3201 SMITH AVE BASE FILE 2018-01-02 MF Import

i Rro�inq C�tch fulw, M�ahol��, Inl�e�, or Swp� IThe Contractor shall excavate and completely remove the ■tructure in accordance with Section 7-05.3(2) , including caeting aad outlet traQ, concrete encaeement, and bricke, ae applicable. I Connecting pipes ehall be plugged by filling with Claee 3000 Concrete for a minimum length of 12 inche■ at the inlet end. Backfill �hall be gravel borrow I ar �pecified in section 9-03.14(1) of theec Special 4rovisiono. Compaction adall be to 95t maximum deneity. IRro�iay Yt�c�ll�n�ou� Tr�ltic Iea� The following miscellaneoua traffic iteme ehall be removed and dispoaed of: I Item rox. QuantitY I Paint etripe, Smith Avenue 3000 l.f. Obliteration of Pavement Mazkin�s I The pavement marking �hall be oblitezated until blemi�hes caused by the pavement marking removal confoxm to the colaration of the adjaeeat pavement. If, in the opinion of the 6ng�necrOwner'� Representative, the � I pavement i• materielly dam�ged by pavement marking removal, �uch damage �hall be rep�ired by the Contr�ctor at the Contzactor's expenee and to the ■atiefection of the 6ngi�eefOwner's Representative. Sand or other matezi�l � depo�ited on the pavement as a re�ult of removing ■trip�s aad merking� I �hall be removed a■ the wrk progressee to �void hazardous aonditiona. 1►ccumulation of �and or other m�terial which might interfere with drainage will not bc permitted. I11baaAoa �nd fill Pipa Pipes deeignated on the drawings to be filled and ab�ndoned �hall be filled I with controlled denei�y fill aa �peeified in Bection 2-09.�(1)8 of thete Speciel Provieione. I /�vinq aad Lln� Drillinq When aawing zigid pavement, driveway, or aidewalk, the depth of oaw cut �lull be 2 inche� or hslf the depth of pavement, driveway, or sidewalk, whichewr 1■ I greater. All mortared decor�tive or epecial pavement (e.g., brick, cobbleatone, paver block, eta.) �hall be e�wcut full depth along a nest line with intent of talvaging ae m�ny unit• as potsible. I CLrb ehall be �rw aut full height �nd vidth. Asphalt concrete •hsll be ■ew cut full depth. I When line drilling, �pacing of drilled holet cen[er to center ehall be 6 inches maximum. Noles �hall be perpendicular to the �urfaee and ahall penetrate completely thtough the pavemen[. I Division 4 -- -- Page 3 �erett St�tion - 05/12/0o I H:\Jobs\97093\'rRAN:;\6NCi\SP6CS\100\cd\S[reet eite\9lSP6C2RI.docC�PppiCC�G�N�Jw I �