Item 3.10 Odean Trunk Watermain Project Approve Plans and Specifications and Order Advertisement for Bids
Request for
City Council Action
DEPARTMENT INFORMATION
ORIGINATING DEPARTMENT REQUESTOR: MEETING DATE:
Public Works City Engineer Wagner February 24, 2025
PRESENTER(s) REVIEWED BY: ITEM #:
Consent City Administrator/Finance Director Flaherty 3.10 – Odean Trunk Watermain
STRATEGIC VISION
MEETS: THE CITY OF OTSEGO:
Is a strong organization that is committed to leading the community through innovative communication.
X Has proactively expanded infrastructure to responsibly provide core services.
Is committed to delivery of quality emergency service responsive to community needs and expectations in a
cost-effective manner.
Is a social community with diverse housing, service options, and employment opportunities.
Is a distinctive, connected community known for its beauty and natural surroundings.
AGENDA ITEM DETAILS
RECOMMENDATION:
City staff recommends the City Council approve the Plans and Specifications and order Advertisement for Bids.
ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED?
No No
BACKGROUND/JUSTIFICATION:
Plans and specifications have been prepared for the Odean Avenue Trunk Watermain and Pressure Reducing Valve
(PRV) project. Last year, the project entailed predesign (survey, system water flow analysis, utility conflicts, and
potential easement needs) for the construction to be complete this year.
Advertisement will occur February 25 with bids opened on March 19. The bids are planned to be presented to the City
Council at the March 24 City Council meeting for consideration of the award. Completion date of work will be August 29,
2025.
The City has budgeted a total of $1,700,000 in the CIP for this project: $200,000 (predesign and survey) in 2024 and
$1,500,000 (design, easement acquisition, and construction) in 2025. The current project is estimated at $1,091.609.
The Public Works Subcommittee was presented with this information at their February 19, 2025, meeting and
recommended consideration of approval by the City Council.
SUPPORTING DOCUMENTS ATTACHED:
• Project Area Exhibit
• Engineer Estimate
• Plans and Specifications
POSSIBLE MOTION
PLEASE WORD MOTION AS YOU WOULD LIKE IT TO APPEAR IN THE MINUTES:
Motion to approve the Plans & Specifications and order Advertisement for Bids for Odean Avenue Trunk Watermain and
Pressure Reducing Valve (PRV) project.
BUDGET INFORMATION
FUNDING: BUDGETED:
Fund 601 – Drinking Water Utility
Yes
Engineer's Estimate
Odean Avenue Trunk Watermain and
Pressure Reducing Valve Project
Item
No.Description
Estimated
Quantity Unit Unit Price
Total Estimated
Extension
1 Mobilization 1 LS $45,000.00 45,000.00$
2 Sawing Bituminous Pavement (Full Depth)80 LF $5.00 400.00$
3 Trail Patching (3" bit / 6" class 5)97 SY $50.00 4,850.00$
4 Street Replacement - full section 100 SY $200.00 20,000.00$
5 Concrete Curb Replacement 60 LF $25.00 1,500.00$
6 12" Ductile Iron Pipe CL 52 or 12" HDPE or 12" PVC 1,484 LF $85.00 126,140.00$
7 6" Ductile Iron Pipe CL 52 47 LF $70.00 3,290.00$
8 4" Ductile Iron Pipe CL 52 27 LF $55.00 1,485.00$
9 12" HDPE - Horizontal Directional Drilling 2,255 LF $110.00 248,050.00$
10 1 1/2" PVC Pipe Schedule 40 75 LF $10.00 750.00$
11 Hydrant 5 EACH $7,000.00 35,000.00$
12 16" Butterfly Valve And Box 1 EACH $6,500.00 6,500.00$
13 12" Butterfly Valve And Box 10 EACH $3,500.00 35,000.00$
14 6" Butterfly Valve And Box 5 EACH $2,000.00 10,000.00$
15 Watermain Fittings 3,240 LB $10.00 32,400.00$
16 Pressure Reducing Valve 1 EACH $325,000.00 325,000.00$
17 Connect to Existing Waterman 5 EACH $2,500.00 12,500.00$
18 Valve Stake 16 EACH $30.00 480.00$
19 Sump Pump (Furnish and Install)1 EACH $500.00 500.00$
20 Traffic Control 1 LS $15,000.00 15,000.00$
21 Silt Fence, Type Machine Sliced 5,000 LF $3.00 15,000.00$
22 Sod Replacement 480 SY $6.00 2,880.00$
23 Turf Establishment (Est. 1.45 Acres)1.00 LS $7,500.00 7,500.00$
Total Base Bid 949,225$
Total - Base Bid $949,225
TOTAL CONSTRUCTION COST $949,225
$142,384
TOTAL ESTIMATED PROJECT COST $1,091,609
Base Bid
15 % Administration, Legal, & Engineering
XX
PIPE SIZETEE or PLUGCROSS W/ 2 PLUGS(i.e. 90° BEND)1/8 BEND (45° BEND)AND 1/16 BEND (22.5°)
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File: \\ae2s.com\nasuni\projects\H\Hakanson Anderson\12515-2024-004\CAD Dwgs\04-Process\Autocad\Plan Sheets\P-Process Symbols and Abbreviations.dwgPlotted: By: Shelby Reynolds Date: Thursday, February 13, 2025 File: \\ae2s.com\nasuni\projects\H\Hakanson Anderson\12515-2024-004\CAD Dwgs\04-Process\Autocad\Plan Sheets\P-Process Symbols and Abbreviations.dwg
PROJECT TITLE:PROJECT NO:DATE:ALT. PROJECT NO:SHEET DESIGNATOR:SHEET NO:CLIENT:SHEET TITLE:PREPARED BY:CHECKED BY:APPROVED BY:SYM DATE APPR
STATUS:Certification of Individual Project Design Disciplines AreIncluded On Their Individual Drawings, RespectivelyAdvanced Engineering and Environmental Services, LLC www.ae2s.com
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ODEAN AVENUE WATERMAIN & PRESSURE REDUCING VALVEPROCESS SYMBOLS AND ABBREVIATIONSCITY OF OTSEGOOTSEGO, MINNESOTA12515-2024-004FEBURARY 2025GENP001SGRJTPJTPCONSTRUCTION ALL PROCESS ITEMS IDENTIFIED ON DRAWINGS SHALL BE NEW ANDUNUSED FOR THE PROJECT UNLESS NOTED OTHERWISE.1.2.3.4.5.6.CONTRACTOR SHALL NOTE THAT ADDITIONAL CONSTRUCTIONNOTES MAY BE INCLUDED ON INDIVIDUAL DRAWINGS.AE2S PROCESS DRAWINGS ARE INTENDED TO BE REPRODUCED INCOLOR TO ASSIST IN IDENTIFYING PROCESS PIPING AND SELECT ITEMS.AE2S ASSUMES NO LIABILITY FOR CONTRACTORS CHOOSING TOREPRODUCE THESE DRAWINGS IN BLACK AND WHITE OR AT A SCALEWHICH REDUCES LEGIBILITY.DIMENSIONS AND ELEVATIONS SHOWN ON DRAWINGS ARE FOR BIDDINGPURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR FIELDVERIFICATION OF ALL DIMENSIONS AND ELEVATIONS PRIOR TOCONSTRUCTION.INFORMATION REGARDING THE EXISTING CONDITIONS WAS OBTAINEDFROM SURVEY DATA AND PRELIMINARY FIELD INVESTIGATIONS.ALL EXISTING AND PROPOSED CONDITIONS SHALL BE FIELD VERIFIEDBY CONTRACTOR PRIOR TO ANY CONSTRUCTION.CONTRACTOR SHALL PROTECT ADJACENT MATERIALS AND EQUIPMENT(NOT SCHEDULED FOR REMOVAL) FROM DAMAGE THROUGHOUT THECONSTRUCTION PHASE OF THE PROJECT. ALL DAMAGED ITEMS SHALLBE REPAIRED OR REPLACED WITH NO ADDITIONAL COST TO THE OWNER.ENGINEER AND/OR OWNER RESERVES THE RIGHT TO INSTRUCTCONTRACTOR TO SALVAGE SELECTED DEMOLITION ITEMS WHICH THEOWNER WILL RETAIN ONCE REMOVED.ACCESS TO EXISTING PROEJCT AREAS WHERE WORK IS TO BEPERFORMED MAY BE LIMITED. CONTRACTOR IS RESPONSIBLE TOASSESS ACCESSIBILITY BEFORE PURCHASING EQUIPMENT ANDPROCESS COMPONENTS TO ASSURE ABILITY TO INSTALL.COORDINATE ALL ELECTRICAL WORK WITH ELECTRICAL ANDMECHANICAL CONTRACTORS.NOT ALL EQUIPMENT, PIPING, ACTUATORS, CONDUITS, PLUMBING, ETC.IS SHOWN. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION(LOCATIONS), REMOVAL, MODIFICATION, RELOCATION,RE-INSTALLATION, ETC. OF ALL MISCELLANEOUS EQUIPMENT PIPING,CONDUIT, PLUMBING, ETC. REQUIRED TO ACCOMODATE THEINSTALLATION OF IMPROVEMENTS.NOT ALL PIPE HANGERS AND SUPPORTS ARE SHOWN ON THE DRAWINGS.CONTRACTOR IS RESPONSIBLE FOR VERIFICATION (LOCATIONS),REMOVAL, MODIFICATIONS, RELOCATION, RE-INSALLATION, ETC. OF ALLMISCELLANEOUS EQUIPMENT PIPING, CONDUIT, PLUMBING, ETC.REQUIRED TO ACCOMODATE THE INSTALLATION OF IMPROVEMENTS.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.24.25.26.THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANYADDITIONAL COSTS WHICH MAY RESULT IN UNAUTHORIZEDDEVIATIONS FROM THE CONTRACT DOCUMENTS.ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS ANDORDINANCES SHALL BE ADHERED TO THROUGHOUT THECONSTRUCTION PROJECT.STANDARD DETAILS ARE INTENDED TO SHOW GENERAL DESIGNCONCEPTS. REFER TO THE STRUCTURAL DRAWINGS FORDIMENSIONS AND SIZES.SIZE OF FITTINGS AND VALVES SHALL CORRESPOND TO THE SIZE OFADJACENT PIPING. JOINTS AND FITTING MATERIAL SHALL BE ASSHOWN ON ADJACENT PIPING.ALTHOUGH PIPING, FITTINGS AND VALVES MAY BE SHOWN WITH FLANGEDCONNECTIONS ON THE DRAWINGS, THE USE OF RIGID GROOVED TYPEPIPING SYSTEMS IS ALLOWED. CONTRACTOR SHALL PROVIDEGROOVED x FLANGED ADAPTERS WHEN MATING GROOVED TYPE PIPINGSYSTEMS TO FLANGED COMPONENTS.PROVIDE PROPER PLUGS, CAPS, BLIND FLANGES, AND RESTRAINTSWHEN ANY PIPING IS TERMINATED. VERIFY SIZE WITH ADJACENTPIPNG AND FITTINGS.CONTRACTOR SHALL PROVIDE ALL TRANSITION FITTINGS ANDAPPURTENANCES REQUIRED FOR TRANSITIONS BETWEENDIFFERENT PIPE MATERIALS AND JOINT TYPES.ALL SUBMERGED ANCHOR BOLTS, NUTS, FASTENERS, ETC. SHALL BE316L STAINLESS STEEL UNLESS OTHERWISE NOTED.ALL PIPING BENEATH FLOOR SLABS SHALL BE CONCRETE ENCASED.THE USE OF UNI-FLANGES SHALL ONLY BE ALLOWED WITH PRIORAPPROVAL OF ENGINEER.THE PROCESS DRAWINGS INDICATE REQUIRED PIPE SIZES, ELEVATIONS,AND THE EXTENT AND GENERAL ARRANGEMENT FOR PROCESS PIPINGAND EQUIPMENT. PRIOR TO THE FABRICATION OR INSTALLATION OF ANYPIPING OR EQUIPMENT, THE CONTRACTOR SHALL CONSULT ALLDRAWINGS AND CONSTRUCTION TRADES TO ACQUAINT SELF WITH THEMATERIALS, FINISHES, AND LOCATIONS OF EXISTING AND NEW CEILINGS,STRUCTURAL MEMBERS, PIPES, DUCTS, LIGHTING FIXTURES, CONDUITS,ETC. WHICH MAY AFFECT THE INSTALLATION. COORDINATE THE WORKWITH OTHER TRADES AND MAKE MODIFICATIONS IN LAYOUT TO AVOIDCONFLICT WITH THE WORK OF OTHER TRADES.VERIFY FINAL VALVE OPERATOR/ACTUATOR ORIENTATION WITHENGINEER PRIOR TO INSTALLATION.FLOORS, WALLS, CEILINGS, ROOFS, STAIRWAYS, DOORS, ANDWINDOWS ARE SHOWN FOR REFERENCE ONLY. REFER TO STRUCTURALAND ARCHITECTURAL DRAWINGS FOR SPECIFICS, AS APPLICABLE.REFER TO CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL,ELECTRICAL AND INSTRUMENTAL & CONTROL DRAWINGS FORADDITIONAL WORK TO BE PERFORMED AND COORDINATIONINFORMATION, AS APPLICABLE.NOT ALL PIPING FLOOR AND WALL PENETRATIONS ARE SHOWN.CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE PROPERPENETRATION INCLUDING CONCRETE CORING, FLOOR SLEEVES,LINK-TYPE SEALS, CAULKING, FIRESTOPPING, AND GROUTING.GENERAL NOTESCHEMICAL PIPING COLOR LEGEND02'4'6'8'10'12"VIEW NUMBERSHEET WHERE DRAWNSECTION NUMBERSHEET WHERE DRAWNDETAIL NUMBERSHEET WHERE DRAWNGRAPHIC SCALE02'4'6'8'10'12"PLAN TITLEDETAIL TITLE1P3011P5011P101NORTH ARROWRONTHPLAN, SECTION, AND DETAIL CONVENTIONSDRAWING SYMBOLS LEGENDELEVATION & LOCATION IN SECTION VIEWELEVATION & LOCATION IN SECTION VIEWEXISTING ELEVATION & LOCATION IN SECTION VIEWCENTERLINE ELEVATIONFLOOR, WALL, OR SURFACE ELEVATIONFLOOR, WALL, OR SURFACE ELEVATIONBREAKLINE (OBJECT CONTINUES, DRAWING ENDS)IMPROVEMENT NOTESCONSTRUCTION NOTES - IDENTIFICATION TAG WILL BE PLACEDAT THE NEAREST POSSIBLE LOCATION TO THE WORK IT ISDESCRIBING898.75'PIPE884.50FLOOR880.00'FLOOR11EXISTING FLOOR SPOT ELEVATION(CONTRACTOR TO VERIFY)FLOOR SPOT ELEVATION875.00'FFE870.00'FFESECTION CUT WITHINSAME DETAIL DRAWINGDETAIL NUMBERSHEET WHERE DRAWNAREA OF DETAILAADRAWING SUB-TITLESECTION A-A1P102ELEVATION NUMBERSHEET WHERE DRAWN12P201EXISTING NOTESDEMOLITION NOTESREVISION NOTES111ELELELELELFUTURE PIPEPIPE BREAK (PIPE CONTINUES)FLANGED PIPEMECHANICAL JOINT PIPE90° BEND90° BASE BENDTEEBASE TEECONCENTRIC REDUCERECCENTRIC REDUCERWYECROSSPROCESS PIPING LEGENDDEMOLISH PIPEPROCESS PIPING COLOR LEGENDIDENTIFICATION TAG (SEE I&C DRAWINGS)XXX-XXX-XXXEXISTING PIPE(DENOTED AS HALF-TONE, PIPE COLOR VARIES)GRAPHIC SCALEREVERSE OSMOSIS PIPING COLOR LEGENDALUM PRIMARY COAGULANT (ALUM)AMMONIA (AMN)CARBON DIOXIDE GAS (CO2G)CARBON SLURRY (CAR)CAUSTIC (CAU)CHLORINE (CL)FERRIC CHLORIDE (FECL)FLUORIDE (FL)HMO (HMO)OZONE (OZ)PERMANGANATE (PERM)PHOSPHATE (PHOS)POLYMERS (POLY)SULFER DIOXIDE (SULD)SULFERIC ACID (SULA)OVERFLOW (OVFLW)DRAIN (DRN)VENT (VNT)BACKWASH AIR (BWA)BACKWASH SUPPLY (BWS)BACKWASH WASTE (BWW)CLARIFIED WATER (CLW)FINISHED WATER (FW)LIME SLURRY (LIM)LIME TRANSFER (LT)NON POTABLE WATER (NPW)RAW WATER (RAW)COMPRESSED AIR (AIR)RO CIP CONCENTRATE (CIPC)CIP FEED (CIPF)RO CIP PERMEATE (CIPP)RO CIP RETURN (CIPR)RO CONCENTRATE (ROC)RO FLUSH (ROF)RO INFLUENT (ROI)RO INFLUENT OFFSPEC (ROIO)RO PERMEATE (ROP)RO PERMEATE OFFSPEC (ROPO)I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OFTHE STATE OF MINNESOTA.SIGNATURE:TYPED NAME: JAKE T. PUFFEFEBRUARY 13, 2025 REG. NO. 54193
File: \\ae2s.com\nasuni\projects\H\Hakanson Anderson\12515-2024-004\CAD Dwgs\04-Process\Autocad\Plan Sheets\P_PRV.dwgPlotted: By: Shelby Reynolds Date: Thursday, February 13, 2025 File: \\ae2s.com\nasuni\projects\H\Hakanson Anderson\12515-2024-004\CAD Dwgs\04-Process\Autocad\Plan Sheets\P_PRV.dwg
PROJECT TITLE:PROJECT NO:DATE:ALT. PROJECT NO:SHEET DESIGNATOR:SHEET NO:CLIENT:SHEET TITLE:PREPARED BY:CHECKED BY:APPROVED BY:SYM DATE APPR
STATUS:Certification of Individual Project Design Disciplines AreIncluded On Their Individual Drawings, RespectivelyAdvanced Engineering and Environmental Services, LLC www.ae2s.com
ODEAN AVENUE WATERMAIN & PRESSURE REDUCING VALVEPRV VAULT - PLAN VIEWSCITY OF OTSEGOOTSEGO, MINNESOTA12515-2024-004FEBURARY 2025PRVP101SGRJTPJTPCONSTRUCTION
2'-3"4'-7"1'-5"5'-0" MIN.3'-2"FLOWFLOW27101196712334NHROT2P101PRV VAULT BELOW GRADE PLAN VIEW12"01'2'3'4'5'2P3011P3014'-0"1'-2"4'-0"2'-6"152P3011P301NHROT1P101PRV VAULT AT GRADE PLAN VIEW12"01'2'3'4'5'IMPROVEMENTS30" x 30" (CLEAR OPENING) ALUMINUM SINGLE LEAFACCESS HATCH (H20 LOAD RATING)PIPE BOOT (TYPICAL). SEE DETAIL 1/P701.1/2" TAP WITH BALL VALVE. SEE DETAIL 1/P701.12" x 4" MJ TEE48" x 48" (CLEAR OPENING) ALUMINUM DOUBLE LEAFEQUIPMENT HATCH (H20 LOAD RATING)12" FLANGED BUTTERFLY VALVE WITH HANDWHEELOPERATOR4" FLANGED GATE VALVE WITH HANDWHEELOPERATOR4" MJ 90° BEND4" FLANGED CLA-VAL MAIN VALVE WITH FLOWMETERING12" REDUCED PORT CLA-VAL MAIN VALVE WITH FLOWMETERINGFLANGED COUPLING ADAPTER (VERIFY SIZE)INSTALL ALUMINUM LADDER AND SAFETY POST PERSPECIFICATIONS1-1/2" SCH 40 PVC PIPE FOR SUMP PUMP DISCHARGE.CONNECT TO PIPE OUTSIDE OF VAULT.WALL SLEEVE12345678910111213144'-1"2'-6"5'-0" MIN.46118828" (TYPICAL)1'-1"223GENERAL NOTES1.ALL PIPING SHALL BE DUCTILE IRON PIPE UNLESSOTHERWISE NOTED.BOX CULVERT NOTESBOX CULVERT STRUCTURE INCLUDING TOP ANDBOTTOM SLABS SHALL BE DESIGNED BY A LICENSEDSTRUCTURAL ENGINEER IN THE STATE OF MINNESOTAHIRED AND COMPENSATED BY CONTRACTOR.REINFORCED CONCRETE BOTTOM SLAB.REINFORCED TOP SLAB RATED FOR H20 LOADING.18" DIA. X 6" DEEP SUMP IN BOTTOM SLAB.12341123410'-0"13NHROT2P101PRV VAULT BELOW GRADE PLAN VIEW12"01'2'3'4'5'NHROT1P101PRV VAULT AT GRADE PLAN VIEW12"01'2'3'4'5'314I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OFTHE STATE OF MINNESOTA.SIGNATURE:TYPED NAME: JAKE T. PUFFEFEBRUARY 13, 2025 REG. NO. 54193
File: \\ae2s.com\nasuni\projects\H\Hakanson Anderson\12515-2024-004\CAD Dwgs\04-Process\Autocad\Plan Sheets\P_PRV.dwgPlotted: By: Shelby Reynolds Date: Thursday, February 13, 2025 File: \\ae2s.com\nasuni\projects\H\Hakanson Anderson\12515-2024-004\CAD Dwgs\04-Process\Autocad\Plan Sheets\P_PRV.dwg
PROJECT TITLE:PROJECT NO:DATE:ALT. PROJECT NO:SHEET DESIGNATOR:SHEET NO:CLIENT:SHEET TITLE:PREPARED BY:CHECKED BY:APPROVED BY:SYM DATE APPR
STATUS:Certification of Individual Project Design Disciplines AreIncluded On Their Individual Drawings, RespectivelyAdvanced Engineering and Environmental Services, LLC www.ae2s.com
ODEAN AVENUE WATERMAIN & PRESSURE REDUCING VALVEPRV VAULT - SECITON VIEWSCITY OF OTSEGOOTSEGO, MINNESOTA12515-2024-004FEBURARY 2025PRVP301SGRJTPJTPCONSTRUCTION
1'-6"7'-6" MINIMUM BURY DEPTH
1'-0"6101481125VERIFY ELEVFINAL GRADEVERIFY ELEV℄ PIPE1'-6"914771VERIFY ELEVFINAL GRADE1P301PRV VAULT SECTION VIEW12"01'2'3'4'5'2P301PRV VAULT SECTION VIEW12"01'2'3'4'5'4111'-0"VERIFY ELEV℄ PIPEFLOW2468141433GENERAL NOTES1.ALL PIPING SHALL BE DUCTILE IRON PIPE UNLESSOTHERWISE NOTED.BOX CULVERT NOTESBOX CULVERT STRUCTURE INCLUDING TOP ANDBOTTOM SLABS SHALL BE DESIGNED BY A LICENSEDSTRUCTURAL ENGINEER IN THE STATE OF MINNESOTAHIRED AND COMPENSATED BY CONTRACTOR.REINFORCED CONCRETE BOTTOM SLAB.REINFORCED TOP SLAB RATED FOR H20 LOADING.18" DIA. X 6" DEEP SUMP IN BOTTOM SLAB.(2) CONTINUOUS ROWS OF 1" RX-101 WATERSTOP.TYPICAL OF ALL BOX MANHOLE JOINTS.EXTERNAL JOINT SEAL WRAP. TYPICAL OF ALL BOXMANHOLE JOINTS.INSULATION PILLOWS (VERIFY SIZE). SEE DETAIL 4/P701.SPRAY POLYURETHANE FOAM INSULATION TO R20MINIMUM. FROM 2" ABOVE TOP JOINT TO MINIMUM 48"BELOW FINISHED GRADE.FINISHED FLOOR TO SLOPE TOWARDS SUMP PIT.123456789112233455667788IMPROVEMENTS30" x 30" (CLEAR OPENING) ALUMINUM SINGLE LEAFACCESS HATCH (H20 LOAD RATING)PIPE BOOT (TYPICAL). SEE DETAIL 1/P701.3/4" TAP WITH BALL VALVE. SEE DETAIL 1/P701.12" x 4" MJ TEE48" x 48" (CLEAR OPENING) ALUMINUM DOUBLE LEAFEQUIPMENT HATCH (H20 LOAD RATING)12" FLANGED BUTTERFLY VALVE WITH HANDWHEELOPERATOR4" FLANGED GATE VALVE WITH HANDWHEELOPERATOR4" MJ 90° BEND4" FLANGED CLA-VAL MAIN VALVE WITH FLOWMETERING12" REDUCED PORT CLA-VAL MAIN VALVE WITH FLOWMETERINGFLANGED COUPLING ADAPTER (VERIFY SIZE)INSTALL ALUMINUM LADDER AND SAFETY POST PERSPECIFICATIONS1-1/2" SCH 40 PVC PIPE FOR SUMP PUMP DISCHARGE.CONNECT TO PIPE OUTSIDE OF VAULT.PIPE SUPPORT (TYPICAL). SEE DETAIL 2/P701.1234567891011121314121399I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OFTHE STATE OF MINNESOTA.SIGNATURE:TYPED NAME: JAKE T. PUFFEFEBRUARY 13, 2025 REG. NO. 54193
1/2" STAINLESS STEEL BALL VALVEPIPE TAP DETAILSCALE: NONEPPIPE024TAP PIPE FOR 1/2" NPT STAINLESS STEELNIPPLE1/2" NPT STAINLESS STEEL NIPPLEFile: \\ae2s.com\nasuni\projects\H\Hakanson Anderson\12515-2024-004\CAD Dwgs\04-Process\Autocad\Plan Sheets\P_Detail.dwgPlotted: By: Shelby Reynolds Date: Thursday, February 13, 2025 File: \\ae2s.com\nasuni\projects\H\Hakanson Anderson\12515-2024-004\CAD Dwgs\04-Process\Autocad\Plan Sheets\P_Detail.dwg
PROJECT TITLE:PROJECT NO:DATE:ALT. PROJECT NO:SHEET DESIGNATOR:SHEET NO:CLIENT:SHEET TITLE:PREPARED BY:CHECKED BY:APPROVED BY:SYM DATE APPR
STATUS:Certification of Individual Project Design Disciplines AreIncluded On Their Individual Drawings, RespectivelyAdvanced Engineering and Environmental Services, LLC www.ae2s.com
ODEAN AVENUE WATERMAIN & PRESSURE REDUCING VALVEPROCESS STANDARD DETAILSCITY OF OTSEGOOTSEGO, MINNESOTA12515-2024-004FEBURARY 2025PRVP701SGRJTPJTPCONSTRUCTION1P701 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OFTHE STATE OF MINNESOTA.SIGNATURE:TYPED NAME: JAKE T. PUFFEFEBRUARY 13, 2025 REG. NO. 54193
File: W:\H\Hakanson Anderson\12515-2024-004\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-Symbols and Abbreviations.dwgPlotted: By: Peter Manfredini Date: Monday, February 17, 2025 File: W:\H\Hakanson Anderson\12515-2024-004\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-Symbols and Abbreviations.dwg
PROJECT TITLE:PROJECT NO:DATE:ALT. PROJECT NO:SHEET DESIGNATOR:SHEET NO:CLIENT:SHEET TITLE:PREPARED BY:CHECKED BY:APPROVED BY:SYM DATE APPR
STATUS:Certification of Individual Project Design Disciplines AreIncluded On Their Individual Drawings, RespectivelyAdvanced Engineering and Environmental Services, LLC www.ae2s.com
ODEAN AVENUE WATERMAIN & PRESSURE REDUCING VALVEELECTRICAL SYMBOLS AND ABBREVIATIONSCITY OF OTSEGOOTSEGO, MINNESOTA12515-2024-004FEBURARY 2025PRVE001PGMASRMARCONSTRUCTIONONE-LINE DIAGRAM AND SCHEMATIC SYMBOLSPRESS TO TEST LAMP(LETTER DENOTES COLOR)OPERATING COIL (LETTER ORNUMBER DENOTES DEVICE)RTM52MENERGIZED TIMERCONTROL (N.C., N.O.)DE-ENERGIZED TIMERCONTROL (N.C., N.O.)TEMPERATURE SWITCH (N.C., N.O.)FLOW SWITCH (N.C., N.O.)LIQUID LEVEL SWITCH (N.C., N.O.)ROFFRUNAUTO30AFUSE (NUMBER DENOTESRATING)SELECTOR SWITCHCIRCUIT BREAKERMAGNETIC TRIPTHERMAL TRIPRUNNING TIME METERCONTACT (N.C., N.O.)PRESSURE SWITCH (N.C., N.O.)LIMIT SWITCH (N.C., N.O.)DISCONNECT SWITCHELECTRICAL ABBREVIATIONSAAMPERESF&IFURNISH AND INSTALLLITLEVEL INDICATING TRANSMITTERSCPSUPERVISORY CONTROL PANELACABOVE COUNTER (VERIFY HEIGHT)FCVFLOW CONTROL VALVELMFLIQUID-TIGHT METALLIC CORE FLEXIBLE CONDUITSCADASUPERVISORY CONTROL AND DATA ACQUISITIONACKACKNOWLEDGEFEFLOW ELEMENTLSHLEVEL SWITCH HIGHSESERVICE ENTRANCEAEANALYZER ELEMENTFITFLOW INDICATING TRANSMITTERLSHHLEVEL SWITCH HIGH HIGHSECSECOND OR SECONDARYAIANALOG INPUTFSFLOW SWITCHLSLLEVEL SWITCH LOWSIGSIGNALAITANALYZER INDICATION TRANSMITTERFUFUSE OR FUSIBLELSLLLEVEL SWITCH LOW LOWSOL VvSOLENOID VALVEA.F.F.ABOVE FINISHED FLOORSPSINGLE POLEAMAMMETERGCGENERAL CONTRACTORMMOTOR STARTER OPERATING COILSPECSSPECIFICATIONSANNANNUNCIATORGDEGAS DETECT ELEMENTMAXMAXIMUMSSNR''SOFT START'' NON-REVERSING SWITCHAOANALOG OUTPUTGFIGROUND FAULT INTERRUPTERMCMTHOUSAND CIRCULAR MILSSSR SW''SOFT START'' REVERSING SWITCHAWGAMERICAN WIRE GAGEGNDGROUNDMCPMOTOR CIRCUIT PROTECTORSUSESUITABLE FOR USE AS SERVICE ENTRANCEGRSGALVANIZED RIGID STEEL CONDUITMECHMECHANICALBKRBREAKERMFRMANUFACTURERTDTIME DELAYBLDGBUILDINGHDHEAVY DUTYMHMETAL HALIDETEMPTEMPERATUREHHHANDHOLEMINMINUTE OR MINIMUMTITTEMPERATURE INDICATING TRANSMITTERCKTCIRCUITH/RHAND/REMOTEMTDMOUNTEDTSMOTOR THERMAL SWITCH℄CENTER LINEHOAHAND-OFF-AUTOTSTATTHERMOSTATCONTRCONTRACTORHOLHAND-OFF-LOCALNFNON-FUSEDCPCONTROL PANELHPHORSEPOWERNCNORMALLY CLOSEDUHUNIT HEATERCPTCONTROL POWER TRANSFORMERHPSHIGH PRESSURE SODIUMNONORMALLY OPENCSCONTROL STATIONHSHAND SWITCHNTCNOT CONNECTEDVVOLTSCTCURRENT TRANSFORMERHTRHEATERVFDVARIABLE FREQUENCY DRIVEHZHERTZ (CYCLES / SECOND)OL(S)OVERLOAD RELAY CONTACT(S)VMVOLTMETERDEDUAL ELEMENTVSVOLTMETER SWITCHDIDIGITAL INPUTIMCINTERMEDIATE METAL CONDUITPFPOWER FACTORVvVALVEDISCDISCONNECTPITPRESSURE INDICATING TRANSMITTERDODIGITAL OUTPUTJBJUNCTION BOXPLCPROGRAMMABLE LOGIC CONTROLLERWWATTS OR WIREDPDAMP PROOFPSHPRESSURE SWITCH HIGHW/WITHKVAKILOVOLT-AMPERESPSLPRESSURE SWITCH LOWWWWIREWAYECELECTRICAL CONTRACTORKVARKILOVOLT-AMPERES REACTIVEPTTPUSH TO TESTWPWEATHERPROOFELECELECTRICALKWKILOWATTSPVCPOLYVINYLCHLORIDE CONDUITEMTELECTRICAL METALLIC TUBINGXFMRTRANSFORMEREXPEXPLOSION PROOFREQ'DREQUIREDEQUIPEQUIPMENTRSRIGID STEEL CONDUITZCPOSITION CONTROLLERRTDRESISTANCE TEMPERATURE DETECTORZIPOSITION INDICATORRTMRUNNING TIME METERZSCPOSITION SWITCH CLOSEDRTRREMOTE TEST / RESETZSOPOSITION SWITCH OPENEDGENERAL NOTES1.AE2S ELECTRICAL DRAWINGS ARE INTENDED TO BEREPRODUCED IN COLOR. AE2S ASSUMES NO LIABILITYFOR CONTRACTORS CHOOSING TO REPRODUCE THESEDRAWINGS IN BLACK AND WHITE OR AT A SCALE WHICHREDUCES LEGIBILITY.2.CONTRACTOR SHALL RETURN ALL DISTURBEDSURFACES AND SOILS TO ORIGINAL ORPRE-CONSTRUCTION CONDITION UNLESSSPECIFICALLY INDICATED OTHERWISE.3.CONTRACTOR SHALL LOCATE OR SHALL HAVE THESERVING UTILITIES LOCATE ALL UNDERGROUND CABLE,CONDUITS, PIPING, UTILITIES, ETC., PRIOR TOCOMMENCING CONSTRUCTION (UNDERGROUNDEXCAVATION). CONTRACTOR SHALL BE RESPONSIBLEFOR THE REPAIR OF ANY DAMAGES DUE TOCONSTRUCTION ACTIVITIES.4.EXISTING AND / OR NEW UNDERGROUND CONDUITS,DUCTBANK, AND OTHER CIRCUITRY SHOWN ON THEPLANS ARE INTENDED TO BE DIAGRAMMATIC INNATURE. CONTRACTOR IS RESPONSIBLE FOR FIELDCONFIRMING ALL CIRCUITRY AND ROUTING.5.CORE DRILL EXISTING STRUCTURES AS REQUIRED FORNEW CONDUIT INSTALLATIONS. PATCH AROUNDPENETRATIONS WITH NON-SHRINK GROUT AND PAINTTO MATCH SURROUNDING SURFACES WHEREAPPLICABLE.6.UNUSED CONDUIT OPENINGS (SUCH AS SPARES) SHALLBE PVC CAPPED IN PANEL AND VAULT TO PREVENTDEBRIS.7.FIELD CONFIRM CONDUIT ROUTING. DO NOT ROUTECONDUIT ON VAULT EXTERIOR UNLESS NOTEDOTHERWISE.8.SEE ARCHITECTURAL, STRUCTURAL, MECHANICAL, ANDPROCESS DRAWINGS FOR EXACT EQUIPMENT, PIPING,AND BUILDING LAYOUTS.9.ALL CONDUCTORS ARE TO BE COPPER.10.PROVIDE AS-BUILT DRAWINGS. DRAWINGS SHALL BENEAT AND LEGIBLE.11.COORDINATE ELECTRICAL WORK WITH OTHER TRADES.12.PROVIDE PANEL SCHEDULES FOR ALL NEW AND / ORMODIFIED PANELS. SCHEDULES SHALL BE TYPED.13.DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS INFIELD PRIOR TO COMMENCEMENT OF WORK.14.FINAL CONNECTIONS TO EQUIPMENT SHALL BE PERMANUFACTURER'S APPROVED WIRING DIAGRAMS,DETAILS, AND INSTRUCTIONS. IT SHALL BE THECONTRACTOR'S RESPONSIBILITY TO PROVIDEMATERIALS AND EQUIPMENT COMPATIBLE WITHEQUIPMENT ACTUALLY SUPPLIED.15.ALL EMPTY CONDUITS SHALL HAVE A PULLWIRE OREQUAL AND SHALL BE IDENTIFIED AT ALL TERMINATIONPOINTS USING PERMANENT METALLIC TAGS. TAGSHALL INDICATE INTENDED USE OF CONDUIT, SUCH AS"SPARE".16.IT IS THE INTENT OF THESE DRAWINGS ANDSPECIFICATIONS TO ESTABLISH A STANDARD OFQUALITY. THE ENGINEER RESERVES THE RIGHT TOAPPROVE METHODS AND MATERIALS NOT REFLECTEDHEREIN.17.WORK SHALL BE PERFORMED IN A WORKMANLIKEMANNER TO THE SATISFACTION OF THE ARCHITECT /ENGINEER.18.WORK, MATERIALS, AND EQUIPMENT SHALL CONFORMTO THE LATEST EDITIONS OF LOCAL, STATE, ANDNATIONAL CODES AND ORDINANCES.19.VERIFY THAT EXACT LOCATION OF EQUIPMENT TO BEFURNISHED BY OTHERS PRIOR TO ROUGH-IN.20.SYSTEMS SHALL BE TESTED FOR PROPER OPERATION.IF TESTS SHOW THAT WORK IS DEFECTIVE,CONTRACTOR SHALL MAKE CORRECTIONS NECESSARYAT NO COST TO OWNER.21.SYSTEMS SHALL BE COMPLETE, OPERABLE, ANDREADY FOR CONTINUOUS OPERATION. LIGHTS,SWITCHES, RECEPTACLES, MOTORS, ETC., SHALL BECONNECTED AND OPERABLE.22.ALL CABLE CONNECTIONS SHALL BE TORQUEDACCORDING TO MANUFACTURER REQUIREMENTS, ULSTANDARD 486A-B, AND NEC ANNEX I AS APPLICABLE.ADDITIONALLY, CONTRACTOR SHALL MARK EACHPROPERLY TORQUED BOLT / LOCKWASHER / NUTASSEMBLY WITH A PERMANENT PAINT STRIPE OVERBOTH THE BOLT / LOCKWASHER / NUT ASSEMBLY ANDTHE LUG ASSEMBLY TO INDICATE ANY CHANGES IN THEPOSITION OVER TIME.DEVICE MOUNTED IN FIELDCONTROL CENTER (MCC)DEVICE MOUNTED IN MOTORTHERMAL OVERLOAD TRIP UNITSGROUND CONNECTIONCHASSIS CONNECTIONINDICATING LIGHT(LETTER DENOTES COLOR)(P.T.T. = PUSH TO TEST)*GROUND RODLIGHTNING ARRESTORVSCONTROL OR INSTRUMENT SWITCH(LETTERS DENOTES FUNCTION)CURRENT TRANSFORMERPOTENTIAL TRANSFORMER(DRAW OUT TYPE WITH PRIMARY FUSES)CONTROL STATIONCSINSTRUMENT(LETTER DENOTES TYPE)AMMOTOR CIRCUITPROTECTOR (MCP)MOLDED CASECIRCUIT BREAKERSURGE CAPACITORCONTROL OR POTENTIALTRANSFORMERPOWER FACTOR CAPACITOR WITHFUSING AND INDICATING LIGHTSPUSHBUTTON CONTACT (ON, OFF)DOUBLE CIRCUITPUSHBUTTON SWITCHTORQUE SWITCH (N.C., N.O.)R P.T.T.20MOTOR(NUMBER DENOTES HP)(TS = THERMAL SWITCH)TS20SENSOR20MOTOR(NUMBER DENOTES HP)MOTOR(NUMBER DENOTES HP)(SENSOR = SEAL FAIL)GENERATORFUSED DISCONNECT SWITCHGROUND / NEUTRALLINE REACTOR DRAW-OUT CIRCUIT BREAKERHEATERWALL MOUNTED / CEILING EXIT LIGHT(LETTER & NUMBER SIMILAR TO HID ORINCANDESCENT FIXTURE, SHADING DENOTEFACE(S) AND ARROW(S) IF REQUIRED)WALL / CEILING MOUNTEDFLUORESCENT / INDUCTION / LED FIXTURE(CAPITAL LETTER DENOTES TYPE, NUMBERDENOTES CIRCUIT, SMALL LETTERDENOTES SWITCH LEG)WALL MOUNTED / CEILING / HUNG LINEARFIXTURES (LETTERS & NUMBERS SIMILARTO FIXTURES ABOVE)HALF SOLID FIXTURE INDICATES FIXTURE ISON AN EMERGENCY CIRCUIT(NL = UNSWITCHED LIGHTING CIRCUIT)NUMBER DENOTES DUPLEX CONVENIENCEOUTLET (CIRCUIT & INCHES DENOTEMOUNTING HEIGHT IF OTHER THANNORMAL, LETTERS SPECIFY OTHERCONDITIONS ie: WP, DP, OR GFI)GFIWP24''A/1dA/1dE/1E/1A/1dA/1DEVICE SYMBOLSMOTORCIRCUITRY(EXPOSED, SURFACE MOUNTED)CIRCUITRY(BELOW GRADE OR FLOOR)CIRCUITRY(CONCEALED IN STRUCTURE)GROUNDPUSHBUTTON CONTROL STATIONDISCONNECT SWITCHACROSS THE LINE STARTERLIGHTING CONTACTOR(SEE RESPECTIVE PLAN NOTE)PAD MOUNT FEEDPOINT(SEE TYPICAL DETAIL)CCONDUIT SIZE & TYPECONDUCTOR SIZE OR TYPEQUANTITY OF CONDUCTORS2 - 1/C - #12 - 3/4"NUMBER OF CABLESPER CABLEREFER TO CABLE & CONDUIT SCHEDULE(S)CIRCUIT LEGENDCIRCUIT DESIGNATORC9999NUMERALS INDICATE CIRCUIT NUMBER'C' PREFIX INDICATES THE CIRCUITSCONDUIT CONTAINS OTHER CIRCUITSOR IS AN EMPTY CONDUITLEADER ADDED FOR CLARITY WHEN SHOWNLINETYPE LEGENDNEW EQUIPMENTEXISTING EQUIPMENTFUTURE EQUIPMENT3aPSJJTRTRGFCI RECEPTACLEABOVE COUNTER RECEPTACLEFLOOR MOUNTED RECEPTACLEDOUBLE DUPLEX RECEPTACLEREMOTE TEST / RESET (RTR)BELOW-GRADE HANDHOLE / PULLBOX(SEE TYPICAL DETAIL)SPECIAL PURPOSE RECEPTACLEJUNCTION BOX-CEILING / WALLMOUNTEDMECHANICAL THERMOSTATPHOTO SENSORSWITCH (NO MARKING IS SINGLE POLE, 2IS DOUBLE POLE, 3 IS 3-WAY, 4 IS 4-WAY)ELECTRICAL CONNECTION(NON DRAFTED / MODELED ELEMENT)NLANTENNADUCT DETECTOR REMOTEINDICATORDUCT SMOKE DETECTORSMOKE DETECTORHEAT DETECTOR (R = RATE OF RISE,135° = FIXED RATE, MP = MOISTUREAND DUST PROOF, C = COMBINATION)PULL STATIONFIRE ALARM HORN ONLYSTROBE ONLY (NUMBER INDICATESCANDELA RATING)PULL STATION (CHEMICAL)CHEMICAL HORN / STROBEFIRE CHIME / STROBEFIRE HORN / STROBE (NUMBERINDICATES CANDELA RATING)IFSSH1515COMMUNICATION / SECURITY / FIRE PROTECTION SYMBOLSSFEECOTHER ALARM HORN / STROBE(NUMBER INDICATES CANDELA RATING)MAGNETIC DOOR HOLDERFIRE SPRINKLER TAMPER SWITCHFIRE SPRINKLER FLOW SWITCHDRY SYSTEM PRESSURE SWITCH'E' INDICATES EXISTING DEVICE TOREMAINDOOR ACCESS CONTROLLERMAGNETIC DOOR SWITCHSECURITY KEYPADCARD READER (PROXIMITY TYPE)ELECTRIC DOOR STRIKEINTERCOM STATION15VFLDPSEKPSDSCRESADACPFACPFAAPREPVCREQUEST TO EXITPAGING SYSTEM HORNPAGING SYSTEM SPEAKERVOLUME CONTROLFIRE ALARM CONTROL PANELFIRE ALARM REMOTE ANNUNCIATORPANELADMIN NETWORK DATA OUTLET(X) INDICATES JACK QUANTITYSCADA NETWORK DATA OUTLET(X) INDICATES JACK QUANTITYSCADA NETWORK / ADMIN NETWORKDATA OUTLET(X) - SCADA NETWORK JACK QUANTITY(X) - ADMIN NETWORK JACK QUANTITYSECURITY CAMERAWIRELESS ACCESS POINT (WAP)ICDEMOLITION LEGENDITEMS TO BE REMOVEDITEMS TO BE REUSEDI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OFTHE STATE OF MINNESOTA.SIGNATURE:TYPED NAME: MARK RUDAFEBRUARY 17, 2025 LIC. NO. 56733
File: W:\H\Hakanson Anderson\12515-2024-004\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-PRV - Site Plan.dwgPlotted: By: Peter Manfredini Date: Monday, February 17, 2025 File: W:\H\Hakanson Anderson\12515-2024-004\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-PRV - Site Plan.dwg
PROJECT TITLE:PROJECT NO:DATE:ALT. PROJECT NO:SHEET DESIGNATOR:SHEET NO:CLIENT:SHEET TITLE:PREPARED BY:CHECKED BY:APPROVED BY:SYM DATE APPR
STATUS:Certification of Individual Project Design Disciplines AreIncluded On Their Individual Drawings, RespectivelyAdvanced Engineering and Environmental Services, LLC www.ae2s.com
ODEAN AVENUE WATERMAIN & PRESSURE REDUCING VALVEPRV VAULT SITE PLANSCITY OF OTSEGOOTSEGO, MINNESOTA12515-2024-004FEBURARY 2025PRVE101PGMASRMARCONSTRUCTIONGENERAL NOTES1.SEE SHEET E001 FOR GENERAL NOTES.NHROT2E101PRV VAULT ENLARGED ELECTRICAL SITE PLAN12"02'4'6'8'10'ODEAN AVENUE N.E.NHROT1E101PRV VAULT OVERALL SITE PLAN40'040'80'ODEAN AVENUE N.E.77TH STREET N.E.2E1011E102CONSTRUCTION NOTESSINGLE DOOR, SINGLE SIDED STAINLESS STEEL PRVCONTROL PANEL. MOUNT THE FRONT SIDE OF THEPANEL FACING ODEAN AVE. (WEST). SEE ONE-LINEDIAGRAM, SPECS, AND PANEL LAYOUTS FOR DETAILS.CONTRACTOR TO PROVIDE CONCRETE SLAB FOR PRVCONTROL PANEL WITH A 12" OFFSET AROUND THEENTIRE BASE OF THE PANEL. ELECTRICAL SLAB SHALLBE DRILLED AND EPOXIED TO THE EXISTING VAULT SLABWITH #5 REBAR SPACED @ 18" O/C WITH MINIMUM 6"EMBEDMENT EACH. REBAR SHALL EXTEND MIN 5'-0" INTOTHE NEW ELECTRICAL SLAB AND LAP TO THEELECTRICAL SLAB REBAR. PROVIDE EXPANSION JOINTBETWEEN BOTH SLABS. SEE PANEL LAYOUT FORESTIMATED DIMENSIONS AND DETAIL 1/E701 FORADDITIONAL INFORMATION.UTILITY METER SOCKET MOUNTED ON THE BACK OFPRV CONTROL PANEL. METER SOCKET PROVIDED BYCONTRACTOR. METER PROVIDED BY ELECTRICUTILITY.CONTRACTOR TO CONFIRM THE METER SOCKETMEETS UTILITY REQUIREMENTS.MULTIPLE BURIED CONDUITS CAST THROUGH SLAB ANDINSTALLED THROUGH WALL OF PRV VAULT. PROVIDE 5 -2" SCH. 80 PVC CONDUITS.- 1 - 2" POWER (RECEPTACLES)- 1 - 2" DIGITAL (FLOOR FLOOD SWITCH)- 1 - 2" 4-20mA SIGNALS (12" PRV INSTRUMENTS)- 1 - 2" 4-20mA SIGNALS (4" PRV INSTRUMENTS)- 1 - 2" SPARE#6 BARE COPPER STRANDED COPPER GROUNDCONDUCTOR BURIED AT 18" BELOW GRADE.5/8" X 10' COPPER CLAD STEEL GROUND ROD WITH TOPMOUNTED AT MINIMUM OF 18" BELOW GRADE. GROUNDCONDUCTOR SHALL BE ATTACHED TO GROUND RODPER IEEE 837 TYPE COMPRESSION CONNECTION RATEDFOR DIRECT BURIAL (DB). GROUND RODS SHALL BE AMINIMUM OF 10'-0" APART.CONTRACTOR TO PROVIDE MAIN CIRCUIT BREAKER IN ALOCKABLE ENCLOSURE MOUNTED ON THE BACK OF THEPANEL NEXT TO METER SOCKET. SEE ONE-LINEDIAGRAM FOR DETAILS.PROVIDE CABLE AND CONDUIT FROM ELECTRIC UTILITYTRANSFORMER. CONFIRM EXACT ROUTING WITHOWNER, INSTALL DURING WATER MAIN TRENCHINGOPERATIONS AND AVOID EXISTING UNDERGROUNDUTILITIES. THE SCHEDULE 80 PVC CONDUIT SHALL BECAST THROUGH PRV CONTROL PANEL PAD AND LINEDUP WITH THE UTILITY METER SOCKET. SEE ONE-LINEFOR DETAILS.123456788UTILITY TRANSFORMER(EXISTING)48~SEE OVERALL SITE PLANFOR CONTINUATIONAVOIDDISTURBANCEOF LANDSCAPEDAREAPRV CONTROL PANEL27355661I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OFTHE STATE OF MINNESOTA.SIGNATURE:TYPED NAME: MARK RUDAFEBRUARY 17, 2025 LIC. NO. 56733
File: W:\H\Hakanson Anderson\12515-2024-004\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-PRV Plan.dwgPlotted: By: Peter Manfredini Date: Monday, February 17, 2025 File: W:\H\Hakanson Anderson\12515-2024-004\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-PRV Plan.dwg
PROJECT TITLE:PROJECT NO:DATE:ALT. PROJECT NO:SHEET DESIGNATOR:SHEET NO:CLIENT:SHEET TITLE:PREPARED BY:CHECKED BY:APPROVED BY:SYM DATE APPR
STATUS:Certification of Individual Project Design Disciplines AreIncluded On Their Individual Drawings, RespectivelyAdvanced Engineering and Environmental Services, LLC www.ae2s.com
ODEAN AVENUE WATERMAIN & PRESSURE REDUCING VALVEPRV VAULT BELOW GRADE PLANCITY OF OTSEGOOTSEGO, MINNESOTA12515-2024-004FEBURARY 2025PRVE102PGMASRMARCONSTRUCTIONNHROT1E102PRV VAULT BELOW GRADE PLAN12"01'2'3'4'5'GENERAL NOTES1.SEE SHEET E001 FOR GENERAL NOTES.CONSTRUCTION NOTESPROVIDE STAINLESS STEEL NEMA 12 WIREWAY TOTRANSITION FROM BELOW GRADE CONDUITS INTOCONDUITS WITHIN THE VAULT GOING TO EQUIPMENT.PROVIDE CORE DRILL PENETRATION FOR CONDUIT INTOVALVE VAULT. SEAL AROUND CONDUIT TO PROVIDEWATER TIGHT SEAL TO PREVENT GROUND WATER FROMENTERING THE VAULT.PROVIDE FLOOR FLOOD SWITCH AT TOP OF SUMP PIT.SEE SPECIFICATION (40 72 00). MAKE SPLICES ASNEEDED TO MANUFACTURER CABLE. PROVIDE 2-1/C-#14IN 3/4" RMC CONDUIT.PROVIDE SUMP PUMP VIA ALLOWANCE. INSTALL AWEATHERPROOF WHILE IN USE RECEPTACLE AT THETOP OF THE VAULT WALL FOR SUMP PUMP USE.PROVIDE 3-1/C-#10 IN 3/4" RMC CONDUIT WITHIN VAULT.PRESSURE REDUCING VALVE WITH FLOW MONITORINGPACKAGE. ASSOCIATED DATA MODULE SHALL BEREMOTE MOUNTED IN THE CONTROL PANEL. VALVEPROVIDED AND INSTALLED BY GENERAL CONTRACTORAND CIRCUITED BY ELECTRICAL CONTRACTOR.CONTRACTOR TO PROVIDE (1) 1-1/2" RMC CONDUITWITHIN VAULT FOR MANUFACTURER PROVIDED 4-20mALOOP POWER CABLES. CONTRACTOR TO COORDINATEWITH EQUIPMENT VENDOR FOR CABLE LENGTHS, MAKESPLICES AS NEEDED.PROVIDE 3-1/C-#12 FOR WEATHERPROOF WHILE IN USE20A GENERAL USE GFCI RECEPTACLE AT THE TOP OFTHE VAULT WALL. PROVIDE 3/4" RMC CONDUIT WITHINVAULT.PROVIDE DOOR SWITCHES FOR VAULT INTRUSION. SEESPECIFICATION (40 77 00). MAKE SPLICES AS NEEDED TOMANUFACTURER CABLE. PROVIDE 2-1/C-#14 IN 3/4" RMCCONDUIT.1234567SUMP PUMPHATCH ABOVEHATCH ABOVESEE SITE PLAN FORCONTINUATION1234~~~~65~5DSDS77I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OFTHE STATE OF MINNESOTA.SIGNATURE:TYPED NAME: MARK RUDAFEBRUARY 17, 2025 LIC. NO. 56733
PRV PANELWPOWER ONRUNNSFORCELINK 1I/OLINK 2OKSDAllen-BradleyCompactLogixL18ER01234567891011121314150123456789101112131415DC OINPUT24VDCSINKDC OOUTPUT24VDCSOURCEEtherNET/IP1 (FRONT)2 (REAR)!!564123MAINFile: W:\H\Hakanson Anderson\12515-2024-004\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-PRV - Panel Layout.dwgPlotted: By: Peter Manfredini Date: Monday, February 17, 2025 File: W:\H\Hakanson Anderson\12515-2024-004\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-PRV - Panel Layout.dwg
PROJECT TITLE:PROJECT NO:DATE:ALT. PROJECT NO:SHEET DESIGNATOR:SHEET NO:CLIENT:SHEET TITLE:PREPARED BY:CHECKED BY:APPROVED BY:SYM DATE APPR
STATUS:Certification of Individual Project Design Disciplines AreIncluded On Their Individual Drawings, RespectivelyAdvanced Engineering and Environmental Services, LLC www.ae2s.com
ODEAN AVENUE WATERMAIN & PRESSURE REDUCING VALVEPRV CONTROL PANEL LAYOUTCITY OF OTSEGOOTSEGO, MINNESOTA12515-2024-004FEBURARY 2025PRVE601PGMASRMARCONSTRUCTIONGENERAL NOTES1.SEE SHEET E001 FOR GENERAL NOTES.CONTROL PANEL NOTES1.NEMA TYPE 4X, 14 GAUGE STAINLESS STEELENCLOSURE WITH INSULATION, SUB PANEL, ANDLEGS/SKIRTS.2.SINGLE DOOR WITH PADLOCKABLE HANDLE3.APPROXIMATE DIMENSIONS: H: 42", W: 36", D: 16"4.PROVIDE A COMPLETE WORKING SYSTEM WITH ALLASSOCIATED CABLES, CONNECTORS, FASTENERS, ETC.5.PANEL TO BE UL 508A LISTED6.ATTACH BUG SCREENS BEHIND LOUVERED SKIRTS.7.SUB-PANEL LAYOUT IS TO BE USED AS A GENERALLAYOUT. EXACT DIMENSIONS, COMPONENT QUANTITIESAND EXACT LAYOUT TO BE DETERMINED BY THESYSTEMS INTEGRATOR.PARTS LISTMARKDESCRIPTIONWALL MOUNT ENCLOSUREENCLOSURE INSULATIONSUB-PANELINNER DOORLEG KIT/REMOVABLE VENTED SKIRTSWIREWAY W/COVER, SIZED TO FITZINC PLATED, CHROMATED STEEL, 35mm X 7.5mm DIN RAILALLEN BRADLEY PLC (SEE PLC I/O SCHEDULE)ENCLOSURE CONDENSATION HEATERANTENNA LIGHTNING ARRESTORCELLULAR MODEM (PROVIDED BY OWNER)5 PORT ETHERNET SWITCH (UNMANAGED)SURGE PROTECTION/LIGHTNING PROTECTIONCIRCUIT BREAKERS, GENERAL PURPOSE TERMINAL BLOCKS, SCREW CONNECTION,(ASSOCIATED END BARRIERS, END STOPS, SEPARATION PLATES, ETC.)GENERAL PURPOSE BLADE BASE RELAY120VAC/24VDC POWER SUPPLYGROUND BUSS BAR1.5" X 8" BLACK NAMEPLATE WITH WHITE LETTERING (0.5" TEXT)0.75" X 3" BLACK NAMEPLATE WITH WHITE LETTERING (0.25" TEXT)PILOT LIGHT, 30.5mm, PUSH-TO-TEST, LED, LENS COLOR AS NOTEDGFCI RECEPTACLEUNINTERRUPTIBLE POWER SUPPLYUNINTERRUPTIBLE POWER SUPPLY OUTLETOPERATOR INTERFACETEMPERATURE TRANSMITTERENCLOSURE LED LIGHTGENERAL PURPOSE TERMINAL BLOCKS (ASSOCIATED END BARRIERS, END STOPS,SEPARATION PLATES, ETC.), FUSE TERMINALS AND FUSES W/BLOWN FUSE INDICATOR(ANALOG INPUTS - SEE TYPICAL WIRING SCHEMATICS)GENERAL PURPOSE TERMINAL BLOCKS (ASSOCIATED END BARRIERS, END STOPS,SEPARATION PLATES, ETC.).GENERAL PURPOSE TERMINAL BLOCKS (ASSOCIATED END BARRIERS, END STOPS,SEPARATION PLATES, ETC.), FUSE TERMINALS AND FUSES W/BLOWN FUSE INDICATOR(DIGITAL INPUTS - SEE TYPICAL WIRING SCHEMATICS)GENERAL PURPOSE RELAY TERMINAL BLOCKS, SCREW CONNECTION, (ASSOCIATED ENDBARRIERS, END STOPS, SEPARATION PLATES, ETC.) (RELAY OUTPUTS - SEE TYPICALWIRING SCHEMATICS)MOLDED CASE CIRCUIT BREAKERINNER DOOR MOUNTED CIRCUIT BREAKER240V SURGE PROTECTORPHASE MONITOR2 POLE FUSE BLOCKFLOW DATA MODULE123456789101112131415161718192021222324252627282930313233343536ENCLOSURE LAYOUTINNER DOOR LAYOUTBACKPANEL LAYOUT263411819678111612131521231714259222024510293027224"42"36"666666771E601PRV CONTROL PANEL LAYOUT2836323134353335317I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OFTHE STATE OF MINNESOTA.SIGNATURE:TYPED NAME: MARK RUDAFEBRUARY 17, 2025 LIC. NO. 56733
Rack / SlotPointTypeTagnameDescriptionEGU LoEGU HiEGU TagSignal1769-L18ER-BB1BCOMPACTLOGIX 5370 L1 CONTROLLEREMBEDDED I/O0DIODN_200.EA1CONTROL PANEL POWER AVAILABLEALARMNORMAL24VDC1DIODN_200.EA224V CONTROL POWER FAILALARMNORMAL24VDC2DIODN_200.XA120V SPD FAILALARMNORMAL24VDC3DIODN_200.EA3UPS POWER FAILALARMNORMAL24VDC4DIODN_200.EA4UPS POWER AVAILABLEALARMNORMAL24VDC5DIODN_050.LAVAULT FLOODEDALARMNORMAL24VDC6DIODN_900.ZAVAULT INTRUSION24VDC7DIWIRED SPARE24VDC8DIWIRED SPARE24VDC9DIWIRED SPARE24VDC10DIWIRED SPARE24VDC11DIWIRED SPARE24VDC12DIWIRED SPARE24VDC13DIWIRED SPARE24VDC14DIWIRED SPARE24VDC15DIWIRED SPARE24VDCEMBEDDED I/O0DOWIRED SPARE24VDC1DOWIRED SPARE24VDC2DOWIRED SPARE24VDC3DOWIRED SPARE24VDC4DOWIRED SPARE24VDC5DOWIRED SPARE24VDC6DOWIRED SPARE24VDC7DOWIRED SPARE24VDC8DOWIRED SPARE24VDC9DOWIRED SPARE24VDC10DOWIRED SPARE24VDC11DOWIRED SPARE24VDC12DOWIRED SPARE24VDC13DOWIRED SPARE24VDC14DOWIRED SPARE24VDC15DOWIRED SPARE24VDCSLOT 21734-IE4C0AIODN_300.TIPRV PANEL TEMPERATURE-40185°F4-20mA1AIODN_100.FI12" VALVE PRV FLOW0XXGPM4-20mA2AIODN_100.PI112" VALVE WEST ZONE PRESSURE0XXPSI4-20mA3AIODN_100.PI212" VALVE EAST ZONE PRESSURE0XXPSI4-20mASLOT 31734-IE4C0AIODN_100.ZCI12" VALVE POSITION FEEDBACK0100%4-20mA1AIODN_101.FI4" VALVE PRV FLOW0XXGPM4-20mA2AIODN_101.PI14" VALVE WEST ZONE PRESSURE0XXPSI4-20mA3AIODN_101.PI14" VALVE EAST ZONE PRESSURE0XXPSI4-20mASLOT 41734-IE4C0AIODN_101.ZCI4" VALVE POSITION FEEDBACK0100%4-20mA1AIWIRED SPARE4-20mA2AIWIRED SPARE4-20mA3AIWIRED SPARE4-20mAFile: W:\H\Hakanson Anderson\12515-2024-004\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-PRV - Panel Layout.dwgPlotted: By: Peter Manfredini Date: Monday, February 17, 2025 File: W:\H\Hakanson Anderson\12515-2024-004\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-PRV - Panel Layout.dwg
PROJECT TITLE:PROJECT NO:DATE:ALT. PROJECT NO:SHEET DESIGNATOR:SHEET NO:CLIENT:SHEET TITLE:PREPARED BY:CHECKED BY:APPROVED BY:SYM DATE APPR
STATUS:Certification of Individual Project Design Disciplines AreIncluded On Their Individual Drawings, RespectivelyAdvanced Engineering and Environmental Services, LLC www.ae2s.com
ODEAN AVENUE WATERMAIN & PRESSURE REDUCING VALVEPRV CONTROL PANEL PLC IO SCHEDULECITY OF OTSEGOOTSEGO, MINNESOTA12515-2024-004FEBURARY 2025PRVE602PGMASRMARCONSTRUCTIONGENERAL NOTES1.SEE SHEET E001 FOR GENERAL NOTES.1E602PRV CONTROL PANEL PLC IO SCHEDULEI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OFTHE STATE OF MINNESOTA.SIGNATURE:TYPED NAME: MARK RUDAFEBRUARY 17, 2025 LIC. NO. 56733
SPD60A/2P20A/1PSPARECONTROL AND SCADACONSISTING OF PRIMARYPLC, ETHERNET SWITCH,CELLULAR / FIBER, UPS,WITH MISC. CONTROL,RELAYS, INDICATINGLIGHTS, ANDAPPURTENANCES.SEE SPECIFICATIONS.2'' SCH. 80 PVC
(4-20mA SIGNAL)
PRESSURE REDUCING VALVE WITH
FLOW MONITORING PACKAGE
SEE BELOW GRADE PLANFOR CIRCUIT INFORMATIONPRV CONTROL PANEL (NEMA 4X ENCLOSURE)60A, 120/240V, 1Ø, 3W W/GROUND,BRACED 22KA SCCR, MINIMUM (SUSE)20A/1PTO PLC~PHASEMONITORCONTROL
CONTROL PANELLIGHTING20A/1P20A/1PPANELHEATERDISCONNECTSWITCH3-1/C-#6 AND 1-1/C-#6 GROUNDIN (1) 1-1/4'' SCH. 80 PVC60A/3P SUSE 22KAICMAIN PANELCIRCUIT BREAKERIN A LOCKABLENEMA 3R PAINTEDSTEEL ENCLOSURETO GROUNDROD NTO GROUNDROD 3-1/C-#6 AND 1-1/C-#6 GROUNDIN (1) 1-1/4'' SCH. 80 PVCGROUND BUS(1) #6 AWG BARESTRANDED COPPERGROUND CONDUCTORIN 1'' SCH. 80 PVCNEUTRAL TO GROUNDBONDING STRAPUTILITY APPROVEDINLINE UTILITYMETER SOCKET2'' SCH. 80 PVC
(CONTROL)FLOOR FLOOD SWITCH
WIREWAY(SEE SITE PLAN FOR DETAILS)20A/1PRECEPTACLE PROVIDED BYCONTRACTOR(SEE VAULT PLAN FOR DETAILS)PANEL MOUNTEDGFCI RECEPTACLESAND LIGHTSSUMP PUMPPROVIDED BY CITYDOORSWITCH20A/1P20A/1P20A/1PIN VAULT GENERAL USE RECEPTACLE.
(SEE VAULT PLAN FOR DETAILS)BURIED SPARE 2"SCH. 80 PVC CONDUIT2" SCH. 80 PVC2'' SCH. 80 PVC
(4-20mA SIGNAL)
PRESSURE REDUCING VALVE WITH
FLOW MONITORING PACKAGEEXISTINGUTILITYXFMR3-1/C-#6 AND 1-1/C-#6 GROUNDIN (1) 1-1/4'' SCH. 80 PVCFLOW DATAMODULEFLOW DATAMODULEFile: W:\H\Hakanson Anderson\12515-2024-004\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-PRV - One-line Diagram.dwgPlotted: By: Peter Manfredini Date: Monday, February 17, 2025 File: W:\H\Hakanson Anderson\12515-2024-004\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-PRV - One-line Diagram.dwg
PROJECT TITLE:PROJECT NO:DATE:ALT. PROJECT NO:SHEET DESIGNATOR:SHEET NO:CLIENT:SHEET TITLE:PREPARED BY:CHECKED BY:APPROVED BY:SYM DATE APPR
STATUS:Certification of Individual Project Design Disciplines AreIncluded On Their Individual Drawings, RespectivelyAdvanced Engineering and Environmental Services, LLC www.ae2s.com
ODEAN AVENUE WATERMAIN & PRESSURE REDUCING VALVEPRV VAULT MONITORING CONTROL PANELONE-LINE DIAGRAMCITY OF OTSEGOOTSEGO, MINNESOTA12515-2024-004FEBURARY 2025PRVE603PGMASRMARCONSTRUCTIONGENERAL NOTES1.SEE SHEET E001 FOR GENERAL NOTES.1E603PRV MONITORING CONTROL PANEL ONE-LINE DIAGRAMI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OFTHE STATE OF MINNESOTA.SIGNATURE:TYPED NAME: MARK RUDAFEBRUARY 17, 2025 LIC. NO. 56733
L1N1G WR1LNGR2R2R2R2R2 CONTROL PANELCBPANEL LIGHTGFIOUTLETPOWER ONCONTROL POWERAVAILABLEUPS OUTLETUPS BYPASSRELAYSPDFAILUREGFIRECUPS BATTERYBACKUPSPDLINELL1NN14LNG134N24VDC POWER SUPPLY+24VDC-24VDC+-GPLCX/Y/ZX/Y/Z13134N4NX/Y/Z~~~~~~FIELD / AS NOTEDCONTROL PANEL120VAC DIGITALINPUT (DI)ISOLATED RELAYOUTPUT (RO)24VDC POWEREDRELAY OUTPUT (RO)AIX/Y/Z+-134NFIELD / AS NOTEDCONTROL PANELFUSE~~FUSEAIX/Y/Z+-~~AOX/Y/Z+-~~134NOITENET SWITCHCELLULAR MODEM+24VDC+24VDC+24VDC-24VDC-24VDC-24VDCCBCBCBCBCBCBFUSENOTE:·PROVIDE ONE (1) FUSE FOR INPUTS COMINGFROM A COMMON PIECE OF EQUIPMENT·PROVIDE ONE (1) SPARE WIRED FUSE FOR EVERYFOUR (4) SPARE DIGITAL INPUTS AS A MAXIMUM.THOSE SPARE FUSES MUST BE LOCATED NEXTTO EACH OTHER ON A SINGLE INPUT CARDOTHERWISE ANOTHER FUSE SHALL BE PROVIDED.X/Y/Z~~24VDC DIGITALINPUT (DI)FUSETYPICAL PANEL POWER WIRING SCHEMATICSCALE: NONETYPICAL ANALOG WIRING SCHEMATICSCALE: NONETYPICAL DIGITAL WIRING SCHEMATICSCALE: NONECONTROL LABELING REFERENCEXYZEXAMPLE: 1/2/3SLOTRACKCHANNEL123SLOT - 2RACK - 1CHANNEL - 3POWER RAIL LEGENDCALLOUTDESCRIPTIONL1,N1120VAC NON-UPS POWER1,N120VAC UPS POWER3,424VDC UPS POWERCBCBRXX~RXXRXXFile: W:\H\Hakanson Anderson\12515-2024-004\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-Various Wiring Diagrams.dwgPlotted: By: Peter Manfredini Date: Monday, February 17, 2025 File: W:\H\Hakanson Anderson\12515-2024-004\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-Various Wiring Diagrams.dwg
PROJECT TITLE:PROJECT NO:DATE:ALT. PROJECT NO:SHEET DESIGNATOR:SHEET NO:CLIENT:SHEET TITLE:PREPARED BY:CHECKED BY:APPROVED BY:SYM DATE APPR
STATUS:Certification of Individual Project Design Disciplines AreIncluded On Their Individual Drawings, RespectivelyAdvanced Engineering and Environmental Services, LLC www.ae2s.com
ODEAN AVENUE WATERMAIN & PRESSURE REDUCING VALVEVARIOUS WIRING DIAGRAMSCITY OF OTSEGOOTSEGO, MINNESOTA12515-2024-004FEBURARY 2025PRVE604PGMASRMARCONSTRUCTION1E6042E6043E604 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OFTHE STATE OF MINNESOTA.SIGNATURE:TYPED NAME: MARK RUDAFEBRUARY 17, 2025 LIC. NO. 56733
GRADE8''12'' OF COMPACTEDCLASS 5 GRAVEL#3 REBAR AT 9'' O.C.PRV MONITORING PANEL PADSCALE: NONESTRU024NOTE: SEE SHEET E101 FORADDITIONAL REQUIREMENTS.File: W:\H\Hakanson Anderson\12515-2024-004\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-PRV - Various Details.dwgPlotted: By: Peter Manfredini Date: Monday, February 17, 2025 File: W:\H\Hakanson Anderson\12515-2024-004\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-PRV - Various Details.dwg
PROJECT TITLE:PROJECT NO:DATE:ALT. PROJECT NO:SHEET DESIGNATOR:SHEET NO:CLIENT:SHEET TITLE:PREPARED BY:CHECKED BY:APPROVED BY:SYM DATE APPR
STATUS:Certification of Individual Project Design Disciplines AreIncluded On Their Individual Drawings, RespectivelyAdvanced Engineering and Environmental Services, LLC www.ae2s.com
ODEAN AVENUE WATERMAIN & PRESSURE REDUCING VALVEVARIOUS DETAILSCITY OF OTSEGOOTSEGO, MINNESOTA12515-2024-004FEBURARY 2025PRVE701PGMASRMARCONSTRUCTIONGENERAL NOTES1.SEE SHEET E001 FOR GENERAL NOTES.1E701I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OFTHE STATE OF MINNESOTA.SIGNATURE:TYPED NAME: MARK RUDAFEBRUARY 17, 2025 LIC. NO. 56733