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Home My WebLink About005B_C-104 PLAN AND PROFILE - FIRE SERVICE LINEEWEWEWEWEWGGGGGG GEWEWOOOOOOOOOOOOOOOODYH24SD8W8W8W8W8W8W24SD24SD24SDBTBTBTBPBP6WNGNGNGNGBPBPBPBPBP24SD24SD24SD24SD24SD 24SD24SDWSWSWS6FS6FS1+001+750+580+006" - 90° BENDSTA 0+44.82, 0.00' LT8"x6" TEESTA 0+00.006" GATE VALVESTA 0+03.006" - 90° BENDSTA 0+08.008" X 4" - 90° REDUCER BENDSTA 0+00, 2.00' LTEND WATER MAINSEE SHEET C-101 FORDOMESTIC SERVICESTA 0+58.21CENTERLINE VERTICAL 6" PIPE(SEE MECHANICAL PLANS)PROPOSED 30' WIDEWATER MAIN EASEMENT481048154820482548304835481048154820482548304835FG-EG--0+20FG-4830.61EG-4827.950+00FG-4831.46EG-4828.98FG-EG-0+75STA 0+03.006" GATE VALVESTA 0+08.006" - 90° BENDSTA 0+44.826" - 90° BENDSTA 0+58.216" - 90° VERTICAL BENDSTA 0+00.00NEW 8" x 6" TEE C-104PLAN AND PROFILE - FIRESERVICE LINEProject Number:Drawn By:Reviewed By:Approved By:2200.049CJFMGHMGHGALLATIN COUNTYCOURTS615 SOUTH 16TH AVENUE,BOZEMAN, MONTANA, 597152200.049IssueDate08 JULY 2022CONSTRUCTION DOCUMENTSGALLATIN COUNTYGallatin County Commission311 West Main StreetBozeman, MT, 59715Telephone: 406-582-2300ThinkOne Architects101 E Main St. Studio 1Bozeman, MT, 59715T: 406-586-7020ArchitectAndersonMasonDale Architects, P.C.3198 Speer BoulevardDenver, CO 80211T: 303-294-9448Associate ArchitectMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Civil EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Structural EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Mechanical EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Plumbing EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Electrical Engineer11/9/2021 1:30:52 PM engineers surveyors planners scientistsMorrisonMaierleDesign 5 Landscape Architecture111 North Tracy AvenueBozeman, MT 59715T: 406-587-4873Landscape Architect02 AUGUST 2022ADD-02Morrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Fire Protection EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Technology Engineer26 OCTOBER 2022ADD-03EXISTING GRADEFINISHED GRADE6.5' MIN.COVERGENERAL NOTES1. All construction work on this project shall be completed in accordance with Montana Public WorksStandard Specifications, Sixth Edition, April 2010 MPWSS and City of Bozeman Modifications to the MontanaPublic Works Standard Specifications, Sixth Edition, March 2011, including all addendums.2. The Contractor shall restore all roadway/curb & gutter/sidewalk surfaces to equal or better condition thanexisted prior to excavation, as determined by Owner and the Engineer.3. The location, depth and size of existing utilities shown on these plans is approximate. The Contractorshall field verify the existence, location, depth, size, line and grade of existing utilities/connections prior toconstruction. The Contractor shall be solely responsible for any damage to the existing facilities due tofailure to locate or provide proper protection when location is known.4. The contractor shall adjust all valve boxes, curb boxes, and manholes to final grade upon completion of allconstruction. Any boxes or manholes damaged or otherwise disturbed by the contractor or anysubcontractor shall be repaired at the expense of the contractor. This work shall be incidental to the project,separate payment will not be made.5. Access for other contractors working on the site and emergency vehicles shall be preserved at all times.6. The contractor shall notify One Call @ 1-800-424-5555 for onsite utility location. All existing utilities shallbe marked before digging.7. The Contractor shall notify the Water Department a minimum of 24 hours prior to beginning any work.8. All existing or new valves which control the COB's water supply shall be operated by COB personnel only.9. Contractor shall field verify line and grade of existing connections.10. Contractor to preserve all existing survey monuments. Any survey monument disturbed or destroyed without Engineers approval to be replaced at contractors expense.11. Contractor may waste excess material at location designated by owner or haul material off site.12. All valves shall be installed with thrust blocking, and valve boxes in accordance with C.O.B. modificationsand C.O.B. detail 02660-3.13. All fittings including bends greater than 11-1/4 degrees, tees and plugs requiring thrust blocking shall beinstalled in conformance with C.O.B. Modifications and MPW detail 02660-1.14. 6-inch fire service line shall be installed in accordance with C.O.B.'s Fire Service Line Standard (Std.Dwg. No. 02660-13). These plans are for construction of the 6" fire service from the existing water main tothe OS&Y valve in the building. Coordinate with building's mechanical/plumbing plans and interior piping.15. The fire service line shall be installed, chlorinated and tested to a minimum of 200 psi by a singleContractor. Morrison-Maierle, Inc. shall provide construction observation and prepare the record drawingsand certificate of inspection for fire service line installation. Contractor shall fill out and submit "Contractor'sMaterial and Test Certificate For Underground Piping".16. Datum used is the City of Bozeman Datum.17. City of Bozeman to operate all valves and shall make tap of existing main. Contractor shall expose main,provide and install tapping tee and valve.18. A preconstruction conference shall be required prior to the start of construction. No changes may bemade to these plans without the approval of City Engineering and/or the City Water/Sewer Superintendent.19. Contractor is responsible for obtaining street cut permits prior to construction. Contractor shall backfill/install base material/slurry per street cut permit and/or as required by City of Bozeman Engineering.Pavement thickness to meet or exceed the existing pavement thickness (3-inch minimum).20. The Contractor shall restore all landscaping/irrigation disturbed or damaged during construction. Seedall disturbed areas with same type turf seed.QUANTITY SCHEDULE (FIRE SERVICE)FLUSHING REQUIREMENTSACCORDING TO THE NFPA 24, A FLOW RATE OF 880 GALLONS PER MINUTE ISREQUIRED FOR THE FLUSHING OF A 6-INCH FIRE SERVICE LINE. THEREFORE THEINSTALLING CONTRACTOR MUST PROVIDE AN ORIFICE SIZE OF AT LEAST 2.0 INCHESTO MEET THIS REQUIREMENT, GIVEN THE CURRENT PARAMETERS OF THE SYSTEM.EXISTING C.O.B. WATER MAIN PARAMETERS*8-INCH DUCTILE IRON PIPE IN CANNERY DISTRICT, EAST OF ELEVATED WATER TANKSTATIC PRESSURE (PSI)= 160RESIDUAL PRESSURE (PSI)= 140PITOT PRESSURE (PSI)= 116FLOW (GPM)=1520 W/1.75" NOZZLE*flow data obtained by C.O.B. personnel on January 17, 2020SYSTEM CLASSIFICATIONCLASS 1 SYSTEM*ALL ITEMS NOT NOTED CONSIDERED INCIDENTAL TO WORKREMOVE WATER SERVICE(SEE SHEET C-002 )REMOVE NATURAL GAS UTILITY(SEE SHEET C-002)0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET122410202040FIRE SERVICEINSTALL 67 L.F. 6" CLASS 51 D.I. WATER PIPETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING8" WATER MAINSEE SHEET C-103, WATER MAIN-CITEM NO.DESCRIPTIONESTIMATEDQUANTITYUNIT6" CLASS 51 DIP AWWA C151 FIRE SERVICE3EA10167LF1046" GATE VALVE1EA6" OS&Y FL x FL VALVE & ASSEMBLY1EA1031026" 90° BENDSEE MECHANICALPLANS FORCONTINUATIONOS&Y VALVEFINISHED FLOORELEV = 4831.60STA 0+55.09PROPOSED BUILDINGEXTERIOR WALLADD-03ADD-03ADD-03