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HomeMy WebLinkAboutBaxter Creek Condos Fire Service Line Record DrawingWWWWWWWS WS WSWSWSWSFIREFIREFIREFIREFIREFIREFIREFIREFIREFIREFIREFIREFIREFIREFIRE0+00 0+87PI 0+14.94 PI 0+49.80 WWWWWWWWWWWSTA 0+14.96 NEW 112" HORIZ 90° BEND STA 0+09.66 NEW 112" VERT 90° BEND STA 0+49.85 NEW 112" CURB STOP STA 0+76.70 8" X 112" TAPPING TEE SADDLE 472847294727 4727 4728472947304731 47 3 2 4725 4725472 54726 4715 4720 4730 4715 4720 4730 FG-4729.26EG-4724.700+00 FG-4727.97EG-4727.37FG-4727.16EG-4727.440+87 STA 0+09.66 NEW 112" 90° VERTICAL BEND W/ THRUST BLOCKING INV = 4720.06 STA 0+14.96 NEW 112" 90 ° HORIZONTAL BEND W/ THRUST BLOCKING INV = 4720.06 STA 0+49.85 NEW 112" CURB STOP INV ELEV = 4720.06 STA 0+76.70 8' x 112" TAPPING SADDLE 8" INV 4719.73 CONTRACTOR TO VERIFY ELEV AND LOCATION 1' MIN TO 2' MAX ABOVE FINISHED FLOOR FLANGE TO BE THREADED ON STANDPIPE, MJ TO FLANGE ADAPTERS NOT ACCEPTABLE (TYPICAL FOR ALL RISER CONFIGURATIONS) 3/4" MIN. REDI ROD, INSTALLED IN EVERY OTHER AVAILABLE MJ BOLT HOLES (TYP) - 5/8" RODS ACCEPTABLE FOR 4" LINES FLOOR 4" OR LARGER CLASS 51 DUCTILE IRON PIPE (TYP) MECHANICAL JOINTMAIN TAPPING TEE & VALVE, OR INSTALL VALVE AT PROPERTY LINE (TYPICAL FOR ALL RISER CONFIGURATIONS) THRUST BLOCK 90° BEND WITH THRUST BLOCK FLANGED OS&Y VALVE 1' MIN TO 2' MAX ABOVE FINISHED FLOOR FLANGED OS&Y VALVE PROVIDE FLEXIBLE, WATER-TIGHT CONNECTION FOR ALL WALL OR FLOOR PIPE PENETRATIONS. MECHANICAL JOINT 90° BEND WITH THRUST BLOCK FLOOR FLANGED OS&Y VALVE 1' MIN TO 2' MAX 2' MIN TO 3' MAX CLEARANCE ABOVE FINISHED FLOOR COATED STEEL WALL PLATE, 5/16" MINIMUM THICKNESS CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF DOUBLE CHECK VALVE ASSEMBLY 1.THE FIRST FITTING INSIDE OF THE BUILDING SHALL BE A UL LISTED FLANGED KENNEDY OR MUELLER OS&Y VALVE THE SAME SIZE AS THE FIRE SERVICE LINE. 2.ALL DOUBLE CHECK VALVE ASSEMBLIES SHALL BE: A.UL OR FM LISTED. B.APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR CROSS CONNECTION CONTROL AND HYDRAULIC RESEARCH (USCFCCCHR) FOR OPERATION IN THE PROPOSED POSITION (VERTICAL OR HORIZONTAL) AS SHOWN ON APPROVED PLANS. C.INSTALLED AS SHOWN ON THE APPROVED PLANS. 3.A FLOW DETECTION DEVICE SHALL BE INSTALLED IMMEDIATELY FOLLOWING THE DOUBLE CHECK VALVE ASSEMBLY (ALARM CHECK VALVE, FLOW SENSOR/ALARM, METER, ETC.) AS SHOWN ON THE APPROVED PLANS. PADDLE-TYPE FLOW ALARMS NOT PERMITTED ON DRY SYSTEMS. 4.A DOUBLE DETECTOR CHECK VALVE ASSEMBLY MAY BE USED WITH A STANDARD CITY OF BOZEMAN METER. THE METER LOOP OF THE DOUBLE DETECTOR ASSEMBLY SHALL HAVE A DOUBLE CHECK VALVE ASSEMBLY INSTALLED WHICH MEETS THE SAME INSTALLATION CRITERIA SPECIFIED ABOVE IN REQUIREMENT NUMBER TWO. 5.HORIZONTAL INSTALLATIONS MUST BE A MINIMUM OF TWO FEET (2') ABOVE THE FINISHED FLOOR. 6.THE FIRE SERVICE RISER MUST BE A MINIMUM OF TWO FEET (2') FROM ANY OUTSIDE WALL. 7.THE INCOMING FIRE SERVICE LINE SHALL BE A MINIMUM OF 6.5' AND A MAXIMUM OF 7.5' BELOW THE FINISHED GRADE. 8.ALL FIRE SERVICE LINE APPURTENANCES SHALL HAVE A MINIMUM PRESSURE RATING OF 175 PSI. 9.ALL FIRE SERVICE LINES FOUR INCHES (4") AND LARGER SHALL BE CLASS 51 DUCTILE IRON PIPE. 10.LINE SIZING: THE DOUBLE CHECK VALVE ASSEMBLY SHALL BE EQUAL IN SIZE TO BOTH THE INCOMING PIPE DIAMETER (UPSTREAM) AND OUTGOING PIPE DIAMETER (DOWNSTREAM). DOUBLE CHECK VALVE (MIN. REQUIREMENT) AS INDICATED ON APPROVED PLAN(S) NO PRESSURE GAUGES OR PRESSURE GAUGE FITTINGS WILL BE ALLOWED ON THE TEST PORTS OF ANY BACKFLOW PREVENTION ASSEMBLY. ONLY FITTINGS ALLOWED BETWEEN FIRST OS&Y VALVE AND BACKFLOW ASSEMBLY TO BE 90° BEND DOUBLE CHECK VALVE (MIN. REQUIREMENT) AS INDICATED ON APPROVED PLAN(S) DOUBLE CHECK VALVE (MIN. REQUIREMENT) AS INDICATED ON APPROVED PLAN(S) 10'-0" MAX* MECHANICAL JOINTOUTSIDE WALL*PER NFPA-24 FIG A.10.6.3.1 WALLVERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\10657\001 - BAXTER CREEK\ACAD\SHEETS\CIVIL\10657.001-FIRE SERVICE.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle PLOTTED BY:ROSIE NICKELSON ON Aug/15/2024 BAXTER CREEK CONDOS 1051 BAXTER CREEK WAY PHASE 12 - 5 PLEXBOZEMAN MONTANA FIRE SERVICE LINE 10657.001 1 FS-1 RSN RSN JAU 8/14/24   ALL ESTIMATED QUANTITIES ARE APPROXIMATE AND ARE TO BE USED ONLY AS A BASIS FOR ESTIMATING THE PROBABLE COST OF THE WORK AND FOR THE PURPOSE OF COMPARING BIDS SUBMITTED FOR THE WORK. THE ACTUAL AMOUNT OF WORK DONE AND MATERIALS FURNISHED UNDER UNIT PRICE ITEMS MAY DIFFER FROM THE ESTIMATED QUANTITIES. STATIONING FOLLOWS CENTERLINE OF PROPOSED FIRE SERVICE LINE. INSTALL FIRE AND WATER SERVICES IN THE SAME TRENCH. QUANTITY SCHEDULE ITEM DESCRIPTION ESTIMATED UNIT No. QUANTITY 101 1 1/2-INCH STRAIGHT TYPE "K" COPPER PIPE 102 1 1/2-INCH CURB STOP 103 1 1/2-INCH 90° BEND 104 1 1/2-INCH OS&Y FL X FL VALVE & ASSEMBLY (NIBCO T-104 OS&Y VALVE) 67 1 *ALL ITEMS NOT NOTED CONSIDERED INCIDENTAL TO WORK FLUSHING REQUIREMENTS ACCORDING TO THE NFPA 24, A FLOW RATE OF 100 GALLONS PER MINUTE IS REQUIRED FOR THE FLUSHING OF A 1 1/2-INCH FIRE SERVICE LINE. THE INSTALLING CONTRACTOR MUST PROVIDE AN ORIFICE SIZE TO MEET THIS REQUIREMENT, GIVEN THE CURRENT PARAMETERS OF THE SYSTEM. THE INSTALLING CONTRACTOR MUST VERIFY MINIMUM REQUIRED ORIFICE SIZE WITH THE CERTIFYING ENGINEER AND CITY OF BOZEMAN PRIOR TO CONSTRUCTION. SYSTEM CLASSIFICATION CLASS 1 SYSTEM LF EA 2 EA 1 EA 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS. 2.A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. NO MATERIAL CHANGES MAY BE MADE TO THIS PLAN WITHOUT THE APPROVAL OF THE CITY OF BOZEMAN WATER/SEWER SUPERINTENDENT. 3.ALL TEXT AND FEATURES SHOWN SHADED WERE EXISTING. 4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN. 5.DIMENSIONS SHOWN FOR PIPE LENGTHS ARE MEASURED FROM CENTER-OF-JUNCTION TO CENTER-OF-JUNCTION FOR PAYMENT PURPOSES. 6.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. CONTRACTOR SHALL COORDINATE WITH THE CITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED AND MAINTAINED BE THE CITY OF BOZEMAN. 7.THE CITY OF BOZEMAN SHALL PERFORM THE LIVE TAP ON THE 8" X 1 1 2" TAPPING SADDLE. 8.WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER. 9.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCE WITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARD DRAWING NO. 02660-3. 10.ALL FITTINGS REQUIRING THRUST BLOCKING, INCLUDING BENDS GREATER THAN ELEVEN AND ONE-QUARTER DEGREES (11.25°), TEES, AND PLUGS, SHALL BE INSTALLED IN CONFORMANCE WITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARD DRAWING NO. 02660-1. 11.THE USE OF COMPRESSION COUPLINGS ARE REQUIRED FOR THE STRAIGHT TYPE "K" COPPER PIPE. 12.DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTERED OVER 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 FINISH GRADE. 13.THE ONE AND ONE HALF INCH (1 1/2") FIRE SERVICE LINE SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF BOZEMAN FIRE SERVICE LINE STANDARDS. THIS PLAN IS FOR CONSTRUCTION OF THE ONE AND ONE HALF INCH (1 1/2") FIRE SERVICE LINE FROM THE EXISTING WATER MAIN TO THE OS&Y VALVE IN THE BUILDING. 14.THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED, AND TESTED TO A MINIMUM OF 200 PSI BY A SINGLE CONTRACTOR. OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE SHALL PROVIDE CONSTRUCTION OBSERVATION AND PREPARE THE RECORD DRAWINGS. CONTRACTOR SHALL FILL OUT AND SUBMIT "CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING". 15.CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR OR SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THIS WORK WAS INCIDENTAL TO THE PROJECT. 16.CONTRACTOR SHALL REPAIR EXISTING V-BIO POLYETHYLENE ENCASEMENT AROUND THE EXISTING 8" DUCTILE IRON PIPE. 17.REPLACE SURFACE IMPROVEMENTS TO MATCH EXISTING MATERIALS, THICKNESS, JOINT PATTERN AND CONCRETE COLOR. GENERAL NOTES: 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.252.5 2.5 5 510 10 20 OS&Y VALVE ELEV. = 4730.76 PROPOSED GRADE FIRE SERVICE LINE 1 TYPE A TRENCH BACKFILL TYPE 1 BEDDING STATION 0+00 TO 0+87 INSTALL ± 67 LF OF 1 12" STRAIGHT TYPE "K" COPPER PIPE INSTALL WATER TIGHT SLEEVE PER NFPA CODE. 2" CLEARANCE BETWEEN CONCRETE AND PIPE 6.5' MIN COVER EXISTING GRADE 02660-13 - NOT TO SCALE STANDARD FIRE SERVICE LINE INSTALLATION FOR CLASS I, II, & III SYSTEMS 02660-13 BAXTER CREEK CONDOS 1051 BAXTER CREEK WAY BOZEMAN, MONTANA FIRE SERVICE LINE TOF = 4729.26 FOR OS&Y VALVE INSTALLATION SEE DETAIL MAINTAIN 2' CLEARANCE BETWEEN PIPE FACE AND INSDE EDGE OF EXTERIOR WALL & 1' CLEARANCE BETWEEN PIPE FACE & INTERIOR WALLS.TOF = 4729.26 DEMOLITION KEY NOTES SAW CUT AND REMOVE EXISTING CURB, GUTTER, AND ASPHALT WITHIN LIMITS SHOWN. 1 1 PROTECT EXISTING WATER SERVICE WATER SERVICE DESIGNED BY OTHERS 8/15/24 NO FITTINGS BETWEEN VERTICAL BEND AND OS&Y VALVE 4721.94 (A.B.)