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45 TYP. <br />SEE NOTE <br />TOP SOIL <br />EXISTING GROUND SURFACE <br />a <br />0 <br />8 <br />E <br />S <br />"OFFSETS DE~ERMINEO <br />BY SITE CH RACTERISTICS <br />MAIMAIN SLURRY LEVEL (SEE SLUR WALL <br />WITHIN 2' DF GROUND ALIGNMENT N SITE PLAN <br />2.5 SURFACE SHEET 2) <br />(MIN <br />(15' MIN.) PROPERTY LINE, E EMEM <br />80' <br />R <br /> <br />~~y", '~' ~ <br />~ f 1 <br />~~=-'~ <br />-'~ STOCKPILED SUPPLEMENTAL FINES LINE, FENCE OR 0 <br />CONFINING STRUCT HER <br />RE <br />WEST BANK DITCH i <br />7 ~ ~ CONFINEMENT BERM SILT FENCE <br />/ ~ <br />/ i <br />~ ° <br /> <br />TRE <br />C <br />C <br />P WHERE NECESSARY <br /> <br />ORIGINAL GROUND SURFACE <br />BACKFILL <br /> <br />MIX\\ \EA <br />UNDISTURBED <br /> <br />/-GROUND <br />NATURAL <br /> <br /> <br />UPTON BOTTOM DITCH <br />~ <br />~~~ - <br />N <br />H <br />A <br />/~ (SELECT MATERIALS -rT?- ~ / / / ~. <br />~ / /" ~ ~ /i / ~/' <br />C %~ FROM TRENCH ~ .OVERBURDEN / / ~i ~ OVERBURDEN ~ ,~~ ~. <br />Y %~ EXCAVATION) <br />SOIL BENTONITE--i,-?~~ i <br />~ /i <br />F <br />~ <br />~ .p G,W L. VARIES <br />~ <br />~ <br />.., <br />; <br />BACKFILL <br />b ~ <br />~ .. <br />SAND ., <br />~ ..~ <br />~ ~ <br />~Y <br />~~ . <br />~ S BENTONITE SLURRY ' <br />4~ <br />~///~ CAP MAY REQUIRE LOCAL <br />5' f <br />2 <br /> <br />~ .. <br /> <br />~~ <br />. <br />ADJUSTMENT TD MEET FINAL <br />~ <br />'1 .SANDS <br />~ <br />/i <br />GRADING PLAN REQUIREMENTS, <br />~ !%j /~ AS APPROVED BY ENGINEER. <br />V <br />~ <br />T <br />B ROC 4 <br />/ <br />/ <br /> <br /> TRENCH DOTTDM KEYED 4' MIN. INTO ~ <br /> COMPETENT BEDROCK <br />SLURRY WALL CAP DETAIL <br /> TYPICAL SLURRY WALL DETAIL <br />0 3 6 <br />® 0 10 20 <br />Scale In Feet <br /> ScalelnFeet <br />4.5' 19' 4.5' <br /> <br />SLOPE 3:1 OR 18" CRUSHED ROCK SLOPE 3~.1 OR ~ R <br />FEATHER AT FLATTER FEATHER A7 FLATTER 80~ <br />SLOPES AS SLOPES AS ~ <br />NECESSARY 1' CLASS 6 ROADBASE NECESSARY 12' <br />_-c_ c n ~ ~c ~ c .~ o o ,~ o •= ' -~ EXISTIN~~BQ NQ~ <br />r- <br />" -- <br />~ <br />-- <br />- <br />- " ° MIN. ~ 45' TYP. WPTON I 51D <br />~ <br />c c. ~ <br />o ~. c: <br />n <br />~ <br />cy <br />~c_~. n ~ ~ ~ o o :, c .~ '- <br />,n <br />' <br />~ SEE OTE <br />~ ~ BOTTOM <br />DITCH <br />~-FILTER CLOTH <br />& <br />GEOGRID FABRIC ~ ') <br />~~~ ~%; ^^ B <br />EXCAVATE TOP I' <br />EXCAVATE B' FRDM OF SO]L ~ <br />OVERBURDEN /// 500 <br />(A45HT0 CLASS 2 TRENCH AND PIPELINES <br />~OPU <br />490 <br />NONWOVEN ~ ~~ (ALL DIRECTIONS) . <br />MtN1N0 S <br />' WALLRY <br />SEPARATION FABRIC <br />& TENSAR <br />600 ~ j/~ ~JSCR) , <br />, .. <br />.. 480 <br />7 <br />~ f <br />Ok , <br />OR EQUIVALENT) i~ ~ <br />% XV l <br />3H. <br /> ~~ _ SAND & GRAVEL 4 MIN. KEY <br />4 470 <br /> ~ ~ ~-. 0 BEDROCK <br />.IN <br />SOIL BENTONITE /, ~ BEDRDCK <br />BACKFILL ,~/ ~ ~ <br />' '~ ~ '. '~ ; <br />. , <br /> <br />1 460 <br /> t <br />2.5 <br />/~ ~% ..... . _. <br /> ; <br />. <br /> <br />~ <br />450 <br /> , <br />~/~ ~ d <br />_~~r~.=,._.. O+DO 0+50 1+00 1+50 ~ 2+00 2+ 50 <br /> SECTIONA•A I <br />ROAD CROSSING DETAIL <br /> 0 20 40 <br />0 3 6 ®I <br />® Scale In Feet I <br />Scale In Feel <br /> NOTE: <br /> SETBACK DISTANCES VARY ALONG SLURRY WALL . <br /> REFER TO SHEET 2 FOR SPECIFIC ~ETBACK <br /> DISTANCES. <br />QUANTITY FINES SUPPLEMENTS AND BENTONITE SPACING <br /> <br />STATION RANGE SUPPLEMENTAL FINES <br />(CY/LF) DRY BENTONITE <br />ADDITION RATE SPACING BETWEEN <br />EACH 4,D00 LB BAG <br />0+00 TO 17+OD 3.0 119,3 35 fT BAG <br />77+00 TO 33+00 L5 70.0 55 Ff/BAG <br />33+00 TO 45+00 2.5 70.0 60 FT/BAG <br />45+00 TO 64+66.51 _ _ 1.5 _ 75.0 SD Ff/BAG <br />HEIT PIT <br />REVISIONS SLURRY WALL ALIGNMENT DETAILS <br />DESCRIPTION GATE BY <br />~TRUCTION DRAWINGS 4-07 DF <br />DEERE 6> A U L ~ _ ~~ a, AD BLS. A sUTE z~ <br />euan, co eosos <br />1[t .YV 651,i16B FIX .iN.651i~69 <br />DESICr;ED BY'. DHf APPROVED BY: CAi ,qe No. DwC <br />DflAYM BY: SLR DATE: 04-18-07 0134.017.59 v~[Ci, <br />CHECKED BY: CJfI SCALE: AS NOTED S <br />