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Specifications, General Conditions <br />All work to conform to ihose particular requireme�ts described in the City of <br />Everett's Design and Construction Standards anci Speci(ications, General <br />Conditions, and further described as Slandards <br />In particular, the contractors attention is directed to <br />General Conditions <br />1-3 As-Duilt Drawings---the provisions of this section wili apply. <br />1-7 Permits---the provisions of this section will apply, the contractor will <br />obtain and pay for the appropriate Public Works Permit prior to <br />construction starl. <br />1-11 Protection of Property and Utifities--the provisions of lhis section <br />will apply. <br />� <br />� <br />1-1?_ Site Maintenance--the provisions of this section will apply. .�' r` � <br />n���,' . <br />Special Provisions <�� � <br />t� <br />� � �'" � ,i � <br />l.`� Contractor will retain and pay Speer Taps to pro��ide and install 1-2" �i0 <br />,,�r� slea�e, 2" �ap, and 2" shuloff valve at the 30" ductile iron interceptor. City ,. <br />R� �of ��erett is lo be given adequate notice, (al leasl one week) prior to ,G�� �'� �� ? <br />��� �p ���ing the required interceptor tap. / ��A1,` , , <br />,i <br />I <br />`Tech�lical Requirements �r <br />, <br />All pipe, valves, and fittings rnust allow working pressures of 90psi max. <br />Pump to be SPG7_00 Aurora Pump (I-lydromalic Pump Grinder) or <br />approved �qual operaling at 3500 RPM having a 1-1/4" discharge, with a <br />5" impeller able to discharge SGPM at 97 feet of head. Short term <br />discharge lieac'a less lhan 15 feet must not overioad or compromise th� <br />selected pump. <br />Force rnain lo be 2" ductile iron, direct bury as shown on the plans. <br />Contraclor is to inslall valves and fittings as approprials and as shown on <br />lhe drawing All valves are to be installed such as to allow periodic <br />servicing <br />�� <br />