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HomeMy WebLinkAbout020 TURBULENCE LANE EAST WATER MAINO O O O O O O O O O O ONGNGNGNGNGNG8W8W8W8W8W8W8W8W8W8W8W8S8S8S8S8S8S8S8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WSS12SD12SD 12SD18SD18SD18SD18SD FS FS FSWSWSWS12SD12SD12SD12SD12SD12SD12SD 6SD6SD >>>>>>>>>>6SD 6SD 6SD6SD6SD 6SD 6SD6SD6SD6SD >> > > > > > > > > > > > > > > > > > > > > > >>> > > > > >>> 15SD 15SD 18SD 18SD 18SD 18SD 18SD 18SD FS FS FS FS WS WS WS WS 8S 8S 8S 8S8S8S8S8SWSWSWSWSWSSSSSSSBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGBFBFBFBFBFBFBFBFBFBFBFBFBFBFBPBPBPBPBPBPBPBF BFNG BP BP BP BP BP BP BP BP BPBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNG >SWSWS FS FSSSSSSSPI: 43+07.96PI: 43+96.87 PI: 45+70.22 43+0044+00 45+00 46+00 46+2747364 7 3 5 4 7 3 4 473647354736STA 43+24.96STA 43+30.79STA 43+31.77STA 43+41.64STA 43+43.39472047304740472047304740FG - 4736.50EG - 4735.3842+50FG - 4736.76EG - 4735.0543+00FG - 4737.01EG - 4734.67FG - 4736.05EG - 4733.4144+00FG - 4735.40 EG - 4732.31 FG - 4734.80 EG - 4730.9445+00FG - 4734.19 EG - 4729.81 FG - 4733.82 EG - 4730.3146+00FG - 4733.60 EG - 4730.8246+27 INV - 4729.17 INV - 4729.53 INV - 4728.91 INV - 4728.18 INV - 4727.44 INV - 4726.71 INV - 4725.97 INV - 4725.24 INV -STA 43+37.09STA 43+51.96STA 44+31.54STA 45+31.84STA 45+71.08STA 43+07.96STA 43+19.96STA 43+24.96STA 43+41.64STA 43+43.39STA 43+96.87STA 44+91.11STA 45+70.22STA 46+02.19STA 43+30.79STA 43+31.77STA 44+89.22STA 44+24.04EXISTING CONDITION NOTESNO.DESCRIPTIONAPROTECT EXISTING WATER MAIN.BPROTECT EXISTING FIRE HYDRANT.CMINIMIZE DISTURBANCE TO EXISTING WETLAND.DPROTECT EXISTING ASPHALT, SIDEWALK AND CURB & GUTTERCONSTRUCTION NOTESNO.DESCRIPTIONQTY.UNIT1CONNECT TO EXISTING WATER MAIN.1EA2INSTALL 8-IN MJ GATE VALVE WITH VALVE BOX.2EA3INSTALL 8-IN 11.25° BEND.2EA4INSTALL 4 X 8-IN MJ CROSS AND THRUST BLOCK.1EA5INSTALL 8-IN CLASS 51 DUCTILE IRON WATER MAIN.303LF6CULVERT CROSSING. MAINTAIN 18-IN MIN. VERTICAL SEPARATION.2EA7INSTALL 2-IN TYPE K COPPER DOMESTIC WATER SERVICE WITH CURBVALVE AND CURB STOP, MINNEAPOLIS THREAD.58LF8INSTALL 6-IN CLASS 51 DUCTILE IRON FIRE WATER SERVICE WITH 6-INMJ GATE VALVE WITH VALVE BOX.153LF9INSTALL 4-IN CLASS 51 DUCTILE IRON DOMESTIC WATER SERVICEWITH 4-IN MJ GATE VALVE WITH VALVE BOX.144LF10STORM DRAIN CROSSING. MAINTAIN 18-IN MIN. VERTICALSEPARATION.2EA11SANITARY SEWER MAIN CROSSING. MAINTAIN 18-IN MIN. VERTICALSEPARATION.1EA12DRY UTILITY CONDUIT CROSSING.3EA13INSTALL 8-IN 45° BEND AND THRUST BLOCK4EATURBULENCE LANEEAST WATER MAINCCFWEHC4-2SheetNumber:© 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 205.10.2023B0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533610202040ABCCD1233457981010116STA: 43+07.96STA: 43+19.96STA 43+37.09STA: 44+31.54STA: 44+24.04STA: 44+89.22STA: 44+91.11STA: 45+31.844211103310798612TURBULENCE LANEN 27TH AVE SITE PLAN RC-2 05/2023 EXISTING GRADEFINISHED GRADEFLAT 2(FL-2)CLUBHOUSE(AM-1)ENSURE 6.5' MIN. BURY55TURBULENCE LANE WATER MAINSTA. 43+00 TO 46+02.19TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING8 IN. CLASS 51 DIP AWWA C1516STA: 45+71.09STA: 46+02.19STA: 45+70.2212STA: 43+51.96126FLAT 3(FL-3)ROWHOME9 (RH-9)SINGLE UNIT 1 (SU-1)*QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIES REQUIREDTO PERFORM THE WORK, COMPLETE.1.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 LINESTA 43+00 SEE C4-12131313131318" MIN.18" MIN.18" MIN.18" MIN.131313BB