONTROLCONDUITSEQUALIZATION / ANAEROBIC / ANOXIC HOLDING BASINS WEIRMOVI & CCONDUITD.OTRANSMITTERGENERAL NOTESOVERALL ELECTRICAL SITE PLAN1.ELECTRICAL MATERIALS AND EQUIPMENT ITEMS SHOWN IN LIGHT LINE WEIGHTS ON THE DRAWINGS ARE EXISTING ITEMS TOREMAIN. ELECTRICAL MATERIALS AND EQUIPMENT ITEMS SHOWN IN DARK LINE WEIGHTS ARE NEW UNDER THIS CONTRACT.2.ITEMS SHOWN CROSSHATCHED ON THE DRAWINGS ARE EXISTING ITEMS TO BE REMOVED.3.FOR ITEMS INDICATED AS "FIELD LOCATE" CHECK DRAWINGS OF OTHER TRADES (IN PARTICULAR PIPING AND STRUCTURAL)FOR INTERFERENCE AND FOR LOCATIONS OF MOUNTING FLANGES, CONNECTION POINTS, ETC.4.INSTALL A SINGLE CONDUCTOR INSULATED (RHW, THHN, OR XHHW) COPPER GROUND WIRE IN EACH CONDUIT, SIZE ASSHOWN ON DRAWINGS. THIS GROUND WIRE SHALL BE CONNECTED AT EACH END TO THE EQUIPMENT GROUND AND NECREQUIRED POINTS.5.EQUIPMENT SHOWN INSIDE SHALL BE RATED NEMA 12 AND EQUIPMENT SHOWN OUTSIDE SHALL BE RATED NEMA 4XSTAINLESS STEEL, UNLESS OTHERWISE INDICATED.6.MINIMUM CONDUIT SIZE SHALL BE 3/4", UNLESS OTHERWISE INDICATED.7.PROVIDE INSULATED CONDUCTOR (RHW) FOR EXTERIOR WORK, FOR INTERIOR WORK USE THWN. USE RHW WHEREEXPOSED TO DIRT SUCH AS IN-GROUND PULLBOXES.8.EQUIPMENT SHOWN AS NEMA 4X SHALL BE CONSTRUCTED OF 316-STAINLESS STEEL, UNLESS NOTED OTHERWISE.9.HOMERUNS SHALL BE 3/4"C(2#12, 1#12) UNLESS NOTED OTHERWISE.10.LOCATE UNDERGROUND PIPES AND RACEWAYS PRIOR TO DIGGING. DO NOT MECHANICALLY TRENCH, HAND DIG ORDIRECTIONAL BORE ONLY.11.COORDINATE PULL BOX LOCATIONS WITH EXISTING LANDSCAPE AND EXISTING UNDERGROUND UTILITIES FOR MINIMUMDISTURBANCE.12.EXERCISE CARE IN BACKFILLING AND COMPACTION OF TRENCHES SO AS NOT TO DAMAGE OR CRUSH RACEWAYS OR PIPES.COMPACT TO 95% IN PAVED AREAS AND 90% IN UNPAVED AREAS BY MECHANICAL VIBRATORY PLATE, DO NOT WATER JET.13.PROVIDE DEWATERING AS NECESSARY AND IN COMPLIANCE WITH STATE AND FEDERAL LAW AS NECESSARY TO MAINTAINDRY TRENCHES.14.PROVIDE SOD TO RESTORE LANDSCAPE AREAS DISTURBED BY TRENCHING AND DIRECTIONAL BORING.15.COORDINATE TRENCHING AND TRENCH COVERS WITH OWNER REP AND INSURE TRACTOR TRAILER DELIVERY ACCESS.16.CONDUCTORS ARE TO BE COPPER.HHHAND HOLECONDUIT EXPOSEDCONDUIT CONCEALEDMOTOR / HP DENOTES SIZEVFDVARIABLE FREQUENCY DRIVEELECTRICAL LEGENDHPDISCONNECT SWITCHDUPLEX RECEPTACLELIGHT FIXTURE POLE MOUNTEDABOVE GRADE PULL BOX OR CONTROL PANELELECTRIC PANEL 208/120VACABBREVIATIONSETREXSTHPIUCMLONFGNDGFCINLAPBRLVDVFDWPEXISTING TO REMAINEXISTINGHORSE POWERIN USE COVERMAIN LUG ONLYNON-FUSEDGROUNDGROUND FAULT CIRCUIT INTERRUPTERNEW LOCATIONAMPPULL BOXRELOCATEVOLTAGE DROPVARIABLE FREQUENCY DRIVEWEATHER PROOFWPGFCIIUCTYPTYPICALPCPHOTO CELLELECTRIC PANEL 480/277VACHOME RUNAFGABOVE FINISHED GRADED.O.DISSOLVED OXYGEN SENSORJBJUNCTION BOXLTLIQUID TIGHTPVCPOLYVINYL CHLORIDEMCCMOTOR CONTROL CENTERPHOTOGRAPH CAMERA LOCATIONAND ORIENTATION MARKERINDICATES EXTENT OF DEMOLITIONJBJUNCTION BOXD.O.DISSOLVED OXYGEN SENSOR L.O.RLOCAL / OFF/ REMOTEW /WITHSSENSORE-101ELECTRICAL SITE PLAN & GENERAL NOTES www.tetratech.com MARK DATE DESCRIPTION BY 5/24/2016 5:32:43 PM - P:\IER\52528\200-52528-13003\CAD\SHEETFILES\E-101 - OVERALL ELECTRICAL SITE PLAN & GENERAL NOTES.DWG - WINSLOW, RICHARD 1ABCDEF234567Bar Measures 1 inchCopyright: Tetra Tech WWTP IMPROVEMENTS FOR OXIDATION DITCH REHABILITATION 201 EAST PINE STREET, SUITE 1000 ORLANDO, FL 32801 PHONE: (407) 839-3955 FAX: (407) 839-3790BID SETN0SCALE:25'50'100'50'David A. Burger, P.E. P.E. No. 47146, FL 201 East Pine Street, Suite 1000 Orlando, Florida 32801 Engineering Business No. 2429 ________________________ DATE ______________ELECTRICAL SITE PLANSCALE: 1"=50' 9" PALMDROP INLETTOP 5.92SVPUMPPUMPELEC PANELSHUT OFF VALVESVSVCO ELECTRICALSPIGELEC PANEL6" DIP6" PVC6" DIP6" DIP18" DIPTOP 7.5724" DIPSVSV8" OAK10" DIP18" DIP60" RCP24" DIPSPIGSPIGSPIG12" DRAINCATWALKPUMPSPIGNEW 125 HPSKID MOUNTEDBLOWEREDGE OF PAVEMENT125WP,GFCILP-18,20,22EXISTINGPANEL LP312NLRLETR3E-501PCPC2E-5021E-5031E-502JBD.O.45JBD.O.47LP-24,267E-502JBJB5TO MCC-13/4"C(3#10, 1#10GND)TRENCHED CONDUITSBELOW ACCESS WALKEXISTINGLIGHTINGCIRCUIT3/4"C(4#10, 1#10GND)-E-5022E-5016E-5014E-50298SEE SHEET E-105WP103/4"C(3#10, 1#10GND)3/4"C(2#10, 1#10GND)www.tetratech.com MARK DATE DESCRIPTION BY 5/24/2016 5:33:03 PM - P:\IER\52528\200-52528-13003\CAD\SHEETFILES\E-102 - ENLARGED ELECTRICAL PLAN.DWG - WINSLOW, RICHARD 1ABCDEF234567Bar Measures 1 inchCopyright: Tetra Tech WWTP IMPROVEMENTS FOR OXIDATION DITCH REHABILITATION 201 EAST PINE STREET, SUITE 1000 ORLANDO, FL 32801 PHONE: (407) 839-3955 FAX: (407) 839-3790BID SETE-102ENLARGED ELECTRICAL PLANSheet 0SCALE:5'10'20'1" = 10'NENLARGED PLAN VIEW1E-101SCALE: 1"=10'KEYNOTES:EXTEND CONDUIT TO NEW POLE LOCATION. PULL 2#12, 1#12G FROM PREVIOUS POLE INLINE TO NEW LOCATION. COORDINATE WITH NEW PIPING.REPLACE POLE, FIXTURE AND LAMP WITH NEW, SEE SHEET E-501 FOR ADDITIONALREQUIREMENTS. EXISTING POLE AND BROKE OFF, ONLY SUB-GRADE BASE AND POWERREMAIN.EXISTING DISCONNECT FOR VALVE OPERATOR. REMOVE POWER AND CONTROLS,ROTATEƒ72)$&(52$':$<$1'5(&211(&732:(5$1'&21752/602',)<67587$6NECESSARY.DISSOLVED OXYGEN SENSOR, SEE MECHANICAL SHEETS FOR MOUNTING. PROVIDE6"X6"X6" JUNCTION BOXES, CONDUIT, WIRE AND FINAL TERMINATIONS. REFER TOMANUFACTURERS INSTALLATION MANUAL.FIELD COORDINATE CONDUIT ROUTINGS 1.5" STAINLESS STEEL. ROUTE ON BOTTOM OFACCESS PLATFORM OUT OF DIRECT SUN EXPOSURE. FLEX FINAL TERMINATIONS TOSENSORS AND CONTROL ENCLOSURE. USE KELLEM GRIP TO PULL CABLE ANDCONNECTOR THROUGH RACEWAYS. SEAL CONNECTOR PIECE PRIOR TO PULL TO KEEPOUT DEBRIS AND MOISTURE. DO NOT PULL THROUGH MORE THAN TWO 90'S. USEFACTORY LONG SWEEP 90'S ONLY, NO FIELD BENDS.30AF/NF/240VAC/3P/NEMA-4X DISCONNECT MOUNTED TO TANK WALL.COORDINATE CONNECTIONS TO IR PUMP BATTERY CHARGER AND BLOCK HEATER WITHVENDOR.SELF CONTAINED DIESEL PUMPCONTROL PANEL, VFD, SENSOR CONTROLLER / TRANSMITTER LOOSE SHIP BY VENDORFOR INSTALLATION BY THIS CONTRACTORRUN POWER TO ULTRASONIC METER, LOCAL READ-OUT ONLY123David A. Burger, P.E. P.E. No. 47146, FL 201 East Pine Street, Suite 1000 Orlando, Florida 32801 Engineering Business No. 2429 ________________________ DATE ______________45678910KEYNOTES:1.BLOWER, BLOWER VFD, D.O. SENSORS,D.O. TRANSMITTERS AND BLOWERCONTROLLERS ARE LOOSE SHIPPED. CONTRACTOR WILL BE RESPONSIBLE FORMOUNTING AND INTEGRATING ALL POWERS, CONTROLS AND INSTRUMENTATION FORA FULLY FUNCTIONAL SYSTEM TO MEET DESIGN INTENT. ATSPRTPRTUPSCPUCRTI/O-1FTC-1FTI-1MCC-2PNL LEPNL PPLCP-1TEL.BDGENERATORST-01 VFDST-02 VFDMCC-1 MCC-1TANK LEAKDETECTORHOUSEKEEPINGCONC. PADEXISTINGMAINELECTRICALROOM34212E-501MCC-1MCBMCC-2MCBEXISTINGGUTTER ANDRACEWAYS6E-5025E-5028E-502TO BLOWERCONTROLPANEL6678RELOCATEEXISTINGAERATOR VFD'SPOWER ANDCONTROLS55911102 E-103 MCC-2ATO AERATORSSEE SHEET E-101FORDUCT BANK ROUTINGwww.tetratech.com MARK DATE DESCRIPTION BY 5/24/2016 5:33:22 PM - P:\IER\52528\200-52528-13003\CAD\SHEETFILES\E-103 - ENLARGED ELECTRICAL PLAN.DWG - WINSLOW, RICHARD 1ABCDEF234567Bar Measures 1 inchCopyright: Tetra Tech WWTP IMPROVEMENTS FOR OXIDATION DITCH REHABILITATION 201 EAST PINE STREET, SUITE 1000 ORLANDO, FL 32801 PHONE: (407) 839-3955 FAX: (407) 839-3790BID SETE-103ENLARGED ELECTRICAL PLANSheet 0SCALE:1'2'4'1/2" = 1'NENLARGED PLAN VIEW1E-101SCALE: 1/2"=1'KEYNOTES:BLOWER CIRCUIT FROM MCC-1.WALL MOUNT NEMA-4X ELECTRIC PULL BOX WITH LOCKABLE HINGED COVER.REFER TO SINGLE-LINE AND MCC ELEVATIONS FOR MODIFICATIONS.CORE PENETRATION AS REQUIRED, SEAL WATER TIGHT AROUND RACEWAY.RELOCATED VFD, SEE SHEET E-106 FOR RE-WIRING.NEW DV/DT FILTER. PROVIDE VENTED ENCLOSURES.PROVIDE 1/4"X2.5"X2.5" STEEL ANGLE MOUNTING FRAME. PRIME AND PAINT WHITE.SECURE TO FLOOR AND ROOF JOISTS.4X4"X1/2" EXPANSION OR EPOXY ANCHORS. TYPICALPROVIDE SURGE SUPPRESSION CABINET FOR I & C CABLING, SEE DETAIL 6 SHEET E-503I & C CONDUIT AND WIRE TO OXIDATION DITCH.I & C CONDUIT AND CABLING TO CONTROL TERMINAL CABINETS.REROUTE AOD-1 CONDUITS AND WIRE TO NEW LOCATION OF VFD.REROUTE AOD-2 CONDUITS AND WIRE TO NEW LOCATION OF VFD.RUN NEW POWER CONDUCTORS TO WEIR FROM EXISTING MCC BUCKET. 3 #8, 1 #10G-1"CSEE SHEET E-101 FOR ROUTING OF DUCT BANK.PROVIDE NEW CARDS AND PROGRAMMING TO ADD H-O-A WITH ON/OFF SWITCH TO EACHAERATOR, NEW D.O. SENSOR AND MOV ON WEIR.1234David A. Burger, P.E. P.E. No. 47146, FL 201 East Pine Street, Suite 1000 Orlando, Florida 32801 Engineering Business No. 2429 ________________________ DATE ______________POWERFROM MCCPOWERFROM MCCTO AERATORTO AERATORLBLBRELOCATED VARIABLE SPEED DRIVE DETAIL2E-103SCALE: N.T.S.56RELOCATEDVARIABLESPEEDDRIVESQ-DEFLEXDV/DTFILTERDV/DTFILTERRELOCATEDVARIABLESPEEDDRIVESQ-DEFLEX7891110REROUTEDCONTROLSREROUTEDCONTROLS12131213SECURE TOROOFJOISTS,TYPICAL8714151415 WM REUSESSTOP 6.81SVELEC PANEL10" DIP10" DIP10" DIP10" DIP16" DIP16" DIP4" DIP16" DIPTOP 4.4316" DIP16" DIP3E-503WM REUSESSTOP 6.81SVELEC PANEL10" DIP10" DIP10" DIP10" DIP16" DIP16" DIP4" DIP16" DIPTOP 4.4316" DIP16" DIPwww.tetratech.com MARK DATE DESCRIPTION BY 5/24/2016 5:33:54 PM - P:\IER\52528\200-52528-13003\CAD\SHEETFILES\E-104 - ENLARGED ELECTRICAL PLAN - OXIDATION.DWG - WINSLOW, RICHARD 1ABCDEF234567Bar Measures 1 inchCopyright: Tetra Tech WWTP IMPROVEMENTS FOR OXIDATION DITCH REHABILITATION 201 EAST PINE STREET, SUITE 1000 ORLANDO, FL 32801 PHONE: (407) 839-3955 FAX: (407) 839-3790BID SETE-104ENLARGED ELECTRICAL PLANSheet 0SCALE:5'10'20'1" = 10'NENLARGED PLAN VIEW - DEMOLITION1E-101SCALE: 1"=10'David A. Burger, P.E. P.E. No. 47146, FL 201 East Pine Street, Suite 1000 Orlando, Florida 32801 Engineering Business No. 2429 ________________________ DATE ______________KEYNOTES:REMOVE CONDUIT AND WIRE TO AERATORS. RETAIN CIRCUIT FOR REUSE.PROVIDE NEW STAINLESS STEEL HINGED PULL BOX FOR I & C WIRING.PROVIDE NEW STAINLESS STEEL PULL BOX FOR POWER CABLES.SEE SITE PLAN SHEET E-101 FOR CONTINUATION OF POWER AND CONTROL CONDUIT AND WIRE.RUN NEW CONDUIT AND WIRE IN SIMILAR FASHION AS DEMOLISHED SYSTEM. REUSE EXISTING DISCONNECT. RUN POWER FORMOTOR AND MOTOR HEATER IN COMMON RACEWAY.WEIR GATE CONTROLLER REQUIRE OPEN/CLOSE, LOCAL/STOP/REMOTE, 4-20mA POSITOIN INDICATION, TRIPPED ON TORQUE,FAULT FULL-OPEN AND FULL-CLOSED. RUN 2"C(1-2C#14TSP, 19#16AWG)1"C(3#8, 1#10G) TO MCC-2 IN CONTROL ROOM.PROVIDE RELAY ON DISCONNECT TO SHUT DOWN VFD PRIOR TO DISCONNECT BLADES OPENING.MONITOR LOW OIL PRESSURE AND HIGH TEMPERATURE, REFER TO AERATOR INSTALLATION DRAWINGS.COMBINE CONTACTS IN NOTES 8 & 9 IN COMMON CONDUIT - 1"C(7#16AWG)REMOVE EXISTING SENSORS, MOTOR AND CONTROL STATION. RETAIN MOUNTING PLATE AND DISCONNECT FOR RE-USE.PROVIDE H-O-A WITH MANUAL ON/OFF PUSH BUTTON - NEEMA 4X STAINLESS STEEL ENCLOSURE & 8#16AWG TO PLC.1ENLARGED PLAN VIEW - RENOVATION1E-101SCALE: 1"=10'SITE IMAGE1E-104NO SCALESITE IMAGE2E-104NO SCALE2E-1041E-1041E-10411INDICATES EXTENT OF DEMOLITIONSITE IMAGE3E-104NO SCALE3E-1045TYPICALREPLACE I & CCONDUIT AND WIREREPLACE POWERCONDUIT AND WIRE23456789730NFWP1059591045523WEIR GATE11SITE IMAGE4E-104NO SCALE4E-104RETAINRACEWAY,J-BOX, BACKPLATE ANDDISCONNECTSS11WEIR GATE88612 3P, SIZE 1MBS-016P, SIZE 4AOD-013P, SIZE 1FMA-013P, SIZE 1GRP-013P, SIZE 1FE-033P, SIZE 1IRP-013P, SIZE 1SAA-023P, SIZE 1SAA-033P, SIZE 1GRU-01IRP-033P, SIZE 1INT-013P, SIZE 13P, SIZE 11200ALUGSFMA-02SAA-013P, SIZE 1INT-033P, SIZE 13P, SIZE 1FE-01KEYNOTES:PROVIDE 225AF/200AT MOLDED CASE BREAKER EATON HFD 3 POLE, 480V IN EXISTING MCC-1 BUCKETREMOVE EXISTING STARTER, OVERLOADS, CONTROL TRANSFORMER AND MOTOR CIRCUITPROTECTOR. REUSE EXISTING OPERATING MECHANISM. ABANDONED H-O-A AND METER IN PLACE.REMOVE UNNECESSARY CONTROL WIRING TO TERMINAL STRIP.ABANDON CONDUIT, FEM01 AND CONDUCTORS IN PLACE.REPROGRAM PLC POINTS FOR WEIR GATE CONTROL OXIDATION DITCH AND UPDATE OR ADDSCREEN SHOTS.REUSE FOR WEIR GATE ON OXIDATION DITCH.REROUTE POWER AND CONTROLS FOR AERATOR TO NEW LOCATION OF VFD.RUN NEW CONDUCTORS FROM EXISTING STARTER TO WEIR, REFER TO SHEET E-103 KEYNOTE 14.13P, SIZE 1EQUALIZATIONBLOWER1WP330A,3PFMA-0107AMCP15AMCPWP1030A,3PFE-0130AMCPWP330A,3PFMA-0107AMCPWP430A,3PFEM-0215AMCPWP430A,3PFEM-0115AMCPWP1030A,3PFE-0130AMCPEXISTING MCC-1CUTLER HAMMER/WESTINGHOUSEFREEDOM 2100, 140R06239, APRIL 1996480V, 3P, 3W, 1200A480V, 3P, 3W, 1200A125VFDPROPOSEDEQUALIZATIONTANK BLOWER 600V, 3P 400A, NF225AF200AT2"C(3#3/0, 1#6 GND) 2.86% VOLTAGE DROP 3PEXISTING MCC-1CUTLER HAMMER/WESTINGHOUSEFREEDOM 2100, 140R06239, APRIL 1996D.O.JBD.O.JBPANEL LP NOTES:1.EXISTING SERVICE2.EXISTING SERVICE NEW LOAD3.PROVIDE NEW BREAKERJBJBJBVENDORCONTROLPANEL223455(WEST)6P, SIZE 4AOD-02MAINLUGS(EAST)16WPX30A,3PFEM-0265www.tetratech.com MARK DATE DESCRIPTION BY 5/24/2016 5:34:02 PM - P:\IER\52528\200-52528-13003\CAD\SHEETFILES\E-105 - EXISTING MCC-1 SINGLE LINE RISER & FRONT VIEW.DWG - WINSLOW, RICHARD 1ABCDEF234567Bar Measures 1 inchCopyright: Tetra Tech WWTP IMPROVEMENTS FOR OXIDATION DITCH REHABILITATION 201 EAST PINE STREET, SUITE 1000 ORLANDO, FL 32801 PHONE: (407) 839-3955 FAX: (407) 839-3790BID SETE-105EXISTING MCC-1 SINGLE LINE RISER & FRONT VIEWSheet MODIFIED MCC-1 SINGLE LINE RISER (PARTIAL)SCALE: NO SCALEPARTIAL EXISTING MCC-1 ELEVATIONSCALE: NO SCALEDEMOLITION MCC-1 SINGLE LINE RISER (PARTIAL)SCALE: NO SCALEDavid A. Burger, P.E. P.E. No. 47146, FL 201 East Pine Street, Suite 1000 Orlando, Florida 32801 Engineering Business No. 2429 ________________________ DATE ______________PARTIAL EXISTING MCC-2A ELEVATIONSCALE: NO SCALEPARTIAL EXISTING MCC-2 ELEVATIONSCALE: NO SCALE #1 THWN ORNL3L2T3T2#1 THWN YELL1#1 THWN BRN VFDT1#4 YEL #4 BRN #4 ORN EXISTING WIRINGNEW WIRING100AO/L100A100AMCC 480v,3PH BUSSEXISTINGMIXER PUMPCIRCUITBREAKER100AMOVEEXISTING VFDCONTROLPANEL INTOCONTROLROOMNEWCONDUIT ANDWIRESEE RISERNEW CONDUITAND WIRE TONEW VFDLOCATIONRELOCATE 1"CONDUITTO PLC#1 THWN BRN #1 THWN YEL #1 THWN ORN EXISTING MCCBCLC#2 THWN GRN #2 THWN GRN HIGH SPEEDCONTACTORSLOW SPEEDCONTACTOREXISTING2-SPEEDAERATORT1T2T3T13T12T11T12T13T11T3T2T1L3L2T3T2L1dV/dTT1REMOVE WIRES, CAP ANDABANDON CONDUIT INPLACE FOR FUTURENEW 4" PVC CONDUITAND 2/0 VFO RATEDKV WITH HEATERCIRCUIT.NEW AERATORFILTER75RADD RELAY/AUXCONTACT TO OPENPRIOR TO DISC.OPENING FOR VFDSHUTDOWN.SHUT DOWN CIRCUIT TOVFD 2#16AWGMOTORHEATERRE-RUN MOTOR HEATER CIRCUITWITH NEW POWER CIRCUIT#1 THWN BRN #1 THWN YEL #1 THWN ORN #2 THWN GRN HOAOFFON3/4"C(8#16)TO PLCAT AERATORPLATFORMPROVIDE AUXCONTACT TO OPENWITH KNIFE BLADESTO REMOVE ALLPOWER TO MOTOR.NEWNEWCOORDINATETERMINATION WITHAERATOR3/4"C(4#16) TO PLCFOR LOW OIL ANDMOTOR TEMPwww.tetratech.com MARK DATE DESCRIPTION BY 5/24/2016 5:34:11 PM - P:\IER\52528\200-52528-13003\CAD\SHEETFILES\E-106 - AERATOR POWER WIRING DIAGRAM.DWG - WINSLOW, RICHARD 1ABCDEF234567Bar Measures 1 inchCopyright: Tetra Tech WWTP IMPROVEMENTS FOR OXIDATION DITCH REHABILITATION 201 EAST PINE STREET, SUITE 1000 ORLANDO, FL 32801 PHONE: (407) 839-3955 FAX: (407) 839-3790BID SETE-106AERATOR POWER WIRING DIAGRAMSheet AERATOR POWER WIRING DIAGRAM (2 TYP.)SCALE: NO SCALEDavid A. Burger, P.E. P.E. No. 47146, FL 201 East Pine Street, Suite 1000 Orlando, Florida 32801 Engineering Business No. 2429 ________________________ DATE ______________NOTE:1.VFD CABLE IS SIZED FOR 125AMP MINIMUM. HANDHOLE/PULL BOXEXTERIOR WALL CONDUIT SLEEVERACK MOUNTED EQUIPMENTTRENCHINGPOLE MOUNTED LIGHT FIXTURED.O. SENSOR AND CONTROLLERD.O. CONTROLLER SUN SHADED.O. SENSOR INSTALLATIONDETAIL4E-101SCALE: NTSDETAIL8SCALE: NTSSURFACESKID RESISTANTINDICATED.PROVIDE LOGO ASQUAZITE COMPOSOLITE OR EQUALCENTER PINPULL SLOT W/FOR 15,000 LBS.COVER RATEDNOTES:1.HANDHOLES FOR LOW VOLTAGE CABLES INSTALLED IN PARKING LOTS, SIDEWALKS, ANDTURFED AREAS SHALL BE FABRICATED FROM AN AGGREGATE CONSISTING OF SAND ANDWITH CONTINUOUS WOVEN GLASS STRANDS HAVING AN OVERALL COMPRESSIVESTRENGTH OF AT LEAST 10,000 PSI AND A FLEXURAL STRENGTH OF AT LEAST 5,000 PSI.PULLBOX AND HANDHOLE COVERS IN SIDEWALKS, AND TURFED AREAS SHALL BE OF THESAME MATERIAL AS THE BOX. CONCRETE PULLBOXES SHALL CONSIST OF PRECASTREINFORCED CONCRETE BOXES, EXTENSIONS, BASES, AND COVERS.2.IN PAVED AREAS, FRAMES AND COVERS FOR HANDHOLE ENTRANCES IN VEHICULARTRAFFIC AREAS SHALL BE FLUSH WITH THE FINISHED SURFACE OF THE PAVING. INUNPAVED AREAS, THE TOP OF MANHOLE COVERS SHALL BE APPROXIMATELY 1/2" ABOVETHE FINISHED GRADE.DO NOT USE BELOW GRADE (REF) 2"FOR EXISTING WALLS,CORE OUT OPENINGAND SEAL WITH NON-SHRINK GROUTMECHANICAL LINK SEALPVC SCHED 40 SLEEVEAND COUPLING. CEMENTSLEEVE AND COUPLINGSECURELYCONDUITDIRECT BURIALCABLE OR CONDUIT2'-6" MIN. 15"ELECTRICAL LINES""CAUTION BURIEDTHICK. TAPE TO READMARKING TAPE .0046" WIDE YELLOWGRANULAR BACKFILLFINISHED GRADEPOLYETHYLENEBEDDING3" MIN. SAND95% COMPACTED DETAIL7SCALE: NTSDETAIL6E-502SCALE: NTSDETAIL5SCALE: NTSDETAIL3E-102SCALE: NTSDETAIL1E-101SCALE: NTSDETAIL2E-103SCALE: NTSGALVANIZEDSTEEL STRUT(TYP.)LT METALFLEX TOBLOWER5'-0"35'-0"2'-0"COMPACTGRADEHANDHOLEALUM. CAPTYPE 'E' LUMINAIRE, ONE PIECE DIE CASTALUM. HOUSING 250W HPS TYPE III, BRONZEFINISH, CWAT HPF BALLAST, ANODIZEDALUM. REFLECTOR, UL WET LOCATION,GASKETED JPL-42.3-P-2-2-R-CG-6R OREQUIVALENTFIBERGLASS TAPPERED ROUNDPOLE, DARK BRONZE SMOOTHFINISH, 150MPH W/ 1.3 GUSTFACTOR, CAST ALUM. HANDHOLEALUM. ANCHOR BASE AS MANF. BYWHATLEY OR EQUIVALENT5'-0" TO ȭOF OPERATINGMECHANISM A.F.G.RECEPTACLEGFCI / WPDO NOT USE BELOW WATER LEVELVFDBLOWERCONTROLLER4"X4"CONCRETEPOST (TYP.)*SUNSHADE7E-501D.O.CONTROLLERHACH SC200WITHWEATHER/SUNSHIELD/FACTORYD.O.18"22"4"6"8"304 STAINLESS STEELOR ALUMINUM,CONTRACTORFABRICATEDWELDED OR 3/4"OVERLAP SEAM ON TOPSWIVEL MOUNTINGPLATEHANDRAILAC POWERSTAINLESSSTEEL U-BOLTS(TYP.)STAINLESSSTEEL STRUT(TYP.)SENSOR1" TxT COUPLINGJUNCTION BOXWITH HINGEDCOVERSENSORCABLE INCONDUITSENSOR CABLE1" SCHEDPVC PIPE OR1" ALUM.CONDUITHANDRAILSENSORSIGNALWIRING TOPLCNEWRECEPTACLESWIVEL MOUNTCOUPLINGTANK WALL7E-501D.O.NOTE:NOT ALL CIRCUITS SHOWN FOR CLARITYWP TOGGLE DISCONNECTFOR HVAC TO VFDENCLOSURE4-20mA TOCONTROLLEREDCO HSP1215SURGEARRESTORPROVIDE N-4XHINGED J-BOXFOR MOUNTINGAND WATERTIGHTCABLE.J-BOXVFD SHUTDOWNRELAYRFROM D.O.SENSORDISCONNECT WITH AUX-CONTACTTO SHUT OFF VFD BEFORE DISCONNECTOPENS3'6"MIN3/4"C(2#10,1#10G)3/4"C(4#10,1#10G)3/4"C(2#18TP)HACH SC200 WITHWEATHER/SHIELD/FACTORY INSTALLEDHACH SC200 WITHOPTIONALWEATHER /SHIELD/FACTORYINSTALLEDEDCO HSP 1215LIGHTNINGARRESTERPROVIDE N-4XHINGED J-BOXFOR MOUNTINGANDWATERTIGHTCABLE.ADJUSTMENTHAND WHEELE-501ELECTRICAL DETAILS www.tetratech.com MARK DATE DESCRIPTION BY 5/24/2016 5:34:25 PM - P:\IER\52528\200-52528-13003\CAD\SHEETFILES\E-501 - ELECTRICAL DETAILS.DWG - WINSLOW, RICHARD 1ABCDEF234567Bar Measures 1 inchCopyright: Tetra Tech WWTP IMPROVEMENTS FOR OXIDATION DITCH REHABILITATION 201 EAST PINE STREET, SUITE 1000 ORLANDO, FL 32801 PHONE: (407) 839-3955 FAX: (407) 839-3790BID SETDavid A. Burger, P.E. P.E. No. 47146, FL 201 East Pine Street, Suite 1000 Orlando, Florida 32801 Engineering Business No. 2429 ________________________ DATE ______________ VALVE CONTROL EQUALIZATION TANKEQUALIZATION TANK - SOUTH ELEVATIONEQUALIZATION TANK - EAST ELEVATIONEQUALIZATION TANK DO. SENSOROPERATION & CONTROL BUILDING - MCC-1BUCKET IN MCC-1PANEL LPOPERATOR CONTROL BUILDING ELEVATIONDETAIL4E-103SCALE: NTSDETAIL8SCALE: NTSDETAIL7E-102SCALE: NTSDETAIL6E-103SCALE: NTSDETAIL5E-103SCALE: NTSDETAIL3E-102SCALE: NTSDETAIL1E-102SCALE: NTSDETAIL2E-102SCALE: NTSJBJBJBNEW D.O. CONDUITLBNEW PULL BOXNEW TRENCHED CONDUIT RUN6E-502NEW BLOWERLOCATIONJB2E-5016E-501DO. SWIVEL PLATE2E-501E-502ELECTRICAL DETAILS www.tetratech.com MARK DATE DESCRIPTION BY 5/24/2016 5:34:34 PM - P:\IER\52528\200-52528-13003\CAD\SHEETFILES\E-502 - ELECTRICAL DETAILS.DWG - WINSLOW, RICHARD 1ABCDEF234567Bar Measures 1 inchCopyright: Tetra Tech WWTP IMPROVEMENTS FOR OXIDATION DITCH REHABILITATION 201 EAST PINE STREET, SUITE 1000 ORLANDO, FL 32801 PHONE: (407) 839-3955 FAX: (407) 839-3790BID SETDavid A. Burger, P.E. P.E. No. 47146, FL 201 East Pine Street, Suite 1000 Orlando, Florida 32801 Engineering Business No. 2429 ________________________ DATE ______________ DAMAGED LIGHT POLEEXISTING D.O. SENSOROXIDATION DITCH SOUTH ELEVATIONOXIDATION DITCH SOUTH ELEVATION (CON'T)DETAIL6SCALE: NTSDETAIL5E-103SCALE: NTSDETAIL4E-102SCALE: NTSDETAIL1E-102SCALE: NTSDETAIL2E-503SCALE: NTSEXISTING D.O. SENSOR. REPROGRAM PLC TOTRACK, DISPLAY AND MONITOR ONLY.AERATORS TO BE CONTROLLED BY NEW D.O.SENSOR AT OUTLETRETAIN STRUT MOUNTS (TYPICAL)REUSE FOR NEW POWER ANDCONTROL CONDUITRETAIN STRUTMOUNTS(TYPICAL)RETAIN CONDUIT FOR FUTURE REUSE.TRACE AND DOCUMENT ALL WIRES.5E-5034E-503I/0 SURGE SUPPRESSION CABINETNEMA 4X 316 SSENCLOSUREBACKPLATEGROUND STUDPHEONIX CONTACT PLUG # 2856032PHEONIX CONTACT BASE # 2856126PHEONIXCONTACT PLUG #2856087PHEONIXCONTACT BASE #2856139(#10 SOLID COPPER)PROVIDE TVSS UNITS ASNECESSARY FOR ALL COPPERLINESE-503ELECTRICAL DETAILS www.tetratech.com MARK DATE DESCRIPTION BY 5/24/2016 5:34:42 PM - P:\IER\52528\200-52528-13003\CAD\SHEETFILES\E-503 - ELECTRICAL DETAILS.DWG - WINSLOW, RICHARD 1ABCDEF234567Bar Measures 1 inchCopyright: Tetra Tech WWTP IMPROVEMENTS FOR OXIDATION DITCH REHABILITATION 201 EAST PINE STREET, SUITE 1000 ORLANDO, FL 32801 PHONE: (407) 839-3955 FAX: (407) 839-3790BID SETDavid A. Burger, P.E. P.E. No. 47146, FL 201 East Pine Street, Suite 1000 Orlando, Florida 32801 Engineering Business No. 2429 ________________________ DATE ______________ BID SET BID SET BID SET