Preliminary Engineering Report. This task includes defining and clarifying Owner’s requirements for the Project, including design objectives and constraints, space, capacity, and performance requirements, flexibility and expandability: Utilizing the wastewater treatment facility recommendations from the 2018 Wastewater System Master Plan, review the recommendations and design parameters with the Town. Consult with and analyze requirements of governmental authorities having jurisdiction to approve the portions of the Project to be designed or specified by Barge. Conduct preliminary project meeting with Tennessee Department of Environmental and Conservation (TDEC) staff as required by state regulations. Prepare a preliminary engineering report (PER) detailing the upgrades recommended. The report will, as appropriate, contain schematic layouts, sketches, and conceptual design criteria with appropriate exhibits to indicate the agreed to requirements, considerations involved, and Engineer’s recommended solution(s). The PER will conform to TDEC requirements. Conduct review meeting with Town staff to review PER and obtain any feedback from the Town on the elements of the project. Submit final PER to Town (PDF format and two hard copies). Submit final PER to TDEC for regulatory agency review.
Preliminary Engineering Report. Terra Associates, Inc. will prepare a Preliminary Engineering Report. Xxxx X00: Specifically, we will do the following: • Different design options • Lane re-configurations • Traffic counts Traffic Signal Design. Terra Associates, Inc. will prepare a preliminary and final set of civil engineering construction plans for the Traffic Signal Modification Design of SH 6 at US 90A. The Traffic Signal Modification Design will be designed according to the Fort Bend County Engineering Department design standards and guidelines. Xxxx X00: Specifically, we will do the following: • Changes to the mast arm lengths and changes to the traffic signal pole sizes and foundation sizes (if required). • Layouts will include existing conditions, demolition, proposed traffic signal, electrical schedule, and pole/controller location tables, pavement marking and signage, and associated standards from Fort Bend County • Provisions for modifications along the northbound XX 0 Xxxxxxxx Xxxx approach will be incorporated into the signal design Signing and Striping. Layouts for Pavement Markings and Signage at the intersection of SH 6 and US 90A will be provided. Xxxx X00: Specifically, we will do the following: • Pavement markings and signage layouts will be provided at the study intersection • Signage and striping for the northbound XX 0 Xxxxxxxx Xxxx will also be provided [limited to 600FT south of the existing stop bar location] Traffic Control Plans. A Traffic Control Plan (TCP) will be designed for the construction of the traffic signal modifications at the intersection of SH 6 and US 90A. Xxxx X00: Specifically, we will do the following: • Design and prepare phasing TCPs for the construction of the traffic signal modifications. • Original submission and 1 revision Bidding Phase and Construction Phase Services. We will assist Client in the advertisement of the Project for bid, prepare bid items for the formal Contract Documents, attend prebid and preconstruction conferences (if requested). Xxxx X00: Specifically, we will do the following: • Design and prepare phasing TCPs for the construction of the traffic signal modifications. • Original submission and 1 revision Survey. Our sub-consultant will acquire a topographic survey. Xxxx X00: Specifically: • Control & Monumentation – Prepare Survey Control Map • Category 1A Survey – Project map of existing and proposed ROW • Descriptions and Exhibits for parcel takings – 3 max • KMZ file of ROW Takings Additional Tasks. Fort Bend County m...
Preliminary Engineering Report. The DESIGNER shall complete a Preliminary Engineering Report (PER) that will serve as the basis for the design of the project and shall be updated to a Final Engineering Report prior to final design. While the OWNER may provide documents created by others for the DESIGNER to utilize, the data shall be verified, updated, or otherwise confirmed by the DESIGNER prior to utilizing for design purposes. All data, assumptions and supporting analysis utilized by the DESIGNER shall be the responsibility of the DESIGNER to confirm and validate with their own forces. At minimum, the following items shall be addressed in the PER: Modeling and evaluation to confirm the following: o Optimal flow rates and storage volumes under max day and average day demands considering water quality and pressure. o System impacts under five different emergency scenarios. o Necessary and recommended additions/modifications to the piping network to improve system performance. The design of the Crossroads Ground Storage Tank (GST) shall consider the following: o Tank types, costs, and manufacturers’ ability to meet desired criteria. o Soil investigations findings.
Preliminary Engineering Report. The DESIGNER shall complete an abbreviated Preliminary Engineering Report (PER) that will serve as the basis for the design of the project. While the OWNER may provide documents created by others for the DESIGNER to utilize, the data shall be verified, updated, or otherwise confirmed by the DESIGNER prior to utilizing for design purposes. All data, assumptions and supporting analysis utilized by the DESIGNER shall be the responsibility of the DESIGNER to confirm and validate with their own forces. At minimum, the following items shall be addressed in the PER: All field investigation findings. Route analysis. Determination of feasible installation methods and evaluation of pipe material suitable for installation at Bachelor Branch. Comprehensive listing of all permits, zoning & regulatory requirements, encroachment agreements, and other requirements necessary for construction and operation of the project. A preliminary cost for the construction of the recommended facilities associated with this project. Construction costs shall be itemized and each shall be detailed enough so that costs of typical pipeline elements are identified. Additions, modifications, and deletions of significant design elements throughout the design phase shall include a cost estimate as well. Changes to the estimated cost will be discussed at all progress meetings. A detailed project schedule for all project activities. The schedule shall be updated and evaluated at the Monthly Progress Meetings.
Preliminary Engineering Report. A. Data Collection
Preliminary Engineering Report. 1. The following items will be evaluated and included in the Preliminary Engineering Report:
Preliminary Engineering Report. A. Summarize finding and analysis from Task 3.
Preliminary Engineering Report. The Preliminary Engineering Report Phase will begin with a one-day field reconnaissance of the water control structure by both the water resources and geotechnical engineers, and a detailed topographic survey of the structure and immediate surrounding area including JD20. Condition assessments will be made for the following: • Sheet pile water level control structure, including inlet approach area and outlet channel to JD20. • Rip rap. • Embankment (dike), including general condition, identification of areas where erosion or other stress has occurred, condition of clay core based on visual observations, and condition of vegetation. • JD 20 on the south bank along the embankment. The geotechnical investigation, based on information available at this time, will include a one- day field reconnaissance and collection of one soil boring in the area of the sheet pile. First the field reconnaissance and visual inspection will occur, followed by collection of the soil boring. The results of field reconnaissance will be used to confirm the subsurface testing program. If an unusual or unforeseen condition if found, it may be necessary to collect more than one soil boring and a cost to compete the additional testing will be provided. The field inspection and topographic survey will be used to confirm dam safety permit needs required by Minnesota Administrative Rules 6115.0300-0520. For instance, the height of the dam will be confirmed. If the height is 6-feet or less than the structure would not be considered a dam for which a dam safety permit would be needed for reconstruction. A hydrologic and hydraulic analysis will be completed for the control structure to identify water levels in Plaman Lake for design storms ranging from a 2-year 24-hour event to a 100-year 24-hour event. This analysis will be based on the existing water control elevation and used to confirm the sheet pile design. The analysis will also be used to review downstream (outlet) conditions, and as part of a Public Waters permit application to the Minnesota DNR. Structures that control the water level of a public water lake are subject to permitting through the Public Waters program.
Preliminary Engineering Report. Prepare a report to collectively discuss the study activities listed under this task including a recommended corridor for the Phase A interceptor. At a minimum, the report shall include the contents listed in TDEC Design Criteria for Sewage Works, Chapter 1 Section 2.
Preliminary Engineering Report. After the PER Presentation, a final Preliminary Engineering Report will be prepared to include exhibits, supporting reports, and final recommendations. Any remaining issues identified by the project team or Fort Bend County during the final preparation of the final study report, will require a decision from Fort Bend County prior to final Preliminary Engineering Report submittal.
