Plans, Specifications and Estimate. Upon County acceptance of previous phase, A/E shall proceed with the following for Areas A, B, C, & D:
Plans, Specifications and Estimate. XXX will field verify the proposed signage improvements prior to completion of final design. A total of three (3) site visits are anticipated. • New roadway signs will be designed based on the recommended strategy and standards established by the M.U.T.C.D., PennDOT and the Commission. All roadway signing will be shown on the final design drawings. New signs will be designed using “GuidSign” software. • Roadside safety devices will be designed for the protection of sign structures and shown on the final drawings. • Perform detailed survey in vicinity of new sign structure foundations. • Perform required subsurface exploration including soil borings and foundation recommendations. • Perform sign structure and support designs in accordance with PennDOT standards. • Plans and details will be prepared for M&PT, including detours as required for the construction of the new signs and structures. As many as six (6) detours may be required. Final M&PT design drawings will be prepared to scale, and will show the work zones, lane widths, temporary signing, striping, temporary traffic control devices, and details. XXX will also develop the construction staging of the improvements. M&PT plans will be prepared for review and comment at the 60% and Pre-Final stages, prior to final submission to the Commission. • Construction details for traffic roadway signing and supports, roadside safety devices, temporary M&PT devices and temporary signing will be prepared. PennDOT or NJDOT details will be utilized where appropriate. • XXX will prepare quantity calculations for all proposed items of work. Based on the quantity estimate we will prepare a cost estimate for the fabrication and erection of the proposed and temporary items. • Prepare specifications for the construction contract based on PennDOT standard specifications. • Prepare Plans, Specifications and Estimate Submission for Sign Structures D, Y, A, E, G, S1 and S2. Submissions will include 60%, Pre-Final and Final PS&E. The anticipated plan sheets for the sign structures and signage include:
Plans, Specifications and Estimate a. The Utility shall, at its own expense, perform and provide all engineering, design and related services related to the Utility Work necessary to enable the Department and/or its consultant to generate construction plans, specifications and an estimate of material quantities for the Utility Work to be included in the Project contract. The Utility will be responsible for locating and recording the location of all Utility Work, including services and other appurtenances within the Project area. To the extent possible and consistent with laws, practices and policies of the Department and the industry, the Utility Work shall be performed in accordance with the plans and specifications provided by the Utility and, if applicable, the most recent version of the Department’s Standard Specifications.
Plans, Specifications and Estimate. Add the following to the end of the first paragraph: Consultant shall provide design support, as needed, for completing the City of Bend application process for performing the Outfall work within the City Water Overlay Zone (WOZ). Add the following Task: Task 16 – 00xx Xxxxxx Xxxxxxxxx Replacement (Early Work Package, EWP) Design for replacement of the 18-inch concrete waterline, crossing Newport Avenue at 00xx Xxxxxx.
Plans, Specifications and Estimate. Based on the direction from the City of Xxxxx, CEC will prepare construction plans to implement the installation of storm water solutions for each project area. CEC will design these new systems and their appurtenances in accordance with current BCS Design Guidelines except where physical constraints make it impractical to do so. As with any storm water rehabilitation project existing adjacent utilities in the area of the rehabilitation may come in conflict with the new proposed storm sewer system. Where these situations occur, CEC will design a conflict resolution. The construction plans will be phased, and each phase will be the preferred drainage solution for each project area. Construction Plan review submittals will be provided at the 30%, 60%, 90%, and final design stages. Three printed copies and a .pdf file will be submitted with each plan review. CEC will attend project meetings and document discussions for distribution to applicable internal parties. Probable Construction Cost estimates will be provided at 60%, 90% and final design stages. Comment response letters will be prepared to address comments provided.
Plans, Specifications and Estimate. Consultant shall proceed with final design based on receipt of written City comments to the 90% submittal. At this stage it is anticipated that all significant comments, utility, right of way and environmental issues are resolved or completed to a sufficient state that final outcome is readily understood.
Plans, Specifications and Estimate. Phase 1 This task includes development of preliminary geometric design, refinement of the design based on City comments and preparation of construction documents for the 30%, 60%, 90%, and Final submittals for Phase 1.
Plans, Specifications and Estimate. Phase 2 This task includes development of preliminary design documents up to a 30% level based on the recommended alternative defined in tasks 4 and 5.
Plans, Specifications and Estimate. VWL and its consultants shall provide HDOT with the Plans, Specifications and Estimate for the Project (“PS&E”), which shall conform to HDOT standards for review, in a timely manner, and which shall be designed to complete the Project for a base construction contract amount (excluding escalation and any construction contingency) not to exceed the Grant amount of $20 million. HDOT shall review and approve the PS&E and provide timely comments and necessary revisions to VWL. The final PS&E shall be approved by HDOT and FHWA, in HDOT and FHWA’s reasonable discretion. The final plan tracings and original calculations shall be stamped and signed by professional engineers licensed in the State of Hawaii, submitted to the appropriate federal, State, county, and municipal departments and agencies or approval, and become the property of HDOT. Once approved, HDOT shall take full ownership of the final PS&E and accept sole responsibility for the complete performance of the PS&E on the Project.
Plans, Specifications and Estimate. For the purposes of this scope of work the following structures are assumed; Prefabricated steel truss bridge crossing Stevens Creek, soil nail walls along the XX XX 85 on-ramp, and "tub" retaining walls and multi-span cast-in-place slab bridges at the bridge approaches. General cross sections are excluded.
