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HomeMy WebLinkAbout13 C500-DETAILSSLOPE SHELF AT 1" PER FOOT RADIUS OF MANHOLE SECTION A-A FRAME AND COVER TO BE EITHER D&L A-1172 RING & A-1178 COVER, EJIW 3771 / 3772 SERIES, OR APPROVED EQUAL. (COVERS SHALL BE STAMPED WITH THE WORDS "SANITARY SEWER" OR "STORM SEWER" AS APPROPRIATE AND HAVE TWO 1" PICK HOLES) MANHOLE RING AND COVER SHALL BE ADJUSTED TO GRADE OF PAVEMENT SURFACE AS REQUIRED USING VARIABLE LENGTH SECTIONS AS REQUIRED MANHOLE STEPS AT 16" ON CENTER 24" OR 27" OPENING ADJUSTABLE RINGS 4" MIN TO 12" MAX FLAT SLAB COVER CUTOUTS AS REQUIRED A A CHANNEL = 1/2 DIAMETER OF PIPE SHELF: SLOPE AT 1" PER FOOT TOWARDS CHANNEL SEE CHANNEL DETAIL PRECAST OR POURED-IN-PLACE BASE. POURED-IN-PLACE BASE, MINIMUM CONCRETE THICKNESS BELOW PIPE IS EIGHT INCHES (8"). PRECAST BASE, MINIMUM THICKNESS TO BE SIX INCHES (6"). POURED-IN-PLACE BASE TO EXTEND BEYOND OUTER EDGE OF MANHOLE WALL. NOTES: 1.ALL JOINTS BETWEEN MANHOLE SECTIONS, ADJUSTING RINGS, MANHOLE RING & TOP SECTION, AND AROUND PIPE INTO MANHOLE SHALL BE WATERTIGHT. JOINTING MATERIAL SHALL BE "RAM-NEK" OR APPROVED EQUAL 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, ADJUSTING RINGS, 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 DRAIN MANHOLES SHALL NOT HAVE FORMED CHANNELS AND THE LOWEST PIPE INVERT SHALL BE NINE INCHES (9") HIGHER THAN THE BOTTOM OF THE MANHOLE. AS REQUIRED USING VARIABLE LENGTH SECTIONS AS REQUIRED MANHOLE STEPS AT 16" ON CENTER 24" OPENING FLAT SLAB COVER CUTOUTS AS REQUIRED PRECAST OR POURED-IN-PLACE BASE. POURED-IN-PLACE BASE, MINIMUM CONCRETE THICKNESS BELOW PIPE IS EIGHT INCHES (8"). PRECAST BASE, MINIMUM THICKNESS TO BE SIX INCHES (6"). POURED-IN-PLACE BASE TO EXTEND BEYOND OUTER EDGE OF MANHOLE WALL. NOTES: 1.ALL JOINTS BETWEEN MANHOLE SECTIONS, ADJUSTING RINGS, MANHOLE RING & TOP SECTION, AND AROUND PIPE INTO MANHOLE SHALL BE WATERTIGHT. JOINTING MATERIAL SHALL BE "RAM-NEK" OR APPROVED EQUAL 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, ADJUSTING RINGS, 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 OF CURB ELEVATION EAST JORDAN IRON WORKS (EJIW) CURB INLET FRAME (7030Z1), GRATE (7030M2), & CURB HOOD (7030T1) 9" SUMP NEW PVC PIPE AS NOTED ON PLANS NEW FOUR INCH (4") SCH. 40 PVC ROOF DRAIN LEADER @ 1/4" PER FOOT SLOPE (MIN) OR AS INDICATED PER PLAN NEW TEE-WYE FITTING (AS REQUIRED) FOR CONNECTION TO ROOF DRAIN LATERAL LINE NOTE: VERIFY PLAN BURY DEPTH IN THE FIELD, INSURING EIGHTEEN INCHES (18") OF MINIMUM COVER 1/4" BELOW TOP OF NEW PAVEMENT SURFACE 3'-0" (MIN) HEAVY DUTY MONUMENT BOX, SIMILAR TO CAIRD ENG. NO. 50608-1 PAVING & GRAVEL AS REQUIRED SEAL JOINT WITH RAM-NEK 8" x 3' ROUND CONCRETE SLAB SLIP HUB TO THREADED ADAPTER THREADED PLUGFROST EXPANSION SLEEVE CLEANOUT PIPE - 4" Ø PVC 45° BEND NON-SHRINK BACKFILL END OF TRENCH VERIFY PIPE SIZE PER PLAN DIMENSIONS END OF LINE CLEANOUT (IF REQUIRED) USE PLUG 0.75'6"MIN 4" CONCRETE SLAB W/#4 BARS @ 18" OCEW #4 BARS @ 15" MAX. OCEW (CENTERED) JOINT FILLER CONCRETE WALKWAY PER CIVIL NOTE: 1.ALL STEPS ARE 5' IN WIDTH. 2.CONTRACTOR TO VERIFY RISE AND TREAD DIMENSIONS OF EACH SET OF STEPS BEFORE CONSTRUCTING. 3.HANDRAIL REQUIRED ON BOTH SIDES OF STEPS. JOINT FILLER VARIES SEE PLANS 4" TYP. R13 4"TYP. 4" TYP. 1'-0" TYP. VARIES 34"-38"112"Ø COLOR COATED STEEL SAFETY RAILING (TYP.) (COLOR PER OWNER) SIM. SECTION B C9.2 GROUT POST INTO STEPS WITH HIGH STRENGTH, NON-SHRINK GROUT (TYP.)VARIESSEE PLANS4" MIN7" MAX112"Ø COLOR COATED STEEL SAFETY RAILING (COLOR PER OWNER) VARIES SEE PLANS SLOPE VARIES B4"x14" STEEL BARRIER NEW CONCRETE RAMP 1'-0" (TYP. 4" TYP.R13 4"TYP. NOTE: 1.HANDRAIL TO COMPLY WITH ALL ADA REQUIREMENTS. 2.HANDRAIL REQUIRED ON BOTH SIDES OF RAMPS. 6' MAX 6' MAX NEW SIDEWALK NEW BREEZEWAY 4"MAXCOMPACTED SUBGRADE 5'-0" 4"x14" STEEL BARRIER 112"Ø COLOR COATED STEEL SAFETY RAILING (COLOR PER OWNER) (TYP.) 4" MIN. CRUSHED BASE COURSE - 112" MINUS 4" CONCRETE RAMP GROUT POST INTO RAMP WITH HIGH STRENGTH, NON-SHRINK GROUT TYP. TYP. 4"4"MAX1'-0"TYP.3'-0"TYP.VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2022COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5659\009 NWX BUILDING B SITE PLAN\ACAD\SHEETS\C500 SITE DETAILS.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:CELINE SAUCIER ON Feb/04/2022 NWX BUILDING I BOZEMAN MONTANA STORM AND SANITARY SEWER DETAILS 5659.009 9 C500 CMS CMS MEE 10/2021 NOT FOR CONSTRUCTION 1 STANDARD STRAIGHT MANHOLE DETAIL NOT TO SCALE 2 COMBINATION MANHOLE & INLET DETAIL NOT TO SCALE 4 SANITARY SEWER & STORM DRAIN CLEANOUT DETAIL NOT TO SCALE 3 ROOF DRAIN DOWNSPOUT CONNECTION NOT TO SCALE SCALE: 1" = 1'-0" CONCRETE STEP DETAIL 11x17 SCALE: 1/2" = 1'-0" 5 HANDRAIL DETAIL NOT TO SCALE