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6.1.A. - Page 16 <br /> 2.0 Scope of Work <br /> Cansul#ar�t shall pr��are three sets of contract documents as follows: <br /> • Bid Package 1. Steel tanks and pipes. Task 1 a covers the work at tank setes, <br /> Tas�C 1 b cc�vers #he work at bridge sites in Redwood Shore�. <br /> +► Bid Package 2. Carson reservoir. Task 2 covers this w�rk, <br /> * Bid Package 3. Other upgrades af equ�pment and structur�s at pump station and <br /> tank site. Ta�k � covers this work. <br /> Task 9a. Steel Fanks and Pipes <br /> �onsultant shall develop contract docume�ts to seismically-upgrade the following steel <br /> tar��CS: <br /> • Qverflow, c�rain pipes, other �aipes (9 pipes tc�tal): Glenloc�C (2) Easter Cross (1 �, <br /> Easter Bowl (9), Cambridg� 1(3), Wilmi�gton (2) <br /> • Tank anchorage (3 tanks total). New anchors for Easter Bowl and Camb�idge 2 <br /> tanks; modify anchorage for Wilmington tank. <br /> ConSUltant expects that the subs�arface conditions a� these tank site$ to consist of a <br /> shallow �ayer of backfill soils, underlain by rock-like materials. <br /> Required Submittals: <br /> 25% and 50% Design Submi#t�� and Revievrr <br /> Cvnsultar�t shall perform the final engineering and design to meet the intent of the <br /> AWWA D1�0-q5 code, camplem�nted by IBC 2409, ALA (20(}5) and o#her industry <br /> docum+�rats as appropriate. Seismic response modificataon fa�tors shall be no higher <br /> than allowed by cod� for new constructiar�, or lower if existing detaifing does not provide <br /> suitable ductility to meet the intend�d perFormance. <br /> Consultant �hall submit final struGtural calculations, stamped and wet signed by a <br /> C�lifornia Professianal Engineer. <br /> Final drawings shall be printed in D size (2�4x36 inch) fc►rma#, set up ta produce half size <br /> print� at B size (11x17 inch) format. <br /> The list of drawing� includes but is not limi�ed to t}�e #nllowing: <br /> ATTYIAGR12012.0011G&E ENGIf4EERING Page 12 of 30 <br /> QF�r•n� ��nr7� <br />