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HomeMy WebLinkAbout019 TURBULENCE LANE WEST WATER MAINWW W W W W W WWWBPBPBPBPBPBPBPBPBPBP NGNGNGNGNGNGNGNGOHPPI: 40+26.54 PI: 41+0 0 . 4 3 PI: 43+07.968W8W8W8W8W8W8W 8W 8W 8W 8W 8S 8S 8S 8S 8S 8S8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W8W8W8WSS12SD12SD18SD18SD18SD18SD18SD18SD18SD18SD 18SD18SD18SDWS WS WS WS WS FS FS FS FS FS 6SD 6SD 6SD 6SD 6SD 6SD6SD6SD6SD 6SD 6SD 6SD6SD 6SD6SD6SD 6SD 6SD 6SD6SD6SD6SD6SD6SD6SD6SD 15SD 15SD 18SD 18SD 18SD 18SD 18SD 18SD8SD8SD8S8S8S8S8S8S8S8S8S8S8S8S 8S8S8SSSSSSS12SD 12SD 12SD 12SD BPBPNGNGBFBFBPBPBP BPBF BFNGNG BP BP BP BP BP BP BP BPBFBFBFBFBFBFBFBFNGNGNGNGNGNG NG NG NG NG NG NG NG NG 6W 6W BP BP BP BP BP BP BP BP BPBPBP BP BP BP S FS FSWSWSWSWS FS FSSSSSSS8SD8SD39+7540+0041+00 42+00 43+00 47354739STA 41+08.7847364 7 3 6STA 40+00.00STA 40+04.18STA 40+26.54STA 40+33.84STA 41+00.43STA 41+15.84STA 41+17.84STA 41+28.84STA 42+68.96STA 42+78.96STA 42+81.46STA 40+06.19474047204730474047504720473047404750FG - 4734.85EG - 4734.7439+75FG - 4734.94EG - 4734.4140+00FG - 4735.19EG - 4734.50 FG - 4735.59 EG - 4734.8441+00FG - 4735.87 EG - 4735.32 FG - 4736.19 EG - 4735.2742+00FG - 4736.50 EG - 4735.38 FG - 4736.76 EG - 4735.0543+00FG - 4737.01 EG - 4734.6743+50 INV - INV - 4726.29 INV - 4726.86 INV - 4727.44 INV - 4728.01 INV - 4728.59 INV - 4729.17 INV - 4729.53 INV - 4728.91 STA 40+33.84STA 40+26.30STA 41+00.43STA 41+15.84STA 41+28.84STA 42+68.96STA 42+78.96STA 42+81.46STA 40+04.18STA 40+06.19STA 41+17.84STA 41+08.780VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533610202040TURBULENCE LANEWEST WATER MAINCCFWEHC4-1SheetNumber:© 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 205.10.2023BEXISTING CONDITION NOTESNO.DESCRIPTIONAPROTECT EXISTING WATER MAIN.BPROTECT EXISTING FIRE HYDRANT.CPROTECT EXISTING BURIED POWER LINE.DPROTECT EXISTING BURIED NATURAL GAS LINE.EPROTECT EXISTING ASPHALT, SIDEWALK AND CURB & GUTTER.CONSTRUCTION NOTESNO.DESCRIPTIONQTY.UNIT1CONNECT TO EXISTING WATER MAIN.1EA2INSTALL 8-IN MJ GATE VALVE WITH VALVE BOX.2EA3INSTALL 8-IN 11.25° BEND.2EA4INSTALL 8-IN CLASS 51 DUCTILE IRON WATER MAIN.300LF5INSTALL 4-IN CLASS 51 DUCTILE IRON DOMESTIC WATER SERVICEWITH 4-IN MJ GATE VALVE WITH VALVE BOX.125LF6INSTALL 6-IN CLASS 51 DUCTILE IRON FIRE WATER SERVICE WITH 6-INMJ GATE VALVE WITH VALVE BOX.120LF7INSTALL FIRE HYDRANT ASSEMBLY. TEE, AUXILLARY VALVE, VALVEBOX, HYDRANT, FITTINGS AND PIPING.2EA8STORM DRAIN CROSSING. MAINTAIN 18-IN MIN. VERTICALSEPARATION.2EA9SANITARY SEWER MAIN CROSSING. MAINTAIN 18-IN MIN. VERTICALSEPARATION.1EA10DRY UTILITY CONDUIT CROSSING.3EA11INSTALL 1-1/2-IN TYPE K COPPER DOMESTIC WATER SERVICE WITHCURB VALVE AND CURB STOP, MINNEAPOLIS THREAD.39LF*QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIES REQUIRED TOPERFORM THE WORK, COMPLETE.DBCDEE4128STA:40+00.00TURBULENCE LANEN 25TH AVE SITE PLAN RC-2 05/2023 EXISTING GRADEFINISHED GRADEFLAT 2(FL-2)TURBULENCE LANE WATER MAINSTA. 40+00 TO 43+00TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING8 IN. CLASS 51 DIP AWWA C151ENSURE 6.5' MIN. BURY410ROWHOME 3(RH-3)ROWHOME 4(RH-4)FLAT 3(FL-3)CLUBHOUSE (AM-1)10ACDA1.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 C0-1GENERAL NOTES:MATCH LINE STA 43+00 SEE C4-2 HYDRANT TABLESTA.BURY ELEV.BARREL LENGTHLEADER LENGTH41+28.844736.267.5 FT32 FT42+81.464737.028.5 FT6 FT93215393878273768271151166ROWHOME 9(RH-9)18" MIN.18" MIN.6N 27TH AVE BBB