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REV: 01-21-26 LR <br />Assumptions: Utility relocations are not required. Additional geotechnical field <br />investigation and updates to the geotechnical report for the pipe upsizing are not <br />anticipated to be required. Manhole structures are assumed to follow City standard details. <br />PS&E for the pipe upsize will be incorporated into the pump station set, i.e. a separate <br />package is not included. <br />Deliverables: 60% design plans, specifications, and engineer’s cost estimate (pdf) <br />9.4 – 90% Storm Drain Design <br />The Consultant will progress the 60% storm drain design to a 90% level of completion. <br />The Consultant shall refine the plans, specifications, and engineer’s cost estimate and <br />incorporate responses to comments provided by the City and stakeholders on the 60% <br />storm drain design. The Consultant shall incorporate the 90% storm drain design <br />documents into the 90% Semi-Final Design Submittal for the City and FEMA. <br />Deliverables: 90% design plans, specifications, and engineer’s cost estimate (pdf) <br />9.5 – Final Storm Drain Design <br />The Consultant will progress the 90% storm drain design to a 100% level of completion. <br />The Consultant shall refine the plans, specifications, and engineer’s cost estimate and <br />incorporate responses to comments provided by the City, FEMA, grant administrators, and <br />stakeholders on the final storm drain design. The Consultant shall incorporate the final <br />storm drain design documents into the 100% Final Design Submittal for Construction. <br />Deliverables: 100% final design plans, specifications, and engineer’s cost estimate (pdf) <br />Task 15 – Project Startup <br />The project was placed on hold on June 11, 2024, by the Director of Engineering. At the direction <br />of the City Manager and City Engineer, City. Engineering staff notified the Consultant to proceed <br />again with design in July 1, 2025. Given the delay, several reactivation efforts are required to <br />facilitate a smooth and effective restart. This effort includes: <br />• Re-engaging with subconsultants to confirm availability and scope alignment, revisiting <br />and updating the project schedule to reflect current timelines and constraints, revising the <br />budget to account for cost escalation and scope changes since the initial pause. The <br />Consultant conducted a comprehensive review of previous deliverables to reestablish <br />project continuity and quality standards. <br />• Previous electrical subconsultant, DTN Engineers, Inc. (“DTN”), is no longer available for <br />this project. The Consultant was required to find a new electrical engineering <br />subconsultant, TJC & Associates (“TJCAA”) and transfer project information and details <br />to the new subconsultant. Task includes efforts for DTN to assist with the electrical <br />engineering scope hand-off and transition to TJCAA. <br />Previous scope of work described in the Original Agreement under the subconsultant, <br />DTN Engineers, Inc. shall be assigned to TJC and Associates, Inc. (“TJCAA”). <br />Assumptions: <br />• TJCAA is not required to attend the pre-bid meeting. <br />• TJCAA will perform up to two site visits during construction. One is anticipated to be a <br />coordination meeting, and one is the final walkthrough. <br />• The 600-kW generator with a sub-base tank will be mounted on top of the roof. <br />ATTY/AGR.2026/Amend. No.1/BKF Engineers (Amendment No. 1 to Agreement for Services) (Page 7 of 10)