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HomeMy WebLinkAbout024 FL-1 FIRE SERVICES S S S S S SSSSS30SSWWW8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8S8S8S8S8S8S8S8S 15SD15SD15SD15SD15SD15SD15SD15SD15SDWW24SD24SD24SD24SD24SD24SD24SD24SD24SD24SD24SD24SDBPSSSSSSSS SSSSSSSSSSSSSSSSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWS FS FS FS FS FS FS FS FS FS FS FS FS FS0+00 0+66STA 0+07.50STA 0+05.00STA 0+16.44STA 0+31.49STA 0+65.98472047304740475047204730474047500+000+80STA 0+05.00ELEV=4723.12STA 0+07.50ELEV=4723.29STA 0+69.50ELEV=4723.3390° VERT. BEND W/THRUST BLOCK1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED INACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARDSPECIFICATIONS, 7TH EDITION DATED APRIL 2021 (MPWSS); THE CITY OFBOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2.A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THESTART OF CONSTRUCTION. NO MATERIAL CHANGES MAY BE MADE TOTHIS PLAN WITHOUT THE APPROVAL OF THE CITY OF BOZEMANWATER/SEWER SUPERINTENDENT.3.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ONTHESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THEEXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLEFOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TOLOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION ISKNOWN.4.DIMENSIONS SHOWN FOR PIPE LENGTHS ARE MEASURED FROMCENTER-OF-JUNCTION TO CENTER-OF-JUNCTION FOR PAYMENTPURPOSES.5.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMANSHALL BE OPERATED BY AUTHORIZED CITY OF BOZEMAN PERSONNELONLY. CONTRACTOR SHALL COORDINATE WITH THE CITY ENGINEERPRIOR TO CONNECTING TO EXISTING WATER LINES OWNED ANDMAINTAINED BE THE CITY OF BOZEMAN.6.WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.7.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVEBOXES IN ACCORDANCE WITH THE CITY OF BOZEMAN MODIFICATIONS TOTHE MPWSS AND CITY OF BOZEMAN STANDARD DRAWING NO. 02660-3.8.ALL FITTINGS REQUIRING THRUST BLOCKING, INCLUDING BENDSGREATER THAN TWENTY TWO AND ONE-HALF DEGREES (22.5°), TEES,AND PLUGS, SHALL BE INSTALLED IN CONFORMANCE WITH THE CITY OFBOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMANSTANDARD DRAWING NO. 02660-1.9.IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BEPROVIDED UTILIZING MEGALUG; UNI-FLANGE; MJ FIELD LOK SERIES DI;FIELD LOK 350 GASKETS FOR PUSH-ON JOINTS, MANUFACTURED BY USPIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BY SIGMACORPORATION; OR APPROVED EQUAL FOR ALL FITTINGS THAT REQUIRETHRUST RESTRAINT, EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINSOR SERVICES) AND BENDS ON SERVICE LINES INSIDE BUILDINGFOUNDATIONS, UNLESS SPECIFICALLY PROHIBITED BY THE CITY OFBOZEMAN. THE MECHANICAL RESTRAINTS SHALL BE INSTALLED INACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND AT ALLJOINTS AS SPECIFIED BY THE ENGINEER.10.DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTERED OVER ALLWATER MAINS, SERVICE LINES, AND HYDRANT LEADS. TAPE SHALL BEINSTALLED A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OFTWENTY-FOUR INCHES (24") BELOW FINISH GRADE.11.THE SIX INCH (6") FIRE SERVICE LINE SHALL BE INSTALLED INACCORDANCE WITH THE CITY OF BOZEMAN FIRE SERVICE LINESTANDARDS. THIS PLAN IS FOR CONSTRUCTION OF THE SIX INCH (6")FIRE SERVICE LINE FROM THE PROPOSED WATER MAIN TO THE OS&YVALVE IN THE BUILDING.12.THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED, ANDTESTED TO A MINIMUM OF 200 PSI BY A SINGLE CONTRACTOR. OWNEROR OWNER'S AUTHORIZED REPRESENTATIVE SHALL PROVIDECONSTRUCTION OBSERVATION AND PREPARE THE RECORD DRAWINGS.CONTRACTOR SHALL FILL OUT AND SUBMIT "CONTRACTOR'S MATERIALAND TEST CERTIFICATE FOR UNDERGROUND PIPING".13.CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, ANDMANHOLES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION.ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BYTHE CONTRACTOR OR SUBCONTRACTOR SHALL BE REPAIRED AT THEEXPENSE OF THE CONTRACTOR. THIS WORK WAS INCIDENTAL TO THEPROJECT.GENERAL NOTES:FL-1 FIRE SERVICECCFWEHC5-1SheetNumber:© 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 205.10.2023BTRADE WIND LANEN 25TH AVE FLAT 1(FL-1)FIRE SERVICE QUANTITY TABLENO.DESCRIPTIONESTIMATED QTY.UNIT16" CLASS 51 DUCTILE IRON FIRE SERVICE.61LF2CONNECT TO 8" x 6" TEE WITH A 6" DUCTILE IRON FIRE SERVICE.1EA3INSTALL FIRE WATER SERVICE LINE PER COB STD. DRAWING 02660-12.1EA4SEWER MAIN CROSSING.1EA5STORM MAIN CROSSING.1EA6INSTALL 6" MJ GATE VALVE WITH ROAD BOX AND THRUST BLOCK.1EA7CONTRACTOR TO TAKE TO +/- 5' FROM BUILDING. LICENSED PLUMBER SHALLCOMPLETE BUILDING CONNECTION.1EA8CONTRACTOR TO INSTALL TRENCH PLUG AT BUILDING FOUNDATION PERGEOTECHNICAL REPORT1EA11245STA. 00+05.00STA. 00+16.44STA. 00+31.493STA. 00+65.98EXISTING GROUNDFINISHED GROUNDFL-1 FINISHFLOORELEV: 4733.30ENSURE 6.5' MIN. BURY6FLAT 1 (FL-1) FIRE SERVICESTA. 00+05 TO 00+65.98TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING6 IN. CLASS 51 DIP AWWA C151CLASS 1 SYSTEMOS&Y VALVESEE DETAIL 02660-13,SHEET C1-30VERT. SCALE IN FEET0HORIZ. SCALE IN FEET2.555102.55510SITE PLAN RC-2 05/2023 26354*QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIES REQUIRED TO PERFORM THE WORK, COMPLETE.7878FLUSHING REQUIREMENTS:1.ACCORDING TO THE NFPA 24, A FLOW RATE OF 880 GALLONS PER MINUTE IS REQUIRED FOR FLUSHING OF A 6-INCH FIRE SERVE LINE.THEREFORE, THE INSTALLING CONTRACTOR MUST PROVIDE AN ORIFICE SIZE OR MULTIPLE ORIFICES NECESSARY TO MEET THISREQUIREMENT BASED ON THE CURRENT PARAMETERS OF THE SYSTEM.2.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FLOW TEST DATE AND PREPARING HYDRAULIC CALCULATIONS.BOTTOM OF FLANGEELEV: 4734.808-IN WATER MAIN