Proposed Construction Clause Samples

Proposed Construction. We understand the project includes the construction of a 24-foot precast concrete bridge to replace the existing stone culvert over the Spruce Brook. Construction activities relative to our involvement include cast-in-place concrete footings and wing walls and soil backfill for foundations. We understand construction is planned to start in the spring/summer of 2025 and finish in the fall of 2026. ▇. ▇. ▇▇▇▇ Engineering, Inc. (▇.▇.▇▇▇▇) will perform the following construction materials testing and observations as directed by you or your designated representative.

Proposed Construction. The proposed project will consist of a new bridge structure across Slough, Roadway improvements will include new approaches to the structure. Due to the existing soil conditions, it is anticipated that deep foundations with special design will be required to support the structure. Based on the limited previous study, the ▇▇▇▇▇▇ Slough area at Harkins Slough Road is underlain by peaty soils to depths on the order of feet. This poses several design challenges for the bridge foundation. Consideration will have to be given to issues such as, Settlement and down-drag loading on piles Lateral capacity of piles and depth to point of fixity Vertical capacity and pile lengths Constructability of selected pile type due to soft peat and caving conditions Seismic design considerations due to soft ground amplification, lack of lateral capacity in peaty soils etc. Potential for liquefaction and lateral spreading Treatment of approach fill on soft soils Based on these issues we have developed a detail scope of work for project as discussed in the following sections

Proposed Construction. The pump building will be a one story, pre-engineered steel building approximately 18 feet by 24 feet in plan size. The building will be constructed near existing site grade, at elevation 5245. A 35 feet long, 20000 gallon fiberglass tank of 10.5 feet in diameter will be installed partially under the building. The top of the tank will be about 4 feet below the pump house floor slab and the tank will be about 2 feet horizontally from the footing under one side of the building. The line load from the footing is 1,000 pounds per linear foot dead and the live load is 300 pounds per linear foot. We were informed that footings constructed in the tank backfill are planned for the pump building. To reduce the potential settlement of the backfill and allow the use of footings and slab above the tank, the tank will be installed on a 12-inch thick pea gravel bed and backfilled with flow fill to the spring line. Soil backfill will be placed above the flow fill. The footings may be constructed 4 feet or deeper below the finished grades. The back wall that crosses over the tank will be designed to span across the tank (no point load on the tank). The slab-on-grade will also be designed to span across the tank.

Proposed Construction. The mainline fiber construction will be primarily aerial in existing power poles, utilizing strand and fiber method, with the fiber optic cable and telecom cases distributed across approximately 12 miles throughout the ▇▇▇▇ Camp city limits. Placement will primarily occur within the existing utility right of way and/or roadways but may require additional property easements based on final Engineering design.

Proposed Construction. Based on the information provided in the proposal documents, we understand the project consists of replacing the current sewer/water infrastructure in the city of Heber. The site is approximately 342 acres. We anticipate that the construction will be sewer and water trenches with new sewer/water pipes. A correct understanding of the project is critical in order for us to plan the study and provide appropriate recommendations. We anticipate the subsurface soils will consist of alluvial sand and gravel. Groundwater is not anticipated within ten feet of the surface, but soil and groundwater conditions vary from site to site. The central area of Heber city is generally relatively flat with various high and low points resulting from decades of construction, erosion, development, etc. The areas to be replaced are expected to be in asphalt roadways, lawns, under sidewalks, and in generally moderate traffic areas. According to the Central Utah Liquefaction Potential Maps, the site is located within an area mapped as having a “Very Low” liquefaction potential. We propose performing the following field work: ● Drilling fifteen (15) test holes using a drill rig with hollow-stem augers to a depth of about 15 feet. ● Traffic Control for three (3) days. All depths are from the existing ground surface and will be advanced to the required depth or until equipment refusal, whichever occurs first. Upon completion, the test holes will be backfilled but not compacted. The purpose of the exploration will be to observe subsurface conditions, estimate the depth of fill if encountered, collect representative soil samples, and to provide information for use in geological and geotechnical evaluations. The soils will be visually classified using guidelines of the Unified Soil Classification System (USCS).