Site work for a water / sewer project in Meadville, Pennsylvania. Completed plans call for site work for a one-story above grade water / sewer project.

A. Contractor shall provide all labor, materials, equipment, and incidentals as shown, specified, and required to design, furnish, and install as specified in the Contract Documents. A. Contractor shall provide all labor, materials, equipment, and incidentals necessary to attend and participate in project meetings in accordance with the plans and specifications. B. General. Provide the labor and materials necessary to attend and participate in project meetings in accordance with the plans and specifications. C. Conferences and Meetings. This section specifies administrative and procedural requirements for project meetings including but not limited to: 1. Preconstruction conference. 2. Progress meetings facilitated by the engineer. A. Contractor shall provide all labor, materials, equipment, and incidentals as shown, specified, and required to design, furnish and install as specified in the Contract Documents. B. Contractor shall be responsible for adhering to the project Erosion and Sediment Control Plan, including but limited to, protection of existing drainage features and vegetation, application of Best Management Practices, and implementation of the project Frac-Out Contingency Plan (Contract C - Race Street Pump Station Force Main Replacement). C. SWP3 Preparation 1. Prepare an SWP3 for this project, obtain necessary permits, provide dust control, and terminate coverage under the permits, if necessary, upon completion of the work. A. Contractor shall provide all labor, materials, equipment, and incidentals for delivery, storage and handling. B. Products shall include, but not limited to, purchased items for incorporation to complete the work, regardless of whether specifically purchased for the project or taken from the Contractor's stock previously purchased. Materials shall include, but not limited to, objects substantially cut, shaped, worked, mixed, finished, refined or otherwise fabricated, processed, installed, or applied to complete the work. Equipment shall include, but not limited to, operational parts, regardless of whether motorized or manually operated, and particular products with service connections (Wiring, piping, and other like items). C. Transport and handle materials and equipment in accordance with the manufacturer's recommendations and requirements of Contract Documents. Make all arrangements for transportation, delivery, storage, and handling of equipment and materials required for prosecution and completion of the work. 1. No payment will be made to the Contractor for equipment or materials not properly stored and insured or without approved Shop Drawings. Previous payments for items will be deducted from subsequent progress estimate(s) if proper storage procedures are not observed. A. Contractor shall provide all labor, materials, equipment, and incidentals as shown, specified, and required to design, furnish, and install as specified in the Contract Documents. B. Scope of Work 1. This section includes the clearing and grubbing of the work site and the following: a. Clearing of area. b. Grubbing of stumps and roots. c. Removal of all other vegetation. d. Protection of designated trees. e. Removing above- and below-grade structures. f. Removal of all asphalt and concrete pavement as indicated. g. Disposal off-site of all material generated by the clearing and grubbing operations. A. Contractor shall provide all labor, materials, equipment, and incidentals as shown, specified, and required to design, furnish, and install as specified in the Contract Documents. 1. This section specifies cast-in-place concrete, including formwork, reinforcing, mix design, accessories, placement procedures, joints, embedments, finishes, curing, supports for equipment and piping, and grout toppings for tanks. 2. Other specification sections may reference this section for other cast-in-place concrete items. A. The General Contractor under Contract A shall provide all labor, materials, equipment, and incidentals as shown, specified, and required to design, furnish, and install as specified in the Contract Documents. The work shall be complete, and all work, materials, and services not expressly indicated or called for in the Contract Documents which may be necessary for the complete proper construction of the Work in good faith shall be provided by the Contractor as though originally so indicated, at no increased cost to the Owner. B. Scope of Work 1. Complete the excavation, backfill, and embankment necessary to construct the work as shown and specified herein. This section includes the following where applicable: structures, underground utilities, and preparing subgrade for pavements, walks, or slabs. C. Definitions 1. Excavation. The removal of material to required subgrade elevations and disposal of excavated materials. 2. Backfill. Below grade placement and compaction of specified materials to required elevations. 3. Unauthorized Excavation. The removal of materials beyond required subgrade elevations or dimensions without specific direction. 4. Subgrade. The undisturbed earth or the compacted soil layer immediately below foundations, pipe trenches, mud mats, pavement, slabs, walks, base, compacted foundation, embankment, or as shown. 5. Embankment. An engineered fill constructed of compacted, suitable earthen materials used to raise grade to the required elevations. A. Contractor shall provide all labor, materials, equipment, and incidentals as shown, specified, and required to design, furnish, and install as specified in the Contract Documents. B. Directional drilling including all work necessary for the directional drilling installation of pressure pipe. Provide services in accordance with the best industry practice and these specifications. Furnish all labor, equipment, and materials necessary to accomplish the work. A. Scope of Work. Provide the labor, tools, equipment, and materials necessary to install the pipe and fittings in accordance with the drawings and specifications. The work includes, but is not limited to, the following: 1. Excavation, preparation of the trench bottom and bedding. 2. Shoring and bracing. 3. Piping beginning at the outside face of structures or building foundations, unless specifically included under other sections. 4. Piping beneath structures. 5. Installation of supports, restraints, and thrust blocks. 6. Work on existing buried pipelines. 7. Installation of all joints, fittings, specials, couplings, adapters, sleeves, tie rods, jointing and gasketing materials, and all other work required to complete the piping installation. 8. Valves, gates, and specials shown or specified for the piping systems. 9. Testing and disinfection. 10. Cleaning. 11. Trench maintenance.