Quality Level A Utility Test Holes Sample Clauses

Quality Level A Utility Test Holes. Upon CITY approval, CONSULTANT will excavate by air-vacuum or other minimally invasive methods up to twenty (20) test holes. This work includes: • Providing all necessary personnel, equipment, supplies, management and supervision needed for the test hole excavation, backfill and restoration. • Contacting the appropriate one-call system to request utilities to be marked on-the- ground prior to beginning excavation of test hole. • Providing and utilizing appropriate traffic control devices, as necessary, in conformance with the MUTCD, including any state or locally adopted supplements. If closures or additional traffic control equipment is needed other than signs and cones, additional direct expenses will be charged. • Preparing documentation for each test hole attempted. This documentation will include the horizontal and vertical position of the targeted utility or structure, a general description of the target utility, with condition, material and general orientation noted, a generalized description of the material encountered in the test hole, and any other field observations noted during the excavation. A. AutoCAD file containing the results of the SUE investigations. B. Test hole reports.

Quality Level A Utility Test Holes. Consultant will excavate by air-vacuum or other minimally invasive methods up to 2 test holes. One (1) test hole for the 8” high pressure Atmos gas line and one (1) test hole for the 36” sanitary sewer line are necessary in order to identify the exact horizontal & vertical locations. Unless specified otherwise in this scope, the location of the tests hole will be outside of any paved area. This work includes: a. Providing all necessary personnel, equipment, supplies, management, and supervision needed for the test hole excavation, backfill and restoration. Fence removal and restoration is included for access to the 8” high pressure Atmos gas line. b. Coordinating with Town, property owner, and/or permitting authorities as needed, to obtain permission or rights-of-entry with help from the Town. c. Contacting the appropriate one-call system to request utilities to be marked on-the-ground prior to beginning excavation of test hole. d. Providing and utilizing appropriate traffic control devices, as necessary, in conformance with the MUTCD, including any state or locally adopted supplements. e. Preparing documentation for each test hole attempted. This documentation will include the horizontal and vertical position of the targeted utility or structure, a general description of the target utility, with condition, material and general orientation noted, a generalized description of the material encountered in the test hole, and any other field observations noted during the excavation.

Quality Level A Utility Test Holes. Consultant will excavate by air-vacuum or other minimally invasive methods up to 2 test holes on the 30” high pressure Atmos gas line in order to identify the exact horizontal & vertical locations. Unless specified otherwise in this scope, the location of the tests hole will be outside of any paved area. Also, if locating the end of casing is requested the cost will be based on an hourly charge based on the fee schedule below. This work includes: a. Providing all necessary personnel, equipment, supplies, management and supervision needed for the test hole excavation, backfill and restoration. b. Coordinating with Town, property owner, and/or permitting authorities as needed, permission or rights-of- entry with help from the Town c. Contacting the appropriate one-call system to request utilities to be marked on-the-ground prior to beginning excavation of test hole. d. Providing and utilizing appropriate traffic control devices, as necessary, in conformance with the MUTCD, including any state or locally adopted supplements. (if closures or additional traffic control equipment is needed other than signs and cones additional direct expenses will be charged) e. Preparing documentation for each test hole attempted. This documentation will include the horizontal and vertical position of the targeted utility or structure, a general description of the target utility, with condition, material and general orientation noted, a generalized description of the material encountered in the test hole, and any other field observations noted during the excavation.