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HomeMy Public PortalAboutConnectionstoLargeSewers-BrickPLACE SHOTCRETE ON INSIDE OF PIPE AT A MINIMAL THICKNESS TO FILL IN BRICK JOINTS. /.< j%- MUKIHK MIX ����� EXISTING BRIO \/\\/�/\//\ NOTES: CONNECT SEWERS SPRINGLINE TO SPRINGLINE CONCRETE COLLAR W/ STEEL REINFORCING 6" MIN. CORE DRILL EXISTING BRICK SEWER AFTER CONCRETE COLLAR AND SHOTCRETE ARE PLACED. 12" MW ►/// /\// �/\// /� 6" MIN. z N NEW SEWER 6" MIN. CLASS "A" CONCRETE #5 TOP AND BOTTOM CONCRETE COLLAR 1) SHOTCRETE SHALL BE PLACED ON THE INSIDE OF THE PIPE PRIOR TO CONCRETE COLLAR. SHOTCRETE SHALL EXTEND 2 FEET BEYOND THE LIMITS OF THE NEW PIPE. 2) THE REINFORCED CONCRETE COLLAR SHALL BE PLACED PRIOR TO CORE DRILLING. A MINIMUM OF 1 FOOT BEYOND NEW PIPE. 3) CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO MSD PRIOR TO CONSTRUCTION. 4) CONTRACTOR SHALL REBUILD ANY PORTION OF BRICK SEWER THAT IS DAMAGED DURING CONSTRUCTION. CONNECTION TO LARGE SEWERS — BRICK METROPOLITAN ST. LOUIS SEWER DISTRICT Standard Details of Sewer Construction Dr. M.C.K. Ch. P.W.S. 2009 SHEET 68