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HomeMy WebLinkAbout022 N 25 AVE NORTH WATER MAIN47104720473047404710472047304740FG - 4737.19EG - 4735.6529+00FG - 4736.69EG - 4734.98FG - 4735.84EG - 4735.4330+00FG - 4735.04EG - 4734.87 FG - 4734.24 EG - 4733.7931+00FG - 4733.43 EG - 4732.98 FG - 4732.71 EG - 4732.4532+00FG - 4731.87 EG - 4731.96 FG - 4731.16 EG - 4731.4033+00FG - 4730.74 EG - 4730.68 FG - EG -33+70 INV - 4729.86 INV - 4729.51 INV - 4728.66 INV - 4727.80 INV - 4726.99 INV - 4726.19 INV - 4725.38 INV - 4724.58 INV - 4723.77 INV - 4719.22 INV -STA 29+38.59STA 29+22.09STA 29+48.59STA 29+84.34STA 30+21.21STA 30+24.41STA 31+41.54STA 32+52.12STA 32+54.62STA 33+06.25STA 33+29.27STA 33+32.36STA 33+37.90STA 33+40.93STA 33+52.94STA 33+56.50STA 33+59.20STA 33+46.25STA 30+30.38SSS30 SSBFWW8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S 8W8W8W8W8W8W8W8W8W8W8WBPBPBPSSS12SD12SD15SD15SD18SD18SD18SD18SD15SD15SD12SD12SD12SD12SD FS6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SDSSSSSSSSSS15SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD24SD24SD24SD24SD8SD8SD8S8S8S8S8S8S8SWSWSWSWS FS FS FSSSSSSSSSSSBPBPBPNGNGNGNGBFBFBFBFNGBPBPBPBPNGNGNGBFBFBFBFBPBPBPBPBFBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPNGNGNGBFBFBFBFBPBPBPBPNGNGNGSBPBPBPBPBPBPNGNG WSWS FS FSSSSSSSSSSSWSWSWS FS FS FS29+0030+00 31+00 32+00 33+00473647 3 5 4 7 3 4 4 7 3 3 4 7 3 2 4731STA 29+22.09STA 29+38.59STA 30+30.38STA 31+41.54STA 33+29.27STA 33+32.36STA 30+21.21STA 30+24.41STA 33+46.25STA 32+52.12STA 32+54.62STA 33+56.50STA 29+48.59STA 29+84.34STA 33+04.15STA 33+06.25STA 33+08.35STA 33+37.90STA 33+40.93STA 33+52.94EXISTING 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.UNIT1CONNECT TO EXISTING WATER MAIN.1EA2INSTALL 8-IN MJ GATE VALVE WITH VALVE BOX.3EA3INSTALL 8-IN 90° BEND AND THRUST BLOCK.1EA4DRY UTILITY CONDUIT CROSSING.3EA5INSTALL 8-IN CLASS 51 DUCTILE IRON WATER MAIN.460LF6INSTALL 4-IN CLASS 51 DUCTILE IRON DOMESTIC WATER SERVICEWITH 4-IN MJ GATE VALVE AND VALVE BOX.168LF7INSTALL 6-IN CLASS 51 DUCTILE IRON FIRE WATER SERVICE WITH 6-INMJ GATE VALVE AND VALVE BOX.106LF8STORM DRAIN CROSSING. MAINTAIN 18-IN MIN. VERTICALSEPARATION.2EA9SANITARY SEWER SERVICE CROSSING. MAINTAIN 18-IN MIN.VERTICAL SEPARATION.2EA10INSTALL 2-IN TYPE K COPPER DOMESTIC WATER SERVICE WITH CURBVALVE AND CURB STOP, MINNEAPOLIS THREAD.62LF11INSTALL 4 X 8-IN MJ CROSS AND THRUST BLOCK.1EA12INSTALL 8-IN 45° BEND AND THRUST BLOCK3EAN 25 AVE NORTHWATER MAINCCFWEHC4-4SheetNumber:© 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 FEET1.533610202040ABCEDF82967876586798763121122N 25TH AVETURUBULENCE LANE TRADE WIND LANE9611 SITE PLAN RC-2 05/2023 EXISTING GRADEFINISHED GRADE2FLAT 2 (FL-2)106103CLUBHOUSE(AM-1)GEARGARAGE(AM-3)FLAT 1(FL-1)55NORTH 25TH AVENUE WATER MAINSTA. 29+00 TO 33+59.20TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING8 IN. CLASS 51 DIP AWWA C151ENSURE 6.5' MIN. BURY9PROVIDE HORIZONTAL BEND, MAINTAIN 11 FOOT SEPARATION FROM SEWER MAIN AND 3' FROM STORM INLET STRUCTURE4*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.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 LINE STA 29+00SEE C4-3 4121218" MIN.18" MIN.18" MIN.18" MIN.MAINTAIN 3' EDGE TO EDGESEPARATION WITH STORMINLET. UTILIZE PIPEDEFLECTION.1212STA 33+59.2021