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HomeMy WebLinkAboutAppendix C COB_TERM25_PGSWR_CD DRAWINGS_02.23.26PLUMBINGROGER WHEATARCHITECTURALSKYANN COOK VICINITY MAP: Locator PROJECT ADDRESS REVISIONS 2/23/2026 2:27:56 PM COVER SHEET,GENERALINFORMATION OFFICE SEWER UPGRADECITY OF BOZEMAN© 2026 | ALL RIGHTS RESERVEDPARKING GARAGE02.23.202602.23.2026 26 E. Mendenhall StBozeman, MT 59715 CITY OF BOZEMAN OFFICE SEWER UPGRADE CONSTRUCTION DOCUMENTS 02.23.2026 PARKING GARAGE | Project# COB_TERM25_PGSWR | L:\ 02.23.2026 CONSTRUCTIONDOCUMENTS PROJ# | COB_TERM25_PGSWRDRAWN BY | SCHREIBEISREVIEWED BY | COOK G001 OWNERCity of Bozeman20 E. Olive St, office 14BBozeman, MT 59715 ARCHITECT/ENGINEERCushing Terrell411 E. Main St, Ste 101 Bozeman, MT 59715406.556.7100Contact: Sky Cook GENERAL G001COVER SHEET, GENERAL INFORMATION ARCHITECTURAL A101FLOOR PLANS & DETAILS PLUMBING P001PLUMBING SCHEDULES AND LEGENDS P100DWV PLANS Main StRouse AveBabcock St Mendenhall St Lamme St Bozeman AveBlack AveTracy AveWillson AveLamme St NOT TO SCALE NORTH REF SHEET INDEX GENERAL NOTES A. B. C. D. E. F. G. H. I. J. K. L.M. N. GENERAL PROJECT NOTES ON THE COVER SHEET APPLY TO ALL WORK TO BE PERFORMED ON THIS BUILDINGSEE OTHER SHEETS IN SET FOR ADDITIONAL INFORMATION. GENERAL NOTES ARE INTENDED TO CLARIFY OR EMPHASIZE THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. IN THE EVENT OF A CONFLICT BETWEEN THE DRAWINGS, SPECIFICATIONS, AND THESE NOTES, THE CONTRACTOR SHALL COMPLY WITH THE MORE STRINGENT REQUIREMENTTHE CONTRACTOR SHALL PROVIDE PROTECTION WHERE NECESSARY TO PROTECT THE PUBLIC AND ADJACENT AREAS OF BUILDING AND SIDEWALK DURING CONSTRUCTIONALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONSCONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION, AND NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIESTHE CONTRACTOR SHALL PROVIDE DEMOLITION AND PATCHING NOT SHOWN BUT REQUIRED FOR THE INSTALLATION OF THE NEW DETAILS OR AS REQUIRED FOR THE WORKPATCH ALL EXPOSED OPENINGS WITH MATERIAL TO MATCH AND BLEND SEAMLESSLY WITH EXISTING ADJACENT SURFACES, UNLESS NOTED OTHERWISEDEMOLITION NOTES PROVIDE A GENERAL DESCRIPTION OF ITEMS AND AREAS REQUIRING REMOVAL. THE CONTRACTOR SHALL FIELD VERIFY ACTUAL QUANTITIES AND LOCATIONS OF ITEMS AS NECESSARY TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTSDEMOLITION, REMOVAL, AND PATCHING WORK SHOWN ON THE DRAWINGS SHALL BE REQUIRED TO COMPLETE THE WORK SHOWN FOR THE INTENDED USE. KEYNOTE PLACEMENT DOES NOT LIMIT THEIR APPLICATION TO OTHER AREAS IF REQUIRED TO COMPLETE THE WORKALL MATERIALS AND EQUIPMENT THAT ARE SCHEDULED FOR DEMOLITION SHALL BE REMOVED FROM SITE AND DISPOSED OF PROPERLY. FOLLOW LOCAL AND STATE REQUIREMENTS FOR REMOVAL AND DISPOSAL. CONTRACTOR SHALL BE ALLOWED TO RETAIN FEES RECEIVED FOR SALVAGING OF ALL SCRAP MATERIAL UNLESS NOTED OTHERWISEPROTECT ALL ADJACENT SPACES, SURFACES, STRUCTURE, EQUIPMENT, FIXTURES, AND UTILITIES FROM DAMAGE AND INTERRUPTION OR SOILING DUE TO WORK UNDER THIS CONTRACT. RESTORE OR REPLACE AS REQUIRED, ALL ADJACENT WORK SOILED OR DAMAGED DUE TO WORK UNDER THIS CONTRACT. PHOTO-DOCUMENT EXISTING CONDITIONS PRIOR TO START OF WORKCONTRACTOR TO COORDINATE WORK BY OTHERCOORDINATE WITH OWNER PRIOR TO DEMOLITION FOR EXTENT OF EQUIPMENT AND FURNITURE THEY PLAN TO REMOVE AND REPLACEDO NOT SCALE FROM DRAWINGS ABBREVIATIONS @ AT&AND#NUMBER ACT ACOUSTIC CEILING TILEADATHE AMERICANS WITH DISABILITIES ACTAFFABOVE FINISH FLOORAPPROXAPPROXIMATEBDBOARDCLRCLEARCONTCONTINUOUSCOORDCOORDINATEDEMODEMOLISH/DEMOLITIONEAEACHELECELECTRICALELEVELEVATOREQUIPEQUIPMENTETCET CETERAEXPEXPOSEDFFEFINISH FLOOR ELEVATIONGAGAUGEGCGENERAL CONTRACTORGYPGYPSUMHORIZHORIZONTALHVACHEATING, VENTILATION, & AIR CONDITIONINGINSULINSULATIONMAXMAXIMUMMECHMECHANICALMFRMANUFACTURERMINMINIMUMMTLMETALN/A NOT APPLICABLEOCON CENTEROPPOPPOSITEPAFPOWDER-ACTUATED FASTENERPLUMBPLUMBINGPLYPLYWOODRCPREFLECTED CEILING PLANREQDREQUIREDRTUROOFTOP UNITSCHEDSCHEDULESFSQUARE FEETSIMSIMILARSTRUCTSTRUCTURALTYPTYPICALUNOUNLESS NOTED OTHERWISEVARVARIESVERTVERTICALVFYVERIFYw/WITHWDWOOD NOTE:SEE LEGENDS ON SHEETS FOR ADDITIONAL ABBREVIATIONS M AONTAN PAROFESSIONL E RN GINEER. ROGERWHEAT No. 19996 PE LICENS E DSKYANN COOK ARC-ARC-LIC-5549L TICENS E D ARCHIT E CBNOZEMA M AONTANS AT A TEOF MO N TAN TOCS VIF TOF VIF TOF VIF TOCW ROOM NAME, AND NUMBER IF APPLICABLE KEYNOTE DRAWING NUMBER SHEET WHERE DRAWN DIMENSION TO FACE OF EXISTING UNO DIMENSION TO GRID LINE PLAN LEGEND DIRECTION OF VIEW, IF APPLICABLE DIMENSION TO CENTER LINE CL 1 X000 SIM NAME 101 X EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE DEMOLISHED 45 B 45 B 25'-0" SIDEWALK 1 1 2 3 5 4 5 B 4 5 B 25'-0" SIDEWALK 4 A101______________ ADJACENTTENANT VESTIBULE RESTROOM RESTROOM OFFICE UTILITY 3 A101______________ 6 6 7 TYP 8 3 TYP 8 TYP 10 4 4 12 11 11 11 11 AREA OF WORK TENANT TENANT TENANT TENANT TENANT PARKING GARAGE MENDENHALL ST BUS LANE MATCH EXIST CONCRETE THICKNESS AND REINFORCE SIMILAR TO EXISTING SLABS W/ #4 @ 18", EA WAY #3 DOWEL @ 18" STAGGERED ADHESIVE SET 3" INTO EXIST SLAB INSTALL AND SEAL VAPOR BARRIER WHERE EXISTING BARRIER OCCURST/2TADJACENTTENANT VESTIBULE RESTROOM RESTROOM OFFICE UTILITY NOTE: UNDER NO CIRCUMSTANCES SHALL A PIPE PENETRATE THRU OR UNDER A COLUMN, PILASTER, PIER, PEDESTAL OR SPREAD FTG. ZONE 3: PIPE OCCURS AT SHALLOW DEPTH BELOW FOOTING. SLEEVE WRAP & ENCASE IN CONCRETE AS SHOWN IN ELEVATION. SECTION AT PIPE LOCATIONCONCRETE ENCASEMENT- ELEVATION - 1 1 SLEEVE WRAP PIPE IN 1" FOAM ENCASE IN FLOWABLE FILL, 200 PSI MAX, ENTIRE WIDTH OF FTG ZONE 3 CONC FTG, VIF CONC STEM WALL OR BASEMENT WALL, VIF WALL ABOVE, VIF CONC STEM WALL OR BASEMENT WALL CONC FTG, VIF CONC ENCASEMENT ZONE 3MAX EXCAVATION 2'-0" REVISIONS 2/23/2026 2:27:59 PM FLOOR PLANS &DETAILS A101 | Project# COB_TERM25_PGSWR | L:\ 02.23.2026 © 2026 | ALL RIGHTS RESERVED CONSTRUCTIONDOCUMENTS OFFICE SEWER UPGRADECITY OF BOZEMANPARKING GARAGEPROJ# | COB_TERM25_PGSWRDRAWN BY | SCHREIBEISREVIEWED BY | COOK #KEYNOTES 1 SAW CUT & DEMOLISH PORTION OF SLAB, & EXCAVATE ASREQUIRED FOR PLUMBING DEMOLITION & NEW WORK. COORD w/PLUMBING & EXISTING CONDITIONS 2 SAW CUT & DEMOLISH PORTION OF SIDEWALK TO NEARESTEXISTING CONTROL JOINTS, & EXCAVATE. EXTENT TO BE LIMITEDTO THE MINIMUM AMOUNT REQUIRED FOR SCOPE OF WORK.PROVIDE FALL PROTECTION AND SHORING. ACCESS TO ADJACENTTENANT TO REMAIN ACCESSIBLE DURRING BUSINESS HOURS.COORD w/ PLUMBING & EXISTING CONDITIONS 3 MAINTAIN ACCESSIBLE ACCESS TO ADJACENT TENANT DURRINGBUSINESS HOURS 4 PATCH & PAINT ALL WALLS IN THIS ROOM, FINISH & COLOR TOMATCH EXISTING 5 REMOVE & SALVAGE PLUMBING FIXTURE, TO BE REINSTALLED INSAME LOCATION. VERIFY WITH PLUMB 6 PROVIDE NEW COMPACTED FILL, GRAVEL BASE, AND CONCRETESLAB TO MATCH EXISTING ASSEMBLY, PROPERTIES, AND LOOK,TYP. PATCH & REPAIR ADJACENT AREAS OF SLAB AS NEEDED. PREPFOR NEW FINISHES 7 PROVIDE COMPACTED FILL, GRAVEL BASE, & CONCRETE SIDEWALKTO MATCH EXISTING ASSEMBLY, PROPERTIES, AND LOOK.CONCRETE SIDEWALK TO BE MIN 4" THICK M-4500 psi, WITH MIN 3"GRAVEL BASE. ALL MATERIALS TO CONFORM TO CITY OF BOZEMANMODIFICATIONS TO MONTANA PUBLIC WORKS STANDARDSPECIFICATIONS SEVENTH EDITION 8 NEW CONTROL JOINTS IN SIDEWALK TO ALIGN WITH EXISTING &MATCH CONTROL JOINTS THAT WERE PRESENT PRIOR TO START OFWORK 10 REINSTALL SALVAGED FIXTURE, VERIFY WITH PLUMB 11 FLOORING BY OTHERS 12 NEW FLOOR CLEAN OUT, SEE PLUMBING 1/4" = 1'-0"A101 1DEMOLITION PLAN 1/4" = 1'-0"A101 2FLOOR PLAN NORTH REF NORTH REF 1" = 60'-0" KEY PLAN NORTH REF 3/4" = 1'-0"A101 4CONC SLAB ON GRADE CUT REPAIR 3/4" = 1'-0"A101 3PIPE PENETRATION GUIDE AT FOUNDATIONS SKYANN COOK ARC-ARC-LIC-5549L TICENS E D ARCHIT E CBNOZEMA M AONTANS AT A TEOF MO N TAN W V AV CO/WCO FCO GCO S=.XXX SYMBOL DESCRIPTION SYMBOL DESCRIPTION SANITARY SEWER VENT ACID VENT CLEANOUT/ WALL CLEANOUT FLOOR CLEANOUT GRADE CLEANOUT SLOPE DOWN IN DIRECTION OF FLOW SLEEVE (PIPE) THRU WALL OR FLOOR TEE UP TEE DOWN ELBOW UP ELBOW DOWN PLUMBING LEGEND PIPE CAP PIPE DRAIN & CAP CONNECT TO EXISTING NEW PIPING EXISTING PIPING PIPING TO BE REMOVED DISCONNECT FROM EXISTING A.CONSTRUCT THE BUILDING SYSTEMS IN FULL COMPLIANCE WITH ALL APPLICABLE LOCAL BUILDING CODES, LATEST EDITION. COMPLY WITH THE FOLLOWING AS MODIFIED BY THE LOCAL JURISDICTION: 2021 UNIFORM PLUMBING CODE OR CODES ENFORCED BY LOCAL AUTHORITY HAVING JURISDICTION. PLUMBING FIXTURES AND SPECIALTIES A.a.b. B. C. D. E. F. G. H. I. J. K. L. M. N. O. P. Q. SLOPE WASTE PIPING IN DIRECTION OF FLOW UNLESS NOTED OTHERWISE ON PLANS:PIPE SIZE 3" OR SMALLER: 1/4" PER FOOTPIPE SIZE 4" AND GREATER: 1/8" PER FOOT SLOPE VENT PIPE 1/8" PER FOOT BACK TO FIXTURES. FOR WALL-HANGING FIXTURES, INSTALL OFF-FLOOR SUPPORTS AFFIXED TO BUILDING SUBSTRATE. INSTALL AND SECURE FIXTURES IN PLACE WITH WALL CARRIERS AND BOLTS. SEAL FIXTURES TO WALL AND FLOOR SURFACES WITH SEALANT, COLOR TO MATCH FIXTURE. INSTALL EQUIPMENT AND COMPONENTS LEVEL AND PLUMB. SET SERVICE SINKS IN A LEVELING BED OF CEMENT GROUT. INSULATE AND COVER ALL DRAINAGE AND WATER SUPPLY PIPING LOCATED UNDER LAVATORIES AND SINKS. EXTEND CLEANOUTS TO FINISHED FLOOR OR WALL SURFACE. INSTALL CHROME PLATED ROUND COVER. DO NOT INSTALL FLOOR CLEANOUTS IN TRAFFIC AREAS OF FINISHED CORRIDORS. PROVIDE PROTECTIVE COVERING OF INSTALLED FIXTURES. DO NOT ALLOW USE OF FIXTURES FOR TEMPORARY FACILITIES UNLESS APPROVED IN WRITING BY OWNER. MAINTAIN INDICATED FIRE RATING OF WALLS, PARTITIONS, CEILINGS, AND FLOORS AT PIPE PENETRATIONS. SEAL PIPE PENETRATIONS WITH UL LISTED FIRE STOP MATERIALS. INSTALL PIPING FREE OF SAGS AND BENDS. INSTALL FITTINGS FOR CHANGES IN DIRECTION AND BRANCH CONNECTIONS. INSTALL PVC SOIL AND WASTE DRAINAGE VENT PIPING ACCORDING TO ASTM D 2665. INSTALL UNDERGROUND PVC SOIL AND WASTE DRAINAGE PIPING ACCORDING TO ASTM D 2321. PROVIDE DIELECTRIC NIPPLES AT CONNECTIONS BETWEEN DISSIMILAR METALS. DIELECTRIC COUPLINGS OR UNIONS ARE NOT ACCEPTABLE. INSTALL EACH FIXTURE WITH TRAP, EASILY REMOVABLE FOR SERVICING AND CLEANING. FOR LAVATORIES AND SINKS SUBJECT TO ADA REQUIREMENTS, PROVIDE MANUFACTURED FORMED INSULATING JACKETS FOR ALL EXPOSED WASTES, P-TRAPS, AND WATER SUPPLY RISER FITTINGS AND PIPING. INSTALL CHROME PLATED ESCUTCHEONS AT WALL, FLOOR, AND CEILING PENETRATIONS IN EXPOSED FINISHED LOCATIONS AND WITHIN CABINETS AND MILLWORK. PIPING ROUTING SHOWN IS EXPANDED FOR CLARITY. EXACT ROUTING MAY VARY TO ACCOMMODATE EQUIPMENT AND ACCESSIBILITY REQUIREMENTS. REGULATORY REQUIREMENTS, GENERAL BASIC MECHANICAL REQUIREMENTS A. B. C. D. E. F. a. G. GENERAL SCOPE: THE CONTRACTOR SHALL, INSTALL AND COORDINATE ALL PLUMBING WORK TO PROVIDE COMPLETE AND OPERATIONAL PLUMBING INSTALLATIONS. SUPPLY AND INSTALL COMPLETE PLUMBING SYSTEMS THROUGHOUT TO COMPLETE PROJECT FOR PLUMBING SYSTEMS DESCRIBED HEREIN AND INDICATED ON DRAWINGS. DRAWINGS ARE IN-PART DIAGRAMMATIC. PROVIDE SHOP DRAWINGS FOR ALL PIPING AND EQUIPMENT PRIOR TO ORDERING. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING WORK FOR A TWO WEEK SHOP DRAWING REVIEW PERIOD. CONTRACTOR SHALL GUARANTEE THAT ALL MATERIAL FURNISHED BE ACCEPTABLE IN EVERY RESPECT AND, IF NOT FOUND ACCEPTABLE, SHALL REPLACE THE SAME IMMEDIATELY. ALL WORK AND MATERIAL SHALL BE GUARANTEED FOR ONE (1) YEAR FROM DATE OF SUBSTANTIAL COMPLETION. CONTRACTOR SHALL MAINTAIN A SET OF RED-LINED AS-BUILT DRAWINGS DURING CONSTRUCTION AND SUBMIT TO OWNER AT PROJECT COMPLETION. PLUMBING PERFORMANCE REQUIREMENTS: PROVIDE COMPONENTS AND INSTALLATION CAPABLE OF PRODUCING PIPING SYSTEMS WITH THE FOLLOWING:SANITARY WASTE AND VENT PIPING: 10 FT. HEAD OF WATER. PLUMBING DESIGN REQUIREMENTS: COMPLY WITH THE REQUIREMENTS OF THE CITY OF BOZEMAN AND AUTHORITIES HAVING JURISDICTION. PLUMBING PIPING A.a. MATERIALS DRAIN, WASTE, VENT, RAINWATER LEADER AND OVERFLOW PIPING:BELOW GRADE: PVC PIPE, ASTM D2665 OR ASTM D3034, WITH PVC FITTINGS AND ASTM D2564 SOLVENT WELDED JOINTS. INCLUDE PRIMER ACCORDING TO ASTM F656. MANUFACTURERS SEE PLUMBING FIXTURE SCHEDULE ON DRAWINGS. CONTRACTOR CAN SUBMIT REQUEST FOR SUBSTITUTIONS ON THE BELOWMANUFACTURERS. PRIOR APPROVALS TO BE RECEIVED BY ENGINEER FOR REVIEW, MINIMUM ONE WEEK PRIOR TO BID DATE. •••• WALL, FLOOR AND GRADE CLEAN OUTS:JAY R. SMITH, MFG. CO.JOSAM COMPANY. MIFAB INC.ZURN INDUSTRIES, INC. PLUMBING EXECUTION PLUMBING SPECIFICATIONS, DIVISION 22 A. B. TESTING GENERAL: THE PURPOSE OF PIPE TESTING IS TO OBTAIN EVIDENCE OF SATISFACTORY WORKMANSHIP AND MATERIALS. REMAKE OR REPAIR ALL SYSTEMS WHICH DO NOT PRODUCE SATISFACTORY RESULTS. SHOW A SIGNATURE FROM OWNER, CODE OFFICIAL, OR ENGINEER'S ASSIGNEE THAT EACH TEST WAS WITNESSED. DRAIN, WASTE, VENT: INSTALL ALL PIPING TO THE POINT OF CONNECTION TO MAIN BUT DO NOT MAKE TIE-IN. USE THE STANDARD AIR PRESSURE TEST AND SOAP ALL JOINTS. INSPECT FOR LEAKS. MAKE THE TIE-IN TO EXISTING AND INSPECT FOR LEAKS, OPERATING ALL FIXTURES DISCHARGING INTO THE PIPING BEING TESTED FOR AT LEAST 5 MINUTES CONTINUOUSLY. REVISIONS 2/19/2026 2:18:23 PM PLUMBINGSCHEDULES ANDLEGENDS P001 | Project# COB_TERM25_PGSWR | L:\COBozemanMT\COB_TERM25_PGSWR\BIMCAD\Revit 02.23.2026 © 2025 | ALL RIGHTS RESERVED CONSTRUCTIONDOCUMENTS OFFICE SEWER UPGRADECITY OF BOZEMANPARKING GARAGEPROJ# | COB_TERM25_PGSWRDESIGNED BY | MITCHELLDRAWN BY | MITCHELLREVIEWED BY | WHEAT PLUMBING ABBREVIATIONS (E)EXISTING (N)NEW AFF ABOVE FINISHED FLOOR BG BELOW GRADE CO CLEANOUT CX CONNECT TO EXISTING DN PIPE DROP TO NEXT LEVEL FCO FLOOR CLEANOUT GCO GRADE CLEANOUT IE INVERT ELEVATION IRR IRRIGATION MAX MAXIMUM MIN MINIMUM SS SANITARY SEWER TPL TRAP PRIMER LINE UP PIPE RISE TO NEXT LEVEL V VENT VTR VENT THRU ROOF W WASTE WCO WALL CLEANOUT PLUMBING FIXTURE & CONNECTION SCHEDULE PLANCODEADAFIXTURETRIMACCESSORIES CONNECTIONS NOTES PLANCODEITEMMANUFACTURERMODELTYPEMATERIALCOLORTRIMMANUFACTURERMODELITEMMANUFACTURERMODELCOLDHOTWASTEVENT FCOCLEAN OUTJ.R. SMITH4021FLOORCAST IRON-FLOORCOVERJ.R. SMITHNICKEL BRONZEPLUGPLASTIC PVC / ABS ROUND TOP FCO GCOCLEAN OUTJ.R. SMITH4880GRADECAST IRON-GRADECOVERJ.R. SMITHSCORIATED CAST IRON -HEAVY DUTYPLUGPLASTIC PVC / ABS ROUND TOP, TWO-WAYCLEANOUT TEE GCO M AONTAN PAROFESSIONL E RN GINEER. ROGERWHEAT No. 19996 PE LICENS E D GENERAL PLUMBING NOTES A. B. C. D. E. REVIEW ARCHITECTURAL, STRUCTURAL, CIVIL, MECHANICAL, AND ELECTRICAL PLANS THOROUGHLY TO BECOME FAMILIAR WITH THIS PROJECT. ALL PLANS AND ALL SPECIFICATIONS COMPRISE ONE DOCUMENT OF WHICH THESE SHEETS ARE ONLY A PART. PIPING SHOWN IS DIAGRAMMATIC ONLY. ANY MAJOR DEVIATION FROM THESE PLANS SHOULD BE COORDINATED WITH THE ENGINEER OF RECORD BEFORE PROCEEDING. ALL NEW PIPING ON MAIN FLOOR SHALL BE CONCEALED IN WALLS, ABOVE CEILING, OR UNDER GROUND UNLESS OTHERWISE NOTED ON THESE PLANS. COORDINATE ROUTING WITH OTHER DISCIPLINES. ALL WORK SHALL COMPLY WITH THE CURRENT ACCEPTED EDITION OF THE ?PC, NFPA 99 AND ALL APPLICABLE CODES OF LOCAL JURISDICTION. SLOPE SOIL PIPE 1/4" PER FOOT IN DIRECTION OF FLOW, UNLESS NOTED OTHERWISE ON PLANS. SLOPE VENT PIPE 1/8" PER FOOT BACK TO FIXTURES. (E) GCO (E) FCO (E) FCO (E) 4" W (E) 2" V(E) 2" V (E) 3" W(E) 2" V (E) 4" W (E) FD (E) FD(E) FD (E) MSK (E) WC(E) LAV(E) LAV(E) WC (E) 4" W 11 3 3 4 4444 2 13 3 I.E. -6' 45 B (E) MSK (E) WC(E) LAV(E) LAV(E) WC GCO FCO (E) FCO (E) GCO (E) FD (E) FD (E) FD (E) 2" V (E) 2" V (E) 4" W (E) 3" W (E) 2" V (E) 2" V (E) 2" V (E) 2" W (E) 4" W 5 1 1 2 3 4 4 4 4 4 131 3 4" W 3 I.E. -4'-10" 6 4 5 B 1. 2. 3. 4. EXISTING 2" VENT UP. EXISTING 2" WASTE UP. DISCONNECT AND REMOVE EXISTING UNDERSLAB TO POINT INDICATED. PREPARE PIPE ENDS FOR RECONNECTION. PLUMBING FIXTURE SHALL REMAIN IN PLACE WITHOUT MODIFICATION. #DEMOLITION KEYNOTES 1. 2. 3. 4. 5. 6. EXISTING 2" VENT UP. EXISTING 2" WASTE UP. CONNECT TO EXISTING. FIELD VERIFY LOCATION AND ELEVATION. PLUMBING FIXTURE SHALL REMAIN IN PLACE WITHOUT MODIFICATION. PIPE CAP. OFFSET DOWN TO ROUTE PIPE BELOW FOOTING. SEE 3/A101 FOR MORE INFORMATION. #KEYNOTES AREA OF WORK TENANT TENANT TENANT TENANT TENANT PARKING GARAGE MENDENHALL ST BUS LANE KEYPLAN 1" = 60'-0" REVISIONS 2/19/2026 2:18:25 PM DWV PLANS P100 | Project# COB_TERM25_PGSWR | L:\COBozemanMT\COB_TERM25_PGSWR\BIMCAD\Revit 02.23.2026 © 2025 | ALL RIGHTS RESERVED CONSTRUCTIONDOCUMENTS OFFICE SEWER UPGRADECITY OF BOZEMANPARKING GARAGEPROJ# | COB_TERM25_PGSWRDESIGNED BY | MITCHELLDRAWN BY | MITCHELLREVIEWED BY | WHEAT 1/4" = 1'-0"P100 1FIRST FLOOR PLAN - WASTE & VENT 1/4" = 1'-0"P100 2 FIRST FLOOR PLAN - WASTE & VENT NORTH REF NORTH REF NORTH REF M AONTAN PAROFESSIONL E RN GINEER. ROGERWHEAT No. 19996 PE LICENS E D