HomeMy WebLinkAbout009_C040 Sanitary Sewer DetailsAS REQUIRED USINGVARIABLE LENGTH SECTIONSAS REQUIREDMANHOLE STEPS AT16" ON CENTER24" OPENINGFLAT SLAB COVERCUTOUTS ASREQUIREDPRECAST OR POURED-IN-PLACE BASE.POURED-IN-PLACE BASE, MINIMUM CONCRETETHICKNESS BELOW PIPE IS EIGHT INCHES (8").PRECAST BASE, MINIMUM THICKNESS TO BESIX INCHES (6"). POURED-IN-PLACE BASE TOEXTEND BEYOND OUTER EDGE OF MANHOLE WALL.NOTES:1.ALL JOINTS BETWEEN MANHOLE SECTIONS, ADJUSTING RINGS, MANHOLERING & TOP SECTION, AND AROUND PIPE INTO MANHOLE SHALL BEWATERTIGHT. JOINTING MATERIAL SHALL BE "RAM-NEK" OR APPROVEDEQUAL FOR ALL JOINTS EXCEPT BETWEEN PIPE AND MANHOLE WALL.2.ADJUSTING RINGS AND CASTING SHALL BE CENTERED ON MANHOLE.3.REMOVE SHIMS AND GROUT ANY GAPS BETWEEN THE CASTING, ADJUSTINGRINGS, AND BARREL. REMOVE EXCESS GROUT.4.GROUT ALL LIFTING HOLES IN BARREL.5.ALL LATERAL PIPES SHALL BE FINISHED FLUSH WITH INNER BARREL WALL.MATCH TOP OFCURB ELEVATIONEJIW 7030 SERIESCURB INLET FRAME,GRATE, & CURB HOOD9" SUMP2'-0" (MIN)3" DEPTH OF CLEAN, CRUSHED,ANGULAR NO. 4 (AASHTO M43) STONE1'-0" DEPTH OF 2" - 3"CLEAN, WASHED STONE(AASHTO #2 OR #3)4'-0"WELL-TURNED AND BLENDED TOPSOILREPLACED FROM EXCAVATION ANDLIGHTLY COMPACTEDMAX WATER SURFACEELEVATION = 4655.30RETENTION BASIN BOTTOMELEVATION = 4654.60GEOTEXTILE SEPARATOR(MIRAFI RS380i OR APPROVED EQUAL)INSTALLED ALONG TOP, BOTTOM,AND SIDES OF STONE RESERVOIR4:1 (MAX) TURF SLOPE(BOTH SIDES)CURB &GUTTERNATIVEGROUND(TYP)MAX WATER SURFACEELEVATION = 4590.00RETENTION BASIN BOTTOMELEVATION = 4587.502'-0" (MIN)3" DEPTH OF CLEAN, CRUSHED,ANGULAR NO. 4 (AASHTO M43) STONE1'-0" DEPTH OF 2" - 3"CLEAN, WASHED STONE(AASHTO #2 OR #3)4'-0"WELL-TURNED AND BLENDED TOPSOILREPLACED FROM EXCAVATION ANDLIGHTLY COMPACTEDMAX WATER SURFACEELEVATION = 4655.30RETENTION BASIN BOTTOMELEVATION = 4654.60GEOTEXTILE SEPARATOR(MIRAFI RS380i OR APPROVED EQUAL)INSTALLED ALONG TOP, BOTTOM,AND SIDES OF STONE RESERVOIR4:1 (MAX) TURF SLOPE(BOTH SIDES)CURB &GUTTERNATIVEGROUND(TYP)RETENTION BASIN BOTTOMELEVATION = 4588.33MAX WATER SURFACEELEVATION = 4589.832'-0" (MIN)3" DEPTH OF CLEAN, CRUSHED,ANGULAR NO. 4 (AASHTO M43) STONE1'-0" DEPTH OF 2" - 3"CLEAN, WASHED STONE(AASHTO #2 OR #3)4'-0"WELL-TURNED AND BLENDED TOPSOILREPLACED FROM EXCAVATION ANDLIGHTLY COMPACTEDMAX WATER SURFACEELEVATION = 4655.30RETENTION BASIN BOTTOMELEVATION = 4654.60GEOTEXTILE SEPARATOR(MIRAFI RS380i OR APPROVED EQUAL)INSTALLED ALONG TOP, BOTTOM,AND SIDES OF STONE RESERVOIR4:1 (MAX) TURF SLOPE(BOTH SIDES)CURB &GUTTERNATIVEGROUND(TYP)RETENTION BASIN BOTTOMELEVATION = 4590.50MAX WATER SURFACEELEVATION = 4592.001/4" BELOW TOP OFNEW PAVEMENT SURFACE3'-0"(MIN)HEAVY DUTY MONUMENT BOX, SIMILARTO CAIRD ENG. NO. 50608-1PAVING & GRAVELAS REQUIREDSEAL JOINT WITH RAM-NEK8" x 3' ROUNDCONCRETE SLABSLIP HUB TO THREADED ADAPTERTHREADED PLUGFROSTEXPANSIONSLEEVECLEANOUT PIPE -4" Ø PVC45° BENDNON-SHRINKBACKFILLEND OFTRENCHVERIFY PIPESIZE PER PLANDIMENSIONSEND OF LINE CLEANOUT(IF REQUIRED) USE PLUGAA9"4'-3"9"3"5'-3"3"2'-0"20'STANDARDCATCH CURB& GUTTERBEGINNING OF APRONRECESSED 1-1/2" BELOWCURB FLOWLINESTANDARDCATCH CURB& GUTTER6" (MIN) DEPTH OF 2" TO 3" CLEANWASHED STONE SPLASH PAD UNDERLAINWITH PROPEX GEOTEX 601 NONWOVENGEOTEXTILE FABRIC OR APPROVED EQUALISOMETRIC VIEWSTANDARDCATCH CURB& GUTTER3'-0"6'-0"PLAN VIEWSTANDARDCATCH CURB& GUTTER6" (MIN) THICKNESSM-4000 CONCRETE6" (MIN) BASECOURSESLOPE APRON AT12:1 (H:V) MINIMUM6" (MIN) DEPTH OF 2" TO 3" CLEANWASHED STONE SPLASH PAD UNDERLAINWITH PROPEX GEOTEX 601 NONWOVENGEOTEXTILE FABRIC OR APPROVED EQUALAPRON CURB TO BE1-1/2" ABOVE FLOWLINE6"APRON CURBAPRONCURBTURF SURFACE SLOPEDAT 4:1 (H:V) MAXIMUMNATIVEGROUNDAPRON CURBAPRON CURBAPRONAPRONBEGINNING OF APRONRECESSED 1-1/2" BELOWCURB FLOWLINESECTION A-ASLOPE SHELFAT 1" PER FOOTRADIUS OFMANHOLESECTION A-AFRAME AND COVER TO BE EITHER D & L A-1172 RING WITHA-1178 COVER, EJIW 3371 / 3772 SERIES OR APPROVED EQUAL.COVERS SHALL HAVE TWO 1" PICK HOLES.MANHOLE RING AND COVERSHALL BE ADJUSTED TO GRADEOF PAVEMENT SURFACEAS REQUIRED USINGVARIABLE LENGTH SECTIONSAS REQUIREDMANHOLE STEPS AT16" ON CENTER24" OR 27"OPENINGADJUSTABLE RINGS2" MIN TO 12" MAXFLAT SLAB COVERCUTOUTS ASREQUIREDAACHANNEL = 1/2 DIAMETER OF PIPESHELF: SLOPE AT 1" PERFOOT TOWARDS CHANNELSEE CHANNEL DETAILPRECAST OR POURED-IN-PLACE BASE.POURED-IN-PLACE BASE, MINIMUM CONCRETETHICKNESS BELOW PIPE IS EIGHT INCHES (8").PRECAST BASE, MINIMUM THICKNESS TO BESIX INCHES (6"). POURED-IN-PLACE BASE TOEXTEND BEYOND OUTER EDGE OF MANHOLE WALL.NOTES:1.ALL JOINTS BETWEEN MANHOLE SECTIONS, ADJUSTING RINGS, MANHOLERING & TOP SECTION, AND AROUND PIPE INTO MANHOLE SHALL BEWATERTIGHT. JOINTING MATERIAL SHALL BE "RAM-NEK" OR APPROVEDEQUAL FOR ALL JOINTS EXCEPT BETWEEN PIPE AND MANHOLE WALL.2.ADJUSTING RINGS AND CASTING SHALL BE CENTERED ON MANHOLE.3.REMOVE SHIMS AND GROUT ANY GAPS BETWEEN THE CASTING, ADJUSTINGRINGS, AND BARREL. REMOVE EXCESS GROUT.4.GROUT ALL LIFTING HOLES IN BARREL.5.ALL LATERAL PIPES SHALL BE FINISHED FLUSH WITH INNER BARREL WALL.NOTE: STORM DRAINMANHOLES SHALL NOT HAVEFORMED CHANNELS ANDTHE LOWEST PIPE INVERTSHALL BE NINE INCHES (9")HIGHER THAN THE BOTTOMOF THE MANHOLE.C0.40SITE PLAN REVIEW1/13/20222008STELLA FRIA
BRONKEN WAREHOUSE
3345 PRINCE LANE, BOZEMAN, MT
SANITARY AND STORM SEWER DETAILS
9/24/2021 9:45:22 AM SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" = 1'-0"SECTION A-A: SURFACE RETENTION BASIN 2 CROSS SECTIONSCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" = 1'-0"SECTION B-B: SURFACE RETENTION BASIN 1 CROSS SECTIONSCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" = 1'-0"SECTION C-C: SURFACE RETENTION BASIN 3 CROSS SECTIONNOT TO SCALESANITARY SEWER & STORM DRAIN CLEANOUT DETAIL02730-4NOT TO SCALECOMBINATION MANHOLE & INLET DETAILSCALE: 1/4" = 1'-0"11"x17" SCALE: 1/8" = 1'-0"CONCRETE DRAINAGE APRON DETAILNOT TO SCALESTANDARD STRAIGHT MANHOLENo. 49499CELINE MPROFESSIONALENGI
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