Agmt12 G&E Engineering System Inc.

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2.0 Scope of Work Consultant shall prepare three sets of contract documents as follows: • Bid Package 1. Steel tanks and pipes. Task 1 a covers the work at tank sites, Task 1 b covers the work at bridge sites in Redwood Shores. . Bid Package 2. Carson reservoir. Task 2 covers this work. . Bid Package 3. Other upgrades of equipment and structures at pump station and tank site. Task 3 covers this work. Task 1a. Steel Tanks and Pipes Consultant shall develop contract documents to seismically-upgrade the following steel tanks: • Overflow, drain pipes, other pipes (9 pipes total): Glenlock (2) Easter Cross (1), Easter Bowl (1), Cambridge 1(3), Wilmington (2) • Tank anchorage (3 tanks total). New anchors for Easter Bowl and Cambridge 2 tanks; modify anchorage for Wilmington tank. Consultant expects that the subsurface conditions at these tank sites to consist of a shallow layer of backfill soils, underlain by rock-like materials. Required Submittals: 25% and 50% Design Submittal and Review Consultant shall pertorm the final engineering and design to meet the intent of the AW1NA D100-05 code, complemented by IBC 2009, ALA (2005) and other industry documents as appropriate. Seismic response modification factors shall be no higher than allowed by code for new construction, or lower if existing detailing does not provide suitable ductility to meet the intended performance. Consultant shall submit final structural calculations, stamped and wet signed by a California Professional Engineer. Final drawings shall be printed in D size (24x36 inch) format, set up to produce half size prints at B size (11x17 inch) format. The list of drawings includes but is not limited to the following: ATTY/AGR/2012.001/G&E ENGINEERING Page 12 of 30 REV:01 /10/12