Loading...
HomeMy WebLinkAbout037 BUILDING RH-10 FIRE SERVICE8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 6SD 6SD 6SD 6SD 6SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD BP BP BP BP BF BF BF BF BF NG NG NG NG BP BP BP BPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBP BP BP BP BP BP BP BP BPBFBFBFBFBFBFBFBFBFNGNGNG NG NG NG NG NGNGNGBP0+00 0+89PI: 0+80.59STA 0+05.00STA 0+07.50STA 0+28.79STA 0+48.71STA 0+49.03STA 0+51.03STA 0+53.03STA 0+56.96STA 0+61.91STA 0+88.71STA 0+84.53WSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS472047304740475047204730474047500+000+95STA 0+05.00STA 0+07.50ELEV = 4731.20STA 0+28.79STA 0+48.71ELEV = 4731.20STA 0+56.96ELEV = 4733.03STA 0+80.59ELEV = 4733.03STA 0+88.71STA 0+49.03STA 0+51.03STA 0+53.03STA 0+61.91STA 0+84.53STA 0+90.95ELEV = 4732.7690° VERT. BEND W/THRUST BLOCKSTA 0+05.00ELEV = 4730.958-IN WATER MAINBUILDING RH-10FIRE SERVICECCFWEHC5-14SheetNumber:© 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 205.10.2023BROWHOME 10(RH-10)N 25TH AVE FIRE SERVICE QUANTITY TABLEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT14" CLASS 51 DUCTILE IRON FIRE SERVICE.84LF2INSTALL 8" X 4" TEE AT 8" DUCTILE IRON WATER MAIN FOR A 4" DUCTILE IRONFIRE SERVICE CONNECTION.1EA3INSTALL FIRE SERVICE LINE PER COB STD. DRAWING 02660-12.1EA44" M.J. 90 DEG. BEND AND THRUST BLOCK1EA5STORM DRAIN CROSSING1EA64" M.J. GATE VALVE WITH ROAD BOX AND THRUST BLOCK1EA7CONTRACTOR TO TAKE TO +/- 5' FROM BUILDING. LICENSED PLUMBER SHALLCOMPLETE BUILDING CONNECTION.1EA8CONTRACTOR TO INSTALL TRENCH PLUG AT BUILDING FOUNDATION PERGEOTECHNICAL REPORT.1EA94" M.J. 11.25 DEG. BEND2EA10DRY UTILITY CROSSING5EAEXISTING GROUNDFINISHED GROUNDROWHOME 10 FINISHFLOOR ELEVATION: 4740.00SEE STRUCTURALROWHOME 10 (RH-10) FIRE SERVICESTA. 00+05 TO 00+88.71TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING4 IN. CLASS 51 DIP AWWA C151CLASS 1 SYSTEMENSURE 6.5'MIN. BURYOS&YVALVE0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET2.555102.55510SITE PLAN RC-2 05/2023 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED INACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARDSPECIFICATIONS, 7TH EDITION DATED APRIL 2021 (MPWSS); THECITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THEPROJECT SPECIFICATIONS.2.A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TOTHE START OF CONSTRUCTION. NO MATERIAL CHANGES MAY BEMADE TO THIS PLAN WITHOUT THE APPROVAL OF THE CITY OFBOZEMAN WATER/SEWER SUPERINTENDENT.3.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIESSHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTORSHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OFTHE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THEEXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLYPROVIDE PROTECTION WHEN LOCATION IS KNOWN.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 OFBOZEMAN SHALL BE OPERATED BY AUTHORIZED CITY OF BOZEMANPERSONNEL ONLY. CONTRACTOR SHALL COORDINATE WITH THECITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINESOWNED AND MAINTAINED BE THE CITY OF BOZEMAN.6.WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSEDPLUMBER.7.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING ANDVALVE BOXES IN ACCORDANCE WITH THE CITY OF BOZEMANMODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARDDRAWING 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 WITHTHE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITYOF BOZEMAN STANDARD DRAWING NO. 02660-1.9.IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAYBE PROVIDED UTILIZING MEGALUG; UNI-FLANGE; MJ FIELD LOKSERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ON JOINTS,MANUFACTURED BY US PIPE; SIGMA ONE LOK SERIES SLD,MANUFACTURED BY SIGMA CORPORATION; OR APPROVED EQUALFOR ALL FITTINGS THAT REQUIRE THRUST RESTRAINT, EXCEPTFOR CUT-IN OR TAPPING TEES (FOR MAINS OR SERVICES) ANDBENDS ON SERVICE LINES INSIDE BUILDING FOUNDATIONS,UNLESS SPECIFICALLY PROHIBITED BY THE CITY OF BOZEMAN. THEMECHANICAL RESTRAINTS SHALL BE INSTALLED IN ACCORDANCEWITH MANUFACTURER'S SPECIFICATIONS AND AT ALL JOINTS ASSPECIFIED BY THE ENGINEER.10.DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTEREDOVER ALL WATER MAINS, SERVICE LINES, AND HYDRANT LEADS.TAPE SHALL BE INSTALLED A MINIMUM OF EIGHTEEN INCHES (18")AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISHGRADE.11.THE FOUR (4") INCH FIRE SERVICE LINES SHALL BE INSTALLED INACCORDANCE WITH THE CITY OF BOZEMAN FIRE SERVICE LINESTANDARDS. THIS PLAN IS FOR CONSTRUCTION OF THE FOUR (4")INCH FIRE SERVICE LINE FROM THE PROPOSED WATER MAIN TOTHE OS&Y VALVE IN THE BUILDING.12.THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED, ANDTESTED TO A MINIMUM OF 200 PSI BY A SINGLE CONTRACTOR.OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE SHALLPROVIDE CONSTRUCTION OBSERVATION AND PREPARE THERECORD DRAWINGS. CONTRACTOR SHALL FILL OUT AND SUBMIT"CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FORUNDERGROUND PIPING".13.CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES,AND MANHOLES TO FINAL GRADE UPON COMPLETION OF ALLCONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OROTHERWISE DISTURBED BY THE CONTRACTOR ORSUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THECONTRACTOR. THIS WORK WAS INCIDENTAL TO THE PROJECT.GENERAL NOTES:265910101091041008312659109410101010983*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.FLUSHING REQUIREMENTS:1.ACCORDING TO THE NFPA 24, A FLOW RATE OF 390 GALLONS PER MINUTE IS REQUIRED FOR FLUSHING OF A 4-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: 4741.50BBBB