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<br /> ' <br /> - - \ - ~ - ~ ~ - ~ l~ <br />TIiB. 30 PROPOSED <br />20 SLURRY WALL , EASEMENT 50'SETBACK FROM PROPOSED GRSLINE ~,E <br />~ <br />' , <br /> <br />I <br /> APPROACH TRENCH ' I 14N00 `14F+00 145+00 144+0 <br />` 0 143+00 142+00 ~ <br />~ <br />141+00 idO+W `''~-20' SLURRY WALL TN 11' I <br />APPROACH TRENCH ~ <br />'' I <br /> - <br />(TYPICAL) I <br />y. PROPOSED <br />__ '..~, TP.1 RELOCATED '._.\.\ TP-2 <br />, I <br />\ <br />~ ~ TF-4 ; <br />Tp.O /\`. ~ <br />\1 ~I <br />' <br /> . ~ I DUKE GASLINE ~ <br />' u <br />PRESCRIPTIVE I III <br />I ~ 30 <br />~ <br /> ~ <br />\, <br />~' APPROXIMATE <br />~ TgACK ~ DITCH EASEMENT I <br />LOCATION OF g ~ ~ 150' SE \ ~ ~ Y <br />15' FROM <br /> <br /> <br />I i 1 <br />, <br />~' <br /> <br />` I <br />~ w ~ <br />KERB-MCGEE `- ~ r <br />ROW <br /> EXISTING <br />~ <br />~ GASLINE ~~ GAS j i ` ,~ <br /> FENCE I 30'SETBACH j <br />~ <br />' FENCE ~ ~ ; - I ; <br />~\ WELL /~ / <br />~ <br />~• <br /> `~~~ ~~ <br /> <br />I ~ ~, ` <br /> <br />~ V <br />' 493 _ °o ~ / I ~ I ~! <br />~ _ 20'BLURRY WALL <br />I ~ \ _..-~~p ~\ <br />' I APPROACH TRENCH C ~ 30' GA9 <br /> <br />PROPOSED <br />ASEMENT <br /> ~ <br />~ ~ •, ` J <br />~~ I (TYPICAL) ~ ~ E <br /> ~~~ <br />~ <br />~ 20' SlURR1'WALL ~V ~ A • ~\ <br /> <br />~~ '" <br />~ <br />~ <br />~ <br />~ APPROACHTRENCH $ 4 <br />(TYPICAL) ~ 136+00_ 135+W 1 _ ~~~ 200 132+00 <br />~ ~~~ \ <br /> I ~ ~ ~ <br />' PR <br />P ~ ~ <br />~ <br /> 30 <br />O <br />OSED <br />\ <br />~ ~ \ <br /> \ <br />\ <br />EASEMENT II <br />---1 ~ \ FINES <br />~ ~ <br />7 v <br />APPROXIMATELY ~ <br />~1 <br />~ - <br />~.\ x <br />• ~ _ ~: 1 `•.I ~ <br />o I • I <br />I <br />~~ <br />rH~,z <br />v ~ <br />~m. <br />~ ~ <br />~ <br />~~~~ ~/~ <br /> <br />I <br />(r $ \I ~ ~ <br />\ ~ <br /> <br />I <br />I ~ ;~~ <br />~ <br />~~ ~~~~~. <br />~ <br />~ LUPTDN I <br />BOTTOM <br /> <br />~ ~~ ~ I ,} <br />` <br />~ 1 ~J J <br />~ \ <br />~ r <br />FINES <br />I DITCH <br />' <br />\ ~ ~ ~ 1 <br />/ ~ r. <br />I <br />1 <br />~ '\ ~ ~ <br />--'ti <br />/ \ <br />~ ~ APPROXIMATELY ~ I\ <br />~~ <br /> ~ ~ __-- I ~-1 <br />~ TP P`CR EIT3 <br />, ; I <br /> ~ <br />\ ~0 <br />_._ _.- _~_ -_. -- -.. _._ _. __.- <br />~ I I 11 <br />-, <br />\rs __~~^..~_ __ 3-~pSYJ~-'Y°- M ~1['i -^I3 _Y'~Ni I D 1D0 2DD <br />~; ~-- -._. _._. -- -~' - _ <br />' ' 4, <br />--.._ ___... ~-- ~ - - -- -- - - -- -- - ~ r-- - <br />I SETBACK ROM r.N.,,~ <br />~ <br />~~ %Y= - _ c° <br /> <br />_. ,~L--;~. <br />~~ _ p HE 1 I <br />- --- - - -L- - -- - - ? - <br />- ~ A, <br />,•~,- <br />~ Scale In Feet <br /> <br />~~ ~ <br />FENCE VARIES <br />A <br />~~ ~ 9 I <br />~ \ ~ ~ <br />~ <br />~ ~ <br />~ ~ h.~ <br />l <br />~ ~ <br />~ ~,,, <br />I ~ <br />,,~ <br />i <br />l <br />+1, i <br /> <br />} I .~ / <br />; ~ ~ '~" """" "~~ ~, ~ ~' <br />~ ° EXISTING DUKE <br />/ / 1` Ndh ~ I GASLINE& <br />~ <br />~ <br />~ -~, <br />~- ~cnsuNE To <br /> <br />BE RELOCATED ,, ~ I I <br />~, ~ 11 I ~ <br />~` <br />%.~'~ ~ ~ I ' ~ ' <br />~ ~ I <br />f <br />~ ~ <br />~ <br /> <br /> <br />13 LEGEND: <br />~ SLURRY WALL <br /> <br />104+00 105+00 ALIGNMENT <br />1 j <br /> <br />L I, ../.~ - x ~ <br />~ " <br /> <br />J ~ (( <br />~ L EASEMENT <br />J~ " <br />., i i <br />~ 1 ~ / ,TH-e ~ I ~ <br />/ i ~ 1 po <br />I i % I ~ <br />~ - <br />_- <br />~ <br />~ FINES' c <br />. <br />UNKNOWN ~.,,, <br />I <br />~syl ~ <br />~ / ~ <br />( /) <br />~' .~--.~,,~ 1 ~ ~ ~ i~ ~ ~ ~ <br />RHEIT~2 ! ` `~. ~ ~, /~, ~ ~ ~ i II <br />-~ ~ ~ - _ ~~ °- :' ~ <br />- ~ <br />~/ ------- PROPERTY LINE <br />.. - - - ,.. -- EXISTING GASLINE <br />-----¢----- EXISTING FENCE <br /> <br />LINE <br /> <br />~ ,I <br />~ <br />i' ~ o ' I •~ <br />(~,~ <br />~ <br />h <br />~ ~ ' i~ _ <br />"~ ~, , <br />~ / ~ ' / ~ • ~ ~ I,. ~ <br />f ,~~ 1 / / ~ I III w <br />~ ~ <br />/ <br />f <br />//~/ <br />,• <br />~ - -.... __ .. _. SURFACE CONTOURS <br />BEDROCK CONTOURS <br />UNDERDRAIN <br />i 1 <br />~ <br />~ ,1 TPS _ <br />~/= I ~ ~~ ~ _-- ~ TP-13 <br />(' ~ <br />~ <br />' <br />[) <br />/ <br />~ "' TP-11 % ~ / rP ~ ~ ~ <br />'13 <br />,/ <br />~ I'~' ~ ~~ '~~~~~ ~' ~ ~ ~ <br />°° <br />~ <br />J <br />~ <br />~ <br />~ <br />~ ,,,,~,,,~,,,.,,,,~,,,,,,, APPROXIMATE FINES <br />BOUNDARY <br />1 <br />1 <br />y ~ <br /> <br />~~ %,• <br />%; <br />-~~ <br />_ _~ <br />~R~ <br />~ ~~~ i <br />-'"~ ~ ~ ( <br />'I~~ <br />1 ~ <br />~;'~I ~ ~ ~~ . I <br />f 1 ~RECL~,IMED SLOPE ~ I~ I <br />~ I 1 ~ ~ ~ ~ ~ sEESecnoNA-A1 1 <br />~ % <br />~ <br />~ <br />', <br /> <br />I <br /> <br />,I <br />-- ~CRHER•6 BORING LOGS-CIVIL <br />RESOURCES <br /> <br />TH-1 <br />~ BORINGLOGS~TETRA <br />TECHRMC <br />I <br />~ ,~ <br />45' BE7BACK <br />i' <br />~ ~ <br />~ ~ <br />/ GNEETS~; ~ i g ~ <br />~ ~ ~ <br />~ ~ ` <br />; <br />~ <br />TP <br />1 <br /> <br />i <br />I , <br />~ FROM FENCE <br />/ <br />. I <br />~ <br />4gB i r <br />~""o ~ ~ ~ , ~ ~ A ' ~ ~~ ~ ~~~ <br />,n I <br />/ <br />~ <br />~ <br />' <br />I - <br />TEST PRS -DEERE & <br />~ AULT <br />~ <br />i ~ <br />~ 11 <br />f; j <br />f,, <br />~ r 1 ~ ,,- <br />~ / / <br />~ <br />I 1 <br />f f ' ~ i I I I <br />v <br />FINEST 1 ~i• <br />,T <br /> <br />~ <br /> <br />NOTES: <br />~'; r,~HS <br />1 <br />1 <br />,.. I <br />, <br />1 ~ Imo, ~ ~. ~ ~ <br />, I ~~' I APPROXIMATELY I , <br />~ <br />~~ ~ I <br />~ <br /> <br />~ L EXISTINGTOPOGRAPHYSUPPLIEDBYCIVIL <br /> ... ~:. I <br />1 <br />i I ~ ~ I ~ ~ ~ ~ I ~ 46% , <br />i I c~ TH~14 yy, <br />; <br />I ~ ~ i <br />1 ( I ~ <br />cRHEIT-e ' ~ <br />lc <br />' <br />~ <br />~ ' RESOURCES. <br /> to <br />I <br />i , <br />; , <br />~ <br />I <br />t <br />1. <br />r r~ ~ ~` <br />~ <br />I ~ ? I <br />I I ~ <br />~ 2, ELEVATIONS ARE RELATIVE TO A BENCHMARK <br />T <br /> ~ <br />° <br />, , ~ <br />~ 1 <br />I <br />~ I <br />(~ <br />I <br />' <br />~ <br />~ ~ HIGHPOINT =500 FEE <br /> <br />l / ,l <br /> <br />~ <br />/ <br />i / <br />~ <br />~ 1 <br />I <br />~ <br />, , I <br />I I I <br />I 1 I + I 1 ~ ~ ~ ° i ~ <br />I <br />1 15'SETBACK FROM WEST BANK <br /> <br />DE LuPTON earTDM DITCH <br /> <br />3. UNDERDRAIN LOCATION SHOWN IN APPROXIMATE <br />~~, p i ~ ~ <br />~ <br />~\ <br />I J ' ~ ~ <br />~ 90~~ <br />FINES <br />~ ; / j~ ? ~ <br />1 <br />~' <br />+- ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I ~ <br />11 ~ ~ ~ ~~` I <br />I <br />` ~ <br />1 ~ ~ LOCATION. REFER TO DESIGN DRAWINGS <br />PREPARED BY CIVIL RESOURCES FOR FINAL DESIGN. <br />J <br />.. ~ <br />) /+ i % APPROXIMATELY `\ <br />~ ~ <br />, <br />I 1 1 ~ 1, <br />~ <br />I v <br />~ <br />~ <br />I <br />1 ''• <br />~'~ 1 i~ 10I ~ GRHEN-5 7Q% <br />~ ~ ~ A <br />~_ ~ <br />~v ~ , ~ <br />~ <br />~ 1 ~ I ~ <br />~ ~ i ~ v ~ ~ ~g 1 <br />~ 4.9ETBAOKDISTANCESASREOOMMENDEDBY <br />BANKS a GESSO, LLC. <br /> ~ ~ <br />MEADOW ( ~ ~ ~~ <br /> <br />I °o i~ %~ ~ <br />TP 14 I ~ ~ A ~1 ~ I <br /> <br />' <br />` <br />D q1 <br />l ~ ~ p <br />n~ LAY <br />/ ~ ' ~ <br />~ <br />~ 11 <br />\ <br />Q <br />~ <br />~ <br />~ <br /> <br />DITCH <br />~ <br />j ~ <br />1 <br />TP-13 <br />/ / / <br />I~ ! / <br />CK <br /> <br />1 <br />I <br />1 <br />I ly CRHEIL7 <br />~, <br />, <br />1P-1,5 ~ TP~1B <br />V ~ ~ ~ ~ ~~ <br />~ ' 1• + ~ I <br />~ I <br /> <br />LUPTON <br /> STATION 59N2 BA <br />/ <br />0+ <br />/ / ~ 1 <br />~ <br />~ <br />~ <br />I - <br />\ BOTTOM <br /> <br />I EQUALS STATION 10 <br />00 <br />/ ~ <br />1 <br />\ <br />\ <br />` <br />' ~ <br />~ <br />~ DITCH <br /> AHEAD <br />Y <br />~ <br />~ r \ l <br />I ' <br />~ ~~ <br />~ <br />~ <br />~ i <br /> ~ <br />, ~v <br />v , <br />, <br />~ <br />I <br />I ~ APPROXIMATE ~ <br />LOCATION OF 4"/ ~ <br />I, 7 <br />/ <br />L~ D 1 <br />~ ~ ~ A A <br />~ ~ _ 1 ~ A\ g <br />~ <br />~ <br />' ~~I' <br />}IEIT PIT <br /> <br />~ ~ l <br />~' UNDERDRAIN ~ ~, <br />~ B UNDERDRAIN <br />= <br />° <br />l ~ = <br />` ~` <br />~~HEIT-e~ `,v ' <br />~ ~ <br />1~ <br />~ <br />REVISIONS <br /> E9 ~ r ~ ~ \ , <br />~ ~ <br />PT <br />DATE <br />BY SLURRY WALL ALIGNMENT <br />I ~ ~ <br />i ~ ~ 2D'SLURRY wnIL <br />APPROACH TRENCH <br />~! J I ~ \ ~\ \ <br />I \ <br />\ .I <br />11. ~ N0. <br />1. ION <br />DESCRI <br />ONSiRNCiION DRAWINGS <br />4-D7 <br />DF <br />I <br />\ ii TYPICAL ! <br />( 1 _ <br />~ ~ <br />~, `~ S <br />I ~ , <br />1 <br />~ ~rH~1 <br />1 DEERE & A U L 600 % wR~ ~. 81oc A vnE ms <br />~ <br />•. '~ <br />% <br />~ \ <br />T NTH--: II <br />~ ° <br />` <br />. _ ~ <br />1 - TH 2 ~ ~; S U1G ifl k3,65 <br />1.p 56 F•~ ]°3.651.1169 <br />` <br />- ~ <br />~ ~' <br />I ` I \ <br />._ <br />1 <br />i- <br />$-- .__~_..~__ <br />~ ~ <br />`r + TP~17 <br />0 <br />00 <br />~ ~ SEC. 13 pESCNED BY: DHf APPA014D BY: CJ H JOB rvO D1,G: <br />1 <br />x~--~ <br />l <br />' 1 <br />1 <br />102+00 104+00 105+00 <br />~ 107+ <br />10&00 10 ' OD 100 00 410+ 1111+ 2+00 _ 113a00 <br />1,14a0p: ~ 115+00 <br />~ 8 16 <br />DAAwN OY: SLA OAIE: D4-16-07 <br />k <br />I _ "' ~ <br />140«W -. _ 30'S ACKFROM PROPERtt LINE I ~. <br />' 0134.OR99 41EH: <br />~` 1 ,--~g_ , ~\ - -- _ _ T . P _ _ _ Y CNECKEO BY: CTI SCALP. AS NOiCO Q <br />