Agmt12 G&E Engineering System Inc.

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happens with the FEMA grant request, this might be altered to best serve Redwood City and FEMA's needs. Redwood City will pertorm a detailed design review of the 90% submittal. Consultant will meet with Redwood City staff to review comments on the 90% review. Consultant shall make all necessary revisions and modifications to the 90% Design as agreed upon between Redwood City and Consultant. These revisions and modifications will be incorporated into the 100% Finalized Plans, Calculations and Specifications. All comments shall be either incorporated, or responded to if not incorporated. Consultant shall finalize all construction documents for bidding (i.e., plans and specifications) and shall finalize the Engineer's Cost Estimate. Task 3. Equipment and Other Upgrades Consultant will develop the contract documents to seismically-upgrade the equipment and other upgrades listed in Table A not othervvise addressed in Tasks 1, 2 and 3. . Peninsula 1 Pump Station. 2 equipment items • Peninsula 2 Pump Station. 1 equipment item • Sequoia 1 and 2 Tanks. 1 item (berms) • Carson Pump Station. 2 equipment items; modify roof diaphragm. • Glenlock Pump Station. 3 equipment items. • Lakeview reservoir. 1 equipment item. . Lakeview Pump Station. 3 equipment items. . Cambridge 2 tank. 1 item (curb). • Cambridge pump station. 2 equipment items; modify roof diaphragm. • Edgewood Pump Station. 1 equipment item. • Eagle Hill Pump Station. 1 equipment item. During the course of the design effort, Consultant expect to be informed as to whether portions (or all) of this work is co-funded by grants from FEMA. In order to ensure correct book-keeping for FEMA purposes, all costs associated with Task 4 will be tracked separately. Required Submittals: 25% and 50% Design Submittal and Review The final engineering and design will be performed to meet the intent of IBC 2009 (structures); pertormance-based upgrades for anchorage / restraint of equipment (no operational testing); curbs will be designed to control water flows for common winter storms for the Cambridge site; berms will be designed to control of released water flows to existing storm drains should tanks be seriously damaged at the Sequoia site. A survey to show current elevation control for the Sequoia site will be performed by RWC, as needed to quantify materials for the new berm at this site. AT'fY/AGR/2012.001/G&E ENGINEERING Page 20 of 30 REV:01/10/12