ROADWAY ROADWAY RADE SLOPE r SILT FENCE � RIGHT-OF-WAY -----,----'f-----+- w F1'R-0O" MMITNOE OF SLOPE SILT FENCE PLACEMENT RELATIVE TO RIGHT-OF-WAY LINE SLOPE r SILT FENCE RIGHT-OF-WAY __,,.-1 6" (TYP) SILT FENCE PLACEMENT WITH CHANNEL IN RIGHT-OF-WAY TEMPORARY GEOTEXTILE ----...J COMPACTED SOIL FLOW 4" SECTION "A"-"A" METAL, SYNTHETIC ,. "A" ' OR WOOD POSTS I I CHANNEL j G ELE(VVATION 1 \ ARIES) -11 '- ' v� '/�>) )':;)/;;;' ' I - 1- 6'-0" (MAX) l_." A " NOTES • ELEVATION VIEW POST I r SILT FENCE PLAN VIEW SILT FENCE DETAILS NOT TO SCALE 1. DASIMCELNOSSIOENACSAPNOVSASRIBYLEBATSOEEDDOGNE RCIOGNHSTT-ORFU-CWTAIOYNAVLAIMILITASB.ILITY, SILT FENCE SHALL BE PLACED 2. SILT FENCE MAY BE PLACED BY PLOWING IF MINIMUM EMBEDMENT OF 8" IS MAINTAINED 1 2 . S I ILNTSFPEENCCTESMI LATI NF TEENNCAENACSERGEUQI UD IERLEI NDEDSU R I N G C O N S T R U C T I O N . ENSURE FENCE IS SECURELY ANCHORED IN THE GROUND AND UPRIGHT 3. REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE FENCE. 4. REPAIR ANY TEARS, LOOSE FABRIC, OR BROKEN STAKED IF FOUND DURING INSPECTION. 5. REPLACE DAMAGED SECTIONS AS REQUIRED. 6 RSTEAMBOILVIEZAATNIODNDIISSPAOCSHEIEOVFEDSILT FENCE AND ACCUMULATED SEDIMENT AFTER FINAL ANCHORING METHOD HOW TO APPLY Mulch anchoring tool or farm disk Crimp or pinch the straw or hay two to four (dull, serrated, and blades set straight) inches into the soil. Operate machinery on the contour ol the slo"", Cleating with dozer tracks Operate the dozer up and down slope to prevent formation of fills bv doze, cleats. Wood hydromulch fibers Apply accord;ng to manufacturer"s recornmendat,ons. Synthetic tackifiers. binders. or soil slabIhzers Apply according to manufacturor's recommendations. Netting (synthetic or bioclegradable material) Install netting immediately afte, applying munch. Anchor netting wjth staples. Edges of netting strips should overlap with each up-slope stnp overlapping four to s,x inches over the adjacent down-slope str1p. Best suited to slope applications. In most instances. installation MATERIAL RATE PER ACRE COMMENTS details are s;te specific. so manufacturer's Straw or hay 2 Tons Should be dry. fr'?<l of undesirable se!!ds. Spread by tiand or machme. Must be cr1m~d or anchored. Wood fiber or cellulose 1 ,� Apply with a hydrolic mulch machine and use with tracking agent . Mulching Is not recommended in concentrated flows. ConS1der erosion control blankets or other stabil1zat1on methods. ♦ The mulch should have a uniform density of at least 75% over the soil surface. MULCH SPECIFICATIONS MULCH SPECIFICATIONS recommendations should be followed. . AII forms of mulch must be anchored to prevent displacement by wind and/or water. APPLICATION AND MAINTENANCE, 1. Apply mulch at the recommended rate. 2. Spread lhe mulch material uniformly by hand, hayfork. mulch blowe,. or I1ydraul1c mulch machine. Aft>,r spreading, no more than 25% of the ground should be visible. 3. Anchor straw or hay mulch immediately after application using one of the listed methods. 4. Inspect within 24 hours of each rain el'1!nt and at least once every seven calendar days. 5. Check for erosion 01 mol'1!ment of mulch, rep.air damaged areas. reseed. apply new mulch and anchor the mulch In place. 6. Continue mspeclions until �egetation Is firmly established. 7. If erosion ,s seVl"!re or recurring. use erosion control blankets or other more substantial s\abilizatioo methods to protect the area (lnfDfmat1on from Indiana Storm Water Qual1lly Manual) MULCH ANCHORING METHODS 6" (MIN) DEPTH COURSE AGGREGATE GEOTEXTILE FABRIC TO S T A( OB INL ILZYE RPEAQDUFI ROEUDN DWAHTEI OR NE WETNESS IS ANTICIPATED) � 12' (MIN) GRAVEL CONSTRUCTION ENTRANCE DETAIL NOTES NOT TO SCALE 1. BC EO NA SP TP RR UO CV TE IDO NB YE NE NT RG AI NNECEER L AONCDA TOI WO NN ET RO PB RE I OD RE TTEOR CM OI NNESDT BR YU CCTOI ON NT RCAOCMT MO RE N. LCOECMAETNI OT .N S H A L L 2. PLACE SIX INCHES OF COURSE AGGREGATE (#2 STONE AS APPROPRIATE) FOR CONSTRUCTION. 3. CONSTRUCT THE DRIVE AT LEAST 12-FEET WIDE AND 50-FEET LONG. 4. FOLLOWING CONSTRUCTION, REMOVE STONE AND RESTORE AREA. 1. GI NRSAPVEECL TCGORNASVT ER LU CC OT INOSNTERNUTCRTAI ON NC EE NMTARI NATNECNEAANSC RE EGQUUI DI REELDI NDEUS R: I N G C O N S T R U C T I O N 2 REPLENISH GRAVEL AS NEEDED TO MAINTAIN A MINIMUM DEPTH OF SIX INCHES 3. R(MEIMNIOMVUEMM) TUOD PARNEDVDEENBTRTISRAFCRKOIMNGT.HE ENTRANCE AND ADJACENT ROADWAY WEEKLY 4. ENSURE GEOTEXTILE FABRIC BENEATH ENTRANCE REMAINS INTACT AND COVERED. 5. REPAIR RUTS, DEPRESSIONS, AND SIGNS OF WEAR TO PREVENT EROSION AND TRACKING. 6 MAINTAIN ENTRANCE UNTIL SITE IS STABILIZED AND NO FURTHER ACCESS IS REQUIRED J ;�g������;� ANDl 1l EXCESS soxx MATERIAL • WOODEN STAKE, (TYP I I -cuaa CURB--•I 1 R ,� rn1,J 11t, X • DRAIN INLET r ✓\\_ STORM GRATE _// f \._FILTREXX® 8" soxx___/ CURB PLAN OPTION "A" PLAN OPTION "B" PLAN FILTREXX® 8" SOXX \ DE XR CA EWSNS I NS OAXNXD MT AI ETDE ROI FAFL TTOO B E 2X2 WOODEN STAKE, (TYP.) DRAIN INLET SECTION CURBSIDE SECTION 1 2 . 3 4 . . 2 1 3. 4. 5 6. . 7 INLET PROTECTION DETAIL NOTES. NOT TO SCALE F CA I L O L L T M E MP R A O T M S E T E R D MIA I A A L T ™ T E O R FI I L M A L L E T E T O T O F M BI E E LT E DR TI E S A X P P X E P ® R L S I S C E P A D E T O C IO I N F N I S C R I A T E E T Q I , O U A N I S R S E D. M EETNERTSM.INED BY ENGINEER EAQL LU PA RL OPDRUOCDTU CNTASM WE SI LSL PBEECAI FCI ECDE PI NT ATBHLI SE DAESTDAEI LT EARRME IINNETDE NBDYETDH TEOEENSGTI NAEBEL RI S H A S T A N D A R D · I N LI NESTPPERCOT TFEI LCTTEI ORNS MO CA IKNST EA NS ARNECQEUGI RUEI DD EDLUI NREI NSG C O N S T R U C T I O N ER NE SMUORVEE FAI CL TCEURMSUOL AC TKEI DS SS EE DC IUMREENLTY WI NHPELNA ICTERAENA DC HNEOST ODNI SEL- OT HDIGR EDDHOE RI GDHAT MOAFGFEI LDT E R S O C K . RC EL EP AL ARCDEETBORRI SNFORRO MW OS UR RN FFAI LCTEE OR FSFOI CL TKESRI FS FOOCUKNTDO DPURREIVNEGNI TN SCPL EOCGTGI OI NNG. A N D W A T E R P O O L I N G . KMEAEI NPTAARI NE AF I LATREORU SNOD CI NK LUENT TFI LR ES ET AOBFI LLI ZAARTGI OE ND EI SB ARCI SH. I E V E D PUMP AROUND DETAIL PLAN VIEW approved �ering device stream ( diversion pumps flow � hoses-.......__ dewatering pump I L intake hose '/ / ihnotsaek e � flow ' , � d. t d'k _/ clean water dike _/ f-' se 1men I e L___sump-hole -==,..,.,..,..:,_.,..1.'7,,,....�-,--,-,..-�,,....=..,...(J.-·,c--�. -�� ( ;;; 2 : 1 .P �� 18 " pod uni smtsoi pp saa t essrht aomub ll aed d evd ei sol ocfch iart iyrpg er a p or sandbags 1--- work area ___, 2· d' ) length not to exceed 10• c otmh aptl e twehdi c hi n coanne bdea y SECTION A-A cross section of sandbag dike deep s � (, ,;)\· i-:-........... :- :- :- •.• 0 EROSION CONTROL BLANKET NOTES NOT TO SCALE 1. PARNEYPNAERCEESSOS IALRBYE AF POPRLEI CI NAST TI OANL LOI NFGL IEMREO, SF EI ORNT ICL OI ZNETRRAONLDBSL EA EN DK E T ( E C B ) , I N C L U D I N G 2. B6 -EI NGCI NH AWT I DT HE ET RT OE NP COHF WT HI TEH CAHPAPNRNOEXLI MBAYTAENL CY H1O2 -RI NI NCGH ET SH EO FE CEBC BI NEAX T6 -EI NN DDEEDE PB Ex Y O N D TS HT AE PULPE-SS/ LSOT PA EK EPSO AR PT PI ORNO OX IFMTAHT EE LTYR E1 2N" CAHP. AARNTCI HN OTRH ET HBEO ET TC OB MW OI TFH TAH RE OT WR EONFC H . BC AOCMKPFAI LCLT AE ND DS OC OI L MAPNADCFTOTLHDE RTERMEANI CN HI N AGF 1T2E" RP SO TRATPI OL INN GO .F AEPCPBL YA NS DE EBDA CT OK O V E R S E E D 3. R S A T O N A D L P L C L COE E S M N / P S T A T E A C R K T E E E C S D B S S I P O N A I L D C . I E R S D E E C C A U T P I R P O R E N O E O X C F I B M W A OA T V E T E E L R Y R C 1 FO 2 L " M O A W P C A R IC N O T B S E OS D T T ST H O O E I M L W W O ID F IT TH C H H A O A R F N O N T W E H L E O . E A F C LL B ECB MA PUPSRT OBPERSI AETCEU LROECL YA TFIAOSNTSEANSE DS HTOOWSNO IILN STUHREFSATCAEPBL YE PP LAATCT EI NRGN SGTUAIPDLEE S / S T A K E S I N 4. UP LSAECAE DCOOUNBSLEECRUOT WI V EOEF CSBT AE PN LDE OS VSETRA GE GN OE R( SEHDI N4 "GAL PE ASRTTY AL EN)DW4I"T OH NA C4E" -N6 "T EO RV ETROL A P . SECURE ECB. 5 RF UOLWL LOEFNSGTTAHP LEEDSG/ SE TOAFK EE SC BA PAPT RTOOXPI MOAFTSEI LDYE 1S2L" OAPPEASR TM UI NS 6T" BDEE EA PN Cx H6 O" WR EI DDEWTIRT EH NAC H . 6. TAYDPJAEC) AENNDT ESCTABPMLUEDST BE OVERLAPPED APPROXIMATELY 2"-5" (DEPENDING ON ECB 7. TS HT AE PTLEERSM/ SI NT AA KL EESN DA POPFR TOHXEI MEACTBE LMYU 1S2T" BAEP AARNTC IHNOAR E6 "DDWE EI TPH xA6 R" WO WI D EO FT R E N C H . 8. ITNHLAONO6S" EMSAOY I LB EC NO ENCDEI TSI OS ANRS Y, TTHOE PURSOEPOEFR LSYT AAPNLCEHOORR STTHAEKEE CLBE N G T H S G R E A T E R 9. HS TOARPI ZL OE SN TTAOL SSETCA UP RL EE ST PH AE CCI NR GI T ISCHAOL UPLODI NBTES AALLTOE NR GE DT HI FE NCEHCAENSNSEALR SY UTROF AA LCLEO. W 10. INSTALL ECB IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. EROSION CONTROL BLANKET MAINTENANCE GUIDELINES: 1. INSPECT EROSION CONTROL BLANKET AS REQUIRED DURING CONSTRUCTION. 2 ESNESCUTIROENBSL. ANKET IS SECURED TO THE GROUND WITH NO LOOSE EDGES OR LIFTED 3 DRUEPRAINIRGOINRSRPEEPCLTAIOCNE ANY DAMAGED OR DISPLACED BLANKETS UPON DISCOVERY 4. CWHAESCHKOFUOTSR EROSION UNDERNEATH BLANKET AND CORRECT UNDERMINING OR 5. EVNESGUERTEATTIOHNE GBLRAONWKETTH REMAINS IN CONTACT WITH SOIL SURFACE TO PROMOTE 6. PREERMFOOVREMDAENBCREIS. OR OBSTRUCTIONS THAT COULD INTERFERE WITH BLANKET 7. EMSATINATBALIINSHBELDA.NKET UNTIL SITE IS STABILIZED AND VEGETATION IS FULLY ■ Esl!JD>ea!!<I Ma.,.,� l!!I E.,_..., Mame we,an;i Wetlands Map m f"'""""'"' Emelgenl Wffl'in<l ■ lake ■ frestlw.lle<f<>resled/ShrubWetlaoo II Ottier ■ fre<mra!erPood ■ Rlverne WETLANDS MAP ___ ,., __ _,,,..,. __ _ _ ,.__.,,._.,..,_., .. ____ .. __ ,. ___ _ =.�.=-=----........ ""--·---� - .. -- - - ---- .. ----- 1. 2. 3. 1 2 . 3 4 5. 6 7. ,_, . . II It- ,., II II II II B6"LHACEIKGLHETTTERING 4W" xO4O" xD8 "P O S T CONCRETE WASHOUT SIGN 10 MIL PLASTIC LINING l STAKE (TYP) S1 2O" CFKI L OT RR EEXQXUFAI LL T E R "'p»��»�>-' ;,;, - , / , ,, ).:: SECTION "A"-"A" 10" MINIMUM 12" FILTREXX FILTER SOCK ,,_-+-OR EQUAL "A" J BS ETAR KME (TYP.) LATH & FLAGGING ON ALL SIDES 1E0X MT EI LN. DP LTAOSFTIILCT LRI ENXI NXGFTI LOT E R ��- SOCK OR EQUAL HIGHEST ELEVATION ---� PLAN VIEW CONCRETE WASHOUT NOTES NOT TO SCALE O A W R P A P Y S R H C O O O V U N E T C D R L B O E Y T C E E A T N TI G O O I N N B E E T EO R R E B MA E N O D O V E E O T D EW R F N R M E O I R N M E P D S R I I B T O E Y R P C T E O O R N C I T O O R D N A IC C S A T T L R O L U R Y C . A L T O N IO D C N A D T C IS I OO P M N O M S S E H E N A D C L O L E F M B B E E Y N 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 E I C N N O S S N P U C E R C R E T E T C C E OO N W N T C A A R S IN E H T E O E R U T W IS M A N S A O H IN T O T L U E E T N A A A K N S IN C R G E E A Q G N U U O I I R D R E E E D L M I N D A E U I S N R : S IN SGTCROU NC ST UT RRUA CL LTYI OSNO U N D . RCEAMPAOCVIETYH.ARDENED CONCRETE WHEN THE WASHOUT IS 75% FULL TO MAINTAIN ICMOMNETDAIMATINEALTYIORNE.PAIR ANY LEAKS OR TEARS IN THE LINER TO PREVENT IKSEDEEPPWOASSITHEODU. T AREA CLEAR OF DEBRIS AND ENSURE ONLY CONCRETE WASTE CDHESEICGKNAFOTERDAWNDASAHDODURTESASREAAN.Y SPILLS OR OVERFLOWS OUTSIDE OF THE MAINTAIN THE WASHOUT UNTIL ALL CONCRETE WORK IS COMPLETE ATONWGLAERDFSIRST STAK PBRAELEVIOUSLY LAID BOUND BALES PLACED ON CONTOUR 2O /R S 2T Ex 2E L SPT IACKKEEST.S . 6G"ROMUINNDI.NTO ANCHORING DETAIL BEDDING DETAIL STRAW BALE BANK SEDIMENT CONTROL - . ' .--. • ..,___....c___ • •- . .., ,,, "' .. ... _...,_ ---....,_.,._,.._ SOIL MAP NOT TO SCALE I I .... FLOOD MAP SITE EROSION CONTROL DETAILS AND NOTES REVISIONS BID SET C 2025 Midwcslcm Enginttrs. Inc. 802 W�t Broadway Street P.O. Box 295 Ll>Oi,ool...,. lndiana 47553 DATE AUGUST 2025 DESIGN C.W.R. DRAWN C.Z.M. a.c. CHECK E.K.P. PROJECT NUt.lBER 2018092-01 13 13 OF 14 I 'FIlLE NUMBER s q;i_ - I Do Not Use Plan Previews for Take Off
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