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HomeMy WebLinkAboutInfrastructure Drawings_StampedNo. REVISIONSFile Name: IMEG Project No: Date: Drawn By: Checked By: Sheet of DESCRIPTION DATECOPYRIGHTALL RIGHTS RESERVEDC22003609.01_C2.1_BoulevardSidewalkSitePlan.dwg2025Field Book No:1143 STONERIDGE DR SUITE 1 BOZEMAN, MT 59718 PH: 406.582.9901 www.imegcorp.com N/ATHE PINES PHASE 2 BOZEMAN, MT BOULEVARD & SIDEWALK SITE PLAN22003609.01EJSEG7/21/2025INF1.013 PROFILE VIEW OF ALIGNMENT - (1)HORIZONTAL SCALE: 1" = 20'VERTICAL SCALE: 1" = 10'No. REVISIONSFile Name: IMEG Project No: Date: Drawn By: Checked By: Sheet of DESCRIPTION DATECOPYRIGHTALL RIGHTS RESERVEDC22003609.01_F1.0_ FIRE LINEPLAN & PROFILE.dwg2025Field Book No:1143 STONERIDGE DR SUITE 1 BOZEMAN, MT 59718 PH: 406.582.9901 www.imegcorp.com N/ATHE PINES PHASE 2 625 S 19TH AVE BOZEMAN, MT FIRE LINE PLAN & PROFILE ENGINF #1217922003609.01PRBEDG7/21/2025INF2.023GENERAL NOTES - FIRE SERVICE LINESBENCHMARKLEGAL DESCRIPTIONLEGENDSURROUNDING PROPERTY LINETOP OF SET MAG NAIL (CP#50)ELEVATION 4857.45 FEETDATUM:(NAVD88)CRATER MOUNTAIN INVESTMENTS, LLCC/O BRIAN ZONNEFELD625 S 19TH AVE, BOZEMAN MT, 59715KIRK SUB, S11, T02 S, R05 E, ACRES 0.44, TRACT 2A PLAT F-1-D(FORMERLY TR 2 COS2096)SANITARY/STORM CLEANOUTEASEMENT LINEHYDRANTWATER VALVEPROPERTY LINEOVERHEAD ELECTRICGAS LINEUNDERGROUND ELECTRICTELEPHONE LINEFIBER OPTIC CABLEWATER LINETELEVISION LINEUTILITY LINEFIRE WATER LINESETBACK LINEFIRE SERVICE PROFILEFIRE SERVICE PLAN LEGENDFLANGED OS&Y VALVEDOUBLE CHECK VALVE (MIN.REQUIREMENT) AS INDICATEDON APPROVED PLAN(S)CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OFDOUBLE CHECK VALVE ASSEMBLY1.THE FIRST FITTING INSIDE OF THE BUILDING SHALL BE A UL-LISTED FLANGEDKENNEDY 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 LISTEDB.APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FORCROSS CONNECTION CONTROL AND HYDRAULIC RESEARCH (USCFCCCHR) FOROPERATION IN THE PROPOSED POSITION (VERTICAL OR HORIZONTAL) AS SHOWNON APPROVED PLANS.C.INSTALLED AS SHOWN ON THE APPROVED PLANS.3.A FLOW DETECTION DEVICE SHALL BE INSTALLED IMMEDIATELY FOLLOWING THEDOUBLE CHECK VALVE ASSEMBLY (ALARM CHECK VALVE, FLOW SENSOR/ALARM,METER, ETC.) AS SHOWN ON THE APPROVED PLANS. PADDLE-TYPE FLOW ALARMSARE NOT PERMITTED ON DRY SYSTEMS.4.A DOUBLE DETECTOR CHECK VALVE ASSEMBLY MAY BE USED WITH A STANDARDCITY OF BOZEMAN METER. THE METER LOOP OF THE DOUBLE DETECTOR CHECKVALVE SHALL HAVE A DOUBLE CHECK VALVE ASSEMBLY INSTALLED WHICH MEETSTHE SAME INSTALLATION CRITERIA SPECIFIED ABOVE IN REQUIREMENT NUMBERTWO.5.HORIZONTAL INSTALLATIONS MUST BE A MINIMUM OF 2' ABOVE THE FINISHED FLOOR.6.THE FIRE SERVICE RISER MUST BE A MINIMUM OF 2' FROM ANY OUTSIDE WALL, AND AMINIMUM OF 1' FROM ANY INTERIOR WALL.7.THE INCOMING FIRE SERVICE LINE SHALL BE A MINIMUM OF 6.5', AND A MAXIMUM OF7.5' BELOW THE FINISHED GRADE.8.ALL FIRE SERVICE LINE APPURTENANCES SHALL HAVE A MINIMUM PRESSURE RATINGOF 175 PSI.9.ALL FIRE SERVICE LINES 4" AND LARGER SHALL BE CLASS 51 DUCTILE IRON PIPE.10.LINE SIZING: THE DOUBLE CHECK VALVE ASSEMBLY SHALL BE EQUAL IN SIZE TOBOTH THE INCOMING PIPE DIAMETER (UPSTREAM) AND OUTGOING PIPE DIAMETER(DOWNSTREAM).ONLY FITTINGS ALLOWED BETWEEN FIRST OS&Y VALVEAND BACKFLOW ASSEMBLY TO BE 90° BEND.NO PRESSURE GAUGES ORPRESSURE GAUGE FITTINGS WILLBE ALLOWED ON THE TEST PORTSOF ANY BACKFLOW ASSEMBLY.FLANGE TO BE THREADED ON STANDPIPE, M.L.TO FLANGE ADAPTORS NOT ACCEPTABLE (TYP.FOR ALL RISER CONFIGURATIONS)1' MIN., 2' MAX. ABOVEFINISHED FLOORFLOOR3/4" MIN. REDI ROD, INSTALLED IN EVERY OTHER AVAILABLE M.J. BOLT HOLE(TYP.). 5/8" RODS ACCEPTABLE FOR 4" LINES.90° BEND WITH THRUST BLOCK4" OR LARGER CLASS 51DUCTILE IRON PIPE (TYP.)MECHANICALJOINTMAINTHRUSTBLOCKTAPPING TEE & VALVE, ORINSTALL VALVE AT PROPERTYLINE (TYP. FOR ALL RISERCONFIGURATIONS).PROVIDE FLEXIBLE,WATER-TIGHTCONNECTION FOR ALLWALL OR FLOOR PIPEPENETRATIONS.10' MAX. *1' MIN., 2' MAX.ABOVE FINISHEDFLOORMECHANICALJOINTFLOOROUTSIDE WALL90° BEND WITHTHRUST BLOCK1' MIN., 2' MAX.2' MIN., 3' MAX. CLEARANCEABOVE FINISHED FLOORWALLCOATEDSTEEL WALLPLATE, 5/16"MIN.THICKNESS*PER NPPA-24 FIG. A.10.6.3.1.STANDARD FIRE SERVICEFOR CLASS I, II, & IIISYSTEMSNO. 02660-1210/2024SCALE:NONECITY OF BOZEMANSTANDARD DRAWINGCCVARIES5' (TYP)VARIESRAMPLANDINGTRANSITION RAMPSIDEWALKSTREETCURB2% TYP.≤ 5% DES.≤ 5% DES.≤ 1.5% DES.6"234452344STANDARDCURB SECTION8FLARE6"VARIESDEPRESSEDLANDINGFLOW LINEDETECTABLEWARNING3" GRAVEL BASE (TYP.)VARIES5' (TYP)VARIESVARIES≤ 8.3% DES.10% MAX10% MAXFLARE7RAMPFLAREFLARERAMPBB≤ 1.5% DES.5' X 5'SIDEWALKLANDING≤ 1.5% DES.≤ 5% DES.TRANSITIONRAMP≤ 5% DES.AA5'≤ 5% DES.RAMPRAMP≤ 8.3% DES.FLARE≤ 8.3% DES.10% MAX.FLARE24" MIN1' (TYP.)PLPL5'SIDEWALK(TYP.)6'-6"BLVD. (TYP.)BACK OFCURBFLOW LINESTORM DRAININLETEXPANSIONJOINT (TYP.)9DOWEL WITH 24" NO. 5REBAR, 3" INTO BACK OFCURB. 3" CLEAR (TYP. OF 2)1DEPRESSED LANDINGDETECTABLEWARNINGBOTTOMGRADE BRAKE610EXPANSIONJOINTSECTION C - CSECTION A - ASECTION B - B(SEE DRAWING 02529-8B FOR NOTES)TRANSITIONRAMPNOTES:1.CURB & APRON POURED MONOLITHIC UNLESS OTHERWISEAPPROVED.2.SIDEWALK CONTRACTION JOINTS SPACED AT 5' INTERVALS- MIN. DEPTH 1". EXPANSION JOINTS TO BE PLACED AT 25'INTERVALS.3.CONTRACTION JOINTS TO BE SPACED AT 10' INTERVALS INCURB AND GUTTER.4.EXPANSION JOINT MATERIAL SHALL BE 1/2" THICKPRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLERALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRALCURB AND GUTTER UNLESS OTHERWISE APPROVED.MAINTAIN PROPERSIDEYARD SETBACKPER ZONING REGULATIONSDRIVEWAY THROATRESIDENTIAL: 24' MAX.COMMERCIAL: 35' MAX.INDUSTRIAL: 40' MAX.EXPANSION JOINTSCOMPLETELY AROUNDSIDEWALK SECTIONCONTRACTIONJOINTEXPANSION JOINTSAT CURB RETURNSBACK OF CURBFLOW LINEEDGE OF GUTTERPROPERTY LINEAAPROPERTY LINE5.5' (TYP.)BB1'5' (TYP.)SIDEWALKBOULEVARD5.5' (TYP.)1'4" THICK M-4500 CONCRETE3" MIN. GRAVEL BASE5' (TYP.)1.5% SLOPETRANSITION SECTION FROMEXISTING CURB TO DROP CURB:SECTION B - B3' MIN., 5' MAX.SIDEWALKDRIVEWAY5.5' (TYP.)5' (TYP.)(VARIES)1'1.5% SLOPEWASHED ROCK3" MIN.GRADE ESTABLISHED AS1/4" RISE PER FOOT FROMTOP OF ADJACENT FULLHEIGHT CURB OR MATCHEXISTING SIDEWALK GRADESTREET SURFACEMIN. 6" THICKCURB & GUTTERM-4500 CONCRETE* OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTHSECTION A - APROPERTY LINEKEY NOTES:1PREFERRED CROSS SLOPE IS 1.5%, MAXIMUM CROSS SLOPE IS 2%.11No. REVISIONSFile Name: IMEG Project No: Date: Drawn By: Checked By: Sheet of DESCRIPTION DATECOPYRIGHTALL RIGHTS RESERVEDC22003609.01_F1.0_ FIRE LINEPLAN & PROFILE.dwg2025Field Book No:1143 STONERIDGE DR SUITE 1 BOZEMAN, MT 59718 PH: 406.582.9901 www.imegcorp.com N/ATHE PINES PHASE 2 625 S 19TH AVE BOZEMAN, MT INFRASTRUCTURE DETAILS ENGINF #1217922003609.01PRBEDG7/21/2025INF3.023THRUST BLOCK DETAILSTANDARD FIRE SERVICE LINE INSTALLATION (CLASS I, II & III)APPROACH DETAILCURB RAMP DETAIL