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On Drawing M4, replace sheet note 1 with the following: <br /> "RESERVOIR ROOF VENT SHALL BE PRESSURE/VACUUM RELIEF STYLE W/ALUMINUM SHROUD FOR <br /> 36-INCH OPENING, MODEL 36 AST ROOF VENT AS MANUFACTURED BY ADVANCE TANK AND <br /> CONSTRUCTION CO. OR APPROVED EQUAL, W/ADAPTER FOR MOUNTING TO SQUARE CONCRETE <br /> CURB." <br /> On Drawing E13, in the circuit schedule, REPLACE circuit 25 with the following: <br /> Ckt# From To Conductors Raceway Notes <br /> ' 25 Panel "A" Valve House 2 --- 2 Provide Dedicated Conduits <br /> W/Pull Cord From Panel "A" <br /> To First Vault& From Last <br /> Vault To Valve House. <br /> Clarification to Drawing CD8; <br /> For Detail 3, the rebar shown connecting the pre-cast concrete block to the concrete membrane <br /> slab shall be installed via drill and epoxy methods. <br /> Clarification to Drawings SR3 and SR4: <br /> The above two drawings reference monolithic roof and floor slabs. It is acceptable to place the <br /> roof and floor slabs in halves. The roof joint shall be oriented so that it does not intersect the <br /> 12'x14' hatch opening. Additional detailing (provided by Contractor during construction) shall be <br /> ' submitted to the Engineer for approval for the joint to jog around the roof vent at the center of <br /> the slab. Coordination via RFI shall be required for the floor joint location on the west reservoir <br /> due to floor penetrations. A control joint detail is included for Contractor use. <br /> All other requirements of the contract documents remain in effect. <br /> City of Everett <br /> O ti�f•p4 M��lo� <br /> �SIOh%qj,...cnC <br /> Souheil Nasr, P.E. <br /> Project Manager <br /> I <br /> Addendum 4 Page 3 <br /> CITY OF EVERETT • 3200 Cedar Street • Everett, WA 98201 • (425) 257-8800 • Fax (425) 257-8882 <br />