Modification To Language In Specification (stricken .
ADDENDUM NO. 3Project:City of Whitefish Wastewater Treatment Plant Improvements Project - 2019Owner:City of Whitefish418 E. 2nd Street,Whitefish, MT 59937-0158Engineer: Anderson-Montgomery Consulting Engineers1064 N. WarrenHelena, MT 59601Date of Addendum: October 23, 2019Bid Opening Date: November 19, 2109 at 2:00 p.m. (per Addendum #3)The following corrections, clarifications, and/or alterations to the specifications for the project areas such a part and parcel of said plans and specifications as if included therein.TECHNICAL SPECIFICATIONS:Modification to Language in Specification (stricken language removed, boldunderline language inserted):1. Division 0, Section 00 11 16, Page 1:Separate sealed bids for construction of the Whitefish Wastewater Treatment PlantImprovements Project 2019 will be received by the City of Whitefish, Attn: CraigWorkman, P.E., Director of Public Works, 418 E. 2nd Street, Whitefish, MT 599370158 until 2:00 p.m. local time on Tuesday, October 29 November 5 November 19,2019, and then publicly opened and read aloud.Contractors are cautioned that this bid date will not be extended further.2. Division 0, Section 00 45 13 – Bidder Qualifications Form C-451Foundation Stabilization Subcontractor is hereby added to the list. Contractors shallwrite in the name of their Foundation Stabilization specialty subcontractor below“OTHERS (PLEASE SPECIFY)”.3. Division 0, Section 00 95 10 – Special Provisions 26 and 49SP26 – Plan of Operation: item l: De-commissioning of the existing flocculating clarifierand Cells #2 and #3 #1 and #2SP49 – Plant Decommissioning: Upon completion and successful startup of the newtreatment facilities it will be necessary for the contractor to remove the remainingwastewater effluent in Treatment Cells 2 & 3 1 & 2 by pumping .4. Division 8, Section 08 33 36 – Overhead Coiling Service DoorWhitefish WWTP Improvements - Addendum #3Page 1
2.02 – Wayne Dalton Model 800ADV is an acceptable alternate to the door specified.All other provisions of this specification are in full effect.5. Division 9, Section 09 90 02 – High-Performance Painting & Coating3.07.C – System No. 1: Sherwin-Williams (SW) Hi-Solids Polyurethane, 3-5 mils DFTalso acceptable as topcoat3.07.C – System No. 1: SW product for primer coat shall be Macropoxy 646 55003.07.C – System No. 1: SW product for topcoat shall be Macropoxy 646 Acrolon Ultra3.07.K – System No. 9: Tnemec product for primer and topcoat shall be Series 6 10263.07.M – System No. 11: SW product for primer coat shall be Core-Cote FRE DuraPlate 2300 Water Based Epoxy Resurfacer, 60-120 DFT3.07M – System No. 11: SW product for topcoat shall be Core-Cote SC SW DuraPlate 6000 Reinforced Epoxy, 60-80 DFT.3.07.O – System No. 13: SW product for primer coat shall be Corobond 300 resurfacerDura-Plate 2300 Water Based Epoxy Resurfacer3.07.O – System No. 13: General Polymers 3741 Novo-Flo Epoxy is acceptable astopcoat.6. Division 31, Section 31 66 00 – Special Foundations3.01 SITE VISITA. Site visits are necessary in order to be aware of conditions at the work site.1. Pre Bid Site Visit: Prior to submitting a bid price for the rigid inclusionprogram, the RI Contractor shall visit the site during the project prebidmeeting to identify readily visible conditions in order to account for them inthe bid.7. Division 32 – Section 32 32 16 – Redi-Rock Retaining Wall2.01.MPreapproved Manufacturers. Add the following:2. Manufacturers of ReCon Precast Modular Block Retaining Wall units: ReConWall Systems, Inc. 7600 West 27th St. St. Louis Park, MN 55426.8. Division 40, Section 40 27 00 – Process Piping2.06.A – All high density polyethylene pipe shall be DR 11 17 unless specifiedotherwise, conforming to ANSI D-22392.06.B – All HDPE pipe to have standard ductile iron pipe size (DIPS) IPS dimensions.Whitefish WWTP Improvements - Addendum #3Page 2
9. Division 46, Section 46 66 56 – UV Disinfection System, Section 1.04 - Page 1:Trojan has been pre-approved to supply its TrojanUVSigna disinfection equipment asan alternate under Section 46 66 56. All pre-qualification measures have been satisfiedand all other portions of this specification remain in full effect.PROJECT DRAWINGS:1. Sheet C1-1The 3" HDPE NPW pipe shall be encased in flowable fill where installed within 10'horizontal of the existing potable water pipe. Revised Sheet C1-1 is attached.2. Sheet C6-3:The 21" SDR26 PVC TDW pipe identified is herein changed to 21" PS115 PVC.Revised Sheet C6-3 is attached.3. Sheet C6-4:The 21" SDR26 PVC TDW pipe identified is herein changed to 21" PS115 PVC. Also,the 14" HDPE is DR 17. Revised Sheet C6-4 is attached.4. Sheet C7-12 and C7-15 Clarification:Sheet C7-12 indicates the supernatant pipe and VFA pipe are ductile iron whereasSheet C7-15 indicates these pipes are SDR26 PVC. Both of these pipes are SDR26PVC that will transition to ductile iron outside of the Biosolids Basin penetration (seeDetail 1 on Sheet C7-3) and 2' outside of the Biosolids Basin Level Control Structure(similar to Section B on Sheet M7-4, see notes 6 and 7).5. Sheet A7-0Overhead door 203e identified in the Door Schedule for Grit Building is herebyeliminated.6. Sheet A8-1Details 1, 2, 3 and 4: Change all images of the wall-mounted toilets to floor-mountedtoilets. Floor-mounted toilets comport with the mechanical drawings.Room Finish Schedule: All bases, ceilings and walls in the: Electrical; U/V; Blower;Pump; Grit Wash and Grit Building Work Area shall be sealed concrete in accordancewith Specification Section 09 90 00 – 2.07 and 2.08.A revised Sheet A8-1 is attached.7. Sheet S2-2The Foundation Plan Notes are revised as per SKS-5 attached.8. Sheet S3-15 – Detail 5: 20" HDPE Pipe Support:Whitefish WWTP Improvements - Addendum #3Page 3
This detail is replaced by that shown on attached Sheet SKS-3 – Pipe Support9. Sheet S4-2The Foundation Plan Notes are revised as per SKS-6 attached.10. Sheet S4-6 – Roof Drains and HVAC Openings in MPB Roof Framing Plan:The roof drain penetrations and HVAC openings immediately east of Section “D” aremodified according to attached Sheet SKS-2 – Revisions to Main Process BuildingRoof Framing Plan11. Sheet S4-12 – Detail 2:This detail is replace by that shown on attached Sheet SKS4 – Typical Grade Beam toRigid Inclusion Connection12. Sheet S5-2 – Detail 1Detail 1 on Sheet S5-2 is revised as per SKS-7 attached.13. Sheet S6-1 – Detail 1Detail 1 on Sheet S6-1 is revised as per SKS-8 attached.14. Sheet S9-4 – Detail 3: New Opening in Basement Wall of Adm. Bldg.The new opening into the crawlspace under the new conference room (currentlyoccupied by the two alum tanks) will be relocated from the south wall to the north endof the west wall. Attached Sheet SKS-1 defines the new location for the crawl spaceaccess.15. Sheet M3-1 – Reactor Basins Mechanical Plan:Corrections and updates have been made to this sheet: reactor basin numbering; andDrain Sump callouts. The revised Sheet M3-1 is attached.16. Sheet M3-2 – Reactor Basin Sections:20" HDPE PIPE SUPPORT(TYP OF 8)5 .S3-1517. Sheet M3-7 – Section B: The 8" PVC Influent Header vent is mis-identified as 4".The 6" HDPE Influent Lateral is herein changed to 6" PVC.18. Sheet M3-8 – Section C: The 8" PVC Influent Header vent is mis-identified as 4".The 6" HDPE Influent Lateral is herein changed to 6" PVC.19. Sheet M3-16 – Detail 4 – Aeration Header ConnectionWhitefish WWTP Improvements - Addendum #3Page 4
The 8" Sch. 10 SS 90 Bend (Welded – FL) is shown in black. It should be shown inblue as these are supplied by AASI in their equipment package.20. Sheet M5-5 – Section AThe Disconnect/Junction Box (Typ. Of 3) called out for the SBB’s and WLC Basin areidentified in Detail 1, Sheet M3-3521. Sheet E0-5See revisions made to Detail 3 - Main Lift Station PLC Control One-Line Diagram.Revised Sheet E0-5 attached.22. Sheet E0-11See revisions made to Electrical Site Plan. Revised Sheet E0-11 attached. Note theutility provider (not the Contractor) will be responsible for relocating all high-voltageline to the existing transformer south of the existing clarifier.GENERAL INFORMATION, CLARIFICATIONS and BIDDER QUESTIONS: The area west of the treatment facility can be utilized as a laydown yard provided it isreasonably well maintained, secured from the public and properly restored after theproject is complete. See attached figure AD3-1. Some onsite materials may be available to the contractor as imported embankment forconstruction of the Biosolids Basin dike as well as the westerly access road. Suitabilityof this material has not been established. See attached figure AD3-1 for what onsitematerials the Contractor may utilize if suitable for embankment. To provide some insight into groundwater characteristics within the footprint of the newreactor basins, the bottom of excavation for the old clarifier (directly north of the existingAdministration Building was surveyed. The elevation was determined to be 3017.06. Sheet M3-31 – Detail 1: It is important to emphasize that the Filtrax Control Units aresupplied by AASI but the NEMA 4X heated enclosures are supplied by the Contractor.This is pointed out on Sheet M3-31 but not on Electrical Drawing Sheet E3-2. Geopier Northwest (800 W. Main Street, Boise, ID 83702 – 208-559-1578) has beenpre-approved as a Pier Installation Company under Section 31 66 00-1.05 of the projectspecifications. Malcolm Drilling (791 S. Gladiola Street, Salt Lake City, UT 84104 – 801-972-1126) hasbeen pre-approved as a Pier Installation Company under Section 31 66 00-1.05 of theproject specifications. The City’s hydraulic model suggests that the fire hydrant at the wastewater plant will flowbetween 850 and 900 gpm, depending upon demand within the City. Contractors areadvised to test the hydrant if more precise flow is needed. Air hose reels called out on Sheets M2-27 and M4-27 shall be the Reelcraft Model7850 OLP with 50' of ½" hose and hose stop, or approved equal. 480V power conductors for valve actuators will be allowed in the cable trays provided allWhitefish WWTP Improvements - Addendum #3Page 5
are adequately shielded. 480V feeders and motor loads must be placed in conduit. Fire extinguishers in accordance with Specification Section 10 44 16 shall be providedand located as follows:o Grit Building: Wash Room (1); Work Room (1)o Main Process Building: Pump Room (1); Blower Room (1); UV (1);Electrical Room (1)o Administration Building: Control Room (1); Lab (1); Work Room (1);Kitchen (1) Duo-Gard Translucent Wall Systems Series 3500 are approved substitutions underSpecification Section 08 45 00 – 2.01 Rigid Inclusion Contractor (Malcolm Drilling, Inc.) Questions and Engineer’s Responsesdated 10/22/19 are attached.ATTACHMENTS: Sheet C1-1 - Revised Sheet C6-3 - Revised Sheet C6-4 – Revised Sheet A8-1 - Revised SKS-3 – Sheet S3-15 Detail 5 – Pipe Support SKS-2 – Sheet S4-6 – Roof Drain and HVAC SKS-1 - Revision to Admin. Bldg. Foundation Plan and Detail 3. SKS-4 – Revision to Sheet S4-12 SKS-5 – Revision to Sheet S2-2 SKS-6 – Revision to Sheet S4-2 SKS-7 – Revision to Sheet S5-2M3-1 contains proprietary SKS-8 – Revision to Sheet S6-1information -not included Sheet M3-1 – Revision to Reactor Basin Mechanical Plan in website version of Sheet E0-5 – RevisedAddendum #3. Sheet E0-11 - Revised Figure AD3-1 – Potential onsite borrow materials and laydown yard. Malcolm Questions and Engineer’s ResponsesPlease Remember To Note Receipt Of This Addendum On The Bid Form. Failure To Do So WillResult In Disqualification.Issued By:ANDERSON-MONTGOMERY, 1064 N. WARREN, HELENA, MT 59601,Paul Montgomery, P.E., Project ManagerOffice: (406)-449-3303, Fax (406)-449-3304Paul@a-mce.comEND OF ADDENDUM NO. 3Whitefish WWTP Improvements - Addendum #3Page 6
19SAAdd #210-10-19 SAAdd #310-16-19 SARevisionAddendum #2Plot Scale1:2Drawn ByA.Eckhart, P.E.Drawn ByG.LesofskiDrawn ByA.Wargo, P.E.STMH-1Approved BySTMH-2S.Anderson, P.E.Checked ByP.Montgomery, P.E.Checked ByB.Koenig, P.E.Designed ByS.Anderson, P.E.Engineer1064 N. WarrenHelena, Mt 59601TREATED WATER OUTFALL PLAN AND PROFILECONFIDENTIALSUBJECT TO NONDISCLOSUREAGREEMENTOwnerCity ofWhitefish,MontanaProject TitleWhitefishWWTPImprovementsProjectSheet TitleTreatedWaterOutfallPlanAndProfileSheetC6-3
19SAAdd #210-10-19 SAAdd #310-16-19 SARevisionAddendum #2Plot Scale1:2Drawn ByA.Eckhart, P.E.Drawn ByG.LesofskiDrawn ByA.Wargo, P.E.Approved ByS.Anderson, P.E.Checked ByP.Montgomery, P.E.Checked ByB.Koenig, P.E.Designed ByS.Anderson, P.E.STMH-4EngineerSTMH-31064 N. WarrenHelena, Mt 59601TREATED WATER OUTFALL PLAN AND PROFILECONFIDENTIALSUBJECT TO NONDISCLOSUREAGREEMENTOwnerCity ofWhitefish,MontanaProject TitleWhitefishWWTPImprovementsProjectSheet TitleTreatedWaterOutfallPlanAndProfileSheetC6-4
ROOM FINISH SCHEDULERoom #Room NameFloor FinishADMIN. BLDG101GARAGEGWB, PAINTPROVIDE BLOCKING FOR MONITORS;COORDINATE W/ CLIENTLAB ISLAND1/4" 1'-0"CMU, PAINTTOILET2' - 6"FUME HOOD; SHOWNAS TRANSPARENTFOR CLARITYDRINKING FNT.36" TO SPOUT105aBASE5' - 11"1' - 3"202U/V203BLOWERROOMTOILET204205PUMP ROOMGRIT SLAB301GRIT WASH302WORK AREA303TOILET3' - 0"BACKSPLASHELECTRICALCMU, PAINT3' - 0 1/8"SUPPORTBRACKET,AS REQ'D3' - 3"2' - 6"3' - 3"3' - 3"North WallWall FinishesEast WallSouth NT-1PNT-1PNT-2PNT-1PNT-1RB-1PNT-1PNT-2 / FRPPNT-2 / RING3' - PNT-1PNT-2 / FRPPNT-1PNT-2 / FRPPNT-1PNT-1PNT-2 & FRP APPLIED OVER ALL RED/PINKGLAZED BLOCK; PAINT STAIRWELL PNT-1PNT-2 / FRP PNT-2 / FRP PNT -2 & FRP APPLIED OVER ALL RED/PINKGLAZED BLOCKSD9-5-19 SD9-27-19 SDFinalADD#3 10-22-19 EDCONCGWB -2 / FRPSEALEDCONCSEALEDCONCSEALEDCONCPNT-2 / FRPSEALEDCONCSEALEDCONCSEALEDCONCSEALEDCONCGWB @10'-0"SEALEDCONCSEALEDCONCPNT-2 / FRPSEALEDCONCSEALEDCONCPNT-2 / FRP1:2Drawn ByS. Dean, ArchitectDrawn ByB. Jackson, PDChecked ByS. Dean, EALEDSEALEDCONCCONCSEALEDPNT-2 / FRP PNT-2 & FRP APPLIED TO INT & EXT FACESCONC / FRPOF TOILET RM WALLSSEALEDSEALED3CONCCONCDesigned ByS. Dean, ArchitectDesigned ByB. Jackson, PDProject D3CONCCONCSEALEDPNT-2 / FRP PNT-2 & FRP APPLIED TO INT & EXT FACESCONC / FRPOF TOILET RM WALLS1064 N. WarrenHelena, Mt 59601(E) ELEC PANEL;TO REMAINCMU, PAINT1' - 6"(N) WHITE BOARD107a3' - 0"3' - 0"1' - 6"CMU, PAINT2' - 6"2' - 6"INFILL WALLAS REQ'D3' - 0"OPEN SHELVESBACK TO WALL3' - 3"FINISHED END PANELFUMEHOODBSPROVIDE FINISHED END PANEL ON ALL EXPOSED CABINET FACES.PROVIDE LEVEL 4 FINISH AT ALL NEW PAINTED DRYWALL LOCATIONSCONFIDENTIALCONFIDENTIALSUBJECT TO NONSUBJECTNONDISCLOSUREAGREEMENTAGREEMENTROOM FINISH LEGEND1' - 8" 1' - 9"?2' - 6"1' - 6"3' - 0"By8-9-19ROOM FINISH NOTESCMU, PAINTBACKSPLASHOPENDateDraftPlot ScaleLAB 107 - S1/4" 1'-0"NO UPPERS ATCORNER1' - 9"BASECONCCONCRETEFRPFIBER REINFORCED PANELGWBGYPSUM WALL BOARDPNT-1WHITE PAINTSHERWIN-WILLIAMS XXXXPNT-2ACCENT PAINTSHERWIN-WILLIAMS XXXXPNT-3DOOR FRAME PAINTSHERWIN-WILLIAMS XXXXRB-1RUBBER BASELEVEL 4 FINISHPAINTEDOwnerCity ofWhitefish,MontanaProject Title1' - 9"3' - 3"1' - 9"3' - 3"3' - 10"1' - 9"OPEN SHELVES9A8-1BASE(N) EYE-WASH,SEE MECH.8A8-1LAB 107 - W1/4" 1'-0"3' - 3"LAB 107 - E1/4" 1'-0"NOTE:ADJUSTABLESHELVING AT ALLCABINETSFINISHED END PANEL3' - 5"FINISHED END PANEL3' - 3"WhitefishWWTPImprovementsProjectFINISHED END PANELOPEN SHELVES7A8-1LAB 107 - N1/4" 1'-0"Sheet Title2' - 0"CMU, PAINT2' - 6"2' - 6"GWB, PAINTCMU, PAINTFRP2' - 6"KITCHEN 106 - S1/4" 1'-0"2' - 0"2' - 6"5A8-1KITCHEN 106 - N1/4" 1'-0"NOTE:PROVIDE ADJUSTABLE SHELVESAT ALL CABINETS1' - 6"RB-1331' - 6"RB-11' - 6"RB-1(MIN)4A8-1TOILET 303 - W1/4" 1'-0"3A8-1TOILET 303 - S1/4" 1'-0"2A8-1TOILET 204 - W1/4" 1'-0"1' - 8"NOTE:SOAP AND PAPER TOWELBY OWNER8' - 0" (FRP)1' - 6"10' - 0"3' - 4"31' - 0" 2' - 0"GRAB BARS. SEE 2 / A8-1FOR MOUNTINGLOCATIONSGRAB BARS2' - 10"BASE24"X36"MIRRORGRAB BARS3' - 3"24"X36"MIRROR38' - 0" (FRP)RANGE BY OWNER, PROVIDE GAS ORPOWER AND INSTALLATION. COORDINATEWITH OWNER.FRP3' - 4" (MIN.)106a3' - 4" (MIN.)1' - 6"8' - 0" (FRP)FRP3' - 0"3' - 0"BASE AT WALLBACKSPLASHRANGE HOOD, SEE MECH.GRAB BARS. SEE2 / A8-1 FORMOUNTINGLOCATIONSFRPFRP3FRP2' - 6"2' - 6"1' - 6"BACKSPLASHFRIDGE BY OWNER, CONTRACTORINSTALL. PROVIDE WATER AND POWER.6A8-1CONC, PAINTFRPFRP2' - 6"GWB, PAINTCONC, PAINT3' - 6"1' - 0"RB-11A8-1TOILET 204 - S1/4" 1'-0"3InteriorSchedule &Elevations10' - 0"2' - 6 3/4"8' - 0" (FRP)2' - 6"2' - 10"2' - 0"8' - 0"Q:\ Jobs19\05 Whitefish WWTP\7 CA\Drawings\Revit\Whitefish WWTP - CA.rvt(E) CMU.PAINTRevisionRevisionPNT-2 / FRP PNT-2 / FRPFRP OVER (E) GLAZEDBLOCKS3' - 3"NO FINISH WORK (EXCEPT PAINT DOORSPNT-3)PATCH WALLS AND CEILING AS REQ'DFLOOR PREP FOR NEW FLOORING; PNT-2APPLIED TO EXT FACE OF OFFICE WALLSFLOOR PREP FOR NEW FLOORING-1.2.3' - 6"CommentsFILLERCONTROL ROOM 104 - E1/4" 1'-0"3' - 3"West Wall3SBR SLAB201FRPOPEN SHELVESCMU, PAINT2' - 0"CONTROL ROOM 104 - W1/4" 1'-0"GWB, PAINT3' - 0"2' - 6"11A8-11081' - 3"2' - 6"2' - 6"SHELVES AT UPPERS2' - 0" 1' - 3"LAB2' - 0"12A8-13' - 0"CONTROLROOMCONFERENCEROOMKITCHEN1071' - 6"SAVED:10/22/2019 5:02:45 PM13A8-15' - 11"1041062' - 6"3' - 0"1' - 3"3' - 6"WORK ROOMOFFICE105MODESTY PANELAT BACK104b102103Base Finish Ceiling FinishSheetA8-1
RPA3810 Valley Commons Dr.Suite 4Bozeman, MT 59718(406) 284-2110 DA ET2S9-3.6/S1-3EQ31/S9-1 & 3/S9-4ORIGINAL SHEET/DETAILNo.ECSDRAWN BY12' - 6"V.I.F.S9-410-18-19DATE3MTMDESIGNED BYA7A74' - 0"4"CONC. OVER 1½" PLB METAL DECK - TOTALTHICKNESS 4"25' - 0"(N) W12X1438' - 0"4"(N) L4x4x5/16 CTRD, WEST FACE,FASTEN TO (E) CONC. W/ ¾"øx6"POST-INSTALL CONC. SCREWANCHORS @8"o.c. INSTALL PRIORTO CUTTING OPENINGEQ1' - 6"(E) FDN3021.383019.05PROJECT TITLEEQ(E) LOW FDNA8NEW OPENING IN BASEMENT WALLOF ADM BLDGS9-33319' - 10"3Revisions toAdministration BuildingFoundation Plan andDetail 33SHEET TITLESCALE: 3/16" 1'-0"ADMINISTRATION BUILDING MAINFLOOR FRAMING PLANMTMCHECKED BY1S9-3Whitefish WWTPImprovements ProjectEL 3030.55(E) 12" THICKCONC. WALL(N) SAW-CUTOPENING INEXISTING WALL(N) W12X14V.I.F.S9-3(N) METL STUD WALL18' - 2"44' - 0"Copyright 2019 Robert Peccia & AssociatesCopyright 2019 Robert Peccia& Associates1SCALE: 3/16" 1'-0"SKSSKS-1
MAIN PROCESS BUILDING WESTROOF FRAMING PLAN1SCALE: 1/4" 1'-0"1/S4-66/S1-3ORIGINAL SHEET/DETAIL No.Revisions to Main ProcessBuilding Roof Framing Plan3MTMCHECKED BY2' -2'9"- 9"SKETCH TITLEDATE10/21/19Whitefish WWTPImprovements ProjectPROJECT TITLE5' - 1 1/2"5' - 1 1/2"2' - 10"2' - 10"Robert Peccia & Associates- 10"2' -2'10"ECSDRAWN BYMTMDESIGNED BY35' - 1 1/2"5' - 1 1/2"0' - 3"6" ø1'2' - 10"2' - 10"8' - 1 1/2"2'- 10"2' - 10"6' - 6"' - 6"- 10"2' -2'10"0' - 3"6" ø1'2' - 10"2' - 10"Copyright 2019 Copyright 2019 Robert Peccia& AssociatesRPA3810 Valley Commons Dr.Suite 4Bozeman, MT 59718(406) 284-2110SKSSKS-2 DA ET
PIPE (S.M.D.)HDPE HDPEPIPE (S.M.D.)SS U-BOLT1"ø SS1"øU-BOLTRPA33810 Valley Commons Dr.Suite 4Bozeman, MT 59718(406) 284-2110 DA ET4 4SS THRD(2) 1"ø(2)SS1"øTHRDROD,DRILL&ROD, DRILL &EPOXYW/5"EPOXY W/ 5"EMBEDEMBEDWELDEDBRACKETHEAVYHEAVYWELDEDSTEEL STEELBRACKET(316SS),"NAT"PIPEHANGER(316 SS), "NAT" PIPE HANGERCORP."FIG.SIZE7105 SIZE5 OR EQUALCORP."FIG. 710OR EQUALFOR BRACKETLOCATIONS)(SMD (SMDFOR BRACKETLOCATIONS)HDPEPIPESUPPORTHDPEPIPESUPPORT5 51 1/2" 1 1/2"1'-0" 1'-0"SCALE:SCALE:5/S3-156/S1-3MTMCHECKED BY145100. 01ORIGINAL SHEET/DETAILNo.ECSDRAWN BYSHEET TITLESS THRD(2) 1"ø(2)SS1"øTHRDROD, DRILL&ROD, DRILL&EPOXYEPOXYW/ 6"W/ 6"EMBEDEMBEDPROJECT TITLESBR WALLPER PLANSBR WALLPER PLANRevisions to Detail 5MIN.FROMDIM. FROMMIN. DIM.END OFPIPE CLPIPETO CENDL TOOFU-BOLTU-BOLT LEGS LEGSWhitefish WWTPImprovements Project D AT E10-21-19DATEMTMDESIGNED BYVARIES3VARIESCopyright 2019 Robert Peccia & AssociatesCopyright 2019 Robert Peccia& AssociatesSKSSKS-3
RPACL GRADE BEAM,RIGID INCLUSIONTJHDESIGNED BY 16"ø RIGID INCLUSION(ACTUAL DIAMETERDETERMINED BY SPECIALTYENGR)SKETCH TITLETYPICAL GRADE BEAM-TO-RIGIDINCLUSION CONNECTION10/22/19DATE2/S4-126/S1-33ORIGINAL SHEET/DETAIL No.3MTMCHECKED BY3Revisions to Detail 2GRADE BEAM PER PLAN, CTRD ON WIDTH OFRIGID INCLUSION (GRADE BEAMS DESIGNEDBY EOR TO SPAN BETWEEN RIGID INCLUSIONSWITHOUT PRESENCE OF A WORKING/LOADTRANSFER PLATFORM)PROJECT TITLECopyright 2019 EL VARIEST.O. GBWhitefish WWTPImprovements Project3810 Valley Commons Dr.Suite 4Bozeman, MT 59718(406) 284-2110ECSDRAWN BYRobert Peccia & AssociatesCopyright 2019 Robert Peccia& AssociatesSKS2SCALE: 1 1/2" 1'-0"SKS-4 DA ET
RPA10/22/19DATES2-26/S1-3ORIGINAL SHEET/DETAIL No.MTMCHECKED BYRevisions to Grit BuildingFoundation Plan NotesECSDRAWN BYSKETCH TITLETJHDESIGNED BY1. SEE S1-1 THRU S1-3 FOR GENERAL STRUCTURAL NOTES, LEGENDS, ABBREVIATIONS.2. FOUNDATIONS BEAR ON COMPACTED STRUCTURAL FILL (SEE DETAILS S1-3) WHICH IN TURN BEAR ONSUBGRADE SOIL IMPROVEMENTS CONSISTING OF RIGID INCLUSIONS PER SPECIFICATIONS. FOUNDATION3 AND SLAB LOADS ARE INDICATED ON 3/S2-2 AND SHALL BE THE MINUM LOADS USED FOR DESIGNING THESOIL IMPROVEMENTS SYSTEM.3. REFERENCE S10 SERIES SHEETS FOR TYPICAL DETAILS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FORUNDERSTANDING AND APPLYING DETAILS FROM THESE SHEETS, AS THEY ARE GENERALLY NOT REFERENCEDON PLANS BUT APPLY.4. SEE ARCHITECTURAL, MECHANICAL, AND PLUMBING DRAWINGS FOR DIMENSIONS NOT INDICATED.5. GRIDS ARE LOCATED AT THE OUTSIDE FACE OR CENTERLINE OF CONCRETE/PRECAST WALL AS SHOWN,U.N.O.6. THICKEN SLAB-ON-GRADE FOR A DISTANCE OF 12-INCHES FROM ALL SIDES OF PIPE PENETRATIONS ASFOLLOWS:A. 8" DIA. 10" THICKB. LARGER THAN 8" DIA. 12" THICK.7. DRILL & EPOXY EA LONG. FTG REINF. BAR TO WALL W/ 6" MIN. EMBED.PROJECT TITLEFOUNDATION PLAN NOTES:Whitefish WWTPImprovements Project3810 Valley Commons Dr.Suite 4Bozeman, MT 59718(406) 284-2110SKSSKS-5 DA ETCopyright 2019 Robert Peccia & AssociatesCopyright 2019 Robert Peccia& Associates
RPA10/22/19DATES4-26/S1-3ORIGINAL SHEET/DETAIL No.MTMCHECKED BYECSDRAWN BYPROJECT TITLESKETCH TITLETJHDESIGNED BY1. SEE S1-1 THRU S1-3 FOR GENERAL STRUCTURAL NOTES, LEGENDS, ABBREVIATIONS.2. FOUNDATIONS BEAR ON SUBGRADE SOIL IMPROVEMENTS CONSISTING OF RIGID INCLUSIONS PERSPECIFICATIONS. FOUNDATION LOADS ARE INDICATED ON S4-3 AND S4-4 AND SHALL BE THE MINUM LOADSUSED FOR DESIGNING THE SOIL IMPROVEMENTS SYSTEM.33. THE SUGGESTED SPACING OF RIGID INCLUSIONS SUPPORTING GRADE BEAMS ON SHEET S4-3 AND S4-4 AREACCOMPANIED BY AN ESTIMATED ALLOWABLE BEARING LOAD TO EACH RIGID INCLUSION. CONCRETE GRADE3 BEAM DESIGN, INCLUDING THICKNESSES AND REINFORCING, ARE BASED ON THE MAXIMUM RIGID INCLUSIONSPACING SHOWN. RIGID INCLUSIONS LOCATED BENEATH GRADE BEAMS SHALL BE CENTERED BENEATH THEBEAM AND SPACED AT A MAXIMUM DISTANCE AS SHOWN.34. RIGID INCLUSION LAYOUT SHALL BE DONE IN A MANNER TO AVOID UNDERGROUND PIPING - PIPING PLACEMENTTAKES PRECEDENCE AND CANNOT BE RELOCATED. SEE MECHANICAL DRAWNINGS FOR PIPING LAYOUT.5. RIGID INCLUSIONS SUPPORTING THE MAIN PROCESS BUILDING SLAB (AND ASSOCIATED WORKING/LOADTRANSFER PLATFORM) ARE TO BE DESIGNED TO SUPPORT THE SELF-WEIGHT OF THE SLAB AND EQUIPMENTPADS, IN ADDITION TO THE LIVE LOAD SPECIFIED IN THE BASIS OF DESIGN SECTION ON S1-2.6. REFERENCE S10 SERIES SHEETS FOR TYPICAL DETAILS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR 3UNDERSTANDING AND APPLYING DETAILS FROM THESE SHEETS, AS THEY ARE GENERALLY NOT REFERENCED ONPLANS BUT APPLY.7. SEE ARCHITECTURAL, MECHANICAL, AND PLUMBING DRAWINGS FOR DIMENSIONS NOT INDICATED.8. GRIDS ARE LOCATED AT THE OUTSIDE FACE OR CENTERLINE OF CONCRETE/PRECAST WALL AS SHOWN, U.N.O.9. THICKEN SLAB-ON-GRADE FOR A DISTANCE OF 12-INCHES FROM ALL SIDES OF PIPE PENETRATIONS AS FOLLOWS:A. 8" DIA. 10" THICKB. LARGER THAN 8" DIA. 12" THICK.Revisions to Main ProcessBuilding Foundation PlanNotesFOUNDATION PLAN NOTES:Whitefish WWTPImprovements Project3810 Valley Commons Dr.Suite 4Bozeman, MT 59718(406) 284-2110SKSSKS-6 DA ETCopyright 2019 Robert Peccia & AssociatesCopyright 2019 Robert Peccia& Associates
RPA1' - 6"14" THICK CONC. WALL REINF:VERT. #6@12"o.c. E.F.HORIZ. #6@8"o.c. E.F.4' - 0"3EL 3025.00718"Dx24"H GRADE BEAM,SEE PLANSKETCH TITLET.O.B.210/22/19DATE1/S5-26/S1-3EL 3026.00T.O. SLABORIGINAL SHEET/DETAIL No.PROJECT TITLE20" THICK SLABT.O.W. 3046'Whitefish WWTPImprovements Project1' - 2"Revisions to Sludge BufferBasin Foundation PlanS5-41' - 0"C3810 Valley Commons Dr.Suite 4Bozeman, MT 59718(406) 284-2110SLUDGE BUFFER BASIN FOUNDATION 1PLANSCALE: 1/4" 1'-0"MTMCHECKED BYECSDRAWN BYTJHDESIGNED BYS4-13 DA ETCopyright 2019 Robert Peccia & AssociatesCopyright 2019 Robert Peccia& AssociatesSKSSKS-7
RPA3810 Valley Commons Dr.Suite 4Bozeman, MT 59718(406) 284-2110 DA ETBD1' - 5 1/16"S6-23EL 3029.00 D AT E33D 23 KS 2 KE 24KS6-3S6-31' - 0"F.F.2' - 2 1/2"11' - 6"S6-41¾" GALV. STEEL GRATINGW/ SERRATED SURFACE,SERIES GHB-1753S6-3TYP. ATGRATINGD 6850 PLFF 1500 PLFS 300 PLF.11' - 2"4' - 0"3.5' - 0"43D 1300 PLFF 1500 PLF310' - 9 3/8"D 1300 PLFF 1500 PLF6' - 9 3/8"4' - 9 3/4"D 7000 PLFF 1500 PLFS 750 PLFS6-2.310' - 0"5' - 0 1/2"1S6-3DISCONTINUE GRATINGAROUND UV BANKS (S.M.D.)2PROVIDE OPENING IN GRATINGAROUND SLIDE GATE (S.M.D.)T.O. SLABEL 3019.08T.O. SLAB.EL 3019.082T.O. SLABS6-2S6-4 TYP. 4PLCS.33D 2500 PLFF 1500 PLFD 1800 PLFF 1000 PLFD 2500 PLFF 1500 PLF3D 22 KS 6 KE 14K3UV CHANNEL FOUNDATION PLAN1SCALE: 1/2" 1'-0"INDICATES REACTION @ END OFGRADE BEAM, TRANSFERRED INTOCORNER OF UV CHANNEL (TYP.)3SHEET TITLED 22 KS 8 KE 4K1' - 0"EL 3022.77PROJECT TITLE1' - 6"3Whitefish WWTPImprovements Project1' - 8" .2UV ROOM4' - 0"2' - 9"D 2500 PLFF 1500 PLF1.Revisions to UV ChannelFoundation PlanD 1800 PLFF 1000 PLFMTMCHECKED BYOPENING IN SUSPENDEDCONC. SLAB, MIN. DIAMETERPER NPW PUMP MANUF.D 2500 PLFF 1500 PLF.14' - 0"ORIGINAL SHEET/DETAILNo.10' - 0 1/2"INDICATES SOIL CONTACT PRESSURES OCCERING AT THEINTERFACE BETWEEN THE BOTTOM OF CONTINUOUSFOOTINGS & TH STRUCTURAL FILL BENEATH THEM (TYP.)33S6-2ECSDRAWN BYS6-310-22-19DATE4D 24 KS 5 KE 8KTJHDESIGNED BY310' - 2"1/S6-16/S1-339' - 11"145100. 011' - 10".Copyright 2019 Robert Peccia & AssociatesCopyright 2019 Robert Peccia& AssociatesSKSSKS-8(HALF SCALE)
MAIN PROCESSBLDG PLC(PLC-MPB)GENERAL NOTES4A. COMPLY WITH LATEST ADOPTED NEC AND APPLICABLECODES/STANDARDS.OWNER-FURNISHEDB. SHARED NEUTRALS ARE NOT ALLOWED FOR SINGLE PHASE BRANCHCIRCUITS.D12C1A1A1C1A1A2D8A2D8A2D8A2D8C. MC CABLE IS NOT ACCEPATABLE FOR FEEDERS.D. SEE PID DRAWINGS FOR ADDITIONAL SCOPE OF WORK NOT SHOWNFOR CLARITY.RevisionDateByFinal9-27-19BKJMCC-MPBSBR CONTROLPANELMCC-SBRUV DISINFECTIONSYSTEMCONTROL PANELEFFLUENTFLOWTRANSMITTERNPW FLOWTRANSMITTERNPW PUMP 1VFDD2D223D2NPW 3PRESSURECONTROLLERLOW LEVELCUT-OFFFLOATBIOSOLIDSMIXING PUMPVFDNPW PUMP 2VFD#BIOSOLIDSMIXING PUMPVFD1.D221) Add #32.EC SHALL FURNISH AND INSTALL NEMA 4X SST JUNCTION BOXCOMPLETE WITH TERMINAL BLOCK TO TRANSITION FROMSUBMERSIBLE FLOAT CABLE TO TRADITIONAL WIRING.3.COORDINATE LOCATION WITH MECHANICAL DRAWINGS.4.EC SHALL INSTALL OWNER-FURNISHED PLC AND ALL ASSOCIATEDCONDUIT AND WIRE.3LOW LEVELCUT-OFFFLOATSHEET NOTESEC SHALL FURNISH AND INSTALL NEMA 4X SST JUNCTION BOXCOMPLETE WITH TERMINAL BLOCKS TO CONNECT LEVELTRANSDUCER AND HIGH LEVEL FLOAT SWITCH. JUNCTION BOXSHALL BE PROVIDED WITH INTRINSICALLY SAFE BARRIER RELAYS ASREQUIRED.10-22- 19 BKJRevisionFinal #3AddendumPlot Scale1/8" 1'-0"Drawn ByB. Johnson, PEApproved ByB. Johnson, PEChecked ByA. Bronec, PEDesigned ByB. Johnson, PEProject Number1E0-5MAIN PROCESS BUILDING PLC CONTROL ONE-LINE DIAGRAMWFWWTPNOT TO SCALEGRIT BLDG 1D2A4D12A4D12D16D16A1D8A11064 N. WarrenHelena, Mt 59601TO MAINPROCESSBUILDING PLCBASIN 1INFLLUENTVALVEBASIN 2INFLLUENTVALVEBASIN ERINGPUMP CONTROLPANEL NO.1ALUMTANKLEAKDETECTORCHEMICALMETERINGPUMP CONTROLPANEL NO.2GRIT REMOVALCHAMBERCONTROL PANELD24D2D2D2LOCALOPERATORSTATION3WASH WATERSOLENOIDVALVE3MOTORACTUATEDVALVE3GRIT TANKPRESSUREPROBE3D4MFGDRYING BEDFLOWTRANSMITTER31MFGMFG LOW AMLIFT STATIONFLOWTRANSMITTERSIDESTREAMLIFT STATIONCONTROL PANELGRIT WASHERCONTROL PANELHIGH CT TO NONDISCLOSUREAGREEMENTGRIT BUILDING PLC CONTROL ONE-LINE DIAGRAMOwnerNOT TO SCALECity ofWhitefish,Montana1MAIN LIFT PUMPCONTROL PANEL(MAIN LIFT STATION PLC)BIOSOLIDSBLOWERBLDG PLCProject HEDD8D4D4A1A1GENERATOR (E)RUN RELAYATS (E)D2D2D62SCREEN CP (E)D23WET WELLPRESSURETRANSDUCER2A4D6A43WET WELLPRESSURETRANSDUCERPUMP #1TEMP SWITCHPUMP #1TEMP SWITCHPUMP #1TEMP SWITCHVFD-BLWR-1VFD-BLWR-2Sheet TitleControl OneLine Diagrams3E0-5MAIN LIFT STATION PLC CONTROL ONE-LINE DIAGRAMNOT TO SCALE4E0-5BIOSOLIDS BLOWER BUILDINGPLC CONTROL ONE-LINE DIAGRAMNOT TO SCALEVERIFY SCALESBAR SCALE IS ONE INCHON FULL SIZE DRAWING.01"IF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.SheetE0-5
GENERAL NOTESA. COMPLY WITH LATEST ADOPTED NEC AND APPLICABLECODES/STANDARDS.B. SHARED NEUTRALS ARE NOT ALLOWED FOR SINGLE PHASE BRANCHCIRCUITS.C. PROCESS AND HVAC EQUIPMENT LOCATIONS ARE APPROXIMATE.COORDINATE FINAL LOCATION WITH MECHANICAL AND HVACDRAWINGS.#65RELOCATED POWERLINESEXISTING GENERATOR SHALL BE REUSED. EC SHALL FURNISH ANDINSTALL CONDUIT AND WIRE BETWEEN EXISTING GENERATOR ANDNEW ATS LOCATION.2.EC SHALL FURNISH AND INSTALL WIRE AND CONDUIT TO THE DRYINGBED CONTROL VALVE AND FLOW METER. SEE CONTROL ONE LINEDIAGRAM FOR CONDUIT AND WIRE REQUIREMENTS. SEEMECHANICAL AND CIVIL DRAWINGS FOR EXACT LAYOUT ANDLOCATION OF THE DRYING BED CONTROL VAULT.GRIT B
3.07.C – System No. 1: Sherwin-Williams (SW) Hi-Solids Polyurethane, 3-5 mils DFT also acceptable as topcoat 3.07.C – System No. 1: SW product for primer coat shall be Macropoxy 6465500 3.07.C – System No. 1: SW product for topcoat shall be Macropoxy 646 Acrolon Ultra
INDEX The 2nd letter of the revision index. DATE Date of the modification NAME Initial and surname of the author of the modification ZONE The location of the modification (1 char 1 digit) MODIFICATION The Engineering Change Request (ECR) number of the modification or a text describing th
in which behavior modification has been used, descriptions of how to use. behavior modification techniques, research on the effectiveness of behavior modification techniques, and discussion of critical-issyes related to. behavior modification. I. Major descriptors (marked with an asterisk*) and minor descriptors appear after each title.
HPKB Design Specification Document Data Mining Design Specification Document Non-Traditional Data Design Specification Document HMI Design Specification Document System Integration Design Specification Document 1.4. Software Design Specification Document Development Gui
Universal Serial Bus Revision 3.2 Specification Universal Serial Bus Revision 3.2 Specification. xxxx and xxxx xxxx and xxxx. Uni-versal Serial Bus Specification Universal Serial Bus Revision 3.2 Specification I2C-Bus Specification I2C-Bus Specification Sys-tem Management Bus Specification
Digital speed controller installation direction (left)*2 DR Digital speed controller installation direction (right)*2 G5 Designated grease specification NM Non-motor end specification PN PNP specification*1 TMD2 Split motor and controller power supply specification WA Battery-less absolute encoder specification WL Wireless communication specification WL2 Wireless axis operation specification
work/products (Beading, Candles, Carving, Food Products, Soap, Weaving, etc.) ⃝I understand that if my work contains Indigenous visual representation that it is a reflection of the Indigenous culture of my native region. ⃝To the best of my knowledge, my work/products fall within Craft Council standards and expectations with respect to
This specification is to be applied in conjunction with the supporting data sheet, quality requirements specification (QRS) and information requirements specification (IRS) as follows. IOGP S-740: Specification for Batteries (IEC) This specification
* Product specification listed items: “Display size/Resolutions/Displayed colors/Chassis type/ Maximum support language” ・1 language (Maximum of 1 system font language can be used.) Specification varies according to the model. This specification provides information according to each distin
