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Home My WebLink About008_C6.1 DETAILSPRELIMINARY - FOR REVIEW FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION DETAILS HAGGERTY MULTI-FAMILY BOZEMAN, MTC6.1RPE 250389.01_DETAILS.DWG MGB 02/27/2026 SP SUBMITTAL 06/10/2026 07/31/2026 - - - - SP 2 SUBMITTAL SP 3 SUBMITTAL - - - - -- 250389.02STANDARDCURB & GUTTERNO. 02528-110/2024SCALE:NONECITY OF BOZEMANSTANDARD DRAWINGCATCH CURB9.5"2"6.10"6" OR OTHERWISEAS REQUIRED4"R3"R4% SLOPE-4% SLOPE24"24"24"6.66"9.5"1.51"0.49"9.5"0.75"4% SLOPE4% SLOPENOTES:1.SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230 (MPWSS).2.CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 3/4" ANDMINIMUM WIDTH OF 1/8".3.1/2" EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.S, P.T.S, CURB RETURNS AND AT NOR MORETHAN 300' INTERVALS. THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURBAND GUTTER.4.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FORM AND/OR STRINGLINE INSPECTION BY THE CITYENGINEERING DIVISION.5.CONCRETE SHALL BE M-4500.6.CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235 (MPWSS) FOR CURB ANDGUTTER REPLACEMENT PROJECTS, WASHED ROCK MAY BE USED FOR THE GRAVEL BASE.7.STANDARD CATCH CURB SHALL MATCH DIMENSIONS OF MONTANA DEPARTMENT OF TRANSPORTATIONDETAILED DRAWING NUMBER 609-05.8.STANDARD CATCH CURB MOLD MAY BE ROTATED ABOUT LIP OF GUTTER TO CONSTRUCT SPILL CURBS.CATCH DROP CURB FOR DRIVEWAYSSPILL CURBCATCH DROP CURB FOR PEDESTRIAN RAMPS24"-4% SLOPE-4% SLOPESPILL DROP CURB FOR DRIVEWAYSSPILL DROP CURB FOR PEDESTRIAN RAMPS2.27"5.52"24"24"9.5"1.51"0.93"2.85"2.09"0.17"7.42"6.59"1.01"9.5"CRUSHEDGRAVELBASE, 3"MIN.SUB-BASECOURSE ASREQUIRED9"TYPE 1 PIPE BEDDINGPLACED IN 6" MAX. LAYERSAND COMPACTEDTHOROUGHLYEXISTING STREET SURFACEVERTICAL TRENCH WALLS WITHSHORING TO CONFORM THE O.S.H.A.REGULATIONS6"SELECT TYPE 1 BEDDINGMATERIAL PLACED IN 6" LAYERSAND COMPACTEDAS SPECIFIED IN SECTION 02221TRENCH WIDTH=O.D. OF PIPE PLUS 2'MIN. TRENCH WIDTH=3.5'4"NOTES:1.WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL LINE AMINIIMUM OF 12" FROM THE EDGE OF THE TRENCH OPENING. WHERE NEAT LINE IS LESS THAN 3' FROM EDGE OF EXISTINGPAVEMENT OR CURB AND GUTTER SECTION, REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND EDGEOF PAVEMENT.2.WHERE INTER-DUCT IS INSTALLED IN SEPARATE TRENCH USE STANDARD TRENCH DETAIL WITH 42' DEPTH OF BURY.3.SEE CONTRACT SPECIAL PROVISIONS FOR ANY MODIFICATIONS TO STANDARD TRENCH MATERIALS AND/OR OTHER TRENCHDESIGN FEATURES.4.EXCAVATIONS SHALL CONFORM TO O.S.H.A. CONSTRUCTION STANDARDS.TYPE 2 PIPE BEDDING WHEREREQUIRED FOR SOFT ANDUNSTABLE FOUNDATIONSLOPING, BENCHING ORSUPPORT SYSTEMS IN THIS AREATO CONFORM TO O.S.H.A.REGULATIONS12" MIN.SUBGRADE ORGROUND SURFACEINSTALL DETECTABLE WARNINGTAPE 18" MIN, 24" MAX. DEPTHTYPE "A", "B", OR "C" BACKFILL.FLOWABLE FILL SHALL BEUSED IN COLLECTOR ANDARTERIAL STREETS (SEEDETAIL 02221-1A).TYPICAL UTILITY TRENCHNO. 02221-110/2024SCALE:NONECITY OF BOZEMANSTANDARD DRAWINGSIDEWALKDRIVEWAY APRON1.5% SLOPEPROPERTY LINEIF SIDEWALK IS ADJACENT TO CURB,INSTALL APPROACH AS PER STANDARDDRAWING 02529-5C, WITH PROPER CURBTRANSITION SECTIONS.EXPANSION JOINTSINSTALL EXPANSION JOINT IF DRIVEWAYIS P.C.C. PAVEMENTCONTRACTION JOINTS (TYP.) - SPACE AT 5'INTERVALS IN SIDEWALK, 10' INTERVALS INAPRONEXPANSION JOINTS ATCURB RETURNSCURB & GUTTERDRIVEWAY (A.C.C.OR P.C.C. PAVEMENT)5' TYP.5.5' TYP.STREET SURFACE6" THICK M-4500CONCRETEWASHED ROCK, 3" MIN.AA5.5' (TYP.)DRIVEWAY THROATRESIDENTIAL: 24' MAX.COMMERCIAL: 35' MAX.INDUSTRIAL: 40' MAX.VERTICAL CURB ORINTEGRAL CURB &GUTTER3'TRANSITION TOP OF CURBTO MATCH SIDEWALKSIDEWALK SECTION A - A5' (TYP.)1'10'RKEY NOTES:1PREFERRED CROSS SLOPE IS 1.5%, MAXIMUM CROSS SLOPE IS 2%.1DRIVE APPROACH,ARTERIAL WITHBOULEVARDNO. 02529-5B10/2024SCALE:NONECITY OF BOZEMANSTANDARD DRAWINGPRECAST BASE UNLESSOTHERWISE APPROVED BY CITY.MINIMUM THICKNESS IS 6".TOP OF PIPE MAYNOT EXTENDPAST INSIDEWALL OFMANHOLE. IFNECESSARY TOPHALF OF PIPEMAY BE TRIMMEDOFF SMOOTH. (8"DIAMETER ONLY)FLEXIBLE GASKETED JOINT (TYPICALFOR PRECAST BASES - SEE DETAIL)PRE-CAST CHANNELFLOWLINEPRECAST REINFORCED CONCRETE MANHOLE RISER ANDECCENTRIC CONE TOP MANUFACTURED IN ACCORDANCE WITHASTM C-478.GROUT INVERT TOSPRINGLINE OF PIPE IFGAP BETWEEN PIPE ANDCHANNEL IS GREATERTHAN 1/8".FRAME AND COVER TO BE D&L A-1178, EJIW3771/ 3772 SERIES, OR APPROVED EQUAL.COVERS SHALL HAVE TWO 1" PICK HOLES.CONSTRUCT CONCRETE COLLAR PER STD.DRAWING 02213-1.MANHOLE STEPSUNIFORMLYSPACED, 16" MAXON CENTERADJUSTABLE RINGS,2" MIN., 12" MAX.NOTES:1.ALL JOINTS BETWEEN MANHOLE SECTIONS, MANHOLE RING & TOPSECTION, AND AROUND SEWER PIPE INTO MANHOLE SHALL BEWATERTIGHT. JOINTING MATERIAL SHALL BE "RAM-NEK" OR EQUALFOR ALL JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE.2.STORM DRAIN MANHOLES SHALL NOT HAVE FORMED CHANNELSAND THE LOWEST PIPE INVERT SHALL BE 9" HIGHER THAN BOTTOMOF MANHOLE.CHANNEL = DIA. OF PIPESLOPE AT 1" PERFOOT CHANNEL TOFULL PIPE DEPTHRADIUS OFMANHOLE5'-10" DIA.(MIN.)4'-0"(MIN.)2'-0"SHELF-SLOPE 1" PERFOOT TOWARDCHANNEL. SEECHANNEL DETAIL.7"4'-0"VARIABLE12" MAX. (TYPICAL FOR POURED-IN-PLACE BASES)DIA. OFSEWER PIPEAASECTION A - ASTEPS SHALL BE ALIGNED WITHMANHOLE BENCH UNLESSOTHERWISE APPROVED.FRAME AND COVERCHANNELBENCHPLAN VIEWCLSANITARY SEWER ANDSTORM DRAIN MANHOLENO. 02720-310/2024SCALE:NONECITY OF BOZEMANSTANDARD DRAWINGWATER MAINCURB STOP AND BOXNEAREST FOUNDATIONWALL TO CURB STOPSEE DETAILSA & B BELOW6.5' MIN. COVER1' MIN.2' MAX.WATER SERVICE LINEWATER SERVICE LINE STUB(SEE C.O.B. STANDARDDRAWING 02660-6)1' MIN.INSTALLED BY CUSTOMER(SERVICE APPLICATION &PLUMBING PERMIT REQUIRED)NOTE: METER SIZED SAME AS INCOMING LINE - NO EXCEPTIONS.*METER SAME SIZE AS INCOMING LINE - NO EXCEPTIONS. METER MUST CONNECTDIRECTLY TO ANGLE OR STRAIGHT STOP AND BACKFLOW DEVICE.**DOWNSTREAM SHUT OFF VALVE MUST BE SEPARATE FROM BACKFLOW DEVICE.DETAIL ADETAIL BTYPICAL WALL PENETRATION (N.T.S)TYPICAL FLOOR PENETRATION (N.T.S)(CRAWL SPACE)QUARTER-BEND COUPLING(1-1/2" & 2" SERVICES ONLY)DOWNSTREAMSHUTOFF **BACKFLOW PREVENTIONASSEMBLY (AS REQUIRED)ANGLE STOPMETER *FOUNDATIONWALLDOWNSTREAMSHUTOFF **TO DOMESTICFIXTURESBACKFLOW PREVENTIONASSEMBLY (AS REQUIRED)FOUNDATIONWALLSERVICELINEFLOORMETER *ANGLE STOP ORSTRAIGHT STOP1' MIN.,2' MAX.1' MIN., 2' MAX.NOTES:1.WATER SERVICE LINE INSTALLATIONS SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF BOZEMAN WATER SUPERINTENDENT.2.SERVICE LINES SHALL BE TYPE K COPPER FOR 3/4", 1", 1 1/2", AND 2" SERVICES. SEE STANDARD DRAWING NO. 02660-14A AND 14B FOR 4" AND LARGER DOMESTICSERVICE LINES. SERVICE LINES BETWEEN 2" AND 4" ARE NOT ALLOWED.3.STRAIGHT COPPER TUBING SHALL BE USED FOR 1 1/2" AND 2" SERVICES.4.SERVICE LINES SHALL BE BEDDED 3" UNDER AND OVER THE PIPE WITH SAND. NATIVE MATERIAL MAY BE USED AS BEDDING IF IT CONFORMS TO THEREQUIREMENTS OF MONTANA PUBLIC WORKS STANDARD DRAWING 02221-2 AND DOES NOT CONTAIN ANY MATERIAL LARGER THAN 3/4".5.PROVIDE FLEXIBLE, WATER TIGHT CONNECTION FOR ALL WALL OR FLOOR PIPE PENETRATIONS.6.METERS SHALL BE INSTALLED BY THE CITY WATER DEPARTMENT AT CUSTOMERS' EXPENSE.7.NO SERVICE LINE SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED AND APPROVED BY THE WATER DEPARTMENT.8.CONTACT CITY OF BOZEMAN WATER DEPARTMENT FOR APPROVED LIST OF COPPER CONNECTIONS.9.WATER SERVICE LINE MAY BE REDUCED TO A SMALLER SIZE THAN THE WATER SERVICE STUB. REDUCTION MUST BE MADE WITHIN 18" OF CURB STOP.10.METER, BACKFLOW PROTECTION, AND INCOMING SERVICE LINE MUST ALL BE THE SAME SIZE.11.IF TYPICAL CURB BOX LOCATIONS CANNOT BE MET (I.e. 8 FT SETBACK BEHIND PROPERTY LINE TO ACCOMMODATE DRY UTILITIES), ALTERNATE CRITERIA MAY BEAPPLIED UPON APPROVAL OF THE CITY ENGINEERING DIVISION. THE FOLLOWING CONDITIONS SHOULD BE MET:-CURB BOXES ARE PREFERABLY LOCATED ON OR NEAR THE PROPERTY OR EASEMENT LINE.-SUITABLE LOCATIONS ARE PROVIDED FOR DRY UTILITIES THAT DO NOT CONFLICT WITH CURB BOXES OR ABILITY TO CONNECT TO SERVICE STUBS IN FUTURE.-CURB BOXES MUST BE A MINIMUM OF 3 FEET FROM ALL FOUNDATIONS AND STRUCTURES.-CURB BOXES ARE ACCESSIBLE TO BE TURNED ON AND OFF AT ALL TIMES AND MUST NOT BE LOCATED IN PARKING AREAS.-SERVICE STUBS FOR FUTURE CONNECTION MUST NOT BE LOCATED IN PAVED AREAS.-ALL CURB STOPS LOCATED IN PAVEMENT SHALL HAVE A VALVE BOX RISER AROUND THE TOP OF THE CURB STOP.TO DOMESTICFIXTURESDOMESTIC WATERSERVICE, 2" ANDSMALLER (PROFILE)NO. 02660-15A10/2024SCALE:NONECITY OF BOZEMANSTANDARD DRAWING