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� <br /> f <br /> the natural earth is lea■ t6an that required by 8ecticn 2-03.3114)C. <br /> The proof roll �hell be with a 15 ton ateel wAeeled roller. In area� <br /> I wheze the subgrade doe� not atand up to the proof rr�ll, the �ubgrade <br /> ehall be overexcavated and native or i�orted ewterial, aa dee�zmined by <br /> I the Sn9ineefOwner's Repreeentative, ehall be introduced to bring the � <br /> subgrade up to the proper campaction and elevetion. Thi• material thall <br /> be compacted in accordaace with Section 2-03.3 (3) . <br /> I The proof roll as required above for excavated portion� of the roadwsy <br /> shall be coneidered ae incidental to the excavation. <br /> I Sxcavation below subgrade aa required by thi• �ection shall be <br /> ecaompli�hed at the unit contract price for "Roadway and Site 6xcavation � <br /> Incl. Hsul^, in accordance vith the Standard Specification�. <br /> I Impozted materinl ahall be gravel borrow a� directed by the <br /> &+giwec�owner�e Repreeentetive. Gravel borrow ehall confozm to 3ection � <br /> 9-O�.la(1) of these Special Provieions, end will be pald foz by the unit <br /> Ibid price for that materisl. <br /> CoatrR,ctor-Pro�id�d Di�po�al tit� <br /> ISection 2-03.3 (7)C ie �upplemented with the following: <br /> The Contractor �h�ll mnke hi� ovm �rrangements for di�posal of �urplus <br /> material and ah�ll protect the City from any �nd all damage� �ri�ing <br /> � therefran. All co�ts for such dispoaal �hall be coneidered to be <br /> incidental to the respective bid item� of the coatract nnd no �dditional <br /> compen�ation will be made. <br /> Ilube�toe-cement pipe di�po�al practice ahall conform to the nquirement• <br /> of the State of Na�hington Dep�rtment of �coleqy and the 6nohanish <br /> County Solid Ma�te Divition. <br /> IM�a�uz�nt <br /> Section 2-03.4 ie evpplemented wi[h the followina. <br /> IFor thie project, roadway and eite exc�vation will be meaeured by the ton <br /> All excevated materiel tha[ ie to be waated off site �hall be weiahed at a <br /> certified ecale in acconlence with 6ection 1-09.2. Excavated material that <br /> I will be ueed ae embankment or beckfill on the site ehall ei[her be wei hed ae <br /> used, or neat line meaeured in etockoile or haulina vehicle and converted [o <br /> tone by en agreed upon convereion factor. <br /> I P��nt <br /> Sec[ion 2-03.5 ie eupplemented by the folloving: <br /> IPayment will be made for such of the f,ollowing bid items �e are included <br /> in the eample Schedule of Values: <br /> � "Roadway and Si[e Excevation Incl. Haul" per ton. <br /> � <br /> Divi�ion 2 Page 7 <br /> I Sverete Station o5/12/00 <br /> H:\Jobs\97093\7'RAMS\ENG\SP�CS\100tcd\StreeG site\9BSPCC2RI.d -• I <br /> I v <br />