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HomeMy WebLinkAbout221.20GENERAL NOTES: 7" COUPLING BAND 12" OR 24" COUPLING BAND MATERIAL TO BE ASTM A 36 1/4" PLATE GALVANIZED AFTER FABRICATION PER ASTM A123 all holes 3/4" diam. slots to be 119/32 x 3/4" SMOOTH COUPLING BAND FOR SMOOTH PIPE PLATE DETAIL ANCHOR ASSEMBLY CORRUGATED METAL PIPE 12" 3" R1" (TYP.)R1" (TYP.) 2" 6 5/8" 4 1/8" 3/4" 7/8" 1 7/8"1 7/8" 4 1/2"4 1/2" 12" PIPE STAKE (TYP.) COUPLING BAND WELD PLATE (SEE DETAIL) MATERIAL TO BE ASTM A36 GALVANIZED AFTER FABRICATION PER ASTM A153 WELD FLATTEN TO POINT 1" 1 1/2" x 6' PIPE STAKES EACH SIDE OF CULVERT 1.THE SMOOTH COUPLING BAND SHALL BE USED IN COMBINATION WITH CONCRETE PIPE. 2.CONCRETE PIPE WITHOUT BELL AND SPIGOT SHALL NOT BE INSTALLED ON GRADES IN EXCESS OF 20%. 3.THE FIRST ANCHOR SHALL BE INSTALLED ON THE FIRST SECTION OF THE LOWER END OF THE PIPE AND REMAINING ANCHORS EVENLY SPACED THROUGHOUT THE INSTALLATION. 4.IF THE PIPE BEING INSTALLED HAS A MANHOLE OR CATCH BASIN ON THE LOWER END OF THE PIPE, THE FIRST PIPE ANCHOR MAY BE ELIMINATED. 5.WHEN CMP IS USED, THE ANCHORS MAY BE ATTACHED TO THE COUPLING BANDS USED TO JOIN THE PIPE AS LONG AS THE SPECIFIED SPACING IS NOT EXCEEDED. 6.ALL PIPE ANCHORS SHALL BE SECURELY INSTALLED BEFORE BACKFILLING AROUND THE PIPE. PIPE ANCHOR REQUIREMENTS AND MAXIMUM PIPE SLOPES PIPE MATERIAL MINIMUM ANCHOR SPACING PIPE SLOPE ABOVE WHICH PIPE ANCHORS REQUIRED MAXIMUM PIPE SLOPE ALLOWED STEEL OR PVC1 1 ANCHOR PER 100 LF OF PIPE 20%30%3 CONCRETE, CPE, OR PP1 1 ANCHOR PER 50 LF OF PIPE 10%20%3 DUCTILE IRON2 1 ANCHOR PER PIPE SECTION 20%NONE SOLID WALL HDPE2 1 ANCHOR PER 100 LF OF PIPE, CROSS-SLOPE INSTALLATIONS ONLY 20%NONE NOTES: 1 THESE MATERIALS ARE NOT ALLOWED IN LANDSLIDE HAZARD AREAS. 2 BUTT-FUSED OR FLANGED PIPE JOINTS ARE REQUIRED; ABOVE GROUND INSTALLATION IS RECOMMENDED ON SLOPES GREATER THAN 40%. 3 A MAXIMUM SLOPE OF 200% IS ALLOWED FOR THESE PIPE MATERIALS WITH NO JOINTS (ONE SECTION), WITH STRUCTURES AT EACH END, AND WITH PROPER GROUTING CORRUGATED METAL PIPE COUPLING AND GENERAL PIPE ANCHOR ASSEMBLY STD. PLAN - 221.20 PUBLIC WORKS DEPARTMENT APPROVED: DATEMartin Pastucha Public Works Administrator UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) DocuSign Envelope ID: E212B987-C626-4330-A5D4-D055A0107AF9 10/19/2022 | 2:52 PM PDT