0 0 0 ,, 0 ,w <w oo a � ;� �I ��ON - ;a � • ::l - �� :. !i ll ] � - �.-" .,, ' £< u ., NO " � •" < " 20 � - i:: o :;> � /j y X CN5 5 , . <C C 2' (mm.) """" /4,. SI NOLI EL TA PP PR LOI TC AE CTTI IOON NS FllU>r Sod< -""'---- 150'--0" p.} 0 PLAN VIEW 150"-0- typ. 0 PA VIENML EETN TP RAOP TP LEICCTAITOINO N S I-i --- === === === === -1 ,_ Taper Q.11 to matth I stone IO pavement 3aF l0l l te4 ebnr. dgs sor acavknedwl loat thr s3wa' ers> iipg1 ahbctai negdgs ' � 2'(min.) """' aF3 t0i l t ell !bor .dssgor cialkv< lwed il atothr 3ws' easinpgdah cOt Oien<dgJ • -Fkm 2O"v(emMianp.) ' PROFILE VIEW N!.OfTibEerSro:ll may be subsli!JJled for filter <Od<. 1 . sSF I l h i oit renwrd nsa orodcr kDIsrn haa aaw�:i nob gred Eas oe2cc0ueSr we- Tdi tE htCo0! ph- er1 e0mvfeaonnrtusmfeoa ccvu. et�nU rnle"g< '' sm1 e1l ntashnt rodudcustn.f doe nr sc . u tStei en g a s 3 . Idonafl yet hstE ,ap rnHo dli tl e!arcft tsi eoorrdi e<Wad de lpU st bth eo hrl armsi sebpveeecentnte . df S,l l leaedtdi amo remnai ntsi <mdNi unI m,Mc tboeend cr. eemeovveer yd swehv oe mn 1 / 3 4S .. ISo :nell deeoittm iep fnrl, iet dte caal fri to> eld "rgIer saahvdae1Ol s dbt oec rpmroe S< rieltv< eel dln 'toe .do a Jf Ut ie tr c Ul w> aey ssusmhxa Jl l n bc lei r ,rge am ro evae db eocnocmee s @ su I d n t p o a l o s b e n e t le d p a . r tl oao rtt.creawof of,i npce. snI nhtalolel ttbrpaerf of .il.c.e. ScOtO lwoin t.hs ihna lal nl ao nt eC io> L tr s,e; hwoau tl deerr Ion Nevn cwrho ea dni INDIANA DEPARTMENT OF TRANSPORTATION TEMPORARY INLET PROTECTION, FILTER SOCK SEPTEMBER 2019 STANDARD DRAWING NO. E 205-TECD-02 {lN)OMthTaaynEb:5e01fte:.d...:ed ;,s jtistllled by site cooditlons, butshall no1 be less ITNEDMI PAON RAADR EYP EARROT SMI EONNT COOFNTTRRAONL SPPEORRITMAETTI EORN CONSTRUCTION ENTRANCE SEPTEMBER 2019 STANDARD DRAWING NO. E 205-TECD-12 ph2 ao" xrsd2t ws" , oowor i d2t h" cx 1r4o" "xs h2s o" bu odr arwc1 o" i ' nox g3d " l st J ump bpeor r . t Frame Table 1: Geotextile Fabric Specifications Post spacing 36" minimum A bsh aye rst dwt ewemoe son dmp opa osy tssbt . eaAnsl t dt eJ brcsnr taoi ttsuest esbudr paf pco oer rs t . i B b r n i r gr t a a o id c c e ee p a s a t c h n h e e c ls p o o t mo st es s r u b p p y o p s no t a r t o i l f i r n a u g b t ri li icz. e A PP rhoypsei cr tayl T S 2 F 0 e ti a t % t x e n t i d r l e 1 e a n l o r g s d n t e r g s e f a f t n i r t c g e io i t e n h n g n c t a h y t EWSxl uat rrt areyrs fHt l rooewwn grr taahtt ee Ua nvd r es tsai sb ti lai znecres mt o. . ie n1 tsour rse vvoven NOn-vvoven Geotexlile Fabric Geotextile Fabric 85% 85% 53 000 .ll3bb ssg.. appl Jeemrr lliiinnn .eel saaqrr . il nnf tcc. hh 75 00 ll bb ss .. pp ee rr ll ii nn ee aa rr ii nn cc hh 4.5 gal.lmin.lsq. ft. 15 gal./min./sq. ft. 220 gaL/min./sq. ft. 70% 85% Use the wrap joint method six month min. life a! when joining posts. Sill Fenc ( M1 2i•n ti mo u1 m8 ") f C Nif a u O u b t s r T i f e c a d E b s . : r e ic c Oufvrr eeo rml yl a ptsoi jnot ghi nel et spr oot osl l t tt hoa enednl i mef rxiant map toeesoJt or. isnut sp . p oF r at sf teennc e , Plan View . fgBaeuborritiecedx t i l e � /· I I "' I I . II X/'J.-, �•. II I I 's< V • V 7- "' »�, Section A-A NleOmTpE. o: f O' to 12o•F Tenhtirsemncehatshuerefaisbrnicotarnedcol amc kmoefnadnecdhfoorrinpgavseydstseumrf. aces dlle to i n a b i l i t y to I nSl osewi tt uet ahr teti hotanonsp twoh feh tehgrereogsuetnoodrtmee xl ewt ivl aeat tefi aor bnmr oiacnyf i tlbtheyepr daa ost swl e tnah-sest l sostpi rxeu icnst ciudhreee s. oef i t h e r : t AUt B h h s N u e e e i O l s f d a / it n O a o b r r c R t m ic e o . m n d o ju p r n a n o i c t r n h t a i e i o r n y n d l e d o w t i w . k it e n h. - s c e l o x o c m p a e p v a s a c i t d e te e d d o d t f r o o t h sp e i x i n s i l t n e o c t r h m p e r o s d t re h a i c g in ti h o i e n n r l . e th t. a n i 32bn 6a ' s" xt"c2ak(l" ml f ei ol l di rnm.b2) ae" Hxtf eo4i grr" i heah l ac� rodmwpoaoc dt i np go s t L mb aactkeRfriuil alnl o f f Iat fi gnuhdsti pnl yogsstpt rsree. t cd- ahr i sivnsege tmthhebel epgdoesogt teseoixnt teti ol xe t tifhl aeebfrsai cob irl i , c bpwel ai tt cwh egedee ono nt pe oxi ntsli etl est fasaisdb eer i acocof htnhi ses i dda reni vcf eha onr t .rh(tePr seotnsf crt osh m. p p aih o n o e d s s t t i s f s n a l i b e s n y t t t ) e o . p n t l i a h I n f c e g a i n s s it g s o t e i o a l m a t la h nb e t d l h in e p sg o e o os c v n t u , e r s r e s t i t t r f e h e a e , t bc d f r h r a ic i i v b n t e r g o i c tthhee pfUaosbser ti c.t hbeewt wr ae pe nj opi no smt se tahso di i iws hl ea ns i jeoni ne idn, g p1D2ei g"r i oma fnegt8ee"or dtoeef xet thipl ee. 4i fn"al wbe rlii dc ePi ntl taroec net hctehh e8a "rbodouet nt eodpmt h e btf rroeot nmt ocmthh. eol afi ynt ihl neegt . t trheen cr he ma na di n ienxgt e4n" di ni n tgh ea w a y Trench Detail Geotextile Fabric Drop Inlet Protection No Scale Grate@ sCeoam, rmeedrtcoi a=l l ytaivnagilaf rb,lsec rwt oovr efnrafmaebric s i � l > o g � I � MANUFACTURED S HVMOEAURTLTSDI C/ BABELL LA I NYNSDKTOEA TWL SLNE D SLOPE NOTES: S OT IYLPSI CTAA BL ISL LI ZOAPTEI O N 1 SCS LHL OOA PDL ELS S . H SAU TVR I ECF AKGCSOEAOSNDHD ASGLORLI LAB SCE SOF. NRTMEAAECT OTS . FI RB OL ACNK KS E T S BUlLT IN FIELD .. ' TAMP SOIL OVE R M -lf 8 NKET ATJ 2. APPLY PERMANENT SEEDING BEFORE PLACING BLANKETS, Qve<fiow Opening @ Q N ) O G F t f h T r ! e a o E t m o e S l p e < e t : < iInlPei' n! lbgl iansglg> seshi pzaeul l stbhoeeJdl aT i ti bl htrdrtoal uoi tngelhec l ttfhor eop oeO jo, ' a.l lne lgp\ l.i ne gc et oo ff go er omt e a, ;nt lol,ee r2f it oi mwe s 0 @ ) o F m B p t a a a e g y m n f i e b r n a e g w m . r ie o S t t h e s a c t t t u l . e a a r d g l e l 4 t b b o S e y d b s r e e e , g c a p ; u f r s l e r a , e e cdse dti ono tpvhleoerc beI na"b"gy-" •wofepriaegmnhient g. o. f I n l e t g r a u a . G r a t e INDIANA DEPARTMENT OF TRANSPORTATION TEMPORARY INLET PROTECTION, F ISLETPETRE MB AB GE RI N2S0E1 R9 T STANDARD DRAWING NO. E 205-TECD-04 5121M20�19 5/31/2019 Inlet Filter Specifications: Item# Dimensions Pieces per Carton JF1 527X30C 1.5" x 27" x 30" 1Qoads IF1527X21FTB 1.5" x 2r x 21· 1 roll IF1527X75FT6 1.5" X 27" X 75" NIA Other pad and roll sizes are available upon request. Cartons sized to ship by UPS. Inlet FIiter Installation Instructions: si 1cu. erRfaal nl cmde osavnneod wSs! ufl drrorl ommu t ntt hr dreti n, i gdn l eeabtr regi sar . a. t e I2Fn.i ll etVet ■rgrerl "xaJtl eef lnttodbseyan p1s lul aercaei snttghoaf ntt l et I en irl neoct vh e r be en ydos n. dTIhl lee of rvoenrtl aapn sdl =b o t h wcau lrebr fdiorowpsanindtosttahretsinfilletetring sediment anc debris before water JdF o.i l twPeOnr l , !ol !fnti ul ogs mnh ttt oeh etwh miet habtt ah. cePk l nl eleOdtOgsel i nd l ee 1 aos i npd dee nsei . nx gt Te ohn end i znt higpe bt fi eer oysnoatnt adt antcdhhe0 I 0gn trl hea tt e FWGi lRlI TeArHTlOEo UtChTOe LVi nI FEl eTRl I N. g Gr a t Te Hc Eo v e r 4th. eI nf isr setrgt zr.alpt et ibeair, .flroi fml l nt hl eel eFdi l gl eer ostl i gt t1 7, eU yg rtaot ee ncaobvleer.you to s e e ubaP nabu ddos euh t ru t 2 t h p h " e e t a h z w g r ip o r a a u t y t i g e e f h r b d o t ao h r r n w e . t n f h I i nl e t t e s h f e r r i . o r r sut t gt hzhei pt pht ieoe i nl pnt ee! ednt e eFt rni al tdet i oro naf nt ahden dl oz oipppu tsi eh j AU P u Ru N st s T O h e I U L r t i h N o A e u D L g p L T h o T H i t n o I E E t e S h Gd o A R l e d R A n e d T E n E o d L S f s O ! . h l Ooe R o P e s z E e p i D p l e y � a . T e t H L S in E R t t A e O o p V U t E 4 h G e u Z H n r I e P t T i c l H T e a E i I l E v l i S i M nl g p A L e T U O e n S Od s SE are installed loosely. A5 .f tTeirgahtkt anc h.itni pg tai el l $o.f t h e i i p Pieces Per Pallet 1 12320r ropoal l l sldss Mo!r' Wl i l ol , oSdy rP, tohsetl k , 6'--0" (max.) ELEVATION Flll Slope PLACEMENT RELATIVE TO RIGHT-OF-WAY UNE Fill Slope PLACEMENT WITH CHANNEL IN RIGHT OF WAY Inlet Filter Maintenance Instructions: o i w If n f p h l e s i o l t e e n d F d m i i m e lt o e d e u r w n n w t ta . e il t C l d e o r le o o s a n l u l n e r t r c h o In t e u a l e g n t l rd o a F s t t i eltl,eheer ven s oI is n u f l fe r l i n e l t t l s e e r T1 a e F l h d l I i w . i s t e a S ur t n w e ti o r q e u e e re e n p m t f e s e o i r d a i v n e t e u g s r s t e a h e n e ed d n i g m troea ptnet a1 .n dR odme bor1i1s1 -a1f1tteX lr( me aacnhl rfnrol nme vt heen t . saiwd aeys forfo!mh eI nf il let et rFbI i yt esr w. eeping ?tI on. lpRe toefFmitl htoeevr . fei l lseer db iymsewnet ef pr oi nmg t ol 1 fef o f Innelxett rFaIiinteerviesnpLropared for the A Silt Fence 10· (min.) From Toe or Slope 6" typ. 0 S T( 5R0A LWB BMAI NL E. ) ( N2 D , O b T D T e r i > ! E p m ! l e , S a n p c S : a e >c:O !innSagswodlfl ol tsvheaer ayt iseD pbi olassceskldsbol seoh tar olil gtehhtqe- uoeaf d-l wgt hae eyosafpvra aco iirl rau ,tb gir l uiotcfyt .ti hoSeni l tlpi fomes nti tscs ..e s t r a l l 3. AFdilctlal t lSooncalkpsohsatlld ebp el : lu' rs eo dr tInisethea ad <dsomf asyl� bfea >�o ' , uaitr eo: :rl lbne luor iw, ;tQ>�. . . " ' "" Temporary Geolextile Silt Fen,;e SECTION A-A J OPILNATN DVEITE WA I L Silt fence INDIANA DEPARTMENT OF TRANSPORTATION PERIMETER PROTECTION, SEPSTI LETMBF EENRC2E019 STANDARD DRAWING NO. E 205-TECD-11 SC1 0HO MAN LT I LLI NPE UOX OLT YUE ESN TDSH I ONY VGL EEL NRE ESS LTH I REN AEE WTR B A L E 75% FILL LEVEL MAX WASHWATER CONTAINMENT ZONE / PFP ELR ANO CCV EI I NDFGEL . AAOGBRSA. EROQRRUI EAI VRNAGTL OEE NS TA FT EOT Y OCP EOT RHNI ESMRTERTTURE CAR T.F I FOI CN AE RQ OU UI PNMDE EN NT T&I R E . / SAND OR FINE AGGREGATE TO k(" ANCHOR WATERPROOF LINER �---------------� .,- �=- SECTION A-A MEWTAOLOSDTOARKE S (2PERB\ � 10'MIN, ft-' �A 10" MIN. I l - SAANNCOH OO RR WF I AN TE EARGPGR ROEOGFALTI EN ETRO 10 MIL POLYETHYLENE LINING (SHOULD EXTEND OVER STAW BALES) PLAN �STRAW BALE (TYP) CONCRETEWASHOUT AREA INSTALLATION NOTES CONCRETEWASHOUTAREAMAINTENANCE NOTES 1.- SLEOECAPLTAIONNVSIEOWF CFOONRC: RETE WASHOUT AREA. 2 1. . T CI E N H N A S E L P P A A C E R C C O I G T T N E Y C D D R FA O E O I T L R R Y E C W A W L A N E A S D A S T N H AE E O F D D T U C E O T R O U A N A T R C N E A R Y A S E S T S N T E H E O . A C RLE MLS SBE AEVRERYNE TTP . AO I RM EADI NAT NA DI N ,,,------------ 9 t c h th ie a o 1 e 0 n s m \. g d e p r r . e l t a e ig - t P t � e h e u o . t l y l s l t C o i f c t r i u o o e a t v n n e oe c e I f r nh f n a lo f e d r n r e t d o I e F n f o i l e l z e v t n e i t e µ d r F r - t U l I oa oi e t p f e s z r t hi t p o e 2 . IWP NI NAS STS , HA SOL TLUATl PO LBMEAISSL , I TON HRAI COR KTE AHP . EORTL YFH AEE ST TLH IEYNNLI EEN RNGSE SALHINONDEU RWL DOE IVBGEEHRSE TDE HCDEUOREWEN DNT I WWR EII TT HH SAND OR FINE AGGREGATE 3 . AAR TPE PMTROHOVEVEEEDND DFWROOA FSM TCTEOHNSESI TST EIRT. UEC AT NI OD N D, IASlPlOCSOE ND COR FE TAET SA HN A L L B E 3 _ TLDAOOY MNBOAL TI AN NST KTA ERI NTE STD CI LRHOE OC TS ECLOY NATNA OC TS WT AI KT EH OT HR ES STAO PI LL. E 4 AI NTSLPEEACSTTWO I NT CH IEN E2 V4 EHRRYS 7OCFAELAECN HD ARRA I DNAEYVS E. N T & 5. lF AREAS SHOW EROSION. PULL BACK BLANKET, ADD SOIL. TAMP, RESEED. & RE-BLANKETAREA. EROSION CONTROL lies to leave a 1• tail. Blocksom & Co. ToPll. Ofr.eBeo: x(820000) 774M5-ic14h0ig8an City, IN 46361 -8007 Fax: (219) 874-3752 Coir Mat Installation (After Roads Are Completed) No Scale 4 3. . A T T S CH O T I L G E E T A N A C H N S R E O Y L S Y N W C H C I O A A N R N S L E D L C HT I R O C E B E AU E WT T T P E E A L A S P A T R L H C H E A O E E A C U D , LE T A A OM AN C T E D R A N T E T T H EA I E LO O S S N C N EH O OW A S N L I F H S T L T E T E BR H. R EE E U A I C C N S T O S I N OT N C A E N R C L E L E E N E T S D T E S RA P A R R N Y IO C T E R O , WPUAMSPHORIUGTSA. REA TO OPERATORS OF CONCRETE TRUCKS AND 4 . WDO ITHSHETENUR RTWBH I EES DEC AOS RTN EACABR I SEL THI EZA ELWDL ABI SNE H ASO NEU ETAD PAEPRDRE OAA VNI EDS D RMMEU AML NCO NHV EEE RDD , , OTRH E 56 . . EISNXY SCS PTE ESE CMST CRPOEOANL CCY HRE TEE STH EY7LS5E%HN OE OULFLI DNT IHBNEEG DRFEEOSMRI OGFVNAE ICDL AUWPRAHE C, E I INTNYTC. HL UE DWI NA GS HTOE UA TR S AND PUNCTURES. REPLACE LINER AFTER EVERY CLEANING. ABOVE GRADE CONCRETE WASHOUT BASIN BLANKET SLOPE INSTALLATION Flow line OE LVEEVRAFTL IOOWN THICKNESS ('d') = 1.5 x MAXIMUM DIAMETER - 6" MINIMUM SECTION La = 10 x'D' 0.5 X 'D' MINIMUM MIN. >--- - - -- 'D'"' PIPE DIAMETER (UNLESS NOTED OTHERWISE) PLAN PIPE AVERAGE SIZE D RI AI PM- ER TAEP R 12" & 15" 6 in. 18" 8 in. 24" 10 in . 30" 12 in. 36" 14 in. LN1,EON'TLGaE'TS=H: LTEONGDTISHSOIPFATAEPREONENR. GDYIS.TANCE 'La' SHALL BE OF SUFFICIENT 23 .. AF iPlRT OE RN MS HAAT LE LR IBAEL ASTH AA LZLEBREOFGI LRTAEDREFAANB OR IACLOI GRN6E"DT SHTI CRKA MI GI HN TI M. U M GRADED GRAVEL LAYER. ENERGY DISSIPATER PRuobaldicway :e,;;. §;lfoffe I• 1 2I . n . R G s e t r a a m d l o l e a v t e th i o e a n l f l o : v uengdeatat itoionnaannddCofothwenr foobrjepcotsirotinvaeblderaminaategreia. l from t h e foundalion area. 34.. lIfn swt ae1l l caocnudtlvt l eorntspai pree eu nn dt l ec irptahtee dp,apdl ai fcneegeedoetde xt o6 1 emfaai bn tr iaci nonp rIohpaegr rpaudbeldi c froouandd da rt iaoi nnat og ei m. p r o v e s t a b i l i t y . 5.IPhalacseurafagcgeresgmaolaot(hINaDndOTsloCpAedNofor2d)rtaoinlla'>geed.imensions and grade shown in lhe construc�on plans, leaving 6. lWrigrheesres/peogsrassibslep,addivloerat asllesdtiomremnwt tarateprorrunboafsfinan. d drainage Imm the temporary construction Temporary Construction Ingress/Egress Pad (For Individual Lots After Roads Are Completed) No Scale II II s• Silt Fence Property Line ___ _£'ublic Roadw� ___ Na1 .nodCt oednrsat:riancatgoer ssht raulcl tI nu rset as l lwsiitl ht ifne necaec ha si nndei \ el i dd eu da l dl oetpfeonr dcionngsot rnu cgtri aodn eof h2eo.aocchsoeni snt.dr iavcitdour asl hl oa tl l fion rs tcaol ln as i rl au mc l ipoonr aorfyhcoounssetsr uacftlieofn reonatdrsa nacr ee for completed. TCeomnsptorurcatriyon Entrance Back of Curb Typical Individual Lot For House Construction No Scale EROSION CONTROL PLAN DETAILS en w IREVISIONS z 0 - .J w 4/25/25 BID SET CPM8 00i 2d2 . w0WB2eo5e, t�sel m289r 5oE .1ndgwi naeye r Ss n. t J>necl . Loogoo1ee. lndiam, 47553 DATE APRIL 2025 DESIGN CWRi'.'EKPi'.'B DH DRAWN DRKi'.'M�W Q.C. CHECK PROJECT NUMBER 2024072-02 38 38 OF 45 I Flt£ NUMBER I 44716 Do Not Use Plan Previews for Take Off
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