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10720 <br /> _T-A_t#*2_ Tf3--fi6�+$0-_ - S0LJ0-:YVAt�—PIPE - -� _- - - - f _ <br /> — -- - SSA TO �7+2{} • 4- PERFORATED PIP 10710 <br /> SrTA-44+ _ - BARRIER .. — — -- - — -- -'_ - <br /> - -` 10700 <br /> - <br /> � T <br /> 10690 <br /> _t <br /> ---r— --7- <br /> S= <br /> _ - - -- -- - _- - - - - - — - - -- FEE - - -- -- --- - -- --- 10680 <br /> 10670 <br /> f BED PIPELINE + <br /> 10660 <br /> ROM <br /> + �-�— -- - - -- -- �€ SI' AND TEE H--y-- 10650 <br /> -; — - - _ <br /> BACKFILL SPECIFICATIONS (STA. 14+20 TO 15+60) - 10640 <br /> ai=D & BACKFILL PIPE TRENCH WITH MATERIAL EXCAVATED FROM THE - <br /> -=� T - ---- ---- - - —= TRENCH, UNLESS OTHERWISE SPECIFIED BY THE FIELD ENGINEER. 10630 <br /> SPECIFICATIONS (STA. 15+60 TO 16+80. 48+50 TO 49+50) - THE GRADATION OF THE FILL MATERIAL SHALL CONTAIN 30% PASSING — <br /> THE NO. 200 SIEVE, AND A MAXIMUM OF 20% BY WEiGHT LARGER THAN <br /> & BACKFILL PIPE TRENCH WITH MATERIAL EXCAVATED FROM THE _ 2". FILL MATERIAL SHALL BE FREE FROM ORGANICS AND DELETERIOUS 10620 <br /> 4CH, UNLESS OTHERWISE SPECIFIED BY THE FIELD ENGINEER. MATERIALS. PLASTICITY INDEX SHALL BE GREATER THAN 7. <br /> MATERIAL SHALL BE FREE FROM ORGANICS AND DELETERIOUS - <br /> RIALS. .j %Z)M.FAC B 'N- u h iy . �8 o C� tij: PC ?RCS R D= eSi'Y WITH 10610 <br /> PACT BACKFILL TO MIN. 95% STANDARD PROCTOR DENSITY WITH MOISTURE CONT-NT WITHIN 2% OF OPTIMUM, IN MAX. 8" LIFTS. <br /> TORE CONTENT WITHIN 2% OF OPTIMUM, IN MAX. 8" LIFTS. 10600 <br /> 3.) SCARIFY AND MOISTEN IF NECESSARY THE BOTTOM AND SIDES _ <br /> FROZEN OR OVERWET MATERIAL SHALL BE USED. OF THE PIPE TRENCH AND BENCH FILL INTO EXISTING EMBANKMENT. <br /> 10590 <br /> 4.) NO FROZEN OR OVERWET MATERIAL SHALL BE USED. — <br /> _r-----.-.�._ ____. _ _._-. .. __.. __ . __ _-__- ._._._ __..___. .- _..:... .__ _. __ _. .i__- �.___ _ . __ _ ._ - -_ ..__- _. _ __. _._ _.-___-___ - .__ --.- <br /> � 10580 <br /> - c 110 S C : 18+00 <br /> 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 --.1 W. W. I1 waler and flssodotes,Inc• <br /> —1 Water Resource Engineers 1051.17-3 <br /> D4-Z-04 TRENCH DETAILS AND PIPELINE STRUCTURES CE <br /> Dam 4 SeepWater System CLNAX CLNJNO���M CO' <br /> a <br /> MME BY <br /> Return Pipeline SMM 9-6-96 1 " S=&E60' <br /> Plan and Profile ACCE'M BY MAUMlO 00. <br /> Station 0+00 to 18+00 p BY 9_6_96 D4=2'010 <br /> 2 <br />