6110 HIGHWAY PL 2016-01-01 MF Import

� �?•-^B�;IN�`0!?CF,,�ED1T sTr'�L: Reinforcem�nt steel sriall conform to the �pecifications for Billet "tesl Ccnerets Reinforcement Bars--Serial Designation A. 15-14� page ^� �f the Q15 Ye:�r 3eok, of the �merican Society for Testing Materiale. i+B.I'3 :.ral? re oi tre defor:ied. type and if cold twisted bara are used tY.eir ;h.ysir,al p:opar�ies :,hall r� de+•erreined 'oeiore they are twisted� b�,-..PLAC It: G .S'q'EF;?, R:�I*Ir'QkC�S�I7': Ste�l reinforce:aent aha)1 be placed iii exac# Foaition indicated er. th� dra�ring� e.nd h„�c? $2cnrel,y in pcsition during the placing af the u�r�c^�te. ;.il abrupt bends shall be avoided e�ccept where steel member is �>nt arow;d another. The steel shall be free from dirt. oil. paint. gr.ease�, �cili scale or loose ruat befora' concrete ie placed. A11 rein- fcr�:�ent bars shall bebent cold, to the dimeneions and forma shwon on +he d-av�in�s. before they are placed in poeitfon. The forming arid b�etd- ',ng sl:all be accurately accomp2ished in a beniing machine. �9•--•ANCHOR BOLTS: etc. All anchor bolts. �;rab-irona, ladder a.nchore. and all aupporta whicn are to be built in the concrete shall be furnished and placed by the Ccntractor at the exact location and elevation Ca12ed for on the drawinge. They shall be free from dirt, oil, paint. �rease. mill ecale or looee rust at the time of plae�ing the conerete. The coet oi finieh- ir.g and placing such shall be included in th• price bid per pound for "Reinforcing Steel" in place, unlesa otherwise specifieally provided in the proposal. '%0. -�PAYMffi�IT : Al1 reinfoxcement in place in accord with otherwiae etipulated. 71--CRAVffi-DRAINS: steel mill be paid for at the rate bid per pound the atipulations uf theae Specificatione� unlesa On the high aide of all concrete ribs, which wiTl include all ribs in the floor of the basin, and all horizontal riba on the smopes of.�the basin. except the middle horizontal line of ribs on the reservoir slope, �hall be formed a trench twc (2) iriohes wide lvith vertical side, to tl:e depth of the bottom of the riba, by esing and removing two (2) inch �lank for forms for the concre'�e ribs. 29.