Set up and began 24" sanitary sewer at manhole #4 at 80'. We stopped due to conflicts. Back filled and compacted two lifts with densities taken and passed. Masonry sand was delivered. Price for sidewalk/gutter from two contractors.
At about 80' from MH #4 we found a 20" DIP pipe and valve. 20' beyond that we hit a 12" storm pipe for an area drain. Neither of these are shown on drawings or were marked with locates. Called Toho water and they said it was an abandoned force main that is grouted. The storm pipe was for an area drain on the property line. The problem was they were in a location that cost us valuable time excavating under them to continue pipe work. Jimmy took photos for documentation. We had two concrete contractors price replacing the 8' sidewalk and 6' valley gutter at open cut. Called Beau to give him the prices.
Problems: force main not located. Storm drain not located.
Set up to lay sewer. Set 1st joint 8' from first MH. Laid to next MH. Less 16' will set last joint and 1/2 tomorrow morning and MH. Encountered by pass main not shown on drawings. Another yard drain 10" and went under force main. Back fill 5" up. Compaction ok on first lift. 2" over pipe. 12' cut deep.