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HomeMy WebLinkAbout010_C6.3 DETAILSPRELIMINARY - FOR REVIEW FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION DETAILS HAGGERTY MULTI-FAMILY BOZEMAN, MTC6.3RPE 250389.01_DETAILS.DWG MGB 02/27/2026 SP SUBMITTAL - - - - - - - - - - - - -- 250389.02DIMENSION 'H'DIMENSIONBAR TYPE 'H'BAR TYPE 'V'BAR TYPE 'C'BAR TYPE 'T''T''A''B' ' W'SIZESPACINGSIZESPACINGSIZENUMBERSIZESPACINGH ≤3'-0"12" 8"6" 24"#412"o.c.#412"o.c.#5---------3'-1" - 5'-0"12" 8" 12" 42"#412"o.c.#412"o.c.#4(3)#416"o.c.#4 x 24" DOWEL @ 12"o.c. -WRAPONE END TO PREVENT BOND3/4" PRE-MOLDED JOINTMATERIALFREE DRAININGGRAVELFILTER FABRICBAR TYPE 'C'BAR TYPE 'T'#4 BARS @ 18"o.c.(2) #5 x CONT.BAR TYPE 'H' HORIZONTAL2"Ø WEEP HOLES@ 10'-0"o.c.SIDEWALK SECTIONBAR TYPE 'V' VERTICAL(VERTICAL DOWELS MAY BESPLICED PER THE LAP SPLICESCHEDULE'A'8" MIN.2" COVERMAX. 1' - 0" SEE PLAN'T'36"COVER3"2" COVER'W''B'2" COVER 'H'NOTES:1.ALL JOINTS BETWEEN MANHOLE SECTIONS, MANHOLERING AND TOP SECTION, AND AROUND SEWER PIPE INTOMANHOLE SHALL BE WATERTIGHT. JOINTING MATERIALSHALLBE "RAM-NEK" OR EQUAL FOR ALL JOINTS EXCEPTBETWEEN SEWER PIPE AND MANHOLE WALL.2.FRAME AND COVER TO BE D&L A-1178, EJIW 3771/3772SERIES, OR APPROVED EQUAL. COVERS SHALL HAVETWO 1" PICK HOLES.3.MANHOLE OPENING SHALL BE POSITIONED ABOVE DROPPIPE.4.CONSTRUCT CONCRETE COLLAR PER C.O.B STANDARDDRAWING 02213-1.AAB BCHANNEL = DIA. OF PIPEAS REQUIRED USING VARIABLE LENGTH SECTIONS 24"OPENINGADJUSTABLE RINGS,2" MIN., 12" MAX.AS REQUIRED,60" MIN.SECTION A - ASECTION B - BRADIUS OFMANHOLEDIA. OF SEWER PIPEPLAN VIEWPIPE SUPPORT (TYP.)GASKETED TEEFLEXIBLE GASKETED JOINTPRECAST REINFORCED CONCRETE MANHOLERISER AND COVER MANUFACTURED INACCORDANCE WITH ASTM DESIGNATION C-478.GASKETED 90° ELBOWCAST INTO BASEPRECAST BASE UNLESSOTHERWISE APPROVED BY THECITY. MINIMUM THICKNESS IS 6".MANHOLE STEPSUNIFORMLYSPACED, 16" MAXON CENTERFLAT SLAB COVERSTANDARD CASTING& COVERSTAINLESS STEELALL-THREAD ROD,1/2"MANHOLE WALLEPOXY GROUT RODS3" INTO WALLSTAINLESS STEELPIPE CLAMPSEWER PIPESLOPE AT 1" PERFOOT. CHANNEL TOFULL PIPE DEPTH.STEPS SHALL BE ALIGNEDWITH MANHOLE BENCHUNLESS OTHERWISEAPPROVED.FRAME ANDCOVERCHANNELBENCHGASKETEDTEECUT AND REMOVE TOP OF TEE TOSPRINGLINE TO FACILITATE INSPECTION ANDJOTTING FROM GROUND SURFACECUTOUT RADIUS = PIPE RADIUSSCALE:NONECITY OF BOZEMANSTANDARD DRAWINGSTANDARD DROPMANHOLENO. 02730-510/2024P:\250389_01_Haggerty_Lane_Survey_&_CA\CADD_C3D\PRODUCTION_DWG\250389.01_DETAILS.dwg, C6.3, 3/2/2026 3:43:43 PM, mbasile, 1:1