3.9 East-West Watermain Connection Project - Plans and Specifications and Ordering Advertisement for Bids
Request for
City Council Action
DEPARTMENT INFORMATION
ORIGINATING DEPARTMENT REQUESTOR: MEETING DATE:
Public Works City Engineer Wagner May 8, 2023
PRESENTER(s) REVIEWED BY: ITEM #:
Consent City Administrator/Finance Director Flaherty 3.9 – East-West Watermain
Connection Project
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.
X 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 is recommending the City Council adopt a resolution approving plans and specifications and
ordering 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 East-West Watermain Connection Project. The project
will entail connecting the City’s east and west watermain systems to increase redundancy of the water
system, improve water quality and water pressure, and be able to fill both west water towers to maximum
capacity.
The Bid Opening is proposed for June 7 with potential award on June 12. Contractors have stated obtaining
pipe and vaults is approximately two months out once the contract is awarded. It would be mid-August at
the earliest that construction would start. The specifications published will note that the Contractor cannot
start work on portions of the project that easements are not yet obtained. The substantial completion for
the project is proposed for November 30, 2023.
The Capital Improvement Plan (CIP) included a budget in the amount of $3,504,134 for this project. The
current Engineer’s Estimate for the total project cost is $3,360,946, which includes booster station quotes of
$330,967, interconnect construction cost estimate of $2,729,711, and design, construction observation, and
contract admin cost of $300,268. The easement total is yet to be determined.
SUPPORTING DOCUMENTS ATTACHED:
• Plans and Specifications (Cover Sheet Only)
o Full plans and specifications are available in the electronic packet on City website.
• Engineer’s Estimate
• Resolution 2023-32
POSSIBLE MOTION
PLEASE WORD MOTION AS YOU WOULD LIKE IT TO APPEAR IN THE MINUTES:
Motion to adopt Resolution 2023-32 Approving Plans and Specifications and Ordering Advertisement for
Bids for the East-West Watermain Connection Project, City Project No. 23-04.
BUDGET INFORMATION
FUNDING: BUDGETED:
Fund 601 – Water Utility
Yes
DRAINAGE& UTILITY
EASEMENTD R A I N A G E U T I L I T YE A S E M E N TDRAINAGE
& UTILITY
EASEMENTAND
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: W:\H\Hakanson Anderson\12515-2022-003\CAD Dwgs\04-Process\Autocad\Plan Sheets\P_Symbols-Abbreviations.dwgPlotted: By: Twila Kemp Date: Friday, April 7, 2023 File: W:\H\Hakanson Anderson\12515-2022-003\CAD Dwgs\04-Process\Autocad\Plan Sheets\P_Symbols-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
EAST-WEST WATERMAIN CONNECTION PROJECT NO. 23-02PROCESS SYMBOLS AND ABBREVIATIONSCITY OF OTSEGOOTSEGO, MINNESOTAPROJECT NUMBER12515-2022-003APRIL 2023GENP001TRKRMNZCONSTRUCTION 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 NOTES02'4'6'8'10'12"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 SCALEOVERFLOW (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)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: NANCY D. ZEIGLERAPRIL 7, 2023 REG. NO. 42823
File: W:\H\Hakanson Anderson\12515-2022-003\CAD Dwgs\04-Process\Autocad\Plan Sheets\P_PRV.dwgPlotted: By: Twila Kemp Date: Friday, April 7, 2023 File: W:\H\Hakanson Anderson\12515-2022-003\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
EAST-WEST WATERMAIN CONNECTION PROJECT NO. 23-02PRV VAULT - PLAN VIEWSCITY OF OTSEGOOTSEGO, MINNESOTAPROJECT NUMBER12515-2022-003APRIL 2023PRVP101TRKRMNZCONSTRUCTION
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.PRESSURE GAUGE. SEE DETAIL 3/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)MANHOLE RUNGS @ 12" ON CENTER1234567891011124'-1"2'-6"5'-0" MIN.46118828" (TYPICAL)1'-1"2233GENERAL 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"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: NANCY D. ZEIGLERAPRIL 7, 2023 REG. NO. 42823
File: W:\H\Hakanson Anderson\12515-2022-003\CAD Dwgs\04-Process\Autocad\Plan Sheets\P_PRV.dwgPlotted: By: Twila Kemp Date: Friday, April 7, 2023 File: W:\H\Hakanson Anderson\12515-2022-003\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
EAST-WEST WATERMAIN CONNECTION PROJECT NO. 23-02PRV VAULT - SECTION VIEWSCITY OF OTSEGOOTSEGO, MINNESOTAPROJECT NUMBER12515-2022-003APRIL 2023PRVP301TRKRMNZCONSTRUCTION
1'-6"7'-6" MINIMUM BURY DEPTH
1'-0"610138112533VERIFY ELEVFINAL GRADEVERIFY ELEV℄ PIPE1'-6"913771VERIFY ELEVFINAL GRADE1P301PRV VAULT SECTION VIEW12"01'2'3'4'5'2P301PRV VAULT SECTION VIEW12"01'2'3'4'5'4111'-0"VERIFY ELEV℄ PIPEFLOW2468131333GENERAL 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 TO 48" BELOW FINISHED GRADE.12345678112233455667788IMPROVEMENTS30" x 30" (CLEAR OPENING) ALUMINUM SINGLE LEAFACCESS HATCH (H20 LOAD RATING)PIPE BOOT (TYPICAL). SEE DETAIL 1/P701.PRESSURE GAUGE. SEE DETAIL 3/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)MANHOLE RUNGS @ 12" ON CENTERPIPE SUPPORT (TYPICAL). SEE DETAIL 2/P701.1234567891011121312I 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: NANCY D. ZEIGLERAPRIL 7, 2023 REG. NO. 42823
File: W:\H\Hakanson Anderson\12515-2022-003\CAD Dwgs\04-Process\Autocad\Plan Sheets\P_Control Vault.dwgPlotted: By: Twila Kemp Date: Friday, April 7, 2023 File: W:\H\Hakanson Anderson\12515-2022-003\CAD Dwgs\04-Process\Autocad\Plan Sheets\P_Control Vault.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
EAST-WEST WATERMAIN CONNECTION PROJECT NO. 23-02CONTROL VAULT - PLAN VIEWSCITY OF OTSEGOOTSEGO, MINNESOTAPROJECT NUMBER12515-2022-003APRIL 2023FCVP101TRKRMNZCONSTRUCTION
3'-6"5'-10"1'-4"12'-0"2'-8"FLOWFLOW2'-0"27611NHROT2P101CONTROL VAULT BELOW GRADE PLAN VIEW12"01'2'3'4'5'1P3012P3011'-11"5'-0"1'-6"4'-0"2'-6"4'-9"2'-6"8" (TYPICAL)1211P3012P301NHROT1P101CONTROL VAULT AT GRADE PLAN VIEW12"01'2'3'4'5'834IMPROVEMENTS60" x 48" (CLEAR OPENING) ALUMINUM DOUBLE LEAFEQUIPMENT HATCH (H20 LOAD RATING)PIPE BOOT (TYPICAL). SEE DETAIL 1/P701.16" MAGNETIC FLOW METER16" FL ELECTRIC ACTUATED MODULATING BUTTERFLYVALVE36" x 36" (CLEAR OPENING) ALUMINUM SINGLE LEAFACCESS HATCH (H20 LOAD RATING)16" FLANGED BUTTERFLY VALVE WITH HANDWHEELOPERATOR16" CHECK VALVE16" MJ BUTTERFLY VALVE. SEE CIVIL DRAWINGS.PRESSURE GAUGEFLANGED COUPLING ADAPTER (VERIFY SIZE)MANHOLE RUNGS @ 12" ON CENTER30" x 30" (CLEAR OPENING) ALUMINUM SINGLE LEAFACCESS HATCH (H20 LOAD RATING)PRESSURE GAUGE AND TRANSDUCER. SEE DETAIL5/P701.12345678910111213FLOW61'-0"5'-0" MIN.5'-0" MIN.99913GENERAL NOTES1.ALL PIPING SHALL BE DUCTILE IRON PIPE UNLESSOTHERWISE NOTED.GENERAL NOTES1.ALL PIPING SHALL BE DUCTILE IRON PIPE UNLESSOTHERWISE NOTED.11222234BOX 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.123452'-5"3'-0"3'-0"1'-2"1010I 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: NANCY D. ZEIGLERAPRIL 7, 2023 REG. NO. 42823
File: W:\H\Hakanson Anderson\12515-2022-003\CAD Dwgs\04-Process\Autocad\Plan Sheets\P_Control Vault.dwgPlotted: By: Twila Kemp Date: Friday, April 7, 2023 File: W:\H\Hakanson Anderson\12515-2022-003\CAD Dwgs\04-Process\Autocad\Plan Sheets\P_Control Vault.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
EAST-WEST WATERMAIN CONNECTION PROJECT NO. 23-02CONTROL VAULT - SECTION VIEWSCITY OF OTSEGOOTSEGO, MINNESOTAPROJECT NUMBER12515-2022-003APRIL 2023FCVP301TRKRMNZCONSTRUCTION
2'-0"7'-6" MINIMUM BURY DEPTH
1'-0"671421VERIFY ELEVFINAL GRADEVERIFY ELEV℄ PIPE2'-0"14412VERIFY ELEVFINAL GRADE1P301CONTROL VAULT SECTION VIEW12"01'2'3'4'5'2P301CONTROL VAULT SECTION VIEW12"01'2'3'4'5'31'-0"VERIFY ELEV℄ PIPEFLOW8267'-6" MINIMUM BURY DEPTH139 99GENERAL 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 TO 48" BELOW FINISHED GRADE.12345678IMPROVEMENTS60" x 48" (CLEAR OPENING) ALUMINUM DOUBLE LEAFEQUIPMENT HATCH (H20 LOAD RATING)PIPE BOOT (TYPICAL). SEE DETAIL 1/P701.16" MAGNETIC FLOW METER16" FL ELECTRIC ACTUATED MODULATING BUTTERFLYVALVE36" x 36" (CLEAR OPENING) ALUMINUM SINGLE LEAFACCESS HATCH (H20 LOAD RATING)16" FLANGED BUTTERFLY VALVE WITH HANDWHEELOPERATOR16" CHECK VALVE16" MJ BUTTERFLY VALVE. SEE CIVIL DRAWINGS.PRESSURE GAUGEFLANGED COUPLING ADAPTER (VERIFY SIZE)MANHOLE RUNGS @ 12" ON CENTER30" x 30" (CLEAR OPENING) ALUMINUM SINGLE LEAFACCESS HATCH (H20 LOAD RATING)PRESSURE GAUGE AND TRANSDUCER. SEE DETAIL5/P701.PIPE SUPPORT (TYPICAL). SEE DETAIL 2/P701.123456789101112131411225223345566777881414I 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: NANCY D. ZEIGLERAPRIL 7, 2023 REG. NO. 42823
CONCRETE STRUCTURE (VERIFY THICKNESS)STAINLESS STEEL EXPANDING SLEEVE(2) STAINLESS STEEL CLAMPSNOTES:VERIFY PIPE SIZEMOLDED RUBBER GASKET BY PRESS-SEALGASKET CORPORATION - MODEL PSX-2 OREQUALOPENING IS TO BE SMALLEST POSSIBLE SIZETO ACCOMMODATE SEAL GASKET AND PIPEMAXIMUM 5° DEFLECTIONINTERIOR OFSTRUCTUREPIPE SEAL GASKET DETAILSCALE: NONEPIPE012VERIFY PIPE SIZESUPPORT PIPE:3" DIAMETER FOR 4"-12" PIPE4" DIAMETER FOR 14"-16" PIPE6" DIAMETER FOR 18"-36" PIPELOWER SUPPORT PLATE:9" DIAMETER OR SQUARE FOR 4"-12" PIPE11" DIAMETER OR SQUARE FOR 14"-16" PIPE13-1/2" DIAMETER OR SQUARE FOR 18"+ PIPE1" MINIMUM NON-SHRINK LEVELING GROUTVERIFY
ADJUSTABLE SADDLE PIPE SUPPORT WHICHCOMPLIES WITH MANUFACTURERSSTANDARDIZATION SOCIETY SP-69 (TYPE 38)PIPE SUPPORT DETAILSCALE: NONEPSUPT0021/2" STAINLESS STEEL BALL VALVEPRESSURE GAUGEPRESSURE GAUGE DETAILSCALE: NONEPPIPE024TAP PIPE FOR 1/2" NPT STAINLESS STEELNIPPLETEE W/PLUG FOR FUTURE SCADA CONNECTIONACCESS HATCH DETAILSCALE: NONE(id num)(VERIFY)ALUMINUM ACCESS HATCHES:48" x 48" (CLEAR OPENING) DOUBLE LEAF FOREQUIPMENT ACCESS HATCH24" x 24" (CLEAR OPENING) SINGLE LEAF MANWAYACCESS HATCH6" WIDE x 1/4" THICK CONTINUOUS ALUMINUMFRAME BOLTED TO UNDERSIDE OF TOP SLAB WITHSTAINLESS STEEL BOLTS AT 12" ON CENTER TOSUPPORT INSULATION PILLOW(2) 3" THICK LAYERS OF POLYSTYRENE INSULATIONPILLOWS WITH STAINLESS STEEL HOOKS AND NYLONROPE PULL (VERIFY SIZE)FINISHED GRADE (VERIFY)PRESSURE GAUGE / TRANSMITTERSCALE: NONEPPIPE0463/4" THREADED PIPE, TYPTAP PIPE OR FITTINGS FOR 3/4" NPT3/4" STAINLESS STEEL BALL VALVE3/4" CROSSPRESSURE TRANSMITTERPRESSURE GAUGENOTE:1. SUPPORT ASSEMBLY TO ELIMINATE VIBRATION.2. ARRANGE ASSEMBLY TO MEET INSTALLATIONREQUIREMENTS.File: W:\H\Hakanson Anderson\12515-2022-003\CAD Dwgs\04-Process\Autocad\Plan Sheets\P_Details.dwgPlotted: By: Twila Kemp Date: Friday, April 7, 2023 File: W:\H\Hakanson Anderson\12515-2022-003\CAD Dwgs\04-Process\Autocad\Plan Sheets\P_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
EAST-WEST WATERMAIN CONNECTION PROJECT NO. 23-02STANDARD DETAILSCITY OF OTSEGOOTSEGO, MINNESOTAPROJECT NUMBER12515-2022-003APRIL 2023SDP701TRKRMNZCONSTRUCTION1P7012P7013P7014P7015P701 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: NANCY D. ZEIGLERAPRIL 7, 2023 REG. NO. 42823
File: W:\H\Hakanson Anderson\12515-2022-003\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-GEN-Symbols and Abbreviations.dwgPlotted: By: Cole Tveit Date: Thursday, April 6, 2023 File: W:\H\Hakanson Anderson\12515-2022-003\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-GEN-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
EAST-WEST WATERMAIN CONNECTION PROJECT NO. 23-02ELECTRICAL SYMBOLS AND ABBREVIATIONSCITY OF OTSEGOOTSEGO, MINNESOTAPROJECT NUMBER12515-2022-003APRIL 2023GENE001CATMARMARCONSTRUCTIONONE-LINE DIAGRAM AND SCHEMATIC SYMBOLSPRESS TO TEST LAMP -LETTER DENOTES COLOROPERATING COIL, LETTER ORNUMBER DENOTES DEVICERTM52MENERGIZED 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 - NUMBERDENOTES RATINGSELECTOR 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.ALL CABLE CONNECTIONS SHALL BE TORQUEDACCORDING TO MANUFACTURER REQUIREMENTS, ULSTANDARD 486A-B, 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.3.COORDINATE THE INSTALLATION OF ALL BELOW-GRADEAND CAST-IN-PLACE CIRCUITRY WITH OTHER TRADES.4.CONTRACTOR SHALL RETURN ALL DISTURBEDSURFACES AND SOILS TO ORIGINAL ORPRE-CONSTRUCTION CONDITION UNLESSSPECIFICALLY INDICATED OTHERWISE.5.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.6.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.7.CORE DRILL EXISTING STRUCTURES AS REQUIRED FORNEW CONDUIT INSTALLATIONS. PATCH AROUNDPENETRATIONS WITH NON-SHRINK GROUT AND PAINTTO MATCH SURROUNDING SURFACES WHEREAPPLICABLE.8.PLUG ALL UNUSED OPENINGS IN PANELS/EQUIPMENTLEFT BY REMOVALS, CUT OFF ALL ABANDONEDCONDUITS FLUSH WITH SURFACES AND FILL WITHNON-SHRINK GROUT9.REFER TO EXISTING ELECTRICAL DRAWINGS FOR SITEPLAN DETAILS/CIRCUITRY.10.SCHEDULE 80 PVC CONDUIT IS ALLOWEDUNDERGROUND FOR NON-VFD AND NON-SIGNALCIRCUITS. TRANSITION TO RIGID STEEL CONDUITBEFORE EXPOSING ABOVE GRADE.11.FIELD CONFIRM CONDUIT ROUTING. DO NOT ROUTECONDUIT ON BUILDING EXTERIOR UNLESS NOTEDOTHERWISE.12.ALL LIGHTING AND RECEPTACLE CIRCUITRYCONDUCTOR QUANTITY AND CONDUIT IS THERESPONSIBILITY OF THE CONTRACTOR. LIGHTINGCIRCUITRY IS TO BE A MINIMUM OF #12AWG COPPER IN3/4'' CONDUIT, QUANTITY AS REQUIRED.13.SEE ARCHITECTURAL, STRUCTURAL, MECHANICAL, ANDPROCESS DRAWINGS FOR EXACT EQUIPMENT, PIPING,AND BUILDING LAYOUTS.14.ALL CONDUCTORS ARE TO BE COPPER.15.PROVIDE AS BUILT DRAWINGS. DRAWINGS SHALL BENEAT AND LEGIBLE.16.COORDINATE ELECTRICAL WORK WITH OTHER TRADES.17.PROVIDE PANEL SCHEDULES FOR ALL NEW AND/ORMODIFIED PANELS. SCHEDULES SHALL BE TYPED.18.ANY ELECTRICAL BOX THAT BECOMES ABANDONEDDURING THE COURSE OF THE PROJECT SHALL HAVE ABLANK COVERPLATE.19.ALL CONDUIT IS TO BE RIGID STEEL WITH CAST 'FS'STYLE BOXES. MAKE FINAL EQUIPMENT CONNECTIONSUSING LIQUID-TIGHT METALLIC FLEX.20.WHERE OTHER ELECTRICAL DEVICES ARE LOCATEDADJACENT TO LIGHT SWITCHES, MOUNT ALL DEVICESAT THE SAME CENTER LINE ELEVATION. WHEREELECTRICAL DEVICES ARE NOT LOCATED ADJACENT TOLIGHT SWITCHES, MOUNT DEVICES AT 48'' A.F.F.,UNLESS NOTED OTHERWISE.21.DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS INFIELD PRIOR TO COMMENCEMENT OF WORK.22.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.23.ALL EMPTY RACEWAY SYSTEMS SHALL HAVE APULLWIRE OR EQUAL AND SHALL BE IDENTIFIED AT ALLJUNCTION, PULL, AND TERMINATION POINTS, USINGPERMANENT METALLIC TAGS. TAG SHALL INDICATEINTENDED USE OF CONDUIT, ORIGINATION, ANDTERMINATION POINTS OF EACH INDIVIDUAL CONDUIT.24.IT IS THE INTENT OF THESE DRAWINGS ANDSPECIFICATIONS TO ESTABLISH A STANDARD OFQUALITY. THE ENGINEER RESERVES THE RIGHT TOAPPROVE METHODS AND MATERIALS NOT REFLECTEDHEREIN.25.CONTRACTOR SHALL VISIT SITE PRIOR TO BID ANDVERIFY THAT CONDITIONS ARE AS INDICATED.CONTRACTOR SHALL INCLUDE IN THEIR BID, COSTSREQUIRED TO MAKE HIS WORK MEET EXISTINGCONDITIONS.26.WORK SHALL BE PERFORMED IN A WORKMANLIKEMANNER TO THE SATISFACTION OF THEARCHITECT/ENGINEER.27.WORK, MATERIALS, AND EQUIPMENT SHALL CONFORMTO THE LATEST EDITIONS OF LOCAL, STATE, ANDNATIONAL CODES AND ORDINANCES.28.VERIFY THAT EXACT LOCATION OF EQUIPMENT TO BEFURNISHED BY OTHERS PRIOR TO ROUGH-IN.29.SYSTEMS SHALL BE TESTED FOR PROPER OPERATION.IF TESTS SHOW THAT WORK IS DEFECTIVE,CONTRACTOR SHALL MAKE CORRECTIONS NECESSARYAT NO COST TO OWNER.30.SYSTEMS SHALL BE COMPLETE, OPERABLE, ANDREADY FOR CONTINUOUS OPERATION. LIGHTS,SWITCHES, RECEPTACLES, MOTORS ETC. SHALL BECONNECTED AND OPERABLE.DEVICE MOUNTED IN FIELDCONTROL CENTER (MCC)DEVICE MOUNTED IN MOTORTHERMAL OVERLOAD TRIP UNITSGROUND CONNECTIONCHASSIS CONNECTIONINDICATING LIGHT - LETTERDENOTES COLOR(P.T.T. = PUSH TO TEST)*GROUND RODLIGHTNING ARRESTORVSCONTROL OR INSTRUMENT SWITCH -LETTERS DENOTES FUNCTIONCURRENT TRANSFORMERPOTENTIAL TRANSFORMER - DRAWOUT TYPE WITH PRIMARY FUSESCONTROL STATIONCSINSTRUMENT - LETTERDENOTES TYPEAMMOTOR CIRCUITPROTECTOR (MCP)MOLDED CASECIRCUIT BREAKERSURGE CAPACITORCONTROL OR POTENTIALTRANSFORMERPOWER FACTOR CAPACITOR WITHFUSING AND INDICATING LIGHTSPUSHBUTTONCONTACT ON, OFFDOUBLE 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, SHADINGDENOTE FACE(S) AND ARROW(S) IFREQUIREDWALL/CEILING MOUNTEDFLUORESCENT/INDUCTION/LED FIXTURE- CAPITAL LETTER DENOTES TYPE,NUMBER DENOTES CIRCUIT, SMALLLETTER DENOTES SWITCH LEG.WALL MOUNTED/CEILING/HUNG LINEARFIXTURES - LETTERS & NUMBERSSIMILAR TO FIXTURES ABOVE.HALF SOLID FIXTURE INDICATESFIXTURE IS ON AN EMERGENCY CIRCUIT.NL = UNSWITCHED LIGHTING CIRCUIT.NUMBER DENOTES DUPLEXCONVENIENCE OUTLET - CIRCUIT,INCHES DENOTE MOUNTING HEIGHT IFOTHER THAN NORMAL, LETTERSSPECIFY OTHER CONDITIONS ie: WP, DP,OR GFI.GFIWP24''A/1dA/1dE/1E/1A/1dA/1DEVICE SYMBOLSMOTORCIRCUITRY - EXPOSED, SURFACEMOUNTEDCIRCUITRY - BELOW GRADE ORFLOORCIRCUITRY - CONCEALED INSTRUCTUREGROUNDPUSHBUTTON 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 CABLECIRCUIT LEGENDLINETYPE LEGENDNEW EQUIPMENTEXISTING EQUIPMENTFUTURE EQUIPMENT3aPSJJTRTRGFCI RECEPTACLE.ABOVE 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-WAYELECTRICAL CONNECTION(NON DRAFTED/MODELED ELEMENT)NLANTENNADUCT DETECTOR REMOTEINDICATORDUCT SMOKE DETECTORSMOKE DETECTORHEAT DETECTOR R=RATE OF RISE,135°=FIXED RATE MP=MOISTUREAND DUST PROOF C=COMBINATIONPULL 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 CANDELARATING.)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)IC
●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●File: W:\H\Hakanson Anderson\12515-2022-003\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-PRV-Site Plan.dwgPlotted: By: Cole Tveit Date: Thursday, April 6, 2023 File: W:\H\Hakanson Anderson\12515-2022-003\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
EAST-WEST WATERMAIN CONNECTION PROJECT NO. 23-02PRV VAULT SITE PLANCITY OF OTSEGOOTSEGO, MINNESOTAPROJECT NUMBER12515-2022-003APRIL 2023PRVE101CATMARMARCONSTRUCTIONNHROT1E101PRV VAULT SITE PLANGENERAL NOTES1.SEE SHEET GEN/E001 FOR GENERAL NOTES.CONSTRUCTION NOTESPRV VAULT MONITORING CONTROL PANEL PROVIDED BYCITY AND INSTALLED BY CONTRACTOR.CONTRACTOR TO PROVIDE CONCRETE PAD SIZED FORPRV CONTROL PANEL. PANEL WILL BE 36" X 12" DEEP.PROVIDE A 12" OFFSET AROUND THE ENTIRE BASE OFTHE PANEL. CONFIRM FINAL SIZE OF PANEL WITH CITYDURING CONSTRUCTION. SEE DETAIL 1/E701 FORADDITIONAL INFORMATION.UTILITY METER SOCKET MOUNTED ON THE BACK OFPRV CONTROL PANEL. METER SOCKET PROVIDED BYCONTRACTOR. METER PROVIDED BY ELECTRIC UTILITY.CONTRACTOR TO CONFIRM THE METER SOCKET MEETSUTILITY REQUIREMENTS.MULTIPLE BURIED CONDUITS CAST THROUGH SLAB ANDINSTALLED THROUGH WALL OF PRV VAULT.PROVIDE 4 - 2" SCH. 80 PVC CONDUITS.- 1 - 2" POWER- 1 - 2" DIGITAL- 1 - 2" ANALOG CIRCUITRY- 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.120/240V ELECTRIC UTILITY SERVICE PROVIDED BYWRIGHT-HENNEPIN ELECTRIC COOPERATIVE.CONTRACTOR TO CONFIRM EXACT ROUTING. PROVIDE1-1/4" SCHEDULE 80 PVC CONDUIT CAST THROUGHCONCRETE PAD AND LINED UP WITH THE UTILITY METERSOCKET.CONTRACTOR TO PROVIDE SERVICE ENTRANCECIRCUIT BREAKER MOUNTED ON THE BACK OF THEPANEL NEXT TO METER SOCKET. SEE ONE-LINEDIAGRAM FOR DETAILS.123456785'05'10'PA
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File: W:\H\Hakanson Anderson\12515-2022-003\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-PRV-Plan.dwgPlotted: By: Cole Tveit Date: Monday, April 24, 2023 File: W:\H\Hakanson Anderson\12515-2022-003\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
EAST-WEST WATERMAIN CONNECTION PROJECT NO. 23-02PRV VAULT FLOOR PLANCITY OF OTSEGOOTSEGO, MINNESOTAPROJECT NUMBER12515-2022-003APRIL 2023PRVE102CATMARMARCONSTRUCTIONGENERAL NOTES1.SEE SHEET GEN/E001 FOR GENERAL NOTES.CONSTRUCTION NOTESPROVIDE 24" X 24" X 6"D STAINLESS STEEL NEMA 4XJUNCTION BOX TO TRANSITION FROM BELOW GRADECONDUITS INTO CONDUITS WITHIN THE VAULT GOINGTO EQUIPMENT.PROVIDE CORE DRILL PENETRATION FOR CONDUIT INTOVALVE VAULT. SEAL AROUND CONDUIT TO PROVIDEWATER TIGHT SEAL TO PREVENT GROUND WATER FROMENTERING THE VAULT.PROVIDE 2-1/C-#14 IN 3/4" RMC CONDUIT FOR FLOORFLOOD SWITCH. MOUNT FLOOR FLOOD SWITCH ABOVESUMP PIT NEAR FLOOR. ROUTE MANUFACTURER CABLEBACK TO JUNCTION BOX AND TRANSITION BACK TOSCADA CONTROL PANEL.SUMP PUMP PROVIDED BY CITY. CONTRACTOR TOINSTALL A WEATHERPROOF WHILE IN USE RECEPTACLEAT THE TOP OF THE VAULT WALL FOR SUMP PUMP USE.PROVIDE 3-1/C-#10 BACK TO PANELBOARD FOR POWER.PROVIDE CONDUIT DRAINAGE TEE. SEE CONDUITDRAINAGE TEE DETAIL.PRESSURE REDUCING VALVE WITH FLOW MONITORINGPACKAGE. VALVE PROVIDED AND INSTALLED BYGENERAL CONTRACTOR AND CIRCUITED BY ELECTRICALCONTRACTOR. CONTRACTOR TO PROVIDE (1) 1-1/2" RMCCONDUIT WITH THE FOLLOWING CIRCUITS:1-1/2"3-1/C-#12 FOR 24VDC POWER4-2/C-#16 SHIELDED TWISTED PAIR FOR ANALOGOUTPUTSPROVIDE 3-1/C-#12 TO A GENERAL USE 20A GFCIRECEPTACLE. RECEPTACLE SHALL HAVE WATER PROOFWHILE IN USE COVER.1234567NHROT1E102PRV VAULT BELOW GRADE PLAN12"01'2'3'4'5'SUMP PUMPHATCH ABOVEHATCH ABOVESEE SITE PLAN FORCONTINUATION152346~~~~7
SPD60A/2P22KAIC20A/1PSPARECONTROL AND SCADACONSISTING OF PRIMARYPLC, ETHERNET SWITCH,CELLULAR / FIBER, UPS,WITH MISC. CONTROL,RELAYS, INDICATINGLIGHTS, ANDAPPURTENANCES.SEE SPECIFICATIONS.2'' SCH. 80 PVC
(24VDC POWER AND SIGNAL)
PRESSURE REDUCING VALVE WITH
FLOW MONITORING PACKAGE
SEE SITE PLAN FORCIRCUIT INFORMATIONFLOW MONITORING CONTROL PANEL (NEMA 4X ENCLOSURE) (PROVIDED BY CITY, INSTALLED BY CONTRACTOR)60A, 120/240V, 1Ø, 3W W/GROUND, BUSSING ORCABLES, BRACED 22KAIC AMPS, MINIMUM (SUSE)20A/1PTO PLC~PHASEMONITORCONTROL~FROM SERVINGELECTRICALUTILITYCONTROL PANELLIGHTING20A/1P20A/1PPANELHEATERDISCONNECTSWITCH3-1/C-#6 AND 1-1/C-#6GROUND 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-#6GROUND 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
JUNCTION BOX(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 PVCFile: W:\H\Hakanson Anderson\12515-2022-003\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-PRV-One-line Diagram.dwgPlotted: By: Cole Tveit Date: Friday, April 7, 2023 File: W:\H\Hakanson Anderson\12515-2022-003\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
EAST-WEST WATERMAIN CONNECTION PROJECT NO. 23-02PRV VAULT ONE-LINE DIAGRAMCITY OF OTSEGOOTSEGO, MINNESOTAPROJECT NUMBER12515-2022-003APRIL 2023PRVE601CATMARMARCONSTRUCTION1E601PRV MONITORING CONTROL PANEL ONE-LINE DIAGRAMGENERAL NOTES1.SEE SHEET GEN/E001 FOR GENERAL NOTES.
●●●●●●●●●●●●File: W:\H\Hakanson Anderson\12515-2022-003\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-FCV-Site Plan.dwgPlotted: By: Cole Tveit Date: Tuesday, April 18, 2023 File: W:\H\Hakanson Anderson\12515-2022-003\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-FCV-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
EAST-WEST WATERMAIN CONNECTION PROJECT NO. 23-02FCV VAULT SITE PLANCITY OF OTSEGOOTSEGO, MINNESOTAPROJECT NUMBER12515-2022-003APRIL 2023FCVE101CATMARMARCONSTRUCTIONNHROT1E101FCV VAULT SITE PLANGENERAL NOTES1.SEE SHEET GEN/E001 FOR GENERAL NOTES.2.TERMINATE CONDUITS INTO EXISTING TERMINALBLOCKS WITHIN THE CONTROL PANEL. CONTROL PANELPROGRAMMING PROVIDED SEPARATELY OUTSIDE OFTHIS CONTRACT.CONSTRUCTION NOTESCONTRACTOR SHALL PROVIDE 4" SCHEDULE 80 PVCBURIED CONDUIT.CUT EXISTING ASPHALT AND PROVIDE PATCH ORDIRECTIONAL BORE TO BURY ACROSS EXISTINGDRIVEWAY IF CONTRACTOR OPEN CUTS PAVEMENT.PATCH SHALL BE CONSTRUCTED PER DETAIL 2 ONSHEET 6. PATCH SHALL BE INCIDENTAL.EXISTING 4" SCHEDULE 80 CONDUIT SECTION THAT ISCAPPED FOR USE THROUGH TOWER SLAB.CONTRACTOR TO CONFIRM EXACT LOCATION.PROVIDE 24" x 24" x 6"D STAINLESS STEEL NEMA 4XJUNCTION BOX FOR TRANSITIONING 4" EXTERIORCONDUIT TO MULTIPLE SMALLER CONDUITS ROUTEDWITHIN THE TOWER INTERIOR.PROVIDE WALL MOUNTED RMC CONDUITS ON THEINTERIOR OF THE WATER TOWER. SUPPORT CONDUITSWITH STEEL STRUT. PROVIDE THE FOLLOWINGCIRCUITS:- 4-2/C-#16 SHIELDED TWISTED PAIR IN 1-1/4" RMCCONDUIT FOR ANALOG 4-20MA SIGNAL TO CONTROLPANEL FROM VAULT.- 6-1/C-#14 IN 3/4" RMC CONDUIT FOR DIGITAL LIMITSWITCHES, PULSED OUTPUT TO CONTROL PANEL FROMVAULT.- 1 - CAT 5E ETHERNET IN 3/4" RMC CONDUIT TOCONTROL PANEL FROM VAULT.TIE CONDUITS INTO EXISTING SCADA CONTROL PANEL.EXISTING 120/240V SQUARE D PANELBOARD. PROVIDE(4) 20 AMP QO TYPE CIRCUIT BREAKERS.NEW CIRCUIT BREAKERS SHALL BE AS FOLLOWS:- 1-20A VAULT SUMP PUMP- 1-20A VAULT ELECTRICALLY ACTUATED VALVE- 1-20A VAULT FLOW METER.- 1-20A GENERAL PURPOSE RECEPTACLE- 1-20A SPARESEE VAULT PLAN FOR CIRCUITS TO PANELBOARD.123456710'010'20'EXISTINGWATER TOWER1E102EXISTING SCADACONTROL PANEL6311245EXISTINGUTILITYMETER7OVERHEADDOOREXISTINGMAN DOOR
File: W:\H\Hakanson Anderson\12515-2022-003\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-FCV-Plan.dwgPlotted: By: Cole Tveit Date: Thursday, April 6, 2023 File: W:\H\Hakanson Anderson\12515-2022-003\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-FCV-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
EAST-WEST WATERMAIN CONNECTION PROJECT NO. 23-02FCV VAULT FLOOR PLANCITY OF OTSEGOOTSEGO, MINNESOTAPROJECT NUMBER12515-2022-003APRIL 2023FCVE102CATMARMARCONSTRUCTIONGENERAL NOTES1.SEE SHEET GEN/E001 FOR GENERAL NOTES.CONSTRUCTION NOTESPROVIDE 24" x 24" x 6"D STAINLESS STEEL NEMA 4XJUNCTION BOX TO TRANSITION FROM BELOW GRADECONDUITS INTO CONDUITS WITHIN THE VAULT GOING TOEQUIPMENT.PROVIDE CORE DRILL PENETRATION FOR CONDUIT INTOVALVE VAULT. SEAL AROUND CONDUIT TO PROVIDEWATER TIGHT SEAL TO PREVENT GROUND WATER FROMENTERING THE VAULT.ELECTRIC VALVE ACTUATOR PROVIDED AND INSTALLEDBY GENERAL CONTRACTOR AND CIRCUITED BY THEELECTRICAL CONTRACTOR. PROVIDE THE FOLLOWINGCIRCUITS TO VALVE ACTUATOR:- 3-1/C-#10 IN 3/4" RMC CONDUIT FOR 120V POWER TOPANELBOARD IN WATER TOWER.- 2-2/C-#16 SHIELDED TWISTED PAIR IN 3/4" RMC CONDUITFOR ANALOG 4-20MA SIGNAL TO CONTROL PANEL.- 6-1/C-#14 IN 3/4" RMC CONDUIT FOR DIGITAL LIMITSWITCHES, PULSED OUTPUT TO CONTROL PANEL.PROVIDE 2-1/C-#14 IN 3/4" RMC CONDUIT FOR FLOORFLOOD SWITCH. MOUNT FLOOR FLOOD SWITCH ABOVESUMP PIT NEAR FLOOR. ROUTE MANUFACTURER CABLEBACK TO JUNCTION BOX AND TRANSITION BACK TOSCADA CONTROL PANEL.FLOW METER FLOW TUBE INSTALLED BY GENERALCONTRACTOR. FLOW METER SHALL BE PROVIDED ANDCIRCUITED BY THE ELECTRICAL CONTRACTOR. PROVIDETHE FOLLOWING CIRCUITS:- 3-1/C-#12 IN 3/4" RMC CONDUIT FOR POWER TOPANELBOARD IN WATER TOWER.- 1-2/C-#16 SHIELDED TWISTED PAIR IN 3/4" RMC CONDUITFOR ANALOG 4-20MA SIGNAL TO CONTROL PANEL.PIPE MOUNTED PRESSURE TRANSDUCER PROVIDED ANDWIRED BY ELECTRICAL CONTRACTOR AND INSTALLED BYGENERAL CONTRACTOR. SEE PROCESS DRAWINGSTANDARD DETAILS FOR PIPE MOUNTING DETAIL.PROVIDE 1-2/C-#16 SHIELDED TWISTED PAIR 4-20MASIGNAL BACK TO CONTROL PANEL.SUMP PUMP PROVIDED BY CITY. CONTRACTOR TOINSTALL A WEATHERPROOF WHILE IN USE RECEPTACLEAT THE TOP OF THE VAULT WALL FOR SUMP PUMP USE.PROVIDE 3-1/C-#10 BACK TO PANELBOARD FOR POWER(OVERSIZED FOR VOLTAGE DROP).PROVIDE SPARE AND (1) SPARE CAT5E ETHERNETBETWEEN JUNCTION BOX AND CONTROL PANEL.PROVIDE CONDUIT DRAINAGE TEE. SEE CONDUITDRAINAGE TEE DETAIL.PROVIDE 3-1/C-#10 (OVERSIZED FOR VOLTAGE DROP) TOA GENERAL USE 20A GFCI RECEPTACLE. RECEPTACLESHALL HAVE WATER PROOF WHILE IN USE COVER.CIRCUIT SHALL GO FROM RECEPTACLE TO PANELBOARDWITHIN WATER TOWER AND BE ON IT'S OWN DEDICATEDCONDUCTORS AND BREAKER.12345678910NHROT1E102FCV VAULT BELOW GRADE PLAN12"01'2'3'4'5'~SEE SITE PLAN FORCONTINUATION28SUMP PUMP35HATCH ABOVEHATCH ABOVEHATCH ABOVE7961410
GRADE8''12'' OF COMPACTEDCLASS 5 GRAVEL#3 REBAR AT 9'' O.C.PRV MONITORING PANEL PADSCALE: NONESTRU0248FCV CONDUIT 'DRAINAGE' TEE DETAILSCALE: NONEUNDERGROUND CONDUIT FROMAN OUTSIDE SOURCEPOSSIBILITY OF MOISTUREBEING PRESENTLEAVE 'DRAINAGE' TEE OPEN-ENDEDTO ALLOW ANY WATER ORMOISTURE TO DRAIN FROM CONDUITCONDUIT SHALL ENTERBOTTOM OF CONTROL PANEL.ANY MOISTURE PRESENTWITHIN THE CONDUIT WILLDRAIN OUT PRIOR TO ENTERINGTHE ELECTRICAL EQUIPMENTALL HORIZONTAL CONDUITRUNS SHALL BE AT A LEVELLOWER THAN THE CONTROLPANEL OR ANY OTHERELECTRICAL EQUIPMENTFile: W:\H\Hakanson Anderson\12515-2022-003\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-SD-Various Details.dwgPlotted: By: Cole Tveit Date: Thursday, April 6, 2023 File: W:\H\Hakanson Anderson\12515-2022-003\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-SD-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
EAST-WEST WATERMAIN CONNECTION PROJECT NO. 23-02VARIOUS DETAILSCITY OF OTSEGOOTSEGO, MINNESOTAPROJECT NUMBER12515-2022-003APRIL 2023SDE701CATMARMARCONSTRUCTION2E7011E701
ESTIMATED
QUANTITY EXTENSION
ESTIMATED
QUANTITY EXTENSION
ESTIMATED
QUANTITY EXTENSION
1 2021.501 MOBILIZATION LUMP SUM $130,000.00 0.75 $97,500 0.12 $15,600 0.13 $16,900 1.00 $130,000
2 2104.502 SALVAGE PIPE APRON EACH $400.00 9 $3,600 9.00 $3,600
3 2104.503 SAWING CONCRETE PAVEMENT - FULL DEPTH LIN FT $6.00 5 $30 24.00 $144 29.00 $174
4 2104.503 SAWING BITUMINOUS PAVEMENT - FULL DEPTH LIN FT $5.00 133.00 $665 133.00 $665
5 2104.503 REMOVE CONCRETE CURB LIN FT $20.00 98.00 $1,960 98.00 $1,960
6 2104.503 SALVAGE CASTING EACH $200.00 1.00 $200 1.00 $200
7 2104.503 SALVAGE CONCRETE PIPE LIN FT $40.00 88 $3,520 88.00 $3,520
8 2104.503 SALVAGE HYDRANT AND 6" GATE VALVE EACH $500.00 1 $500 1.00 $500
9 2104.504 REMOVE CONCRETE PAVEMENT SQ YD $5.00 9 $45 480.00 $2,400 489.00 $2,445
10 2104.504 REMOVE BITUMINOUS PAVEMENT SQ YD $3.00 228.00 $684 228.00 $684
11 2211.509 AGGREGATE BASE CLASS 5 TON $38.00 40 $1,520 119.00 $4,522 159.00 $6,042
12 2232.504 MILL BITUMINOUS SURFACE (1.5")SQ YD $7.00 385.80 $2,701 385.80 $2,701
13 2301.504 CONCRETE PAVEMENT 6"SQ YD $120.00 13.3 $1,596 13.30 $1,596
14 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GALLON $8.00 25.00 $200 25.00 $200
15 2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE (2,C) TON $110.00 37.00 $4,070 37.00 $4,070
16 2360.509 TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,C) TON $700.00 29.00 $20,300 29.00 $20,300
17 2503.603 30" STEEL CASING PIPE (JACKED)LIN FT $106.00 199 $21,094 199.00 $21,094
18 2504.602 CONNECT TO EXISTING WATERMAIN EACH $2,500.00 2 $5,000 2.00 $5,000 2.00 $5,000 6.00 $15,000
19 2504.602 HYDRANT EACH $6,000.00 14 $84,000 14.00 $84,000
20 2504.602 6" GATE VALVE AND BOX EACH $1,900.00 14 $26,600 14.00 $26,600
21 2504.602 12" BUTTERFLY VALVE AND BOX EACH $3,500.00 5 $17,500 5.00 $17,500
22 2504.602 16" BUTTERFLY VALVE AND BOX EACH $5,000.00 5 $25,000 1.00 $5,000 6.00 $30,000
23 2504.603 4" DIP WATERMAIN OPEN CUT LIN FT $60.00 43.00 $2,580 43.00 $2,580
24 2504.603 6" DIP WATERMAIN OPEN CUT LIN FT $70.00 83 $5,810 83.00 $5,810
25 2504.603 12" DIP WATERMAIN OPEN CUT LIN FT $90.00 164.00 $14,760 164.00 $14,760
26 2504.603 12" WATERMAIN OPEN CUT LIN FT $87.00 3230 $281,010 3230.00 $281,010
27 2504.603 12" WATERMAIN DIRECTIONAL DRILL LIN FT $120.00 3260 $391,200 3260.00 $391,200
28 2504.603 16" DIP WATERMAIN OPEN CUT LIN FT $100.00 44.00 $4,400 44.00 $4,400
29 2504.603 16" WATERMAIN OPEN CUT LIN FT $125.00 3436 $429,500 3436.00 $429,500
30 2504.603 16" WATERMAIN DIRCTIONAL DRILL LIN FT $150.00 2922 $438,300 2922.00 $438,300
31 2504.603 16" WATERMAIN CARRIER PIPE LIN FT $100.00 204 $20,400 204.00 $20,400
32 2504.603 PRESSURE REDUCING VALVE LUMP SUM $240,000.00 1 $240,000 1.00 $240,000
33 2504.603 TOWER FILL CONTROL VALVE LUMP SUM $320,000.00 1 $320,000 1.00 $320,000
34 2504.604 4" POLYSTYRENE INSULATION SQ YD $40.00 7.2 $288 7.20 $288
35 2504.608 DUCTILE IRON FITTINGS POUND $5.43 6579 $35,724 1188.00 $6,451 1490.00 $8,091 9257.00 $50,266
36 2506.502 INSTALL CASTING EACH $200.00 1.00 $200 1.00 $200
37 2511.507 RANDOM RIPRAP CLASS III CU YD $155.00 25 $3,875 25.00 $3,875
38 2521.518 4" CONCRETE WALK SQ FT $7.00 335.00 $2,345 335.00 $2,345
39 2521.518 6" CONCRETE WALK SQ FT $10.00 125.00 $1,250 125.00 $1,250
40 2531.503 CONCRETE CURB AND GUTTER DESIGN SPECIAL LIN FT $30.00 98.00 $2,940 98.00 $2,940
41 2533.503 PORTABLE PRECAST CONCRETE BARRIER DESIGN 8337 LIN FT $50.00 50.00 $2,500 50.00 $2,500
42 2563.601 TRAFFIC CONTROL SUPERVISOR LUMP SUM $5,000.00 0.75 $3,750 0.12 $600 0.13 $650 1.00 $5,000
43 2563.601 TRAFFIC CONTROL LUMP SUM $35,000.00 0.75 $26,250 0.12 $4,200 0.13 $4,550 1.00 $35,000
44 2573.501 STABILIZED CONSTRUCTION EXIT LUMP SUM $1,500.00 1.00 $1,500 1.00 $1,500 2.00 $3,000
45 2573.501 EROSION CONTROL SUPERVISOR LUMP SUM $4,500.00 0.75 $3,375 0.12 $540 0.13 $585 1.00 $4,500
46 2573.502 EROSION CONTROL INLET PROTECTION EACH $250.00 4.00 $1,000 4.00 $1,000
47 2573.503 SILT FENCE TYPE; MS LIN FT $3.00 7000 $21,000 119.00 $357 100.00 $300 7219.00 $21,657
48 2574.508 FERTILIZER TYPE 1 POUND $2.00 1551 $3,102 99.00 $198 66.00 $132 1716.00 $3,432
49 2575.504 ROLLED EROSION PREVENTION CATEGORY 25 SQ YD $2.25 25623 $57,652 1597.00 $3,593 1065.00 $2,396 28285.00 $63,641
50 2575.505 SEEDING ACRE $600.00 4.7 $2,820 0.30 $180 0.20 $120 5.20 $3,120
51 2575.508 SEED, MIXTURE 25-121 POUND $7.00 631 $4,417 40.00 $280 27.00 $189 698.00 $4,886
$2,729,711
TOTAL
ESTIMATED
QUANTITY
ENGINEER'S ESTIMATE
EAST-WEST WATERMAIN CONNECTION PROJECT
CITY OF OTSEGO
TOTAL
ESTIMATED
COST
ITEM
NO.
SPEC.
REF.DESCRIPTION UNIT
UNIT
COST
WATERMAIN TRUNK PRV SITE TOWER FCV SITE
K:\MUNICIPAL\OT538\EXCEL\OT538_Schedules 5-3-2023
1 of 1
1
CITY OF OTSEGO
COUNTY OF WRIGHT
STATE OF MINNESOTA
RESOLUTION NO: 2023-32
APPROVING PLANS AND SPECIFICATIONS AND
ORDERING ADVERTISEMENT FOR BIDS
WHEREAS, Hakanson Anderson Associates, Inc. has prepared plans and specifications for the East-West
Watermain Connection Project; and
WHEREAS, the plans and specifications have been presented to the City Council for approval.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF OTSEGO, MINNESOTA THAT:
1. Such plans and specifications, a copy of which is attached hereto and made a part hereof, are hereby
approved.
2. The City Clerk shall prepare and cause to be published on the City website and QuestCDN an
advertisement for bids upon the making of such improvement under such approved plans and
specifications. The advertisement shall be published for 21 days, shall specify the work to be done,
shall state the bids will be received by Hakanson Anderson Associates, Inc. until 2:00 PM on June 7,
2023, at which time they will be publicly opened by the Finance Director and Hakanson Anderson
Associates, Inc., will then be tabulated, and will be considered by the City Council at 7:00 PM on June
12, 2023 in the Council Chambers (8899 Nashua Avenue NE). Any bidder whose responsibility is
questioned during consideration of the bid will be given an opportunity to address the City Council
on the issue of responsibility. No bids will be considered unless sealed and filed with the City Clerk
and accompanied by a cash deposit, cashier’s check, bid bond or certified check payable to the City
Clerk for five percent of the amount of such bid.
2
ADOPTED by the City Council of the City of Otsego this 8th day of May, 2023.
MOTION BY:
SECONDED BY:
IN FAVOR:
OPPOSED:
CITY OF OTSEGO
__________________________________
Jessica L. Stockamp, Mayor
ATTEST:
__________________________________
Audra Etzel, City Clerk