Final Engineering Clause Samples

Final Engineering. Typical Section (2 ▇▇▇▇▇▇▇▇, ▇ ▇▇▇▇▇▇▇▇, ▇▇▇▇ analysis) 2 16 32 Notes/ Index/ Standards 1 24 24 Summary of Quantities 3 24 72 Schedule of Quantities 3 24 72 Maintenance of Traffic 4 20 80 Plan and Profile 4 24 96 Drainage and Utility Plans and Tables 4 32 128 Grading Plan 1 20 20 Sub-Total (Page 1) 26 1616 Final Drainage Calculations for Selected Alt, Inlet Spacing, Orifice Sizing, Etc. 48 Special Provisions 48 Estimate of Time 24 Estimate of Cost (PreFinal and Final) 32 Consultant and District Details (12 Roadway, 6 Signal) 18 2 36 Lighting Plan Coordination 2 4 4 Traffic Signal Plans (if needed) 4 28 112 Erosion Control Plans 2 16 32 Cross Sections (3200'@ 50' = 64 Full & 3 half) -Full Cross Sections (64 @ 3MH/Section) -Half Driveway Sections (3@ 2MH/Section) 14 198 Meeting/Field Checks/ Coordination (See Attached) 68 Utility Coordination (Permit, Conflicts, etc.) ▇▇ ▇▇/▇▇ (24 MH Concept, ▇▇ ▇▇ ▇▇▇▇▇▇▇▇, ▇▇ ▇▇ ▇▇▇▇▇) ▇▇ ▇▇▇▇▇ ▇▇▇ Coordination 40 Permits (See Attached) 108 ROW Plats & Legals (13 Parcels) 192 Sub-Total (Page 2) 42 1046 Sub-Total (Page 1) 26 1616 Administration/ Management 104 Total 68 2,766 Data Collection (Land Use, Zoning, School, Park, Fire and Sanitary Districts, Counties, Etc. Traffic Counts 36 Obtain Review and Analyze Data (Traffic Data, Soils Information, ROW and Utility 16 Plans, etc.) Phase I Environmental Survey (investigate past uses and the register for UST's) 4 (Coordinate with Sub-Terracon) Field trips to the area 12 TOTAL WORKHOURS = ▇▇ ▇▇▇▇▇▇▇ Topography (River Road, ▇▇▇▇▇▇ Road and ▇▇▇▇▇▇ Ct. - 20' outside ROW limits - no stream sections are included) 136 13 Parcel Surveys 84 Horizontal and Vertical Control Check 28 Alignment, Ties and Benchmarks 24 TOTAL WORKHOURS = 272 Wetland Delineation 40 Jurisdictional Determination 8 Wetland Report 24 Agency Coordination 10 Local Agency Meetings (Nature Preserves, IEPA, ACOE, etc. Assume 3 Agencies) TOTAL WORKHOURS = 90 Capacity Analysis (Exisiting Intersection Warrants) 32 Capacity Analysis (one Standard Signalization) 78 Capacity Analysis (one Roundabout) 10 TOTAL WORKHOURS = 120 Plan Studies, including alignment, geometrics (42 MH/alternative) 84 Profile Studies 12 Cross Section Studies (100' sections plus driveways for the preferred alternative) ▇▇▇▇▇ ▇▇ (▇▇▇▇' @ 100' = 20 @ 1 hrs/section for 2 alternates) ▇▇ ▇▇▇▇▇▇ ▇▇ (1000' @ 100' = 10 @ 1 hrs/section for 2 alternates) 20 ▇▇▇▇▇▇ Ct (200' @ 100' = 2 @ 1 hrs/section for 2 alternates) 4 Typical Cross Sections 8 Plot Proposed ROW...

Final Engineering. ▇▇▇▇▇▇-▇▇▇▇ is to provide Final Design Plans for the project. Design will include structural calculations and load rating for the bridge, as determined by ▇▇▇▇▇▇-▇▇▇▇. Plans and calculations will be prepared in accordance with the following standards:

Final Engineering. Services to include coordination and management, meetings and travel, preparation of final plans and project manual, finalize permitting and updated probable construction cost. ☐ Designing to a Construction Cost Limit (Not Included) ☒ Bidding or Negotiating Services ▇. ▇▇▇▇▇▇▇ or Negotiating Services: Under this Task Order, the Engineer will perform bidding or negotiating services subject to the terms of A1.04 of the Agreement.

Final Engineering. After approval of the preliminary design report by the city, preparation of final engineering documents will begin. ▇▇▇▇▇ ▇▇▇▇▇▇▇ will take overall responsibility for the preparation of the plans and specifications with QA/QC review provided by ▇▇▇▇ ▇▇▇▇▇. Final engineering tasks will be completed as summarized below. a. ▇▇▇▇▇ ▇▇▇▇▇▇▇ and ▇▇▇▇ ▇▇▇▇▇ will review city provided front end documents to verify consistency and check for conflicts with project drawings and specifications. DocuSign Envelope ID: C51CA1F9-52D7-4F4E-BF52-145AC5FABBCF b. ▇▇▇▇▇ ▇▇▇▇▇▇▇ will oversee the preparation of construction sequencing plans and notes, including details of the temporary bypass facilities. ▇▇▇▇▇ will review city furnished specifications in CSI format and make necessary edits and amendments for this project. The title sheet, notes, abbreviations, equipment summary, and other general information included on the plans will be prepared by ▇▇▇▇▇ ▇▇▇▇▇ under the direction of ▇▇▇▇▇ ▇▇▇▇▇▇▇. Construction sequencing plans and notes will clearly identify the required order of construction and method of keeping the existing lift station in service while improvements to the piping and new lift station are completed. c. ▇▇▇▇▇ ▇▇▇▇▇▇▇ will oversee the preparation of lift station civil design plans, including a demolition plan for existing facilities, horizontal control plan for the new lift station, access improvements, precise grading and paving, perimeter fencing and gates, and landscaping improvements. ▇▇▇▇▇ ▇▇▇▇▇ will be the civil designer preparing these plans under the direction of ▇▇▇▇▇ ▇▇▇▇▇▇▇. Traffic control plans will be prepared by ▇▇▇ ▇▇▇▇▇▇▇▇▇ under the direction of ▇▇▇▇▇▇ ▇▇▇▇. d. Structural and architectural plans will be prepared by SMR as a subconsultant to KWC. SMR will prepare plans for the wet well, pump room, control room, and equipment slabs on the site. The SMR design will be based on mechanical backgrounds provided by KWC and ▇▇▇▇▇ ▇▇▇▇▇▇▇ will provide the necessary coordination and oversight. SMR will also be responsible for HVAC design of the pump and control rooms, review of applicable sections of the technical specifications, and confirming that the design meets all applicable code requirements. e. ▇▇▇▇▇ ▇▇▇▇▇▇▇ will prepare the mechanical design for the lift station including lift station hydraulic profile, pump room piping and equipment layout, biofilter odor control system, wet well, potable water system, diesel engine driven pump and discharge pip...

Final Engineering. Final engineering includes the preparation of plans, specifications, and estimates (PS&E) as well as supporting analysis and reports. All final engineering documents will be prepared in accordance with current City standards, specifications, and ordinances. Each final engineering milestone submittal (60%, 90%, 100%, and Final) will be made only after all submitted documents have completed Consultant’s QA/QC and Constructability review process. The SOW and related fee is based on the preparation of two

Final Engineering. ‌ On more complex utility relocations, the District will have to stake the right-of-way prior to the utility staking the reroute and completing final design. On urban projects with a number of utilities involved, the Utility Engineering Specialist should arrange for a joint meeting with all utility companies to discuss joint trenching and placement of facilities. In these cases, it may be helpful to have the Helena Utilities Section in attendance. After the utility company completes their final engineering the Utility Engineering Specialist should review the relocation route with the utility company for any conflicts with the proposed construction features (e.g., pipes, manholes), clearance of the proposed aerial crossings and depth of underground crossings. Make sure the installations meet the minimum requirements as set forth in Chapter 43 “Guidelines for Utility Occupancy on Highway Right-of-Way” of this Manual, after the road construction project has been finished.

Final Engineering. A. Initial Kickoff Meeting Two (2) people from COMPANY will attend one (1) field meeting with CLIENT to ascertain that the scope of proposed improvements is clearly defined and to confirm the project schedule. B. Pedestrian Crossing Improvements Design and Plan Preparation. COMPANY will perform one (1) thorough field evaluation of the proposed pedestrian crosswalk locations to be improved. The above identified field evaluation will obtain measurements, define the pedestrian improvement strategy, and review existing sidewalk ramps for compliance with current ADA standards. To minimize travel expenses, COMPANY will perform the field evaluation after the Initial Kickoff Meeting described in 2.2.A, on the same date The proposed improvements for the pedestrian crossings will be designed and depicted on plan sheets for each area previously defined in Section 1.1. The plan sheets will include the proposed sidewalk layouts, detailed proposed ramp elevations, ADA detectable warning plate configurations, pavement patching, curb and gutter improvements, utility structure adjustments, proposed high visibility striping applications, and locations of proposed signage and solar powered flashing beacon assemblies. Removal items, consisting of removal of existing sidewalks, combination concrete curb and gutter, and brick pavers, as applicable will be quantified in the project schedule and labeled on the plan sheets with the proposed improvements. Also included in the project plan set will be a cover sheet with a location map of the area of improvement, a summary of quantities, general notes, and miscellaneous details, as applicable.