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0'V wa.4el-11�7e <br />f <br />ay,o t <br />.� <br />xm e a a°, 'X r r OOa1 <br />/ " IIVff <br />rad , <br />� <br />Place �'a x 2a e al <br />,V' /. 0. µ <br />r7uy pale -,-- <br />147 <br />_— <br />f ' r `: 'r //"1 ell <br />r r r <br />valve sox' <br />WATERLINE BRIDGE UNDER -CROSSING <br />DETAIL <br />C Cf✓F r °/ /GAS✓ <br />K <br />LILAC---ST,w <br />M <br />13 <br />Bodf with materials oWol to at <br />ttv thm tho exisling povefnent ' <br />in quolity and thickness. <br />F <br />Existing Powlent a <br />_... <br />kA6n. ('iYp.) <br />__ _ __ _._____m. _ t in 1 layers <br />_. <br />------ M m_ _ __ to a minimum <br />,..__ <br />of <br />95�--Compacl in 12" layers <br />r <br />to o minimum <br />relolivs compoctilon <br />Of %, <br />Compoct in 6" loy*rsr <br />1000 ON to a mir4mum <br />relativeCompaction <br />6�i""__ iae <br />x <br />LINDER FAVEMENT OUTSIDESHOULDER <br />14 compaction of materials shall be tested, by the State of aliforna, pts of <br />Pty Works, Division of Highway, test method No. Calif. 216, 1978 or 231, 1978. <br />existing pavement shall be neatly cut to lige priorwto trench excavation. <br />Jetting or pondipq shall be Oermitted within the street Right of Way., <br />4aWhen shown by soil composition and compactibility, ninety percent (90%y compaction <br />may be used, when approved by the Director of Public Works, <br />'6A Where crossing Sanitary Sewer ► a res, water line is to be a minimum of l' above <br />Sanitary Sewer if remaining color is less than % install 4" concrete Prot tion <br />similar to W»I,. trench detail. <br />TYPICAL TRENCH }; <br />