RADE ROADWAY r SLOPE ( SILT FENCE !...- RIGHT-OF-WAY ------,-1t--��i-- w 1F'R-0O" MMITNO. E OF SLOPE SILT FENCE PLACEMENT RELATIVE TO RIGHT-OF-WAY LINE ROADWAY SLOPE SILT FENCE RIGHT-OF-WAY _,,..j 6" (TYP) CHANNEL SILT FENCE PLACEMENT WITH CHANNEL IN RIGHT-OF-WAY TEMPORARY GEOTEXTILE ----- COMPACTED SOIL FLOW 4" SECTION "A"-"A" MO RE TWA OL , OSDY NP TOHSETTSI C j"A" I I 6" (MIN) DEPTH COURSE AGGREGATE GEOTEXTILE FABRIC TO S T A( OB INL LI ZYE RPEAQDUFI ROEUDN DWAHTEI OR EN WETNESS IS ANTICIPATED) w 12' (MIN) z" o GRAVEL CONSTRUCTION ENTRANCE DETAIL NOT TO SCALE 1 N C O O T N E S S T : RUCTION ENTRANCE LOCATION TO BE DETERMINED BY CONTRACTOR. LOCATION SHALL BE APPROVED BY ENGINEER AND OWNER PRIOR TO CONSTRUCTION COMMENCEMENT. 23 .. PCLOANCSET RS IUXCI TN CT HH EE SD OR FI VCE OAUTRLSEEA SATG G1 2R- FEEGEATT EW (I D# 2E SATNODNSEOA- FSEAEPT PLROONPGR. I A T E ) F O R C O N S T R U C T I O N . 4. FOLLOWING CONSTRUCTION, REMOVE STONE AND RESTORE AREA. GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE GUIDELINES: 1 INSPECT GRAVEL CONSTRUCTION ENTRANCE AS REQUIRED DURING CONSTRUCTION 2. REPLENISH GRAVEL AS NEEDED TO MAINTAIN A MINIMUM DEPTH OF SIX INCHES. 3 R(MEIMNIOMVUEMM) UTOD PARNEDVDEENBTRTISRAFCRKOIMNGTHE ENTRANCE AND ADJACENT ROADWAY WEEKLY 4. ENSURE GEOTEXTILE FABRIC BENEATH ENTRANCE REMAINS INTACT AND COVERED. 5. 6 . MR EA PI NATI RA I RN UETNST, RDAENPCREE SUSNI TOI NL SS, I TAEN DI S SSI TGANBSI LOI ZF EWD EAANRD TNOOPFRUERVTEHNETREARCOCSEI OS NS AI SNRDETQRUAI RC EK DI N G ' TIED OFF TO 2X2 AART IEOSN) ✓ \/ - G ELE (V V - �' ' � • rl ET XOCBEES DS RSAOWXNX IMNAATNEDR I A L � . WOODEN STAKE, (TYP.) ' ·c.._ l-CURB CURB<-1, 00� � . ti.'. 'O 'A -%s )?,>;;;)) NOTES - I - 6'-0" (MAX) L."A" • ELEVATION VIEW POST \ r SILT FENCE PLAN VIEW SILT FENCE DETAILS NOT TO SCALE 1. DAISMCELNOSSIOENACSAPNOVSASRIBYLEBATSOEEDDOGNE RCIOGNHST-TORFU-WCTAIYONAVLAIMILITASBILITY, SILT FENCE SHALL BE PLACED 2. SILT FENCE MAY BE PLACED BY PLOWING IF MINIMUM EMBEDMENT OF 8" IS MAINTAINED. 1 2 . SIL E IN T N S S F P U E E N R C C E T E F S E M IL N A T C I N F E T E I E N S N C S A E E N A C C S U E R R G E E U L Q Y ID U A E IR N L E I C N D H E OD S U R RE DI N IGN CTOH NE SGTRROUUCNTDI OANN. D U P R I G H T . 43 .. RR EE MP AOI VR EA ANCY CTUEMA UR LSA, TL OE DO SSEE DF IAMBERNI CT , WO HREBNR IOT KREENA SC THAEKSEODNI FE -FTOH UI RNDD TDHUERHI NEGI GIHNTS POEF CTTHI OE NF. E N C E . 6 5 . . R R S E ETAM P B L O A IL V C I E Z E A A D T N I A OD M N D A I I G S S E P AD O C S SH E E IE C O V T F E ! O DS N I . L ST AFSENRCEEQAUNIRDEADC. CUMULATED SEDIMENT AFTER FINAL MATERIAL RIITE PER ACRE COMMENTS Straw or hay 2 Tons ShPofeualdd bbey dhrayn. dfreore mofacuhnidnees. irable seeds. Must be crim ••• or anchmed. Wood fiOC, or cellulose "� Auspeplwy ,wthitthraackhiyndgroahgcenmt ulch machine and o•rMouthlceh<isntgab1sillnioattiroencommemtheonddse. d in concentrated /Jows. Consider erosion control blankets • The mulch should have a uniform density of at least 75% over the soil surface. MULCH SPECIFICATIONS ANCHORING METHOD HOW TO APPLY Mulch anchoring tool or farm disk Crimp or pinch the straw or hay two to four (dull. serrated, 8nd blades set straight) icnocnhteosurinotfotthheesslooil. Operate machinery on the Cleating with dozer tracks pOr ep ve-re antte f ot hr me adtoi oz en, ouf pf ial lns db yd odwo nz es,l ocpl eea tt os . Wood hydromulch ribe,s Arepcpolmy amcecnodrdaitniogntso. manufacturer·s Synthetic tack1fiers. binders, or soil stabilizers rAepcpolmy macecnodrdatiniognsto. manufacturer's Netting (synthetic or biodegradable material) Imn sutnacl lh .n eAt tni ncgh oirmnme et tdi ni agt ewl yi t ha f tset ra palpeps .l y iEndg g e s o f ns terti pt i nogv , :s, rtlnappsp ,snhgo uf ol du rotvoe rsliax pi nwciht he se ao cv ehr utphe- s l o p e aa dp 1palci ceantti odnosw. n I- ns l ompoes ts tirni ps t. a nBceesst, si nu istteadl l at ot i osnl o p e details are site specif,c. so manufacturer's recommendat,ons should be followed. All forms of mulch must be anchored to prevent 01splacement by wind and/or water. APPLICATION ANO MAINTENANCE: dodeepwvpiarcoteveer idn-g- - . . . . . . ...... . . . . . . . _ flow � sediment dike_/ op un tmop sa ssht ao ub llde vdei sl occhiat ryg e driipssripaaptoorr msaanddebaogf s WIRE TIES, (TYP.)- - ----� �/ / STORM GRATE --:::__J1 Ill// / . \\\__ F I LSTTROERXMX ®G 8R"AsToEx_x _/_ / / I FILTREXX® 8" SOXX DRAIN INLET PLAN OPTION "A" PLAN OPTION "B" PLAN FILTREXX® 8" SOXX ED XR CA EWSNS I SN OAXNXD MT AI ETDE ROI FAFL TTOO B E 2X2 WOODEN STAKE, (TYP ) CURB ,:,�.) SW F E I I L T C T H U R R RE E X U X B S ® B O E 8 X R " X S T T O I OE X D XG O RWAT N E S CATCH ... N DRAIN INLET SECTION CURBSIDE SECTION INLET PROTECTION DETAIL 1. NOATLELSMATERIAL TO MEET FILTREXX® SPECIFICATIONS. NOT TO SCALE 2. FILTER MEDIA™ FILL TO MEET APPLICATION REQUIREMENTS. 3 COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER 4. ALL PRODUCT NAMES SPECIFIED IN THIS DETAIL ARE INTENDED TO ESTABLISH A STANDARD; EQUAL PRODUCTS WILL BE ACCEPTABLE AS DETERMINED BY THE ENGINEER 12 I N LI NESTPPERCOT TFEI LCTTEI ORNSMO ACIKNST EANS ARNECQEUGI RUEI DD EDLUI NREI NSG C O N S T R U C T I O N REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES ONE-THIRD HEIGHT OF FILTER SOCK. 3 ENSURE FILTER SOCK IS SECURELY IN PLACE AND NOT DISLODGED OR DAMAGED. 4 REPLACE TORN OR WORN FILTER SOCKS IF FOUND DURING INSPECTION. 5 6 . KCELEEAPRARDEEABRAIRSOFURNODMISNULERTFAFCREEEOOFFFILLATREGRESODECBKRTIOS PREVENT CLOGGING AND WATER POOLING. 7. MAINTAIN FILTER SOCK UNTIL STABILIZATION IS ACHIEVED. dewatering pump A ( ps d t i u v r me e r a p s m s io n � ihnot saek e [intake hose flow clean water dike_/ >---len-gthwonorkt atoreaex-ce-ed -, c ot mh aptl e twehdi c ihn coanne bdea y AT ONWGLAER DFSl R SPTRESVITOAUKSELY LAID BALE BP LOAUCNEDD BOANL ECS O N T O U R 2O/R S T2Ex 2E L SPTIACKKEEST.S , 6" MIN INTO GROUND I. Apply mulch at the recommended rate. 2. mS pa rcehaidn et,h eAmf t eurl cshp rme aadt er nr iga.l nuon imf oor rme l yt hbayn h2a5n%d . ohfatyhf oe r gk .r omu nu dl c hs hboluolwd ebr .e o' rl i shrybdl er a. u l i c m u l c h 3. Anchor straw or hay mulch 1mmed1ate)y after applicatmn using one of the listed methods. 4. Inspect within 24 hours of each rain e11ent anO at least once every seven calendar days. 5. aCnhcehcokrftohreem,-ous,locnh oinr mplOa\cleem. ent of mulch: repair damaged areas. ,e.eed. apply new mulch and � ervious sheeting work are□ liit l f�8{ai\0�i�i�u�)t f/r;f, I ' Z 7, '!riltf ANCHORING DETAIL 6. Continue inspect,or,s until vegetation is firmly estabHshed. 7 sIftaebro1lsizioantio1so smeveethreodosr treocpurrortinecg,t tuhsee aerreoas.ion control blankets or other more substantial (Information from Indiana Storm Water Qualilty Manual) CROSS SECTION OF SANDBAG DIKE SECTION A-A 4" VERTICAL FACE BEDDING DETAIL MULCH ANCHORING METHODS PUMP AROUND DETAIL STRAW BALE BANK SEDIMENT CONTROL PLAN VIEW NOT TO SCALE EROSION CONTROL BLANKET NOT TO SCALE NOTES: 1. PARPEPPLIACRAETISOONILOBFELFIMOER,EFIENRSTTIALLIZLEINRGAENRDOSSEIOEDN.CONTROL BLANKET (ECB), INCLUDING ANY NECESSARY 2 BWEI TGHI NAAPTP RT HOEX ITMOAPT EOLFYT1H2E- I NCCHHA ENSN EOLF BEYC BA NECXHT OE NR DI NEGD TBHEEY EOCNBD I TNHAE 6U- IPN- SDLEOEPPE x P6O- I RN TCI HO NW OI DFE TTHREE N C H B TC RO O E T M N T P O C A M H C. T O AE F N D C T S H H O E OI R L T R A T E N H N E D C F E H O C L B B D AW CR IT K E H F M ILA A L I N R A I O N N W G D O 1 C 2 F O " M S P T OP A A R P C T L T IO E T S N H / S OE T F T A R EK C E E B N S C A A H N P P D A R F BO T A E X C R I K M S A O T T V A E E P L R L Y I N S 1 E G 2 E " . D A A P P AA P N R L D Y T C S IN OE EM THD P E A T CO T ED SAOPPILROSEXCIMUARTEEELYCB12O" VAECRROCSOSMTPHAECTWEIDDTSHOIOLFWTIHTHE AECRBO. W OF STAPLES/STAKES SPACED 3 RS EO CL LU RC EE LNYT EF RA SETCEBN IENDDTI RO ESCOTI ILO SNUORFF AWCAET EB RY PF LL OA CWI NI NG BSOT TA TPOL EMSO/ SFT CA HK EA SN NI NE LA PAPLRLOEPCRBI AMTUE SLTOBCEA T I O N S A S SHOWN IN THE STAPLE PATTERN GUIDE 4 . POLFASCTEACP OLENSS ESCT AUGT IGVEEREECDB4E" NADP AORVTEARNEDN4D" (OSNH ICNEGNL ET ESRT YT LOES) EWCI TUHR EA E4C" - 6B" O V E R L A P . U S E A D O U B L E R O W 5. FSUT AL LP LLEESN/GS TT HA KEEDSGAEPOPFR OE CX BI MAATT ETLOYP 1O2 F" ASPI DAER TS LI NO P6 "EDS EMEUPSxT6B" EWAI DNEC THROERNECDHW. I T H A R O W O F 6.7 . TAHD EJ ATCEERNMTI NEACLB EMNUDS OT FB TE HOEVEECRBL AMPUPSETD BAEP AP NR CO HX OI MRAETDE LWYI T2 H" - 5A" R( DOEWP EONFDSI NT GA POLNE SE/ CS BT ATKYEPSE ) A N D S T A P L E D 8. N I A N EP L C P O E R O S O S S X E A IM R S A Y O T I TE L O L C Y P O R 1 N 2 O D " P I A T E P I RO A L N R Y S T , A I T N N H C A E H 6 U O " S R D E E T EO H P E F x S E T 6C A " B WP . L IDEEOTRRSETNACKHE LENGTHS GREATER THAN 6" MAY BE 9. HTHOERICZROINTTICAALLSPTOAIPNLTESSAPLAOCNINGGTHSEHOCUHLADNBNEELASLTUERRFEADCEIF. NECESSARY TO ALLOW STAPLES TO SECURE 10. INSTALL ECB IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. 1 2 . . E I E N N R S S O P U S E R I C O E T N B E C L R A O O N N S K T IO E R T N O L I C S B O SL N E A T C N R U K O R E L E T B D M L T A A O I N N K TT E H E T E N A A G N S R C R O E E U Q GN U U D I I RD W E E IT D L H I N D N E U S ORILNOGOCSOE NESDTGREUSCOTIRONLIFTED SECTIONS. 3. REPAIR OR REPLACE ANY DAMAGED OR DISPLACED BLANKETS UPON DISCOVERY DURING INSPECTION. 4. CHECK FOR EROSION UNDERNEATH BLANKET AND CORRECT UNDERMINING OR WASHOUTS. 5. ENSURE THE BLANKET REMAINS IN CONTACT WITH SOIL SURFACE TO PROMOTE VEGETATION GROWTH. 6.7 . MR EA MI NOT VAEI NDBELBARNI SK EOTRUONBT SI LT SR IUT CE TI SI OSNTSA TBHI LAI ZT ECDOAUNL DD VI NETGEERTFAETRI OE NWI IST HF UBLLLAYN EK SE TT APBELRI SFHOERDM. A N C E WETLANDS MAP �7,2025 Wo1lands ■ Es<uame aoo Mar.-., Deevwa"'' ■ F,.,.,.,,.,,.,,. Fores1M/$1"ru> ,-,_., 0 Estuame DOO Mame Weo,-, • Freslr-""ler Pooo WETLANDS MAP , --. - . - -, FLOOD MAP . . ___..._._,_...,,,..,,.,.,..,._ ___,_...._«_,,.. ------.. -..---------- ---- --� . . - :"1'3:'-.o:c�-.=--.,;;-s - ,.._,_-,. .,._•• -'C =-·· --- :· �.a=:;.,--'-5 ' �!:cf__ 7:5 ' ;;,.,;:-.:..· -= =~-= .. ,-- -- - •.· :=�=- , .. --�·- .t�,,o,I�cot--.-n-·· 1 . 2. 3 �- - B 4 ¾ 8 L " " A x TC 2 R 4 K E " L A P E T A T E IN T D E T P R E L D I Y N W W G H O I OT DE � - - 6" HEIGHT ,.----'-±-_v, 1 ICONCR TEI I 1 I U 1 I wASHOUT1U.__.._ WOOD POST 11 4"x4"x8" 11 II �,11 1I 1 :'::,..:::'?;;.-<."Y\!,, Y>0-1111 u u CONCRETE WASHOUT SIGN STAKE (TYP.) 10 MIL PLASTIC LINING 1S2O" CFKI L OT RREEXQXUFAI LL T E R ":::,"z "o LOANT HA L&L FSLI DA EGSG I N G SECTION "A" -"A" 10" MINIMUM r-----1--------t---:=::t-- 12" FILTREXX FILTER SSTOACKKE O( TRYEPQ) U A L ,-JL----'--(�/-lliJ--'F----BERM "A" HIGHEST ELEVATION --� �-- 10 MIL. PLASTIC LINING FT IOL TEEXRT ES NO DC KT OO RF I LE TQRUEAXL X PLAN VIEW CONCRETE WASHOUT NOT TO SCALE NWOATSEHSOUT LOCATION TO BE DETERMINED BY CONTRACTOR. LOCATION SHALL BE AO RP YP RCOOVNECDR BE YT EE NT OG I BN EE ERRE MA NO DV EODWFNREORMP SR I I TOER PTEOR CI OODNI CS AT LRLUYCAT NI ODNDCI SOPMOMSEENDCOE FM BE YN T . T TA H E P ME P R P C O O O V R N E A C D R R Y ME T CE E O T H NW O C A D R S S E H . T OEUFTASCIIGLNITYSHALL BE INSTALLED WITHIN 30 FT. OF THE CONCRETE WASHOUT MAINTENANCE GUIDELINES 1 2 . IENNSSPUERCET CCOONN TCARI NE TE ER WI S ANSOHTO LUETAAKSI NRGE QA NU DI R RE ED MDAUI NR SI NSGT CR OU CN TS UT RR UA LCLTYI OSNO. U N D 3. RCEAMPAOCVIETYHARDENED CONCRETE WHEN THE WASHOUT IS 75% FULL TO MAINTAIN 4. IMMEDIATELY REPAIR ANY LEAKS OR TEARS IN THE LINER TO PREVENT CONTAMINATION 5. KEEP WASHOUT AREA CLEAR OF DEBRIS AND ENSURE ONLY CONCRETE WASTE IS DEPOSITED 6. DCEHSEICGKNAFOTERDAWNDASAHDODURTESASREAAN.Y SPILLS OR OVERFLOWS OUTSIDE OF THE 7. MAINTAIN THE WASHOUT UNTIL ALL CONCRETE WORK IS COMPLETE _.,..,. • •' • -� .,.,,...., nn ,m ..,, ___ """"----""'""'-""'"""" .,,...,s..,Suo,of N•"'"ai eoo.-,,c.o Sool S..,...,, SOIL MAP - • • • ., .,,.. SITE EROSION CONTROL DETAILS AND NOTES • REVlSIONS 08/0112025 BID SET I C 2025 8M0i2d wWeess! e! mB r oE.ni dgwi n,e1 ye r$s t. rlenec! . P.O. Box 295 Looguutce. lmfon;, 47553 DATE AUGUST 2025 DESIGN E.K.P, DRAWN M.M.C. Q.C. CHECK PROJECT NUMBER 2023054-00 13 IJ OF 13 FILE NUMBER 45098 I Do Not Use Plan Previews for Take Off
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