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HomeMy Public PortalAbout382652N 0 O m m O BACK OF CURB. -\ 24" TOP OF / CURB. — WATERLINE IN GUTTER. 6"± A R 54" 54" i 3/4" EXP. JT. FACE OF STONE. B re) 0 cn 3/4" EXP. JT. NOTES: 1) ALL INLETS OR INLET MANHOLES CONSTRUCTED WITHIN OR ABUTTING A PAVED AREA SHALL HAVE GUTTER SUMPS. 2) THE PAYLINE FOR THE SUMP SHALL BE CONSIDERED 2' WIDE BY THE ACTUAL LENGTH. 31" SHAPE SURFACE FROM LIP CURB TO VERTICAL CORNER OF INLET. 3" SHAPE SURFACE FROM LIP CURB TO VERTICAL CORNER OF INLET. 1' rn EDGE OF SILL. 1 J, 1 J, 1 J, 1 0 1'J OUTER EDGE OF SUMP DOWNSTREAM HALF OF SUMP. B WATERLINE 1 6" 6'' 1' w\ rn w —12" 12" BACK OF LIP CURB. 6",,,,--TOP OF CURB LINE OF GUTTER SUMP. UPSTREAM HALF OF SUMP. PLAN OF GUTTER SUMP \TOP OF INLET. I $ h1 N—TOP OF SILL. 6" 5" SUMP FLUSH WITH TOP OF SILL AT SILL. -' FRONT VIEW OF GUTTER SUMP TOP OF NORMAL CURB. EDGE OF SILL. 1" ASPHALTIC SEALER. 3/4" EXP. JT. MORTAR JOINT. MORTAR JOINT. SECTION B—B 4'-6" 3" MAX. WATERLINE IN SUMP. WATERLINE IN GUTTER. WATERLINE IN GUTTER. LIMIT OF 2'-0' GUTTER SUMP. "K WATERL NE WARP AND SHAPE SURFACE FROM CURB TO VERTICAL CORNER OF INLET THROAT. DIRECTION OF FLOW. FOR INLET AT LOW POINT IN GRADE, SUMP IS SYMMETRICAL ABOUT CENTERLINE OF SUMP AS SHOWN FOR UPSTREAM. BACK LIP CURB FACE OF INLET STONE. 3/4" EXP. JT. & 1" ASPH. JT. SEALER. MORTAR JOINT. SECTION A —A