Laserfiche WebLink
<br />402.2 <br /> <br />402.3 <br /> <br />402.4 <br /> <br />402.5 <br /> <br />402.6 <br /> <br />4Q3.0 <br />403.1 <br /> <br />403.2 <br /> <br />403.3 <br /> <br />400-2 <br /> <br />I <br />1 <br /> <br />I <br />'I <br />'I' <br /> <br />I, <br /> <br />I <br />I <br />I:' <br />I, <br />I <br />I; <br /> <br />Wye branches for clay and PVC pipe shall be a 4" wye or spur. and <br />of the 'same strength as specified .f01;' 8" sewer pipe. ' , <br /> <br />Pipe shall meet ,infilt~ation re~irements of Section 404.1. <br /> <br />FittS-nqs <br /> <br />Unless otherwise noted, all fittings will be the same class size <br />'and type as the pipe the fitting is 'being attached to. <br /> <br />Joints <br /> <br />Joints shall conform to the requirements of A.S.T.M. <br />tion C42S-S8T Type ,I or III for vitrified clay pipe. <br />shall conform to the requirements of A.S.T.M. D-1869 <br />pi~. ' ' <br /> <br />Designa- <br />Joints <br />for PVC <br /> <br />Manholes <br /> <br />Manholes shall be built in accordanoe to Roseville standard <br />Specification 502.3. <br /> <br />Manhole Ca~tings' , <br /> <br />Manhole.castinqs will be equal to ESS Bros. 309. The cpver <br />shall be marked "sanitary sewer", and shall have two concealed <br />pick holes. <br /> <br />Gr~nular Material <br /> <br />Granular materials shall be furnished for foundation backfill, <br />bedding or other purposes in accord~nce with Roseville standard <br />Sp~cification 602,.1. ' <br /> <br />CONSTRUCTION REOU~REMENTfJ <br /> <br />InsDection ~nq Responsibility of Mat~rials <br /> <br />The inspection and responsibility of materials will be as <br />, specified in standard Specifications section 303.1. <br /> <br />ExcavatiQn. Preparation of Trench. ,and Rest;ora.tio~ <br /> <br />,IJ, <br /> <br />I <br />II <br /> <br />i. <br /> <br />I,! <br /> <br />I, <br /> <br />I <br />1 <br /> <br />I <br />II, <br />I <br />1 <br />I;' <br /> <br />, 1 <br />Ii <br /> <br />! <br /> <br />II <br />, I <br />Ii <br /> <br />, ' <br />Excavation, preparation of trench and restoration is' desoribed <br />in Section 100, 200 and 600 of the Standard Specif~oations. <br />, - <br /> <br />, . <br />Pipe Lavina ODerations <br /> <br />The'primary line and qrade wi~~ be performed as speoified in <br />special Conditions Section 100. No deviation ,from the required <br />line or grade will be allowed except with the consent of the <br />ENGINE~. <br /> <br />Trench excavation and bedding preparations shall proceed ahead <br />of pipe placement as will permit proper placement and joining of <br />the pipe and fittings at the prescribed grade and alignment <br />