Proposed Construction. Presale Properties where the lot is purchased as part of the cost of the home to be built may be entered into the MLS.” 8
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. Anticipated Site Conditions 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. PROPOSED SCOPE OF WORK Site Investigation 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).
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 Xxxx 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. The initial mainline construction does not include the fiber connection from the roadway or right of way to the individual home/business owner’s buildings or structures, nor the indoor installation of routing equipment. A separate fee*, xxxxxxxxxxxxxx, would be charged to each resident/business for this property work as services are ordered. Co-Mo would request the City’s support in obtaining additional property easements as required to facilitate the most effective network design and placement of any communication cabinets. Co-Mo Connect will construct fiber optic infrastructure within the city limits of Xxxx Camp to provide the followingservices to the city: • Internet Access with 100Mbps, 250Mbps, and 1Gbps Service Plans (upload and download with no bandwidth caps) • TV – HALO services • Home Phone Co-Mo Connect will build , at no additional cost, a wireless network to serve the downtown area of Xxxx Camp by working with local businesses to install wireless access points and repeaters stations that will accommodate public internet service coverage. (Details of these plans are documented in Exhibit B, Business Rates are outlined in Exhibit C.) *A discounted $50 promotional installation fee would be charged to residents at sign-up during the construction period and for a minimum of 30 days after in order to cover up to 350’ of aerial or buried fiber line extension from the fiber cases on the fiber infrastructure to the Network Interconnection Device (NID) which is installed on the home. Buried fiber runs >350’ are staked by Co-Mo’s Engineering team and charged based on footage. Basic indoor fiber cabling from the NID to the Co-Mosupplied router to be placed in the home is included. After the construction period concludes the installation fee increases to $150. * Existing Provincial Cable customers will be installed with fiber services for no installation fees should they choose to continue broadband service with Co-Mo. Exhibit A – City of Xxxx Camp City Limits – Fiber Construction Boundaries Construction Schedule Timeframes listed are from the data of ...
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. PROJECT CONSIDERATIONS Based on the limited previous study, the Xxxxxx 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.
