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<br />N~ <br />I II) ~ <br />I I ( SILT FENCE <br />" aJ f\ \ DIVERSIONARY DIKE <br /> <br />\ \ ROCK CONSTRUCTION ENTRANCES <br />- ~ ~ PI> ~,,~ wooo rr...a: SIl T FENCE --.... .,. <br />I ~I~--?,. " ..- <br /> <br />I: t~l\~'-, , 1\ <br />I /r " ~ <br />~ <br />,; 0 <br />r <br /> <br />I <br />I .J <br /> <br />I I ~ <br />I I <br />ll' v) \.\......1 <br />eel"..." ~ /' <br />~ ~~ <br />l-- <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I ".-\ I I <br />".... I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I [RlK,.......... J ... -~ <br />,~.- <br />IIU.! <br />I AMOCWU l._ N6. ::::~ ::~~:~ <br /> <br />I I ~!~~"A,N(1 100'_ ~~ lo...l( OIl"""'. I (Vb,"'1 D'f <br />I I llnAK 8\IlRAOING\ER08,CTL\ rC,IIAY-20WG I 8/13/0~ I pOP <br /> <br /> <br />L__l_______~_______~____________ <br />I <br />I <br />I <br />I (STREET BY OTHERS) ___ <br /> <br />L____________________________________________-- <br /> <br />o <br /> <br />I <br />I - <br /> <br />I I~ <br /> <br />/ I <br /> <br />.1 I <br /> <br />_ _ P[l) <br />,,0 <br />1 _ _ I PP <br />i;-7 . <br />~l-,-I r-.~: <br />\ - <br />I <br />I~I <br /> <br />v ; <br />"" f' \ <br />.... <br /> <br />'ir <br />I <br />I <br /> <br />BIT <br />/'... .- <br />j <br />I <br /> <br />1\ <br /> <br />~ <br />~ <br />u <br />~ <br />~ <br /> <br />I <br />I <br />II <br />I <br />I I <br />ff,.,l <br />I 'I "9 :Ii I <br />I I I ~~ I\J... <br /> <br />: 'j I <br />~", / 11 <br />... ~'.f' <br />. T' :4 <br />\I I _:il ,..: ..'c. <br />,~~ . I. "-!oj _:I"f. J <br />· _ "TV UP _':~ II >~~ ~, <br /> <br />~.'01 <br />N : \ t..,," r, / <br />N ~.... ~.1 If' <0 <br />_0>\ ,.....,rT"_ _ ;;- ..-... <br />~ ~ I " <br />i:ii ~ I <br />, ~ ' <br />> ;'" '\" ~ <br />~ _ ~O ..'1 '\. <br /> <br /> <br />1 ~j V ~\~.'" '- - <br />t ~ 2,t n l ci) ~ <br />.::(OH- - <br />.w~b , '" ,~~1}8 <br />Ir' Tl <br />, <br />., ~ .D~_ <br /> <br />I -. \ n ~'~ ,\ .~ <br />; ~ '\ \\ \ <br />W b ci) <br />- 0:\"- <br />-0') C"'<* er- <br />0> ~ a> <br />l-J <br /> <br />/ \ ix"9"'4,8 <br /> <br />r~~\\ <br />......V\ 0 10 <br />N - <br />0> 0> <br /> <br />~ "'." I <br /> <br />~- <br />0> 0>,' <br /> <br />w <br />> v;- <br />cr <br />0:::: ~ iJ <br />_0 b <br />~ <br />:::::> <br />Q. <br />2 <br /><r: <br />U <br />......., <br /> <br />METHOD II (PREfERRED) <br /> <br />I PLACE THE SEDIt.4ENTAOOH CONTROl fABRIC SIDE OF THE fE/'ICE III <br />, THE DIRECnON Of THE ANTlCIP..TED SEDIMENT FLOW (NET SIDE Of <br />THE SYSTEM ..WAY fROl.l THE flOw). AND POSITION THE POlES <br />AC-'lNST THE B....cK Of THE TRENCH, <br />2, USE A 15 SLEDGE HAMt.A[R OR SIMIlAR DEVICE TO DRIve: THE POLES <br />INTO THE GROUND UNTIL THE BOTTOM Of THE IIlOUSTRW. HITTING <br />IS IJ'PROXIIoI..TEL Y 2" BELOW GROUND LEVEL (SEE OI..cRAU), <br />3, LAY THE BOTTOM 0' Of SEDIMENTATION CONTROl f.o.BRIC IN THE <br />TRENCH, <br />~, BACKf'lLL THE TRENCH WITH NAnve: SOIL AND COMPACT <br /> <br />/ ~~ <br />#/.....~ <br />/~ /' <br />/ A....,.-! <br /> <br />,100~ <br />o <br /> <br />I <br /> <br />I <br /> <br />I <br />METHOD II <br /> <br />METHOD 12 <br /> <br />"'~. ~ P'/ <br />T"" ~ .oJ'; <br />S" ......... ---1 -.-J.......v" /" <br />l........t<li --< <br />!" - t' 'IASliED ROO< <br /> <br />.... J <br /> <br />POL! - ~SUPPORT NET <br /> <br />POLE - <br /> <br />_SUPPOIU NrT <br /> <br />J <br /> <br />-fiLTER f.o.BRIC <br /> <br />~flLTER f....sRIC <br /> <br />{ <br /> <br />-<: <br /> <br />-~~ ~"" <br /> <br />COMPACT BACKfiLL <br /> <br />'< <br /> <br />r ../ <br /> <br />- <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />o <br />"" <br /> <br />j <br /> <br />NOTE; ROO< CONSTRUCTION E/fTRANCE SHO\A.O BE <br />j,. boil-"-.JM t"It:..lV,..(f 0' 2.0 AND COHT.AlN <br />IoWCIIoIUI/ SIDE SLOPES Of 4: 1 , <br /> <br />\. <br /> <br />I <br />/ NAnve: SOIL <br /> <br />./ <br /> <br />TOE-IN TRENCH fOR ENIf1ROFENCE <br /> <br />II <br />II <br /> <br />IoIETHOO 12 <br />I, LAY THE BOTTOM 0' Of SEDIMENTATION CONTROL F.o.BRIC NETTING ON <br />1HE NAnve: SOIL. ONE TO TWO FEET BEHIND THE TRENCH, <br />2, PLACE BACKfiLL ON THE r....sRIC AS SHOWN (SEE fiGURE). AND TAI.IP <br />ARt./ WITH fOOT TO PREVENT LEMAGE UNDER THE ENIf1ROfENCE <br />UNIT. <br /> <br />,M <br /> <br />IZZ_ <br />-- <br />..... <br /> <br />ENTRANCE DETAIL <br />ROCK CONSTRUCTION <br /> <br />(lIt1)~ <br />_(I;lJ) SD-.'S3 <br /> <br />~""""E;. <br />N:""I".t.1'I d\ 8TRE":'I'n.'~ <br /> <br />OC'.... ~ l''''lt _ I'ORA- lr'I": <br />Dnrlt' avT nWG tl'al'" P8P <br /> <br />CONNECT SERVICES TO <br />PROPOSED UTILITY <br />BY OTHERS <br /> <br />I <br />\' <br />I <br /> <br />- ... <br /> <br />'\ <br /> <br />~, " <br />W-\. <br />O~ <br /> <br />.~ <br />N <br />0> <br /> <br />\ <br />I <br /> <br />/ <br /> <br />, <br /> <br />HSE <br /> <br /><)s~ <br /> <br />" } <br />'( <br /> <br />. <br /> <br />L _ <br /> <br />I <br />1 <br /> <br />~. <br /> <br />.""" <br /> <br />.r v Y Q.'/- <br /> <br />, ~G ~"?- <br />~~ ~\ ~ <br />-4 - - - - ~ - - - ~~ ~~ - - - ---'- -= =- r <br />," G~ O~ ~5~ <br />, c!jv<0 <br />RO <br /><{ <<-0 <br /> <br />o <br />N <br />0> <br /> <br />, <br />\ <br /> <br />~ <br /> <br />'f ' <br /> <br />GAR <br /> <br />4 <br /> <br />f-------~-- <br /> <br />( <br /> <br />B <br /> <br />( <br /> <br />r <br /> <br />~ <br />0> <br /> <br />d~ <br />~ ... <br /> <br />L HSE <br /> <br />~I <br /> <br />,..- <br /> <br />~ <br />.,: <br />O)f\; <br />.......V!',o <br /> <br />'-~ <br /> <br />Xll~,~4 _.~ <br /> <br />...q'l'D''l Q.'l.~ <br />Al <br /> <br />~ <br />Ol <br />/ <br /> <br />.~ <br /> <br />" <br />lJ- <br />FEN~ <br />I <br /> <br />r <br /> <br />/' <br /> <br />j <br />". <br /> <br />/ <br /> <br />S"7T <br /> <br />, '" A.. <br /> <br />j <br /> <br />, <br /> <br />~-r. <br /> <br />- <br /> <br />cr <br /><{ <br />-' <br /> <br />" <br /> <br />< <br /> <br />tV <br /> <br />1 <br /> <br />! HSE I <br />,_ _ r ~l <br /> <br />/ <br />GUIIER-.I <br /> <br />I'tl'(1~:\ e.or"'.'T'"'" I <br />L .1,.:J{.:.LI. " -. ~ SlOR!.! SEWCR SIRucruflE <br />~ l.a.,,1 .t1 '!!.l / . <br />-L.: ~.... .. ......,........ '/" ! <br />l' . . r I, <br />-~~ : : ~!- ! <br />...j,...: :............................,: "I.. <br /> <br />('\) OPEN nIROAT.../7ti: <br />")~t" <br />,'!l/ I ,to .^ <br />\ . " ANCttOR WillI TWO STMES <br />\~~'fI'1:I~J DRIVfH INTO 1I1[ GROUHD <br />IJ..t.Ui.lH". <br /> <br />TEMPORARY IlAIlRIER 0' "AYBAl ES 10 PREVENT SEDIMENT -LAOEN <br />WATER '''0101 ENTERING INCOMPI.[TE STOR!.!-SEWER SYSTEM, <br /> <br />TEMPORARY EROSION CONTROL <br />AT CA TCIi BABIN OPENINGS <br /> <br />~,'O <br /> <br />^ <br /> <br />~ II I J (- <br />'\/Ir--'l ,-' <br /> <br />-----------------------, <br /> <br />/ <br />/ <br />./ <br />./ <br />./ <br />./ <br /> <br />l J ~ <br /> <br />L <br /> <br />DRAWING fILE. /u,o,,/lond/962--/96237/fLD TOPO 570 <br /> <br />DATE <br /> <br />REVISIONS <br />8/16/96 <br />8/20/96 <br /> <br />~ <br />lYA <br />'--../ <br /> <br />\ <br /> <br />I <br />~T <br />T <br />I <br /> <br />, <br />"\ <br /> <br />-....- --- <br /> <br />! <br /> <br />I d- <br />I <br /> <br />A I <br />V ~ <br /> <br />I' <br /> <br />\ <br /> <br />r) I) I ~ I I <br />" I ~ <br /> <br />" <br /> <br />L_ <br /> <br />, <br /> <br />1. <br /> <br />- - - --... <br /> <br />\ <br /> <br />'\ <br />i~ ---~-t) <br /> <br />/' <br />i <br />1- <br />\....~ <br /> <br />/ <br /> <br />\ <br /> <br />~, <br /> <br />n . <br /> <br />" <br /> <br />( r- ""-iT ~ , <br />J'I I I. I I I <br />'" I I I <br />,jI' '......... ~ PAF 'IN, <br /> <br />\ <br />'I j <br />l.; ~ <br /> <br />...- -..- <br /> <br />1'....-- . r 1 <br />I <br /> <br />-"'i~ <br /> <br />I <br /> <br />. 1 I <br /> <br />/ <br /> <br />I <br />I <br /> <br />I , <br /> <br />./ <br /> <br />/" <br />\ <br /> <br />I r/~ <br />_::. - ~\ <br /> <br />, <br />---I <br />11 Il <br />I I <br />I l <br />~- <br />r <br /> <br />I <br />l <br />1~1 <br />-1 <br />-j <br /> <br />, <br /> <br />\ <br /> <br />I <br />f <br />I <br /> <br />I'" <br /> <br />(' I...=-...:.:~ _ __~;,~~=:_ :: <br /> <br />~ ~~- <br /> <br />'L <br /> <br />I r <br />f <br />. II, ,...11..._1 <br /> <br />I <br />, I ,~A~ <br /> <br />I <br />I <br />'t <br />-+- <br /> <br />, I <br />I <br /> <br />I <br />..... <br />... <br /> <br />I <br />,i,_ <br /> <br />~ <br />.... - \.'------ - '" <br />. <br />- - '. -- -- <br /> <br />EXIST 1S"PVC ST <br />WITH BAFFLED WEIR <br />W,INV ELEV=898,37 <br />E.lNV ELEV=897,21 <br />(SAL V AGE) <br /> <br />, 24 LF 1S"PVC ST <br />, WITH BAFFLED WEIR- <br />I W.INV ELEV=896,2 <br />I E)NV ELEV=896,O <br /> <br />.......' <br /> <br />- <br /> <br />~ <br /> <br />,,~~_....- - - -- <br /> <br />.- 1\ ~ <br />u.w: i!J.L.I.Ii <br /> <br />...- <br />... <br /> <br />..." <br />- <br /> <br />-- <br /> <br />, <br /> <br />I- <br /> <br />I <br />t. <br /> <br />, <br /> <br />... <br /> <br />c-- -... <br /> <br />,I---IL <br /> <br />, , <br /> <br />1 I <br />1 ' <br />, <br /> <br />.e1jj <br />, - <br /> <br />- -- <br /> <br />II <br /> <br />. <br /> <br />1 <br />I ~ <br /> <br />L <br /> <br />r <br /> <br />I <br />, <br /> <br />L- <br />I <br />L <br />L <br />I <br /> <br />.f.....;;> It>J <br />p, - 'N <br /> <br />..,- <br /> <br />..... ... <br /> <br />-- T- <br />~I <br />~ <br />CB61 -~ <br />r~.I~ (', RE-9128 <br />Rr 9' , . <br />NV-go- 1~ INV-904.0 <br /> <br />\ <br /> <br />-- <br /> <br />., - <br /> <br />- - -,.....,.. j- ~ ..,., - <br /> <br />~ <br /> <br />'RI <br /> <br />I <br /> <br />I~CB70 <br />I ~E;"'913,00 <br />I =909.70 <br /> <br />;..' <br /> <br />PROTECT IEXISTING CB' sl <br />/' W / EROSpN CONT~OL I <br />~ CB62 I <br />REMOVE EXIST . ',\/'/' ~ RE-911,2S I <br />BIT CURB ..----: .... " \ INV E-905.0 <br />_ _ ~ -:.'': <J BALLARDS",- INV W-90~_ <br /> <br />'!r'"~~~- <br /> <br />l' CB68 CB6e CB64 <br />RE-913.00 r RE-912.50 RE=912,50 <br />+ INV E-908,80 1 INV E=908.50 INV E=908,00 <br />: INV S-909,20 INV S=908.90 INV S=908.40 <br /> <br />t ,,- rBALLARDS-.L <br /> <br />--+-__...1.. ... <br />i . >-....~' .n I ,.. L,. <br />~ /. --.. -...,.-- -. --- +-- ~ - <br /> <br />r <br />I <br />... <br /> <br />,( <br /> <br />) <br /> <br />/ <br />-~ Z <br />-- 1, <br /> <br />"au.". <br /> <br />'. <br /> <br />10.. <br /> <br />. <br /> <br />- ''"' ~ <br />X91t7 9\~SJ <br />~2, 12 <br />-J <br /> <br />f ,...., '2"0- <br />_, f <br /> <br />L~~..; I <br />~ '\ _, ,.108,.1 ) <br />. 751Lf:18"PVC00.40~ 75LF18"PVCOQ.66:r. <br />0:' It( '914 -,-~"U <br />t'1 10 CD a,...... <br /> <br />'1.......: :~ t ~~ <br />.....< ~ . ~ 0.-.... <br />Ii ,. L..,!J]."-.. "- u <br />Q\? :~Cn. 916 91' ~it 916 <br /> <br />912 <br /> <br />~~ <br />'" <br /> <br />912 , <br /> <br />I' <br /> <br />912 <br /> <br />91Z' <br /> <br />912 <br /> <br />.AC\37~ <br />^ <br />W <br />q <br />.... <br /> <br />t( <br />o <br />It) <br />~ <br /> <br />914 <br /> <br />/ <br /> <br />^ <br />N <br />'" <br />~ <br /> <br />7 <br />........ <br /> <br />91e1 <br /> <br />9 1 6 "-.. <br /> <br />912 916 912 <br />"'-- RETAINING W ALLS(TY,PfCAL) <br /> <br />· CB69 <br />RE=9.11.70 <br />IN'V=~09.40 <br /> <br />:r <br /> <br />C867 <br />REo:911.70 <br />INV=909,20 <br /> <br />9 n.t, <br />"'" <br /> <br />D:lSr- <br />~'t" RCP <br />lNV=89S,S <br /> <br />. <br /> <br />>; <br /> <br />PROPOSED BUILDING "A" <br /> <br />~---~-----~-----~---------------~----~---- <br /> <br />FFE =/916,0 <br />~ 91,480 SJ. <br /> <br />\ <br /> <br />11 <br /> <br />---t- <br /> <br />_ - 95 LF 24" <br />RCP 00.74'; <br />OUTLET W /FES <br />INV-903,00 <br /> <br />915~x <br /> <br />/ <br />~ '" <br /> <br /> <br />Y~9t~6" ' <br />, \ <br />''fA <br />\ \ . <br />\ \ <br />, \ <br />\ \ <br /> <br />,~!11~ \ <br />) <br /> <br />914,3 <br /> <br />s <br />L -- CB71 <br />RE-912.0 <br />\ :J>8 INV-903,3 <br />, L - 40 LF PVC 18"oo,5O:r. <br />, CB72 <br />RE=912.0 <br />INV=903.5 <br /> <br />I( 9156 <br /> <br />./ <br /> <br />r <br /> <br />~ <br />~ <br /> <br />\ <br />..,9 <br />~~ <br />.'"'~~ ,.,~'" <br />~ ~~" <br /> <br />\ <>.,\...~ ~,\'f;~if? <br />,\ ,oj. <( ~ <br />,\ V <br />\ \ ~Q ~ <br />\ '>, . ~ <br />\~., .., <br />, \ ,,1= ~ <br />..\".:,\~, '/' { <br /> <br />_ ~ L ~>~ l.,. - ....... J\. <br />,,\ \ \oj. ~,'lR> '/ ' <br />I I \ \ to'-"'cfJ. i <br />, I I 31 \~"., ""' '" to'-'- f. <br />o \ \ ,,"I \<J'_.}. ~ . <br />'>1 2~ \ \0 ~,\IJ" <br />,g.... I \ ~ '90 . <br />;2 913,6 ":>.,. ,,~ .f. <br />N.... ,,'1:\''0 <br />-", 'L'. <( <br />~8 ,,\o~\; <br />2.....: \" \.- <br />ryO ...., _\ <br />";';"912. \ <br /> <br />\~\\ \ \ <br />\ \ " <br /> <br />\ r, <br /> <br />, <br /> <br />50 LF 24"RCP 00,60'; <br /> <br />\ <br />, <br /> <br />STUB FOR <br />INTERIOR ROOF DRAIN <br />VERIFY W / MECH <br /> <br />~.j ~~ ",IV <br /> <br />.\ ' "I""'lO,U] T TIT 11,1 U? T\r1l--. ""', 1'1' " 915.'.1' I I I I '19~~,~_~ <br />J I I I I I I I ~~ I I Y I I I I 'J I I I f i" I 1 '" \!- J. 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'p <1JL':.. <br />./............ ..... <br /> <br />, . <br /> <br />~t.;< <br />"'... <br />~ <br /> <br />x 91~,8 <br /> <br />-- <br /> <br />co <br />- <br /> <br />~' / <br />~ oJ <br />,pROPOS ED BLDG. I"B,,\9\~'O <br />FFE= 916.0 <br /> <br />/~ <br /> <br />9",~ <br />91 I, <br /> <br />, <br /> <br />, <br /> <br />\ .^"" <br />~\;,o74 <br />RE~911,O <br />lNV=907,5 <br /> <br />, <br />~ <br /> <br />l{ Q..:'7 ~ <br /> <br />,j <br /> <br />o <br />N <br />0> <br /> <br />, <br /> <br />) <br /> <br />, <br /> <br />-- SILT FENCE <br /> <br />N <br />N <br />j <br />'-! <br />~ <br /> <br />~'5' <br />\ 6 <br />\ \ <br />\ \ <br />\ " ' <br />il'\:;,5-, 914,5 X;\ <br />.. <br />, ,,~,~, <br />\ !< <br />\ <br /> <br />/ <br /> <br />iI'I.1 ~ <br /> <br />, ~ <br /> <br />... <br /> <br />NORTH <br /> <br />,~ <br />~ <br />/, <br /> <br />./ <br /> <br />X 921.. .." <br /> <br />/ <br /> <br />\.- <br /> <br />"\ <br /> <br />\ <br />;. \ <br />"^ ~. ." \ <br />IIA;8,2 -1\ ' \ <br /> <br />-; . <br /> <br />.. <br /> <br />- CONC. FLUME <br /> <br />/' <br />/' <br /> <br />...// <br />\ ,.../' 0 ~O 100 150 2001 <br />i-:,~,--~-~/ 7Y~----~---~--~- <br /> <br /> <br />... <br /> <br />/ ../,,~'/ / <br /> <br />ISEAL! <br /> <br />/ <br /> <br />. <br /> <br />/ <br />/ <br />/ <br />/ <br />/ <br />, <br /> <br />, <br /> <br />NU1[ ')nly caples Wh'Lf1 beo, an embossed seal "re cert lied <,ople" <br /> <br />rlliElD BOOI< PAG( <br />CHECI<ED I DRA....~ <br />RMS ROH <br /> <br />I h~reby certify tl"lot this plan, specification v report was <br />was prepared by m~ Of \SIder my dlred ~upe"~islon and that <br />I om 0 duly licensed Enq.n~er und~r the lows of the <br />Stote of ~lnne5oto <br /> <br />D~ 0. 04~~ <br />DATE al1(, ~O 1'11' .ICENSE r,., 23B'18 <br /> <br />6110 Blue CIrcle DrIve <br />Suit.. liDO <br />Mmnelonka, MN <br />55343 <br /> <br />(612) 933-0972 <br />fax (612) 933-1153 <br /> <br />Ind ustrial Eq ui ties <br />1660 South Highway 100 #536W <br />St. Louis Pork, Minnesota 55416 <br /> <br />LAKEVIEW <br />BUSINESS <br />CENTER 4 <br /> <br />8/6/96 <br /> <br />GRADING DRAINAGE <br />EROSION CONTROL <br />PLAN <br /> <br />PROJECT r.o. <br /> <br />96237 <br /> <br />.... <br />