2. Scope of Work: The work to be done consists of, but is not limited to: a) Point (spot) repairs of 6-inch diameter and 8-inch diametersanitary sewer mains, lower laterals and lateral connections to the main at various locations. Please note that the work requires coordination with City and private property owners. b) Open cut replacement ("Method "C") of 40 linear feet of 8-inch and 6-inch sanitary sewer pipe. Pipe bursting (Method "B") of 596 linear feet of 8-inch sanitary sewer pipe. c) Traffic Control Plans (TCP) must be prepared to avoid and minimize construction impacts on pedestrian, bicycle, and bus facilities in Berkeley consistent with the City’s policies. TCPs must follow the guidance and intent provided in APPENDIX 10. d) Many of the works sites are located within City of Berkeley Fire Zone 2 and are subjected to restrictions imposed during Red-Flag fire hazard warnings. e) Many of the work sites are located on private properties with limited access.. Mobilization and demobilization ; Traffic Control Plan and provisions ; Lighted message board ; Pre-construction audio/video survey and distribution of public notices ; Pre-construction closed circuit television (CCTV) inspection and location of active sewer laterals ; Rehabilitate existing maintenance hole or junction box, all depths; includes new drop maintenance hole installation; Construct std. maintenance hole and drop maintenance hole, eccentric cones, all depths ; Remove existing structures and construct std. maintenance hole, drop maintenance hole, junction box or lamphole, eccentric cones; including lining, where flowline depth of MH is less than 5' below ground surface ; Remove existing structures and construct std. maintenance hole, drop maintenance hole, junction box or lamphole, eccentric cones; including lining, where flowline depth of MH is greater than or equal to 5' and less than 10' below ground surface ; Remove existing structures and construct std. maintenance hole, drop maintenance hole, junction box, or lamphole, ecccentric cones; including lining, where flowline depth of MH is greater than 10' below ground surface
