June 25, 2026 Public Works Committee Meeting

Meeting AgendaMeeting AgendaMeeting Agenda Public Works CommitteePublic Works CommitteePublic Works Committee A D M I N I S T R A T O R C H R I S T O P H E E . J E N K I N S C L E R K M I C H E L L E T . J O H N S O N D P W D I R E C T O R E R I C P A U L U S F I R E C H I E F B R I A N W E Y K E R M A R S H A L E R I C L E E T T R E A S U R E R J U L I E U P S O N ChairWoman Jessica Franck Members A n n e R e d m o n d D J S y r i n g Thursday, June 25th, 2026 at 5:00PMFredonia Government Center board room 242 Fredonia Ave, Fredonia WI 53021 The following business will be before thePublic safety Committee for initiation,discussion, consideration, deliberation,and possible formal action. 1. cALL TO oRDEr 2. pLEDGE OF aLLEGIANCE / ROLL CALL 3. Public comment Please note that public comments are limited to 5 minutesper person. 4. Consent Agenda: a. Acceptance of Minutes of the January 15, 2025 PublicWorks Meeting 5. Items for action and / ordiscussion a. Review and Discussion of Proposed WWTP Plan for DNRSubmittal b. Discussion and Possible Recommendation to VillageBoard of Trustees of Sidewalk Policy c. Update on Cross Walk Signage. 7. Correspondence 8. Items for Future Consideration 9. Motion to Adjourn Our Mission: “We are a proactive and results- oriented community, continuously moving forward and planning for the future. We are committed to responsibly serving our community and embracing new ideas. By developing and supporting a quality growth strategy, we strive to deliver exceptional services and foster a thriving environment for the betterment of the Village.” Our Vision: “Our vision for the Village of Fredonia is to cultivate a sense of pride among its residents, promoting a vibrant community where people can live, work, and gather. We envision a municipality that experiences continual and steady growth, both in terms of infrastructure and economic opportunities. Our goal is to create an inviting and thriving environment that attracts individuals, families, and businesses, making the Village of Fredonia a place where people can build meaningful lives and contribute to its prosperous future.” NOTICE IS HEREBY GIVEN that a majority of the Fredonia Village Board may attend this meeting in order to gather information about a subject over which they have decision- making responsibility. UPON REASONABLE NOTICE, efforts will be made to accommodate the needs of disabled individuals through appropriate aids and services. For additional information or to request this service, contact the village clerk at (262) 692-9125. Village of Fredonia is inviting you to a scheduled Zoom meeting. Topic: Public Works Committee Time: Jun 25, 2026 05:00 PM Central Time (US and Canada) Join Zoom Meeting https://us02web.zoom.us/j/81991339613? pwd=wEpoCIYVwfCIuTXAsuh5rW2hzxLSNa.1 Meeting ID: 819 9133 9613 Passcode: 213339 One tap mobile +13052241968,,81991339613#,,,,*213339# US +13092053325,,81991339613#,,,,*213339# US Join by SIP • 81991339613@zoomcrc.com Our doors are Always open! Do you have a question or concern? We want to hear from you. All elected officials are accessible via email through the Village Board page on the Village’s website. Follow us on Facebook, check out our website, sign up e-notifications, call or stop by Village Hall to stay informed! 242 Fredonia Ave. PO Box 159 Fredonia, WI 53021 (262) 692-9125 www.fredoniawi.gov Mon-Thurs 8AM-4PM Fri 8 AM-12PM StrategicStrategic PrioritiesPriorities Strategic Priorities Public Works Committee Meeting Minutes January 15, 2026 at 6PM 1. Called to Order- Chairwoman Franck called to order at 6:00PM. Present: Chairwoman Franck, Trustee Syring Excused: Trustee Van Roo In Audience: Anne Redmond Staff Present: Administrator Jenkins, DPW Director Paulus 2. Pledge of Allegiance 3. Public Comments- No Comments 4. Consent Agenda & Acceptance of the May 8th, 2026 Minutes- Motion to Approve by Syring, 2nd by Franck. Approved Unanimously. 5. Items for Action and/or Discussion a. Permission to Bid Project 2026-01: Washington Ave Reconstruction- Admin Jenkins gave an overview of the project, recommendation to put out for public bidding, ending on February 5th. Director Paulus reviewed the engineering plans and improvements to underlying utilities. Admin Jenkins added that sidewalk replacements not impacted by the lateral replacements would be specially assessed to property owners. Trustee Syring asked if staff could do any of the bid work to cut costs? Director Paulus suggested staff could perform restoration work. Admin Jenkins stated the amount for contingency could be lessened as well. Both of which can be confirmed once the winning bidder is determined. Motion to Approve as recommended by Franck, 2 nd by Syring. Approved Unanimously. b. Permission to Bid Project 2026-02: Reconstruction of Stoney Creek Park and Fillmore St Municipal Parking Lots with Bid Alternate for Culvert Replacement and Mill and Overlay of a Section of Filmore St.- Admin Jenkins gave an overview of the project and recommendation to forego public bidding and instead contract with County for asphalt and culvert work with staff constructing base. This is to try and complete the entire scope for the budgeted $62k allocated. Motion to Approve as recommended by Syring, 2 nd by Franck. Approved Unanimously. c. Review of 2026 Equipment List- Director Paulus reviewed list of village equipment that spans public works, fire, and marshals’ office. He stated that much of the outdated and broken equipment has been tackled and replaced since him and Administrator Jenkins coming onboard in 2022. Priorities remaining are the loader, bucket truck, and plow truck. Trustee Syring asked if loader was needed when other equipment has already been secured? Director Paulus stated that as new equipment is acquired it would replace multiple other pieces of equipment, thus shrinking the total amount of capital items. Director Paulus stated the highest priority is a replacement plow truck that will take 2 to 4 years to order and deliver. Admin Jenkins added that he and Director Paulus have had a lot of tough conversations about needs and wants on equipment and continuing to find creative ways to utilize existing equipment while still acknowledging that certain equipment is still a need – the Public Works Committee agreed that ordering this Summer would be wise. d. Review of Road Rating List- Admin Jenkins went over how to read the road list, describing PASER and utility ratings and how staff utilizes this list when determining priority work. Costs, traffic count, and maintenance over reconstruction are always considerations. Director Paulus reviewed how Highland was shaped as a priority for reconstruction, and now Washington. Wenzel continues to be the highest on the list for reconstruction, but cost continues to be an issue. As slated, Wenzel is set to be tackle in 2028, and maintenance of various roads will be addressed in 2027. e. Review and Recommendation of Sidewalk Maintenance Program by Safe Step- Director Paulus reviewed the existing partnership with Safe Step. Martin Drive and Northern area of the Village was tackled in 2025. Regal and Fredonia Ave are planned for 2026. Committee agreed that focusing on fixing existing over installation of new is the goal at this time. Motion to Approve Safe Step areas as recommended by Franck, 2 nd by Syring. Approved Unanimously. f. Review and Recommendation of Crosswalk Signage Locations- Admin Jenkins reviewed the three crosswalk locations that staff and Strand looked at – Wilson and Fredonia, Milwaukee and Fredonia, and Wisconsin and Fredonia. Staff and Committee agreed that Wisconsin and Fredonia is the highest priority intersection for full flashing signage, with the addition of a warning light before the crest of the hill to the East. Strand will be producing a full report on recommendations for each intersection at a later date that will be shared with the full Village Board for adoption before implementation. Meanwhile, DPW will order flashing sign equipment due to the 4–6-month window of arrival. 6. Correspondence: None 7. Items for Future Consideration: None 8. Motion to Adjourn: Motion by Syring, 2nd by Franck. Approved Unanimously. Adjourned at 7:15PM SHEETA S S O C I A T E S® 126 NORTH JEFFERSON STREET, SUITE 350MILWAUKEE, WI 53202414 271-0771414 271-8312 FAXWWW.STRAND.COM100-G0.01 1-2026 WASTEWATER TREATMENT PLANT UPGRADESFORVILLAGE OF FREDONIAOZAUKEE COUNTY, WISCONSIN FREDONIA, WI WASTEWATERTREATMENT PLANT210 PARK ROADFREDONIA, WI 53021 CONTRACT 1-2026 DRAFT 06.17.2026 LIST OF DRAWINGS 200-G0.02A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADESLIST OF DRAWINGS 200-G0.02 DRAFT 6/17/26 TO BE UPDATED STANDARD SYMBOLS & ABBREVIATIONS - 1 300-G0.03 EXISTING RIGHT OF WAYEXISTING PROPERTY LINEEXISTING GAS LINEEXISTING SANITARY SEWEREXISTING WATER MAINEXISTING STORM SEWEREXISTING TELEPHONE LINEEXISTING UNDERGROUND ELECTRIC LINEEXISTING OVERHEAD ELECTRIC LINEEXISTING FIBER OPTIC LINEEXISTING FENCECONTROL POINTEXISTING BENCHMARKSOIL BORINGEXISTING DECIDUOUS/CONIFEROUS TREEEXISTING TREE STUMPEXISTING MANHOLEEXISTING INLETEXISTING CATCH BASINEXISTING POWER POLEEXISTING LIGHT POLEEXISTING GAS VALVEEXISTING SIGNEXISTING WATER VALVEEXISTING WATER MANHOLEEXISTING FIRE HYDRANTPROPOSED GAS LINEPROPOSED SANITARY SEWERPROPOSED WATER MAINPROPOSED WATER MAIN W/ CASINGPROPOSED STORM SEWERPROPOSED TELEPHONE LINEPROPOSED UNDERGROUND ELECTRIC LINEPROPOSED FIBER OPTIC LINEPROPOSED FENCEPROPOSED SILT FENCEPROPOSED SHEET PILINGPROPOSED INLET PROTECTIONPROPOSED END CAPPROPOSED WATER VALVEPROPOSED FIRE HYDRANTPROPOSED SANITARY SEWER MANHOLEPROPOSED STORM SEWER MANHOLEPROPOSED INLET EXISTING LINES AND SYMBOLS PROPOSED LINES AND SYMBOLS www.DiggersHotline.comHearing Impaired TDD (800) 542-2289Milwaukee Area (414) 259-1181Toll Free (800) 242-8511DIGGERS HOTLINE CONTACTA S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADES CONTACTSISAK FRUCHTMAN, P.E.STRAND ASSOCIATES, INC.126 N JEFFERSON STMILWAUKEE, WI 53202OFFICE: 414-271-0771ISAK.FRUCHTMAN@STRAND.COMDESIGN CONSULTANTCHRISTOPHE JENKINSADMINISTRATOR242 FREDONIA AVENUEFREDONIA, WI 53021OFFICE: 262-707-3959ADMIN@FREDONIAWI.GOVVILLAGE OF FREDONIAERIC PAULUSDIRECTOR OF PUBLIC WORKS242 FREDONIA AVENUEFREDONIA, WI 53021OFFICE: 262-483-0275DPWDIRECTOR@FREDONIAWI.GOVVILLAGE OF FREDONIA DRAFT 6/17/26 A/EARCHITECT/ENGINEERACTACOUSTICAL CEILING TILEADDLADDITIONALADDMADDENDUMAFFABOVE FINISHED FLOORAFGABOVE FINISHED GRADEALALUMINUMALT ALTERNATEBLDGBUILDINGBOBOTTOM OFBOSBOTTOM OF STEELBRGBEARINGCJCONTROL JOINTCLCENTERLINECLRCLEARCMUCONCRETE MASONRY UNITCOLCOLUMNCONCCONCRETECONTCONTINUOUSDBLDOUBLEDEMODEMOLITIONDIADIAMETERDTLDETALDSDOWNSPOUTDWGDRAWINGEAEACHEFEACH FACEELELEVATIONEQEQUALEWEACH WAYEXISTEXISTINGEXPEXPANSIONEXTEXTERIORFDFLOOR DRAINFDFLOOR DOORFEFIRE EXTINGUISHERFIPFOAM IN PLACEFRPFIBERGLASSFTGFOOTINGGAGAUGEGALVGALVANIZEDGYP BDGYPSUM BOARDHMHOLLOW METALHORIZHORIZONTALLLHLONG LEG HORIZONTALLLVLONG LEG VERTICALINSULINSULATIONINTINTERIORIMPINSULATED METAL PANELLPLOW POINTMAXMAXIMUMMFRMANUFACTURERMINMINIMUMMISCMISCELLANEOUSMTLMETALNANOT APPLICABLENICNOT IN CONTRACTOCON CENTEROPNGOPENINGPLPLATEPSFPOUNDS PER SQUARE FOOTPSIPOUNDS PER SQUARE INCHRDROOF DRAINREBARREINFORCING STEEL BARSREINFREINFORCINGSFSQUARE FOOTSIMSIMILARSSSTAINLESS STEELSTLSTEELTEMPTEMPORARYTLTOP OF LEDGETOTOP OFTOSTOP OF STEELTYPTYPICALTWTOP OF WALLUNOUNLESS NOTED OTHERWISEVERTVERTICALW/WITHW/OWITHOUTWDWOODWSWATERSTOPWWFWELDED WIRE FABRIC 1.DIMENSIONS TO EXISTING WALLS, NEW MASONRY WALLS, ANDNEW IMP WALLS ARE SHOWN FROM FACE OF WALL UNLESSNOTED OTHERWISE. DIMENSIONS TO NEW INTERIOR PARTITIONSARE GIVEN FROM THE CENTERLINE OF WALL UNLESS NOTEDOTHERWISE.2.FOR WALL TYPES DELINEATED WITH SYMBOL, SEEDRAWING [DRAWING#].3.FOR TREATMENT OF WALLS, FLOORS, AND CEILING NOTINDICATED ON DRAWINGS, SEE ROOM FINISH SCHEDULE ONDRAWING [DRAWING#].4.FOR DOOR AND AND WINDOW SCHEDULE SEE [DRAWING#].5.PROVIDE LINTELS AS PER DOOR AND WINDOW SCHEDULES, ANDLINTEL SCHEDULE ON DRAWINGS [DRAWING#].6.FOR FILL AND BACKFILL REQUIREMENTS, SEE [DETAIL].7.STRUCTURES WITH CONCRETE TOP SLABS OR SLABSSUPPORTING WALLS SHALL NOT BE BACKFILLED UNTIL SLAB HASREACHED SPECIFIED 28-DAY STRENGTH.8.REMOVE AND REPLACE UNSUITABLE SOILS FROM BENEATHSTRUCTURES AS DIRECTED BY THE PROJECT SOILS ENGINEERAND PROVIDE GROUND IMPROVEMENT SYSTEM AS SPECIFIEDAND/OR SHOWN ON DRAWINGS FOR AFFECTED STRUCTURES.9.ALL BELOW-GRADE WALLS WITH EARTH ON ONE SIDE ANDOCCUPIABLE SPACES OR EQUIPMENT SPACES ON THE OTHERSHALL HAVE FLUID-APPLIED WATER PROOFING APPLIED TO THEEXTERIOR FACE OF THE WALL.10.WHERE ADHESIVE ANCHOR DOWELS ARE CALLED OUT ONDRAWINGS, ROUGHEN JOINT SURFACE TO 1/4" AMPLITUDE.PROVIDE BONDING AGENT AND EMBED DOWELS 5" MIN. INTOCONCRETE UNLESS NOTED OTHERWISE. CONCRETE MUST BECURED MINIMUM 21 DAYS BEFORE ADHESIVE INSTALLATION.11.PROVIDE MINIMUM CLEAR COVER OVER REINFORCING STEEL PERSPECIFICATIONS UNLESS NOTED OTHERWISE ON THE DRAWINGS.12.PROVIDE EXTRA REINFORCING AROUND CONCRETE WALL ANDSLAB OPENINGS PER [DETAIL].13.PROVIDE MINIMUM LAP LENGTHS AS SHOWN ON THE LAP LENGTHSCHEDULE ON DRAWINGS [DRAWING#].14.HORIZONTAL REINFORCING BARS IN WALLS SHALL BE PLACEDOUTSIDE OF THE VERTICAL BARS IN WALLS UNLESS SHOWNOTHERWISE.15.FOR HORIZONTAL TANK REINFORCING AT WALL CORNERS, SEE[DETAIL].16.FOR HORIZONTAL TANK REINFORCING AT WALL INTERSECTIONS,SEE [DETAIL].17.PROVIDE CORNER REINFORCING AT BASEMENT AND FOUNDATIONWALLS PER [DETAIL].18.WHERE PIPING PASSES THROUGH MASONRY WALLS, PROVIDESLEEVE PER DETAIL [DETAIL].19.UNLESS NOTED OTHERWISE, PROVIDE MINIMUM #4@48" VERTICALREINFORCING FULL HEIGHT CENTERED IN CMU WALLS. LAP BARS2'-0". PROVIDE #4@48" X 2'-6" LONG DRILLED ADHESIVE DOWELSEMBEDDED 6" INTO THE BOND BEAM AT TOP OF WALL. GROUTREINFORCED CELLS FULL HEIGHT.20.WHERE EXISTING MASONRY OPENINGS ARE TO BE PATCHED WITHNEW MASONRY, TOOTH IN NEW UNITS OR USE WIRE TIES @16"O.C. VERTICALLY TO MATCH JOINT REINFORCING. DRILL INTOEXISTING MASONRY W/ADHESIVE ANCHORS, EMBED 4". ABBREVIATIONSPATTERNS AND SYMBOLSGENERAL NOTES ACENTER LINE OF BEAM-COLUMNFRAME SYSTEM WINDOW IDENTIFICATIONDOOR IDENTIFICATION999X101AWALL TYPE REFERENCE SAND, PLASTER, STUCCO, GROUTCONCRETEBRICK (CUT) EARTHCALLOUTS, TAGS, AND GRAPHICS KEY/SPECIFIC NOTE CALL-OUTELEVATION NOTATIONELEVATION LETTER SECTION NUMBERSECTION NOTATIONDRAWING THAT DETAIL ISSHOWN ONDETAIL LETTERDETAIL NOTATION ROOM IDENTIFICATION DRAWING THAT ELEVATIONIS SHOWN ON1 NAME9999 SECTION NUMBERDRAWING THAT SECTIONIS SHOWN ONDRAWING THAT SECTIONIS SHOWN ON DEMOLITION KEY NOTE CALL-OUTREVISION NOTE CALL-OUT1 A99-AS5.01DETAIL TITLE 1##-AS3.01SECTION TITLE DRAWING THAT DETAIL ISSHOWN ONDETAIL LETTER N A99-AS5.01 1##-AS4.01 NORTH ARROWEXISTING ELEMENTS (SHOWN SCREENED)DEMOLITION ELEMENTSHIDDEN ELEMENTS CONCRETE BLOCK (CUT)BRICK (SURFACE)ASHLAR STONE VENEER (IN PLAN)ACOUSTIC BLOCKCONCRETE BLOCK (SURFACE) STEEL WOOD-FRAMING, BLOCKINGWOOD-FINISHGUARDRAIL, HANDRAIL INSULATED METAL PANEL (CUT) ASHLAR STONE VENEER (SURFACE) GYPSUM BOARD, FIBROUS REINFORCEMENT BATT INSULATIONRIGID INSULATIONFOAM IN PLACE (F.I.P.) INSULATION CRUSHED STONEGRANULAR CUSHION MORTAR NET GRATINGCHECKERED PLATEPLYWOOD FIRE-RATED ASSEMBLY ASPHALT SHINGLESSTANDING METAL SEAM INSULATED METAL PANEL (SURFACE) 199-AS3.01 CASEWORK CALL-OUT ALUMINUM C#STRUCTURAL COLUMN CALL-OUT BREAK LINE TAGS GRAPHICS CALLOUTS STANDARD SYMBOLS & ABBREVIATIONS - 2 400-G0.04A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADES DRAFT 6/17/26 AAMPEREAFAMPERE FRAMEAFFABOVE FINISHED FLOORAFGABOVE FINISHED GRADEAHJAUTHORITY HAVING JURISDICTIONAHUAIR HANDLING UNITAICAMPERE INTERRUPTION CAPACITYALALUMINUMATAMPERE TRIPATSAUTOMATIC TRANSFER SWITCHA/VAUDIO VISUALAWGAMERICAN WIRE GAUGEBLDGBUILDINGCCONDUITCATCATALOGCATVCABLE TELEVISIONCBCIRCUIT BREAKERCCTVCLOSED CIRCUIT TELEVISIONCKTCIRCUITCLCENTERLINECLGCEILINGCOLCOLUMNCTCURRENT TRANSFORMERCTECONNECT TO EXISTINGCUCOPPERCUHCABINET UNIT HEATERDDEDICATEDDCDIRECT CURRENTDISCDISCONNECTDWGDRAWINGEEMERGENCYECELECTRICAL CONTRACTOREDHELECTRIC DUCT HEATEREFEXHAUST FANEMTELECTRICAL METALLIC TUBINGEOLEND OF LINE DEVICEEWCELECTRIC WATER COOLEREXEXISTINGFAAPFIRE ALARM ANNUNCIATOR PANELFACPFIRE ALARM CONTROL PANELFCUFAN COIL UNITFLAFULL LOAD AMPERESFPCPFIRE PUMP CONTROL PANELFRFIRE RETARDANTFTFEETFDAFOOD AND DRUG ADMINISTRATIONFVNRFULL VOLTAGE NON-REVERSINGFVRFULL VOLTAGE REVERSINGGGROUNDGCGENERAL CONTRACTORGFIGROUND FAULT INTERRUPTERGFPGROUND FAULT PROTECTION EQUIPMENTGFCIGROUND FAULT CKT INTERRUPTERGRSGALVANIZED RIGID STEELHACRHEATING AND AIR CONDITIONINGHPHORSEPOWERHVHIGH VOLTAGEHVACHEATING, VENTILATING, & AIR CONDITIONINGHZHERTZIGISOLATED GROUNDIMCINTERMEDIATE METAL CONDUITJBJUNCTION BOXKCMILONE THOUSAND CIRCULAR MILSKOKNOCKOUTKVAKILOVOLT AMPERESKVARKILOVOLT AMPERES REACTIVEKWKILOWATTLPLIGHTING PANELLTGLIGHTINGLVLOW VOLTAGEMATVMASTER ANTENNA TELEVISIONMCMETAL CLADMCCMOTOR CONTROL CENTERMCBMAIN CIRCUIT BREAKERMCCBMOLDED CASE CIRCUIT BREAKERMCMTHOUSAND CIRCULAR MILSMCPMOTOR CIRCUIT PROTECTORMDPMAIN DISTRIBUTION PANELBOARDMISCMISCELLANEOUSMLOMAIN LUGS ONLYMOMOTOR OPERATEDMTDMOUNTEDMTGMOUNTINGMTSMANUAL TRANSFER SWITCHMVMEDIUM VOLTAGEMWMICROWAVE OR MEGAWATTNNEUTRALNANOT APPLICABLENCNORMALLY CLOSEDNACNOTIFICATION APPLIANCE CIRCUIT PANELNECNATIONAL ELECTRICAL CODENICNOT IN CONTRACTNLNIGHT LIGHTNMNONMETALLICNONORMALLY OPENNSFNATIONAL SANITARY FOUNDATIONOCBOIL CIRCUIT BREAKEROLOVERLOADOTOVERTEMPPRPAIRPPOLEPBPULL BOXPCPULL CORDPHPH SENSORøPHASEPNLPANELBOARDPRIPRIMARYPTPOTENTIAL TRANSFORMERPTZPAN, TILT, ZOOM CAMERAPVCPOLYVINYL CHLORIDEPWRPOWER RSCRIGID GALVANIZED STEEL CONDUITRTSREMOTE TEST SWITCHRVNRREDUCED VOLTAGE NON-REVERSINGRVSSREDUCED VOLTAGE SOLID STATESCSHORT CIRCUITSCADASUPERVISORY CONTROL AND DATA ACQUISITIONSCCSUPERVISORY CONTROL CENTERSESERVICE ENTRANCESECSECONDARYSHSHIELDEDSPDSURGE PROTECTION DEVICESSSTAINLESS STEELSTPSHIELDED TWISTED PAIRSVSOLENOID VALVESWSWITCHSWBDSWITCHBOARDTELTELEPHONETS2WTWO SPEED TWO WINDINGTVSSTRANSIENT VOLTAGE SURGE SUPPRESSORTYPTYPICALUGUNDERGROUNDUHUNIT HEATERUPSUNINTERRUPTIBLE POWER SUPPLYUTPUNSHIELDED TWISTED PAIRVVOLTSVFDVARIABLE FREQUENCY DRIVEWWIRE OR WATTWDHIGH PRESSURE WASH DOWNWLWET LOCATIONWPWEATHERPROOFXFMRTRANSFORMERXPEXPLOSION PROOFYWYEAAIR FLOWALTALTERNATORBFBUILDING FLOODINGCCAPACITANCECACHLORINE ANALYZERCH4METHANECONCONDUCTANCECS-1CONSTANT (SINGLE) SPEEDCS-2CONSTANT (TWO) SPEEDDDENSITYDISCDISCONNECT SWITCHDODISSOLVED OXYGENDOUDOWN-OFF-UP SELECTOR SWITCHDPDIFFERENTIAL PRESSUREESPBEMERGENCY STOP PUSHBOTTONESPCEMERGENCY STOP PULLCORDETMELAPSED TIME METEREVSDEMERGENCY VENTILATION SHUTDOWN PUSHBUTTONFBALL FLOATFLFLANGE-MOUNTEDFORFORWARD-OFF-REVERSE SELECTOR SWITCHGDGAS DETECTIONHHORNH2SHYDROGEN SULFIDEHLOAHIGH-LOW-OFF-AUTO SELECTOR SWITCHHLORHIGH-LOW-OFF-REVERSE SELECTOR SWITCHHMAHAZARDOUS MATERIAL ALARM PUSHBUTTONHOAHAND-OFF-AUTO SELECTOR SWTICHLLIMITLORLOCAL-OFF-REMOTE SELECTOR SWTICHLOSLOCKOUT STOPMMAGNETICMSTMOISTUREMYMOTOR PROTECTION RELAYO/COVERCURRENTO/LOUVERLOADO/TOVERTEMPERATUREOCOPEN-CLOSE SELECTOR SWITCHOCAOPEN-CLOSE-AUTO SELECTOR SWITCHOOON-OFF SELECTOR SWITCHOPOXYGEN PURITYORPOXIDATION REDUCTION POTENTIALPPADDLEpHpHPO4ORTHOPHOSPHATEPOTPOTENTIOMETERPRPROXIMITYRRADARRSTRESET PUSHBUTTONRTDRESISTANCE TEMPERATURE DETECTORSSUBMERSIBLESFSEAL FAILSILSILENCESSSTART-STOP SELECTOR SWITCHSTSTART PUSHBUTTONSTPSTOP PUSHBUTTONTTHERMALTABTRANSDUCER-AUTO-BACKUP FLOATS SELECTOR SWITCHTHTHERMOCOUPLETMTHERMAL MASSTRBTURBIDITYTSSTOTAL SUSPENDED SOLIDSUULTRASONICVVIBRATING FORKVFDVARIABLE FREQUENCY DRIVEVMVENTILATION MONITORINGVSVARIABLE SPEEDYWLEAKAGE SENSOR INSTRUMENT-SPECIFIC ABBREVIATIONS FIRST LETTERSLETTERPROCESS OR MODIFIERPASSIVE FUNCTIONOUTPUT FUNCTIONMODIFIERBURNER, COMBUSTIONUSER'S CHOICE (+)USER'S CHOICE (+)VOLTAGEFLOW, FLOW RATEUSER'S CHOICE (+)HAND (MANUAL)CURRENTPOWERTIME, SCHEDULELEVELUSER'S CHOICE (+)SPEED, FREQUENCYTEMPERATUREVISCOSITY, VIBRATIONWEIGHT, FORCEPOSITION, DIMENSION ALARMDIFFERENTIALCONTROLPRIMARY ELEMENT (SENSOR)GLASS, GAUGEGATEINDICATECONTROL STATIONLIGHT (PILOT)ORIFICE, RESTRICTIONINTEGRATERECORDSWITCHTRANSMITWELL, PROBEWHEN USED, EXPLANATION IS SHOWN ADJACENT TOINSTRUMENT SYMBOL. SEE ABBREVIATIONS ANDLETTER SYMBOLS. INTERNATIONAL SOCIETY OF AUTOMATION (ISA) DEFINITION TABLEINITIATING VARIABLESUCCEEDING LETTERS POINT (TEST CONNECTION) ANALYSIS (+)USER'S CHOICE (+)USER'S CHOICE (+) USER'S CHOICE (+)USER'S CHOICE (+) UNCLASSIFIED (+)UNCLASSIFIED (+) USER'S CHOICE (+)USER'S CHOICE (+) (+) PRESSURE, VACUUMMULTIVARIABLE (+)MULTIFUNCTION (+)UNCLASSIFIED (+)RELAY, READOUT OR MULTIFUNCTION (+)VALVE, DAMPERDRIVE, ACTUATOR ORUNCLASSIFIED FINALCONTROL ELEMENTEVENT,STATE, PRESENCE(+)QUANTITY (+)COMPUTE (+) RADIATIONX-AXISY-AXISZ-AXIS INTEGRATESAFETYSCANTIME RATERATIOCLOSEDEVIATION OPEN USER'S CHOICE (+) USER'S CHOICE (+)HIGHLOWMIDDLE UNCLASSIFIED (+) ABCDEFGHIJKLMNOPQRSTUVWXYZ MOMENTARYMULTIFUNCTION (+) DEVICE TAG NAMING & DESCRIPTORSEQUIPMENTTAG NAMING: W-XY-ZW=TYPE OF EQUIPMENTXY=LOOP/STRUCTURE NUMBERZ=UNIT NUMBERCONTROL & INSTRUMENTATIONTAG NAMING: TRC-XY-ZT=FIRST LETTER FROM ISA DEFINITION TABLERC=SUCCEEDING LETTERS FROM ISA DEFINITION TABLEXY=LOOP/STRUCTURE NUMBERZ=UNIT NUMBERADDITIONAL DESCRIPTORS:A=NUMBER OF UNITS DEPICTED (BLANK IF ONE)B=NUMBER OF SETS DEPICTED (BLANK IF ONE)D=SUPPLEMENTAL DESCRIPTION (REFER TO INSTRUMENT-SPECIFIC ELECTRICAL ABBREVIATIONS)TRCXY-ZD(A)(B)INSTRUMENTSGENERAL INSTRUMENT(SEE DEVICE TAG NAMING & DESCRIPTORS ABOVEAND ABBREVIATIONS SHEET) ELECTRICAL ABBREVIATIONSINSTRUMENTATION SYMBOLS STANDARD SYMBOLS & ABBREVIATIONS - 3 500-G0.05A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADES DRAFT 6/17/26 LIGHTING SYMBOLSFIRE ALARM AND DETECTION SYMBOLSTECHNOLOGY SYMBOLSPOWER AND ONE-LINE DIAGRAM SYMBOLS SITE SYMBOLSEQUIPMENT AND WIRING SYMBOLS FA##FAS##FA FIRE ALARM BELLSPRINKLER VALVE TAMPER SWITCHSPRINKLER FLOW SWITCHFIRE ALARM PULL STATIONREMOTE TEST SWITCHSWITCH INDICATIONSWITCH INDICATIONDUCT SIZEDUCT SMOKE DETECTORSMOKE DETECTOR; CEILING MOUNTHEAT DETECTOR; CEILING MOUNT SPEAKER; WALL MOUNTHORN; WALL MOUNTSPEAKER STROBE; CEILING MOUNTSTROBE CANDELA RATINGSTROBE CANDELA RATINGHORN STROBE; CEILING MOUNTSTROBE; CEILING MOUNTSTROBE CANDELA RATINGSTROBE CANDELA RATING 80" AFFSPEAKER HORN STROBE; WALL MOUNTHORN STROBE; WALL MOUNTSTROBE CANDELA RATING 80" AFFSTROBE CANDELA RATING 80" AFFSTROBE; WALL MOUNTFIRE ALARM ANNUNCIATOR PANELFIRE ALARM CONTROL PANEL BTMRTSa HS#### FAAPFACP ELEVATOR RECALL SMOKE DETECTORRNOXNITROUS OXIDE SENSORCARBON MONOXIDE SENSOR FAFAHS a ARAAREA OF RESCUE ASSISTANCEEMERGENCY TELEPHONE SYSTEM ## DOUBLE DUPLEX, 120 VOLT, 15" AFFDOUBLE DUPLEX, 120 VOLT, 3'-6" AFF PANELBOARDMETER SOCKET/CT CABINETCIRCUIT BREAKERTRANSFER SWITCHM EXPLOSION-PROOF, 3'-6" AFF OTHERWISE SHOWN PANEL DESIGNATION(TYP.)CIRCUIT NUMBER (TYPICAL)DUPLEX, 120 VOLT, 3'-6" AFFDUPLEX, 120 VOLT, 15" AFFWP INDICATES WEATHERPROOF EXPLOSION-PROOF, 15" AFFSINGLE CONVENIENCE, 120 VOLTFOR ELECTRIC WATER COOLERFIXED EQUIPMENT CONNECTION 2(X)EWC CIRCUIT BREAKERCOMBINATION STARTER TRANSFORMER F POWER OUTLET, VOLTAGE &AMPERAGE AS INDICATED JUNCTION BOXLINE VOLTAGE THERMOSTAT480V LOAD, REFER TO MCC/PANELSCHEDULE FOR EQUIPMENT NUMBERJTP-01-01 EMERGENCY LIGHTINGRECESSED CAN2X4 RECESSED LINEAR1X4 RECESSED LINEAR1X8 SURFACE OR PENDANT MOUNTEDLINEAR b2FIXTURE SYMBOL (TYPICAL) A-INDICATES FIXTURE TYPE 2-INDICATES CIRCUIT NUMBER b-INDICATES SWITCHING SOLID CIRCLE INDICATES ALWAYS ONAWALL MOUNTEDWALL MOUNTED LINEAR2X2 RECESSED LINEAR1X4 SURFACE OR PENDANT MOUNTEDLINEARSURFACE OR PENDANT MOUNTED EXIT, WALLEXIT, SURFACE, PENDANTOR RECESSEDSINGLE POLE#: (BLANK) = SINGLE POLE2 = TWO-WAY3 = THREE-WAY4 = FOUR-WAYK = KEYEDD = DIMMERM = MANUAL MOTOR SWITCH (3 PHASE)P = SWITCH WITH PILOT LIGHTWP = WEATHERPROOFLIGHTING CONTROL STATIONLCPHOTOCELLPC OHOVERHEAD ELECTRICEUNDERGROUND ELECTRICCCABLE TELEVISION SERVICETTELEPHONE SERVICEFOFIBER OPTIC CABLEUTILITY POLE ## SOLENOID VALVE FUSEPA SYSTEM SPEAKERPOWER POLECOAX CABLE JACK OCCUPANCY SENSOR, CEILING, OR WALLSEE SPECIFICATION FOR SENSOR TYPE PA SYSTEM HORN; 10'-0" AFFPASHPAKEY PADKGLASS BREAK DETECTORGBDMOTION SENSORMSPUSH BUTTONPELECTRIC STRIKEESMLMAGNETIC LOCKINTERCOM STATIONICARD READERYE ACEILING MOUNT SPEAKERA=SPEAKER TYPE REMOTE VOLUME C0NTROLRVCFIXPTZFIXED SECURITY CAMERAPAN, TILT, ZOOM SECURITY CAMERA 2-POST DATA RACK OS## ALARM HORN; WALL MOUNTWARNING LIGHT; WALL MOUNTH SCADA NETWORK JACKPOTS ANALOG PHONE AND DATA JACKS; * =# OF JACKSPOTS ANALOG PHONE JACK; * = # OF JACKSDATA JACK; * = # OF JACKSWALL MOUNT VOIP PHONE JACKABOVE FURNITUREWALL MOUNT POTS ANALOG PHONE JACKABOVE FURNITURE(*)(*)(*P *D) OMNI-DIRECTIONAL ANTENNADIRECTIONAL (YAGI) ANTENNA PANPANORAMIC SECURITY CAMERA DRAW-OUT TYPE CIRCUIT BREAKERX:YACURRENT TRANSFORMER,X:Y INDICATES RATIO*PROTECTIVE RELAY*:SEE LEGEND ON ONE-LINE # DISCONNECT SWITCH*CIRCUIT BREAKER INTERLOCK*:K = KIRK KEYE = ELECTRONIC CO CALLOUTS AND TAGS EQUIPMENT NUMBERTYPE OF EQUIPMENTType## KEY/SPECIFIC NOTE CALL-OUT SECTION NUMBERSECTION NOTATIONDRAWING THAT DETAIL ISSHOWN ONDETAIL LETTERDETAIL NOTATION ROOM IDENTIFICATION1 NAME9999 SECTION NUMBERDRAWING THAT SECTIONIS SHOWN ONDRAWING THAT SECTIONIS SHOWN ON DEMOLITION KEY NOTE CALL-OUTREVISION NOTE CALL-OUT1 A99-E5.01 1##-E3.01 DRAWING THAT DETAIL ISSHOWN ONDETAIL LETTER N A99-E5.01 NORTH ARROWEXISTING ELEMENTS (SHOWN SCREENED)DEMOLITION ELEMENTSHIDDEN ELEMENTS 199-F3.01 BREAK LINE TAGSGRAPHICS CALLOUTS DISCONNECTF=FUSEDB=CIRCUIT BREAKERBLANK=NON-FUSED FIXED TYPE CIRCUIT BREAKER FLOOR BOX STANDARD SYMBOLS & ABBREVIATIONS - 4 600-G0.06A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADES DRAFT 6/17/26 FIRST LETTER (S)LETTERPROCESS OR MODIFIERPASSIVE FUNCTIONOUTPUT FUNCTIONMODIFIERBURNER, COMBUSTIONUSER'S CHOICE (+)USER'S CHOICE (+)VOLTAGEFLOW, FLOW RATEUSER'S CHOICE (+)HAND (MANUAL)CURRENTPOWERTIME, SCHEDULELEVELUSER'S CHOICE (+)SPEED, FREQUENCYTEMPERATUREVISCOSITY, VIBRATIONWEIGHT, FORCEPOSITION, DIMENSION ALARMDIFFERENTIALCONTROLPRIMARY ELEMENTGLASS, GAUGEGATEINDICATECONTROL STATIONLIGHT (PILOT)ORIFICE, RESTRICTIONINTEGRATERECORDSWITCHTRANSMITWELL, PROBEWHEN USED, EXPLANATION IS SHOWN ADJACENT TOINSTRUMENT SYMBOL. SEE ABBREVIATIONS ANDLETTER SYMBOLS. INITIATING VARIABLESUCCEEDING LETTERS POINT (TEST CONNECTION) ANALYSIS (+)USER'S CHOICE (+)USER'S CHOICE (+) USER'S CHOICE (+)USER'S CHOICE (+) UNCLASSIFIED (+)UNCLASSIFIED (+) USER'S CHOICE (+)USER'S CHOICE (+) (+) PRESSUREMULTIVARIABLE (+)MULTIFUNCTION (+)UNCLASSIFIED (+)RELAY, READOUT OR MULTIFUNCTION (+)VALVE, DAMPERDRIVE, ACTUATE ORUNCLASSIFIED FINALCONTROL ELEMENTEVENT,STATE,PRESENCE(+)QUANTITY (+)COMPUTE (+) RADIATIONX-AXISY-AXISZ-AXIS INTEGRATESAFETY SCANTIME RATERATIOCLOSEDEVIATION OPEN USER'S CHOICE (+) USER'S CHOICE (+)HIGHLOWMIDDLERUNSTOPUNCLASSIFIED (+) ABCDEFGHIJKLMNOPQRSTUVWXYZ EQUIPMENTTAG NAMING: W-XY-ZW=TYPE OF EQUIPMENTXY=STRUCTURE NUMBERZ=UNIT NUMBERCONTROL & INSTRUMENTATIONTAG NAMING: TRC-XY-ZT=FIRST LETTER FROM ISA DEFINITION TABLERC=SUCCEEDING LETTERS FROM ISA DEFINITION TABLEXY=STRUCTURE NUMBERZ=UNIT NUMBERADDITIONAL DESCRIPTORS:A=SUPPLEMENTAL DESCRIPTION (REFER TOINSTRUMENT-SPECIFIC ELECTRICAL ABBREVIATIONS)B=NUMBER OF UNITS DEPICTED (BLANK IF ONE)PLC INPUTS/OUTPUTSL=SIGNAL TYPE (D=DISCRETE, A=ANALOG)M=INPUT/OUTPUT TYPE (I=INPUT, O=OUTPUT)N=SCC OR CONTROL PANEL NUMBERP=DESCRIPTION FIELDCONTROL PANELSCADA SYSTEM OROTHER LOCAL (FIELD)CONTROL PANELMOTOR CONTROLLERMOTOR CONTROLCENTER OR OTHERLOCAL (FIELD) MOTORCONTROL PANEL FIELDFRONT-OF-PANELBACK-OF-PANELPLC INPUT/OUTPUTDEVICELOCATIONDEVICE TYPEINSTRUMENTATION AND CONTROL DEVICE SYMBOLSTRCXY-ZA(B)TRCXY-ZA(B)TRCXY-ZA(B)TRCXY-ZA(B)TRCXY-ZA(B) MCEDMCMOTOR, LEVEL, OR VALVE/DAMPER CONTROL DETAIL(REFER TO ASSOCIATED DETAIL ON DRAWING)MC=MOTOR CONTROL DETAILLC =LEVEL CONTROL DETAILFC =VALVE/DAMPER CONTROL DETAILD=DETAIL NUMBERE=MCC, SCC, OR CONTROL PANEL NUMBERMOTOR CONTROLLER(FVNR, FVR, TS2W, VFD, RVSS, ETC.) PNEUMATIC SIGNALFILLED SYSTEM SIGNALHYDRAULIC SYSTEM SIGNAL PARALLELING LINES(A)(B) BUILDING ORFACILITY BOUNDARY (A)(B)TOTAL OF 2 SIGNALS3 TYPICAL SETS OF2 SIGNALS EACH.TOTAL OF 6 SIGNALS. CONNECTING LINESNON-CONNECTING LINES(2)3(2) PROCESS INTERFACE PROCESS OR SIGNALLINE CONTINUATIONON SAME PAGEN=1,2,3,ETCINTERFACE TOOR FROM EXISTINGPROCESSEXTERNAL TO PROJECT INTERFACE NO. (DIGIT)INTERFACE NO. (LETTER)DESTINATION DRAWING NO.SOURCE DRAWING NO.SERVICE ABBREVIATIONDESCRIPTION SIGNAL INTERFACE WADS 11 ASVZ VZ ASVZWSVZWSVZVZVZ ELECTRICAL SIGNAL1.FOR FLOW STREAM IDENTIFICATION, SEEGENERAL ABBREVIATIONS AND PIPINGDESIGNATION. PIPE SIZES AND ROUTING SHOWNON THE P&IDs ARE SHOWN FOR REFERENCEONLY.2.P&IDs ARE PROCESS AND CONTROL GUIDES ANDARE NOT TO BE USED AS PIPING SCHEMATICS ORWIRING DIAGRAMS. PIPE SIZES, ROUTING, ANDEQUIPMENT SHOWN ON SITE AND STRUCTUREDRAWINGS TAKE PRECEDENCE OVER THE P&IDs,UNLESS OTHERWISE NOTED.3.REFER TO SPECIFICATION SECTION 26 09 00 PART3 FOR ADDITIONAL CONTROL REQUIREMENTS.4.REFER TO SPECIFICATION SECTION 26 09 90 FORWIRING ASSOCIATED WITH THE SCADA SYSTEM.5.NOT ALL EXISTING FACILITIES ARE SHOWN ONTHE P&IDs.6.SYMBOLS SHOWN ON THIS SHEET MAY ONLYAPPLY TO P&IDs. REFER TO 00-G0.0X AND 00-G0.0XFOR SYMBOLS ON OTHER SHEETS. PRESSURE RELIEF BACKFLOW PREVENTER ROTAMETER TURBINE FLOW METER MANUALSOLENOID T INSTRUMENTS SHARING A COMMON HOUSING THERMAL MASS FLOW METER (INLINE)ELECTROMAGNETIC FLOW METERULTRASONIC FLOW METER (INLINE) ULTRASONIC LEVEL TRANSDUCERRADAR LEVEL TRANSDUCERBALL FLOATCONDUCTIVITY PROBEDO/ORP/pH PROBE HYDRAULICPNEUMATIC WITH SOLENOIDPNEUMATIC WITH POSITIONERPNEUMATICMOTOR (ELECTRIC)ZS LLLLLL////////NETWORK SIGNAL FLOW CONDITIONER WELDEDTHREADEDFLANGEDGENERIC LCLEVEL CONTROL SCHEMELCED FCVALVE/DAMPER ACTUATOR CONTROL FCED LMNPORLMNP NEW PRIMARY PIPE LINEEXISTING PRIMARY PIPE LINENEW PRIMARY FLOW LINEEXISTING PRIMARY FLOW LINENEW SECONDARY PIPE LINEEXISTING SECONDARY PIPE LINENEW SECONDARY FLOW LINEEXISTING SECONDARY FLOW LINETAG NAMING (WW-XX Y" ZZZ):WW=UNIT PROCESS NUMBER (OPTIONAL)XX=UNIQUE PIPELINE IDENTIFICATION NUMBER (OPTIONAL)Y"=PIPELINE DIAMETERZZZ=FLUID ABBREVIATION WW-XX Y" ZZZWW-XX Y" ZZZZZZZZZWW-XX Y" ZZZWW-XX Y" ZZZZZZZZZ ANGLEBALL CHECKBALLBUTTERFLYCHECK (GENERIC)DIAPHRAGMGATEGLOBEKNIFE GATELOW PRESSURE CHECKNEEDLEPINCHPLUGSTOP CHECK VALVESWING CHECKTELESCOPINGVALVE (GENERIC)VEE BALL DUCKBILL CHECK MUD VALVEIRIS VARIABLE DIAPHRAGM AIR/VACUUM/COMBINATIONRELIEF VALVE NO NORMALLY OPENEDNC NORMALLY CLOSEDFO FAIL TO OPEN POSITIONFC FAIL TO CLOSED POSITIONFL FAIL LOCKED IN LAST POSITION ELLIPTICAL VARIABLE DIAPHRAGM SQUARE VARIABLE DIAPHRAGM TAG NAMING (UUWW-XX-YY):UU=FLUID OR FUNCTIONAL ABBREVIATION (OPTIONAL)WW=EQUIPMENT ABBREVIATION(USING ISA DEFINITION TABLE IF APPLICABLE)XX=AREA NUMBERYY=UNIT NUMBER NEW TANK NAMEEXISTING TANK NAME NEW CHANNEL DESCRIPTIONEXISTING CHANNEL DESCRIPTION VADVINTERFACE TONON-P&ID SYSTEMSCHEMATICSINTERFACE TODRAINAGE SYSTEMSCLOSED DRAINOPEN DRAIN PRESSURE CONTROLREGULATEDSIDEMULTI-PORT VALVES:TYPE TO BE INDICATED ONP&ID. ARROWS INDICATEFLOW PATTERN AND IMPLIEDSEAT PORTS OPEN CHANNEL FLUMEWEIRSLUICEGATESLIDEGATESTOP PLATE ORWATERTIGHT STOP LOGM MMSPIRAL SCREEN STEP SCREEN MANUAL BARSCREEN MECHANICAL SCREEN(GENERIC)INCLINED UVEQUIPMENTVERTICAL UVEQUIPMENTHORIZONTAL UVEQUIPMENT FLAPGATE LEVEL FLOAT ACTUATOR DIAPHRAGM SEAL (TAPPED)DIAPHRAGM SEAL (SUBMERGED) INTERNATIONAL SOCIETY OF AUTOMATION DEFINITION TABLEDEVICE TAG NAMING AND DESCRIPTORSVALVE SYMBOLSPRIMARY ELEMENT SYMBOLSIN-CHANNEL EQUIPMENT ACTUATOR SYMBOLSINSTRUMENT-TO-PROCESSCONNECTIONSGENERAL NOTES VALVE FAILURE AND DE-ENERGIZED POSITIONS STANDARD SYMBOLS & ABBREVIATIONS - 5 700-G0.07A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADES DRAFT 6/17/26 1.FIRE PROTECTION DRAWINGS AND SPECIFICATIONS ARE INTENDEDFOR BIDDING PURPOSES ONLY. UPON CONTRACT AWARD, FIREPROTECTION CONTRACTOR IS RESPONSIBLE FOR DETERMINING FINALSYSTEM DESIGN (SPRINKLER HEAD LOCATION AND TYPE, PIPE SIZE,FIRE PUMP SIZE, ETC.) BASED ON CONTRACTOR FURNISHED WATERPRESSURE AND FLOW DATA, HYDRAULIC CALCULATIONS FORPROPOSED SYSTEM LAYOUT, AND EQUIPMENT SELECTIONS.2.FIRE PROTECTION CONTRACTOR SHALL PROVIDE AN AUTOMATICSPRINKLER SYSTEM TO PROTECT ALL AREAS OF THE PROJECT.3.FIRE PROTECTION CONTRACTOR SHALL PERFORM WATER FLOW TESTAT FIRE HYDRANT PRIOR TO FINAL SPRINKLER DESIGN.4.FIRE PROTECTION HYDRAULIC CALCULATIONS FOR AUTOMATICSPRINKLER SYSTEM SHALL INCORPORATE MINIMUM SAFETY FACTORAND SIZE PIPING ACCORDING TO APPLICABLE CODES AND STANDARDS.5.PRESSURE TEST OF THE AUTOMATIC SPRINKLER SYSTEM SHALL BEWITNESSED BY THE FIRE DEPARTMENT AND OWNER’S INSURANCEAGENCY UNLESS SPECIFICALLY WAIVED. TWO (2) WEEKS WRITTENADVANCE NOTICE OF TEST SHALL BE GIVEN.6.ALL LEAKAGE EVIDENCED BY TESTING SHALL BE REPAIRED BYTIGHTENING OR REPLACING FITTING OR EQUIPMENT ONLY.7.ALL REPAIRS SHALL BE AT THE CONTRACTOR’S EXPENSE. CAULKING,WRAPPING OR OTHER MEANS OF REPAIR SHALL NOT BE PERMITTED.8.ALL DRAIN LINES INCLUDING THE DRAIN FOR THE AUTOMATICSPRINKLER SYSTEM INSPECTORS TEST VALVE AND THE AUTOMATICSPRINKLER SYSTEM MAIN DRAIN SHALL BE GALVANIZED STEEL.9.SPRINKLERS NEAR HEATERS AND LOCATED WITHIN HEATER ZONES ASDEFINED BY NFPA-13, LATEST EDITION, SHALL MEET CODE REQUIREDTEMPERATURE RATINGS.10.ALL VALVE SUPERVISORY SWITCHES AND WATER FLOW SWITCHESSHALL BE FURNISHED AND INSTALLED BY THE FIRE PROTECTIONCONTRACTOR AND WIRED BY THE ELECTRICAL CONTRACTOR.COORDINATE LOCATION AND REQUIREMENTS WITH ELECTRICALCONTRACTOR.11.THE COMPLETE INSTALLATION AND TESTING OF THE AUTOMATICSPRINKLER SYSTEM SHALL BE IN STRICT ACCORDANCE WITH THELATEST EDITION OF NFPA-13 .12.CONTRACTOR SHALL PROVIDE ACCESSIBILITY TO ALL VALVES ANDCONTROL DEVICES. FURNISH ACCESS PANELS WHERE SHOWN ORREQUIRED FOR ACCESS TO ALL CONCEALED VALVES OR OTHEREQUIPMENT FURNISHED UNDER THIS CONTRACT WHERE NO OTHERMEANS IS PROVIDED.13.CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF ALLREQUIRED PIPING OFFSETS FOR COMPLETE SYSTEM INSTALLATION.14.SPRINKLER COVERAGE SHALL INCLUDE AREAS BELOW ALLOBSTRUCTIONS OVER 4’-0” WIDE (I.E. DUCTWORK, STAIRS,MEZZANINES, TANKS, PLATFORMS, ETC.).15.SEE SPECIFICATION SECTION 21 10 00 FOR ADDITIONAL INFORMATION.16.COORDINATE WITH OTHER TRADES TO ELIMINATE ANY CONFLICTSBETWEEN PIPING, DUCTWORK, ELECTRICAL WORK, ETC. ALL WORKSHALL BE STRICTLY COORDINATED AMONG ALL INDIVIDUALCONTRACTORS BEFORE ANY WORK IS PERFORMED.17.REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF CEILINGSAND CEILING TYPES.18.BUILDING FINISHED FLOOR ELEVATION 100’-0” = XXXX.XX. FIRE EXTINGUISHERFIRE HYDRANT, PUBLICDOUBLE CHECK BACKFLOW PREVENTERPOST INDICATOR VALVE - PIVOS&Y VALVE - OSY FULLY SPRINKLERED SPACE, ZONEPARTIALLY SPRINKLERED SPACE, ZONENONSPRINKLERED SPACE UPRIGHT SPRINKLERPENDANT SPRINKLERSPRINKLER, WITH GUARDSIDEWALL SPRINKLEROUTSIDE SPRINKLER FIRE-FIGHTING EQUIPMENTAGENT STORAGE CONTAINER, TYPEUNDERGROUND VALVE, NRSPRESSURE GAUGEDISCHARGE NOZZLE, CEILING, AGENT TYPEDISCHARGE NOZZLE, BELOW FLOOR, AGENT TYPExxxxBxxPREDISCHARGE WARNING BELL, SYSTEM TYPEFIRE VALVE CABINETFVCFDVFIRE DEPARTMENT VALVE PRESSURE SWITCHPSFLOW SWITCHFSVALVE WITH TAMPER SWITCHTS DRY PIPE VALVECHECK VALVE FH~~FIRE HYDRANT, PRIVATE~~REDUCED PRESSURE ZONE TYPE BACKFLOW PREVENTERRPZDCBP FE CONCEALED SPRINKLERDRY SPRINKLERNSASxxASxx xx PRIVATE HOUSED HYDRANT - TWO HOSE OUTLET WATER ALARM BELL CONCENTRIC REDUCERECCENTRIC REDUCER TEE DOWNELBOW DOWNTEE UP BRANCH DOWN FIRE DEPARTMENT CONNECTION BUTTERFLY VALVEBALL VALVE DOOR HOLDERxx MANUAL RELEASE STATION, AGENT TYPEABORT SWITCHxxxxANGLE VALVE (ANGLE HOSE VALVE) WATERMAIN, PUBLICWATERMAIN, PRIVATEDRAIN PIPEFIRE SPRINKLER PIPINGDRY SPRINKLER PIPING FHWALL FIRE PUMP TEST HEADER FIRE HYDRANT WITH AUXILIARY VALVE FIRE PROTECTION ABBREVIATIONSCALLOUTS, TAGS, AND GRAPHICSFIRE PROTECTION SYMBOLSGENERAL NOTESAUTHORITY HAVING JURISDICTIONCLEAN AGENTCARBON DIOXIDECARBON MONOXIDEDISCHARGEDRY PENDANT SPRINKLERSDRY PIPE VALVEEXTENDED COVERAGE HEADEARLY SUPPRESSION FAST RESPONSEFIRE DEPARTMENT CONNECTIONFIRE DEPARTMENT VALVEFIRE EXTINGUISHERFIRE HYDRANTFIRE PUMP TEST CONNECTIONFIRE VALVE CABINETNON RISING STEMOUTSIDE SCREW & YOKEPOST INDICATOR VALVEPRESSURE REDUCING VALVEWET CHEMICAL AHJCAC0₂CODISCHDIPDPVECHESFRFDCFDVFEFHFPTCFVCNRSOS&YPIVPRVWC EQUIPMENT NUMBERTYPE OF EQUIPMENTType## FIRE PROTECTION SYMBOLS ELBOW UPKEY/SPECIFIC NOTE CALL-OUT SECTION NUMBERSECTION NOTATIONDRAWING THAT DETAIL ISSHOWN ONDETAIL LETTERDETAIL NOTATION ROOM IDENTIFICATION1 NAME9999 SECTION NUMBERDRAWING THAT SECTIONIS SHOWN ONDRAWING THAT SECTIONIS SHOWN ON DEMOLITION KEY NOTE CALL-OUTREVISION NOTE CALL-OUT1 A99-F5.01DETAIL TITLE 1##-F3.01SECTION TITLE DRAWING THAT DETAIL ISSHOWN ONDETAIL LETTER N A99-F5.01 NORTH ARROWEXISTING ELEMENTS (SHOWN SCREENED)DEMOLITION ELEMENTSHIDDEN ELEMENTS 199-F3.01 BREAK LINE TAGSGRAPHICS CALLOUTS STANDARD SYMBOLS & ABBREVIATIONS - 6 800-G0.08A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADES DRAFT 6/17/26 AAVAUTOMATIC AIR VENTACHAIR CHANGES PER HOURACCUAIR COOLED CONDENSING UNITADACCESS DOORAFFABOVE FINISHED FLOORAFR ARCHITECTURAL FIN TUBE RADIATIONAHU AIR HANDLING UNITALTALTERNATEAPACCESS PANELARAIR RECEIVERAS AIR SEPARATORBBBASEBOARDBODBOTTOM OF DUCTBOIBOTTOM OF INSULATIONBLR BOILERBTU BRITISH THERMAL UNITBTUH BRITISH THERMAL UNIT PER HOURCONV CONVECTORCDCEILING DIFFUSERCFM CUBIC FEET PER MINUTECHILL CHILLERCLCENTERLINECLG CEILINGCONDCONDENSATECT COOLING TOWERCUH CABINET UNIT HEATERCWP CHILLED WATER PUMPDDAMPERDATWO/POSITION DAMPER/ACTUATORDAT DISCHARGE AIR TEMPERATUREDBDRY BULB TEMPERATUREDCDRY COOLERDDC DIRECT DIGITAL CONTROLDEGDEGREEDG DOOR GRILLEDH DEHUMIDIFIERDIADIAMETERDLDRUM LOUVERDX DIRECT EXPANSIONEA EXHAUST AIREATENTERING AIR TEMPERATUREEBB ELECTRIC BASEBOARDEDHELECTRIC DUCT HEATEREER ENERGY EFFICIENCY RATIOEF EXHAUST FANEFFEFFICIENCYEG EXHAUST GRILLEEJ EXPANSION JOINTELELEVATIONER EXHAUST REGISTERERC ELECTRIC REHEAT COILERUENERGY RECOVERY UNITESP EXTERNAL STATIC PRESSUREETEXPANSION TANKEUH ELECTRIC UNIT HEATEREWHELECTRIC WALL HEATEREWT ENTERING WATER TEMPERATUREFFAHRENHEIT(F)OWNER FURNISHEDFABFABRIC DUCTFCFAIL CLOSEDFCU FAN COIL UNITFCVFLOW CONTROL VALVEFDFIRE DAMPERFFEFINISHED FLOOR ELEVATIONFLA FULL LOAD AMPSFMFLOW METERFO FAIL OPENFPI FINS PER INCHFPM FEET PER MINUTEFTFEETFTFLOW TRANSMITTERFTR FINNED TUBE RADIATIONFURFURNACEFVNR FULL VOLTAGE NON REVERSINGGA GAUGEGDFGAS DUCT FURNACEGPMGALLONS PER MINUTEGRVGRAVITY ROOF VENTILATORGUHGAS UNIT HEATERHHEADHC HEATING COILHHWHEATING HOT WATERHPHORSEPOWERHRHOURHRP HEAT RECOVERY PUMPHU HUMIDIFIERHUH HOT WATER UNIT HEATERHWP HOT WATER PUMPHXHEAT EXCHANGERHZHERTZICFINDUSTRIAL CEILING FANIDINSIDE DIAMETERININCHESIN WCINCHES OF WATER COLUMNIPLVINTEGRATED PART LOAD VALVEIR INFRARED HEATER HVAC AND MECHANICAL ABBREVIATIONSGENERAL NOTESKWKILOWATTKWHKILOWATT HOURLLOUVERLAT LEAVING AIR TEMPERATURELBPOUNDSLWT LEAVING WATER TEMPERATUREMAUMAKE-UP AIR UNITMBH THOUSANDS OF BTU PER HOURMCMECHANICAL CONTRACTORMOD MODULATING DAMPER/ACTUATORNANOT APPLICABLENC NORMALLY CLOSEDNICNOT IN CONTRACTNO NORMALLY OPENNPT NATIONAL PIPE THREADOA OUTSIDE AIROCON CENTERODOUTSIDE DIAMETERODP OPEN DRIP PROOFOVOUTLET VELOCITYPPUMPPCPUMPED CONDENSATEPD PRESSURE DROPPDTPRESSURE DIFFERENTIAL TRANSMITTERPIPRESSURE INDICATORPOCPOINT OF CONNECTIONPRDPRESSURE RELIEF DAMPERPRVPRESSURE REGULATING VALVEPSI POUNDS PER SQUARE INCHPSIGPOUNDS PER SQUARE INCH GAUGEPWPPROCESS WATER PUMPRA RETURN AIRRCPRADIANT CEILING PANELRF RETURN FANRGRETURN GRILLERLREFRIGERANT LIQUIDRPM REVOLUTIONS PER MINUTERR REGISTERRSREFRIGERANT SUCTIONRTU ROOF TOP UNITSASUPPLY AIRSD SUCTION DIFFUSERSF SUPPLY FANSGSUPPLY GRILLESP STATIC PRESSURESRSUPPLY REGISTERSS SPLIT SYSTEMST STEAM TRAPSTTPSTEAM TRAPSTRSTRAINERSUH STEAM UNIT HEATERTCP TEMPERATURE CONTROL PANELTCVTEMPERATURE CONTROL VALVETDVTRIPLE DUTY VALVETETEMPERATURE ELEMENTTEFCTOTALLY ENCLOSED FAN COOLEDTG TRANSFER GRILLETITEMPERATURE INDICATORTOTOP OFTRTONS OF COOLINGTSPTOTAL STATIC PRESSUREUH UNIT HEATERUV UNIT VENTILATORVAV VARIABLE AIR VOLUME BOXVCBVACUUM BREAKERVD VOLUME DAMPERVFDVARIABLE FREQUENCY DRIVEWWATTWBWET BULBWSHPWATER SOURCE HEAT PUMP 1.UNLESS INSTRUCTED OTHERWISE, THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, AND FEESREQUIRED FOR INSTALLATION OF ALL THE WORK, INCLUDING ALL AGENCIES HAVING JURISDICTION OVER SERVICES TOTHIS BUILDING.2.CONTRACT DOCUMENT DRAWINGS ARE DIAGRAMMATIC AND ARE INTENDED TO CONVEY SCOPE AND GENERALARRANGEMENT ONLY. DRAWING INTENT IS TO INDICATE GENERAL ARRANGEMENT, DESIGN, AND INTENT OF WORK.DRAWINGS SHALL NOT BE SCALED.3.ALL WORK SHALL BE COMPATIBLE WITH BUILDING CONSTRUCTION CLASS AND OCCUPANCY.4.COORDINATE WITH OTHER TRADES TO ELIMINATE CONFLICTS BETWEEN PIPING, DUCTWORK, FIRE PROTECTION,ELECTRICAL WORK, ETC. DRAWINGS OF ALL OTHER TRADES SHALL BE REVIEWED. EACH CONTRACTOR SHALLCOORDINATE THE INSTALLATION AND SCHEDULING OF THEIR WORK WITH OTHER TRADES TO PREVENT INTERFERENCEWITH THEIR RESPECTIVE INSTALLATIONS.5.LOCATE ALL VALVES, STRAINERS, UNIONS, TRAPS, FLANGES AND OTHER APPURTENANCES IN ACCESSIBLE LOCATIONS.6.LOCATE ALL TEMPERATURE, PRESSURE, AND FLOW MEASURING DEVICES AND OTHER INSTRUMENTS IN ACCESSIBLELOCATIONS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.7.PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR TO INSTALL COMPLETE AND OPERABLE SYSTEMSAS INDICATED ON THE DRAWINGS, AS SPECIFIED, AND AS REQUIRED BY CODE.8.CONTRACTOR SHALL PROVIDE ALL EQUIPMENT AND APPURTENANCES IN ACCORDANCE WITH MANUFACTURER'SRECOMMENDATIONS, CONTRACT DOCUMENTS, AND APPLICABLE CODES AND REGULATIONS.9.COORDINATE ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER'S CERTIFIED SHOP DRAWINGS.10.EXISTING INFORMATION SHOWN ON DRAWINGS WAS TAKEN FROM EXISTING PLANS AND IS APPROXIMATE. ALL EXISTINGCONDITIONS SHALL BE FIELD VERIFIED BY CONTRACTOR.11.REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF CEILINGS, CEILING TYPES, AND CHANGES IN ELEVATION.12.MAINTAIN FIRE RATINGS OF PENETRATIONS THROUGH FIRE RATED ASSEMBLIES. REFER TO LIFE SAFETY PLANS FORFIRE RATED ASSEMBLY LOCATIONS AND RATINGS. ALL PENETRATIONS THROUGH WALLS SHALL BE SLEEVED ANDSEALED TO MAKE WATERTIGHT.13.DUCT, PIPE, AND EQUIPMENT PENETRATIONS SHALL BE COORDINATED AS TO NOT INTERFERE WITH ROOF STRUCTURE.ALL PENETRATIONS SHALL BE FIELD COORDINATED WITH GENERAL CONTRACTOR. OFFSETS TO ACCOMMODATE ROOFPENETRATION LOCATIONS SHALL NOT BE CONSIDERED A CHANGE ORDER.14.ALL PIPE AND DUCT LOCATIONS AND ELEVATIONS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL EXISTINGAND NEW ROUTING AND ELEVATIONS PRIOR TO FABRICATION AND INSTALLATION.15.ELEVATION OF PIPING AND DUCTWORK INDICATED ON THESE DRAWINGS ARE TO BE USED AS GUIDELINES TO ASSISTWITH INSTALLATIONS. MINOR CHANGES TO THESE ELEVATIONS MAY BE NECESSARY TO ELIMINATE UNFORESEENINTERFERENCES. ANY CHANGE IN ELEVATION SHALL BE APPROVED PRIOR TO CHANGE.16.ACCURATE AND LEGIBLE RECORD (AS-BUILT) DRAWINGS SHALL BE MAINTAINED AT THE JOB SITE AND SHALL BESUBMITTED TO OWNER AND ENGINEER.17.TEMPORARILY PATCH ALL ROOF OPENINGS WATERTIGHT UNTIL FINAL CLOSURE CAN BE MADE.18.COORDINATE AND PROVIDE ALL DUCTWORK TRANSITIONS REQUIRED FOR FINAL EQUIPMENT CONNECTIONS. FIELDVERIFY AND COORDINATE ALL DUCTWORK AND PIPING DIMENSIONS PRIOR TO FABRICATION.19.ROUTE DUCTWORK TIGHT TO STRUCTURE UNLESS OTHERWISE NOTED. SUPPLY DUCTWORK SHALL BE ROUTED BELOWRETURN AND EXHAUST DUCTWORK, UNLESS OTHERWISE NOTED.20.THERMOSTATS ON EXTERIOR WALLS SHALL HAVE INSULATED BASES.21.COORDINATE DIFFUSER LAYOUT WITH REFLECTED CEILING PLAN, LIGHTING PLAN, AND FIRE PROTECTION SPRINKLERLAYOUT. ADJUST AS REQUIRED.22.INLET DUCT CONNECTIONS TO VAV BOX SHALL BE SAME AS INLET SIZE LISTED ON EQUIPMENT SCHEDULE, UNLESSOTHERWISE NOTED.23.DUCTWORK 12” AND SMALLER IS SHOWN SINGLE LINE FOR DRAWING CLARITY.24.FLEXIBLE DUCT CONNECTIONS TO CEILING DIFFUSERS DELIVERING 160 CFM OR LESS SHALL BE 6” DIAMETER, UNLESSOTHERWISE NOTED. FLEXIBLE DUCT CONNECTIONS TO CEILING DIFFUSERS DELIVERING BETWEEN 160 CFM AND 275CFM SHALL BE 8” DIAMETER, UNLESS OTHERWISE NOTED. FLEXIBLE DUCT CONNECTIONS TO CEILING DIFFUSERSDELIVERING 275 CFM OR GREATER SHALL BE 10” DIAMETER, UNLESS OTHERWISE NOTED.25.NECKS ON RETURN GRILLES RETURNING 300 CFM OR LESS SHALL BE 8” DIAMETER, UNLESS OTHERWISE NOTED. NECKSON RETURN GRILLES RETURNING BETWEEN 300 CFM AND 500 CFM SHALL BE 12” DIAMETER, UNLESS OTHERWISENOTED. NECKS ON RETURN GRILLES RETURNING 500 CFM OR GREATER SHALL BE 14” DIAMETER, UNLESS OTHERWISENOTED.26.MAINTAIN FIRE RATINGS OF PENETRATIONS THROUGH FIRE RATED ASSEMBLIES. REFER TO LIFE SAFETY PLANS FORFIRE RATED ASSEMBLY LOCATIONS AND RATINGS.“NTS:SELECT ONE OF THE TWO FOLLOWING BUT NOT BOTH.”27.ALL LOW VOLTAGE (<100 VOLTS) WIRING AND CONDUIT ASSOCIATED WITH HVAC EQUIPMENT SHALL BE PROVIDED BYDIVISION 23. ALL LINE VOLTAGE ELECTRICAL CONTROLS AND WIRING SHALL BE PROVIDED BY DIVISION 26. WHERECONTROLS ARE TO BE FURNISHED WITH EQUIPMENT, ELECTRICAL CONTROLS AND WIRING SHALL BE IN ACCORDANCEWITH DIVISION 26 SPECIFICATIONS.28.THE CONTROL SYSTEM GENERAL DIVISION OF RESPONSIBILITY SHALL BE AS FOLLOWS:A.ALL SENSORS AND MISCELLANEOUS ACCESSORIES ASSOCIATED WITH THE AIRSIDE HVAC SYSTEMS SHALL BEFURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR UNLESS FURNISHED WITH EQUIPMENT. PIPINGAND WATERSIDE DEVICES SHALL BE FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR.B.ALL WIRING BETWEEN SENSORS, CONTROL VALVES, AND MISCELLANEOUS ACCESSORIES SHALL BE FURNISHEDAND INSTALLED BY THE ELECTRICAL CONTRACTOR IN CABLE TRAY FURNISHED AND INSTALLED BY THEELECTRICAL CONTRACTOR.C.ALL TEMPERATURE CONTROL PANELS SHALL BE FURNISHED BY INTEGRATION CONTROL CONTRACTOR FORELECTRICAL CONTRACTOR TO INSTALL AND MAKE FINAL TERMINATIONS OF ALL WIRING UNLESS FURNISHED WITHEQUIPMENT.D.INTEGRATION INCLUDING SCREEN DEVELOPMENT, PROGRAMMING AND INTEGRATION SHALL BE BY INTEGRATIONCONTROL CONTRACTOR. INTEGRATION CONTROL CONTRACTOR SHALL INVESTIGATE OWNER FURNISHEDEQUIPMENT CONTROLS INTO FACILITIES CONTROL SYSTEM. STANDARD SYMBOLS & ABBREVIATIONS - 7 900-G0.09A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADES DRAFT 6/17/26 TURNING VANES FIRE DAMPER SUPPLY OR OUTSIDE AIR DUCT (UP OR SECTION) MANUAL VOLUME DAMPERMOTORIZED DAMPERBACKDRAFT DAMPER SUPPLY OR OUTSIDE AIR DUCT (DOWN OR AWAY)RETURN AIR DUCT (UP OR SECTION)RETURN AIR DUCT (DOWN OR AWAY)ROUND DUCTWORK (UP OR SECTION)ROUND DUCTWORK (DOWN OR AWAY)FLEXIBLE CONNECTION SOLENOIDSPPNEUMATICMOTOR (ELECTRIC)MPRESSURE SENSORROOM HUMIDISTATTHERMOSTAT HVAC SYMBOLSDUCTWORK SYMBOLSCEILING DIFFUSER WITH FLEXIBLE DUCTCENTRIFUGAL PUMPAIR FLOW DIRECTION VARIABLE AIR VOLUME (VAV)BOX WITH ELECTRIC REHEATCOILVARIABLE AIR VOLUME (VAV)BOX WITH HEATING HOTWATER REHEAT COILUNIT HEATERROOF EXHAUST FANINLINE PUMPDUCT BOOSTER COIL TKH TRIPLE DUTY VALVE GAS PRESSURE REGULATOR MANUAL AIR VENT TEMPERATURE ELEMENTBUTTERFLY VALVEUNIONSTRAINER WITH BLOWDOWN VALVEPRESSURE REDUCING VALVEBALANCING VALVEGAS SHUTOFF PLUG VALVE CHECK VALVECONCENTRIC REDUCERECCENTRIC REDUCER BALL VALVETEE DOWNELBOW DOWNGATE VALVEGLOBE VALVE3-WAY VALVEMETER ELBOW UPTEE UP TE FLEXIBLE CONNECTOR REFRIGERANT SUCTIONRSRLREFRIGERANT LIQUID CHILLED WATER RETURNCHWRCHWSCHILLED WATER SUPPLY LOW PRESSURE CONDENSATELPC/LPRLPSLOW PRESSURE STEAMHEATING HOT WATER SUPPLYHHWSHEATING HOT WATER RETURNGAS PIPINGHHWR TTTEMPERATURE TRANSMITTERPTPRESSURE TRANSMITTERPRESSURE INDICATORPIFLOW SWITCHFS CONDENSATECOND MEDIUM PRESSURE CONDENSATEMPC/MPRMPSMEDIUM PRESSURE STEAMHIGH PRESSURE CONDENSATEHPC/HPRHPSHIGH PRESSURE STEAMFABRIC DUCTWORKDUCT ELBOW UPDUCT ELBOW DOWN RETURN, EXHAUST, OR TRANSFER GRILLE FABRIC DUCTWORKDUCT TAKE OFF CEILING FANDESTRATIFICATION FAN EXHAUST AIR DUCT (UP OR SECTION)EXHAUST AIR DUCT (DOWN OR AWAY) PIPING DESIGNATIONSPIPING SYMBOLS CONNECT TO EXISTING (TIE-IN NUMBER)XXX CALLOUTS AND TAGS VALUERIGHTCONTINUATION DIRECTION EQUIPMENT NUMBERTYPE OF EQUIPMENTType## KEY/SPECIFIC NOTE CALL-OUT SECTION NUMBERSECTION NOTATIONDRAWING THAT DETAIL ISSHOWN ONDETAIL LETTERDETAIL NOTATION ROOM IDENTIFICATION1 NAME9999 SECTION NUMBERDRAWING THAT SECTIONIS SHOWN ONDRAWING THAT SECTIONIS SHOWN ON DEMOLITION KEY NOTE CALL-OUT REVISION NOTE CALL-OUT 1 A99-H5.01DETAIL TITLE 1##-H3.01SECTION TITLE DRAWING THAT DETAIL ISSHOWN ONDETAIL LETTER N A99-H5.01 NORTH ARROW 199-H3.01 TAGSGRAPHICS CALLOUTS EXISTING ELEMENTS (SHOWN SCREENED)DEMOLITION ELEMENTSHIDDEN ELEMENTSBREAK LINE STANDARD SYMBOLS & ABBREVIATIONS - 8 1000-G0.10A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADES DRAFT 6/17/26 1.NOTE EQUIPMENT ABBREVIATIONS CALLOUTS, TAGS, AND GRAPHICS PIPING SYMBOLS GENERAL NOTESFLUID ABBREVIATIONS VALVE SYMBOLS AIRBLENDED SLUDGECOMPRESSED AIRCENTRATECOMPRESSED DIGESTER GASCHLORINE SOLUTIONCENTRATECOLD WATERCHILLED WATER RETURNCHILLED WATER SUPPLYDRAINDEWATERED BIOSOLIDSDISINFECTED EFFLUENT WATERDIGESTER GASDIVERSIONDIGESTER RECIRCULATIONDRIED BIOSOLIDSDIGESTER SUPERNATANTDIGESTED SLUDGEDIGESTER SLUDGE MIXER DISCHARGEDIGESTER SLUDGE MIXER SUCTIONEXCESS FLOWEXCESS FLOW SOLIDSFINAL EFFLUENTFORCE MAINNATURAL GASGRITGRAVITY THICKENER SUPERNATANTHYPOCHLORITEHOT WATERHOT WATER RETURNHOT WATER SUPPLYMIXED LIQUORSODIUM HYDROXIDENONPOTABLE WATEROVERFLOWODOR CONTROLPERFORATED DRAIN PIPEPLANT EFFLUENTPOLYELECTROLYTE CHEMICALPLANT INFLUENTPHOSPHORUS REMOVAL CHEMICALPRIMARY EFFLUENTPROCESS RETURN FLOWPRIMARY INFLUENTPRIMARY SLUDGEPLANT SANITARY SEWERPOTABLE WATERPROCESS WATER RETURNPROCESS WATER SUPPLYRETURN ACTIVATED SLUDGERAW WASTEWATERSAMPLESANITARY SEWERSODIUM BISULFITESCUMSCUM DECANTSECONDARY EFFLUENTSODIUM HYPOCHLORITESLUDGESUMP PUMP DISCHARGESUPERNATENTSTORM SEWERSTRUVITE CHEMICALSERVICE WATERSEAL WATER SUPPLYTHICKENED SLUDGETHICKENED WASTE ACTIVATED SLUDGEVENTPOTABLE WATERNONPOTABLE WATERDISINFECTED EFFLUENT WATERWASTE ACTIVATED SLUDGEWASTE MIXED LIQUOR ABSLCACNTCDGCLSCNTCWCWRCWSDDBDEWDGDIVDRLDRYDSDSLDSL MDDSL MSEFEFSFEFGGRGTSHOCLHWHWRHWSMLNAOHNPWOFOCPDPPEPECPIPRCPREPRFPRIPRSPSSPWPWRPWSRASRWSAMSANSBSCMSCMDSESHSLSPDSUPSTSTCSWSWSTSLTWASVW1W2W3WASWML AIR COMPRESSORACCUMULATORAUTOMATIC DRIP TRAPAUTOMATIC FILTERAIR OPERATED VALVEANOXIC MIXERAUTOMATIC STRAINERBLOWERBRIDGE CRANEBIOSOLIDS DRYERBIOSOLIDS DRYER COOLING CONVEYORBIOSOLIDS DRYER DISCHARGE CONVEYORBIOSOLIDS DRYER FEED PUMPBELT FILTER PRESSBFP FEED PUMPBUTTERFLY VALVEBIOSOLIDS LOADING PUMPBOILERBOOSTER PUMPBLENDED SLUDGE MIXING PUMPBLENDED SLUDGE PUMPBIOSOLIDS STORAGE MIXERBIOSOLIDS TRANSFER PUMPCENTRIFUGECENTRATE PUMPCENTRIFUGE FEED PUMPCHEMICAL PUMPCOMPRESSORCONVEYORDEWATERED BIOSOLIDS CONVEYORDEWATERED BIOSOLIDS HOPPERDECANT PUMPDISINFECTED EFFLUENT PUMPDRAINAGE PUMPDIGESTER RECIRCULATION PUMPDIGESTER MIXING PUMPDIGESTED SLUDGE TRANSFER PUMPDRIP TRAPDOWNWARD OPENING WEIR GATEEXCESS FLOW CLARIFIEREXCESS FLOW PUMPEXCESS FLOW SOLIDS PUMPEFFLUENT PUMPFINAL CLARIFIERFINAL CLARIFIER DRIVEFINAL EFFLUENT PUMPFILTERFLOW METERFLAME TRAPGRAVITY BELT THICKENERGRIT CLASSIFIERGAS FLOW METERGAS COMPRESSOR SKIDGRIT PUMPGRINDERGRIT TRAPGRAVITY THICKENERGAS UNIT HEATERGRIT WASHERHOISTHYDROPNEUMATIC BOOSTER TANKHEAT EXCHANGER ACACUADTAFTAOVAMASTBBCBDBDCCBDDCBDFPBFPBFPFPBFVBLPBLRBPBSLMPBSLPBSTMBTPCENTCNTPCENTPCPCOMPCONDBCDBHDCPDEWPDPDRLPDSLMPDSLTPDTDOWEFCEFPEFSPEPFCFCDFEPFILTFMFTGBTGCGFMGCSGPGRNGTGTHGUHGWHHBTHTX INFLUENT PUMPKNIFE GATEMOTORIZED ACTUATORMOTORIZED BALL VALVEMECHANICAL FINE SCREENMIXERMOTOR OPERATED VALVEMIXING PUMPMISCELLANEOUS PROCESS EQUIPMENTMANUAL STRAINERMICROTURBINENITRATE RECYCLE PUMPOVERHEAD COILING DOORODOR CONTROL EQUIPMENTOXIDATION DITCH EQUIPMENTPROGRESSING CAVITY PUMPPRIMARY CLARIFIER DRIVEPRIMARY CLARIFIER FLOCCULATOR DRIVEPOLYMER FEEDERPOLYMER FEED PUMPPLANT WATER PUMPPHOSPHORUS REMOVAL CHEMICAL PUMPPHOSPHORUS REMOVAL CHEMICAL TANKPRIMARY EFFLUENT PUMPPROCESS RETURN FLOW PUMPPRIMARY SLUDGE PUMPPOLYMER TRANSFER PUMPREFRIGERATED AIR DRYERRETURN ACTIVATED SLUDGE PUMPRECIRCULATION PUMPROTARY DRUM THICKENERROTARY DRUM THICKENER FEED PUMPRAPID MIXERSAMPLERSODIUM BISULFITE FEED PUMPSODIUM BISULFITE STORAGE TANKSCUM PUMPSCREENINGS WASHERSEWAGE EJECTORSLIDE GATESODIUM HYPOCHLORITE FEED PUMPSODIUM HYPOCHLORITE STORAGE TANKSLUICE GATESUMP PUMPSILOXANE REMOVAL TANKSCREENINGS SCREW CONVEYORSTRUVITE CHEMICAL PUMPSTOP GATESTRAINERSOLENOID VALVESCREENINGS WASHER/PRESSTUBULAR DRAG-CHAIN CONVEYORTHERMAL FLUID HEATERTELESCOPING VALVETWAS PUMPULTRAVIOLET DISINFECTIONWAS PUMP IPKGMAMBVMFSMIXMOVMPMPEMSTMTNRPOCDOCEODEPCPCDPCFDPFPFPPLWPPRCPPRCTPREPPRFPPRSPPTPRADRASPRECPRDTRDTPRMSASBFPSBSTSCMPSCWSEJSGSHFPSHSTSLGSPSRTSSCSTCPSTGSTRSVSWPTDCTFHTVTWASPUVWASP GENERAL ABBREVIATIONSAVERAGEBOTTOM OFBLIND FLANGECENTERLINECLEAN OUTCHLORINATED POLYVINYL CHLORIDEDEGREEDIAMETERDUCTILE IRON PIPEDRAWINGECCENTRICELEVATIONELBOWEXISTINGEXPANSIONFLANGE COUPLING ADAPTERFLANGEFLOORGALVANIZEDHOSE BIBBHIGH POINTHIGH WATER LEVELINSIDE DIAMETERINVERT ELEVATIONINVERT AVGB/BFCLCOCPVCDEGDIADIPDWGECCELELLEXISTEXPFCAFLGFLGALVHBHPHWLIDIEINV LOW POINTLONG RADIUSLOW WATER LEVELMAXIMUMMANUFACTURERMINIMUMMECHANICAL JOINTNUMBERNOT TO SCALEON CENTEROUTSIDE DIAMETERPROCESS AND INSTRUMENTATION DIAGRAMPRESTRESSED CONCRETE PIPEPOLYVINYL CHLORIDEREINFORCED CONCRETE PIPEREDUCERSHORT RADIUSSTAINLESS STEELSTANDARDSTEELTOP OFTYPICALWITHWITHOUTWATER LEVELYEAR LPLRLWLMAXMFRMINMJNONTSOCODP&IDPCPPVCRCPREDSRSSTSTDSTLT/TYPW/W/OWLYR FLANGE JOINTMECHANICAL JOINTRUBBER EXPANSION JOINT WALL PIPE SLUICE GATESLIDE GATE - SURFACE MOUNTEDSLIDE GATE - EMBEDDEDSTOP PLATE - EMBEDDEDFLOOR STAND IN PLAN PIPE COUPLING AND TIE RODSMAGNETIC FLOW METERM GENERIC VALVEGENERIC CHECKPLUGBALL CHECKBUTTERFLYSWING CHECKGATEKNIFE GATECONCENTRIC REDUCERECCENTRIC REDUCER EQUIPMENT NUMBERTYPE OF EQUIPMENTType## KEY/SPECIFIC NOTE CALL-OUT SECTION NUMBERSECTION NOTATIONDRAWING THAT DETAIL ISSHOWN ONDETAIL LETTERDETAIL NOTATION ROOM IDENTIFICATION1 NAME9999 SECTION NUMBERDRAWING THAT SECTIONIS SHOWN ONDRAWING THAT SECTIONIS SHOWN ON DEMOLITION KEY NOTE CALL-OUTREVISION NOTE CALL-OUT1 A99-M5.01DETAIL TITLE 1##-M3.01SECTION TITLE DRAWING THAT DETAIL ISSHOWN ONDETAIL LETTER N A99-M5.01 NORTH ARROW 199-M3.01 TAGSGRAPHICS CALLOUTS STANDARD SYMBOLS & ABBREVIATIONS - 9 1100-G0.11A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADES DRAFT 6/17/26 IN LINE PUMPHOSE BIBB OR WALL HYDRANTFDFLOOR DRAIN 6 HDRDROOF DRAINHUB DRAIN WATER SUPPLY/DRAINAGEFIXTURE UNITS ACAIR COMPRESSORADAIR DRYERAFFABOVE FINISHED FLOORARAIR RECEIVERBOIBOTTOM OF INSULATIONBOPBOTTOM OF PIPEBF BLIND FLANGEBFPBACKFLOW PREVENTERBTBRINE TANKBTUBRITISH THERMAL UNITSBTUHBRITISH THERMAL UNITS PER HOURCB CATCH BASINCACOMPRESSED AIRCD CONDENSATE DRAINCICAST IRONCL CENTERLINECO CLEAN OUTCOND CONDENSATECPVC CHLORINATED POLYVINYL CHLORIDECW COLD WATER PIPED DRAINDCBP DOUBLE CHECK BACKFLOW PREVENTERDEGDEGREESDF DRINKING FOUNTAINDFU DRAINAGE FIXTURE UNITDHWPDOMESTIC HOT WATER PUMPDI DUCTILE IRONDIADIAMETERDS DOWNSPOUTEEWSEMERGENCY EYEWASH AND SHOWEREFFEFFICIENCYEL ELEVATIONEW EYEWASHEWCELECTRIC WATER COOLEREWHELECTRIC WATER HEATEREQCEQUIPMENT CONNECTIONETEXPANSION TANK(F)OWNER FURNISHEDFFAHRENHEITFCO FLOOR CLEAN OUTFD FLOOR DRAINFFEFINISHED FLOOR ELEVATIONFMFLOW METERFSFLOOR SINKFTFEETGDGARBAGE DISPOSALGPMGALLONS PER MINUTEGWHGAS WATER HEATERHB HOSE BIBBHD HEADHDHUB DRAINHDPE HIGH DENSITY POLYETHYLENEHR HOSE REELHRHOURHWL HIGH WATER LEVEHW HOT WATER PIPEHWRHOT WATER RETURNHXHEAT EXCHANGERHZ HERTZIDINNER DIAMETERIE INVERT ELEVATIONININCHIN WCINCHES OF WATER COLUMNIWHINSTANTANEOUS WATER HEATERIWP INDIRECT WASTE PIPEKWKILOWATTKWHKILOWATT HOURLLAVATORYLB POUNDLTLAUNDRY TRAYMBMOP BASINMBHTHOUSANDS OF BTU PER HOURMH MANHOLEMSUMODULAR SHOWER UNITNANOT APPLICABLENCNORMALLY CLOSEDNGNATURAL GASNICNOT IN CONTRACTNONORMALLY OPENODOUTSIDE DIAMETERODPOPEN DRIP PROOF 1.UNLESS INSTRUCTED OTHERWISE, THE CONTRACTOR SHALLOBTAIN AND PAY FOR ALL PERMITS, LICENSES, AND FEESREQUIRED FOR INSTALLATION OF ALL THE WORK, INCLUDINGALL AGENCIES HAVING JURISDICTION OVER SERVICES TO THISBUILDING.2.CONTRACT DOCUMENT DRAWINGS ARE DIAGRAMMATIC ANDARE INTENDED TO CONVEY SCOPE AND GENERALARRANGEMENT ONLY. DRAWING INTENT IS TO INDICATEGENERAL ARRANGEMENT, DESIGN, AND INTENT OF WORK.DRAWINGS SHALL NOT BE SCALED.3.ALL WORK SHALL BE COMPATIBLE WITH BUILDINGCONSTRUCTION CLASS AND OCCUPANCY.4.COORDINATE WITH OTHER TRADES TO ELIMINATE CONFLICTSBETWEEN PIPING, DUCTWORK, FIRE PROTECTION, ELECTRICALWORK, ETC. DRAWINGS OF ALL OTHER TRADES SHALL BEREVIEWED. EACH CONTRACTOR SHALL COORDINATE THEINSTALLATION AND SCHEDULING OF THEIR WORK WITH OTHERTRADES TO PREVENT INTERFERENCE WITH THEIR RESPECTIVEINSTALLATIONS.5.LOCATE ALL VALVES, STRAINERS, UNIONS, TRAPS, FLANGESAND OTHER APPURTENANCES IN ACCESSIBLE LOCATIONS.6.LOCATE ALL TEMPERATURE, PRESSURE, AND FLOW MEASURINGDEVICES AND OTHER INSTRUMENTS IN ACCESSIBLE LOCATIONSAND IN ACCORDANCE WITH MANUFACTURER'SRECOMMENDATIONS.7.PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALLLABOR TO INSTALL COMPLETE AND OPERABLE SYSTEMS ASINDICATED ON THE DRAWINGS, AS SPECIFIED, AND ASREQUIRED BY CODE.8.CONTRACTOR SHALL PROVIDE ALL EQUIPMENT ANDAPPURTENANCES IN ACCORDANCE WITH MANUFACTURER'SRECOMMENDATIONS, CONTRACT DOCUMENTS, ANDAPPLICABLE CODES AND REGULATIONS.9.COORDINATE ALL EQUIPMENT CONNECTIONS WITHMANUFACTURER'S CERTIFIED SHOP DRAWINGS.10.EXISTING INFORMATION SHOWN ON DRAWINGS WAS TAKENFROM EXISTING PLANS AND IS APPROXIMATE. ALL EXISTINGCONDITIONS SHALL BE FIELD VERIFIED BY CONTRACTOR.11.REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OFCEILINGS, CEILING TYPES, AND CHANGES IN ELEVATION.12.MAINTAIN FIRE RATINGS OF PENETRATIONS THROUGH FIRERATED ASSEMBLIES. REFER TO LIFE SAFETY PLANS FOR FIRERATED ASSEMBLY LOCATIONS AND RATINGS. ALLPENETRATIONS THROUGH WALLS SHALL BE SLEEVED ANDSEALED TO MAKE WATERTIGHT.13.DUCT, PIPE, AND EQUIPMENT PENETRATIONS SHALL BECOORDINATED AS TO NOT INTERFERE WITH ROOF STRUCTURE.ALL PENETRATIONS SHALL BE FIELD COORDINATED WITHGENERAL CONTRACTOR. OFFSETS TO ACCOMMODATE ROOFPENETRATION LOCATIONS SHALL NOT BE CONSIDERED ACHANGE ORDER.14.ALL PIPE AND DUCT LOCATIONS AND ELEVATIONS AREAPPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL EXISTINGAND NEW ROUTING AND ELEVATIONS PRIOR TO FABRICATIONAND INSTALLATION.15.ELEVATION OF PIPING AND DUCTWORK INDICATED ON THESEDRAWINGS ARE TO BE USED AS GUIDELINES TO ASSIST WITHINSTALLATIONS. MINOR CHANGES TO THESE ELEVATIONS MAYBE NECESSARY TO ELIMINATE UNFORESEEN INTERFERENCES.ANY CHANGE IN ELEVATION SHALL BE APPROVED PRIOR TOCHANGE.16.ACCURATE AND LEGIBLE RECORD (AS-BUILT) DRAWINGS SHALLBE MAINTAINED AT THE JOB SITE AND SHALL BE SUBMITTED TOOWNER AND ENGINEER.17.TEMPORARILY PATCH ALL ROOF OPENINGS WATERTIGHT UNTILFINAL CLOSURE CAN BE MADE.18.FOR DETAILS, EQUIPMENT CONNECTIONS, AND PIPES SIZES NOTSHOWN ON FLOOR PLANS, REFER TO DETAILS, ISOMETRICS ANDSCHEDULES.19.PLUMBING CONTRACTOR SHALL PROVIDE ACCESSIBILITY TO ALLVALVES AND CONTROL DEVICES. FURNISH ACCESS PANELSWHERE SHOWN OR REQUIRED FOR ACCESS TO ALL CONCEALEDVALVES OR OTHER EQUIPMENT FURNISHED UNDER THISCONTRACT WHERE NO OTHER MEANS IS PROVIDED.TTECCENTRIC REDUCERFLEXIBLE CONNECTOR TEMPERATURE TRANSMITTERCONCENTRIC REDUCERMANUAL AIR VENT TEE DOWN TETIPITEMPERATURE INDICATORTEMPERATURE ELEMENTPRESSURE TRANSMITTERPRESSURE INDICATORGAS PRESSURE REGULATORUNIONTEE UP STRAINER WITH BLOWDOWNELBOW UPMETERELBOW DOWN PLUMBING ABBREVIATIONSPLUMBING SYMBOLS TRIPLE DUTY VALVEPRESSURE RELIEF VALVEPRESSURE REDUCING VALVE3-WAY VALVE GAS SHUTOFF PLUG VALVEGLOBE VALVEGATE VALVEBUTTERFLY VALVECHECK VALVE AIR PRESSURE RELIEF VALVEBALANCING VALVEBALL VALVE GENERAL NOTES PT P PUMPPCPLUMBING CONTRACTORPDPRESSURE DROPPIPRESSURE INDICATORPOC POINT OF CONNECTIONPRV PRESSURE REDUCING VALVEPSIGPOUNDS PER SQUARE INCH GAUGEPVC POLYVINYL CHLORIDEQC QUICK CONNECTRD ROOF DRAINRHROOF HYDRANTRPMREVOLUTIONS PER MINUTERPZ REDUCED PRESSURE ZONE BACKFLOW PREVENTERSANSANITARYSD SHOWER DRAINSESEWAGE EJECTORSEJ SEWAGE EJECTOR PUMPSH SHOWERSKSINKSP SUMP PUMPSSSERVICE SINKSSSTAINLESS STEELSTSTORMST OFSTORM OVERFLOWSTR STRAINERSV SOLENOID VALVETTANKTD TRENCH DRAINTEFCTOTALLY ENCLOSED FAN COOLEDTITEMPERATURE INDICATORTOTOP OFTMVTHERMOSTATIC MIXING VALVETMWTEPID WATERUR URINALV VENTVB VACUUM BREAKERVCPVITRIFIED CLAY PIPEVFD VARIABLE FREQUENCY DRIVEVTR VENT THRU ROOFW WASTE PIPEWCO WALL CLEANOUTWC WATER CLOSETWH WATER HEATERWHWALL HYDRANTWHAWATER HAMMER ARRESTORWS WATER SOFTENERWSFUWATER SUPPLY FIXTURE UNIT PIPING DESIGNATIONS WASTE ABOVE GRADESTORM BELOW GRADESTORM ABOVE GRADE NONPOTABLE WATERSUMP PUMP DISCHARGESOFT WATERVENT PIPEWASTE BELOW GRADE SPDSWNPW DISINFECTED EFFLUENT WATERHOT WATERNATURAL GAS PIPINGHWDEWCOMPRESSED AIRCOLD WATERCACWG TEPID WATER HOT WATER RETURN TW HWR CALLOUTS, TAGS, AND GRAPHICS EQUIPMENT NUMBERTYPE OF EQUIPMENTType## KEY/SPECIFIC NOTE CALL-OUT SECTION NUMBERSECTION NOTATIONDRAWING THAT DETAIL ISSHOWN ONDETAIL LETTERDETAIL NOTATION ROOM IDENTIFICATION1 NAME9999 SECTION NUMBERDRAWING THAT SECTIONIS SHOWN ONDRAWING THAT SECTIONIS SHOWN ON DEMOLITION KEY NOTE CALL-OUTREVISION NOTE CALL-OUT1 A99-P5.01DETAIL TITLE 1##-P3.01SECTION TITLE DRAWING THAT DETAIL ISSHOWN ONDETAIL LETTER N A99-P5.01 NORTH ARROWEXISTING ELEMENTS (SHOWN SCREENED)DEMOLITION ELEMENTSHIDDEN ELEMENTS 199-P3.01 BREAK LINE TAGSGRAPHICS CALLOUTS STANDARD SYMBOLS & ABBREVIATIONS - 10 1200-G0.12A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADES DRAFT 6/17/26 790785780775770765 795800INFLUENT WETWELLVORTEX GRIT REMOVALEQUALIZATION BASIN 10" RW℄ EL. 771.75± 10" RW℄ EL. 780.45± RAW WASTEWATER PUMPS TW EL. 802.00±10" RW℄ EL. 791.00±EL. 790.00±EL. 793.25±12" RWIE 794.00±12" RWIE 793.50EL. 802.25±18" RWIE 789.75±TO AERATIONTANKSEL. 791.50±EL. 790.80± WSEL. 775.00± HYDRAULIC PROFILEHORIZONTAL SCALE: NONEVERTICAL SCALE: 1" = 5' SCREENING ROOMHAULED WASTE RECEIVING MH WSEL. 781.7718" RWIE 780.64±18" RWIE 780.48± WSEL. 781.756-INCH PARSHALL FLUMEWSEL. 780.75MFS10-01EL. 788.00± EL. 775.87± WS EL. 798.44WS EL. 798.25WS EL. 793.41EL. 789.75± 790785780775 18" FEIE 779.65±UVWEIREL. 785.50± 18" PE OUTFALL @MILWAUKEE RIVER18" PEIE 778.62± EL. 787.25± UV DISINFECTION1.82 MGDPOSTAERATION 18" PEIE 778.70± EL. 786.00±EL. 784.5818" PEIE 778.62± MH-2 EL. 784.58±V-NOTCH WEIRBOTTOM EL. 783.76±UVV-NOTCH WEIRTOP EL. 784.81± 770 795 AERATION TANKSMIXED LIQUOR SPLITTER STRUCTURE0.61 MGD + 0.2 MGD RAS EL. 791.25± EL. 775.08± EL. 786.00±EL. 790.25± IE 780.60 +/- (FINAL CLARIFIER NO. 1)IE 781.10 +/- (FINAL CLARIFIER NO. 2)IE 782.40 (FINAL CLARIFIER NO. 3)12" MLIE 771.08±765 800 HYDRAULIC PROFILEHORIZONTAL SCALE: NONEVERTICAL SCALE: 1" = 5' FINAL CLARIFIERSQ = 1.82 MGD + 0.6 MGD RAS 18" ML℄ EL. 783.9212" ML℄ EL. 783.92 EL. 787.59 wc*EL. 787.44 wc*EL. 787.29 wc*EL. 787.14 wc*18" ML℄ EL. 788.75WS EL. 787.75EL. 791.25WS EL. 787.60WS EL. 787.25 EL. 776.25± SHARP CRESTEDWEIR 787.50 AERATION TANK NO. 1AERATION TANK NO. 2AERATION TANK NO. 5AERATION TANK NO. 6WS EL.788.13 WS EL. 788.58WS EL. 788.43 WS EL.788.28 WS EL. 787.98 wc* WALL CUT V-NOTCHWEIR 787.08EL. 784.75±WS EL. 787.18WS EL. 786.42100 YR. FLOODEL. 780.20WSEL. 781.52WSEL. 781.52WEIREL. 786.12WSEL. 784.81± GENERALHYDRAULIC PROFILE 1300-G6.01A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADESGENERALHYDRAULIC PROFILE 1300-G6.01 GENERAL NOTES:1.HYDRAULIC PROFILE CALCULATED AT PEAKHOURLY FLOW OF 1.82 MGD FORWARD FLOW.MATCH LINE - SEE CONTINUATION BELOW LEFT MATCH LINE - SEE CONTINUATION ABOVE RIGHT DRAFT 6/17/26 5050 FORWARD FLOW SCHEMATICNO SCALE 1040 45 90 70 SG45-01SG45-02 TV70-01TV70-02 MFS10-01 SA10-01 SLG40-01DOW40-01SG40-01DOW40-02SG40-02STG40-01 SLG40-02SG40-03SG40-04 51 SG45-03 SG70-01 RWP90-01RWP90-02RWP90-03SG40-05SG40-05 SG70-02 MBS10-01STG10-01 FORWARD FLOW SCHEMATIC 1400-G6.02A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADESFORWARD FLOW SCHEMATIC 1400-G6.02 GENERAL NOTES:1.NOT ALL STRUCTURES AND PIPING ARE SHOWN.2.CAP THE SPARE 3/4" PRC LINE 12" OUTSIDE OFEXTERIOR TANK WALL. DRAFT 6/17/26 80 75 5050 9070 DP80-01 SP90-01SP90-02 6" TRUCKLOADINGDISCHARGESMP80-01SMP75-01 NOZZLEASSEMBLY(TYP.) NOZZLEASSEMBLY(TYP.) SLUDGECONTROLMANHOLE SUPERNATANTDRAWOFF VALVE(TYP. OF 4) ANDOVERFLOW PIPING BIOSOLIDS SCHEMATICNO SCALE SLUDGEDRAWOFFBOXALTERNATE SLUDGEDRAWOFF LOCATION DIGESTED SLUDGEDISCHARGE TOSTORAGE TANK 51 1040 RASP55-01 RASP55-03 RASP55-0255MMM TO MANHOLE 3C 6" DSL TO TRUCK LOADING INCONTROL BUILDING GARAGEFE55-04MMMOV55-01 SLG40-01SG40-01SG40-02SG40-04SG40-03SLG40-02DOW40-02DOW40-01STG40-01 TV70-01SG70-01TV70-02 SLG55-01 SLG55-02 FE55-01 FE55-02FE55-03 BIOSOLIDS SCHEMATIC 1500-G6.03A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADESBIOSOLIDS SCHEMATIC 1500-G6.03 NOT ALL STRUCTURES AND PIPING SHOWN.GENERAL NOTES: DRAFT 6/17/26 EEEE EEEE G 785 780 780 GGGFOFOFOE E 790 789790791792793794795796797798 788 788787 786 787786785786785 785787786785784 785 784785785 784785786787 787788790789 792791 790 XXX XXXXX XXX X F790 \\\\\\\\\\\\\ \\\\\\\\\\\ \\\\\\\\\\\ \\\\\\\\\\\ EEEEE EEEEE EEE EEEE EEE WETLANDWETLAND WETLAND WETLAND \\\\\\\\\\\\\\\\\\\ 1 CONTROLBUILDING FINALCLARIFIERNO. 2FINALCLARIFIERNO. 1 SLUDGE STORAGETANK NO. 1SLUDGE STORAGETANK NO. 2 INFLUENTWET WELLPRIMARY CLARIFIERSAERATIONTANKS EQUALIZATIONBASIN PUMPBUILDINGPUMPBUILDING HEADWORKSBUILDING GRIT HANDLINGBUILDINGGRIT HANDLING BUILDINGMAKE-UP AIR UNIT UVDISINFECTIONTANK XXXXXXXXXXXX B A A AEROBIC DIGESTERSB B C SLIDING GATE D 9010 5050 407025 20 15 GROUNDWATERMONITORING WELL 507580LEGEND:EXISTING ASPHALT PAVEMENTEXISTING SIDEWALK/CONCRETE PAVEMENTEXISTING GRAVELSTONE MULCH N 0102040PLANwww.DiggersHotline.comHearing Impaired TDD (800) 542-2289Milwaukee Area (414) 259-1181Toll Free (800) 242-8511A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADESSITEDEMOLITION PLAN 1505-D1.01 GENERAL NOTES:1.COBBLES AND BOULDERS EXPECTED AT EXCAVATION LOCATIONS.2.PAVEMENT AREAS SHOWN FOR REMOVAL ARE APPROXIMATE.3.SEE STRUCTURE DEMOLITION SHEETS FOR ADDITIONAL REQUIREMENTS.4.REFER TO SPECIFICATION SECTION 01 11 00 FOR INFORMATION ONCONSTRUCTION SEQUENCE.5.SEE YARD PIPING DEMOLITION DRAWINGS FOR PIPING AND MANHOLESTO BE REMOVED OR ABANDONED.6.PROTECT EXISTING STRUCTURES AS REQUIRED DURING EXCAVATIONFOR NEW WORK.DEMOLITION KEY NOTES:REMOVE EXISTING CHAIN LINK FENCE.REMOVE SAWCUT AND REMOVE EXISTING SIDEWALK AND BASE COURSE MATERIAL. (TYP.)SAWCUT AND REMOVE EXISTING PAVEMENT AND BASE COURSE MATERIAL. (TYP.)DEMOLISH EXISTING BIO-OXIDATION TOWER. SEE 1980 RECORD DRAWINGS DATED MAY 14, 1981 FOR DETAILED STRUCTURE INFORMATION.ABC D DRAFT 6/17/26 EEEE EEEE 785 780 FOFOFOE ESB2SB1 SB3 790 789790791792793794795796797798 788 788787 786 787786785786785 785787786785784 785 784785785 784785786787 787788790789 792791 790 BM-2 BM-1 BM-3 CP 10 CP 1CP 5 CP2456067.109591625.548786.312CP16456090.037591777.259788.277 CP11455966.588591774.39785.574CP10678 TEMP HUB455929.258591898.788785.947 CP6455853.751591715.244784.286 XXXXXXXXXX XXX X 790 EEEEE EEEEE EEE EEEE EEE WETLANDWETLAND WETLAND WETLAND5'40'20'10'0NPLAN 9010 5050 CONTROLBUILDINGFINALCLARIFIERNO. 2FINALCLARIFIERNO. 1 SLUDGE STORAGETANK NO. 1SLUDGE STORAGETANK NO. 2 AEROBICDIGESTERS EQUALIZATIONBASIN HEADWORKSBUILDING GRIT HANDLINGBUILDING GRIT HANDLING BUILDINGMAKE-UP AIR UNITEEEE EEEE 785 780 FOFOFOE ESB2SB1 SB3 790 789790791792793794795796797798 788 788787 786 787786785786785 785787786785784 785 784785785 784785786787 787788790789 792791 790 BM-2 BM-1 BM-3 CP 10 CP 1CP 5 CP2456067.109591625.548786.312CP16456090.037591777.259788.277 CP11455966.588591774.39785.574CP10678 TEMP HUB455929.258591898.788785.947 CP6455853.751591715.244784.286 XXXXXXXXXX XXX X 790 EEEEE EEEEE EEE EEEE EEE WETLANDWETLAND WETLAND WETLAND FINALCLARIFIERNO. 3 FINAL CLARIFIERNO. 4 (FUTURE)MIXED LIQUORSPLITTERSTRUCTURERAS/WASPUMPINGSTATION CHEMICALPHOSPHORUSREMOVALBUILDING UV DISINFECTION TANK SLIDING GATEUTILITY TRANSFORMER 7040AERATIONTANKS45 5551 MCC-15 GROUND GRID2'-0" BELOW GRADE MPZ-60-01 GROUND GRID2'-0" BELOW GRADE INFLUENTWET WELL 1 20 15 8075 6065 2 www.DiggersHotline.comHearing Impaired TDD (800) 542-2289Milwaukee Area (414) 259-1181Toll Free (800) 242-8511A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADESSITELOCATION & GRADING PLAN 1605-C1.01 GENERAL NOTES:1.BURIED ELECTRIC CABLES SHOWN AT THE GRIT HANDLING BUILDING, UVDISINFECTION TANK, AND SERVICE BUILDING INSTALLED AS A PART OFCONTRACTS 1-2017 AND 1-2019. NOT ALL BURIED ELECTRIC CABLES ONSITE ARE SHOWN.KEY NOTES:MANUAL 16-FEET WIDE SLIDE GATE. PROVIDE 4' WIDE PEDESTRIANSERVICE GATE ADJACENT TO THE MAIN VEHICLE ACCESS GATE.NEW BLOWER PAD. SEE DRAWING 70-ASM1.01 FOR DETAILS.1G99-C5.012 DRAFT 6/17/26 5'40'20'10'0NPLAN 10" RWIE 795.63±12" RWIE 793.50±12" RWIE 794.00± 10" RW℄EL 791.00± 2" NPW℄EL 791.54±4" GR℄EL 791.28±2" NPW℄EL 791.54±4" GR℄EL 791.28±2" NPW℄EL 790.00±4" PDP℄EL 787.00±2" W6" SANIE 782.00±6" DIE 784.17±2" NPW℄EL 782.50± 9010 RECEIVING MANHOLERIM EL 788.00±18" RW, IE 780.64± NE18" RW, IE 780.64± SW6" SAN, IE 781.25± N MH-3BRIM EL 790.24±18" RW, IE 780.70± E18" RW, IE 780.70± W18" RW, IE 781.61± NE 10" RWIE 789.00±12" ML6" RAS ℄EL 773.00±18" RW IE 784.25 MH-3CRIM EL 793.98±18" RW IE 780.84± E18" RW IE 780.84± SE18" RWIE 789.50±18" PRIIE 787.92± 8" A ℄EL 788.50± 8" RAS℄EL 782.00±6" RASEL 771.08±12" ML℄EL 771.08±505012" SE IE 781.10± RIM EL 784.40±6" DSL N EL 778.66±6" DSL S EL 778.66±8" D N IE 778.02±8" D SE IE 778.65±2" SPD W EL 779.50±8" OF/DS E IE 778.52± 1" PEC1" CL 8" DIE 778.85±18" SEIE 781.15±18" PEIE 780.20±1.5" A6" DSEL 778.50±6" DSLEL 778.66± 1" NG1" NG1.5" A 10" RW(F)℄EL 788.67± 6" DIE 782.39± 10" RW(F)℄EL 779.34± 18" PIIE 780.48±6" SCM8" D 775.47± 6" DSL℄EL 781.33+/-6" ML 6" ML℄EL 781.33±8" A ℄ EL 782.92± 70 EEEE EEEE G 785 780 GGGFOFOE E 790 789790791792793794795796797798 788 788787 786 787786785786785 785787786785784 785 784785785 784785786787 787788790789 792791 790 XXXXXXXXXX XXX X F790 EEEEE EEEEE EEE EEEE EEE WETLANDWETLAND WETLAND WETLAND FINALCLARIFIERNO. 3 FINAL CLARIFIERNO. 4 (FUTURE)MIXED LIQUORSPLITTERSTRUCTURERAS/WASPUMPINGSTATION CHEMICALPHOSPHORUSREMOVALBUILDING UV DISINFECTION TANK 12" ML ℄EL 768.83 12" ML℄EL 783.004518" ML℄EL 783.92 6" RAS℄EL 771.084" WAS ℄EL 780.756" RAS ℄EL 780.75 4" WAS ℄ EL 786.0018" RW IE 785.006" RAS ℄EL 783.75 SLUDGE CONTROL MH 55 1 1.5" NG8" D, E SLIDING GATE MH-2RIM EL 786.00±18" PE, IE 778.62± S18" PE, IE 778.62± W 12" SE ℄EL 782.406" RAS ℄EL 770.75 8" D 40 6" SCMIE 782.00±12" SEIE 780.60± 18" SEIE 780.60± 12" ML ℄EL 771.08±6" ℄EL 783.75±ML6" ℄EL 776.50±ML6" RAS ℄EL 771.08±3" A ℄EL 785.33±6" DSL ℄EL 778.92± 4" WAS℄EL 783.756" RAS ℄EL 783.75CONTROLBUILDING FINALCLARIFIERNO. 2FINALCLARIFIERNO. 1 SLUDGE STORAGETANK NO. 1SLUDGE STORAGETANK NO. 2 INFLUENTWET WELLAEROBIC DIGESTERSAERATIONTANKS EQUALIZATIONBASIN HEADWORKSBUILDING GRIT HANDLINGBUILDING 51 UTILITY TRANSFORMER8" A TO/FROMOUTDOORBLOWERS 6" A TOAERATION TANK NO. 3BLOWER NO. 1BLOWER NO. 26" A TO AERATION TANK NO. 68" A TO/FROM AIR CONTROL MANHOLE MANHOLE 3A (ABANDONED)RIM 786.25 +/-12" W (IE UNKNOWN) PREVIOUSLY CONNECTED TO MH-218" N (IE UNKNOWN) PREVIOUSLY CONNECTED TO MH-3B12" E (IE UNKNOWN) 218" MLEL 788.506" RAS ℄ EL 783.75 6" DSL EL 786.006" DS IE 782.17 8" SAN IE 782.25± NW 6" DSL HAULED WASTE18" RW℄EL 787.50±18" RW℄EL 786.00± ℄℄℄ 65 B05-01B05-026" SCM℄ EL 784.008" D IE 781.67 33/4" PRC (2) ℄EL 784.008" RAS IE 781.67± (ABANDONED) 6" SCM IE 784.25 3/4" PRC(4)℄EL 780.0± GROUND WATERMONITORING WELLRIM EL. 788.25± 6" SCMIE 778.90SCUM DECANT MANHOLERIM EL 787.906" SCM N IE 784.006" D W IE6" SCM NE IE 784.006" SCM E IE 784.00 18" RW℄EL 786.00± 8" OF/DSIE 778.95± 3/4" PRC(2) ℄EL 786.0 SLIDE GATE www.DiggersHotline.comHearing Impaired TDD (800) 542-2289Milwaukee Area (414) 259-1181Toll Free (800) 242-8511A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADESSITEYARD PIPING PLAN 1705-M1.01 GENERAL NOTES:1.COBBLES AND BOULDERS EXPECTED AT EXCAVATION LOCATIONS.2.UNLESS OTHERWISE NOTED IN THE CONSTRUCTION SEQUENCE OR ON THE DRAWINGS,ALL EXISTING PIPING SHALL REMAIN IN SERVICE UNTIL EXISTING STRUCTURES AREREMOVED FROM SERVICE.3. SEE SITE LOCATION FOR BENCHAMARK INFORMATION4.THESE DRAWINGS DO NOT INDICATE ALL PIPE FITTINGS REQUIRED TO INSTALL YARDPIPING AS SHOWN. CONTRACTOR IS RESPONSIBLE FOR DETERMINING AND PROVIDINGALL REQUIRED FITTINGS.5.LOCATIONS AND ELEVATIONS OF EXISTING PIPING, BUILDINGS, ELECTRICAL SERVICE,AND OTHER SITE FEATURES ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY. NOTALL EXISTING YARD PIPING SHOWN FOR CLARITY. REFER TO EXISTING DRAWINGS.CONTRACTOR SHALL FIELD VERIFY DEPTHS AND LOCATIONS OF EXISTING PIPING PRIORTO INSTALLING NEW PIPING THAT CONNECT TO EXISTING.6.PROVIDE MINIMUM 6'-0" COVER OVER ALL NEW PIPING OR PROVIDE INSULATION PERDETAIL .7.CONTRACTOR SHALL CONTACT APPROPRIATE AGENCIES FOR UTILITY LOCATIONS.8.FOR EXISTING PIPING TO BE ABANDONED, SEE SPECIFICATIONS FOR ABANDONMENTPROCEDURES.9.PIPING SHOWN TO BE ABANDONED MAY BE REMOVED AT THE CONTRACTOR'S OPTION ATNO ADDITIONAL COST TO OWNER.10.AT PIPE CROSSINGS ON ALL SCHEMATIC AND PIPING PLANS, THE PIPE THAT IS BROKENDOES NOT NECESSARILY DESIGNATE THE RELATIVE LOCATION OF THE PIPES WITHRESPECT TO EACH OTHER.11.NOT ALL PIPE ELEVATIONS AT STRUCTURES SHOWN. SEE STRUCTURAL DRAWING ANDEXISTING PLANT DRAWINGS FOR ELEVATIONS.12.ALL PIPING 14" AND LARGER SHOWN WITH DOUBLE LINES. ALL OTHER PIPING ARE SHOWNSINGLE LINE.13.UNLESS OTHERWISE NOTED OR SPECIFIED, ALL YARD PIPING SHALL BE DUCTILE IRON.SEE SPECIFICATIONS REQUIRED TO INSTALL YARD PIPING AS SHOWN. CONTRACTOR ISRESPONSIBLE FOR DETERMINING AND PROVIDING ALL REQUIRED FITTINGS.KEY NOTES:PROVIDE BLIND FLANGE AT 10" RW WALL PIPE IN EQUALIZATION BASIN.ELEVATION AND LOCATION OF EXISTING 12" ML PIPES IS GENERALLY UNKNOWN.CONTRACTOR SHALL POTHOLE EXISTING ML PIPES PRIOR TO INSTALLATION OFNEW ML PIPING.SEE DRAWING 70-ASM1.01 FOR AIR PIPING CONTINUATION.PROVIDE INSULATION ON 6" SCUM PIPING FROM FINAL CLARIFIER NO. 3 TO SCUM DECANTMANHOLE, FROM FINAL CLARIFIER NOS. 1 AND 2 SCUM BOX TO SCUM DECANT MANHOLE,AND FROM SCUM DECANT MANHOLE TO AEROBIC DIGESTER NO. 2.123 x99-ASM.xx 4 DRAFT 6/17/26 EEEE EEEE FOFOFOE ESB2SB1 SB3 BM-2 BM-1 BM-3 CP 10 CP 1CP 5 CP2456067.109591625.548786.312CP16456090.037591777.259788.277 CP11455966.588591774.39785.574CP10678 TEMP HUB455929.258591898.788785.947 CP6455853.751591715.244784.286 XXXXXXXXXX XXX X EEEEE EEEEE EEE EEEE EEE WETLANDWETLAND WETLAND WETLAND5'40'20'10'0NPLAN 90 10 5050 CONTROLBUILDINGFINALCLARIFIERNO. 2FINALCLARIFIERNO. 1 SLUDGE STORAGETANK NO. 1SLUDGE STORAGETANK NO. 2 AEROBICDIGESTERS EQUALIZATIONBASIN HEADWORKSBUILDING GRIT HANDLINGBUILDING GRIT HANDLING BUILDINGMAKE-UP AIR UNITEEEE EEEE FOFOFOE ESB2SB1 SB3 BM-2 BM-1 BM-3 CP 10 CP 1CP 5 CP2456067.109591625.548786.312CP16456090.037591777.259788.277 CP11455966.588591774.39785.574CP10678 TEMP HUB455929.258591898.788785.947 CP6455853.751591715.244784.286 XXXXXXXXXX XXX X EEEEE EEEEE EEE EEEE EEE WETLANDWETLAND WETLAND WETLAND FINALCLARIFIERNO. 3 FINAL CLARIFIERNO. 4 (FUTURE)MIXED LIQUORSPLITTERSTRUCTURERAS/WASPUMPINGSTATION CHEMICALPHOSPHORUSREMOVALBUILDING UV DISINFECTION TANK SLIDING GATEUTILITY TRANSFORMER 7040AERATIONTANKS45 5551 MCC-15 GROUND GRID2'-0" BELOW GRADE MPZ-60-01 GROUND GRID2'-0" BELOW GRADE INFLUENTWET WELL 20 15 8075 6065 MCC-15SCC-15 MCC-2MCC-1MASTER CONTROL PANEL www.DiggersHotline.comHearing Impaired TDD (800) 542-2289Milwaukee Area (414) 259-1181Toll Free (800) 242-8511 SITEELECTRICAL PLAN 1805-E1.01 GENERAL NOTES: 1. KEY NOTES:1 A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADES DRAFT 6/17/26 XXXXXX XXXXXXXX X N FLOOR PLAN @EL. 787.501'8'4'2'0 CBSA10-012" SASCREENING ROOMMONORAIL AND TROLLEYEH DJ 10" RW (F) EL. 780.45± DUMPSTER ROOMG 6" DIE. 782.50±6" DIE. 782.50±10" RW (F) EL. 788.67± EL. 787.75±SCREENING ROOM 110-D1.01SECTION1'8'4'2'0 6" DIE. 782.50± EL. 774.70±EL. 777.25±EL. 778.25±EL. 781.75±EL. 778.15EL. 778.68 DUMPSTER ROOM10" RW EL. 788.67± F AMONORAIL AND TROLLEY N FLOOR PLAN @EL. 781.621'8'4'2'0 WEIRSCREENING ROOMDUMPSTER ROOM F E FOR CONTINUATION SEE DRAWING 90-D1.01 18" PIIE. 780.48±EXISTINGMECHANICALFINE SCREEN 12" PARSHALLFLUME 6" SCM8" DIE. 775.47± HEADWORKS BUILDINGDEMOLITION PLAN AND SECTION ----10-D1.01A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADESHEADWORKS BUILDINGDEMOLITION PLAN AND SECTION ----10-D1.01 AGENERAL DEMOLITION NOTES:1.REFER TO SPECIFICATION SECTION 01 11 00 FOR INFORMATION ON GENERAL CONSTRUCTION SEQUENCING.2.EXISTING INFORMATION SHOWN ON DRAWINGS WAS OBTAINED FROM FIELD MEASUREMENTS AND EXISTING DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ACCURACY OF EXISTING INFORMATION AS REQUIRED FOR NEW CONSTRUCTION.3.SEE SPECIFICATIONS SECTION 40 23 10 AND DETAILS FOR PIPE PENETRATIONS THROUGH EXISTING WALLS.4.AT PIPE CROSSINGS ON ALL SCHEMATIC AND PIPING PLANS, THE PIPE THAT IS BROKEN DOES NOT NECESSARILY DESIGNATE THE RELATIVE LOCATION OF THE PIPES WITH RESPECT TO EACH OTHER.5.PIPING DESIGNATED TO BE ABANDONED MAY BE REMOVED AT THE CONTRACTOR'S OPTION AT NO ADDITIONAL COST TO OWNER.6.HOLES AND OPENINGS FROM PIPING, EQUIPMENT, PIPE HANGERS ETC. SHALL BE FILLED WITH NON-SHRINK GROUTOR AS SHOWN OR SPECIFIED. HOLES AND OPENINGS IN CONCRETE WALLS AND FLOORS TO REMAIN SHALL BE FILLED WITH NON-SHRINK GROUT OR 4000 PSI CONCRETE TO ACHIEVE A WATERTIGHT SEAL FOR HOLES LARGER THAN 10 INCHES IN ANY DIMENSION. PROVIDE 4~#4" ADHESIVE ANCHORED DOWELS EMBEDDED 4" WITH HYDROPHILIC WATERSTOP ALL AROUND.7.REMOVE ALL EXISTING ELECTRICAL EQUIPMENT AND MATERIALS ASSOCIATED WITH THE ITEMS BEING REMOVED, AS WELL AS ALL EXISTING ELECTRICAL DEVICES, EQUIPMENT, WIRING, EXPOSED CONDUIT, AND MATERIALS NOT BEING REUSED. CONCEALED CONDUIT NOT BEING REUSED SHALL BE PLUGGED AND ABANDONED IN PLACE.8.WHERE EXISTING WALL AND ROOF PENETRATIONS ARE NOT BEING REUSED FOR NEW WORK, PATCH EXISTING WALL AND ROOF PENETRATIONS TO MATCH EXISTING.9.UNLESS INSTRUCTED OTHERWISE, THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, AND FEES REQUIRED FOR INSTALLATION OF ALL THE WORK, INCLUDING AND ALL AGENCIES HAVING JURISDICTION OVERSERVICES TO THIS BUILDING.10.SEE SPECIFICATION SECTION 02 41 00 - DEMOLITION FOR A DESCRIPTION OF ANY ADDITIONAL REQUIREMENTS FORITEMS TO BE DEMOLISHED, ABANDONED, OR REMOVED.11.DRAWINGS DO NOT NECESSARILY CALL OUT ITEMS REQUIRING DEMOLITION, REMOVAL, OR PATCHING. DEMOLITION,REMOVAL, CUTTING, PATCHING, AND OTHER WORK NECESSARY TO ACCOMMODATE NEW CONSTRUCTION SHALL BEPROVIDED AS PART OF THE CONTRACT. WHERE NOT SHOWN, ALL DEMOLITION, REMOVAL, CUTTING, PATCHING, ANDOTHER WORK NECESSARY TO ACCOMMODATE NEW CONSTRUCTION SHOWN SHALL BE PROVIDED AS PART OF THECONTRACT.12.WHERE BOLTS AND SUPPORTS ARE REMOVED FROM CONCRETE, PATCH SMOOTH WITH NON-SHRINK GROUT.13.REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION AND MODIFICATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS NOT LISTED HERE. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT ARE NOT SHOWN IN PLAN VIEWS.14.WHERE DEMOLITION EXPOSES EXISTING REINFORCEMENT AND/OR PRODUCES A ROUGH CONCRETE SURFACE, BURN BACK REINFORCING 2" MIN. AND PATCH SURFACE WITH NON-SHRINK GROUT.15.REFER TO SPECIFICATION SECTION 26 09 90 DEMOLITION I/O LISTINGS FOR WIRING DEMOLITION ASSOCIATED WITHTHE SCADA SYSTEM.16.NOT ALL EXISTING EQUIPMENT OR CONDUIT SHOWN. ALL LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING STRUCTURES, EQUIPMENT, AND CONDUIT.17.WALL AND SLAB CONCRETE REMOVAL SHALL BE MADE WITH SAW-CUTS.18.PIPING SHOWN AS ABANDONED OR DEMOLISHED SHALL BE KEPT IN SERVICE AS REQUIRED TO MAINTAIN TREATMENT CAPACITY. SEE SPECIFICATION SECTION 01 11 00 FOR DETAILS OF CONSTRUCTION SEQUENCE.19.RETURN STOP PLATES SHOWN DEMOLISHED OR ABANDONED TO OWNER. DEMOLITION KEY NOTES:PROTECT EXISTING 10-INCH FORCEMAIN TO REMAIN.RELOCATE EXISTING SAMPLER TO LOCATION SHOWN ON 10-ASM1.01.DEMOLISH EXISTING METAL FRAMING AND SAWCUT WALL AT OPENING AS REQUIRED FOR NEW SCREEN. COORDINATE SAWCUT SIZE AND LOCATION WITH SCREEN MANUFACTURER. BURN BACK EXPOSED REBAR 2" AND PLUG WITH NON-SHRINK GROUT.MODIFY EXISTING HANDRAIL AND PLATFORM AS REQUIRED FOR INSTALLATION OF NEW MECHANICAL FINE SCREEN.REMOVE EXISTING MECHANICAL FINE SCREEN AND ASSOCIATED ELECTRICAL CONTROLS.SAWCUT AND REMOVE CONCRETE SLAB AND CHANNEL WALLS. BURNBACK EXPOSED REBAR 2" AND PLUG WITH NON-SHRINK GROUT.PROTECT EXISTING MONORAIL AND TROLLEY DURING DEMOLITION OFEXISTING TRUSS ROOF.DEMOLISH THE EXISTING UNIT HEATER SUPPORTED AT THE EXISTINGTRUSS ROOF.DEMOLISH THE EXISTING PENDANT MOUNTED LIGHT FIXTURE SUPPORTED AT THE EXISTING TRUSS ROOF.DEMOLISH EXISTING TRUSS ROOF AND ALL ROOF MEMBERS.CONTRACTOR SHALL REMOVE ALL PIPING, EQUIPMENT, ELECTRICALCONDUIT, AND APPURTENANCES MOUNTED ON OR ROUTEDTHROUGH ROOF SPACE. REMOVE CONDUIT TO SOURCE. BCDEFGHJK DRAFT 6/17/26 N FLOOR PLAN @EL. 787.501'8'4'2'0 2" SA EWP 250/600 KAF109-K5-180 DUMPSTER ROOMSCREENING ROOM 2SA10-01 10" RW (F) EL. 780.45±6" DIE 782.50±10" RW (F) EL. 788.67± 110-ASM5.01 EL. 787.75± 110-D1.01SECTION1'8'4'2'0EL. 774.70±EL. 777.25±EL. 778.25±EL. 781.75±EL. 778.15EL. 778.68± MONORAIL AND TROLLEY 3 3 DUMPSTER ROOMSCREENING ROOM 6" DIE. 782.50±EL. 778.40 10" RW (F)CL EL.788.67±EL. 780.25± N FLOOR PLAN @EL. 781.621'8'4'2'0 WEIRDUMPSTER ROOMSCREENING ROOM3 MANUALBAR SCREENMFS10-01 FOR CONTINUATION, REFERTO DRAWING 90-ASM1.01 18" PIIE. 780.48±210-ASM5.01STG10-01 HEADWORKS BUILDINGPLANS AND SECTION ----10-ASM1.01A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADESHEADWORKS BUILDINGPLANS AND SECTION ----10-ASM1.01 KEY NOTES:EXISTING 10-INCH FORCEMAIN TO REMAIN. PREPARE ANDPAINT EXISTING 10" FORCEMAIN IN DUMPSTER ROOM.RELOCATE EXISTING SAMPLER TO LOCATION SHOWN.PROVIDE COMPACTED FILL AS SPECIFIED. GENERAL NOTES:1.123 DRAFT 6/17/26 EL. 787.75± 110-D1.01SECTION1'8'4'2'0EL. 774.70±EL. 777.25±EL. 778.25±EL. 781.75±EL. 778.15EL. 778.68± MONORAIL AND TROLLEY 3 3 DUMPSTER ROOMSCREENING ROOM 6" DIE. 782.50±EL. 778.40 10" RW (F)CL EL.788.67±EL. 780.25± EL 774.70± EL 787.75±EL 783.25±8" RW (F)℄ EL. 788.67±10" RW (F)℄ EL. 780.45± 110-D3.01SECTION1'8'4'2'0 2" A 2" A ADETAILNO SCALE ----10-ASM5.01A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADES ----10-ASM5.01 KEY NOTES:EXISTING 10-INCH FORCEMAIN TO REMAIN. PREPARE ANDPAINT EXISTING 10" FORCEMAIN IN DUMPSTER ROOM.RELOCATE EXISTING SAMPLER TO LOCATION SHOWN.PROVIDE COMPACTED FILL AS SPECIFIED. GENERAL NOTES:1.123 DRAFT 6/17/26 N ELECTRICAL PLAN1'8'4'2'0 EWP 250/600 KAF109-K5-180 DUMPSTER ROOMSCREENING ROOMWP,GFISA-10-01SA-10-011 JSA-10-01JUNCTION BOX15 JJ CS10-01SWP-10-01(HOA,ESPB,RST,R)CS10-02MFS-10-01(HOA,ESPB,RST,R)LI10-01RINTRINSICALLY SAFELI10-02RINTRINSICALLY SAFESS22 FLOAT SWITCHJUNCTION BOX4LEVEL TRANSMITTERJUNCTION BOX2LT10-01R2 LT10-02RMFS-10-01SWP-10-01SV-10-01INTRINSICALLYSAFEINTRINSICALLYSAFE2LSH10-01FINTRINSICALLYSAFE34 SV-10-02 HEADWORKS BUILDINGPLANS AND SECTION ----10-ASM1.01A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADESHEADWORKS BUILDINGPLANS AND SECTION ----10-ASM1.01 KEY NOTES:PROVIDE NEMA 4X, STAINLESS STEEL JUNCTION BOX FORTERMINATION OF SAMPLER CONTROL CABLES. PROVIDEMANUFACTURER-FURNISHED CABLE IN 3/4" CONDUIT FROMSAMPLER TO JUNCTION BOX. JUNCTION BOX SHALL BEFURNISHED BY SECTION 26 09 00 SYSTEM SUPPLIER.PROVIDE NEMA 4X STAINLESS STEEL JUNCTION BOX FORTERMINATION OF TRANSMITTER CABLE. PROVIDEMANUFACTURER- FURNISHED CABLE IN 3/4" CONDUIT FROMTRANSMITTER TO JUNCTION BOX AND FROM JUNCTION BOX TOASSOCIATED INDICATOR. JUNCTION BOX SHALL BE FURNISHEDBY SECTION 26 09 00 SYSTEM SUPPLIER.FLOAT SWITCH SHALL BE MOUNTED SUCH THAT IT CANNOTTOUCH CHANNEL WALL.PROVIDE NEMA 4X STAINLESS STEEL JUNCTION BOX FORTERMINATION OF FLOAT SWITCH CABLE. PROVIDEMANUFACTURER-FURNISHED CABLE IN 1" CONDUIT FROM EACHFLOAT SWITCH TO JUNCTION BOX. PROVIDE SEAL-OFF FITTINGON CONDUIT BETWEEN JUNCTION BOX AND SCC-1. JUNCTIONBOX SHALL BE FURNISHED BY SECTION 26 09 00 SYSTEMSUPPLIER.ALL ELECTRICAL WORK AND EQUIPMENT IN THE HEADWORKSBUILDING SHALL BE RATED FOR A CLASS I, DIVISION 1, GROUPSC AND D LOCATION. GENERAL NOTES: 1.REFER TO SPECIFICATION SECTION 26 09 90 FOR WIRING ASSOCIATED WITHTHE SCADA SYSTEM.2.ALL 480V EQUIPMENT ON THIS SHEET SHALL BE POWERED FROM MCC-1,UNLESS OTHERWISE NOTED.3.ALL 120/208V EQUIPMENT ON THIS SHEET SHALL BE POWERED FROM PANEL ?,UNLESS OTHERWISE NOTED.12345 DRAFT 6/17/26 XXXXXXX XXXXXXXXXXXXX XXXXXX XXXXXXXX XXXXXX XXXXX XXXXXX XXXXXX XXXXXX XXXXXX XXXXXX X XXXXXXXXX NPLAN1'8'4'2'0 10" OFIE 785.46± 6" PRSEL 778.92± 18" PRIIE 787.92± BAFFLEBAFFLE10" SCUMTROUGHWEIRS PRIMARY CLARIFIER BIO-OXIDATION TOWER STOP GATES E18"x38" STOP GATEXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXX XXXX FF 25 GH HA 10" SCMIE 789.92± 10" RWIE 789.00± C PN J KXXXXXXXM LB 125-D3.01A A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADES GENERAL NOTES:1.SEE GENERAL NOTES ON DRAWING 10-D1.01.DEMOLITION KEY NOTES:REMOVE EXISTING PRIMARY CLARIFIER COLLECTOREQUIPMENT AND APPURTENANCES, INCLUDING, BUT NOTLIMITED TO DRIVE UNITS, DRIVEN SPROCKET, DRIVECHAIN, CHAIN TIGHTENER, COLLECTOR CHAINS, FLIGHTS,WEAR SHOES, SPROCKETS, SHAFTING, WALL BEARINGS,SPROCKET BEARING SLEEVES, RETURN TRACKS ANDSUPPORT BRACKETS, DEFLECTOR ANGLES AND SUPPORTS, FLOOR WEAR TRACKS, WIRING AND CONDUIT TO SOURCE, AND REVOLVING SCUM SKIMMER.CORE HOLE IN TANK WALL FOR NEW 4" WAS PIPING. SEE"M" SHEETS FOR PIPING LOCATION.DEMOLISH EXISTING SUBMERSIBLE PUMPS, PIPING, ANDALL ASSOCIATED APPURTENANCES.DEMOLISH EXISTING SLUDGE AND SCUM COLLECTORMECHANISM.DEMOLISH EXISTING FILLET IN PRIMARY CLARIFIER.CORE HOLE IN TANK WALL FOR NEW 8" DIGESTER SUPERNATANT PIPING (TYP.OF 2). SEE "M" DRAWINGSFOR NEW PIPING LOCATION.CORE HOLE IN TANK WALL FOR NEW 6" PIPING. SEE "M"SHEETS FOR NEW PIPING LOCATION.DEMOLISH EXISTING TELESCOPING VALVE AND COREHOLE IN TANK WALL FOR NEW 6" PIPING. SEE "M" SHEETSFOR NEW PIPING LOCATION.SAWCUT AND REMOVE WALL DOWN TO EL. 781.92±SAWCUT AND REMOVE TROUGH.REMOVE GRATING.REMOVE EXISTING HANDRAIL.REMOVE EXISTING STOP PLATE AND FRAME.REMOVE EXISTING BAFFLES, SUPPORTS, AND HARDWARE. ABCDEFHGJKLMNP PRIMARY CLARIFIER AND BIO-OXIDATION TOWERDEMOLITION PLAN ----25-D1.01 DRAFT 6/17/26 B 1'8'4'2'0125-D3.01SECTIONEL. 776.25±782.08± EL. 778.67±EL. 781.92± EL. 789.75±8" RAS℄ EL 782.08± 6" PRS℄ EL 778.67±18" RWIE 787.92±A XXXXXXX XXXXXX XXXXXXXXX XXXXXX XXXXXXXX XXXXXX XXXXXXXX XXXXXX XXXXXXX X XXXXXXX XXXXXX XXXXXXXXX XXXXXX XXXXXXXX XXXXXX XXXXXXXX XXXXXX XXXXXXX X XXXXXXX XXXXXX XXXXXXXXX XXXXXX XXXXXXXX XXXXXX XXXXXXXX XXXXXX XXXXXXX XXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXX XX X 10" SCMIE 789.92±EDE BIO-OXIDATION TOWERC EL. 792.67± AEROBIC DIGESTERSDEMOLITION SECTION ----25-D3.01A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADESAEROBIC DIGESTERSDEMOLITION SECTION ----25-D3.01 GENERAL NOTES:1.ONE2.TWODEMOLITION KEY NOTES:SAWCUT AND REMOVE TOP 12" OF SLOPED CONCRETE FILL.SAWCUT AND REMOVE SLAB.BIO-OXIDATION TOWER ONLY SHOWN IN PART. SEE 1980RECORD DRAWINGS DATED MAY 14, 1981 FOR DETAILEDSTRUCTURE INFORMATION.REMOVE PUMPING EQUIPMENT, BASE ELBOW, PIPING, GUIDERAILS, SUPPORTS, WIRE AND CONDUIT BACK TO SOURCE.PRESSURE WASH ENTIRE INTERIOR SURFACE OF WET WELLAFTER REMOVAL OF ALL EQUIPMENT AND REMOVE ANYACCUMULATED GRIT/SEDIMENT. REPORT AND DAMAGE ORFAILING CONCRETE AREAS TO ENGINEER. ABCDE DRAFT 6/17/26 XXXXXXX XXXX XXXXXXXXX XXXX XXXXX XXXXXXXX XXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXX XXXXXXXXXX XXXXXXXXX XXXXXXX XXXXXXX XXXXXXX XXXXXXX XX XXXXXXXXXXXXXXX XXXXXXXXXX XX XXXXXXXXX XX XXXXXXXXX XX XXXXXXXXX XX XXXXXXXXX XXXXXXXXXXX X XXXXXXXXXXX X XX XX XXXXXXXX XX XXXXXX XX XX XXXXXXXX XX XXXXXX XX XX XXXXXXXXXXXX XX XXXXXXX XXXXXXXXXX XXX XXXXXXXX XXXXXXX XXXX XXXXXXXXXXX XXXXXX XXXXXXXX XXXXXXXXXXXXX XXXXX XX XXXXXXXXXXXXXXXX XXXXXXXXXXXXXXX X N LOWER LEVEL PLAN1'8'4'2'0 AERATION TANK NO. 1 AERATION TANK NO. 2 AEROBIC DIGESTER NO. 2 AEROBIC DIGESTER NO. 4 AEROBIC DIGESTER NO. 1 AEROBIC DIGESTER NO. 3 6" ML℄ 784.00± 6" ML℄EL 776.50± 4" DSIE 781.25±AERATION PIPING WITHINAEROBIC DIGESTERS NOTSHOWN FOR CLARITY8" A ℄ EL.788.50± BIO-OXIDATION TOWERRAS TROUGH TOAERATION TANKS FLOW SPLITTER GATE FLOW SPLITTER GATE3" A℄ EL. 785.33±6" RAS℄EL. 773.00±RAS TROUGH TOAEROBIC DIGESTERRAS TROUGH TOAERATION TANKS FINAL CLARIFIER RAS TROUGHTO AEROBIC DIGESTERS FINAL CLARIFIER RASTROUGH TO AERATION TANKS 4" DSIE 781.00± ℄ EL. 781.00± ML TROUGH TO FINAL CLARIFIER,NO. 1 AND NO. 2 STOP PLATES DC C D D B B B H C 6" A℄ EL. 794.17±FROM BLOWERS4" A℄ EL. 794.17± 4" A℄ EL. 794.17± 2'-0" SLIDE GATE(TYP. OF 2) H A A 4" ML℄ EL. 776.25± (TYP.) B CB STAINLESSSTEEL PIPEB 6" RAS℄EL. 773.00±12" ML℄EL. 786.75± F F STOP PLATE JG G E B EL. 792.92±EL. 791.25±10" SCM IE 788.92± 14" MLIE 779.75±EXISTING 6'-0" WIDEBRIDGE 140-ASM3.01 10" SCMIE 789.92± J SG40-06SG40-05(2) ~ 3/4" PRC AERATION TANKDEMOLITION PLAN ----40-D1.01A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADESAERATION TANKDEMOLITION PLAN ----40-D1.01 GENERAL DEMOLITION NOTES:1.SEE GENERAL DEMOLITION NOTES ON DRAWING 10-D1.01DEMOLITION KEY NOTES:CORE HOLE AT CL EL. 783.75 FOR NEW 6" RAS PIPE PENETRATION.SAWCUT AND REMOVE CONCRETE WALL. SEE DRAWING 40-D3.01.REMOVE SUPERNATANT VALVES, OPERATORS, SUPPORTS, HARDWARE, AND ALL ASSOCIATED PIPING AND APPURTENANCES.REMOVE TROUGH, STOP GATES, GUIDES, PIPING, AND SUPPORTS.LOCATION AND ELEVATION OF EXISTING PIPES ARE GENERALLY UNKNOWN. CONTRACTOR SHALL FIELD VERIFY ELEVATION AND LOCATION OF EXISTING PIPE.CONNECTION TO 8" AIR MAIN AND AIR CONTROL MANHOLE.SAWCUT EXISTING ML AND RAS FLUME CHAMBER. CONTRACTOR SHALL SUPPORT PORTION OF STRUCTURE TO REMAIN AS REQUIREDTO PERFORM DEMOLITION. DEMOLITION SHALL INCLUDE, BUT NOT LIMITED TO CONCRETE CHANNEL, GRATING AND SUPPORTS, RAILING,PARSHALLFLUMES, LEVEL MEASUREMENT DEVICES AND ASSOCIATED CONDUIT AND WIRING, GATES, AND ASSOCIATED ANCHOR BOLTS AND APPURTENANCES.CORE HOLE AT CL EL. 788.50 FOR 18" ML PIPE.DEMOLISH CPR PIPING, VALVES, SUPPORTS, AND ANY ANCILLARY EQUIPMENT. ABCDEFGHJ DRAFT 6/17/26 SLG40-02 SLG40-01 SG40-04DOW40-02 ℄ ℄ ℄ ℄ SG40-03 ℄ ℄ SG40-02SG40-011 N LOWER LEVEL PLAN1'8'4'2'0 ℄ 22 DOW40-01 12 AERATION TANK NO. 3AERATION TANK NO. 2AERATION TANK NO. 1 AERATION TANK NO. 6AERATION TANK NO. 5AERATION TANK NO. 4 SG40-06SG40-05 STG40-01 AERATION TANKPLAN ----40-ASM1.01A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADESAERATION TANKPLAN ----40-ASM1.01 KEY NOTES:FILL EXISTING CORED HOLE WITH 4000 PSI CONCRETE OR NON-SHRINK GROUT AS SPECIFIED.FILL EXISTING STOP PLATE OPENING WITH 4000 PSI CONCRETE.PROVIDE MINIMUM OF 2'-0" WIDE SECTION OF REMOVABLE HANDRAIL.123 DRAFT 6/17/26 245-ASM1.01SECTION1'8'4'2'0 4000 PSICONCRETEFILL (TYP.)12" ML EL. 783.00EL. 782.00 EL. 791.25T.O.W.EL. 7.....3"x3"CHAMFER(TYP.)SG45-01SHARP CRESTED WEIREL. 7......5(TYP.)4867912" ML EL. 783.00 N UPPER LEVEL PLAN1'8'4'2'0 1'-4" 17'-0"7'-0"1'-0"5'-0"1'-0"4'-0"6'-0"1'-0"1'-0" 13'-0"5'-0"1'-0"3'-0"1'-0"4'-0"4'-0"1'-0"1'-0" 3'-0"5'-0" ALUMINUM GRATING (TYP.)-99-xxxxGRATING AT GATES (TYP.)-99-xxx 145-ASM1.01 245-ASM1.01345-ASM1.01 145-ASM1.01SECTION1'8'4'2'0 EL. 782.00 EL. 791.2518" ML EL. 784.25 1'-6" LAP(TYP.)ROUGHENED CJ W/HYDROPHILICWATERSTOP (TYP.)1 SG45-03SHARP CRESTED WEIREL. 7...... T/OPENINGEL. 783.501'-0"1'-0" (TYP.)4'-0" 12" CRUSHEDSTONE MAT OVERGEOTEXTILEFABRIC (TYP.)#4@12" DOWELS (TYP.) #4@12" (TYP.)#4@12" (TYP.)10 STOP WALLREINFORCEMENT4'-0"CONCRETE KNOCKOUT WALLBOXOUT FOR FUTURE GATEW/HYDROPHILICWATERSTOP10 MIL POLYETHYLENEBOND BREAKER IN JOINT(TYP. OF 3 SIDES)#5 @ 12"A45-ASM1.01KNOCKOUT FOR FUTURE WALL OPENINGNO SCALEB45-ASM1.01(TYP.)3345-ASM1.01SECTION1'8'4'2'0 4000 PSICONCRETEFILL (TYP.)EL. 782.00 EL. 791.25T.O.W.EL. 7.....3"x3"CHAMFER(TYP.)SG45-02 12" ML℄ EL. 783.00 SG45-03SHARP CRESTED WEIREL. 7........... (TYP.) 5(TYP.) 4 12" ML EL. 783.00 2'1'6"0B45-ASM1.01DETAILNO SCALE*6"(TYP.)*5"(TYP.)L3x3x1/4 SS(TYP.) 1/4"x12" SS RODS @6"O.C. (TYP.)FILL BOXOUT W/ GROUTAFTER GATE INSTALLATIONAAPLANNOTE:1.AT CONTRACTOR'S OPTION, GATES MAY BE INSTALLED PRIOR TOWALL CONCRETE PLACEMENT AND BOXOUTS OMITTED.2.2-JAMB DETAILS SHOWN. SINGLE JAMB SIMILAR.*VERIFY BOXOUT W/ GATE MANUFACTURER. REINFORCINGSTEEL NOTSHOWN 2'-0" 1'-0"3"1'-0" N LOWER LEVEL PLAN1'8'4'2'0 SG45-01 SG45-03SG45-02 18" ML℄ EL. 784.251KNOCKOUT WALLA45-ASM1.013 4'-0"6"2'-0"4'-0"6" BOXOUTS AT GATES(TYP. OF 8 GATE JAMBS)B45-ASM1.01245-ASM1.01345-ASM1.01 145-ASM1.01 1'-10"LAP (TYP.)ALL HORIZONTALREINFORCEMENT SHALL BE#4@12" 2 12" ML℄ EL. 783.92 (TYP.) MIXED LIQUOR SPLITTER STRUCTUREPLAN AND SECTIONS ----45-ASM1.01A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADESMIXED LIQUOR SPLITTER STRUCTUREPLAN AND SECTIONS ----45-ASM1.01 GENERAL NOTES:1.SEE 99-ASM6.01 FOR GENERAL STRUCTURAL NOTES.KEY NOTES:PROVIDE 2'-0" WIDE BY 1'-0" HIGH SCUM PORT FROMELEVATION xxx.xx TO xxx.xxEXTEND PIPE 5-FT BEYOND OUTSIDE WALL AND PLUG.KNOCKOUT WALL FOR FUTURE. BOTTOM EL. xxx.xx TOP EL.791.00. PROVIDE BOXOUT FOR FUTURE GATE AND BONDBREAKER ON BOTTOM AND SIDES. DO NOT RUNREINFORCING THROUGH JOINTS. DETAIL FUTURE GATEJAMBS PER .ALUMINUM C4x1.74 BOLT TO CONCRETE W/ 2~5/8" SSTHREADED ROD ADHESIVE ANCHORS AT EACH SUPPORT(TYP.).2x12 KEYWAY. PROVIDE 2" MINIMUM CONCRETETHICKNESS (TYP.).CHAMFER TO BE CUT IN AS PART OF FUTURE GATEINSTALLATION.FILL FUTURE BOX WITH COMPACTED FILL. PROVIDE PLUGIN 12" ML PIPING.8" CONCRETE SLAB WITH #4@8" E.W. CENTERED IN SLAB.PROVIDE POLYETHYLENE BOND BREAKER ALL AROUND.BLIND FLANGE.PIPE SHOWN OUT OF POSITION. 123x.0145678910 DRAFT 6/17/26 NPLAN FINAL CLARIFIER NO. 1FINAL CLARIFIER NO. 2 FINAL CLARIFIERSDEMOLITION PLAN ----50-D1.01A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADESFINAL CLARIFIERSDEMOLITION PLAN ----50-D1.01 GENERAL NOTES:1.SEE GENERAL DEMOLITION NOTES ON DRAWING 10-D1.01.DEMOLITION KEY NOTES:ABANDON 8" RAS PIPING IN ACCORDANCE WITH THE SPECIFICATIONS.ABANDON 6" RAS PIPING IN ACCORDANCE WITH THE SPECIFICATIONS. REMOVE 6" RAS/WAS PIPING AND TELESCOPING VALVES WITHIN THEEXISTING TANKS. REMOVE ALL ACTUATORS, SUPPORTS, AND OTHERAPPURTENANCES.REMOVE 4" RAS/WAS PIPING AND TELESCOPING VALVES WITHIN THEEXISTING TANKS. REMOVE ALL ACTUATORS, SUPPORTS, AND OTHERAPPURTENANCES.REMOVE GRATING. EMBEDDED SUPPORT ANGLES MAY REMAIN.SAWCUT AND REMOVE PARSHALL FLUME LINER AND BURN BACKANY REBAR OR ANCHOR BOLTS AS SPECIFIED. DRAFT 6/17/26 350-ASM3.01SECTION250-ASM3.01SECTION150-ASM3.01SECTION .. SCMP50-011 N SCUM PUMP STATION 450-ASM3.01SECTION FINAL CLARIFIER AND RAS/WAS PUMPING STATION SECTIONSSECTIONS ----50-ASM3.01A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADESFINAL CLARIFIER AND RAS/WAS PUMPING STATION SECTIONSSECTIONS ----50-ASM3.01 DRAFT 6/17/26 N SCUM PUMP STATION LT50-01RINTRINSICALLYSAFESCMP-50-0112 5 3 C99-E5.01 WP,GFIJJCS50-01SCMP-50-01(R,R)D99-E5.01SCMP-50-011 SCMP-50-012LEVEL TRANSMITTERJUNCTION BOX3 FIINAL CLARIFIER AND RAS/WAS PUMPING STATIONELECTRICAL PLAN ----50-E1.01A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADESFIINAL CLARIFIER AND RAS/WAS PUMPING STATIONELECTRICAL PLAN ----50-E1.01 GENERAL NOTES: 1.REFER TO SPECIFICATION SECTION 26 09 90 FOR WIRING ASSOCIATEDWITH THE SCADA SYSTEM.2.ALL 480V EQUIPMENT ON THIS SHEET SHALL BE POWERED FROMMCC-1, UNLESS OTHERWISE NOTED.3.ALL 120/208V EQUIPMENT ON THIS SHEET SHALL BE POWERED FROMPANEL ?, UNLESS OTHERWISE NOTED.KEY NOTES:PROVIDE MANUFACTURER-FURNISHED POWER AND CONTROL CABLE IN3/4 ” CONDUIT FROM PUMP TO ASSOCIATED DISCONNECT SWITCH.CONDUIT WITHIN WET WELL SHALL BE ROUTED TO WET WELL HATCHOPENING.JUNCTION BOX WITH TERMINAL BLOCKS FOR EXTENDING MOTOROVERTEMP AND SEAL FAIL WIRING SHALL BE FURNISHED BY 26 09 00SYSTEM SUPPLIER.PROVIDE NEMA 4X, STAINLESS-STEEL JUNCTION BOX FOR TERMINATIONOF LEVEL TRANSMITTER CABLE. PROVIDE MANUFACTURER-FURNISHEDCABLE IN 3/4" CONDUIT FROM LEVEL TRANSMITTER TO JUNCTION BOX.CONDUIT WITHIN WET WELL SHALL BE ROUTED TO WET WELL HATCHOPENING. JUNCTION BOX SHALL BE FURNISHED BY SECTION 26 09 00SYSTEM SUPPLIER.PROVIDE AIR GAP FOR MANUFACTURER-FURNISHED PUMP ANDTRANSMITTER CABLES AS SHOWN ON DETAIL .ALL ELECTRICAL WORK AND EQUIPMENT IN THE WET WELL SHALL BERATED FOR A CLASS I, DIVISION 1, GROUPS C AND D LOCATION. ALLELECTRICAL WORK AND EQUIPMENT WITHIN A 3 FOOT RADIUS OF THEWET WELL VENT SHALL BE RATED FOR A CLASS I, DIVISION 1, GROUPS CAND D LOCATION. ALL ELECTRICAL WORK AND EQUIPMENT 3'-0" FROMTHE ACCESS HATCH (ALL SIDES) TO 18" ABOVE GRADE SHALL BE RATEDFOR A CLASS I, DIVISION 2, GROUPS C AND D LOCATION.H99-E5.01 12345 DRAFT 6/17/26 NUPPER PLAN1'8'4'2'0 EFFLUENT BOX ROTATIONINFLUENT BAFFLECONCRETE COLUMNSMECHANICAL SUPPORT BRIDGE 251-ASM3.01 151-ASM3.01 12" ML CL EL. 768.83 351-ASM3.01 HIGH POINT 180 FROMEFFLUENT 786.25 6" RAS CL EL. 770.75NLOWER PLAN1'8'4'2'0 NDOME PLAN1'8'4'2'0 FINAL CLARIFIER NO. 3PLANS ----51-ASM1.01A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADESFINAL CLARIFIER NO. 3PLANS ----51-ASM1.01 DRAFT 6/17/26 785.75790.25787.00 350-ASM3.01SECTION 1½" ALUMINUM RAILING 785.75 773.08 790.25787.00WEIR PLATE12" SEI.E. XXX.XX786.00SCUM BAFFLE 250-ASM3.01SECTION #4@8"EL 790.25 12"1/12" EL 787.00EL 785.75℄ EL. 773.00EL 773.0812" CRUSHED STONE MATOVER GEOTEXTILE FABRIC (TYP.)150-ASM3.01SECTION FINAL CLARIFIERSSECTIONS ----51-ASM3.01A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADESFINAL CLARIFIERSSECTIONS ----51-ASM3.01 DRAFT 6/17/26 5'-0"1'-0"12'-0"1'-0"20'-0" 4'-0"1'-0"16'-0" 1'-0"1'-0" SLG55-02RASP55-027 155-ASM1.01 255-ASM3.01 FE55-02 RASP55-03 RASP55-01 1'-0" FE55-01 FE55-03 LOWER LEVEL PLAN4'2'1'0N 6" RAS EL. 771.084'-0"1'-0" 6" RASCL EL 771.084'-0"SLG55-017 7 5 M 6" RAS EL. 780.755 2 4 MOV55-01FE55-04 6 3'-4"4" WAS EL. 780.75 2'-2" LAP(TYP.)2'-2" LAP(TYP.) ALLHORIZONTALREINF. TO BE#5@12" (TYP.) UPPER LEVEL PLAN4'2'1'0N SLUICE GATE OPERATOR 5500C 5500B 5500A1 1 3 3 3 3 5500D RAS / WAS PUMPING STATIONPLANS ----55-ASM1.01A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADESRAS / WAS PUMPING STATIONPLANS ----55-ASM1.01 KEY NOTES:PORTABLE DAVIT CRANE SS PEDESTAL BASE. MOUNT DAVIT CRANE SS PEDESTAL BASE TO CONCRETE WITH 5/8" DIA. SS THREADED RODSWITH ADHESIVE ANCHORS EMBED 6". CONTRACTOR SHALL VERIFY LOCATION OF PEDESTAL BASE WITH PUMP MANUFACTURER AND COORDINATE LOCATION WITH OWNER PRIOR TO INSTALLATION. SEE SPECIFICATION SECTION 41 22 23.4" x 6" REDUCER.FLOOR BOX (TYP.)ALUMINUM LADDER AT LANDING.6" x 4" REDUCING TEE.4"X4" TEE.PROVIDE 1/2" TAP WITH ISOLATION VALVE, DIAPHRAGM, ANDPRESSURE GAUGE (TYP. OF 2). 12 GENERAL NOTES:1.SEE DRAWINGS 99-ASM6.xx FOR GENERAL NOTES.2.REFER TO GATE SCHEDULES. 34567-- DRAFT 6/17/26 EL. 771.00 EL 779.25 EL. 789.00 JUNCTION BOX. PROVIDE 1/4"ALUMINUM MOUNTING PLATE,ALUMINUM POST BASE ANDALUMINUM UNISTRUT.SEE 3/8" 316 SS HOOKSANCHORED TO TOPOF WET WELLSS WIRE MESH GRIP (TYP.FOR EACH FLOAT ANDPUMP CABLE)PRESSURE GAUGE 2 6" RAS EL. 771.086" RAS EL. 772.25 REMOVABLE FLOATSUPPORT (SS CABLE ANDPVC COATED WEIGHT)4" WAS EL. 780.75 4" RAS EL. 780.75 155-ASM1.01SECTION4'2'1'0 41'-0"(TYP.) 1'-0"(TYP.) 5 RASP55-02 99-E5.01 (TYP.) #5@12" (TYP.) #5@12" #5@12" #5@12" (TYP.)1'-9" LAP(TYP.) 12" CRUSHED STONE MAT OVERGEOTEXTILE FABRIC (TYP.) #5@12"#5@12" DOWELS (TYP.) EL. 789.00 4" RAS/WAS EL. 780.75 3" RAS/WAS EL. 771.856" RAS/WAS EL. 772.75 45 4" RAS/WAS EL. 780.75 255-ASM1.01SECTION EL. 771.00 4'2'1'0 4 4 (TYP.) 1(TYP.) #5@12" (TYP.) 1'-9" LAP(TYP.)12" CRUSHED STONE MAT OVERGEOTEXTILE FABRIC (TYP.) RAS / WAS PUMPING STATIONSECTIONS ----55-ASM3.01A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADESRAS / WAS PUMPING STATIONSECTIONS ----55-ASM3.01 KEY NOTES:ROUGHENED CONSTRUCTION JOINT WITH HYDROPHILIC WATERSTOP.UPPER GUIDE RAIL BRACKET AND 316 STAINLESS STEEL GUIDE BARS.PROVIDE 1/2" TAP WITH ISOLATION VALVE, DIAPHRAGM, ANDPRESSURE GAUGE (TYP. OF 2).PROVIDE 316 STAINLESS STEEL 3"x4" REDUCER.4000 PSI CONCRETE FILLETS PER PUMP MANUFACTURERSRECOMMENDATIONS. 12 GENERAL NOTES:1.SEE DRAWING 99-ASM6.02 34567 DRAFT 6/17/26 N FOUNDATION PLAN TW 785.00 783.00TW 785.00TL 784.33781.00 TW 784.17TL 784.33781.00TW 784.33TL 785.00TW 784.17781.001 TW 784.17TW 785.00 TW 785.001TW 784.17 2(TYP.) 2(TYP.) 1 CHEMICAL FEED BUILDINGFOUNDATION PLAN ----65-ASM1.01A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADESCHEMICAL FEED BUILDINGFOUNDATION PLAN ----65-ASM1.01 KEY NOTES:CONCRETE STOOP PERFOUNDATION WALL CORNER REINFORCING PERPROVIDE ADHESIVE ANCHOR VERTICAL DOWELS IN BUILDING FOUNDATION WALL TO MATCH VERTICAL WALL REINFORCING SHOWN ON DRAWING 65-ASM1.02.1 GENERAL NOTES: 1.SEE DRAWING 99-ASM6.02 FOR GENERAL STRUCTRAL/ ARCHITECTURAL NOTES.2.FOR FOUNDATION LEGEND SEE 2 x99-ASM5.01x99-ASM5.01x99-ASM5.01 BID ALTERNATIVE NO. 1ALL WORK ASSOCIATED WITHTHIS SHEET INCLUDINGREFERENCES TO OTHERSHEETS SHALL BE PART OFTHE BID ALTERNATIVE NO. 1 3 DRAFT 6/17/26 NFLOOR PLAN EL. 785.00 T65-01T65-02 PRCP65-02PRCP65-03PRCP65-01 783.00 EL. 785.00 EL. 785.00MECHANICAL ROOM/SPRINKLER ROOM ELECTRICALROOM6 8 4 1 23 34 5 11 7 13 14121214 265-ASM3.01 9 165-ASM3.01 165-ASM3.02 9 2016 17 21 19 18 19 1015(TYP.) N 1'-0"6"6"6"****PIPING CHANNEL CHEMICAL FEED BUILDINGFLOOR PLAN ----65-ASM1.02A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADESCHEMICAL FEED BUILDINGFLOOR PLAN ----65-ASM1.02 KEY NOTES:FIBERGLASS LADDER AND SAFETY GATE PERAND FIBERGLASS CHEMICAL TANK.CONCRETE EQUIPMENT PAD6" BLIND FLANGE FOR FUTURE USE.SLOPE FLOOR TO DRAIN TO SUMP.SEE PRC SCHEMATIC3/4" PRC PIPES SHALL PENETRATE CONCRETE WALL ABOVE BASESLAB AT C/L EL. 67.50 PROVIDE 45 ELBOWS TO ROUTE PIPES TO C/LEL. 64.00 AFTER CLEARING BASE SLAB. PROVIDE PIPE INSULATIONAS SPECIFIED AND SHOWN ON DETAIL8" CMU, 2-HR FIRE BARRIER, ALL CORES GROUTED FULL.FIBERGLASS RAILING.1'-8" x 2'-0" DEEP SUMP.ROUTE 4" OVERFLOW TO 1 FOOT BELOW FINISHED FLOOR ELEVATION AT SUMP.MASONRY SLEEVE. SEE DETAIL6" DEEP x 1'-0" WIDE CHANNEL. SLAB TO MAINTAIN 6" THICKNESS ATCHANNELS PER8'-8"W x 12'-0"H KNOCKOUT WALL. PROVIDE MCJ-1 AND MCJ-2 FULLHEIGHT OF WALL EACH SIDE. PROVIDE 3/8" OPEN JOINT W/ CAULKAND BACKER RODAT BOTTOM OF LINTEL (EL. 797.00) PROVIDE #4@48" DRILLED AND GROUTED INTO LINTEL ABOVE. LAP WITH VERTICAL BARS IN GROUTED CORES. FOR LINTEL AT TOP OF WALL,SEE LINTEL SCHEDULE ON DRAWING 99-AS6.01.#4@48" MAX VERTICAL BARS IN FULLY GROUTED CORES. LAP WITHDOWEL BARS AT BASE OF WALL. PROVIDE VERTICAL BAR AT EACHCORNER OF BUILDING, ON EACH SIDE OF MCJ TYPE 2, AND ON EACHSIDE OF OPENINGS UNLESS NOTED OTHERWISE.2~#4 VERTICAL BARS IN FULLY GROUTED CORES. PLACE ONE ATEACH CORE. LAP WITH DOWEL BARS AT BASE OF WALL.3~#4 VERTICAL BARS IN FULLY GROUTED CORES. PLACE ONE ATEACH CORE. LAP WITH DOWEL BARS AT BASE OF WALL.4~#6 VERTICAL BARS IN FULLY GROUTED CORES. PLACE ONE ATEACH CORE. LAP WITH DOWEL BARS AT BASE OF WALL.2~#6 VERTICAL BARS IN FULLY GROUTED CORES. PLACE ONE ATEACH CORE. LAP WITH DOWEL BARS AT BASE OF WALL.MCJ TYPE 2. SEE ELEVATIONS FOR MCJ TYPE1 LOCATIONS.INTERIOR NON-BEARING WALL. 1 GENERAL NOTES: 1.SEE DRAWING 99-ASM6.02 FOR GENERAL STRUCTURAL /ARCHITECTURAL NOTES.2.TRIM GRATING AND PROVIDE BANDING AT PIPE PENETRATIONS. 23456789101112 X99-xxX99-xxX99-xxX99-xxX99-xxX99-xx BID ALTERNATIVE NO. 1ALL WORK ASSOCIATED WITHTHIS SHEET INCLUDINGREFERENCES TO OTHERSHEETS SHALL BE PART OFTHE BID ALTERNATIVE NO. 1 131415161718192021 A65-ASM1.02 -xx--xx- X99-xxX99-xx DRAFT 6/17/26 N PRECAST PLANK PLAN N ROOF FRAMING PLAN CHEMICAL FEED BUILDINGROOF FRAMING PLAN ----65-ASM1.03A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADESCHEMICAL FEED BUILDINGROOF FRAMING PLAN ----65-ASM1.03 DRAFT 6/17/26 165-ASM3.01SECTION PLANK BRG. FINISHED FLOOR EL. 799.00 EL. 785.00T/ FOOTINGEL. 781.00 VAPOR BARRIEROVER 6" GRANULARCUSHION6" SLAB-ON-GRADE WITHFIBROUS REINFORCING T/ SLABEL. 783.00FLUID APPLIEDWATERPROOFING 12" CRUSHED STONE MATOVER GEOTEXTILE FABRIC#4@8" DOWELSWITH A 1'-6"HORIZONTAL LEG #5@12" A65-ASM3.02 CHEMICAL FEED BUILDING6501 12" CRUSHED STONE MATOVER GEOTEXTILE FABRIC #4@8" 4" OFIE 792.346" V℄ EL. 795.506" V℄ EL. 795.504" OFIE 792.50 EL. 783.50EL. 783.34 265-ASM3.01SECTION EL. 783.00 #5@12"EL. 781.00VAPOR BARRIER OVER 6"GRANULAR CUSHION 12" CRUSHED STONE MATOVER GEOTEXTILE FABRIC CHEMICAL FEED BUILDINGSECTIONS - 1 ----65-ASM3.01A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADESCHEMICAL FEED BUILDINGSECTIONS - 1 ----65-ASM3.01 DRAFT 6/17/26 FF EL. 559.006" CAST-IN-PLACESLAB-ON-GRADE W/FIBROUS REINFORCINGVAPOR BARRIER OVER6" GRANULAR CUSHION#4@16" DOWELS ALTERNATE FACES2" FOUNDATIONINSULATION (R-10)CRUSHED STONE MAT OVER GEOTEXTILE FABRIC 412 #4 DRILLED ADHESIVE ANCHOR DOWELS. LAP 1'-6"WITH VERTICAL BARS. SEE FOUNDATION PLAN.EMBED 15" DIRECTLY ADJACENT TO MCJ-2 ANDWALL OPEINGS OR AT CORNERS. CONTRACTORMAY PROVIDE CAST-IN DOWEL W/ STD. HOOK IN LIEUOF ADHESIVE ANCHOR. EMBED 6" FOR REINF. ATTYP. SPACING. SEE PLAN FOR VERTICALREINFORCING SIZE AND SPACING8" BOND BEAM W/ 2~#5 CONT. ALUMINUM GUTTERPLANK BRG.EL. 574.33 T.O.FOOTINGEL. 781.002~#5 TOP AND BOTTOM WITHCORNER BARS 11 8" PRECASTCONCRETE PLANK#4 DOWELS @48" GROUTEDINTO BOND BEAM & PLANK 8" CONCRETE BLOCKMASONRY REINFORCING @ 16" O.C. VERTICAL 1/2" EXPANSION MAT'L HOLDDOWN 1/2" AND CAULK 4~#5 CONT. WITH CORNER BARS B65-ASM3.02TYPICAL WALL SECTION WEEPHOLES @ 24" O.C.MORTAR NETMASONRY WALL FLASHING,EXTEND 8" ABOVE MORTAR NETFLUID-APPLIED AIR ANDVAPOR BARRIERSPLIT FACE BLOCKAIR CAVITY3" RIGID INSULATION (R-19) VENTED ALUM. SOFFIT H2.5A CONNECTOR (TYP.)WOOD TRUSSES@ 2'-0" O.C. BEARING STRIP AND CAULK GROUT SOLID BELOW GRADEBETWEEN INSULATION AND BLOCK4" SMOOTH FACE SOLID BLOCK ORHOLLOW BLOCK GROUTED FULL 2x SOFFIT FRAMING INSULATION VENTS @ 48" O.C., ALTERNATEW/ BLOCKING2x BLOCKING, ALTERNATE W/ INSULATION VENTS2~2x8 CONT. PLATE, BOLT TO PLANK W/ 1/2"DIA. ANCHOR BOLTS @ 24" O.C.ALUMINUM FLASHING W/DRIP EDGEALUMINUM FASCIA OVER2X8 TREATED SUBFASCIA4" SMOOTH CONCRETE BLOCK @SOFFIT SUPPORT STANDING SEAM METAL ROOF OVERUNDERLAYMENT OVER 5/8" PLYWOOD18" BATT INSULATION (R-57)OVER VAPOR BARRIER #5@12" 2x8 LOOKOUT (TYP.)ALUMINUM VENTED SOFFITSTANDING SEAM METAL ROOFOVER ROOF UNDERLAYMENTOVER 58" PLYWOODH10A CONNECTOR (TYP.) PLANK BRG.EL. 799.00 DROP GABLE END TRUSS A65-ASM3.02GABLE END DETAIL 18" BATTINSULATION (R-57)OVER VAPOR BARRIER PROVIDE MASONRYVEENER TIES BACK TOPRECAST PLANK INHEAD JOINTS OFBLOCK @ 32" O.C. AIR BARRIER OVER 1/2"PLYWOOD, EXTEND DOWNAND LAP MASONRY WALLAIR BARRIER SYSTEMMASONRY TIES FOR STUDBACKUP WALL @ 16" O.C.VERT. & 32" O.C. HORZ.2'-0"ALUMINUM FASCIA CLADDINGOVER 2x8 SUBFASCIA165-ASM3.02SECTION PLANK BRG. FINISHED FLOOR EL. 799.00 EL. 785.00 T/ FOOTINGEL. 781.00T/ SLABEL. 783.00 B65-ASM3.02 6" SLAB-ON-GRADE WITHFIBROUS REINFORCINGVAPOR BARRIER OVER 6"GRANULAR CUSHION FLUID APPLIEDWATERPROOFING 12" CRUSHED STONE MATOVER GEOTEXTILE FABRIC CHEMICAL FEED BUILDING6501 CHEMICAL FEED BUILDINGSECTIONS - 2 ----65-ASM3.02A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADESCHEMICAL FEED BUILDINGSECTIONS - 2 ----65-ASM3.02 DRAFT 6/17/26 NPLAN1'8'4'2'0 10" OFIE 785.46± 6" PRSIE 778.92 8" DSIE 782.09 SG70-01 4 6" ML FROM SP-90-01 6" DSL EL. 786.00 TV70-01TV70-02 5410" RWIE 789.00± AERATION GRID NOT SHOWN 170-ASM1.01 T/ SLABEL. 782.00 34'-6" 34'-10"1'-0" T/ SLABEL. 781.836" DSL EL. 778.92±7 6" DSIE 782.174 994" A℄ EL. 793.256"x4" ECCENTRIC REDUCER8 4" A℄ EL. 796.754" A℄ EL. 782.3712 4" WAS EL. 786.0018" PRIIE 787.92± 6" A℄ EL. 792.256" A℄ EL. 793.17 AEROBIC DIGESTER NO. 2AEROBIC DIGESTER NO. 1 776.25±782.08± EL. 778.67± 792.92± #5@12" #5@12"#5@12"#4@8" (TYP.) CRUSHED STONE ORFLOWABLE FILL (TYP.) 4" A℄ EL. 793.25BY CONTRACTORBY DIFFUSER MANUFACTURERTOP OF DIFFUSEREL. 782.70 (TYP.)TRANSITION COUPLING4" A(SS) DROPLEG 4" A℄ EL. 796.75EL. 793.25TV70-01TV70-02 TRANSITION COUPLING4" A (PVC)℄ EL. 782.37CRUSHED STONE ORFLOWABLE FILL (TYP.) TOP OF DIFFUSEREL. 782.70 (TYP.)MIN. EL. 782.84 (TYP.)4" A (SS) DROP LEG 4" A (PVC)℄ EL. 783.504" A (PVC)℄ EL. 782.37 4" WAS℄ EL. 786.00 4" A℄ EL. 797.25 316 SS VALVEEXTENSION STEMMAX. EL. 787.84 (TYP.)316 SS VALVEEXTENSION STEMADJUSTABLE STEM GUIDE STEM GUIDE 170-ASM1.01SECTION1'8'4'2'0 AEROBIC DIGESTERSPLAN AND SECTION ----70-ASM1.01A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADESAEROBIC DIGESTERSPLAN AND SECTION ----70-ASM1.01 GENERAL NOTES:1.SEE DRAWING 99-ASM6.xx FOR GENERAL NOTES.2.NOTE TWOKEY NOTES:#5@12" X 2'-0" ADHESIVE ANCHOR DOWELS, EMBED 5"MIN. (TYP. AROUND PERIMETER)#4@8" X 1'-8" ADHESIVE ANCHOR DOWELS, EMBED 4"MIN. (TYP. AROUND PERIMETER)FILL IN EXISTING BIOTOWER RECIRCULATUION WETWELL WITH FLOWABLE FILL AND CAP WITH 18" THICKCONCRETE TOP SLAB AT ELEVATION 782.00.PLUG EXISTING PIPING WITH CONCRETE OR NON-SHRINKGROUT TO BE ABANDONED AS SPECIFIED.EXTERIOR PRESSURE PIPE CLEANOUT. SEE DETAIL#7@12" X 2'-6" ADHESIVE ANCHOR DOWELS, EMBED 5"MIN. (TYP. AT BASE OF WALL)#X@X" X X'-X" SMOOTH ADHESIVE ANCHOR DOWELS,EMBED 5" MIN. (TYP. AT BOTH ENDS OF WALL)PATCH OPENING RESULTING FROM REMOVAL OF EMBEDDED STOP PLATE FRAME WITH NON-SHRINK GROUT FINISHED FLUSH WITH EXISTING SURFACES.4000 PSI CONCRETE FILL.AERATION SYSTEM AND DROP PIPING SHALL BE PROVIDED BY MEMBRANE DIFFUSER SYSTEM SUPPLIERAS SPECIFIED IN SECTION 46 51 46.AERATION SYSTEM DROP PIPING AND MAIN BROUGHTINTO SECTION.PVC AERATION PIPING, DIFFUSERS, SUPPORTS, APPURTENANCES SUPPLIED BY AERATION EQUIPMENTMANUFACTURER. SEE SPECIFICATION SECTION 46 51 46. 123456789101112 DRAFT 6/17/26 170-ASM3.01SECTION1'8'4'2'0 TV70-01 MIN. EL. 782.84MAX. EL. 790.90 MIN. EL. 782.17 TV70-02 AEROBIC DIGESTERS SECTION ----70-ASM3.01A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADESAEROBIC DIGESTERS SECTION ----70-ASM3.01 GENERAL NOTES:1.ONE2.TWOxSHEETKEY NOTES:FILL IN EXISTING PRS TELESCOPING VALVE WET WELLWITH FLOWABLE FILL AND 18" THICK CONCRETE CAP ATELEVATION 792.67.FILL IN EXISTING PRS COLLECTION AREA WITH FLOWABLE FILL AND CAP WITH 18" THICK CONCRETETOP SLAB AT ELEVATION 781.75.FILL IN EXISTING BIOTOWER RECIRCULATUION WETWELL WITH FLOWABLE FILL AND CAP WITH 18" THICKCONCRETE TOP SLAB AT ELEVATION 782.33.PLUG EXISTING PIPING TO BE ABANDONED AS SPECIFIED.EXTERIOR PRESSURE PIPE CLEANOUT. SEE DETAIL 12345 DRAFT 6/17/26 N PLAN1'2'8'4'0 BREAKROOMSTORAGEROOMFURNACEROOMRESTROOMHALLOFFICE ANDLABORATORYFOYERELECTRICAL ANDGENERATOR ROOM BLOWER ROOMGARAGE FOR CONTINUATION,SEE DRAWING 10-D1.01 PUMP ROOM H RPZ XXXXXXXXXXXXXXXXXXXXAC M J G EFCB EMERGENCYEYEWASH SHOWER CHEMICAL STORAGETANKSCHEMICAL DAY TANKD CHEMICAL METERINGPUMPS 4" A℄EL 797.50±XXXXXXXXXXXXXXXXX 6" ML℄ EL. 782.33±6"DSL6" DSL6" SL TO TRUCKLOADING IN CONTROLBUILDING GARAGE STANDBYGENERATORPOLYMERROOM 3" CW SP90-01K SP90-02K B90-02B90-01B90-03B90-04XXXXXXXXXXXXXXXXXXXXXX XX X XXXXXXXX X XXXXXXXX XXXXXXXXXXXXX XX6" DSL℄ EL. 782.33± 8" A℄ EL. 797.75± 8" A℄ EL. 782.92± CHEMICAL ROOM FLOW INDICATOR SERVICE BUILDINGDEMOLITION PLAN ----90-D1.01A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADESSERVICE BUILDINGDEMOLITION PLAN ----90-D1.01 GENERAL NOTES:1.SEE GENERAL DEMOLITION NOTES ON DRAWING 10-D1.01.DEMOLITION KEY NOTES:REMOVE CONCRETE CONTAINMENT SUMP, RAMP, AND EQUIPMENT PAD TO EXISTING FINISHED FLOOR ELEVATIONAND PATCH FLOOR AS SPECIFIED.DEMOLISH WALL BETWEEN GARAGE AND EXISTING CHEMICAL ROOM TO FINISHED FLOOR ELEVATION OF GARAGE AND PATCH FLOOR AS SPECIFIED. CONTRACTORSHALL MAINTAIN ANY CONDUIT, WIRING, DUCTWORK, ANDPIPING PENETRATING THIS WALL THAT IS TO REMAIN.REMOVE DOOR AND FRAME.REMOVE CPR TANKS AND ACCESSORIES. TANKS WILL BE EMPTIED TO LOWEST POSSIBLE LEVEL WITH THE EXISTING PIPING ARRANGEMENT. CONTRACTOR SHALL BE RESPONSIBLEFOR THE REMAINING CONTENTS WITHIN THE TANK.REMOVE THE EMERGENCY EYE WASH SHOWER. REMOVEALL ASSOCIATED PIPING TO NEXT UPSTREAM BRANCH AND CAP THE PIPE.REMOVE LIGHT FIXTURE MOUNTED FROM WALL AND TERMINATEASSOCIATED CONDUIT AND WIRING TO SOURCE.REMOVE CPR PUMPS AND ALL ASSOCIATED CONDUIT AND WIRING. DEMOLISH EXISTING PUMP BASE TO FINISHED FLOOR ELEVATION AND PATCH FLOOR.REMOVE ALL CPR PIPING AND ANY ANCILLARY PIPING SERVINGTHE CPR SYSTEM. REMOVE INTERIOR AND ABOVE GROUND EXTERIOR PIPING.REMOVE CHEMICAL DAY TANK, DAY TANK MIXER, AND ACCESSORIES. TANK WILL BE EMPTIED TO LOWEST POSSIBLE LEVEL WITH THE EXISTING PIPING ARRANGEMENT BY OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMAINING CONTENTS WITHIN THE TANK. REMOVE MIXER CONDUIT AND WIRING TO SOURCE.ELEVATION OF PIPE IN YARD IS NOT KNOWN.REMOVE CONCRETE CONTAINMENT CURB TO EXISTING FINISHED FLOOR ELEVATION AND PATCH FLOOR TO MATCH. BURN BACK EXPOSED REBAR AS SPECIFIED. ABCDEFGHJKL DRAFT 6/17/26 N PLAN1'2'8'4'0 BREAKROOMSTORAGEROOMFURNACEROOMRESTROOMHALLOFFICE ANDLABORATORYFOYERELECTRICAL ANDGENERATOR ROOM BLOWER ROOMGARAGE FOR CONTINUATION,SEE DRAWING 10-D1.01 PUMP ROOM RPZ M 8" A℄797.75±8" A℄782.92±4" A℄EL 797.50± 6" ML℄782.33±6"DSL6" DSL MACERATOR 6" SL TO TRUCKLOADING IN CONTROLBUILDING GARAGE STANDBYGENERATOR 3" CW SP90-01 SP90-02B90-02B90-01B90-03B90-04 6" DSL℄782.33± ----90-ASM1.01A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADES ----90-ASM1.01 GENERAL NOTES:1.I12.2 KEY NOTES:X1.X2.12 SERVICE BUILDING LOWER LEVEL PLAN DRAFT 6/17/26 ****CONCRETE WALKWAYNO SCALE****CONCRETE WALKWAYNO SCALE CIVIL DETAILS - 1 ----99-C5.01A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADESCIVIL DETAILS - 1 ----99-C5.01 TYPICAL APPLICATIONS OF SILT FENCESILT FENCE AT MEDIAN SURFACE DRAINSPLAN VIEWPLAN VIEW ALTERNATE "B"ALTERNATE "A" SITUATION 1SITUATION 2 NOTES:1.DETAILS OF CONSTRUCTION NOT SHOWN ON THISDRAWING SHALL CONFORM TO THE PERTINENTREQUIREMENTS OF THE STANDARDSPECIFICATIONS AND APPLICABLE SPECIALPROVISIONS.2.WHEN POSSIBLE THE SILT FENCE SHALL BECONSTRUCTED IN AN ARC OR HORSESHOE SHAPE,WITH THE ENDS POINTING UPSLOPE TO MAXIMIZEBOTH STRENGTH AND EFFECTIVENESS.3.CROSS BRACE WITH 2"x4" WOODEN FRAME OREQUIVALENT AT TOP OF POSTS.4.MINIMUM 14 GAGE WIRE REQUIRED, FOLD FABRIC 3"OVER THE WIRE AND STAPLE OR PLACE WIRERINGS ON 12" C-C.5.EXCAVATE TRENCH A MINIMUM OF 4" WIDE AND 6"DEEP TO BURY AND ANCHOR THE GEOTEXTILEFABRIC, FOLD MATERIAL TO FIT TRENCH ANDBACKFILL AND COMPACT TRENCH WITH EXCAVATEDSOIL.6.WIRE SUPPORT FENCE SHALL BE 14 GAGE MINIMUMWOVEN WIRE WITH A MAXIMUM MESH SPACING OF6". SECURE TOP OF GEOTEXTILE FABRIC TO TOP OFFENCE WITH STAPLES OR WIRE RINGS AT 12" C TOC.7.GEOTEXTILE FABRIC SHALL BE REINFORCED WITHAN INDUSTRIAL POLYPROPYLENE NETTING WITH AMAXIMUM MESH SPACING OF 1/4" OR EQUAL. AHEAVY DUTY NYLON TOP SUPPORT CORD OREQUIVALENT IS REQUIRED.8.STEEL POSTS SHALL BE STUDDED "TEE" OR "U"TYPE WITH A MINIMUM WEIGHT OF 1.2 LBS/LINEARFOOT WITHOUT ANCHORS, OR ANCHORSSUFFICIENT TO RESIST POST MOVEMENT AREREQUIRED. WOOD POSTS SHALL BE A MINIMUM SIZEOF 4" DIAMETER, OR 2 1/2"x3 1/2", EXCEPT WOODPOSTS FOR GEOTEXTILE FABRIC REINFORCED WITHNETTING SHALL BE A MINIMUM SIZE OF1 1/8"x1 1/8" OAK OR HICKORY.9.ALTERNATES "A" AND "B" ARE EQUAL AND EITHERMAY BE USED. ROADWAYROADWAYROADWAY ROADWAYROADWAYSHOULDERSHOULDERSHOULDERSHOULDERSHOULDERINSLOPEINSLOPEINSLOPEINSLOPEINSLOPEINSLOPEINSLOPEFLOW FLOWFLOWFLOWFLOWFLOWFLOW BACKSLOPEBACKSLOPEDITCHDIKE DETAIL OF DITCH CHECKTYPICAL SECTIONTYPICAL SECTION FLOW FLOW FLOW * 20' FOR NORMAL 10' DITCH** GEOTEXTILE FABRIC SIDE GEOTEXTILE FABRIC WITHALTERNATE SUPPORTCOMPONENTSBACKFILL ANDCOMPACT TRENCHWITH EXCAVATED SOILGEOTEXTILEFABRIC ONLY POSTLENGTH (MIN.),2'-0" DEPTHIN GROUND , SEE NOTE 8 ATTACH THE FABRIC TO THEPOSTS WITH WIRE STAPLES ORWOODEN LATH AND NAILS NOTE: ADDITIONAL POST DEPTHOR TIEBACKS MAY BE REQUIREDIN UNSTABLE SOILSRINGFABRICSUPPORTWIRE, SEENOTE 4GEOTEXTILE FABRICREINFORCED WITHSUPPORT NETTING, SEENOTE 7 SEENOTE 5 FOLD3'' MAX **POSTPOST**MIN.POST SPACING MAX.MAX.MAX.MAX. FOLD3'' MAXFABRICRINGFLOWWIRESUPPORTFENCE, SEENOTE 6 SEENOTE 5FLOWBACKFILL ANDCOMPACT TRENCHWITH EXCAVATED SOIL SUPPORTNETTINGFLOWNYLONCORDFABRICFOLD3'' MAXSEAM **FLOWTRENCH DETAIL**ANCHOR STAKE,MIN. 18" LONGTIEBACK BETWEENFENCE POST ANDANCHORFLOWSILT FENCE TIE BACK SEENOTE 5SEE NOTE 5SEE NOTE 5SEENOTE 3SEE NOTE3 2'-0" 2'-0" **99-C5.01SILT FENCENO SCALE SPECIFICATION REFERENCES:31 25 00 SLOPE PROTECTION AND EROSION CONTROL 6" WISDOT GRADATION 2 COURSEAGGREGATE, UNDERLAIN WITH 6" WISDOTGRADATION 1 COURSE AGGREGATE,UNDERLAIN WITH GEOTEXTILE FABRIC. NO SCALE25' R 25' R 24'50' SPECIFICATION REFERENCES:31 25 00 SLOPE PROTECTION AND EROSION CONTROL F99-C5.01REQUIREMENTSNO SCALE SPECIFICATION REFERENCES:31 23 00 EXCAVATION, FILL, BACKFILL, AND GRADING DETAIL OF TYPICAL STAPLEANCHOR SLOTLAP JOINTJUNCTION SLOT JUNCTION SLOT F--EROSION CONTROLMAT INSTALLATIONNO SCALE 12"2'-6"GATE LOCKINGBAR ANCHORPIPE 8'-0" 12" 12"10" ****CHAIN LINK FENCE AND SWING GATENO SCALE SPECIFICATION REFERENCES:32 31 13 CHAIN LINK FENCE03 30 00 CAST-IN-PLACE CONCRETE FILL & BACKFILL A 99-C5.01 B 99-C5.01 D 99-C5.01 E 99-C5.01 F 99-C5.01 G 99-C5.01 C 99-C5.01 DRAFT 6/17/26 CIVIL DETAILS - 2 ----99-C5.02A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADESCIVIL DETAILS - 2 ----99-C5.02 GRADEGRANULAR FILLHAND COMPACTEDCOVER MATERIALHAND COMPACTEDSANDCOMPACTEDGRANULAR MATERIALPIPESEE SPECIFICATIONS6"6"4" MIN.2'+DIA. ****UNDERGROUND PIPE INSULATIONNO SCALE99-C5.02 EXTERIOR CLEANOUT DETAILNO SCALE NOTES:CLEANOUT SHALL BE 1/2" BELOW SURFACE IN PAVED AREAS AND1-INCH ABOVE FINISHED GRADE IN LAWN AREAS.FILL FROST SLEEVE WITH PEA GRAVEL TO BOTTOM OF CAP TO CHEMICALSTORAGE TANK(S)REDUCER1" BALLVALVEW/ TAP2" BALL VALVE2" QUICKDISCONNECT2" STAINLESS STEELBALL VALVEWALL SLEEVE ANDESCUTCHEON THRUMASONARY WALL PERY-STRAINERSTAINLESSSTEEL1"2"PVC2"2" ****CHEMICAL TANK FILL PIPENO SCALE---- *S - SURFACEE - EMBEDED** H - HANDWHEEL C - CRANK M - MOTORE.P. - EXPLOSION PROOF CLASS 1, DIV. 1, GROUP D4X - NEMA 4X+BY EQUIPMENT MANUFACTURER ****SLUICE GATE SCHEDULENO SCALE NEOPRENEJ-SEALPROVIDE SAFETY RAIL AT ALL OPEN TANKSAND CHANNELSHANDWHEEL SHOWN ****SLIDE GATE SCHEDULENO SCALE *A - TYPE "A" WALL MOUNTB - TYPE "B" EMBEDDED MOUNTC - TYPE "C" SURFACE MOUNT** H - HANDWHEEL C - CRANK M - MOTOR(ACTUATOR SIZING BY GATEMANUFACTURER)E.P. - EXPLOSION PROOF CLASS 1, DIV. 1, GROUP D4X - NEMA 4X+BY EQUIPMENT MANUFACTURER NON-SHRINKGROUT BOXOUT NON-SHRINKGROUT TOP OF HANDLE TO BE 3" MAX. BELOWCOVER OR GRATINGTOP OF HANDLE TO BE 3" MAX. BELOWCOVER OR GRATING *PROVIDE ONE STOP GATE FOR USE AT BOTHLOCATIONS WITH IDENTICAL MEASUREMENTSGASKET OR GROUTPER MFR.GUIDE FRAMESTOP GATEGATE REINF.AS REQ'D.FOR FRAME TYPE,SEE TABLEDEPTH OFCONC.OPNGABWIDTH OFCONCRETEOPENINGECD CHANNEL MOUNTEDGUIDE FRAMETYPE 3TYPE 3LIFTING EYE1/2" DIA.S.S.3" R. MIN.PROVIDE 2 PERGATE WHEN USED1/2" STAINLESS STEELEXPANSION ANCHOR (TYP.) HANDLETYPE 2 SURFACE MOUNTEDGUIDE FRAMETYPE 2 3" MIN.1/2" DIA.S.S.HANDHOLETYPE 1 TYPE 1EMBEDDED FRAMEGUIDE 6" 2"3"6"1" PIPE MATERIAL:FIBERGLASS GASKET ORGROUT PERMFR. 1/2" STAINLESS STEELEXPANSION ANCHORS ****STOP GATES SCHEDULENO SCALE BOX OUT SIZE PERMFR SPECIFICATION REFERENCE40 05 59.13 STOP GATES05 50 10 STOP GATESNOTE TO ENGINEERCOPY LINKED FILES TOJOB AND RE-LINK ****CONCRETE SPLASH PADNO SCALE6"10"2'-0" 1'-6"2"4" 84"FLOORDPH5.1EMERGENCY EYEWASH & SHOWERNO SCALE TO BE UPDATED TO BE UPDATED TO BE UPDATED B 99-C5.02 A 99-C5.02 C 99-C5.02 D 99-C5.02 E 99-C5.02 A 99-C5.02 A 99-C5.02 A 99-C5.02 DRAFT 6/17/26 ARCHITECTURAL STRUCTURAL DETAILS - 1 ----99-ASM5.01A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADESARCHITECTURAL STRUCTURAL DETAILS - 1 ----99-ASM5.01 ****SLAB ON GRADE CONTROL JOINTNO SCALE****REINFORCING TERMINATIONNO SCALE 0"0" ****TANK CORNER REINFORCINGNO SCALE****TANK TEE REINFORCINGNO SCALE CLASS B TOPBAR LAP MIN. ADDED CORNER REINFORCING(MATCH FOUNDATION WALLREINF. SIZE) WALL CORNEROPTIONAL KEY JOINTREINFORCINGBARSCLASS B TOPBAR LAP MIN.WALL INTERSECTION PLACE VERTICAL WALL REINF. ATINSIDE CORNERS OF HOOKS(OTHER VERT. REINF. NOT SHOWNFOR CLARITY) NOTES:1.CONTRACTOR MAY EXTEND HORIZ. WALL REINF. WITHSTD 90° HOOK IN LIEU OF ADDED CORNER REINF.2.NO VERT. WALL CONSTRUCTION JOINT WITHIN 5'-0' OFWALL CORNER. ADDED CORNER REINFORCING(MATCH FOUNDATION WALLREINF. SIZE) REINFORCINGBARS F--FOUNDATION/BASEMENTWALL CORNERREINFORCINGNO SCALE****FOOTING STEPNO SCALE "Y"5'-0"2" CL"Y" TYP."Y""Y" TYP.2" CL ****REINFORCEMENT AT CONCRETE OPENINGSNO SCALE****PIPE ENCASEMENTNO SCALE 2'-0"1'-0" 1'-0"MATCH ADJACENT FOUNDATIONNOTES:1.DOWEL ALL HORIZONTAL BARS INTO ADJACENT STRUCTURE WITHMATCHING ADHESIVE ANCHOR DOWELS EMBEDDED 6".2.LENGTH OF FOUNDATION WALL SHALL BE STAIR OR LADDERWIDTH +12" (MIN.).--STAIR OR LADDERFOUNDATIONNO SCALE6" 5" 4'-0" BELOW GRADESEE PLAN6"6"12" ****CONCRETE STOOPNO SCALE 6"12"6"4" ****INTERIOR DOOR SECTIONNO SCALE 3" CLR.1/2" EXP. MATERIAL#5@12"SLOPE 1/4"/FT. ****OVERHEAD DOOR SILL/CONCRETE APRONNO SCALE ****REINFORCING NOTESNO SCALE A 99-ASM5.01 B 99-ASM5.01 C 99-ASM5.01 D 99-ASM5.01 E 99-ASM5.01 F 99-ASM5.01 G 99-ASM5.01 H 99-ASM5.01 I 99-ASM5.01 J 99-ASM5.01 K 99-ASM5.01 L 99-ASM5.01 M 99-ASM5.01 DRAFT 6/17/26 ARCHITECTURAL STRUCTURAL DETAILS - 2 ----99-ASM5.02A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADESARCHITECTURAL STRUCTURAL DETAILS - 2 ----99-ASM5.02 BLOCK VENEEROR BACKUPMASONRY REINF.INSULATIONBRICK(VENEER MCJ)TYPE 1 SASH BLOCKDRY JOINTPREFORMED RUBBERCONTROL JOINTPREMOLDEDBACKINGCAULK (3/8"x3/8")(CMU BACKUP MCJ)TYPE 2 ****MASONRY CONTROL JOINTNO SCALE1'-0" 3'-0"8'-0" ****GUARD POSTNO SCALE SPECIFICATION REFERENCES:03 30 00 CAST IN PLACE CONCRETE05 50 00 METAL FABRICATIONSGROUT AFTER HOOKINSTALLATIONTACK WELD NUTTO PLATEPL 8x8x1/2"ROOF PLANK 3/4" BAR HOT-DIP GALVANIZEDAFTER FABRICATION4" COREDRILLED HOLE3" 3" 1 1/2"MAX. ****CHAIN HOIST HOOKNO SCALE SPECIFICATION REFERENCES03 41 13 PRECAST CONCRETE HOLLOW CORE PLANKS05 50 00 METAL FABRICATIONSNOTES TO ENGINEER1. CALL OUT LOAD CAPACITY ON ROOF PLAN2. CONSIDER STAINLESS STEEL IN SEVERE ENVIRONMENTS. SEE PLAN4'-6" 5/8" S.S. THREADED ROD, ADHESIVEANCHOR, EMBED 6" (TYP.)WELDEDBRACKET ALUM. STAIRSTRINGER C10x8.64CONTINUOUS WITHLANDING (TYP.)RAILING STRINGERMOUNTING ALUMINUMANGLE4x4x3/8" ALUMINUM ANGLE∠2-1/2x2-1/2x1/4--990-ASM-.--5/8" S.S. BOLT(TYP.) SPECIFICATION REFERENCES05 50 00 METAL FABRICATIONS05 56 00 ANCHOR BOLTS AND POST-INSTALLEDANCHORS NOTE TO ENGINEERWE TYP. USED L 4x4x3/8. REVIEWANGLE SIZE USING RISA.NOTES:1.T=TREAD, R=RISE. SEE PLAN OR SECTION VIEWS(S) FORDIMENSIONS AND NUMBER OF TREADS AND RISES.2.PROVIDE CLIP ANGLES AND EXPANSION BOLTS AT BOTTOM OFSTAIR SIMILAR TO TOP OF STAIR.3.STAIR WIDTH=3'-8" OUT-TO-OUT OF STRINGERS, UNLESS NOTEDOTHERWISE.C10x8.64 LB/FT AL. STRINGERAL. ABRASIVE NOSINGSERRATED AL. GRATING STAIRTREAD, FASTEN TO STRINGERS W/SS BOLTS7x3"x3/8"x4 LONG AL. BENT PLATE W/2~5/8" S.S. EXP. ANCHORSNOSELINE ALUMINUM RAILINGSEE NOSINGDETAILAL. NOSING PER SPEC. 1/8" AL. PLATE RISER 1 1/2"NOSETR1" NOSE 4" ****ALUMINUM STAIRNO SCALE ----NOSE LINE SPECIFICATION REFERENCES05 50 00 METAL FABRICATIONS05 56 00 ANCHOR BOLTS AND POST-INSTALLED ANCHORSNOTES TO ENGINEER1.EDIT CLIP ANGLE AND EXP. BOLT SIZES PER DESIGN REQUIREMENTS.2.CHECK EDGE DISTANCES.3.OMIT 18" SOLID RISER FOR TANK STAIRS, AND OTHER LOCATIONS WHERE NOTREQUIRED. ONLY REQUIRED FOR CODE MEANS OF EGRESS STAIRS.4.DESIGN STRINGER TO CONCRETE CONNECTION AND MODIFY AS NEEDED.2~EXP. ANCHORS. PROVIDE 4"BETWEEN ANCHORS NOTES:1. LADDERS SHALL BE FABRICATED OFALUMINUM.2. ANCHOR LADDERS TO WALLS ANDFLOOR PER MFR. REQUIREMENTSSUBJECT TO ENGINEER REVIEW.∠3"x3"x1/2"RUNG (PROVIDE SERRATED SURFACE)LADDERTYPEALUMINUMRUNGSIZE1"ØRAILSIZE1 1/2"x1 1/2"x0.125"SQUARE TUBECLIPSIZE6" WIDE x 1/2"THICK x LENGTH 2~1/2" DIA. ADHESIVE ANCHORED STAINLESSSTEEL THREADED RODRAILCLIP 7"PLAN ELEVATION FOR TOP OF LADDER ATLANDING SEERAILCLIP ****LADDERNO SCALE ---- 1-91-9NOTES:1ALL RAILS AND POSTS SHALL BE ALUMINUM. ALLACCESSORIES SHALL BE ALUMINUM OR STAINLESSSTEEL.2ALL RAIL SYSTEMS SHALL MEET OSHA PERFORMANCESTANDARDS FOR PUBLIC AND INDUSTRIAL APPLICATIONSAND xxxxx BUILDING CODE.3EXTEND HANDRAILS HORIZONTALLY A MIN. 1'-0" BEYONDTOP RISER. HANDRAILS SHALL CONTINUE TO SLOPE FORTHE DEPTH OF ONE TREAD BEYOND THE BOTTOM RISER.4MOUNT HANDRAIL TO WALLS OR RAILING POSTPER .RAILING SIDEMOUNTINGMAX.4" TOE BOARDWHERE NOTED.RAILING TOPMOUNTING RAILING STRINGERMOUNTING 5'-0" (TYP.)(6'-0" MAX.) 3'-6" 1/4"4" 2'-10" HANDRAIL ****ALUMINUM RAILINGNO SCALE ---- ------------FASTEN PER MANUFACTURER'SRECOMMENDATIONSFABRICATEDWALLBRACKET3" ****HANDRAIL WALL MOUNTINGNO SCALE SPECIFICATION REFERENCES05 52 00 HANDRAILS AND RAILINGS05 56 00 ANCHOR BOLTS AND POST-INSTALLED ANCHORS BASE FLANGE W/ S.S. EXP. ANCHORS OR ADHESIVEANCHORS, UNLESS NOTED OTHERWISE #4@24"REINFORCING INSERTAS REQUIRED4" TOE BOARD WHERE NOTED4"2 1/2"2~#4 8"8"WHERE INDICATEDTYPICAL1/4"MAX. ****RAILING TOP MOUNTINGNO SCALE SPECIFICATION REFERENCES03 11 00 CONCRETE FORMWORK03 20 00 CONCRETE REINFORCEMENT05 52 00 HANDRAILS AND RAILINGS05 56 00 ANCHOR BOLTS AND POST-INSTALLED ANCHORS ALUMINUM BASEFLANGE, FASTEN TOSTRINGER W/ 2~S.S. BOLTSREINFORCINGINSERT AS REQUIRED ****RAILING STRINGER MOUNTINGNO SCALE 4" TOE BOARD2"(TYP.)5" 4"1/4"1 1/2"* 5" DIMENSION MAY BE REDUCED IF BEARING FACE IS LESS THAN 9" DEEP.****RAILING SIDE MOUNTINGNO SCALE SPECIFICATION REFERENCES05 52 00 HANDRAILS AND RAILINGS05 56 00 ANCHOR BOLTS AND POST-INSTALLED ANCHORS****ALUMINUM STAIR LANDINGNO SCALE **--INTERIOR NON-BEARING WALLNO SCALE2'-0"6" --MASONRY SLEEVENO SCALE A 99-ASM5.02 B 99-ASM5.02 C 99-ASM5.02 D 99-ASM5.02 E 99-ASM5.02 F 99-ASM5.02 G 99-ASM5.02 H 99-ASM5.02 I 99-ASM5.02 J 99-ASM5.02 K 99-ASM5.02 L 99-ASM5.02 M 99-ASM5.02 DRAFT 6/17/26 ARCHITECTURAL STRUCTURAL DETAILS - 1 ----99-ASM5.03A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADESARCHITECTURAL STRUCTURAL DETAILS - 1 ----99-ASM5.03 MAX. SPANSUPPORT ANGLESIZE5'-6"4'-6"3'-6"2"x2"x1/4"2"x2"x1/4"1 1/2"x1 1/2"x1/4"2"x3/16"1 3/4"x3/16" ALUMINUM SUPPORT ANGLESTRAP ANCHORS@ 2' O.C.ALUMINUM ANGLE2 1/2"x1 1/2"x1/4" SERRATEDSURFACE GRATING5/8" DIA. STAINLESS STEEL ANCHOR @ 18" O.C.AS SPECIFIED FOR WALL TYPE NOTES:1.PROVIDE 4"x3"x3/8" ALUMINUM SUPPORT ANGLE ACROSS OPENINGS. BOLTENDS OF ANGLE TO SIDES OF OPENINGS WITH S.S. EXP. BOLTS. LOCATEANCHOR BOLTS MIN. 4" FROM EDGES OF OPENING.2.CUT GRATING SUPPORT ANGLES TO PROVIDE CLEARANCE FOR STOP PLATEGROOVES.3.APPLY BITUMINOUS PAINT COATING TO ALUMINUM SURFACES IN CONTACTWITH CONCRETE. ****ALUMINUM GRATING NO SCALE 1 1/4"x3/16"1 1/2"x3/16"2 1/4"x3/16"1 3/4"x1 3/4"x1/4"2 1/2"x2 1/2"x1/4"6'-0"4'-0"℄ RAILINGC GATELEXTEND GRATING TOWITHIN 1" OF GATE ℄4"x3"x3/8"ALUMINUM ANGLE(OR AS NOTED)ANCHOR TO WALLBEYOND OPNG. PROVIDE CLIP ANCHORS WHEREOPPOSITE END OVERHANGSSUPPORT (MIN. 3 PER GATE) ****GRATING AT GATESNO SCALE TOEBOARD WHERE NOTED ****FOUNDATION LEGENDNO SCALE****TYPICAL CHANNEL FILLETNO SCALE 2 1/2"MIN. ****CONCRETE EQUIPMENT PADNO SCALE 2x10 ANCHORED TO PLANK W/2~1/2" EXPANSION BOLTS (4SIDES TYP.)1x4 FASTEN TO 2x10 (4SIDES TYP.) STUFF CORES WITH 6"BATT INSULATION (2'-0"MIN. TYP.)3/4" A-C EXTERIORPLYWOOD W/ INSULATIONATTACHEDCOMPRESSION TYPE FOAMSEALER ALL AROUND (TYP.)2x12 INSULATION RETAINERFASTEN TO 2x10'S(4 SIDES TYP.) NOTE: PLANK SUPPORT ANGLES NOT SHOWN****ATTIC ACCESSNO SCALE SPECIFICATION REFERENCES05 56 00 ANCHOR BOLTS AND POST-INSTALLED ANCHORS06 11 00 WOOD FRAMING AND SHEATHING07 21 13 BATT AND BLOWN-IN INSULATION ****FIBERGLASS GRATINGNO SCALE SPECIFICATION REFERENCES05 56 00 ANCHOR BOLTS AND POST-INSTALLED ANCHORS06 60 00 FIBERGLASS FABRICATIONS06 61 10 FIBERGLASS GRATING NEOPRENE GASKET TOTOP OF WEIR AT ENDS1/4" THICK FIBERGLASS2 5/8" DIA. HOLE5" O.D. FLAT FIBERGLASS REINF.POLYESTER WASHERS REQ'DFOR FIBERGLASS WEIR1/2" DIA. S.S. EXP. ANCHORS W/NUTS @ 18" O.C. SPACING UNLESSOTHERWISE NOTED3 ANCHORS MIN. PERPLATE SECTIONTOP OFWEIR WALL1/8" THICK NEOPRENE GASKETDETAIL A1/4"1/8"1 1/2"3"2 1/2"A 2 1/2"9" (TYP.)18" MAX.3"VARIES 45° ****SHARP CRESTED WEIRNO SCALE SPECIFICATION REFERENCES05 56 00 ANCHOR BOLTS AND POST-INSTALLED ANCHORS06 61 14 FIBERGLASS WEIRS, BAFFLES, AND TROUGHSWALL BEHINDTOP OF WEIR WALL 2 1/2"WEIR EL AS NOTEDSCUM BAFFLE(SEE SPECIFICATION)"V"-NOTCH WEIRSEESTAINLESS STEELFLATHEAD SCREWS W/NUT & WASHERSTAINLESS STEEL 1/2"DIA. ANCHOR BOLTSWITH NUT AND WASHER(LOCATE TO CLEAR C.J.)NOTE: SCUM BAFFLE SUPPORT AND ANCHORAGESYSTEM SHALL BE DETAILED BY EQUIPMENTMFR. AND REVIEWED BY THE ENGINEER. 8" 12" 10"6" ****SCUM BAFFLENO SCALE S06-008D-06-01SPECIFICATION REFERENCES05 50 00 METAL FABRICATIONS05 56 00 ANCHOR BOLTS AND POST-INSTALLED ANCHORS06 60 00 FIBERGLASS FABRICATIONS SPECIFICATION REFERENCES05 50 00 METAL FABRICATIONS05 56 00 ANCHOR BOLTS AND POST-INSTALLED ANCHORS06 60 00 FIBERGLASS FABRICATIONS NOTES:1.ATTACH WEIR TO CONCRETE WALL WITH 1/2" STAINLESS STEEL EXP.ANCHORS AND NUTS AT 18" O.C. FOR STRAIGHT WALLS, 24" O.C. FORCURVED WALLS OR AS NOTED ON THE DRAWINGS. (MINIMUM OF 3FASTENERS PER PLATE SECTION)2.INSTALL 1/8"x6" NEOPRENE GASKET FULL LENGTH BETWEEN WEIR AND CONCRETE OR STEEL TROUGH.3.PLACE FIBERGLASS REINFORCED POLYESTER FLAT WASHER BEHINDEACH NUT. (FOR FIBERGLASS WEIRS ONLY) TYP. 3"-90° "V" NOTCHES 6" O.C.5/8"x2 5/8" SLOTS 1/4" FIBERGLASS ****V-NOTCH WEIR PLATENO SCALE ****CONCRETE SPLASH PADNO SCALE6"10"2'-0" 1'-6"2"4"E99-ASM6.02EXTERIOR DOOR DETAILS DOOR HEAD DOOR JAMB LINTEL, SEE DOORSCHEDULEHOLLOW METAL FRAME,CENTER ON CAVITY CONCRETE BLOCK, SEE PLAN FORREINFORCING AND GROUTING4x4x1/4 ANGLE BOLT TO BLOCK WITH1/2" DIA. SS ADHESIVE ANCHORS @16" O.C.CAULK CAULK EACH FACE MASONRY VENEER,REFER TO PLAN ANDELEVATIONSMASONRY VENEER,REFER TO PLAN ANDELEVATIONS THROUGH WALLFLASHINGS.S.TERMINATION BAR S.S.DRIP EDGEWEEPHOLES @32" O.C. SPECIFICATION REFERENCES ****EQUIPMENT PADNO SCALE A 99-ASM5.03 B 99-ASM5.03 C 99-ASM5.03 D 99-ASM5.03 E 99-ASM5.03 F 99-ASM5.03 G 99-ASM5.03 H 99-ASM5.03 I 99-ASM5.03 J 99-ASM5.03 K 99-ASM5.03 L 99-ASM5.03 M 99-ASM5.03 L 99-ASM5.02 DRAFT 6/17/26 PERSONNEL DOOR TYPESNO SCALEMETAL FRAME TYPESNO SCALEOVERHEAD DOOR TYPESNO SCALE SCHEDULES - 1 ----99-ASM6.01A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADESSCHEDULES - 1 ----99-ASM6.01 10PERPERDOOR TYPESNO SCALE PERPERPER PERPER PER 6PERPER8 FRAME TYPESNO SCALE PER2"2"2"PER2"PER2"PER4" H99-ASM5.04INTERIOR DOOR DETAILS 3"1'6"0 TO BE UPDATED TO BE UPDATED TO BE UPDATED DRAFT 6/17/26 SCHEDULES - 2 ----99-ASM6.02A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: PHILIP A. BZDUSEK3844.022OZAUKEE COUNTY, WISCONSINVILLAGE OF FREDONIAWASTEWATER TREATMENT PLANT UPGRADESSCHEDULES - 2 ----99-ASM6.02 SPECIAL INSPECTIONS NOTES:1.SPECIAL INSPECTIONS SHALL BE IN ACCORDANCE WITH THE 2018 INTERNATIONAL BUILDINGCODE. REFERENCE SHALL BE MADE TO THE 2018 INTERNATIONAL BUILDING CODE FORADDITIONAL REQUIREMENTS NOT PROVIDED BELOW.2.ALL SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT APPROVED AGENCYEMPLOYED BY THE OWNER. THIS AGENCY MAY BE THE ENGINEER, THE PROJECT SOILSENGINEER, OR A THIRD PARTY AS NOTED ON THE SCHEDULES ON THIS SHEET.3.PRIOR TO THE START OF CONSTRUCTION, THE SPECIAL INSPECTORS SHALL PROVIDEWRITTEN DOCUMENTATION TO THE BUILDING OFFICIAL DEMONSTRATING THE COMPETENCEAND RELEVANT EXPERIENCE OR TRAINING OF THE SPECIAL INSPECTORS WHO WILLPERFORM THE SPECIAL INSPECTIONS AND TESTS DURING CONSTRUCTION.4.THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE TOTHE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS.5.THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL,THE ENGINEER OF RECORD, AND OTHER DESIGNATED PERSONS WITHIN 2 DAYS OFCOMPLETION OF EACH PHASE OF WORK LISTED ON THE DRAWINGS.6.ANY UNCORRECTED DEFICIENCIES, IF NOT CORRECTED BY THE CONTRACTOR WITHIN AREASONABLE TIME, SHALL BE STATED IN THE REPORT.7.THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT TO THE BUILDING OFFICIAL UPONCOMPLETION OF ALL WORK.8.CONTRACTOR SHALL INFORM THE SPECIAL INSPECTOR AT LEAST ONE WORKING DAY INADVANCE OF WORK REQUIRING SPECIAL INSPECTIONS. ANY WORK PERFORMED WITHOUTREQUIRED SPECIAL INSPECTIONS IS SUBJECT TO REMOVAL AT CONTRACTOR’S EXPENSE.GENERAL STRUCTURAL NOTES:1.SEE FOR FILL AND BACKFILL REQUIREMENTS.2.PROVIDE SUPPLEMENTAL REINFORCING AROUND ALL OPENINGS IN WALLS AND SLABS PER3.SEE SCHEDULE ON THIS DRAWING FOR MINIMUM REINFORCING LAP LENGTHS.4.PROVIDE MINIMUM CLEAR COVER TO REINFORCING IN ACCORDANCE WITH TABLE ON THISDRAWING.5.SEE FOR FOUNDATION LEGEND.6.HORIZONTAL BARS IN WALLS SHALL BE PLACED OUTSIDE OF VERTICAL BARS UNLESSSHOWN OTHERWISE.7.STRUCTURES WITH CONCRETE TOP SLABS SHALL NOT BE BACKFILLED UNTIL THE TOP SLABIS INSTALLED AND REACHES SPECIFIED 28-DAY STRENGTH.8.BELOW-GRADE WALLS WITH EARTH ON ONE SIDE AND OCCUPIABLE SPACES ON THE OTHERSHALL RECEIVE FLUID-APPLIED WATERPROOFING AND HAVE CONSTRUCTION JOINTS WITHPVC WATER STOP.9.WHERE ADHESIVE ANCHOR DOWELS ARE NOTED, UNLESS SHOWN OTHERWISE ROUGHENEXISTING SURFACE TO 1/4” AMPLITUDE AND APPLY BONDING AGENT. PROVIDE HYDROPHILICWATER STOP WHERE REQUIRED BY SPECIFICATIONS. LAP IN ACCORDANCE WITH CONCRETEOR MASONRY LAP SCHEDULES ON THIS DRAWING, AS APPLICABLE.10.PROVIDE REINFORCING AT TANK WALL CORNERS PER11.PROVIDE REINFORCING AT T-INTERSECTIONS IN TANK WALLS PER12.PROVIDE REINFORCING AT BASEMENT AND FOUNDATION WALL CORNERS PER13.FOR TYPICAL CONSTRUCTION JOINT DETAILS, SEE14.WHERE ADHESIVE ANCHORS ARE SHOWN, DRILL AND CLEAN HOLE AND INSTALL ADHESIVEAND REINFORCING DOWEL OR THREADED ROD IN STRICT ACCORDANCE WITHMANUFACTURER’S INSTRUCTIONS. SPECIAL INSPECTIONS SHALL APPLY IN SOME INSTANCES.SEE SPECIAL INSPECTIONS SCHEDULE ON THIS DRAWING.15.FOR LINTELS AT DOORS AND WINDOWS, SEE DOOR AND WINDOW SCHEDULES ON99-ASM6.01.16.NOT USED17.WHERE VERTICAL REINFORCING BARS ARE NOTED IN MASONRY WALLS, BARS SHALL RUNFULL HEIGHT OF WALL IN FULLY GROUTED CORES. PROVIDE MASONRY DOWEL ADHESIVEANCHORS EMBED 6” IN FOUNDATION UNLESS NOTED AS "SHEAR WALL DOWELS." RUN 6” INTOBOND BEAM AT TOP OF WALL. LAP IN ACCORDANCE WITH MASONRY BAR LAP SCHEDULE ONTHIS DRAWING.18.WHERE "SHEAR WALL DOWELS" ARE NOTED, BAR MUST BE CAST-IN AND EMBEDDED INFOUNDATION AS NOTED.19.WHERE PIPING PASSES THROUGH MASONRY WALLS, PROVIDE SLEEVE PER20.WHERE SUPPLEMENTAL ALUMINUM GRATING OR PLANK SUPPORTS ARE NOTED, SUPPORTSSHALL BE FASTENED TO CONCRETE WITH 2~5/8” DIA SS THREADED ROD ADHESIVE ANCHORSAT EACH END, UNLESS NOTED OTHERWISE.21.WHERE FLOORS ARE NOTED TO BE SLOPED, PROVIDE 1/4” PER FT SLOPE UNLESS NOTEDOTHERWISE.22.HYDROPHILIC WATERSTOP SHALL BE PROVIDED AT ALL PIPE PENETRATIONS IN WALLS ANDSLABS THAT ARE EXPOSED TO EARTH ON ONE SIDE. D 99-C5.01 DRAFT 6/17/26 TO BE UPDATED 3-7 Sidewalk Installation and Cost Responsibility PURPOSE The purpose of this policy is to establish consistent guidelines for the installation of sidewalks within the Village of Fredonia and to clearly define when the Village and/or property owners are responsible for associated costs. This policy is adopted pursuant to the Village’s police powers under Article XI, Section 3 of the Wisconsin Constitution and Chapters 61, 62, and 66 of the Wisconsin Statutes, including but not limited to § 61.34, Wis. Stats., and § 66.0907, Wis. Stats., relating to sidewalk construction, repair, and special assessments. This policy is intended to supplement and implement the provisions of Chapter 491 of the Village of Fredonia Municipal Code pertaining to Streets and Sidewalks, including sidewalk construction, inspection, repair, and replacement requirements. POLICY 1. General Requirement Pursuant to Village Ordinance, sidewalks are required to be installed on at least one side of all public streets within the Village. 2. Side of Street Determination To promote safer winter conditions and reduce long-term maintenance issues, sidewalks should generally be installed on the north and west sides of streets. This orientation maximizes exposure to sunlight, aiding in the natural melting of snow and ice. Exceptions may be made where: • Existing infrastructure dictates otherwise • Topography or drainage creates conflicts • Connectivity or pedestrian safety would be better served on an alternate side Final determination shall be made by the Village Director of Public Works. 3. Cost Responsibility A. Village-Initiated Replacement When the Village determines that an existing sidewalk requires replacement (due to age, condition, or infrastructure projects), the Village shall bear 100% of the cost of removal and replacement. B. New Sidewalk Installation (Previously Non-Existent) When sidewalks are installed in areas where none previously existed, costs shall be shared as follows: 50% Village responsibility 50% property owner responsibility This cost-sharing applies to retroactive installations in developed areas where sidewalks were not originally constructed. Costs may include construction, grading, restoration, engineering, administration, and related expenses. C. New Development / Annexation For new development, redevelopment, or properties brought into the Village: • The developer and/or property owner shall be responsible for 100% of the cost of sidewalk installation. • Sidewalks must be installed in accordance with Village standards as part of the development process. Costs may include construction, grading, restoration, engineering, administration, and related expenses. 4. Village Board Authority and Special Assessments Nothing in this policy shall limit or restrict the authority of the Village Board. The Village Board may, at its sole discretion, exercise its police powers under Wisconsin State Statutes to require sidewalk installation and to levy special assessments against benefited properties for all or a portion of the costs. This policy is intended as a general guideline only and shall not bind the Village Board to any specific course of action. The Board reserves the right to deviate from this policy as it deems necessary to serve the public health, safety, and welfare. 5. Administration The Director of Public Works and Village Administrator shall oversee implementation of this policy. Cost estimates, assessments, and billing shall follow standard Village procedures. Any deviations from this policy must be approved by the Village Board.