Laserfiche WebLink
12 <br /> City of Everett Exhibit A—Scope of Work <br /> Water Main Replacement Q—Ph 2 April 2015 <br /> UP No. 3613 Page 4 of 4 <br /> Union Slough BNSF RR Bridge Water <br /> Main Crossing Design Concept <br /> Proposed new 8" Existing 2" PVC Water Main <br /> Welded Steel or <br /> attached to east side of bridge. Track Centerline <br /> Restrained Joint DI <br /> Casing pipe. Attached <br /> to beam pier using <br /> anchor clamp <br /> �r 1 <br /> w.--• _ . . 'tY rr r r• S "S�' 7. �! r �r, y ,;IttiT (`r} 'Y <br /> Ile <br /> PIPES J+ C'- r ~ • <br /> fillatlit <br /> 1R4"r'�' 11,:-,�` 1y 5, ~� , t Y �" t . it. ,• ?' f� •z r ' • 7 ' j� <br /> �3�r� {L tit't1 t . et 4 _u T lit . Yr,� ',t . _ Z <br /> 44.41W1 <br /> � pm, .\ �� r _ i4`7 fir. <br /> 1 �� `� �`�t y.15�,• I\,' �� �.{~-, S7 "PVC(1985) <br /> t. r .. <br /> ', ! v :4' <br /> Asi <br /> typical anchor off E side <br /> bridge,N end of bridge. <br /> Proposed new 2" <br /> DR9 HDPE water <br /> main pipe. <br /> • 4 <br /> y•. <br /> Outer Concrete i <br /> Piling on East Side <br /> Typical beam pier off E side bridge,N end <br /> of bridge measures 18'H-" Beam piers r•- <br /> area spaced roughly 20'o.c <br /> i <br /> Figure 2—Conceptual Design <br /> Page 15 140 <br /> Brown and Caldwell PSA 2015 <br />