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6.1.A. - Page 24 <br /> happens with the FEN1A grar�t request, this might be altered to best serve Redwood City <br /> and FEMA's needs. <br /> Redwood City will perform a detaifed design review of fhe 9(}% submittal. Consultant will <br /> meet wi#h Redwood City st�#f to review cc�mments an the 90% rev�ew. <br /> �Consultant sh�l� make all necessary revisions and modifcations ta the 90% Design as <br /> agreed upon between Redwood City and Consultar�t. These revisions and <br /> modifications will be incarporated into t�e 100°/s Finalized P�ans, C�Ic�alations and <br /> Specifications. All comments shall be either incorparated, or responde� to if not <br /> incorporated. Consultant shall finalize all construction documents fe�r bidding �i.e., plans <br /> and specificatio�s) and shall finaliz� the Engineer's Cost Estimate. <br /> Task 3. Equipment and Other Upgrades <br /> Gon�ultant will develap the contract documents tv seismically-upgrade the equipment <br /> and other upgrades listed in Table A not of�erwis� addressed in Task� 1, 2 and 3. <br /> � Peninsul� 1 Pump Station. 2 equipment items <br /> + Peninsula 2 Pump Station. 1 equipment item <br /> •�equoia 1 and 2 Tanks. 1 item (berms) <br /> • Carsan Pump Station. 2 equipment it�ms; mod�fy roof diaphragm. <br /> • Glenlock Pump Station. 3 equipmertt items. <br /> • Lakeview reservoir. 1 equipment item. <br /> • Lakeview Pump Station. 3 equipment items. <br /> • Cambridge 2 tank. 1 item (curb)_ <br /> � Cambridg� pump station. 2 equipment items; mod�fy roc�f diaphragm. <br /> � Edgewaod Pump Station. � equipment item. <br /> • Eagle Hill Pump Station. 1 equipment item. <br /> During the course o# the design efFart, Cansultant �xpect to be informed as to whether <br /> partions (or all) of this work is co-funded by grants fr�or� FEMA. In arder to ensure <br /> correct baoic-keeping for �EMA purposes, all costs assaciated wEth Task 4 will be <br /> tracked ��parately. <br /> Required Subrnittals: <br /> 25% and 5Q°ra �esign Submittal and Review <br /> The final en�ineering �nd desi�n wifl be perfflrmed to meet the intent ofi IBC 2QQ9 <br /> (structures); performance-bas�d upgrades for anch�rage / restraint �f equipment (no <br /> operational testing); curbs will be design�d tQ control water flows for cvmman w�nter <br /> storms for the Cambridge site; berms w�ll be design�d to cor�tral af rel�ased watsr flaws <br /> to existing storm dr�ins shau{d tanks b� seriously damaged at the Sequoia site. A <br /> �urvey to shaw current elevation control for the Sequoia site will be perforrrred by RWC, I <br /> as needed �o quantify materials for the new berm at this site. <br /> ATTY/AGR12a12.��1fG&E ENGINE�RING Page 20 of 3U <br /> Q�r•n���nr�� <br />