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023 RH 1-8 WATER SERVICES
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWBPBPBPNGNGS33 S22 W BFBFBPBPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBFBFOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPTDBTVBTVWW8W6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SDBPBPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG FS FSBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGWSWS6SDBP FS FSWSWSWSWS FS FS6SD FSWS8SD FS FSWSWS FSWSWSW WWW WW WWWWWWWWWWWWWWW BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGSS O OS22 201BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGWWWWWWWWBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFOHP OHP OHP OHPT TVPPDBTVBTV8W 8W NG NGBPBPS 12SDS6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD FS FS >> >>>>> 15SD 8S6SDNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG NGBPBPBPBPBPBPBPBP BP BPBFBFNG NG BPBPBPBP FS FSWSWSWSWSBP FS FSWSWS BP FSWS FS FS 306015300SCALE IN FEETRH 1-8, 11, 12WATER SERVICESCCFWEHC4-5SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONSITE PLAN REVIEW - RC 102.17.2023ASITE PLAN REVIEW SUBMISSION08.31.20224SITE PLAN REVIEW - RC 205.10.2023BTSCHACHE LANEN 27TH AVEN 25TH AVETURBULENCE LN1124718920EXISTING CONDITION NOTESNO.DESCRIPTIONAPROTECT EXISTING WATER MAIN.BPROTECT EXISTING FIRE HYDRANT.CPROTECT EXISTING BURIED TELEVISION LINE.DPROTECT EXISTING BURIED FIBER LINE.EPROTECT EXISTING NATURAL GAS LINE.FPROTECT EXISTING ASPHALT, SIDEWALK AND CURB & GUTTER.CONSTRUCTION NOTESNO.DESCRIPTIONQTY.UNIT1INSTALL 1-1/2-IN TYPE K COPPER DOMESTIC WATER SERVICE WITHCURB VALVE AND CURB STOP, MINNEAPOLIS THREAD.68LF2INSTALL 1-1/2-IN TYPE K COPPER DOMESTIC WATER SERVICE WITHCURB VALVE AND CURB STOP, MINNEAPOLIS THREAD.66LF3INSTALL 1-1/2-IN TYPE K COPPER DOMESTIC WATER SERVICE WITHCURB VALVE AND CURB STOP, MINNEAPOLIS THREAD.66LF4INSTALL 1-1/2-IN TYPE K COPPER DOMESTIC WATER SERVICE WITHCURB VALVE AND CURB STOP, MINNEAPOLIS THREAD.**39LF5INSTALL 1-1/2-IN TYPE K COPPER DOMESTIC WATER SERVICE WITHCURB VALVE AND CURB STOP, MINNEAPOLIS THREAD.50LF6INSTALL 1-1/2-IN TYPE K COPPER DOMESTIC WATER SERVICE WITHCURB VALVE AND CURB STOP, MINNEAPOLIS THREAD.65LF7INSTALL 1-1/2-IN TYPE K COPPER DOMESTIC WATER SERVICE WITHCURB VALVE AND CURB STOP, MINNEAPOLIS THREAD.67LF8INSTALL 1-1/2-IN TYPE K COPPER DOMESTIC WATER SERVICE WITHCURB VALVE AND CURB STOP, MINNEAPOLIS THREAD.67LF9INSTALL 1-1/2-IN TYPE K COPPER DOMESTIC WATER SERVICE WITHCURB VALVE AND CURB STOP, MINNEAPOLIS THREAD.**58LF10INSTALL 1-1/2-IN TYPE K COPPER DOMESTIC WATER SERVICE WITHCURB VALVE AND CURB STOP, MINNEAPOLIS THREAD.64LFBBCCDD136112314161781910CONSTRUCTION NOTESNO.DESCRIPTIONQTY.UNIT11INSTALL 4-IN CLASS 51 DUCTILE IRON FIRE WATER SERVICE WITH 4-INMJ GATE VALVE WITH VALVE BOX.65LF12INSTALL 4-IN CLASS 51 DUCTILE IRON FIRE WATER SERVICE WITH 4-INMJ GATE VALVE WITH VALVE BOX.62LF13INSTALL 4-IN CLASS 51 DUCTILE IRON FIRE WATER SERVICE WITH 4-INMJ GATE VALVE WITH VALVE BOX.63LF14INSTALL 4-IN CLASS 51 DUCTILE IRON FIRE WATER SERVICE WITH 4-INMJ GATE VALVE WITH VALVE BOX.**39LF15INSTALL 4-IN CLASS 51 DUCTILE IRON FIRE WATER SERVICE WITH 4-INMJ GATE VALVE WITH VALVE BOX.50LF16INSTALL 4-IN CLASS 51 DUCTILE IRON FIRE WATER SERVICE WITH 4-INMJ GATE VALVE WITH VALVE BOX.62LF17INSTALL 4-IN CLASS 51 DUCTILE IRON FIRE WATER SERVICE WITH 4-INMJ GATE VALVE WITH VALVE BOX.64LF18INSTALL 4-IN CLASS 51 DUCTILE IRON FIRE WATER SERVICE WITH 4-INMJ GATE VALVE WITH VALVE BOX.64LF19INSTALL 4-IN CLASS 51 DUCTILE IRON FIRE WATER SERVICE WITH 4-INMJ GATE VALVE WITH VALVE BOX.**58LF20INSTALL 4-IN CLASS 51 DUCTILE IRON FIRE WATER SERVICE WITH 4-INMJ GATE VALVE WITH VALVE BOX.61LF21DRY UTILITY CROSSING10EA22STORM DRAIN CROSSING3EAROWHOME 6ROWHOME12AAD21212222GENERAL NOTES:SITE PLAN RC-2 05/2023 21212121AAAAA1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021(MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER,AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT ASAPPROVED BY AGENCY AND/OR ENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C2-1 FOR MORECOMPLETE DEPICTION OF EXISTING IMPROVEMENTS.5.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, ANDSIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATEOR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.6.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BEOPERATED BY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY.7.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.8.IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDED UTILIZINGMEGALUG; UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ONJOINTS, MANUFACTURED BY US PIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BYSIGMA CORPORATION; OR APPROVED EQUAL JOINT RESTRAINTS FOR ALL FITTINGS THATREQUIRE THRUST RESTRAINT, EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINS ORSERVICES) AND BENDS ON SERVICE LINES INSIDE BUILDING FOUNDATIONS, UNLESSSPECIFICALLY PROHIBITED BY THE CITY OF BOZEMAN. INSTALL THE MECHANICALRESTRAINTS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND AT ALLJOINTS AS SPECIFIED BY THE ENGINEER.9.INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL WATER MAINS, SERVICE LINES,AND HYDRANT LEADS. INSTALL TAPE A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUMOF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.10.PROVIDE CONCRETE THRUST BLOCKS FOR ALL FITTINGS, BENDS EQUAL OR GREATER TO22.5°, TEES, AND PLUGS IN CONFORMANCE WITH MPWSS AND CITY OF BOZEMANMODIFICATIONS TO MPWSS.11.PERFORM TESTING, CLEANING, AND DISINFECTING OF THE WATER MAIN IN ACCORDANCEWITH MPWSS SECTION 02660-3.4 AND THE CITY OF BOZEMAN STANDARD MODIFICATIONSTO THE MPWSS.12.SEE UTILITY NOTES, SHEET C0-1515*QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIESREQUIRED TO PERFORM THE WORK, COMPLETE.**QUANTITY ALREADY ACCOUNTED FOR IN THE WATER MAIN SHEETS.22SEE PLANVIEW FORNORTHARROWBC2121ROWHOME 5ROWHOME 4ROWHOME 3ROWHOME 2ROWHOME 1ROWHOME 7ROWHOME 8ROWHOME 11