' u �' � §'� C >O • c< � �1 �� � � ' NC Q :,,- gc;, = _, � g, -c w --- ;;,� � .c = --.!) -��- u .. 0� � � - " <I .. "�<• - e >0 � gg �-, 00 u< >Y ,N i.,. <c Pip,e End - 2' (min.) ,_, ' SI NOLI EL TA PP PR LOI CT EA CT IT OI ONNS < , ' , \I ;-tlo.lSWne fdWSod< � l_,.,. /- ' LJi. Filter Scxk iso--o· (typ.) CD PLAN VIEW 150'-I)" ( 0 P A VIENML EE NT TP RAOP PT LEICCTAI TOINO N S Ii---- ==== ==== ==== ==== ==== ITsot o n e tOo Jpt taov mema et cnht aFl tO, l tl ebe n., dgssor acavkne dlw ioatrt h s3wa' ensdip ga hbc tiaengdgs ' � O2v' e(rm1alnp.) 3aF i0tl tel ebnr .dssgo rdaa<nv dewl ia tor .hr 3ws' easinpgdahciti >neagdg s -Row 2' {min.) Qvertap ' �" """ ::::� PROFILE VIE>N Nt.OFTlbEerSr:oll may be Sl.bstituted for filter sod<. 2 . sSRhriaot newdr ansr odoc r kDl os rha a awo li :j roib<ged Eas en2oc.0er5r ·ewTc ilEt htCoOt-ph er1 e0mv fae omnr u sfr eanc owt avr.,;l ,rnemge r ',sm, t ler 3l! lSM1 lor du ucs tn. id oe nr sc.u St tel en g a s 3 . dDI nIal yet sth eap mO fOlol ot ,ear:f1.t0se or0c5k sKc hjhae pl l stbt hoer hmlar si sebpvfcef clnitt'eI.df iS,l leaedt d i amoermnai stn i smdh aiur emn c btoeend .rceer�r > O \ I O O ,w. t. ,>. e, . r. ,in 1 / 3 �- kSlee<dlllrinfelre,dt aafnldergMramvels�torm etveednotn roaclway.- shai be removed or>ce 5. r!na,a.t,p,roractlor, shall be removed after the surroonding arM becomes @ udI nopl soe tne dpartol oal r eo tedm f: fioiop<n:o, .os It i mat eol l ltb per arf of"it5ce.ec dt iwo ni l sl > hi na Ua nl ao nt ec aou r sseh owual td eer< t oo nel yn cwr o ahd e"n I INDIANA DEPARTMENT OF TRANSPORTATION TEMPORARY INLET PROTECTION, FILTER SOCK SEPTEMBER 2019 STANDARD DRAWING NO. E 205-TECD-02 5/212019 DESIGN SfAADAAOS El'IGINEEJ< 5/31/2019 NOTE: 0 tMhaayn bSeOrrte.dOCffl IIS Ju,;tllled by site cor.ditlons, bul sh,,11 !10t be less INDIANA DEPARTMENT OF TRANSPORTATION TEMPORARY EROSION CONTROL PERIMETER CONSTRUCTION ENTRANCE SEPTEMBER 2019 STANDARD DRAWING NO. OllEF El!GIM:Ell E 205-TECD-12 > ,, 51212019 :::::.,.. 5/3112019 ph2 oa" xsr d2t sw" . oowro i d2t h" cx 1r4o" "xs h2s a" brod< rawc1oi "nox g3d "l su ump bp eo r r t Frame Table 1: Geotextile Fabric Specifications Post spacing 36" minimum A bhs yea srt wdt ewemeo sno dmp opa soyt ssbt . eaAnsl tdue bcr snr otai tst ues t sebudr paf pco eor sr t b i rB n i r g r t a a o id c c e ee p a s a t c h n h e e c l p s o o m ts o t e s s r u b p p y o p s no t a r t i o l i f r n a u g b t ri li lcz.e A PP rhoyps ei cr at yl S T F 2 e 0 t il a t % x e n ti r d l e i e n a l o g r s d n t e r 9 s e f at n i r c t g e i i o t e n n h n g c a th y t ESxl ut rrar ysfttroewn gr at ht e uaWnvda rt see tsrai fsti >oti al wi inecr raest e1 nt o , ie. ,n, tsour sr e .. oven Non-.. oven Geotexlile Fabric Geotexlile Fabric 85% 85% 5300 lltt>>ss.. ppeerr lliinneeaarr iinncchh 50 lbs. per linear inch 70 lbs. per linear inch 0.3 ga!lmin.lsq. fl. 4.5 gal./min./sq. fl. 15 9al./min.lsq. ft. 220 ga!./min.lsq. fl 70% 85% Uwsheenthjeoiwnirnagp pjooisnttsm. ethod steixmmp.oonftho•min. life at to 120"F 1 C Nf if a u u b O t s r T i f e c a E d b s . : r ei ccOuvf rr eeo rlmyl a ptsoi jnot 9hi nleet spr oot osl l t tt hoaenednl i mef rxai nt map teoesotj .or i snut sp.p oFrat sf et ennc e Plan View 12·10 ,a· (Minimum) gfBaeuborritieecdx t i t e Section A-A e T N n h O t i r s e T m n E c e : h a sthuerefaisbrnico tarnedcolamckmoefnadnecdhfoorrinpga vseyds tseumrf a c e s due to inability 1 0 I nSl osewi tt uet arh tet i hotanonsp twoh hfe etghr ereo gsu tenoodr tmeexl ewt i vl aeat tefi aor bnmr ioacnyf i btl ht yeepr ada sot swl etnah-sest l sostpi rxeu icnst ciudhreee ,so ef i t h e r : B tA th h N u e e i D l s d fa/ t O o a b n r R t i n e c . m dorpnaoi tnr ah iernyldedoti,wk en,- sc loomp ep asci dt eedotfot hs ei x si nt ocrhme sd rhai gi nh ienrl et ht , a n Use in conjunction with excavated drop inlet protection. i 2 b3 n " a s 6 x t c '" a 2 k ( l " m f l e il o l i d n r m . b 2 ) a e " H xt f e o 4 ig r r " i e h a h l c Xa or dmwpoaocdt i npgo s t L backfill material Runoff Itafi gnuhdst i lpny ogssptt rsree, t .cdahr si i vnsege mt tr ri ibeel epgdoesogt tseeoixnt teti loxet ti hfl aeebl rsai cbo ri l i ,c bpwel ai tt hcwegedee ono nt ep xoi nlsli elt est fsaaisdb eer i acocfohnt hi ses i dda reni vcf eah nrot .rh ( etPr seot nsfctr sho .m p p ta h o o n e s s d t t i s s n fa le i b s n y t t t ) e o . p n t li I a h n f c e g a i n s s i g t s o e l i o a l m a t l b h a n e l t d i h n p e s g e o o o c s v n t u , e r s s r e i t t t r h f e e a e . i b c d r f h r a ic i i b v n t e r g o ic tthhee fUasber i ct hbeewt wr ae pe nj opi no smt se at hsoidt Iws hf aesnt ej oni en di n. g post. Dp1 e2i gr" i moa fne9t8ee "ro dtoeef xett pih l e.e 4i fna· · l bewrt i .i dc ePi nlt atr oec net hc t ehh e8a ",bodouet nt eodpmt h e ttf rr>oeo tmnt oc mht h, eol afi yntihlneegL t trheen cr ehmaanidn i ne gx t e4n" di ni n tgh ea w a y Trench Detail Geotextile Fabric Drop Inlet Protection No Scale 5C"oCmUmree drcIiDalclyaoa; t ivnagl l ai nbsleerwt oovrefnr afmabe r l < : s lit b a g Dumping Straps MANUFACTURED S HVMOE AURTLT SDI C/ BABELL LI ANY NSDKT OEA TWL SLNE D SLOPE �. T AMp 80/L OV ER M -¥ B NKET A T I @ (} N ) O G F e T l o \' t l E e m li S e ; t : l o lpeetnJlnagg sshl�3eII tboemfaabtrdicl aitrleled•for,opmenaingp;ece of geote:<t!I<' 2 times otpheenoipnegn.iSr,egcsulzree pbyusnhaeilds.throug� the o,pening to form ari <Nerllow Q0)) FBraagmferamw-.ethsbhaagll btoe bsee<:pularecdedInapvtaa-clen lbeyt Owle)eignhintgo.f Tnlet grate. Grate may be robted 45 degrees to the tlag's frame. INDIANA DEPARTMENT OF TRANSPORTATION TEMPORARY INLET PROTECTION, F ISLETPETRE MB AB EG RI N2S0E1 R9 T STANDARD DRAWING NO. E 205-TECD-04 512/2019 DES!GN 1 ST>,NDAADS E�Gll.ffR 5/3112019 OilEF EMilNE!'R Spacing of Posts:-------- -,- - Es ui gphptofret ee dt mb ya xwi mi r eu mmeifsfhe nf ecneciisn g . fSai xb rfiecewt imt haoxui mt wu mire f obra cekxi nt rga.- s t r e n g t h SSpeeecTifaicbaletio2n.sGfeoor tSeixlttiFleenFacber(icminimum) (18-IN.} Minimum Height 3( a0 b- JoNv emgarxoi mu nudm} 111 Backfill Trench -----i:a.- Direction of Runoff Water t t t ---.::i--- Pf el anccee ti hn es i de en dt hpeo es tn do f poonset o f the other fence. 1 Rd 8 o ir 0 t e a c d t t e e io g bn r o e tt e o h s c p i r n o e s a a t t s e c a a lo t c t le i k g a w h s t i t s e seal with the fabric material. D( 1r2i v-eI Nb.o} tihn tpootshtse agbr oouunt d a n d bury the fiap in a trench. ATTACHING TWO SILT FENCES WHEN TRENCHING IS USED Fabric Material Ww iht he nc of ambpr ai cc ti se di nssot ai l l, l e adni cnhao rtsr ecnacnh bo fe "aBtLt aOcWh eOdUtToSr"e(dNuocte nteheedpeodt ei fn t i a l "SUONG" Method is used) Note: 1. 2, Install parallel to slope contour, u u S s i s lt e e d f a e s an c c d r e i o v s I e s S r s a N io O s n t T r a e r n a e d m c o s , h m c o h m u a l e n d n n n d e o e l, t d bfo e r c Ld o i i m t n c c h it e , e nd s t w r t a oa tle e o, d n e o f - i r o q a w u n a y i r s w t e a h r n e a t r i c e c r i pe th a p a t e e t r d . 1 00 r tli a e n b s e t l a e ri r c 1 f t ) e e . d e t boyf sf leonpcee .s t eF eu pr tnheesrs ( S e e Table 1: Slope Steepness Restrictions 2% <2 - % 5 P % e r cent Slop<e50:1 50:1 to 20:1 5%-10%(!) 20:1 to 10:1 10%-20%(1} 10:lto S:1 >20%( 1 ) >5:1 ( il Consider other alternatives Maximum Distance 17050 f feeeet t 5 2 0 5 f f e e e e t t 15 feet Note: Multiple rows of silt fence are not recommended on the same slope. Table 2: Geotextile Fabric Specifications for Silt Fence (Minimum) Physical Woven Geotextile Non-Woven Property Fabric Geotextile Fabric Filtering efficiency 8S% 85% 2T0e x%t i leel osnt rgeantgi ot hn a t It fr ei nnsctha lal inndg tphree fsaubpr pi coartte dp ossi tl ts foenn cteh,ei ndsotwa lnl -fselnocpee ws iidt he .t hDer fi vi l et etrhfea bsrui pc poonr tt hpeo sutps -as tl olpe ea sst i d1e8 oi nf cthheesei xnct oa vtahtee d gf ar bo rui cn dt ,o tti gh he t sl yu ps tproerttc hpionsgt st haen df aabtrti ac cbhewt woeoedne np ol as tt hs ea st oesaec chuirse df rai vber inc. t oI fpaossst es ,msbt rl ientgc hoinn gs itthe ,e af at tbarci ch bf iel ttewr e e n posts as it is fastened. ES xt at rnad as tr rde ns tgr tehn g t h W Slu a r t r e y r f fl i o o w w r r a a t t e e UV resistance 5 3 0 0 l l b b s s . . p p e e r r l l i i n n e e . a ar r i i n n c c h h 7 50 0 l l b b s s . . p p e e r r l l l i i n n e e a a r r i i n n c c h h 0.3 gal./min./sq. ft. 4.5 gal./min./sq. ft. 15 gal./min./sq. ft. 220 gal./min./sq. ft. 70% 85% 3h6a ridnwc ho o(dmpi no.s}t 2i "nxs2t a" l l e d bbeacfokrfeill cmomatpearicatling Fs ae bc ur irce ml y af at esrt ieanl emd utsot tbhee pt hoestws iorer (mI Fe sUhS.E D ) to mCoamtepriaaclted backfill Fs ea cbur irce lmy af at esrt ieanl esdh ot uo l dt hbee puopsstt.re_am side_of the_fence Post Spacing 7 feet 5 feet �off Ru� (8" trl2"} cWohmepna ac tsisoenmpbrliionrgt os i litnfsetna lcl ien go ns -tseiet el , t C f o e o n m t c h e p e a p s c o i t l s t t t f h s e en is s c o re e i l (c u i o m p m s m m tr e e e d a n ia m d t e e sd l i y . d e n ext p sfi i e r d s r e t ) s t , q w . e i x i c n e e c r ht f i o . n r g T a h a e tt n o l t e a c a o l s m o t f p 6 f a 0 o c u p t r o e tu a r n i c p d h s s . 1D8r i"v ei n tt ho et hseu pgpr oo ur tnpdo, stti gs hattl yl e a s t sptor settsc haisn ge atchhe ifsa bd rr ii cv ebne ti nwteoetnh e fsiol ti el .r Af amb ri ni ci ms huomu l od f e1x2t "e nodf ti nh teo the trench. ,4" a o G n n e d o d t b o e o w x t t n t i o l - e s m l f o a p o b f e r i t c s r e id la n e i c d h . Itnhset adlol wp onssttsr e2a4mi nsci dhee so df et heep soinl t fence. Install posts with the nf ei pnpc lee sf afbarci icn.g Naow amyofrreo mt h atnh e2 4s i"l t ogfroaun3d6"lefvaeblr.ic is allowed above , I TRENCH METHOD I Silt-Fence Installation I SLICING METHOD I �\ u�,., i,· Land Slope Max Distance Above Fence NOTES: S OTIYLPSI CT AA LB ISL LI ZOAPTEI O N 1 . SSC LHL OOA PLD ELS H, S SUA TRV I ECF AKGCSOEAOSNDHD SAGOL RLI LAB SCE SOF. NR MTEAAECTOTS . F/ RB LOACNKKSE T S " Less than 2% 100 FT 2 T05% 75 FT 5 TO 10% 50 FT 10 TO 20% 25 FT ' More than 20% 15 FT 1 Consider other alternatives TSiAltBFLeEnAceBOSVpEac)ing (SEE • 23.. ALAPPYLBYLAPNERKEMTASNELONOT SSEELEYDIANNGDBSETFAOKREEOPRLSATCAINPGLEBLANKETS�·�-;:_=-=-=-=-=-=-=�•�•====� DTOO MNOAITNSTTARINEDTCIRHE.CT CONTACT WITH THE SOil. 4 . IANTS LPEEACSTT WOI TNHC IEN E2 4V EHRRYS 7OCF AELAECNHD ARRA I DN AEYVSE. N T & 5 . AI FDADRSEOA ISL , STHAOMWP . ERREOSSEIEODN. . &P RU LEL" BBLAACNKK EB LT AANRKEEAT. . Silt-Fence Placement EROSION CONTROL BLANKET SLOPE INSTALLATION THICKNESS {'d")"' 1.5 :x MAXIMUM DIAMETER - 6" MINIMUM SECTION La"1◊K'D" ', 0.5 X 'D' MINIMUM MIN. t-- - - - "D'" PIPE DIAMETER , (UNLESS NOTED OTHERWISE) PLAN PIPE AVERAGE SIZE RIP-RAP DIAMETER 12" & 15" 6 in. 18" 8 in. 24" 10 in. 30" 12 in. 36" 14 in. N1.O'TlEaS'": LENGTH OF APRON. DISTANCE 'La' SHALL BE OF SUFFICIENT L2.ENAGPRTHONTOSHDAISLSLIPBAETAETEANZEERRGOY.GRADE AND ALIGNED STRAIGHT. 3G.RFAIDLTEEDRGMRAATVEERLIALLAYSEHRA.LL BE FILTER FABRIC OR 6" THICK MINIMUM ENERGY DISSIPATER No Scale No Scale CONTINUOUS SINGLE SHEET / FP EL AN CC EI NFGL, AOGRS ,E OQ UR AI VNAGLEE NSTA FT EOT Y PROVIDE A BARRIER TO PO C E O T RH NI E S M R T E R T T U E R C R A T F . IFOI CN AERQ OU UI PNMDE EN NT T&I R E S T( 5R0ALWB BMAI NL E. ) 1S0HMALILL PEOXLTYEENTDHOYVLEENRESLTIRNAEWR B A L E 75% FILL LEVEL MAX I / SAANNCDH OO RR FWI NA TEEARGPGRROEOGFALTI EN ETRO WASHWATER CONTAINMENT ZONE ' SECTION A-A M ( E2WTPAOELORSDBT OA KR E S \ � 10'MIN. fl��· 10'MIN. l ' I ' .-SAND OR FINE AGGREGATE TD ANCHOR WATERPROOF LINER 10 MIL POLYETHYLENE LINING (SHOULD EXTEND OVER STAW BALES) .PLAN 1C.OSNECERPELTAENWVAIESWHOFUOTR:AREA INSTALLATION NOTES 2. - I WL N O A S C S T A H A T O L I L U O T 1 N 0S B M A O I S L F I TN C H O A I N C R C K E R A P E . O T T L E Y H W E E T A L H S I Y N H L I O E N N U G E T S A L H I R N O E E U A R . L DO VBEERSTEHCEU REENDT IWR EI T H PSIANNSD, SOTRAPFLINESE, AOGRGORTEHGEARTEFASTENERS AND WEIGHED DOWN WITH 3 . TTHOEACNOY NCCORNECT ER EWT EA SPHL AOCUETMAERNETAOSNH AS LI TLEB. E I N S T A L L E D P R I O R 4 . SAITG TNHSE SWH AA LS LH OB EU TP LAARCEEAD, AANT DT HE EL SCEOWNHSETRREU AC ST I ON ENCEENSTSRAARNY CTEO, CWLAESAHROL YU TI NADRIECAA TT EO TOHPEE RL OA TCOA TR ISO ON FOCFOTNHCER CE OT EN CT RR UE TCEK S A N D PUMP RIGS. CONCRETE WASHOUT AREA MAINTENANCE NOTES 2 1 . . IE T N H N S E L P A C E R C O G T N E C DD R A O E IL T R Y E C A W L N E A A D S N H AE O F D T U E O T R U A A T R N E A Y A S S S N T H E O A C R L E M L S S B E A E V R E R Y N E T T P . A O I RMEADI NATNA DI N 3. C A R T EA M P T A O H C E V I E T E D Y N D F F O R O O R F M W C T A O H S N E T S E S T D I R T U C E O C A T N I N C O D R N E D , T I A E S L . PLOCSOENDCORFE TAET SAHNA L L B E 4. W AD P I H S P E T R N U O R V T B H E E D E D C W A O A R N S E C T A E R E S S T H I E A T E L W L . A BSEH SOEUETDAERDE AA N1D5 MR EUML COHVEEDD , OTRH E 5. E OS X Y T C S H T E E E S R M S W C R IS O E E A N C C S H T R A E E S B T EI 7 L I S 5 Z H % E O D O U F I L N D T H A B N E E A D R P E E P S M R I O G O V N V E E C D D A WP M A H A C E N I N N TY E T. R H . E WASHOUT 6 . IANNSDP EPCUTN CP OT UL YREETSH. YRLEEPNL EA CL EI NLI INNGE RF OARF TFEARI LEUVREER, Y I NC CL EL UA DN II NN GG . T E A R S ABOVE GRADE CONCRETE WASHOUT BASIN EROSION CONTROL PLAN DETAILS • u t: - 1- ..J z ::! C0 �; I- C0 > 0 0:: w z > 1oz u <( (/) 0:: Cl (!) z ..J 0 u z -..J REVISIONS 03/14/2025 BID SET CM8 0i2r2l w0W2eses,t c1 mB r Eu :ni dgwi n:et ye rSs 1.1 wI n tl . rLooogBooot�ee2.9!5ndiana 47553 DATE MARCH 2025 DESIGN C.W.R, I. B.D.H, DRAWN M.M C /_M.K.W, O.C, CHECK R.AB, PROJECT NUMBER 2024079-00 25 25 OF 29 I Fll.£ NUMBER I 44585 Do Not Use Plan Previews for Take Off
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