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HomeMy WebLinkAbout021 N 25 AVE SOUTH WATER MAINWWWWWWWBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBF24+8225+0026+00 27+ 0 0 28+00 29+00 PI: 27+71.07PI: 25+00.00PI: 25+95.30STA 25+00.00STA 25+39.94STA 26+14.42STA 27+58.08STA 28+87.59STA 25+08.00STA 25+08.76STA 27+85.97STA 27+91.81STA 27+93.8147394738STA 25+12.29STA 25+34.11STA 25+36.12STA 27+32.84STA 27+34.85STA 25+95.30STA 27+70.626W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPS12SD12SD12SD12SD12SD12SD12SD12SD12SD18SD18SD18SD18SD18SD18SD18SD18SDSSSS6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD18SD8S8SWSWSWSWSWSNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFNGNGBPBPBPBFNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGNGNGBPBPBPBP FS FSWSWSBP FS FS FS FS WS WS WS WS FS FS FSWSWSWS6SD4720473047404750FG - 4741.59EG - 4741.4424+82FG - 4741.66EG - 4741.8225+00FG - 4740.66EG - 4739.92FG - 4739.91EG - 4743.0426+00FG - 4739.58 EG - 4738.07 FG - 4739.05 EG - 4737.3127+00FG - 4738.55 EG - 4736.86 FG - 4738.09 EG - 4736.4228+00FG - 4737.63 EG - 4736.08 FG - 4737.19 EG - 4735.6529+00 INV - INV - 4732.67 INV - 4732.32 INV - 4732.00 INV - 4731.63 INV - 4731.26 INV - 4730.91 INV - 4730.54 INV - 4730.20 INV - 4729.86 STA 25+34.11STA 25+36.12STA 27+32.84STA 27+34.85STA 27+58.08STA 27+71.07STA 27+85.97STA 27+91.81STA 27+93.81STA 25+00.00STA 25+39.94STA 26+14.42STA 27+70.62STA 28+87.59EXISTING CONDITION NOTESNO.DESCRIPTIONAPROTECT EXISTING WATER MAIN.BREMOVE AND RELOCATE EXISTING FIRE HYDRANT.CPROTECT EXISTING BURIED POWER LINE.DPROTECT EXISTING BURIED FIBER LINE.EPROTECT EXISTING ASPHALT, SIDEWALK AND CURB & GUTTER.FPROTECT EXISTING NATURAL GAS LINE.CONSTRUCTION NOTESNO.DESCRIPTIONQTY.UNIT1CONNECT TO EXISTING WATER MAIN.1EA2INSTALL 8-IN MJ GATE VALVE WITH VALVE BOX.1EA3INSTALL 8-IN 22.5° BEND.2EA4INSTALL 8-IN CLASS 51 DUCTILE IRON WATER MAIN.400LF5INSTALL 1-1/2-IN TYPE K COPPER DOMESTIC WATER SERVICE WITHCURB VALVE AND CURB STOP, MINNEAPOLIS THREAD.219LF6INSTALL 2-IN TYPE K COPPER DOMESTIC WATER SERVICE WITH CURBVALVE AND CURB STOP, MINNEAPOLIS THREAD.310LF7STORM DRAIN CROSSING. MAINTAIN 18-IN MIN. VERTICALSEPARATION.4EA8INSTALL 4-IN CLASS 51 DUCTILE IRON FIRE WATER SERVICE WITH 4-INMJ GATE VALVE WITH VALVE BOX.215LF9INSTALL FIRE HYDRANT ASSEMBLY. TEE, AUXILLARY VALVE, VALVEBOX, HYDRANT, FITTINGS AND PIPING.1EAN 25 AVE SOUTHWATER MAINCCFWEHC4-3SheetNumber:© 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 FEET1.53361020204012CD77667ABE712C73STA 25+95.30777TSCHACHE LANE N 25TH AVETURUBULENCE LANE458 SITE PLAN RC-2 05/2023 EXISTING GRADEFINISHED GRADEROWHOME 11(RH-11)ROWHOME 10(RH-10)FLAT 3(FL-3)NORTH 25TH AVENUESOUTH WATER MAINSTA. 25+00 TO 29+00TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING8 IN. CLASS 51 DIP AWWA C151ENSURE 6.5' MIN. BURY44ROWHOME 8(RH-8)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 CO-1GENERAL NOTES:MATCH LINE STA 29+00 SEE C4-4F858533858563658D18" MIN.18" MIN.18" MIN.18" MIN.EHYDRANT TABLEBURY ELEV.BARREL LENGTHLEADER LENGTH4741.648.5 FT17 FT*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.9FSTA 25+08.00STA 25+08.76STA 25+12.29BBBB