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10.d1 Bliss Wastewater Project - Request to Approve Plans, Specs and Authorize Ad for Bid 14727 209 th St. N., Scandia, Minnesota 55073 Phone (651) 433 -2274 Fax (651) 433 -5112 http://www.ci tyof scandia.com December 16, 2025 Honorable Mayor and City Council 14727 209th Street N Scandia, MN 55073 Re: Bliss Wastewater System Nitrogen Removal Project Approve Plans, Specifications and Authorize Advertisement for Bid. Dear Mayor and Council: We request that the City Council approve plans, specifications and authorize advertisements for bid for the Bliss Wastewater System Nitrogen Removal Project. This project has been in the works for multiple years, awaiting grant funding to be able to proceed, which it now appears likely to receive. Funding Funding pursuits for this project began in 2023, with the submittal of the initial facility plan to the Minnesota Pollution Control Agency (MPCA) and first submittal to the Minnesota Public Facilities Authority (MN PFA) for inclusion on their Intended Use Plan (IUP). Design of the project occurred over the following year, and plans & specifications were submitted to the MPCA for certification in Spring 2024. Around this same time, Scandia re-applied to be on the IUP and also applied for Point Source Implementation Grant (PSIG) funding. Due to the lack of a bonding bill from the MN Legislature in 2024, the funding for the PSIG program was not available to the project on that year’s final list. In 2025 a bonding bill was passed in a special session which included funding the public infrastructure programs. Scandia again applied for PSIG in the summer, and as of the Draft 2026 IUP that was issued on November 13, 2025, it appears likely that significant funding for the project will likely be available. This should be confirmed in December upon issuance of the Final 2026 IUP by the PFA. 14727 209 th St. N., Scandia, Minnesota 55073 Phone (651) 433 -2274 Fax (651) 433 -5112 http://www.ci tyof scandia.com As it stands, funding for this project would come from the following breakdown of sources: • $1,280,720.00 in grant money from the PFA’s PSIG program (related to removal of nitrogen) • $319,280.00 in low interest loans from the PFA’s Clean Water Revolving Fund (CWRF) The total funding that appears to be allocated for this project is $1,600,000. The most recent PSIG application submitted had increased the project cost estimate (including engineering and other expenses during construction) to just over $2,000,000. A request for this update to be made to the Final IUP has been sent in, with the goal of still obtaining an 80% grant/20% loans split for the project funding. Project Need & Summary The Bliss Wastewater System Nitrogen Removal project is necessary to meet MPCA requirements. At the Bliss Wastewater System, one of the groundwater monitoring wells was consistently producing nitrate samples above the allowed limit of 10 mg/L. Although all factors are not known, this is likely due to the final water entering the ground from the treatment system. Although the system continues to function effectively, it was never originally intended or designed for nitrate removal. The new additions to the system will primarily include a biological filter for nitrogen removal ahead of the drainfield cells, along with supporting structures and a small building to house blowers for filter backwash and a small chemical feed system for supplemental carbon. As part of the revised permit related to this system, the MPCA will no longer be requiring nitrogen sampling at the groundwater monitoring wells. Instead, this sampling will take place prior to water entering the drainfields. Upcoming Project Timeline Approve Plans & Specifications/Authorize Ad for Bid December 16, 2025 Bid Opening February 4, 2026 Consider Contract Award at City Council Meeting February 17, 2026 Construction May - December 2026 Please do not hesitate to contact me with any questions regarding this project at 651-308-1491. Sincerely, Isiah Bubany, P.E. Project Engineer Enclosures: Bid Plan Set RESOURCE LIST CITY OF SCANDIA, MINNESOTA City Hall 209th St N, Scandia, MN 55073 Phone: (651) 433-2274 City Administrator: Kyle Morell Mayor: Christine Maefsky City Council Members: Steve Kronmiller Michael Lubke Jerry Cusick Heather Benson Project Engineer: Jacob Humburg ENGINEER, P.E. Bolton & Menk, Inc. 12224 Nicollet Avenue Burnsville, Minnesota 55337 Phone: (952) 890-0509 Email: burnsville@bolton- menk.com Utility Superintendant: Charles Fischer DATENO.ISSUED FOR SHEET DESIGNED DRAWN CHECKED CLIENT PROJ. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA SIGNATURE: TYPED OR PRINTED NAME: DATE LIC NO. 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: burnsville@bolton-menk.com www.bolton-menk.com PROJECT LOCATION CONSTRUCTION PLANS FOR NOTE: EXISTING UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THE CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW. NOTIFY GOPHER STATE ONE CALL , 1-800-252-1166 OR 651-454-0002. THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." Jacob E. Humburg 56751 © B o l t o n & M e n k , I n c . 2 0 2 3 , A l l R i g h t s R e s e r v e d Au t o d e s k D o c s : / / S C A N D I A B L I S S W A S T E W A T E R T R E A T M E N T FA C I L I T Y / 1 3 1 0 2 0 _ S C N D _ W W T F _ R 2 5 . r v t 1.01 12/16/25 CITY OF SCANDIA, MINNESOTA BLISS WASTEWATER TREATMENT FACILITY IMPROVEMENTS 2024 BLISS WASTEWATER TREATMENT FACILITY IMPROVEMENTS CITY OF SCANDIA, MINNESOTA JEH NLH JEH 0N.131020 TITLE, LOCATION MAP, AND SHEET INDEX PROPOSED SITE - PLAN EXISTING SITE - PLAN STANDARD DETAILS STANDARD DETAILS DESIGN DATA HYDRAULIC PROFILE AND DESIGN DATA LEGEND ABBREVIATIONS TITLE, LOCATION MAP AND SHEET INDEX SHEET INDEX 1.01 1.02 1.03 1.04 1.05 1.06 1.07 2.01 2.02 SHEET NO.GENERAL SITE PROPOSED FILTER CLEARWELL MANHOLE & EXISTING LIFT STATION NO.4 - SECTION PROPOSED FILTER CLEARWELL MANHOLE & EXISTING LIFT STATION NO.4 - PLAN EXISTING DRAINFIELD DOSING STATION EXISTING INFLUENT SEPTIC TANKS AND FILTER DOSING STATION PROCESS FLOW DIAGRAM5.01 5.02 5.03 5.04 5.05 PROCESS 5.06 5.07 PROPOSED FILTER MANHOLE - PLAN & SECTION PROPOSED FILTER MANHOLE - UNDERDRAIN ASSEMBLY PLAN 5.08 PROPOSED FILTER BACKWASH EQ MANHOLE - PLAN & SECTION PROPOSED SITE - PLAN (ENLARGED)2.03 5.09 PROPOSED BUILDING - PLAN STRUCTURAL NOTES, FOUNDATION PLAN, AND DETAILS3.01 STRUCTURAL DETAILS CONTROL BUILDING SITE PLAN EXISTING SITE PLAN ELECTRICAL SYMBOLS & ABBREVIATIONS7.01 7.02 7.03 7.04 7.05 ELECTRICAL STANDARD DETAILS1.07 Big Marine Lake R A SUBMITTAL 03/29/2024 B SUBMITTAL 6/21/2024 0 BID 12/16/2025 T TB T & B TBE TBM TC T.F. TFE TEL T & G THR'D TK TOE TP TRANS TRANSV TV TW TYP UBC UC UG UGC UH UL UR UW V VAR VB VCP VERT VOL VTC VTR W W/ WC WCO WD WDW W'MN W/O WS WSTP WT WWM XS YH YD THERMOSTAT, TREAD OF STAIR, TOP, TANGENT TACK BOARD TOP AND BOTTOM THREAD BOTH ENDS TEMPORARY BENCH MARK TOP OF CURB TOP OF FOOTING TOP OF FOOTING ELEVATION TELEPHONE TONGUE AND GROOVE THREADED TANK THREAD ONE END TELEPHONE POLE, TELEGRAPH POLE TRANSITION, TRANSMITTED TRANSVERSE THERMOSTATIC VALVE TOP OF WALL, THERMOMETER WELL TYPICAL UNIFORM BUILDING CODE UNDER-CROSSING UNDERGROUND UNDERGROUND CONDUIT UNIT HEATER UNDERWRITERS LABORATORIES URINAL UTILITY VACUUM, VALVE, VERTICAL, VENT, VOLT, VOLUME VARIES, VARIABLE VAPOR BARRIER VITRIFIED CLAY PIPE VERTICAL VOLUME VENT TO CEILING VENT THROUGH ROOF WEST, WASTE, WATER WATER COLUMN, WATER CLOSET WALL CLEANOUT WINDOW WATER MAIN WITHOUT WATER SURFACE WATER STOP WEIGHT WELDED WIRE MESH EXTRA STRONG YARD YARD HYDRANT V W WITH WOOD WASTE ACTIVATED SLUDGEWAS TAN TANGENT TEMP CONN TEMPORARY CONNECTION TH TRUNK HIGHWAY TOPOG TOPOGRAPHY TREE, TRENCH, TRACKTR TS TANGENT TO SPIRAL, TOPSOIL, TOP SLOPE TTH TEMPORARY TRUNK HIGHWAY TWP TOWNSHIP UNADJ UNADJUSTED USGS U.S. GEOLOGICAL SURVEY VC VERTICAL CURVE VEHICULAR MEASUREVM VITRIFIEDVIT VPC VERTICAL POINT OF CURVATURE VPI VERTICAL POINT OF INTERSECTION VPT VERTICAL POINT OF TANGENCY WEST BOUND LANEWBL X-RD CROSS ROAD X-OVER CROSSOVER CROSS SECTIONXSECT BV BUTTERFLY VALVE BEGIN VERTICAL CURVE BACK WATER VALVE CATCH BASIN, CHALK BOARD CENTER TO CENTER CEILING DIFFUSER COUNTY AID ROAD CHLORINE GAS, CHLORINATOR, CHAIN LINK, CLEARANCE, CENTERLINE CUBIC FEET PER HOUR CUBIC FEET PER MINUTE CUBIC FEET PER SECOND CURB AND GUTTER CHECKERED PLATE CEMENT MORTAR LINED AND COATED CORRUGATED METAL PIPE CONCRETE MASONRY UNIT CONCRETE, CONCENTRIC CONSTRUCTION, CONSTRUCT CONTINUED, CONTINUOUS CLEAN-OUT TO GRADE CAUSTIC SODA, CAST STEEL, CURVE SPIRAL COUNTY STATE AID HIGHWAY COPPER, CUBIC DRINKING FOUNDATION DUCTILE IRON PIPE DOWN, DECANT DISSOLVED OXYGEN DOOR, DRAIN DRENCH SHOWER AND EYE WASH DIFFUSER, DIFFERENTIAL CAST IRON PIPE CORRUGATED METAL PIPE ARCH CULTIVATED FIELD DEGREE OF CURVE DESIGN, DESIRABLE DISTANCE, DISTRICT CEMETERY, CEMENT COUPLINGCPLG DO DS DWG DIFF DRWY DR DRAWING DRIVEWAY DISP DN DISCH DIV DIST DIAPH DIP DIA DG DI DF DISCHARGE DISPENSER DIVISION DOOR GRILLE, DITCH GRADE DUCTILE IRON DIAMETER DIAPHRAGM CULT DC DEP DET DES DAMP DBLK CYL CULV CY DAMPER DETAIL DITCH BLOCK DEPARTURE CUBIC YARD CYLINDER CULVERT CU YD CU FT CTWD CTSK CU CTR C.S.A.H. CT CRK CS COTTONWOOD CUBIC FOOT CUBIC YARD COUNTERSINK CERAMIC TILE CENTER CREEK CIP CONT CORD COTG CP CONTR COR CONC CONST CONN COMP COM CONTRACTOR COUNTY ROAD CORNER CATTLE PASS CONNECTION COMPACT COMPRESSOR CLG,CLNG CML & C COL CMU CO CMP CMP-A CLR CM CL CLEANOUT COLUMN CEILING CLEAR CENTIMETER CHXD PL CHAN CHK V CI CHEM CHG C & G CFS CFH CFM CEM CHANNEL CHEMICAL CHECK VALVE CAST IRON CHANGE CC CD CB CAB CAP CAR C BVC BWV CABINET CAPACITY CENTIGRADE, CURVE, CUT AMERICAN NATIONAL STANDARDS INSTITUTE ACTIVATED CARBON, ASPHALT CONCRETE AIR CONDITIONING ACOUSTIC, ACOUSTICAL ASPHALTIC CONCRETE PAVEMENT, ADJUST, ADJACENT ALUMINUM, ALUM AMERICAN PETROLEUM INSTITUTE ARCHITECTURAL AMERICAN STANDARDS ASSOCIATION (NOW ANSI) AMERICAN SOCIETY OF MECHANICAL ENGINEERS AMERICAN SOCIETY FOR TESTING AND MATERIAL AIR VACUUM AND AIR RELEASE VALVE AMERICAN WATER WORKS ASSOCIATION BEGIN CURVE, BOLT CIRCLE, BEGIN CURVE RETURN BACK FLOW PREVENTER BRAKE HORSEPOWER BLACK, BLOCK BEAM, BENCH MARK BLOW OFF ASSEMBLY BIOCHEMICAL OXYGEN DEMAND BACK PRESSURE VALVE BELL AND SPIGOT BOTTOM PLATE BRITISH THERMAL UNIT BACK SIGHT, BOTTOM SLOPE BRIDGE, BASE OF RAIL ANSI BEGINBEG BSMT BTM PL BTU B & S BS BRG BPV BR BOT BORR BOD BASEMENT BOTTOM BEARING BORROW BLD FLG BLDG BM BLKG BO BLK BFP BHP BIT BET BF BUILDING BLIND FLANGE BLOCKING BLIND FLANGE BITUMINOUS BETWEEN BCR BE BD BAL BC AZ AVAR AWWA ATM BOARD BOX ELDER BALANCE AZIMUTH ATMOSPHERE APPROX ARC L ASME ASTM ASSY ARCH ASA APPD APR APP API ARCH LENGTH ASSEMBLY APPROVED APPROXIMATE APPROACH APRON AC AMB ALUM ALT AGG AL ADJ AER ACP A/C ACOUS ALTERNATE ALUMINUM AMBIENT AGGREGATE AERATION AB ABBR ABUT A ACRE, ANGLE ABBREVIATION ANCHOR BOLT ABUTMENT (FORMERLY A.S.A.) ASBESTOS CEMENT PIPE BETWEEN CENTERS FLGD FLANGED FLOOR FLEXIBLE METAL HOSE FACE OF CONCRETE FACE OF MASONRY FACE OF STUDS FACE OF WALL FARM ENTRANCE FENCE POST FEET PER MINUTE FEET PER SECOND FEET, FOOT FOOTING FUTURE FRAME FRONTAGE ROAD FORWARD FORGED STEEL, FROTH SPRAY, FORE SIGHT, FAR SIDE, FLOOR SINK, FINISHED SURFACE, FLEXIBLE PIPE COUPLING FTG FTNG FWD FUT FT FS FR FR FPM FPS FPC FOW FP FOS FMH FOM FOC FME FLR ENT ENTRANCE EQUAL EQUIPMENT EVAPORATOR END VERTICAL CURVE EACH WAY, EYE WASH EQUATION ESTIMATE EDGE OF ROAD EXHAUST EXTRA HEAVY EXISTING EXPANSION JOINT EXTERIOR, EXTENSION FAHRENHEIT, FINISH FABRICATION, FABRICATE, FABRICATED FRESH AIR INTAKE FLAT BAR, FLOOR BEAM, FIELD BOOK FLOOR CLEANOUT FLOOR DRAIN FOUNDATION FEEDER FIRE EXTINGUISHER, FINAL EFFLUENT, FLAT FACE, FAR FACE, FINISHED FLOOR FACE TO FACE FINISHED GRADE FIRE HYDRANT FURNISH AND INSTALL FIGURE FINISHED FLOWLINE, FLOOR FLEXIBLE FLOCCULATOR, FLOCCULATION FLANGE EXPANSION FEDERAL AID FEDERAL AID INTERSTATE FEDERAL AID SECONDARY FEDERAL AID PRIMARY FEDERAL AID URBAN FENCE CORNER FEDERAL HEAD WALL EXCAVATION FAP FLEX FLOCC FLG FIN FL F & I FHDWL FIG F TO F FG FH FDN FE COR FF FED FDR FE FB FCO FD FAS FAU FABR FAI FAI FA F EXT EXP JT EXIST EXP EVAP EXC EX-HY EXH EVC EW EQUIP ER EST EQUA EQ END CURVE ECCENTRIC END CURB RETURN EACH FACE, EXHAUST FAN EFFLUENT EXHAUST GRILLE ELEVATION ELECTRICAL, ELECTRONIC ELEVATION ENGINE EAST BOUND LANE EMBANKMENT ENGINEER ECC ENGR ENG ELEV EMB ELEC EG EL EFF ECR EF EA EC EBL E EACH EAST, RATE OF SUPERELEVATION, HB HOSE BIBB HEADER HEXAGONAL MERCURY HOLLOW METAL STEEL HORIZONTAL HORIZONTAL HEIGHT OF INSTRUMENT HOUSE HEATING RETURN, HOUR HEATING HEATER HEATING AND VENTILATION HOT WATER, HIGH WATER HIGH WATER ELEVATION HIGH WATER LEVEL HOT WATER RETURN HOT WATER SUPPLY HANDWHEEL OPERATED HYDRAULIC, HYDRANT HEIGHT HIGH WATER LEVEL HIGHWAY HORSEPOWER, HIGH PRESSURE HYD HT H.W.L. HWS HWO HWY HWR HWL H & V H.W. EL. HW HTG HTR HR HP H, HOR HORIZ HO HMS HI Hg HDR HEX GAGE, GAUGE GALLON GALVANIZED IRON GRADE GENERAL, GENERATOR GROOVED FLANGE ADAPTOR GALVANIZED IRON GLOBE VALVE GALLONS PER DAY GRADE, GROUND GRADE BREAK, GRADE CHANGE GATE VALVE GYPSUM GALLONS PER HOUR GALLONS PER MINUTE WATER GARAGE GUY POLE GUARDRAIL GRAVEL GRANULAR GAL GV H20 H GYP HAUL GRAN GRD GR BRK GR GR GPH GPM GPD GLV GP GI GDE GEN GFA GALV GAR GA IP KWH KW KV KM KG JCT JSTS JNT, JT J & A JAN IRRG IPS IN INSTR INV INSUL INST INSL INL INP INFO INCL INFL ID IF IH IC IRON PIPE KILOWATT HOUR KILOWATT KILOVOLT KILOMETER KILOGRAM JACK AND AUGER JUNCTION JOISTS JOINT IRRIGATION JANITOR IRON PIPE SIZE INCH INSULATION, INSULATED INVERT ELEVATION INSTRUMENT INSULATION INSTALL INFORMATION INCLUDE INFLUENT IN PLACE INLET INTERSTATE HIGHWAY INTERIOR ANGLE OF CURVE INSIDE FACE INSIDE DIAMETER LB LWR LOR LT LWL LOC LOS LP LF LIN LO LEV LDG LAB LAV LAT L POUND LOWER LOW WATER LEVEL LINE-OFFICE REVISION LENGTH OF OFFSET SPIRAL LOW POINT, LIGHT POLE LOCATION LEFT LINEAR FEET LOADING LEVEL OUT LINEAR LEVEL LITER, LENGTH, LENGTH OF CURVE LABORATORY LAVATORY LATITUDE MFR, MFGR MATL OWG OZ OS & Y OUT OPNG OPER OH O.C.E.W. OD OF OBLIT OC MTL NRS NW N & D NTS NS NO NPT NPS NIC NF NEMA NFPA NE NC NBS NBL NAT N MTR MOD MS MTC MTD MPH MON MNDOT MO ML MM MK MIN MISC MI MH MGD MECH MEMB MET MCC MAX MAINT MACH MAS MAN MAG M M MATERIAL OIL, WATER, GAS OUNCE OUTSIDE DIAMETER OUTSIDE SCREW AND YOKE OPERATOR, OPERATING OVERFLOW, OUTSIDE FACE OVER CROSSING, ON CENTER ON CENTER EACH WAY OPENING OUTLET OVERHEAD OBLITERATE MATERIAL NATIONAL ELECTRICAL MANUFACTURERS NATIONAL FIRE PROTECTION ASSOCIATION NOMINAL PIPE SIZE (FORMERLY I.P.S.) NOT IN CONTACT NUMBER, NORMALLY OPEN NATIONAL PIPE THREAD NON-RISING STEM NORMAL WATER, NORTH WEST NOT TO SCALE NEAR SIDE NEAR SIDE NEAR FACE NORMALLY CLOSED NATIONAL BUREAU OF STANDARDS NORTH BOUND LANE NORTH EAST NATURAL NORTH MOTOR MINNESOTA DEPARTMENT OF TRANSPORTATION MOTOR OPERATED, MASONRY OPENING MATCH LINE, MEDIAN LINE MILES PER HOUR MECHANICAL-TYPE-COUPLING MODEL MONUMENT MOP SINK MOUNTED MILLIMETER MARK MOTOR CONTROL CENTER MILLION GALLONS PER DAY MINIMUM, MINUTE MANUFACTURER MANHOLE MISCELLANEOUS MALLEABLE IRON, MILE MEMBRANE MECHANICAL MAXIMUM METAL MIDDLE ORDINATE (CIRCULAR CURVE), MAXIMUM OFFSET (VERTICAL CURVE) MACHINE MASONRY MANUAL MAINTENANCE MAGNETIC METER ASSOCIATION PLYWOODPLY WD PPM POT POST POP POC PLF PLT PNEU PPH PPD PP PTDF PV PVC PROV PROP PROJ PRC PRESS PSIG PSIA PSI PSF PS PRV PT PR POUNDS PER SQUARE INCH GAUGE PRESSURE TREATED DOUGLAS FIR POINT, POINT OF TANGENCY PLUG VALVE POLYVINYL CHLORIDE POUNDS PER SQUARE INCH ABSOLUTE POUNDS PER SQUARE INCH POUNDS PER SQUARE FOOT PRESSURE REGULATING, PROVISIONS PROPERTY PROJECT POINT OF REVERSE CURVE PRESSURE PRESSURE SWITCH PAIR PARTS PER MILLION POINT ON TANGENT POINT ON SEMI TANGENT POINT OF CURVE PNEUMATIC POUNDS PER HOUR POUNDS PER DAY POWER POLE POUNDS PER LINEAR FOOT POPLAR PLANT PG pH PI PL PCC P PAVMT PC PE PCOTG PE PERF PERMISS PER PERIM PLAS PRESSURE CLEANOUT TO GRADE POINT OF COMPOUND CURVE PRIMARY CLARIFIER, PORTLAND CEMENT HYDROGEN ION CONCENTRATION PLANT INFLUENT, POINT OF INTERSECTION, PLATE, PROPERTY LINE, PLACE PLANT EFFLUENT, POLYELECTROLYTE, POLYMER PROJECT ENGINEER, PROFESSIONAL ENGINEER, PRESSURE GAGE PERMISSIBLE PERIMETER PERFORATED PLASTER, PLASTIC POLE, PAGE, PLACE PAVEMENT REDUCER, REDUCINGRED SHEETSHT SS SQ SP SPEC SPEC'D SIM SL SO SO VALVE SPK SQYD SYST SYM SWR SV SUPP STRUCT SUCT STN STN STL STL STA STC STD ST STK STM STP SUPER SURF SW SSU STRUCTURAL, STRUCTURE SYMMETRICAL, SYMBOL SIDEWALL REGISTER, SEWER SOLENOID VALVE SUPPLIER, SUPPLY SUCTION SUPER ELEVATION SURFACE SIDEWALK, SOUTH WEST SYSTEM SANITARY SEWER, STAINLESS STEEL, STREET, STONE, STEEL, STUCCO, STATE SECONDS SAYBOLT UNIVERSAL STAINLESS STAINLESS STEEL SLEEVE-TYPE COUPLING STANDARD STAKE STUMP STEEL STORM STATION SPECIFICATION SPECIFIED STATIC PRESSURE SLUDGE, SLOPE SHUT OFF VALVE SQUARE YARD SQUARE SPIKE SOUTH SIMILAR RE-STL REM REINF REG RF REFR REF RM REV REQ, REQD RET W R/W RWL RT RR RPM S SA RY SH SFCE SEC SECT SER SETT SDR SC SCD SCFM SCH SCHED SAN SALV SAR SBL SCP SCPA SD SE SF S-G SHLD ROW SALVAGED SPARE CHEMICAL, SECONDARY CLARIFIER STANDARD CUBIC FEET PER MINUTE SECTIONAL CONCRETE PIPE ARCH SHOWER SURFACE SECONDARY SETTLING SOUTHEAST STORY FRAME SAND AND GRAVEL SHOULDER STORM DRAINS SERIES SECTION SCREWED SCHEDULE SCHEDULE SANITARY STATE AID ROAD SOUTH BOUND LANE SECTIONAL CONCRETE PIPE SERVICE DRIVE REINFORCE, REINFORCED REVOLUTIONS PER MINUTE, SOUTH, SCUM, SINK, SECOND, SLOPE, SAND RIGHT OF WAY RAINWATER LEADER RAILROAD RIGHT OF WAY SAMPLE RAILWAY RIGHT REINFORCING STEEL REGULATING REFRIGERATOR REFERENCE, REFER REVISION REQUIRED RETAINING WALL ROOM REMOVE ROOF Q R RAD RAG RC RAS QUANT RDWD RD RCP RECONST. RECIRC RCCP RDWY RADIUS, RISER, RANGE, ROCK, REINFORCED CONCRETE PIPE ROOF DRAIN, ROUND, OR ROAD REINFORCED CONCRETE CULVERT PIPE RETURN AIR GRILLE REINFORCED CONCRETE RETURN ACTIVATED SLUDGE REDWOOD RECONSTRUCT RECIRCULATING ROADWAY RADIALLY DISCHARGE CFS. QUANTITY POLYETHYLENE RELIEF, REDUCING VALVE RETURN, RATE OF SLOPE, RING REINFORCED PLASTIC MORTAR SERVICE SINK EXTERNAL DISTANCE POINT OF CURVATUREFLOW ELEMENT FLOW SWITCH INTERNATIONAL BUILDING CODEIBC PRESSURE INDICATOR NOTE: SEE PIPING SCHEDULE FOR ADDITIONAL ABBREVIATIONS ORP OXIDATION-REDUCTION POTENTIAL DATENO. ISSUED FOR SHEET DESIGNED DRAWN CHECKED CLIENT PROJ. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA SIGNATURE: TYPED OR PRINTED NAME: DATE LIC NO. 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: burnsville@bolton-menk.com www.bolton-menk.com Jacob E. Humburg 56751 © B o l t o n & M e n k , I n c . 2 0 2 3 , A l l R i g h t s R e s e r v e d 12 / 1 0 / 2 0 2 5 1 : 5 2 : 5 8 P M Au t o d e s k D o c s : / / S C A N D I A B L I S S W A S T E W A T E R T R E A T M E N T FA C I L I T Y / 1 3 1 0 2 0 _ S C N D _ W W T F _ R 2 5 . r v t JEH ABBREVIATIONS 1.02 NLH JEH 0N.13102012/16/25 CITY OF SCANDIA, MINNESOTA BLISS WASTEWATER TREATMENT FACILITY IMPROVEMENTS A SUBMITTAL 03/29/2024 B SUBMITTAL 6/21/2024 0 BID 12/16/2025 Aeration Compressed Air Chlorine Gas Chlorine Solution Digester Gas Digester Sludge Ferric Chloride Grit Washing Hot Water Natural Gas Polymer Plant Drain Process Piping Primary Sludge Potable Water Recirculation Return Activated Sludge Sample Scum Sanitary Drain Supernatant Sludge Recirculation Secondary Sludge Sludge Transfer Utility Water (Non-Potable Plant Water) Waste Activated SludgeWAS UW ST SS SR SN SD SC S RAS R PW PS PP PD P NG HW GW FC DS DG CS CG CA A WW Waste Water GS Grit Separation LR Lagoon Return NP Non-Potable Water Noxic ReturnNR STANDARD DETAIL NUMBER (1) DETAIL CALL OUT ON DRAWING M-2 AS: M-1 1 STANDARD DETAIL IDENTIFICATION DETAIL IDENTIFICATION 1 M-1 M-2 1 DETAIL (1) DETAIL CALL OUT ON DRAWING M-2 AS: DETAIL NUMBER DETAIL NUMBER (2) ON DRAWING M-1 THIS DETAIL IS IDENTIFIED AS: (2) ON DRAWING M-2 THIS SECTION IS IDENTIFIED AS: SECTION NUMBER SECTION NUMBER (1) SECTION CUT ON DRAWING M-1 AS: SECTION2 M-2 M-2 2 SECTION IDENTIFICATION SECTION AND DETAIL IDENTIFICATION Soil Boring FITTING MATERIALPIPE MATERIALPDT NO. PIPE IDENTIFICATION ME - DS - 2 Schedule Identification Piping System Equipment Number EQUIPMENT IDENTIFICATION EQUIPMENT TYPEDESIGNATION EQUIPMENT SCHEDULE SolenoidS PneumaticP MotorM LeverL HandwheelHW HydraulicH FloatF ElectricE DiaphragmD ChainwheelCW CylindersC 3 FE Board Mounted On Instrument Locally Mounted Instrument Number Identification Letters (See Table) PIPE DESIGN TABLEPIPING SCHEDULE Z Y X W V U T S R Q P O N M L K J I H G F E D C B A INSTRUMENT IDENTIFICATION LETTERSPIPING & FITTING SYMBOLS Pipe Size In Inches 6-DS- (1) INSTRUMENT IDENTIFICATION VALVE OPERATORS DETAIL IS SHOWN * DRAWING ON WHICH MEASURED OR INITIATING VARIABLE MODIFIER READOUT OR PASSIVE FUNCTION OUTPUT FUNCTION MODIFIER FIRST LETTER SUCCEEDING LETTERS PIPING SYSTEM DESIGNATION FLUID Analysis Burner Flame Voltage (EMF) Flow Rate Conductivity (Electrical) Density (Mass) or Specific Gravity Power Level Radioactivity Temperature Viscosity Position Differential Ratio (Fraction) Scan Alarm Glass Indicate Light (Pilot) Meter Totalizing Well Control Switch Transmit High Low Gauging (Dimensional) Hand (Manually Initiated) Current (Electrical) Time or Time-Schedule Moisture or Humidity Pressure or Vacuum Quantity or Event Speed or Frequency Weight or Force Integrate or Totalize Primary Element Orifice (Restriction) Drive, Actuate or Unclassified Final Control Element Relay or Compute Valve, Damper or Louver Control Station Middle or Intermediate Point (Test) Connection) Record or Print Stop Gate, shear gate, sluice gate, slide gate, flap gate Valve (Valves 4" Diameter and Larger Included in Schedule Unit Heater Special Pump Fan Miscellaneous Equipment F ME P S SG UH V NOTE: IF PLAN AND SECTION (OR DETAIL CALL-OUT AND DETAIL) ARE SHOWN ON THE SAME DRAWING, DRAWING NUMBER IS REPLACED BY A LINE. * DRAWING ON WHICH DETAIL IS CALLED OUT * DRAWING ON WHICH DETAIL IS SHOWN * DRAWING ON WHICH SECTION APPEARS * DRAWING ON WHICH SECTION APPEARS * 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Class (as Specified) for Ductile Iron ANSI A21.51/AWWA C151 Glass Lined Flanged or Mechanical Joints as Indicated Class (as specified) for Threaded Flange Class 125 Ductile or Cast Iron ANSI A21.51/AWWA C151 Glass Lined Flanged or Mechanical Joints as Indicated Pipe & Joint Designations Rupture Disc Removable Cap Removable Plug Reducer Quick Disconnect Coupling Wall Sleeve Wall Pipe Mechanical Joint Fitting Flanged Joint Fitting Flanged Adapter Bell & Spigot Joint Orifice N.O. Normally Open Normally ClosedN.C. Meter 1-1/2" Hose Gate HB Sleeve Coupling (S.C.) Harnessed Sleeve Coupling (H.S.C.) Exhaust to Atmosphere (Outside) Hose Bib Floor Drain - Size Flexible Hose Flanged Coupling Adapter (F.C.A.) Flame Cell Flame Trap Exhaust to Atmosphere (Inside) 4"F.D. FC FT Drip Trap Blind Flange Air CockAC Backflow PreventerBP Y-Type Strainer Yard Hydrant Vent 3-Way Plug Valve (4-Port) 3-Way Valve 3-Way Plug Valve (3-Port) 3-Way Plug Valve (2-Port) Shear, Slide, Sluice or Stop Gate Relief or Safety Valve Pressure Regulating Valve Plug Valve Pinch Valve Needle Valve Knife Gate Valve Hose Gate Valve Globe Valve Diaphragm Valve Check Valve Butterfly Valve Ball Valve Angle Valve Union Sight Flow Indicator Sediment Trap Pressure/Temperature Relief Valve V PT PRV ST Gate Valve RPZ (Reduced Pressure Zone) Process Flow Diagram Plan Process Drawings VALVE SYMBOLS X FE Pump Motor Operation Air Operation M P Plug Valve Check Valve Butterfly Valve Ball Valve Gate Valve Piping System (See Piping Schedule) Pipe Design Table Class (as Specified) for Ductile Iron ANSI A21.51/AWWA C151 Flanged or Mechanical Joints as Indicated. Class (as Specified) for Threaded Flange Standard Weight Carbon Steel, ASTM A120, Black Standard Weight Carbon Steel, ASTM A120, Galvanized Copper, ASTM B88 Buried Service - Type K, Soft Temper Exposed Service - Type L, Hard Temper Polyvinyl Chloride, Schedule 80, Normal Impact ASTM D1785 Fiberglass Reinforced Plastic (FRP) ASTM D2996 Linear Low Density Poly-ethylene Tubing, Vacuum Rated, Installed Inside 3" Schedule 80 PVC Pipe Cast Iron Soil ANSI A112.5.1, Service Weight, Bell and Spigot or Hubless Class (as Specified) for Ductile Iron ANSI A21.51/AWWA C151, Bell and Spigot Polyvinyl Chloride Sewer Pipe, Bell and Spigot ASTM D-3034 Standard Weight Steel, ASTM A53, Seamless. (10 Mil Polyethylene or PVC Coated @ Exterior) Polyvinyl Chloride Pressure Pipe ASTM D2241 (C900) with Bell & Spigot Ends. Wall thickness as Specified Polypropylene, ASTM D2146 Schedule 40 with Heat Fused Joints Stainless Steel AISI Type 304, ASTM A312 Schedule 5S Welded Steel, AWWA C200 with Specified Wall Thickness. Epoxy/Cement Mortar Lined for Potable Water Service Class 125 Ductile or Cast Iron, ANSI A21.10/AWWA C110 Flanged or Mechanical Joint as Indicated 3-Inch and Smaller - 150 lb. Malleable Iron, ANSI B16.3 Banded, Screwed, 3-1/2 Inch and Larger - Standard Weight -ASTM A234 ANSI B16.9 Welded Steel or 125 lb. Flanged Cast Iron as Indicated 3-Inch and Smaller - 150 lb. Malleable Iron, ANSI B16.3 Banded, Screwed, Galvanized 3-1/2 Inch and Larger - 125 lb. Cast Iron Flanged or Mechanical Coupling as Indicated Wrought Copper or Cast Bronze Solder Joint, ANSI B16.22, 150 psi Schedule 80 Polyvinyl Chloride, Socket Solvent Weld Joints, ASTM D2467 Epoxy Resin Fragment Wound or Molded Type - 150 psi @ 200 F Compression Fitting Cast Iron Soil ANSI A112.5.1, Service Weight, Bell and Spigot or Hubless Class 125 Ductile or Cast Iron, ANSI A21.10/AWWA C110, Mechanical Joint Polyvinyl Chloride, Bell and Spigot, ASTM D-3034 Standard Weight, Butt Weld Steel ANSI B16.9 ASTM A234 Class 125 Ductile Iron or ANSI A21.10/ AWWA C110, Flanged or Mechanical Joints as Indicated Polypropylene, Schedule 40 Drainage Type with Heat Fused Socket Joints Stainless Steel AISI Type 316 ANSI B16.9 Butt-Welded Schedule 5S or 150 lb Flanged ASTM A234, Grade B, Seamless or Butt-welded. Fittings 14-inches and Larger Mitered to Conform to AWWA C208 Table 2 with Butt-Weld Ends DATENO. ISSUED FOR SHEET DESIGNED DRAWN CHECKED CLIENT PROJ. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA SIGNATURE: TYPED OR PRINTED NAME: DATE LIC NO. 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: burnsville@bolton-menk.com www.bolton-menk.com Jacob E. Humburg 56751 © B o l t o n & M e n k , I n c . 2 0 2 3 , A l l R i g h t s R e s e r v e d 12 / 1 0 / 2 0 2 5 1 : 5 2 : 5 9 P M Au t o d e s k D o c s : / / S C A N D I A B L I S S W A S T E W A T E R T R E A T M E N T FA C I L I T Y / 1 3 1 0 2 0 _ S C N D _ W W T F _ R 2 5 . r v t JEH LEGEND 1.03 NLH JEH 0N.13102012/16/25 CITY OF SCANDIA, MINNESOTA BLISS WASTEWATER TREATMENT FACILITY IMPROVEMENTS A SUBMITTAL 03/29/2024 B SUBMITTAL 6/21/2024 0 BID 12/16/2025 TO FILTER MANHOLE FROM LS 2 FROM FILTER EQ MANHOLE FROM SAND FILTERS FROM FILTER MANHOLE TO SEPTIC TANK 1 TO DRAINFIELD CELLS 980 955 975 970 965 960 980 955 960 965 975 970 990 985985 HYDRAULIC PROFILE EXISTING SEPTIC TANK 1 950 950 EL.=979.18 EL.=966.48 EL.=978.82 EL.=967.40 EL.=978.52 EL.=967.00 EL.=977.25 EL.=962.35 EXISTING SEPTIC TANK 2 EXISTING SEPTIC TANK 3 EXISTING FILTER DOSING STATION (LS 3) TO SAND FILTERS EL.=971.50 (FIELD VERIFY) EXISTING SAND FILTERS FROM FILTER DOSING STATION ELEV.=971.64 ELEV.=971.64 ELEV.=971.64 HW L = 9 7 1 . 6 7 HW L = 9 6 3 . 8 0 980 955 975 970 965 960 980 955 960 965 975 970 990 985 990 985 HYDRAULIC PROFILE 950 950 EL.=978.00 EL.=958.80 EL.=978.00 EL.=961.50 EL.=977.30 EL.=961.38 EL.=977.30 EL.=960.90 PROPOSED FILTER MANHOLE 980 955 960 965 975 970 990 985 950 980 955 975 970 965 960 990 985 950 ELEV.=967.77 ELEV.=972.00 PROPOSED FILTER CLEARWELL MANHOLE EXISTING TRENCH DOSING STATION ( LS 4) PROPOSED FILTER EQ MANHOLE ELEV.=967.20 ELEV.=962.50 ELEV.=970.40 ELEV.=969.50 HW L = 9 6 9 . 9 0 LW L = 9 6 3 . 0 0 ELEV.=968.50 ELEV.=970.50 TO FILTER BACKWASH EQ MANHOLE DATENO. ISSUED FOR SHEET DESIGNED DRAWN CHECKED CLIENT PROJ. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA SIGNATURE: TYPED OR PRINTED NAME: DATE LIC NO. 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: burnsville@bolton-menk.com www.bolton-menk.com Jacob E. Humburg 56751 © B o l t o n & M e n k , I n c . 2 0 2 3 , A l l R i g h t s R e s e r v e d 12 / 1 0 / 2 0 2 5 1 : 5 2 : 5 9 P M Au t o d e s k D o c s : / / S C A N D I A B L I S S W A S T E W A T E R T R E A T M E N T FA C I L I T Y / 1 3 1 0 2 0 _ S C N D _ W W T F _ R 2 5 . r v t JEH HYDRAULIC PROFILE AND DESIGN DATA 1.04 NLH JEH 0N.13102012/16/25 CITY OF SCANDIA, MINNESOTA BLISS WASTEWATER TREATMENT FACILITY IMPROVEMENTS A SUBMITTAL 03/29/2024 B SUBMITTAL 6/21/2024 0 BID 12/16/2025 4 6 8 10 12 35 72 122 197 278 14 16 18 20 24 377 486 665 790 1150 MULTIPLY THRUST BY DEGREE OF DEFLECTION TO OBTAIN TOTAL THRUST PIPE SIZE DEAD END OR TEE 90° ELBOW 45° ELBOW 22 1/2° ELBOW PIPE SIZE SIDE THRUST-lb.PIPE SIZE SIDE THRUST-lb. SIDE THRUST PER 100 lb./SQ.IN. PRESSURE PER DEGREE OF DEFLECTION 4 6 8 10 12 14 16 18 20 24 77.9 54.3 43.9 34.0 26.3 19.4 13.7 8.4 4.9 2.4 3.4 6.9 11.8 19.3 27.3 37.0 47.9 61.8 76.4 109.8 59.8 41.7 33.7 26.2 20.1 14.9 10.5 6.4 3.8 1.9 0.9 1.9 3.4 5.4 7.7 10.3 13.3 17.2 21.2 30.5 100% BEARING AREA (SQ. FT.) NOTE: BEARING AREAS ARE BASED ON 250 lb. MAXIMUM PRESSURE AND SOIL BEARING STRENGTH OF 2000 lb./SQ. FT. NOTES: 1.RESTRAINING RODS ARE REQUIRED AT ALL TEES AND AT BENDS DEFLECTING 22 1/2° OR MORE. 2.WRAP THE PIPE WITH POLYETHYLENE WRAPPING PRIOR TO POURING THE THRUST BLOCK. 3.SEE SOILS REPORT FOR BEARING STRENGTH OF SOIL. IN ABSENCE OF A SOILS REPORT, AN AVERAGE SOIL (SPADEABLE MEDIUM CLAY) CAN BE ASSUMED TO HAVE A BEARING STRENGTH OF 2000 P.S.I. 4.THRUST BLOCKS ARE NOT REQUIRED ON P.V.C. WITH SOLVENT WELDED JOINTS. NOTE: CONCRETE FOR THRUST BLOCKS TO BE 2000 P.S.I. NOTE: ARROWS ( ) INDICATE THRUST DIRECTION. NOTE: FIGURE (100%) AT THRUST BLOCK INDICATES PER CENT OF TOTAL THRUST TO BE APPLIED FOR BEARING AREA. VERTICAL BEND 2 - #5 BARS WEIGHT OF CONCRETE TO RESIST 100% OF TOTAL THRUST 100% CURVE THRUST BLOCKING 50%50%50%50% 3/8" TIE ROD (TYP) 5% MAXIMUM DEFLECTION CARDBOARD SEPARATOR 100% DEAD END VALVE IF SHOWN ON PLAN100% OF 90° ELBOW PLUG OR CAP PLUG OR CAP 75% 100% OF TEE UNDISTURBED EARTH (TYP) PLANS 100% 75% OF TEE (TYPICAL) 75% 75%75%75% 75% OF TEE (TYPICAL) 100% OF TEE VALVE 3/8" TIE RODS BEARING AREA 100% 18" LENGTH PROVIDE ANTI-BOUYANCY COLLAR WHERE INDICATED. 3 22 1 1 11 4 ECCENTRIC PRECAST CONCRETE CONE SECTION. (MnDOT TYPE "B") SHAPE, DEPTH AND SLOPE OF INVERT TO BE APPROVED BY ENGINEER. FLEXIBLE WATERTIGHT SEAL TO BE APPROVED BY ENGINEER. RUBBER GASKET1 2 3 4 MINIMUM 6" INTERGRAL PRECAST CONCRETE BASE REFER TO PLAN FOR PIPE REQUIRED. SOLID LID MANHOLE CASTING AS SPECIFIED. BOLT TO CONE SECTION AND PROVIDE WATERTIGHT SEAL BETWEEN CASTING AND CONE. 48 " 48" 27" VA R I A B L E 5" NOT TO SCALE GATE VALVE GATE VALVE ADAPTOR NOT TO SCALE 1. GATE VALVE ADAPTOR: 1/4" STEEL WITH UNDERGROUND COATING 2. NEOPRENE GASKET INSTALLED BETWEEN THE GATE VALVE AND GATE VALVE ADAPTOR TO ABSORB ANY PRESSURE OR MOVEMENT CAUSED BY ROAD TRAFFIC TYPICAL GATE VALVE GATE VALVE BOX INSTALLATION WATERMAIN REQUIRED GATE VALVE ADAPTER BONNETT SHALL BE PLACED HALFWAY BETWEEN TOP OF FLANGE AND BOLTS BOTTOM SECTION VALVE BOX & COVER AS SPECIFIED VALVE BOX TO BE SET TO HAVE 6" ADJUSTMENT UP AND DOWN FROM FINISH GRADE VALVE BOX SETTING TO BE 1/2" BELOW BASE OR WEAR COURSE AND AT GRADE IN TURF NOTES: 1. VALVE BOX SHALL BE CENTERED ON OPERATING NUTS, STRAIGHT, FREE FROM DEBRIS, AND ALL SECTIONS UNBROKEN 2. VALVES IN EASEMENTS SHALL HAVE CHANNEL POST WITNESS MARKERS WITH REFLECTIVE "GV" SIGN 3. DEEP VALVES SHALL HAVE NUT EXTENSIONS INSTALLED TO ELEVATION TO ACCOMMODATE STANDARD 10' KEY; BOTTOM NUT SHALL BE BOLTED TO VALVE NUT AND ONLY ONE SECTION 4. COMPACTION WITH MECHANICAL TAMPER AROUND VALVE BOX SHALL BE PLACED AND COMPACTED WITH 2' LIFTS TO ACHIEVE 95% COMPACTION 5. GATE VALVES LOCATED WITHIN THE CONCRETE SIDEWALK SHALL INCLUDE A METAL SEPARATOR BETWEEN THE VALVE BOX AND THE CONCRETE X' M I N . C O V E R SEED AND MULCH 4 :1 4:1 4" TOPSOIL BORROW SEED AND MULCH COMMON BORROW VARIABLE DEPTH 6" AGGREGATE BASE, CLASS 5 EXISTING GRADE 4" TOPSOIL BORROW 12'-0" 6" SUBGRADE PREPARATION 8" AGGREGATE CL.5 1 1 12" AGGREGATE CL.5 PROVIDE BELL HOLE AT EACH JOINT GRANULAR BEDDING AS SPECIFIED GRANULAR ENCASEMENT AS SPECIFIED MIN. PIPE O.D. +12" MAX. PIPE O.D. +24" RANDOM BACKFILL COMPACT TO 95% OF STANDARD PROCTOR DENSITY NOTE: SLOPE TRENCHES OR OR USE SHEETING AS REQUIRED BY FEDERAL SAFETY STANDARDS TRENCH WIDTH 12 " M I N . 0.6 O.D. MIN. PIPE O.D. +12" MAX. PIPE O.D. +24" GRANULAR BEDDING AS SPECIFIED MINIMUM BEDDING GRANULAR ENCASEMENT AS SPECIFIED RANDOM BACKFILL COMPACT TO 95% OF STANDARD PROCTOR DENSITY NOTE: SLOPE TRENCHES OR USE SHEETING AS REQUIRED BY FEDERAL SAFETY STANDARDS TRENCH WIDTH 12 " M I N . PI P E Z O N E 6" 2"x2" WOOD POST (5 FOOT MINIMUM LENGTH) POSTS AT 6 FOOT MAXIMUM SPACING DIR E C TIO N OF RUN OF F FL OW EXTEND WIRE MESH INTO TRENCH STAPLES GEOTEXTILE FABRIC, 48" WIDE FABRIC ANCHORAGE TRENCH. BACKFILL WITH TAMPED NATURAL SOIL 1' - 6 " M I N . PO S T E M B E D M E N T 30 " M I N I M U M WI R E M E S H 6" MIN. 6" MI N . PLASTIC 'ZIP' TIES (50# TENSILE) LOCATED IN TOP 8" STEEL STUDDED 'T' POST (5 FOOT MINIMUM LENGTH) POSTS AT 6 FOOT MAXIMUM SPACING GEOTEXTILE FABRIC, 36" WIDTH D I RECT ION OF RU NOF F F L OW MACHINE SLICE 8"-12" DEPTH (PLUS 6" FLAP) T- P O S T 2' - 0 " M I N . PO S T E M B E D . NO TRESPASSING WASTE STABILIZATION PONDS CITY OF X SIGNS TO BE WHITE WITH BLACK LETTERS AND BORDER. __ REQUIRED: PLACE 8 FEET FROM EACH CORNER AND AT EQUAL SPACING ALONG SIDES OF NEW AND EXISTING PONDS. 1" 1".1" 1" 12 " 3'-0" 1" 1" 1 1 / 4 " 1" DATENO. ISSUED FOR SHEET DESIGNED DRAWN CHECKED CLIENT PROJ. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA SIGNATURE: TYPED OR PRINTED NAME: DATE LIC NO. 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: burnsville@bolton-menk.com www.bolton-menk.com Jacob E. Humburg 56751 © B o l t o n & M e n k , I n c . 2 0 2 3 , A l l R i g h t s R e s e r v e d 12 / 1 0 / 2 0 2 5 1 : 5 2 : 5 9 P M Au t o d e s k D o c s : / / S C A N D I A B L I S S W A S T E W A T E R T R E A T M E N T FA C I L I T Y / 1 3 1 0 2 0 _ S C N D _ W W T F _ R 2 5 . r v t JEH STANDARD DETAILS 1.05 NLH JEH 0N.13102012/16/25 CITY OF SCANDIA, MINNESOTA BLISS WASTEWATER TREATMENT FACILITY IMPROVEMENTS NOT TO SCALE1.05 CONCRETE THRUST BLOCKS FOR DUCTILE IRON AND PVC PIPE1 NOT TO SCALE1.05 MANHOLE DETAIL3 NOT TO SCALE1.05 TYPICAL BURIED VALVE2 NOT TO SCALE1.05 GRAVEL ROADWAY SECTION6 NOT TO SCALE1.05 GRAVEL ROADWAY SECTION5 NOT TO SCALE1.05 GRAVEL ROADWAY PATCH SECTION4 NOT TO SCALE1.05 TRENCH DETAIL DUCTILE IRON PIPE7 NOT TO SCALE1.05 TRENCH DETAIL PVC PIPE8 NOT TO SCALE1.05 SILT FENCE PREASSEMBLED9 NOT TO SCALE1.05 SILT FENCE - MACHINE SLICED10 NOT TO SCALE1.05 WARNING SIGN DETAIL11 A SUBMITTAL 03/29/2024 B SUBMITTAL 6/21/2024 0 BID 12/16/2025 7 5' M INI M U M 2 5 ' M I N I M U M 18" MIN. CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE MnDOT TYPE V (3733) GEOTEXTILE FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK 3" MINUS WASHED COARSE AGGREGATE (OR APPROVED EQUAL) PROVIDE RADIUS AS NEEDED (TYP) SILT FENCE TO TIE INTO BERM OF ROCK ACCESS EACH SIDE HARD SURFACE PUBLIC ROAD 6" M IN. THICK N ESS ANCHOR SLOT ALTERNATIVE FOLD UNDER 6" 1' SPACING ON STAPLES NOTE: ANCHOR, OVERLAP & STAPLE AS PER MANUFACTURE SPECIFICATIONS 3' LEVEL MINIMUM 4 " O V E R L A P CAULK ANNULAR SPACE BETWEEN PIPE AND FLANGE ON ALL PROCESS PIPING WITH CLEAR SILICONE CAULK AFTER PAINTING (AS SPECIFIED) PROCESS PIPING (TYP.) PROCESS PIPING (TYP.) 6" WELDED STEEL WELDED SEEPAGE RING WELD CONTINUOUS BOTH SIDES SEE TOP SLAB PLAN FOR REINFORCING 2' - 0 " BIRD SCREEN WELDED ON END OF THE PIPE 2' DOWN TO LID BITUMINOUS SEALANT MATERIAL BETWEEN PLATE AND WALL BITUMINOUS WATERPROOF COATING OVER AND 6" BEYOND STEEL PLATE 1/4" STEEL PLATE 1/2"∅KWIK BOLTS @ 8" O.C. (MIN. 4 EA.) PER PLATE EXISTING OPENING OR PIPE BLIND FLANGE, CAP OR PLUG IF PIPE FILL PIPE OR OPENING WITH WATERPLUG 3/16 (FOR PVC PLATE, USE FUSION OR SOLVENT WELD) STEEL PIPE ONLY PIPE SLEEVE, SCHEDULE 80 PVC OR 1/4" THICK (MIN) STEEL PLATE GALVANIZE AFTER FABRICATION (TYP) 1/4" THICK PLATE WALL FLANGE, SAME MATERIAL AS SLEEVE (TYPICAL) METHOD "A" PIPE THROUGH WALL OR FLOOR ADJUSTABLE LINED RUBBER SEAL 3/16 (FOR PVC PLATE, USE FUSION OR SOLVENT WELD) STEEL PIPE ONLY CAULK WITH BACKER PIPE THROUGH WALL OR FLOOR FILL WITH POLYURETHANE SEALANT, TYP BOTH ENDS METHOD "B" NOTE: THESE SLEEVED PIPE DETAILS ARE TO BE USED IN DRY WALLSONLY 3" T Y P BOTH ENDS 5/8" MIN. TYP TY P . 1" M I N . CL E A R A N C E , NOTE: WHEN USED WITH PVC OR FIBERGLASS PIPE, PROVIDE STEEL SHIELD AROUND PIPE AT 'U' BOLT, WITH LOOSE FIT WRAP COPPER TUBES WITH 2" STRIP OF RUBBER FABRIC. 4x6.25, LENGTH TO SUIT. GALVANIZE AFTER FABRICATION. SPACE AT 5'-0" O.C. MAX. UNLESS OTHERWISE SHOWN ON DRAWINGS GALVANIZED NUT AND WASHER, TYPICAL 'U' BOLT, GRINNELL FIG. 137, ELCEN FIG. 68, OR EQUAL, TYPICAL 5/8" ∅GALVANIZED HANGER ROD, TYPICAL CONCRETE INSERT, GALVANIZED. GRINNELL FIG. 282, ELCEN FIG. 65 OR EQUAL, TYPICAL MAXIMUM DISTANCE BETWEEN RODS = 4'-0" 3/4" GALVANIZED BOLTS IN SELF-DRILLING CONCRETE ANCHORS,TYPICAL FACE OF WALL OR CEILING WHERE LENGTH EXCEEDS 3'-0", PROVIDE INTERMEDIATE SUPPORT AT MAX. 3'-0" O.C. UNISTRUT NO. P-5547, POWER-STRUT NO. PS-2648, OR EQUAL PIPE CLAMPS UNISTRUT SERIES P-1100, POWER-STRUT SERIES PS-1100, OR EQUAL WHEN USED WITH PVC OR FIBERGLASS PIPE, PROVIDE STEEL SHIELD AROUND PIPE AT CLAMP, WITH LOOSE FIT, COPPER TUBES TO HAVE 2" STRIP OF RUBBER FABRIC. GALVANIZED FRAMING SUPPORT, UNISTRUT SERIES P-5500, POWER-STRUT SERIES PS-150 OR EQUAL AT 5'-0" O.C. MAX., UNLESS OTHERWISE SHOWN ON DRAWINGS 'Z' FITTING UNISTRUT NO. P-5545 POWER STRUT NO. PS-2601, OR EQUAL, TYPICAL FOR HANGER RODS 3/4"∅AND SMALLER FOR HANGER RODS 7/8"∅ AND LARGER AND MIN. 8" THICK CONCRETE NOTE: 4" SQ. BEARING PLATE ALLOW 3800 lb. LOAD MAX. CONCRETE INSERT ALLOW 1400 lb. LOAD MAX. UNIVERSAL CONCRETE INSERT GRINNELL FIG. 282, ELCEN FIG. 65, OR EQUAL LOCK-NUT AND WASHER LINKED EYE ROD ADJUSTABLE STEEL RING HANGER, GRINNELL FIG. 2669, ELCEN FIG. 13, OR EQUAL. WHEN USED WITH PVC OR FIBERGLASS PIPE, PROVIDE STEEL SHIELD AROUND PIPE AT HANGER WITH LOOSE FIT, COPPER TUBES TO HAVE 2" OF RUBBER FABRIC. ADJUSTABLE CLEVIS FOR CAST IRON PIPE. GRINNELL FIG. 590, ELCEN FIG. 12C, OR EQUAL ADJUSTABLE CLEVIS FOR STEEL PIPE. GRINNELL FIG. 260, ELCEN FIG. 12 OR EQUAL 1/2" PLATE TACK WELD4" SQ. 4" 21 / 3 2 " 'U' BOLT, GRINNELL FIG. 137, ELCEN FIG. 68 OR EQUAL. WHEN USED WITH PVC OR FIBERGLASS PIPE, PROVIDE STEEL SHIELD AROUND PIPE AT 'U' BOLT, WITH LOOSE FIT, WRAP COPPER TUBES WITH 2" STRIP OF RUBBER FABRIC. WELDED STEEL BRACKET GRINNELL FIG. 195, 199, ELCEN FIG. 57, 58, OR EQUAL. (FOR SUBMERGED SERVICE FABRICATE IN 18-8 STAINLESS STEEL) BOLTS - GALVANIZED WHERE EXPOSED, WHERE SUBMERGED TYPE 18-8 STAINLESS STEEL, IN STAINLESS STEEL SELF-DRILLING CONCRETE ANCHORS. (TYPICAL) NOTE: LIFTING CLEVIS TO BE INSTALLED ABOVE EACH PUMP, COMPRESSOR OR OTHER MAJOR EQUIPMENT. VERIFY LOCATIONS. BEVELED WASHER 3/8" X 6" X 6" PLATE 1"∅X 11" A-307 BOLT #3 CLEVIS 1"∅TAP 2 1/2" GRIP COMPATIBLE WITH HOIST CONNECTION 1/4"x4"x4" PLATE PRECAST PVC PIPE 4 - #5 @ COR. WITH DOWELS FLOOR #3 TIES @ 8" O.C. CIRCULAR CONCRETE PEDESTAL BASE BASE ELBOW (OR OTHER FITTINGS) PIPE CAST IRON TAPPING SADDLE 2" BRONZE BODY BALL VALVE W/ S.S. BALL AND STEM. 2" CLOSE NIPPLE DUCTILE IRON OR PVC PIPE QUICK DISCONNECT 2" CLOSE NIPPLE SCHEDULE 80 PVC 2" BRONZE BODY BALL VALVE W/ S.S. BALL AND STEMCAST IRON TAPPING SADDLE DATENO. ISSUED FOR SHEET DESIGNED DRAWN CHECKED CLIENT PROJ. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA SIGNATURE: TYPED OR PRINTED NAME: DATE LIC NO. 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: burnsville@bolton-menk.com www.bolton-menk.com Jacob E. Humburg 56751 © B o l t o n & M e n k , I n c . 2 0 2 3 , A l l R i g h t s R e s e r v e d 12 / 1 0 / 2 0 2 5 1 : 5 3 : 0 0 P M Au t o d e s k D o c s : / / S C A N D I A B L I S S W A S T E W A T E R T R E A T M E N T FA C I L I T Y / 1 3 1 0 2 0 _ S C N D _ W W T F _ R 2 5 . r v t JEH STANDARD DETAILS 1.06 NLH JEH 0N.13102012/16/25 CITY OF SCANDIA, MINNESOTA BLISS WASTEWATER TREATMENT FACILITY IMPROVEMENTS NOT TO SCALE1.06 ROCK ENTRANCE CONSTRUCTION1 NOT TO SCALE1.06 EROSION CONTROL BLANKET INSTALLATION2 NOT TO SCALE1.06 CAULKING OF ANNULAR SPACE BETWEEN PIPE AND FLANGE3 NOT TO SCALE1.06 VENT6 NOT TO SCALE1.06 SEALING OF EXISTING OPENINGS5 NOT TO SCALE1.06 SLEEVED PIPE OPENING 3" AND SPALLER4 NOT TO SCALE1.06 TRAPEZE PIPE HANGER7 NOT TO SCALE1.06 FLUSH MOUNTED PIPE SUPPORT8 NOT TO SCALE1.06 PIPE BRACKET10 NOT TO SCALE1.06 PIPE BRACKET9 NOT TO SCALE1.06 LIFTING HOOK IN PRECAST11 NOT TO SCALE1.06 CONCRETE PEDESTAL BASE12 NOT TO SCALE1.06 SAMPLE LINE CONNECTION13 NOT TO SCALE1.06 FLUSH OUT CONNECTION14 A SUBMITTAL 03/29/2024 B SUBMITTAL 6/21/2024 0 BID 12/16/2025 DAYTON SUPERIOR D-108-A HEADED DOWEL BAR INSERT #7x12" LONG NOTE: LIFTING CLEVIS TO BE INSTALLED ABOVE EACH PUMP, COMPRESSOR OR OTHER MAJOR EQUIPMENT. VERIFY LOCATIONS. 1"∅A-307 COARSE THREADED ROD #3 CLEVIS 1"∅TAP COMPATIBLE WITH ROD THREADS 2 1/2" GRIP CAST-IN-PLACE CONCRETE 1/4"x4"x4" PLATE COMPATIBLE WITH HOIST CONNECTION 3/4" 316 S.S. EXPANSION ANCHOR (TYP.) S.S. OFFSET PIPE CLAMP - 6" O.C. MAXIMUM SPACING SEE PLAN FOR PIPE TYPE AND SIZE CONCRETE OR MASONRY WALL #4 @ 12" O.C. EACH WAY TOOLED EDGES EQUIPMENT BASE FLOOR ANCHOR BOLTS PER EQUIPMENT MANUFACTURERS RECOMMENDATIONS PAD DIMENSIONS AS REQUIRED BY MANUFACTURER'S SHOP DRAWINGS 8" 3" (TYP.)3" (TYP.) AS RE Q ' D WALL PIPES IN NEW AND EXISTING STRUCTURES NOT TO SCALE 4 1.07 INSIDE OUTSIDE CORE EXISTING WALL KOR-N-SEAL BOOT OR APPROVED EQUAL AS REQUIRED BY BOOT MANUFACTURER IMMERSION HEATER NOT TO SCALE 5 1.07 RISER STEM CONTROL BOX HEATING ELEMENTS STAINLESS STEEL FABRICATED BRACKET TO SUPPORT TOP PORTION OF HEATER AT EDGE OF TANK ENTRANCE (COORDINATE WITH MANUFACTURER) S.S. TAPPING SADDLE CHEMICAL LINE S.S. BARBEL FITTING DUCTILE IRON OR PVC PIPE DATENO. ISSUED FOR SHEET DESIGNED DRAWN CHECKED CLIENT PROJ. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA SIGNATURE: TYPED OR PRINTED NAME: DATE LIC NO. 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: burnsville@bolton-menk.com www.bolton-menk.com Jacob E. Humburg 56751 © B o l t o n & M e n k , I n c . 2 0 2 3 , A l l R i g h t s R e s e r v e d 12 / 1 0 / 2 0 2 5 1 : 5 3 : 0 0 P M Au t o d e s k D o c s : / / S C A N D I A B L I S S W A S T E W A T E R T R E A T M E N T FA C I L I T Y / 1 3 1 0 2 0 _ S C N D _ W W T F _ R 2 5 . r v t JEH STANDARD DETAILS 1.07 NLH JEH 0N.13102012/16/25 CITY OF SCANDIA, MINNESOTA BLISS WASTEWATER TREATMENT FACILITY IMPROVEMENTS NOT TO SCALE1.07 LIFTING HOOK IN CONCRETE1 NOT TO SCALE1.07 VERTICAL PIPE SUPPORT2 NOT TO SCALE1.07 CONCRETE EQUIPMENT BASE3 A SUBMITTAL 03/29/2024 B SUBMITTAL 6/21/2024 0 BID 12/16/2025 NOT TO SCALE1.07 CHEIMCAL LINE CONNECTION6 18 ELEV=973.48 18 ELEV=973.21 >> 977 977 976 976 97 7 9 7 7 977 18 " C M P P PPP P PP CP P P P P>> 9 8 1 9 8 0 98 3 9 7 9 9 7 9 9 8 0 9 8 1 9 8 2 9 7 8 9 8 0 98 2 98 1 98 0 97 9 97 8 97 6 97 7 97 3 9 7 4 97 5 97 6 9 7 6 9 7 5 9 7 4 9 7 4 9 7 5 9 7 6 9 7 5 9 7 6 9 7 7 9 7 8 9 7 9 9 7 9 9 7 8 9 7 7 97 6 9 7 5 97 4 9 7 4 9 7 5 9 7 6 9 7 6 9 7 8 9 7 8 9 7 9 979 980 9 8 0 9 8 0 9 8 0 9 8 0 9 8 0 9 7 9 9 7 8 9 7 7 9 7 6 976 977 978 97 9 975 974 973 972 971 971 97 0 96 9 96 8 96 7 972 973 974 975 97 6 9 7 7 18 " C M P P PPP P PP CP P P P P>> 9 8 1 9 8 0 98 3 9 7 9 9 7 9 9 8 0 9 8 1 9 8 2 9 7 8 9 8 0 98 2 98 1 98 0 97 9 97 8 97 6 97 7 97 3 9 7 4 97 5 97 6 9 7 6 9 7 5 9 7 4 9 7 4 9 7 5 9 7 6 9 7 5 9 7 6 9 7 7 9 7 8 9 7 9 9 7 9 9 7 8 9 7 7 97 6 9 7 5 97 4 9 7 4 9 7 5 9 7 6 9 7 6 9 7 8 9 7 8 9 7 9 979 980 9 8 0 9 8 0 9 8 0 9 8 0 9 8 0 9 7 9 9 7 8 9 7 7 9 7 6 976 977 978 97 9 975 974 973 972 971 971 97 0 96 9 96 8 96 7 972 973 974 975 97 6 9 7 7 3-XX- (1) WELL WELL WELL WELLWO V E N W I R E F E N C E WOVEN WIRE FENCE WOVEN WIRE FENCE W O V E N W I R E F E N C E MA N N I N G T R A I L N BI T U M I N O U S R O A D W A Y MA N N I N G T R A I L N PROPERTY LINE SEPTIC TANK SEPTIC TANK SEPTIC TANK SAND FILTER DOSING STATION (LS3) VALVE MANHOLE DRAINFIELD DOSING STATION (LS 4) VALVE MANHOLE 6" DIP F M 6" DIP F M 6" DIP F M 3" DI P 3" FM 3" FM 3" DIP F M 3 " D I P F M 8" PVC 8 " P V C PROPERTY LINE FORCEMAIN FROM LS 2 CP P - LIFT STATION CONTROL PANEL - POST - SIREN - ELECTRICAL - WELL LEGEND: SHEETDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO. R CITY OF SCANDIA, MINNESOTA BLISS WASTEWATER TREATMENT FACILITY IMPROVEMENTS JEH NLH JEH 0N1.131020 A SUBMITTAL 03/29/2024 B SUBMITTAL 06/21/2024 0 BID 12/16/2025 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: burnsville@bolton-menk.com www.bolton-menk.com56751DATELIC. NO. SIGNATURE:PRINTED NAME: TYPED OR Jacob E. Humburg I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA 12/16/2025 2.01 EXISTING SITE PLAN B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 0 N 1 1 3 1 0 2 0 \ C A D \ E N V \ 1 _ B I M \ 1 3 1 0 2 0 _ S C N D B L I S S _ S I T E P L A N . d w g 12 / 1 0 / 2 0 2 5 2 : 3 5 P M 603030 Graphic Scale for 1"=30' 0 IN F I L T R A T I O N T R E N C H A SAND FIL T E R B SAND FIL T E R A SAND FIL T E R C NOTES: 1.EXISTING PIPE LOCATIONS SHOWN ARE BASED ON EXISTING SYSTEM DRAWINGS; CONTRACTOR IS TO VERIFY LOCATION AND ELEVATION OF PIPES. 2.CONTRACTOR SHALL NOT OPERATE EQUIPMENT ON TOP OF EXISTING SAND FILTERS, INFILTRATION TRENCHES, OR OTHER EXISTING TREATMENT INFRASTRUCTURE. GRAVEL R O A D W A Y R INFILTRATION TRENCH C INFILTRATION TRENCH B 18 ELEV=973.48 18 ELEV=973.21 >> 977 977 976 976 97 7 9 7 7 977 18 " C M P P PPP P PP CP P P P P>> 9 8 1 9 8 0 98 3 9 7 9 9 7 9 9 8 0 9 8 1 9 8 2 9 7 8 9 8 0 98 2 98 1 98 0 97 9 97 8 97 6 97 7 97 3 9 7 4 97 5 97 6 9 7 6 9 7 5 9 7 4 9 7 4 9 7 5 9 7 6 9 7 5 9 7 6 9 7 7 9 7 8 9 7 9 9 7 9 9 7 8 9 7 7 97 6 9 7 5 97 4 9 7 4 9 7 5 9 7 6 9 7 6 9 7 8 9 7 8 9 7 9 979 980 9 8 0 9 8 0 9 8 0 9 8 0 9 8 0 9 7 9 9 7 8 9 7 7 9 7 6 976 977 978 97 9 975 974 973 972 971 971 97 0 96 9 96 8 96 7 972 973 974 975 97 6 9 7 7 18 " C M P P PPP P PP CP P P P P>> 9 8 1 9 8 0 98 3 9 7 9 9 7 9 9 8 0 9 8 1 9 8 2 9 7 8 9 8 0 98 2 98 1 98 0 97 9 97 8 97 6 97 7 97 3 9 7 4 97 5 97 6 9 7 6 9 7 5 9 7 4 9 7 4 9 7 5 9 7 6 9 7 5 9 7 6 9 7 7 9 7 8 9 7 9 9 7 9 9 7 8 9 7 7 97 6 9 7 5 97 4 9 7 4 9 7 5 9 7 6 9 7 6 9 7 8 9 7 8 9 7 9 979 980 9 8 0 9 8 0 9 8 0 9 8 0 9 8 0 9 7 9 9 7 8 9 7 7 9 7 6 976 977 978 97 9 975 974 973 972 971 971 97 0 96 9 96 8 96 7 972 973 974 975 97 6 9 7 7 3-XX- (1) WELL WELL WELL WELLWO V E N W I R E F E N C E WOVEN WIRE FENCE WOVEN WIRE FENCE W O V E N W I R E F E N C E MA N N I N G T R A I L N BI T U M I N O U S R O A D W A Y MA N N I N G T R A I L N FORCEMAIN FROM LS 2 PROPOSED BUILDING (SEE SHEETS 3.01 AND 5.09) PROPOSED 8" SCH. 80 PVC PIPE PROPOSED 8'⌀ FILTER MH (SEE SHEET 5.05) PROPOSED 8'⌀ FILTER CLEARWELL MH (SEE SHEET 5.04) PROPOSED 2" SCH. 80 PVC CHEMICAL CONDUITS. SLOPE CONDUITS TO DRAIN TO FILTER MANHOLE. PROPOSED 4" SCH. 80 CPVC BACKWASH AIR PIPING INSTALL BURIED GATE VALVE WITH VALVE BOX PROPOSED FILTER BACKWASH EQ MH (SEE SHEET 5.06) INSTALL TEE AND BURIED GATE VALVES AS SHOWN FOR CONTINUED OPERATION DURING CONSTRUCTION EXISTING SAND FILTER EFFLUENT PIPE PROPERTY LINE PROPOSED 2" SCH. 80 PVC PIPE EXISTING SEPTIC TANK EXISTING SEPTIC TANK EXISTING SEPTIC TANK EXISTING SAND FILTER DOSING STATION (LS3) EXISTING VALVE MANHOLE EXISTING DRAINFIELD DOSING STATION (LS 4) EXISTING VALVE MANHOLE PROPOSED PIPE TO REMAIN 7' BELOW GRADE UNITL JUST BEFORE REACHING SEPTIIC TANK 6" DIP F M 6" DIP F M 6" DIP F M 3" DI P PROPOSED INSTALL SUBMERSIBLE HEATER IN SEPTIC TANK AS DETAILED AND SPECIFIED 3" FM 3" FM 3" DIP F M 3 " D I P F M 8" PVC 8 " P V C INSTALL BURIED GATE VALVE WITH VALVE BOX PROPERTY LINE SURROUND SITE WITH PERIMETER SILT FENCE (CANNOT BE BIOLOGS) CP P - LIFT STATION CONTROL PANEL - POST - SIREN - ELECTRICAL - WELL LEGEND: SHEETDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO. R CITY OF SCANDIA, MINNESOTA BLISS WASTEWATER TREATMENT FACILITY IMPROVEMENTS JEH NLH JEH 0N1.131020 A SUBMITTAL 03/29/2024 B SUBMITTAL 06/21/2024 0 BID 12/16/2025 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: burnsville@bolton-menk.com www.bolton-menk.com56751DATELIC. NO. SIGNATURE:PRINTED NAME: TYPED OR Jacob E. Humburg I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA 12/16/2025 2.02 PROPOSED SITE PLAN B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 0 N 1 1 3 1 0 2 0 \ C A D \ E N V \ 1 _ B I M \ 1 3 1 0 2 0 _ S C N D B L I S S _ S I T E P L A N . d w g 12 / 1 0 / 2 0 2 5 2 : 3 5 P M 603030 Graphic Scale for 1"=30' 0 IN F I L T R A T I O N T R E N C H A SAND FILT E R B SAND FIL T E R A SAND FIL T E R C NOTES: 1.EXISTING PIPE LOCATIONS SHOWN ARE BASED ON EXISTING SYSTEM DRAWINGS; CONTRACTOR IS TO VERIFY LOCATION AND ELEVATION OF PIPES. 2.ANY NEW SITE PIPING THAT HAS LESS THAN 7.5' OF COVER MUST BE INSULATED WITH A MINIMUM OF 4 INCHES OF RIGID POLYSTRENE INSULATION 2 FEET IN EACH DIRECTION FROM THE CENTERLINE OF THE PIPE. 3.CONTRACTOR SHALL NOT OPERATE EQUIPMENT ON TOP OF EXISTING SAND FILTERS, INFILTRATION TRENCHES, OR OTHER EXISTING TREATMENT INFRASTRUCTURE. 4.BLANDING'S TURTLES MAY BE ENCOUNTERED IN THIS AREA. TURTLES WHICH ARE IN IMMINENT DANGER SHOULD BE MOVED, BY HAND, OUT OF HARMS WAY. TURTLES WHICH ARE NOT IN IMMINENT DANGER SHOULD BE LEFT UNDISTURBED. 5.CONTRACTOR TO SETUP SILT FENCE ROUND SITE PERIMETER TO KEEP TURTLES OUT OF CONSTRUCTION AREAS. R INFILTRATION TRENCH C GRA V E L R O A D W A Y REPAIR OR REPLACE DRIVEWAY TO EXTENT NECESSARY FOR PIPE INSTALLATION 977 977 976 97 7 9 7 7 977 CP 9 7 8 9 7 8 9 7 9 CP 9 7 8 9 7 8 9 7 9 PROPOSED BUILDING (SEE SHEET 3.01 AND 5.09) PROPOSED 8" SCH. 80 PVC PIPE PROPOSED 8' DIAMETER FILTER MH (SEE SHEET 5.06) PROPOSED 8' DIAMETER FILTER CLEARWELL MH (SEE SHEET 5.05) PROPOSED 2" SCH. 80 PVC CHEMICAL CONDUITS. PROPOSED 4" SCH. 80 CPVC BACKWASH AIR PIPING INSTALL BUIRED GATE VALVE WITH VALVE BOX PROPOSED 10'-0"⌀ FILTER BACKWASH EQ MH (SEE SHEET 5.08) INSTALL TEE AND BURIED GATE VALVES AS SHOWN FOR CONTINUED OPERATION DURING CONSTRUCTION EXISTING SAND FILTER EFFLUENT PIPE PROPOSED 2" SCH. 80 PVC PIPE EXISTING SAND FILTER DOSING STATION (LS3) EXISTING VALVE MANHOLE EXISTING DRAINFIELD DOSING STATION (LS 4) EXISTING VALVE MANHOLE EXISTING SEPTIC TANK PROPOSED PIPE TO REMAIN AT LEAST 7' BELOW GRADE UNTIL JUST BEFORE REACHING SEPTIC TANK PROPOSED INSTALL SUBMERSIBLE HEATER IN SEPTIC TANK AS DETAILED AND SPECIFIED INSTALL BUIRED GATE VALVE WITH VALVE BOX CP P - LIFT STATION CONTROL PANEL - POST - SIREN - ELECTRICAL - WELL LEGEND: SHEETDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO. R CITY OF SCANDIA, MINNESOTA BLISS WASTEWATER TREATMENT FACILITY IMPROVEMENTS JEH NLH JEH 0N1.131020 A SUBMITTAL 03/29/2024 B SUBMITTAL 06/21/2024 0 BID 12/16/2025 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: burnsville@bolton-menk.com www.bolton-menk.com56751DATELIC. NO. SIGNATURE:PRINTED NAME: TYPED OR Jacob E. Humburg I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA 12/16/2025 2.03 PROPOSED SITE PLAN (ENLARGED) B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 0 N 1 1 3 1 0 2 0 \ C A D \ E N V \ 1 _ B I M \ 1 3 1 0 2 0 _ S C N D B L I S S _ S I T E P L A N . d w g 12 / 1 0 / 2 0 2 5 2 : 3 5 P M Graphic scale for 1"=10' 10 0 10 20 NOTES: 1.EXISTING PIPE LOCATIONS SHOWN ARE BASED ON EXISTING SYSTEM DRAWINGS; CONTRACTOR IS TO VERIFY LOCATION AND ELEVATION OF PIPES. 2.ANY NEW SITE PIPING THAT HAS LESS THAN 7.5' OF COVER MUST BE INSULATED WITH A MINIMUM OF 4 INCHES OF RIGID POLYSTRENE INSULATION 2 FEET IN EACH DIRECTION FROM THE CENTERLINE OF THE PIPE. 3.CONTRACTOR SHALL NOT OPERATE EQUIPMENT ON TOP OF EXISTING SAND FILTERS, INFILTRATION TRENCHES, OR OTHER EXISTING TREATMENT INFRASTRUCTURE. 4.BLANDING'S TURTLES MAY BE ENCOUNTERED IN THIS AREA. TURTLES WHICH ARE IN IMMINENT DANGER SHOULD BE MOVED, BY HAND, OUT OF HARMS WAY. TURTLES WHICH ARE NOT IN IMMINENT DANGER SHOULD BE LEFT UNDISTURBED. 5.CONTRACTOR TO SETUP SILT FENCE ROUND SITE PERIMETER TO KEEP TURTLES OUT OF CONSTRUCTION AREAS. R GRAVEL ROADWAY RAW WASTEWATER V- W W - 4 V- W W - 3 V- W W - 1 V-WW-2 V-AW-1 V-AW-2 V- W W - 5 3-FM- (1) 3-FM- (1) 3-FM- (1) 6-DS- (1) 6-DS- (1) 8- W W - ( 1 ) 6- W W - ( 1 ) 8- W W - ( 1 ) 8- W W - ( 1 ) 6- D S - ( 1 ) 8- P P - ( 5 ) 6- W W - ( 1 ) 4- A W - ( 5 ) 2- C F - ( 5 ) 2- C F - ( 5 ) 2-WW- (5) 2-WW- (5) V-WW-6 2- W W - ( 5 ) 2- A W - ( 5 ) FROM LS 2 SEPTIC TANK SEPTIC TANK SEPTIC TANK FILTER DOSING STATION (LS 3) LS 3 VALVE VAULT IN F I L T R A T I O N T R E N C H A IN F I L T R A T I O N T R E N C H B IN F I L T R A T I O N T R E N C H C LS 4 VALVE VAULT METER A METER B METER C TRENCH DOSING STATION (LS 4) BUILDING FILTER EQ MANHOLEFILTER CLEARWELL MANHOLE SAND FILTER A SAND FILTER B SAND FILTER C BLOWER NO.1 ME - A - 1 BLOWER NO.2 ME - A - 2 CARBON FEED PUMP EQ PUMP P - EQ - 1 BACKWASH PUMP P - BW - 1 DENITRIFICATION REACTOR 4"x2" RED. DATENO.ISSUED FOR SHEET DESIGNED DRAWN CHECKED CLIENT PROJ. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA SIGNATURE: TYPED OR PRINTED NAME: DATE LIC NO. 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: burnsville@bolton-menk.com www.bolton-menk.com Jacob E. Humburg 56751 © B o l t o n & M e n k , I n c . 2 0 2 3 , A l l R i g h t s R e s e r v e d 12 / 1 0 / 2 0 2 5 1 : 5 6 : 5 9 P M Au t o d e s k D o c s : / / S C A N D I A B L I S S W A S T E W A T E R T R E A T M E N T FA C I L I T Y / 1 3 1 0 2 0 _ S C N D _ W W T F _ R 2 5 . r v t JEH PROCESS FLOW DIAGRAM 5.01 NLH JEH 0N.13102012/16/25 CITY OF SCANDIA, MINNESOTA BLISS WASTEWATER TREATMENT FACILITY IMPROVEMENTS DRAFT A SUBMITTAL 03/29/2024 B SUBMITTAL 6/21/2024 0 BID 12/16/2025 2" SCH 80 PVC PIPE FROM FILTER EQ MANHOLE - INSTALL 6 INCHES ABOVE STATIC LIQUID LEVEL STATIC WATER LEVEL FLOAT POSITIONED 6-INCHES BELOW EXISTING LEAD PUMP - ON ELEVATION INSTALL HEATER IN THIS SEPTIC TANK AS DETAILED AND SPECIFIED (SEE 5/1.07) SHEETDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO. R CITY OF SCANDIA, MINNESOTA BLISS WASTEWATER TREATMENT FACILITY IMPROVEMENTS JEH NLH JEH 0N1.131020 A SUBMITTAL 03/29/2024 B SUBMITTAL 06/21/2024 0 BID 12/16/2025 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: burnsville@bolton-menk.com www.bolton-menk.com56751DATELIC. NO. SIGNATURE:PRINTED NAME: TYPED OR Jacob E. Humburg I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA 12/16/2025 5.02EXISTING INFLUENT SEPTIC TANKS AND FILTER DOSING STATION B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 0 N 1 1 3 1 0 2 0 \ C A D \ E N V \ 1 3 1 0 2 0 _ S C N D _ E x i s t i n g P l a n S h e e t s . d w g 9/ 4 / 2 0 2 5 1 0 : 2 9 A M 977.96± 977.25± 969.32± 972.14± 978.52±978.82±979.18± 967.84± 962.35± 967.00±967.40± 966.48± 977.30± SHEETDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO. R CITY OF SCANDIA, MINNESOTA BLISS WASTEWATER TREATMENT FACILITY IMPROVEMENTS JEH NLH JEH 0N1.131020 A SUBMITTAL 03/29/2024 B SUBMITTAL 06/21/2024 0 BID 12/16/2025 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: burnsville@bolton-menk.com www.bolton-menk.com56751DATELIC. NO. SIGNATURE:PRINTED NAME: TYPED OR Jacob E. Humburg I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA 12/16/2025 5.03EXISTING DRAINFIELD DOSING STATION B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 0 N 1 1 3 1 0 2 0 \ C A D \ E N V \ 1 3 1 0 2 0 _ S C N D _ E x i s t i n g P l a n S h e e t s . d w g 9/ 4 / 2 0 2 5 1 0 : 2 9 A M 977.73± 968.37± 968.92±969.68± 961.38± 967.51± EXISTING DRAINFIELD DOSING STATION PROPOSED 8'-0" FILTER CLEARWELL MANHOLE 4" DIP VENT PIPE WITH BIRD SCREEN 8" GATE VALVE WITH VALVE BOX AND EXTENSION 30"x30" HATCH HATCH HATCH EXISTING VALVE MANHOLE PROPOSED 1 5.05 1 5.05 EXISTING DRAINFIELD DOSING STATION PROPOSED 8'-0" FILTER CLEARWELL MANHOLE EXISTING VALVE MANHOLE 2 5.05 2 5.05 BALL VALVE BALL VALVE HATCH ABOVE 30"x30" HATCH ABOVE 8" GATE VALVE WITH VALVE BOX AND EXTENSION SUBMERSIBLE FILTER BACKWASH PUMP 6" DIP BELOW 8" EXISTING SAND FILTER EFFLUENT PIPE 8" DIP OVERFLOW 3" DIP 3" DIP METER A METER B METER C 8 " D I P FROM FILTER MANHOLE PROPOSED DATENO. ISSUED FOR SHEET DESIGNED DRAWN CHECKED CLIENT PROJ. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA SIGNATURE: TYPED OR PRINTED NAME: DATE LIC NO. 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: burnsville@bolton-menk.com www.bolton-menk.com Jacob E. Humburg 56751 © B o l t o n & M e n k , I n c . 2 0 2 3 , A l l R i g h t s R e s e r v e d 12 / 1 0 / 2 0 2 5 1 : 5 6 : 5 9 P M Au t o d e s k D o c s : / / S C A N D I A B L I S S W A S T E W A T E R T R E A T M E N T FA C I L I T Y / 1 3 1 0 2 0 _ S C N D _ W W T F _ R 2 5 . r v t JEH PROPOSED FILTER CLEARWELL MANHOLE &5.04 NLH JEH 0N.13102012/16/25 CITY OF SCANDIA, MINNESOTA BLISS WASTEWATER TREATMENT FACILITY IMPROVEMENTS EXISTING LIFT STATION NO.4 - PLAN SCALE: 3/8" = 1'-0" ABOVE GRADE PLAN GENERAL NOTE: CONTRACTOR TO POTHOLE EXISTING PIPE FROM SAND FILTERS TO LS4 PRIOR TO ORDERING NEW STRUCTURES SCALE: 3/8" = 1'-0" BELOW GRADE PLAN 2' 4'1' Graphic Scale for 3/8"=1'-0" R A SUBMITTAL 03/29/2024 B SUBMITTAL 6/21/2024 0 BID 12/16/2025 EXISTING 10'-0" DIAMETER DRAINFIELD DOSING STATION (LS4) PROPOSED 8'-0" DIAMETER FILTER CLEARWELL MANHOLE 4" DIP VENT PIPE WITH BIRD SCREEN 8" GATE VALVE WITH VALVE BOX AND EXTENSION CORE NEW OPENING IN EXISTING STRUCTURE AND SEAL WITH PIPE BOOT 8" DIP 18" COMPACTED GRAVEL BASE BASE 1'-0" THICK WITH 6" BUOYANCY COLLAR 6"x4" REDUCER 4" DIP 6" DIP SUBMERSIBLE FILTER BACKWASH PUMP LWL=963.00 DRILL 1/4" BLEED HOLE ON 90° BEND 8'-0" DIAMETER FILTER CLEARWELL MANHOLE GUIDE RAILS 30"x30" HATCH 3" DIP HATCH 8" INLET 2" PVC VENT EXISTING PUMP 8" DIP OVERFLOW HWL=966.65 INV EL= 967.66 EL= 961.38EL= 961.50 EL= 978.30 EL= 977.30 EL= 962.50 TO/FROM FILTER MANHOLE INV EL= 967.20 FROM FILTER MANHOLE INV EL= 972.00 EXISTING VALVE MANHOLE METER EL=968.92 WYE BALL VALVE EL=969.68 3" FM HATCH 2" PVC VENT EL= 967.51 EL= 977.73 DATENO. ISSUED FOR SHEET DESIGNED DRAWN CHECKED CLIENT PROJ. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA SIGNATURE: TYPED OR PRINTED NAME: DATE LIC NO. 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: burnsville@bolton-menk.com www.bolton-menk.com Jacob E. Humburg 56751 © B o l t o n & M e n k , I n c . 2 0 2 3 , A l l R i g h t s R e s e r v e d 12 / 1 0 / 2 0 2 5 1 : 5 7 : 0 0 P M Au t o d e s k D o c s : / / S C A N D I A B L I S S W A S T E W A T E R T R E A T M E N T FA C I L I T Y / 1 3 1 0 2 0 _ S C N D _ W W T F _ R 2 5 . r v t JEH PROPOSED FILTER CLEARWELL MANHOLE &5.05 NLH JEH 0N.13102012/16/25 CITY OF SCANDIA, MINNESOTA BLISS WASTEWATER TREATMENT FACILITY IMPROVEMENTS EXISTING LIFT STATION NO.4 - SECTION NOTES: 1. PIPE ROTATED FOR CLARITY. REFER TO PLAN VIEW FOR ORIENTATION. 2. EXISTING BASED OFF EXISTING PLAN SET AND NOT DRAWN TO SCALE. GENERAL NOTE: CONTRACTOR TO POTHOLE EXISTING PIPE FROM SAND FILTERS TO LS4 PRIOR TO ORDERING NEW STRUCTURES 2' 3'1'6" Graphic Scale for 1/2"=1'-0" 5.05 SCALE: 1/2" = 1'-0" SECTION1 A SUBMITTAL 03/29/2024 B SUBMITTAL 6/21/2024 0 BID 12/16/2025 5.05 SCALE: 1/2" = 1'-0" SECTION2 PROPOSED 8'-0" FILTER MANHOLE 36"x36" HATCH LADDER AND RUNGS INCLUDED IN PRECAST MANHOLE 1 5.06 1 5.06 2 5.06 2 5.06 PROPOSED 8'-0" FILTER MANHOLE 8" DIP OVERFLOW TO FILTER CLEARWELL MANHOLE 4" BACKWASH AIR 8" BACKWASH EPOXY ANCHOR 2" PVC CHEMICAL CONDUIT 8" PVC INFLUENT PIPE FROM SAND FILTERS 36"x36" HATCH ABOVE 6" DIP EFFLUENT/BACKWASH BELOW 1 5.06 1 5.06 2 5.06 2 5.06 8"FLAPPER CHECK VALVE BACKWASH THROUGH 8" MJ SLEEVE 3" BACKWASH AIR FROM PROPOSED BUILDING TO FILTER BACKWASHEQ MANHOLE 30° PROPOSED 8'-0" FILTER MANHOLE 6" DIP 8" VENT/OVERFLOW 6" DIP EFFLUENT/BACKWASH CHEMICAL INJECTION 8" PVC 8" FLAPPER CHECK VALVE 18" GRAVEL BASE BASE 1'-0" THICK WITH 6" BUOYANCY COLLAR 36"x36" HATCH UNDERDRAIN SUPPORT LEDGE ALL AROUND. USE NON-SHRINK GROUT OR CONCRETE UNDERDRAIN ASSEMBLY SU M P 1' - 6 " 4 " GR A V E L 1' - 6 " 4" 2 " 4 " 4 " 4 " LAYER 1 LAYER 2LAYER 3 LAYER 4 LAYER 5 ME D I A L A Y E R 6 5' - 0 " TO/FROM FILTER CLEARWELL MANHOLE 2" Sch PVC CHEMICAL CONDUIT. SEAL CONDUIT OPENING USING DUCT SEAL OR APPROVED EQUAL FROM SAND FILTERS INV EL=972.00 TO FILTER CLEARWELL MANHOLE INV EL= 967.20 EL= 958.80 INV EL= 967.77 EL= 978.00 INV EL= 972.50 PROPOSED 8'-0" FILTER MANHOLE 18" GRAVEL BASE BASE 1'-0" THICK WITH 6" BUOYANCY COLLAR 4"x3" REDUCER 3" BACKWASH AIR 8" BACKWASH EPOXY ANCHOR BACKWASH THROUGH 4" BACKWASH AIR FLANGE TO HAVE BOLT HOLES ON NATURAL CENTERLINES 36"x36"HATCH TO FILTER BACKWASH EQ MANHOLE CL EL= 973.50 EL= 958.80 EL= 978.00 INV EL= 970.50 DATENO. ISSUED FOR SHEET DESIGNED DRAWN CHECKED CLIENT PROJ. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA SIGNATURE: TYPED OR PRINTED NAME: DATE LIC NO. 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: burnsville@bolton-menk.com www.bolton-menk.com Jacob E. Humburg 56751 © B o l t o n & M e n k , I n c . 2 0 2 3 , A l l R i g h t s R e s e r v e d 12 / 1 0 / 2 0 2 5 1 : 5 7 : 0 0 P M Au t o d e s k D o c s : / / S C A N D I A B L I S S W A S T E W A T E R T R E A T M E N T FA C I L I T Y / 1 3 1 0 2 0 _ S C N D _ W W T F _ R 2 5 . r v t JEH PROPOSED FILTER MANHOLE 5.06 NLH JEH 0N.13102012/16/25 CITY OF SCANDIA, MINNESOTA BLISS WASTEWATER TREATMENT FACILITY IMPROVEMENTS - PLAN & SECTION SCALE: 1/2" = 1'-0" ABOVE GRADE PLAN SCALE: 1/2" = 1'-0" BELOW GRADE PLAN 2' 3'1'6" Graphic Scale for 1/2"=1'-0" 5.06 SCALE: 1/2" = 1'-0" SECTION1 5.06 SCALE: 1/2" = 1'-0" SECTION2 R NOTE: 1. PIPE ROTTATED FOR CLARITY. REFER TO PLAN VIEW FOR ORIENTATION A SUBMITTAL 03/29/2024 B SUBMITTAL 6/21/2024 0 BID 12/16/2025 INSTALL PIPE BEFORE THE UNDERDRAIN ASSEMBLY IS INSTALLED CONCRETE UNDERDRAIN SUPPORT EFFLUENT/BACKWASH PIPE TO/FROM FILTER CLEARWELL MANHOLE UNDERDRAIN ASSEMBLY EFFLUENT/BACKWASH PIPE EPOXY ANCHOR TIGHTEN BOLTS AFTER EPOXY ANCHORS ARE TIGHTENED AIRWASH PIPING DATENO. ISSUED FOR SHEET DESIGNED DRAWN CHECKED CLIENT PROJ. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA SIGNATURE: TYPED OR PRINTED NAME: DATE LIC NO. 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: burnsville@bolton-menk.com www.bolton-menk.com Jacob E. Humburg 56751 © B o l t o n & M e n k , I n c . 2 0 2 3 , A l l R i g h t s R e s e r v e d 12 / 1 0 / 2 0 2 5 1 : 5 7 : 0 0 P M Au t o d e s k D o c s : / / S C A N D I A B L I S S W A S T E W A T E R T R E A T M E N T FA C I L I T Y / 1 3 1 0 2 0 _ S C N D _ W W T F _ R 2 5 . r v t JEH PROPOSED FILTER MANHOLE 5.07 NLH JEH 0N.13102012/16/25 CITY OF SCANDIA, MINNESOTA BLISS WASTEWATER TREATMENT FACILITY IMPROVEMENTS - UNDERDRAIN ASSEMBLY PLAN SCALE: 3/4" = 1'-0" DRAIN ASSEMBLY BOTTOM PLAN SCALE: 3/4" = 1'-0" DRAIN ASSEMBLY PLAN A SUBMITTAL 03/29/2024 B SUBMITTAL 6/21/2024 0 BID 12/16/2025 10'-0" DIAMETER FILTER BACKWASH EQ MANHOLE 36"x36" HATCH 8" GATE VALVE WITH VALVE BOX AND EXTENSION VALVE BOX TOP CAST INTO TOP SLAB 1'-0" 10'-0" DIAMETER FILTER BACKWASH EQ MANHOLE 2" PVC SUBMERSIBLE BACKWASH DISPOSAL PUMP GUIDE RAILS INV EL=970.40 PUMP OFF=962.90 PUMP ON=963.40 HWL=969.90 36"x36" ACCESS HATCH 2" PVC BALL CHECK VALVE OPERATOR EXTENTION VALVE BOX TOP CAST INTO TOP SLAB 2" BALL VALVE 18" COMPACTED GRAVEL BASE BASE 1'-0" THICK WITH 6" BUOYANCY COLLAR EL= 960.90 EL= 977.30 TO SEPTIC TANK CL EL= 969.50 2 5.08 2 5.08 1 5.08 1 5.08 10'-0" DIAMETER FILTER BACKWASH EQ MANHOLE SUBMERSIBLE BACKWASH DISPOSAL PUMP 36"x36" HATCH ABOVE 8" GATE VALVE WITH VALVE BOX AND EXTENSION 8" DIP BW FROM FILTER MANHOLE 2" BALL VALVE2" SCH. 80 PVC 10'-0" DIAMETER FILTER BACKWASH EQ MANHOLE 36"x36" ACCESS HATCH8" GATE VALVE WITH VALVE BOX AND EXTENSION 8" DIP GUIDE RAILS 18" COMPACTED GRAVEL BASE BASE 1'-0" THICK WITH 6" BUOYANCY COLLAR FROM FILTER CLEARWELL MANHOLE INV EL= 970.40 EL= 960.90 EL= 977.30EL= 977.00 DATENO. ISSUED FOR SHEET DESIGNED DRAWN CHECKED CLIENT PROJ. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA SIGNATURE: TYPED OR PRINTED NAME: DATE LIC NO. 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: burnsville@bolton-menk.com www.bolton-menk.com Jacob E. Humburg 56751 © B o l t o n & M e n k , I n c . 2 0 2 3 , A l l R i g h t s R e s e r v e d 12 / 1 0 / 2 0 2 5 1 : 5 7 : 0 0 P M Au t o d e s k D o c s : / / S C A N D I A B L I S S W A S T E W A T E R T R E A T M E N T FA C I L I T Y / 1 3 1 0 2 0 _ S C N D _ W W T F _ R 2 5 . r v t JEH PROPOSED FILTER BACKWASH EQ MANHOLE 5.08 NLH JEH 0N.13102012/16/25 CITY OF SCANDIA, MINNESOTA BLISS WASTEWATER TREATMENT FACILITY IMPROVEMENTS - PLAN & SECTION SCALE: 3/8" = 1'-0" ABOVE GRADE PLAN 5.08 SCALE: 3/8" = 1'-0" SECTION1 SCALE: 3/8" = 1'-0" BELOW GRADE PLAN 2' 4'1' Graphic Scale for 3/8"=1'-0" 5.08 SCALE: 3/8" = 1'-0" SECTION2 NOTE: 1. PIPE ROTTATED FOR CLARITY. REFER TO PLAN VIEW FOR ORIENTATION R A SUBMITTAL 03/29/2024 B SUBMITTAL 6/21/2024 0 BID 12/16/2025 BLOWER VFD BLOWER VFD MAIN CONTROL PANEL LIGHITNG PANEL 2" HAND OPERATED BUTTERFLY VALVE 4" AIRWASH PIPING (SEE SITE PLAN FOR CONTINUATION)2" CONDUIT FOR CHEMICAL FEED LINE (SEE SITE PLAN FOR CONTINUATION) 65-GALLON POLYETHYLENE DOUBLE-WALLED TANK FOR MicroC SUPPLEMENTAL CARBON - ASSMANN IMT 65 OR APPROVED EQUAL SINGLE DOOR OPENING AT LEAST 36" WIDE 12'-10" 9' - 0 " 12" THICK 5'X5' CLASS 5 AGGREGATE PAD COMPACTED TO MINIMUM OF 95% STANDARD PROCTOR DENSITY. 4"x2" REDUCER 2" HAND OPERATED BUTTERFLY VALVE 2" 90° ELBOW 2" 90° ELBOW KAESER AIRWASH BLOWER KAESER AIRWASH BLOWER NOTE: ALL PIPE AND CONDUIT PASSING THROUGH OR UNDERNEATH BUILDING FOOTER TO HAVE 1'X1' CROSS SECTION CONCRETE ENCASEMENT UNDER ENTIRE LENTH OF CROSSING. 2" SPARE CONDUIT FOR CHEMICAL FEED LINE (SEE SITE PLAN FOR CONTINUATION). SEAL SPARE CONDUIT USING DUCT SEAL OR APPROVED EQUAL. SHELF FOR CHEMICAL METERING PUMP DATENO. ISSUED FOR SHEET DESIGNED DRAWN CHECKED CLIENT PROJ. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA SIGNATURE: TYPED OR PRINTED NAME: DATE LIC NO. 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: burnsville@bolton-menk.com www.bolton-menk.com Jacob E. Humburg 56751 © B o l t o n & M e n k , I n c . 2 0 2 3 , A l l R i g h t s R e s e r v e d 12 / 1 0 / 2 0 2 5 1 : 5 7 : 0 1 P M Au t o d e s k D o c s : / / S C A N D I A B L I S S W A S T E W A T E R T R E A T M E N T FA C I L I T Y / 1 3 1 0 2 0 _ S C N D _ W W T F _ R 2 5 . r v t JEH PROPOSED BUILDING - PLAN 5.09 NLH JEH 0N.13102012/16/25 CITY OF SCANDIA, MINNESOTA BLISS WASTEWATER TREATMENT FACILITY IMPROVEMENTS - PLAN & SECTION SCALE: 3/4" = 1'-0" PLAN 2' 3'1'6" Graphic Scale for 1/2"=1'-0" NOTES: 1. CONTRACTOR TO WORK WITH PREFABRICATED BUILDING SUPPLIER TO COORDINATE LOCATIONS OF OPENINGS THROUGH BOTTOM OF BUILDING AND THROUGH UNDERLYING SLAB. 2. SLEEVE ALL PENETRATIONS THROUGH THE CONCRETE FLOOR TO ALLOW FOR MOVEMENT OF THE SLAB. 3. ALL BURIED PIPING BENEATH THE BUILDING FLOOR, THROUGH AND UNDER THE BUILDING FOUNDATION SHALL BE ENCASED IN A MINIMUM OF 8" OF CONCRETE AROUND PIPE, AND EXTENDING 5 FEET BEYOND OUTSIDE EDGE OF FOUNDATION WALL AND FOOTING. 4. INSTALL BLOWERS, CHEMICAL FEED PUMP AND SHELF, CHEMICAL TANK AND CONTAINMENT, AND ALL OTHER EQUIPMENT PER MANUFACTURER (F.R. MAHONY) RECOMMENDATIONS. PROVIDE ADEQUATE PIPE SUPPORT WHERE NEEDED. 5. INTERIOR BUILDING DIMENSIONS ARE APPROXIMATE ONLY. 6. CONTROL BUILDING AND ASSOCIATED FACILITIES SHALL BE INSTALLED PER LOCAL AND STATE CODES. CONTRACTOR SHALL OBTAIN ANY PERMITS REQUIRED FOR BUILDING. R A SUBMITTAL 03/29/2024 B SUBMITTAL 6/21/2024 0 BID 12/16/2025 1' 2'6" Graphic Scale for 3/4"=1'-0" LUMINAIRE LEGEND AE 12 FIXTURE ID CIRCUIT NUMBERa SWITCH CIRCUIT ID RECESSED LUMINAIRE 'E' DESIGNATES EMERGENCY LIGHT NIGHT LIGHT RECESSED CAN LUMINAIRE WALL MOUNT LUMINARE PENDANT MOUNTED TRACK LIGHTING POLE MOUNTED LUMINAIRE LIGHTING EXIT LIGHT SHADED REGION INDICATES FACE WALL MOUNT EMERGENCY LIGHTING UNIT OCCUPANCY SENSOR, CEILING MOUNTED OCCUPANCY SENSOR, WALL MOUNTED CONTROL DEVICE TYPE (FOR ALL LIGHTING CONTROL DEVICES): 2=TWO POLE, SINGLE THROW 3=THREE WAY 4=FOUR WAY D=DIMMER P=WITH PILOT LIGHT T=TIMER SP=SPEED CONTROL K=KEYED M=MOTOR HORSE POWER RATED MS=MANUAL MOTOR STARTER H/L = HIGH/LOW CONTROL SWITCH CIRCUIT IDENTIFIER LIGHTING CONTROL STATION POWER PHOTOCELL, DAY LIGHT SENSORPC REMOTE EMERGENCY LIGHTING HEAD INDICATES WALL WASH OS OS a 3 DUPLEX RECEPTACLE DUPLEX RECEPTACLE, GROUND FAULT CIRCUIT INTERRUPTERGFCI DUPLEX RECEPTACLE, ISOLATED GROUND DUPLEX RECEPTACLE, SWITCHED (SPLIT) DUPLEX RECEPTACLE, ON EMERGENCY/STANDBY POWER CIRCUIT DOUBLE DUPLEX (FOURPLEX) RECEPTACLE DUPLEX RECEPTACLE, CEILING MOUNTED DUPLEX RECEPTACLE, FLOOR MOUNTED SPECIAL PURPOSE RECEPTACLE POWER, DISTRIBUTION, CONTROL PANEL T1 TRANSFORMER (ID NOTED) GENERATOR MOTOR, SINGLE PHASE MOTOR, THREE PHASE DISCONNECT/SAFETY SWITCH FUSED DISCONNECT/SAFETY SWITCH COMBINATION MOTOR STARTER F UTILITY METER SOCKET MOA HAND DRYER TV J FLOOR BOX - GANG AND DEVICES SHOWN ON PLANS MULTI-OUTLET ASSEMBLY GROUNDING BOND POINT COMMUNICATIONS VOICE (TELEPHONE) OUTLET DATA OUTLET VOICE/DATA OUTLET TV TELEVISION (TV) OUTLET CLOCK OUTLET PP POWER POLE HD IC INTERCOM STATION S SPEAKER, WALL MOUNT S SPEAKER, CEILING MOUNT M MICROPHONE OUTLET AV AUDIO/VIDEO OUTLET VOLUME CONTROL P PROJECTOR P PROJECTOR CONTROL OUTLET FIRE ALARM SYSTEMS ALARM STROBE AND HORN/SPEAKER ALARM STROBE F ALARM PULL STATION S SMOKE DETECTOR H HEAT DETECTOR D DUCT SMOKE DETECTOR FIRE ALARM REMOTE ANNUNCIATORFA M MAGNETIC DOOR HOLD OPEN FR FIRE ALARM CONTROL RELAY F F ALARM HORN/SPEAKERF FIRE ALARM CONTROL PANELFACP FS FIRE ALARM FLOW SWITCH TS FIRE ALARM TAMPER SWITCH SECURITY SYSTEMS SIMPLEX (SINGLE) RECEPTACLE CR CARD READER KP KEY PAD DC DOOR CONTACT RX REQUEST TO EXIT MD MOTION DETECTOR GB GLASS BREAK DETECTOR TS FIRE ALARM TAMPER SWITCH EM ELECTRIFIED/MAGNETIC DOOR LOCK MECHANISM KEYNOTE/LEGEND SYMBOLS 1 KEYED NOTE (NUMBER DENOTED) AHU 1 EQUIPMENT TAG (REFER TO SCHEDULE) EQUIPMENT DESCRIPTION EQUIPMENT NUMBER AHU1-A CONDUIT/WIRE TAG (REFER TO SCHEDULE) EQUIPMENT NAME IDENTIFIER CONDUIT IDENTIFIER CONTROL L LEVEL TRANSDUCER F FLOW METER/FLOW TUBE LS LIMIT SWITCH P PRESSURE SWITCH T TEMPERATURE SWITCH/THERMOSTAT F FLOOD SWITCH L LEVEL (FLOAT) SWITCH D MOTORIZED DAMPER T TEMPERATURE TRANSDUCER E EMERGENCY PUSHBUTTON STATION CORD AND PLUG PTZ CCTV CAMERA (FIXED) CCTV CAMERA (PAN-TILT-ZOOM) CONTROL STATION S SOLENOID DISCONNECT/ENCLOSED CIRCUIT BREAKERB GENERAL CONDUIT/WIRE RUN - EXPOSED/SURFACE MOUNT CONDUIT/WIRE RUN - CONCEALED/UNDERGROUND J JUNCTION BOX - CEILING MOUNT JUNCTION BOX - WALL MOUNTJ X REVISION (NUMBER DENOTED) J JUNCTION BOX - FLOOR MOUNT HEALTH CARE NURSE CALL LIGHT - WALL MOUNTN NURSE CALL PULL STATIONN NURSE CALL STAFF LOCATION NURSE CALL LIGHT - CEILING MOUNTN NURSE CALL STAFF EMERGENCY LOCATION NURSE CALL MASTER STATIONNCM NURSE CALL TERMINALNCT NURSE CALL MARQUEEMRQ NURSE CALL STAFF DUTY STATION/TONE STATION - WALL MOUNTED NURSE CALL TONE STATION - CEILING MOUNTED ONE-LINE SYMBOLS INCOMING LINE CIRCUIT BREAKER TRANSFORMER SINGLE THROW SWITCH DISCONNECTING FUSE FUSE CURRENT TRANSFORMER SWITCH AND FUSE 25 MOTOR (HORSEPOWER DENOTED) SURGE PROTECTION DEVICESPD GENERATOR AUTOMATIC TRANSFER SWITCH (ATS) CAPACITOR NEMA 1 CONTACTOR STARTER COMPLETE W/OVERLOADS (NEMA SIZE DENOTED) VFD VARIABLE FREQUENCY DRIVE (VFD) ONE-LINE SYMBOLS (CONTINUED) SSRV SOLID STATE REDUCED VOLTAGE STARTER R1 RELAY COIL (NUMBER DENOTED) SCHEMATIC SYMBOLS PM POWER MONITOR M METER HIGH VOLTAGE CIRCUIT BREAKER DRAW OUT/BUSS STABS NORMALLY OPEN CONTACT NORMALLY CLOSED CONTACT TWO POSITION SELECTOR SWITCH (RUN-OFF DENOTED) R PUSH TO TEST PILOT LIGHT (COLOR DENOTED) R PILOT LIGHT (COLOR DENOTED) PUSH BUTTON - NORMALLY CLOSED PUSH BUTTON - NORMALLY OPEN TR TIMING RELAY CLOSED SWITCH - TIME DELAY OPEN OPEN SWITCH - TIME DELAY CLOSED CLOSED SWITCH - TIME DELAY CLOSED OPEN SWITCH - TIME DELAY OPEN TEMPERATURE SWITCH - CLOSE ON RISING TEMPERATURE TEMPERATURE SWITCH - OPEN ON RISING TEMPERATURE SOLENOID CONTROL POWER TRANSFORMER GROUND OVERLOAD LA LIGHTNING ARRESTOR HEATER H A O THREE POSITION SELECTOR SWITCH (HAND-OFF-AUTO DENOTED R O TERMINAL BLOCK CONNECTION NODE WP = WEATHER PROOF AC = ABOVE COUNTER OC = OCCUPANCY CONTROLLED SYMBOL LEGEND G V EMERGENCY EGRESS/LIFE SAFETY OR W/BACKUP BATTERY LIGHT NIGHT LIGHT AND EMERGENCY EGRESS B BELL/CHIME/AUDIBLE NOTIFICATION DEVICE CABLE TRAY WIRELESS ACESS POINTWAP SB SMARTBOARD CONTROL OUTLET QUANTITY OF CABLES AND JACKSX PANELBOARD NAMING LEGEND HP = 480/277 VOLT PANEL LP = 208/120 VOLT PANEL LP/HP-?-1 = LEVEL LOCATED ON 1- FIRST FLOOR, 2-SECOND FLOOR, ETC. LP/HP-1-? = # OF PANEL ON THAT LEVEL COMBO OCCUPANCY SENSOR/PHOTOCELL, DAY LIGHT SENSOR, CEILING MOUNTEDPOS F CEILING MOUNTED ALARM STROBE AND HORN/SPEAKER F CEILING MOUNTED ALARM STROBE F CEILING MOUNTED ALARM HORN/SPEAKER DUPLEX OR DOUBLE DUPLEX RECEPTACLE, OCCUPANCY CONTROLLEDOCOC DOUBLE DUPLEX RECEPTACLE, GROUND FAULT CIRCUIT INTERRUPTERGFCIG SD ELECTRIC DAMPER 1P 1 POLE (2P, 3P, 4P, ETC.) A AMPERE AC ABOVE COUNTER OR AIR CONDITIONER ACLG ABOVE CEILING ADO AUTOMATIC DOOR OPENER AF AMP FRAME AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AFI ARC FAULT CIRCUIT INTERRUPTER AHU AIR HANDLING UNIT AL ALUMINUM ALT ALTERNATE AMP AMPERE AMPL AMPLIFIER ANNUN ANNUNCIATOR APPROX APPROXIMATELY AQ-STAT AQUASTAT ARCH ARCHITECT, ARCHITECTURAL AS AMP SWITCH AT AMP TRIP ATS AUTOMATIC TRANSFER SWITCH AUTO AUTOMATIC AUX AUXILIARY AV AUDIO VISUAL AWG AMERICAN WIRE GAUGE BATT BATTERY BD BOARD BLDG BUILDING BMS BUILDING MANAGEMENT SYSTEM C CONDUIT CAB CABINET CAT CATALOG CATV CABLE TELEVISION CB CIRCUIT BREAKER CCTV CLOSED CIRCUIT TELEVISION CKT CIRCUIT CLG CEILING COMB COMBINATION CMPR COMPRESSOR CONN CONNECTION CONST CONSTRUCTION CONT CONTINUATION OR CONTINUOUS CONTR CONTRACTOR CONV CONVECTOR CP CIRCULATING PUMP CRT CATHODE-RAY TUBE CT CURRENT TRANSFORMER CTR CENTER CU COPPER DCP DOMESTIC WATER CIRCULATING PUMP DEPT DEPARTMENT DET DETAIL DIA DIAMETER DISC DISCONNECT DIST DISTRIBUTION DN DOWN DPR DAMPER DS SAFETY DISCONNECT SWITCH DT DOUBLE THROW DWG DRAWING EC ELECTRICAL CONTRACTOR ELEC ELECTRIC, ELECTRICAL ELEV ELEVATOR EM EMERGENCY EMS ENERGY MANAGEMENT SYSTEM EMT ELECTRICAL METALLIC TUBING EP ELECTRIC PNEUMATIC EQUIP EQUIPMENT EWC ELECTRIC WATER COOLER EXIST EXISTING EXH EXHAUST EXP EXPLOSION PROOF FA FIRE ALARM FABP FIRE ALARM BOOSTER POWER SUPPLY PANEL FACP FIRE ALARM CONTROL PANEL FCU FAN COIL UNIT FIXT FIXTURE FLR FLOOR FLUOR FLUORESCENT FU FUSE FUDS FUSED SAFETY DISCONNECT SWITCH GA GAUGE GAL GALLON GALV GALVANIZED GC GENERAL CONTRACTOR GEN GENERATOR GFI GROUND FAULT CIRCUIT INTERRUPTER GFP GROUND FAULT PROTECTOR GND GROUND GRS GALVANIZED RIGID STEEL (CONDUIT) GYP BD GYPSUM BOARD HOA HANDS-OFF-AUTOMATIC SWITCH HORIZ HORIZONTAL HP HORSEPOWER HPF HIGH POWER FACTOR HT HEIGHT HTG HEATING HTR HEATER HV HIGH VOLTAGE HVAC HEATING, VENTILATING AND AIR CONDITIONING HWP HYDRONIC WATER PUMP IC INTERRUPTING CAPACITY IG ISOLATED GROUND IMC INTERMEDIATE METAL CONDUIT INCAND INCANDESCENT IR INFRARED I/W INTERLOCK WITH J-BOX JUNCTION BOX KV KILOVOLT KVA KILOVOLT-AMPERE KVAR KILOVOLT-AMPERE REACTIVE KW KILOWATT KWH KILOWATT HOUR LOC LOCATE OR LOCATION LT LIGHT LTG LIGHTING LTNG LIGHTNING LV LOW VOLTAGE MAX MAXIMUM MAG.S MAGNETIC STARTER M/C MOMENTARY CONTACT MC MECHANICAL CONTRACTOR MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MDC MAIN DISTRIBUTION CENTER MDP MAIN DISTRIBUTION PANEL MFR MANUFACTURER MFS MAIN FUSED DISCONNECT SWITCH MH MANHOLE MIC MICROPHONE MIN MINIMUM MISC MISCELLANEOUS MLO MAIN LUGS ONLY MMS MANUAL MOTOR STARTER MOA MULTIOUTLET ASSEMBLY MSP MOTOR STARTER PANELBOARD MSBD MAIN SWITCHBOARD MT MOUNT MT.C EMPTY CONDUIT MTS MANUAL TRANSFER SWITCH MTR MOTOR, MOTORIZED N.C. NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION NFDS NON-FUSED SAFETY DISCONNECT SWITCH NIC NOT IN CONTRACT NL NIGHT LIGHT N.O. NORMALLY OPEN NPF NORMAL POWER FACTOR NTS NOT TO SCALE OH OVERHEAD OL OVERLOADS PA PUBLIC ADDRESS PB PULL BOX OR PUSHBUTTON PE PNEUMATIC ELECTRIC PED PEDESTAL PF POWER FACTOR PH PHASE PIV POST INDICATING VALVE PNL PANEL PP POWER POLE PR PAIR PRI PRIMARY PROJ PROJECTION PRV POWER ROOF VENTILATOR PT POTENTIAL TRANSFORMER PVC POLYVINYL CHLORIDE (CONDUIT) PWR POWER QUAN QUANTITY RCPT RECEPTACLE REQD REQUIRED RM ROOM RSC RIGID STEEL CONDUIT RTU ROOF TOP UNIT SC SURFACE CONDUIT SEC SECONDARY SHT SHEET SIM SIMILAR S/N SOLID NEUTRAL SPEC SPECIFICATION SPKR SPEAKER SP SPARE SR SURFACE RACEWAY SS STAINLESS STEEL SSW SELECTOR SWITCH S/S STOP/START PUSHBUTTONS STA STATION STD STANDARD SURF SURFACE MOUNTED SW SWITCH SWBD SWITCHBOARD SYM SYMMETRICAL SYS SYSTEM TEL TELEPHONE TEL/DATA TELEPHONE/DATA TERM TERMINAL TL TWIST LOCK TR TAMPER RESISTANT T-STAT THERMOSTAT TTC TELEPHONE TERMINAL CABINET TV TELEVISION TVTC TELEVISION TERMINAL CABINET TYP TYPICAL UC UNDER COUNTER UE UNDERGROUND ELECTRICAL UG UNDERGROUND UH UNIT HEATER UNO UNLESS NOTED OTHERWISE UT UNDERGROUND TELEPHONE UTIL UTILITY UV UNIT VENTILATOR OR ULTRAVIOLET V VOLT VA VOLT-AMPERES VDT VIDEO DISPLAY TERMINAL VERT VERTICAL VFD VARIABLE FREQUENCY DRIVE VOL VOLUME W WATT W/ WITH WG WIRE GUARD WH WATER HEATER W/O WITHOUT WP WEATHERPROOF XFMR TRANSFORMER XFR TRANSFER ANGLE @ AT DELTA ' FEET " INCHES # NUMBER Ø PHASE C CENTER LINE P PLATE ELECTRICAL ABBREVIATIONS LIST SECURITY SYSTEMS (CONTINUED)POWER (CONTINUED) 7.01 ELECTRICAL SYMBOLS & ABBREVIATIONS SHEET DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO. R CITY OF SCANDIA, MINNESOTA BLISS WASTEWATER TREATMENT FACILITY IMPROVEMENTS NXP NXP ARM 0N1.131020 A DATE 03/29/24 B DATE 06/21/24 0 DATE 12/16/25 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: burnsville@bolton-menk.com www.bolton-menk.com46184DATELIC. NO. SIGNATURE:PRINTED NAME: TYPED OR AARON R. MUELLER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA 12/16/2025 L L L MV MV MV L L L F F F MV MV 7.02 EXISTING SITE PLAN SHEET DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO. R CITY OF SCANDIA, MINNESOTA BLISS WASTEWATER TREATMENT FACILITY IMPROVEMENTS NXP NXP ARM 0N1.131020 A DATE 03/29/24 B DATE 06/21/24 0 DATE 12/16/25 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: burnsville@bolton-menk.com www.bolton-menk.com46184DATELIC. NO. SIGNATURE:PRINTED NAME: TYPED OR AARON R. MUELLER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA 12/16/2025 1 EXISTING SITE PLANN 0 20'40' EXISTING LIFT STATIONS CONTROL PANEL EXISTING UTILITY TRANSFORMER DRAINFIELD DOSING STATION (LS 4) SAND FILTER DOSING STATION (LS 3) VALVE AND METER VAULT VALVE VAULT SAND FILTERS INFILTRATION TRENCH B SEPTIC TANK GENERAL NOTES: 1.ALL ELECTRICAL EQUIPMENT/DEVICES IN DARK (BLACK) LINES SHALL BE DE-ENERGIZED, DISCONNECTED & DEMOLISHED. ALL ELECTRICAL EQUIPMENT/DEVICES SHOWN IN LIGHT (GRAY) LINES ARE EXISTING TO REMAIN. 2.VERIFY LOCATIONS OF UNDERGROUND UTILITIES PRIOR TO REMOVING OF EQUIPMENT AND ANY UNDERGROUND WORK. 3.FACILITY TO REMAIN IN SERVICE DURING CONSTRUCTION. EXISTING EQUIPMENT SHALL REMAIN IN SERVICE UNTIL NEW EQUIPMENT IS OPERATIONAL OR CONTRACTOR MAY PROVIDE TEMPORARY EQUIPMENT AND POWER NECESSARY TO TREAT THE WASTEWATER DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE ADDITIONAL TEMPORARY CABLING, EQUIPMENT, DEVICES AND SYSTEMS AS REQUIRED DURING CONSTRUCTION TO KEEP SYSTEM OPERATING, REGARDLESS OF METHODS USED. KEYED NOTES: 1.DISCONNECT AND REMOVE SECONDARY CONDUIT AND WIRES FEEDING THE EXISTING LIFT STATION CONTROL PANEL. EXISTING UTILITY METER TO BE RELOCATED TO THE NEW CONTROL BUILDING. COORDINATE WORK WITH UTILITY. EXISTING UTILITY METER 1 EXISTING POLE WITH TORNADO SIREN 2 EXISTING CONTROL PANEL NOT TO SCALE EXISTING UTILITY METER 1 EXISTING UTILITY TRANSFORMER L L L MV MV MV L L L F F F MV MV LL L L L L L 7.04 1 J J J J J L L J J 7.03 SITE PLAN SHEET DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO. R CITY OF SCANDIA, MINNESOTA BLISS WASTEWATER TREATMENT FACILITY IMPROVEMENTS NXP NXP ARM 0N1.131020 A DATE 03/29/24 B DATE 06/21/24 0 DATE 12/16/25 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: burnsville@bolton-menk.com www.bolton-menk.com46184DATELIC. NO. SIGNATURE:PRINTED NAME: TYPED OR AARON R. MUELLER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA 12/16/2025 1 NEW SITE PLANN 0 20'40' TORNADO SIREN AND SIREN CONTROL PANEL EXISTING UTILITY TRANSFORMER DRAINFIELD DOSING STATION (LS 4) SAND FILTER DOSING STATION (LS 3) VALVE AND METER VAULT VALVE VAULT SAND FILTERS INFILTRATION TRENCH B SEPTIC TANK FILTER EQ TANK EQ PUMP P-EQ-1 FILTER CLEARWELL MANHOLE BACKWASH PUMP P-BW-1 FILTER MANHOLE NEW CONTROL BUILDING 2 CONDUIT: 2"C - 3#1, 1#8G TO LP-1 1.25"C - 8#14, 1#14G TO PACKAGE CP 1 CONDUIT: 2.5"C - 3#4/O TO RELOCATED POWER METER EXISTING LIFT STATION CONTROL PANEL RELOCATED UTILITY METER 1 CONDUIT: 1.25"C - 3#14, 1#14G TO PACKAGE CP 1 CONDUIT: 1.25"C - FLOAT CABLES 1 CONDUIT: 1.25"C - PUMP CABLE 1 CONDUIT: 1.25"C - 2#12, 1#12G TO PACKAGE CP 1 CONDUIT: 1.25"C - FLOAT CABLES 1 CONDUIT: 1.25"C - 5#14, 1#14G TO PACKAGE CP 1 CONDUIT: 1.25"C - PUMP CABLE 1 CONDUIT: 1.25"C - 2#12, 1#12G TO PACKAGE CP1 CONDUIT: 1.25"C - FLOAT CABLES GENERAL NOTES: KEYED NOTES: 1.TANK INTERIOR IS CLASSIFIED AS A CLASS 1, DIVISION 1, GROUP D HAZARDOUS LOCATION. AREA 18" ABOVE AND 3' FROM TANK OPENINGS IS A CLASS 1, DIVISION 2, GROUP D HAZARDOUS LOCATION. AREA 3' IN RADIUS FROM VENT OPENING IS A CLASS 1, DIVISION 1, GROUP D HAZARDOUS LOCATION. AREA BETWEEN 3'-5' FROM VENT OPENING IS A CLASS 1, DIVISION 2, GROUP D HAZARDOUS LOCATION. 1.ALL ITEMS IN DARK (BLACK) LINES REPRESENT NEW ELECTRICAL WORK. ALL ELECTRICAL EQUIPMENT/DEVICES SHOWN IN LIGHT (GRAY) LINES ARE EXISTING TO REMAIN. 2.VERIFY LOCATIONS OF UNDERGROUND UTILITIES PRIOR TO PLACEMENT OF EQUIPMENT AND ANY UNDERGROUND CONSTRUCTION. 3.MOTORS & INSTRUMENTS LOCATED WITHIN TANKS ARE TO BE MOUNTED ACCESSIBLE FROM TANK HATCH. ALL CONDUITS IN TANKS FOR PUMP AND INSTRUMENTATION CABLES SHALL BE MOUNTED IN SUCH A MANNER THE CONDUIT OPENING/ENDS ARE EASILY ACCESSIBLE FROM THE TANK HATCH AND REACHABLE WITHOUT ENTERING THE TANK. ALL MOTORS & INSTRUMENTS SHOWN SHALL HAVE FACTORY CABLE CIRCUITED TO ABOVE GRADE DISCONNECT/JUNCTION BOX INSTALLED ON UNISTRUT STAND IN PROXIMITY TO HATCH, NOT ALL FACTORY CABLES ARE SHOWN FOR CLARITY. 4.EQUIPMENT LOCATIONS ARE APPROXIMATE. CONTRACTOR SHALL COORDINATE FINAL LOCATIONS WITH ON-SITE REPRESENTATIVE PRIOR TO INSTALLATION TO AVOID CONFLICTS WITH OTHER DISCIPLINES. 5.ALL INSTALLATIONS IN CLASS 1, DIVISION 1 AND CLASS 1, DIVISION 2 LOCATIONS SHALL MEET THE NEC INSTALLATION AND EQUIPMENT RATING REQUIREMENTS FOR A CLASS 1, DIVISION 1, GROUP D HAZARDOUS LOCATION. 6.OTHER THAN EQUIPMENT TO BE INSTALLED IN TANKS, DO NOT LOCATE ELECTRICAL EQUIPMENT WITHIN AREAS CLASSIFIED AS A HAZARDOUS LOCATION. 7.ALL NEW PROCESS EQUIPMENT, EXCEPT SUBMERSIBLE HEATER, SHALL BE PROVIDED BY PACKAGE SYSTEM SUPPLIER AND INSTALLED UNDER THE DIVISION 26. CONTRACTOR TO PROVIDE FIELD WIRING AND MAKE CONNECTIONS TO THE EQUIPMENT. SUBMERSIBLE HEATER SHALL BE PROVIDED AND INSTALLED UNDER THE DIVISION 26. 8.CONTRACTOR TO MAKE SURE THAT EXISTING TORNADO SIREN AND SIREN CONTROL PANEL KEEP POWER WITHOUT ANY INTERRUPTION. 9.PRIOR TO INSTALLATION CONTRACTOR TO COORDINATE WITH PACKAGE SYSTEM SUPPLIER AND CONFIRM EXACT NUMBER OF EQUIPMENT AND WIRING REQUIREMENTS. PROVIDE ADDITIONAL CONDUIT AND WIRES IF NECESSARY WITHOUT ADDITIONAL COST. 1 1 1 1 CONDUIT: 1.25"C - 2#14, 1#14G TO PACKAGE CP 1 CONDUIT: 1.25"C - FLOAT CABLE 1 CONDUIT: 2"C - 2#4, 1#8G TO LP-1 1 CONDUIT: 2"C - HEATER CABLE SUBMERSIBLE WATER HEATER WITH INTEGRAL THERMOSTAT 1 1 CONDUIT: 1.25"C - 3#14, 1#14G TO PACKAGE CP M RELOCATED EXISTING UTILITY METER PACKAGE SYSTEM CONTROL PANEL LIGHTING PANEL LP-1 BLOWER NO.1 BLOWER NO.2 2.5"C-3#4/O BLOWER NO.1 VFD BLOWER NO.2 VFD CHEMICAL PUMP CHEMICAL TANK 1"C-3#8, 1#10G 3 CONDUITS: 1"C-2#6, 1#10G TO LP-1 0.75"C-7#14, 1#14G TO CONTROL PANEL 0.75"C-2-2/C#16SHIELDED TO CONTROL PANEL 2 CONDUITS: 1"C-2#6, 1#10G TO VFD 0.75"C-2#14, 1#14G TO CONTROL PANEL G WP 0.75"C-3#12, 1#12G TO CONTROL PANEL F 0.75"C-2#14, 1#14G TO CONTROL PANEL T 0.75"C-2#14, 1#14G SPD 0.75"C-MFR TO LP-1 CHEMICAL SCALE TRANSMITTER 3 CONDUITS: 0.75"C-12#12, 1#12G TO LP-1 0.75"C-1-2/C#16SHIELDED TO CONTROL PANEL 0.75"C-CABLE TO CHEMICAL SCALE VENTILATION FAN 0.75"C-2#12, 1#12G TO LP-1 0.75"C-2#12, 1#12G WPG WPG WP G G WP M T0.75"C-2#14, 1#14G 0.75"C-5#14, 1#14G TO CONTROL PANEL 7.04 1 NEW CONTROL BUILDING LAYOUT SHEET DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO. R CITY OF SCANDIA, MINNESOTA BLISS WASTEWATER TREATMENT FACILITY IMPROVEMENTS NXP NXP ARM 0N1.131020 A DATE 03/29/24 B DATE 06/21/24 0 DATE 12/16/25 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: burnsville@bolton-menk.com www.bolton-menk.com46184DATELIC. NO. SIGNATURE:PRINTED NAME: TYPED OR AARON R. MUELLER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA 12/16/2025 0 1'2' N GENERAL NOTES: 1.ALL ITEMS IN DARK (BLACK) LINES TO BE PROVIDED AND INSTALLED UNDER DIVISION 26. ALL ELECTRICAL EQUIPMENT/DEVICES SHOWN IN LIGHT (GRAY) LINES ARE TO BE PROVIDED BY PACKAGE SYSTEM SUPPLIER AND INSTALLED UNDER DIVISION 26. 2.PRIOR TO INSTALLATION CONTRACTOR TO COORDINATE WITH PACKAGE SYSTEM SUPPLIER AND CONFIRM EXACT NUMBER OF EQUIPMENT AND WIRING REQUIREMENTS. PROVIDE ADDITIONAL CONDUIT AND WIRES IF NECESSARY WITHOUT ADDITIONAL COST. 2 CONTROL BUILDING KEYED NOTES: 1.PROVIDE AND INSTALL NEW LIGHTS: 1.1.INTERIOR LIGHT FIXTURES SHALL BE HUBBELL CVT4-LS40 OR EQUAL, SWITCHABLE LUMEN LINEAR VAPORTITE. SET LUMEN OUTPUT TO MIDDLE SETTING ADJUST ACCORDINGLY. 1.2.EXTERIOR WALLPACK FIXTURE SHALL BE HUBBELL-SG1-20-4K-PCU OR EQUAL WITH INTEGRAL PHOTOCELL & MOTION SENSOR TO DIM LIGHT TO 50% WHEN NO MOTION IS DETECTED. 2.SPD TO BE MOUNTED ABOVE OR BELOW LIGHTING PANEL. PROVIDE WIRES SIZED PER MANUFACTURER RECOMMENDATION. TANK INTERIOR HATCH PROVIDED CABLE HANGER HARDWARE HANG CABLES FROM CABLE HANGER HARDWARE, COIL EXCESS CABLE SEAL OPENING THROUGH TANK WALLS TO PREVENT MOISTURE FROM ENTERING THROUGH OPENING CONDUIT WITH LONG SWEEPING BENDS TO ALLOW LESS FRICTION FOR CABLE REMOVAL/INSTALLATION EXTEND CONDUIT TO EDGE OF HATCH OPENING, LOCATE TO NOT INTERFERE WITH PUMP REMOVAL AND INSTALL IN ACCESSIBLE FROM TOP OF HATCH ROD TYPE CONNECTOR COPPER GROUND CABLE GROUND ROD AS SPECIFIED IN SECTION 26 05 26 GROUND COPPER CABLE TYPE "TA" CADWELD CONNECTION 3/0 AWG STRANDED BARE TINNED COPPER 2'-6" BURIAL DEPTH MINIMUM COPPER CLAD GROUND ROD AS SPECIFIED IN SECTION 26 05 26 TYPE "TA" CADWELD CONNECTION GROUND WIRE TO FUTURE EQUIPMENT GROUND LUG, (STRAIGHT, 90 , 45 , OR AS REQ'D.) FINISH FLOOR OR EQUIPMENT PAD GROUND CONDUCTOR FITTING GROUND CONDUCTOR NOTE: 1.BOLTS SHALL BE INSERTED IN BOLT HOLES BEFORE CONNECTOR IS EMBEDDED. COPPER CONDUCTOR TAP TO HORIZONTAL REINFORCING BAR (REBAR) LOCATED NEAR THE BOTTOM OR VERTICALLY, WITHIN THAT PORTION OF CONCRETE FOUNDATION OR FOOTING. MAXIMUM CONDUCTOR SIZE IS 4/0 AWG. MINIMUM DIAMETER OF REBAR IS 1/2". MINIMUM LENGTH OF REBAR IS 20'. ANCHOR TO WALL WITH 1/2" DIA. X 4" STAINLESS STEEL CONCRETE ANCHORS, WITH SUPPORTS AT 5"-0" MAXIMUM. CHANNEL-GLOBE STRUT, UNISTRUT OR EQUAL TYPE 316 STAINLESS STEEL 240/120V,1∅ UTILITY TRANSFORMER M UTILITY 100A 3P EXISTING LIFT STATION CONTROL PANEL 3 BLISS 3 WETWELL LIFT PUMP 1 VFD 3 BLISS 3 WETWELL LIFT PUMP 2 VFD 3 BLISS 4 WETWELL LIFT PUMP 1 VFD 3 BLISS 4 WETWELL LIFT PUMP 1 VFD 100A 3P GENERATOR RECEPTACLE JUNCTION BOX 18 " M I N 6X6 PRESSURE TREATED WOODEN POST 3. 5 ' M I N 3' M I N 240/120V,1∅ UTILITY TRANSFORMER M UTILITY 225A 2P LIGHTING PANEL LP-1 10 BLOWER NO.1 VFD 10 BLOWER NO.2 VFD LOCATION: NEW CONTROL BUILDING SERVICE ENTRANCE 225A, 240/120V, 1∅, 3W, 42CKT, NEMA 1 PACKAGE SYSTEM CONTROL PANEL 100A 3P EXISTING CONTROL PANEL 3 BLISS 3 WETWELL LIFT PUMP 1 VFD 3 BLISS 3 WETWELL LIFT PUMP 2 VFD 3 BLISS 4 WETWELL LIFT PUMP 1 VFD 3 BLISS 4 WETWELL LIFT PUMP 1 VFD 100A 3P GENERATOR RECEPTACLE 100A 2P 80A 2P 80A 2P 60A 2P 3 BACKWASH PUMP P-BW-1 2 EQ PUMP P-EQ-1 SUBMERSIBLE WATER HEATER 80A 2P 15KW BUILDING LIGHTS 20A 1P BUILDING RECEPTACLES 20A 1P MFR 2P SPD BUILDING VENTILATION 20A 1P CHEMICAL SCALE 20A 1P CR 120V PLC OUTPUT CR N 15A/1P SHEETDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO. R CITY OF SCANDIA, MINNESOTA BLISS WASTEWATER TREATMENT FACILITY IMPROVEMENTS NXP NXP ARM 0N1.131020 A DATE 03/29/24 B DATE 06/21/24 0 DATE 12/16/25 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: burnsville@bolton-menk.com www.bolton-menk.com46184DATELIC. NO. SIGNATURE:PRINTED NAME: TYPED OR AARON R. MUELLER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA 12/16/2025 4 TYPICAL TANK ENTERING CONDUIT AND WIRE DETAIL NOT TO SCALE 10 TYPICAL GROUNDING ELECTRODE DETAIL NOT TO SCALE9TYPICAL GROUNDING ELECTRODE DETAIL NOT TO SCALE 6 TYPICAL GROUNDING ELECTRODE DETAIL NOT TO SCALE 7 TYPICAL GROUNDING ELECTRODE DETAIL NOT TO SCALE 8 TYPICAL GROUNDING ELECTRODE DETAIL NOT TO SCALE 5 TYPICAL CONDUIT MOUNTING DETAIL NOT TO SCALE 1 EXSISTING ONE-LINE DIAGRAM NOT TO SCALE 3 POST MOUT JUNCTION BOX NOT TO SCALE DETAILS 2 NEW ONE-LINE DIAGRAM NOT TO SCALE 7.05 KEYED NOTES: 1.EQUIPMENT PROVIDED AS PART OF THE PACKAGE SYSTEM AND INSTALLED UNDER THE DIVISION 26. 2.PROVIDE CIRCUIT PROTECTION PER MANUFACTURER RECOMMENDATION. 1 1 1 1 1 1 1 2 11 CHEMICAL FEED PUMP CONTROLLED RECEPTACLE NOT TO SCALE