The sewer main service is 12” Truss Pipe and is at a depth of approximately 10.5 feet deep. The lateral coming from 288 McCotter is 4” PVC which is a depth of approximately 10.5’ when connecting to the sewer main. The sewer main is located within the West Bound travel lane, underneath the asphalt roadway one foot from the shoulder of the road on the North side of McCotter Blvd. Contractor shall be responsible for following all OSHA regulations, including the utilization of trench boxes for shoring. The sewer service repair shall consist of replacement of no less than 10’ of the 12” Truss pipe; extending a minimum of 5’ to each side of the lateral located at 288 McCotter. Replacement of the portion of sewer main shall consist of 12” PVC SDR 35 Pipe. The 4” lateral shall be rebuilt approximately 20’ back into the service lateral, which is to the East side of the sewer main. Replacement of the sewer lateral pipe shall consist of 4” PVC pipe. All dewatering shall be the responsibility of the contractor. Contractor shall design and supply a copy of all dewatering plans to a representative of the City of Havelock before the project is to begin. All dewatering shall follow all specifications under section 2 for dewatering within this Scope of Work. Sanitary sewer bypass pumping shall be required during the course of this project. Contractor shall design and furnish all material, labor, equipment, power, fuel, fuel storage, maintenance, etc. to implement a temporary bypass arrangement for the purpose of diverting flow around the work area on a daily basis for the duration of the repair. Contractor shall furnish a copy of the bypass plan to a representative of the City of Havelock before this project is to begin. Access to residences for local traffic shall be maintained throughout duration of the repair.
