The pipe is a 30in RCP, 37in OD, assuming a 42" core. To clarify, remove concrete and preserve the reinforcement, cut the center of each rebar intercepted and bend to the exterior of vault. Splice in new rebar that will tie into a new renif. Pad?
Thanks for your advice!
Hello,
Working on a gravity stormwater design and we need to connect to an existing cast in place vault with the dimensions of 16'x9', depth 9.5', vault floor is 11.5' below grade. The walls are 10" thick with assuming #5 10"oc horz and vert. Need to core a 42" opening into the 16' side, the...
