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HomeMy WebLinkAbout222.00Y SLOPE - 0 W LU UZ R W U w U)) O OJ Lu z ¢z wC3z w C1 w U) W xU _U Q W K m� It STRUCTURAL PLATE PIPE ARCHES AND UNDERPASSES FILL SLOPE VARIABLE 2y, o: #q 76"M6,9RS FQCi ^ z Ow w Z a U O C RTO Spq w rn \F4TO a Ow w O FILL SLOPE - VARIABLE PIPES AND STRUCTURAL PLATE PIPES - STEP MITERED PIPE q 76 Mak c NQFR C ySA T Q cFNrFR �N 2" PIPES AND STRUCTURAL PLATE PIPES - FULL MITERED PIPE D+D/2 OR S+S/2 FILL SLOPE ANCHOR BOLT (TYP.) > SEE DETAIL & NOTE 3 PIPE SECTION ;�A� COMMERCIAL CONCRETE COMMERCIAL CONCRETE ANCHOR BOLTS - EQUALLY SPACED, 24" MAX. CENTER TO CENTER (SEE NOTE 3) ANCHOR BOLTS - EQUALLY SPACED, 24" MAX. CENTER TO CENTER (SEE NOTE 3) ANCHOR BOLTS - EQUALLY SPACED, 24" MAX. CENTER TO CENTER (SEE NOTE 3) )MMERCIAL )NCRETE 6" 3/4" BOLT 21/2" ANCHOR BOLT DETAIL NOTES 1. The variable dimension indicated for the height of step for step mitered pipes shall conform to the manufacturers recommendations unless speci- fied differently on the plans or in the Special Provisions. 2. Reinforcing steel shall have 1 1/2" min. clear cover to all concrete surfaces. 3. Headwalls for concrete culvert pipe may omit anchor bolt attachment. 4. When steel pipe safety bars ar used, headwall thickness shall be increased to 8". v~ Y HEADWALLS FOR CULVERT STD. PLAN — 222.00 + + PUBLIC WORKS DEPARTMENT PIPE AND UNDERPASS MARCH 2008