Preliminary Engineering Report Sample Clauses
Preliminary Engineering Report. The Engineer shall prepare an engineering summary report to summarize the design criteria, traffic analysis, preliminary cost estimate and basis of estimate, construction sequence description, and utility conflict issues. Deliverables for the Preliminary Engineering Report will include: • Refined project description • Preliminary analysis of project challenges and opportunities • Preliminary schedule for project development • Identification of utility relocations and which of them are in conflict with the project • Refined cost estimate (including estimate for city driven utility relocations and future engineering costs) • Preliminary roll plot depicting horizontal and vertical alignment
Preliminary Engineering Report. “PER”). The Professional shall prepare a PER that includes 30% design plans and describes the scope of the Project for final design, right-of-way requirements, easement requirements, permitting, constructability, OPCC and schedule. The PER shall include Project implementation, phasing and packaging for all portions of the Project. The Professional shall submit a draft PER for NBU review and comment as well as a final PER incorporating all NBU comments. The final PER shall be submitted within 30 days of receiving comments.
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. 1P - Pre-Design Study Bi-Weekly 30 Minute Progress Meetings (6 Months) 9.0 9.0 18.0 $ 5,355.00 Bridlewood and Xxxxx Meadow.- Sight Triangle Evaluation (4 Approaches) 1.0 1.0 2.0 2.0 10.0 16.0 $ 2,322.60 ROW Exhibit 1.0 4.0 4.0 12.0 21.0 $ 2,856.80 Identify Existing Utilities and Create Utility Conflict Table 1.0 4.0 5.0 $ 912.00 Schematic Plan Sheets Layout of Roadway and Detention - Proposed Conditions Evaluation 2.0 2.0 4.0 4.0 4.0 8.0 12.0 24.0 60.0 $ 10,466.80 Draft PER Report 2.0 2.0 2.0 2.0 2.0 2.0 8.0 20.0 4.0 44.0 $ 7,208.40
Preliminary Engineering Report. T - Traffic T - Traffic Total $ 36,400.4 PTIONAL / ADDITIONAL SERVICES - PHASE 1 PRELIMINARY ENGINEERING REPORT COST $ 36,400.4 1 1 OTAL - PHASE 1 PRELIMINARY PRELIMINARY ENGINEERING REPORT COST 51,609.6 $ Re: “Fort Bend Mobility Project” City of Fulshear, Fort Bend County, Texas. (WJN 53431) Surveying Services Service Price Stake Xxxxx Street R.O.W. $1195.00 Notes:
Preliminary Engineering Report. Terra Associates, Inc. will prepare a Preliminary Engineering Report. Task T01: Specifically, we will do the following: 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. Task T02: Specifically, we will do the following: Signing and Striping. Layouts for Pavement Markings and Signage at the intersection of SH 6 and US 90A will be provided. Task T03: Specifically, we will do the following: 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. Task T04: Specifically, we will do the following: 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). Task T05: Specifically, we will do the following: Survey. Our sub-consultant will acquire a topographic survey. Task T06: Specifically: Additional Task T07: Additional Task T08:
Preliminary Engineering Report. NO CHANGE
Preliminary Engineering Report. FNI will prepare a preliminary engineering report to be used as guidance in the development of the golf course master plan and conceptual site design for the clubhouse, driveway and parking lot. the report will include the following information:
Preliminary Engineering Report. Project Description: The project includes the review and analysis of the City of Xxxxxxxx public water supply system, including the following system components: • Raw water supply (xxxxx) • Water treatment plant • Finished water storage • Distribution system feeder mains • Other components as specifically identified in the Agreement Goals and Objectives of Study: The goals and objectives of this study include the following: • Review historical water demands. • Evaluate future growth scenarios and projected water demands. • Evaluate water supply needs and identify water sources to meet projected water demands. • Evaluate the technical feasibility, cost, and operational considerations for a new water treatment facility. Technologies evaluated will include Lime Softening and Membrane Softening. • Determine long-term water storage needs. Scope of Study: The study will review historical water demands from 2012 through 2022 and make projections of future water demands to 2042, in 5-year increments, and 40-year ultimate projection to 2062. The current capacities and condition of the City’s xxxxx will be reviewed and updated to ensure enough raw water supply capacity is available. Current well pumping rates and drawdown levels will be reviewed. Water quality sampling and testing will be performed to verify water quality. Owner will pay for laboratory testing costs separately. Jordan Aquifer rule will be reviewed, additional water sources will be evaluated as necessary, if Jordan well drawdowns will approach Tier 1 or Tier 2 protection levels. A localized groundwater model of the Jordan Aquifer in Grinnell will be completed. The study will evaluate the costs and feasibility of different treatment alternatives to meet the city’s water quality and demand needs. The two alternatives will be Reverse Osmosis and Lime Softening. Current water storage volumes will be reviewed in comparison to future (2042 and 2062) water demand projections.
Preliminary Engineering Report. 5.1. Perform a site visit to document project characteristics including taking sufficient photographs and measurements as needed.
5.2. Prepare a Final Drainage Report that, at a minimum, includes the following:
5.2.1. Introduction and description of project.
5.2.2. Identification of existing conditions.
5.2.3. Alternatives Analysis – One analysis. Xxxxxxxx Drain Reconstruction along similar alignment with potential to reroute around buildings or railroad tracks.
5.2.4. Utility Coordination/ Utility Conflict Analysis.
5.2.5. Identification of expected permits. 5.2.6. Proposed construction schedule. 5.2.7. Summary of Norfolk Southern Requirements.
5.3. Up to two (2) meetings with INDOT representatives to discuss project scope and determine reimbursement schedule.
5.4. Engineers Opinion of Probable Cost
5.4.1. Develop cost estimate for Xxxxxxxx Drain reconstruction.
5.4.2. Provide estimates in unit price format.
5.4.3. Separate out potential cost reimbursements from INDOT, Do It Best Building and Railroad. 5.4.4. Costs to be inflated to 25/26 construction dollars.
5.5. Perform preliminary constructability review and identify potential risk factors
5.6. Perform QA/QC on all calculations and documents provided to the LOCAL PUBLIC AGENCY.