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i <br /> IsouaEalion Pr�r�tioa <br /> Prior to wall conatruction, the foundation rhall be compacted as <br /> Idirec[ed by the Owner'■ Repreoentative. <br /> The fouadation ehall be proof-rolled in the pre�ence of tLe Owner'• <br /> Repre�entative. Any foundation �oils found to be un�uitable �hall be <br /> removed and replaoed as provided for undez Sec[ion 2-09.3(1)C. <br /> I �ouad�tion and D�ckl111 Plac�n! <br /> 'che moieture conr_ent of the foundation and bsckfill material prior to <br /> and during compaction rhall be uniformly dictributed throughout each <br /> layer of material: <br /> 1. The moisture content of ell foundation and backfill material ehall <br /> meet the requirement■ of Section Z-03.3(i�)C, Method C. <br /> I2. Foundetion and backfill material with a placement moirture content <br /> in excese of the optimum mr.ieture content ehall be removed and <br /> reworked until the moi�ture content ie uniformly acceptable <br /> Ithroughout the entire lift. <br /> 3. The Optimum Moi�ture Content �hall be determined in accordaace <br /> with 8ection 2-03.3 (14)D. <br /> IFoundation and backfill �hall be comp�c;ted to 95 pezcent of the maximum <br /> deneity as epecified under Compacting 6azth Embanlonent�, Method C, in <br /> I Section 2-03.3(14)C, except ae modified herein: <br /> 1. The meximum lift thickne�o after comp�ction �hall not exceed 30 <br /> inches. <br /> I 2. T�e Contractor �hall decrease this lift thickne��, if nece��ary, <br /> to obtain the �pecified den�ity. <br /> M���urwat <br /> The r.oncze�e raf.: piatform wfil be mea�ured per linear foot, parallel to the <br /> .a..i tracks, of rail platiorm completed ia place. <br /> IPedeetrian croa�iago will be measured a• linear foot of rail platform. <br /> P�y�RG <br /> Payment will be made in accordance with Section i-0�.1 for the following bid <br /> iteme: <br /> 1. "Rail Platfocm", per line�r foot. <br /> The unit contract price pez linear foot for "Rail Platfotm^ �hall be full pay <br /> for perfozming the work a■ �pecified. <br /> I All coets in removing unauitable foundation meterial and backfilling wlih <br /> etructuzal fill •hall be paid per the unit contract price� for •Un�uitable <br /> Foundation Excav�tion Incl. H�ul" and "Oravel Borror Incl. Haul" a� provided <br /> for in Section 2-03 of the Standard 8pecification�. <br /> I <br /> i Divieion 6 Page 9 <br /> fivereet St�tion OS/12/00 � <br /> � H:\Jobt\9'l093\TR)1ti& �t0 SPSCS 100�Cd Stteet �St!\9�SPSC6RI.doc .�z <br />