0 z 0 w w z w w z 3 w :, ,< �I�!, --- � C N,i \J11 � � " ...... �N mlJ 0- *� � � Cl� � -. "£� - Q .Q ..i wu " z < -, �� "U "- �� , . <" / ROADWAY ROADWAY GRADE SLOPE SILT FENCE i-- RIGHT-OF-WAY 1F'R-0O" MMITNOE OF SLOPE SILT FENCE PLACEMENT RELATIVE TO RIGHT-OF-WAY LINE SILT FENCE r SLOPE RIGHT-OF-WAY ------1 SILT FENCE PLACEMENT WITH CHANNEL IN RIGHT-OF-WAY TEMPORARY GEOTEXTILE --- I COMPACTED SOIL FLOW - 4" SECTION "A"-"A" OMRETWAOL,OSDYNPOTHSETTSIC 1"A" I CHANNEL t ATION \ ARIES) I, ELE (V V ' - ' ' l, •,;;� ' � ,;,,')>;'>· . � /. / I - 6'-0" (MAX) L.."A" • • ELEVATION VIEW POST I r SILT FENCE PLAN VIEW SILT FENCE DETAILS NOT TO SCALE NOTES: 1. 2. DAISMCELNOSSIOENACSAPNOVSASRIBYLEBATSOEEDDOGNE RCIOGNHSTT-ORFU-CWTAIOY NAVLAIMILITASB.ILITY, SILT FENCE SHALL B E PLACED SILT FENCE MAY BE PLACED BY PLOWING IF MINIMUM EMBEDMENT OF 8" IS MAINTAINED. SILT FENCE MAINTENANCE GUIDELINES 1 2 . 4 3. . 5. 6 ANCHORING METHOD E IR N N E S S M P U O E R C V E E T F S A E I C L N C T C U F E M E I N U S C L S A E E T A C E S U D R R S E E E L Q D Y U I M A IR E N E N C D T H DO W U R H R E E I D N N G IN IT C T ROH E N E A S CG T H R R E O U S U C NOT D I N O E A N - N T . HDIURDPRTIHGEHTH.EIGHT OF THE FENCE. RREEPPALAIRCAENDYATMEAAGRESD, LSOEOCSTIEOFNASBARSICR, EOQRUBIRREODK.EN STAKED IF FOUND DURING INSPECTION SRTEAMBOILVIEZAATNIODNDIISSPAOCSHEIEOVFEDS.ILT FENCE AND ACCUMULATED SEDIMENT AFTER FINAL MATERIAL RATE PER ACRE Straw or hay 2 Tons HOW TO APPLY Wood fibef or cellulose I Ton COMMENTS hould be dry. free ol undesirable seeds. Spread by hand or machine. Must be Cnm=d 01 anchored. Apply w,t11 a hydrolic mulch machine and Mulch anch011ng \OQI or fann disk Crimp or p,nch ihe straw or hay two to tour use with tracking agent (dull, se11a1ed. and blades set straigntl inches ,nto the!,Oil. Operate machinery on the ton\our of the slo~. CleMing with dozer tracks Operate the dozer up and down slope to prevent formation ol fills tw dozer cleats. Wood hydromulch fibers Apply according to manufacturer's recommendatmns. Synthellc tackifiers. binders. or soil stabilizers Apply according to manufacturer's recommendations. Netting (�nthetlc or biodegradable matenat) Install nt'tting immediately after appl:1mg munch.."'-nchor netting with staples. Edges oi netting strips should overlap with ec1Ch up-slope strip overlapping four to six inches over the adjacent down-slope strip. Best ,.uited to slope applications. In most instances, mstallatkm details are site specific, so manufacturer's 1ecommendat1ons should 00 followed. All rorms of mulch must be ancho«!d to prevent displacement by wind and/or water. • Mulching is not recommended In concentrated flows. Cons,de, erosion control blankets or other stabilization methods. • The mulch should have a uniform density of al least 75% over the soil surface. MULCH SPECIFICATIONS ANGLE FIRST STAK TOWARDS PREVIOUSLY LAID BALE 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 NOT TO SCALE NOTES: 1. BCEO NA SP TP RR UOCV TEIDO NB YE NE TNRGAI NNECEERLAONCDA TOI WO NN ET RO PBRE 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. GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE GUIDELINES: 1.2 . IRNESPPLEECNTI SGHR GA RV AE VL ECLOANSS TNREUE CD TEIDO NT OE NMTARI NATNACI NE AA SMRI NEI QM UU IMR EDDE PD TUHR IONFG SCI XO NI NSCTHREUSC. T I O N 3. R(MEIMNIOMVUEMM) UTOD PARNEDVDEENBTRTISRAFCRKOIMNGT.HE ENTRANCE AND ADJACENT ROADWAY WEEKLY 54. ENSURE GEOTEXTILE FABRIC BENEATH ENTRANCE REMAINS INTACT AND COVERED. 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. WIRE TIES, (TYP.) j' / / STORITGRATE :::...f FILTREXX® 8" SOXX � j � EXCESS SOXX MATERIAL '! • TTIOEDBEODFFRATWON2XIN2 AND,I . '-, WOODEN STAKE, (TYP.) � .. CURB•--!] '� · U";) 7 -...,:c.;.=/ , �\\_ STORM GRATE __JI DRAIN INLET PLAN f· \_FILTREXX® 8" soxx___/ OPTION "A" PLAN OPTION "B" PLAN FILTREXX® 8" SOXX DE XR CA EWSNS I NS OAXNXD MT AI ETDE ROI FAFL TT OO B E 2X2 WOODEN STAKE, (TYP.) DRAIN INLET SECTION CURBSIDE SECTION INLET PROTECTION DETAIL NOT TO SCALE NOTES 1 ALL MATERIAL TO MEET FILTREXX® SPECIFICATIONS 32. FILTER MEDIA™ FILL TO MEET APPLICATION REQUIREMENTS. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER. 4 EAQL LU PA RL OP DR UOCDTU CNTASM EWSI LSL PBEECAI FCI ECDE PI NT ATBHLI SE DA ES TDAEI LT EARRME I INNETDE NBDYETDH TE OE NE SGTI NAEBEL RI S. H A S T A N D A R D ; INLET PROTECTION MAINTENANCE GUIDELINES 1 INSPECT FILTER SOCKS AS REQUIRED DURING CONSTRUCTION. 2. 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. 5. RCEL EPAL ARCDEETBORRI SNFORRO MW OS UR RNFFAI LCTEEOR FSFOI CL TKESRI FS FOOCUKNTDO DPURREIVNEGNITN SCPL EOCGTGI OI NNG A N D W A T E R P O O L I N G 6. KEEP AREA AROUND INLET FREE OF LARGE DEBRIS. 7. MAINTAIN FILTER SOCK UNTIL STABILIZATION IS ACHIEVED. Wetlands Map APPL/CATION AND MAINTENANCE: BOUND BALES PLACED ON CONTOUR \. Apply mulch at the recommended rate. 2. Spread the mulch material uniformly by hand. hayfork. mulch blower. or hydraulic mulch machine. After spreading, no more \han 25% of the ground should be visible. 3. Anchor straw or hay mulch Immediately after applic.at1on using one of the listed methods. 4. Inspect within 24 hiJurs of each rain event and at least once every seven calendar days. 5. Check for erosion or moverrnm! of mulch: repair damaged areas, reseed. apply new mulch and anchor the mulch m place. 6. Continue Inspections until vegetation 1s firmly established. 7. II erm;ion is severe or recurring. use erosion control blankets or other more substantial stab1l1zation methods to protect the area. (lnfOrmation trom Indiana Storm Water Qualilty Manual) MULCH ANCHORING METHODS 2/STEEL PICKETS, OR 2x2 STAKES. 6" MIN INTO GROUND, ANCHORING DETAIL 4" VERTICAL FAG BEDDING DETAIL STRAW BALE BANK SEDIMENT CONTROL NOT TO SCALE G .,,_ ,__....._ ____ _ . = u �28.2025 ■ ft-.,WEnlel�-.J • F,esl.. �r," Foresle4ISllruiJ w,......, ■ fresl'l¥,-,;,,,POoo WETLANDS MAP ___ .. ___ .... .., ....... _ ____ .... __ �_., .. ____ .,.___., ___ _ ,.. ____ .., ___ ., ... ---- EROSION CONTROL BLANKET NOT TO SCALE NOTES: 1. PARNEYPNAERCEESSOS IALRBYEAF POPRLEI CI NAST TI OANL LOI NF GL IEMREO, SF EI ORNT ICL IOZNETRRAONLDBSLEAENDK .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 H1 O2 -RI NI NCGH ETSH EO FE CEBC BI NEAX T6 -Et NN DDEEDE PB Ex Y O N D B S TH A TA C E P K U L F P E IL - S S L / L S A O T N P A D E K C E P S O O MA R P P T P A IO R C N O T OX T I H F M E T A H T T E E R LE T Y N R C 1 E 2 H N " C A A H F P. T A A E R N R T C S I H N T O A T R P H L E TI H N B G E O . E T AC T P O B P MWL Y O IT S F H E T A E H D R E O T T O WR EONFC H . CA NO DM PCAOCMTPEADCST OE IDL SA ON IDL . FSOELCDU RR EE MEACI NB I ON GV E1R2 "CPOOMRPTAI OCNT EODF SEOCI BL WA NI TDH BAA CR KO WO VOEFR S E E D STAPLES/STAKES SPACED APPROXIMATELY 12" ACROSS THE WIDTH OF THE ECB. 3 . RM OU LSLT CB EENSTEECRUERCEBL YI NF DA ISRTEECNTEI OD NT OO FS WO I AL TSEURR FF LAOC WE BI NY BPOL AT TC OI NMG OSFT AC PHLAENSN/ SE TL A. AK LELS EI NC B APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. 4. PLACE CONSECUTIVE ECB END OVER END (SHINGLE STYLE) WITH A 4"-6" OVERLAP. USESCEUARDEOEUCBBL.E ROW OF STAPLES STAGGERED 4" APART AND 4" ON CENTER TO 5 RF UOLWL OL EFNSGTTAHP LEEDSG/ SE TOAFK EE SC BA PA PT RTOOXPI MOAF TSEI LDYE 1S2L" OAPPEASR MT UI NS 6T" BDEE EA PN Cx H6 O" WR EI DDEWTIRT EHNAC H . 6 TAYDPJAEC) AENNDT ESCTABPMLUEDST. BE OVERLAPPED APPROXIMATELY 2"-5" (DEPENDING ON ECB 7 ST HT AE PTLEERSM/ SI NT AA KL EESN AD POPFR TOHXEI MEACTBE LMYU 1S2T" BA EP AARNTC IHNOAR 6E"DDWE EI TPH xA6 R" WO WI D EO FT R E N C H . 8 . ITNHLAONO6S" EM SA OY I BL EC NO ENCDEI TSI OS AN RS ,YTTHOE PURSOEPOEFR LSYT AAPNLCEHOORR STTHAEKEECLBE. N G T H S G R E A T E R 9 . SH TOARPI ZL OE NS 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. SEENCSUTIROENBSL. ANKET IS SECURED TO THE GROUND WITH NO LOOSE EDGES OR LIFTED 3. DRUEPRAINIRGOINRSRPEEPCLTAIOCNE.ANY DAMAGED OR DISPLACED BLANKETS UPON DISCOVERY 4. CHECK FOR EROSION UNDERNEATH BLANKET AND CORRECT UNDERMINING OR WASHOUTS. 5. EVNESGUERTAETTIOHEN BGLRAONWKETHT.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 ---- =-- -=--- f±tiF"c-:#i<i -�.µ.,.. "'""'·•-- - ..�-=--� -- N-.:;� .:--::--- FLOOD MAP ___ ¾" TREATED PLYWOOD 48"x24" PAINTED WHITE ___ BLACK LETTERING UI K w: OANSCHRO UTTE UI I 6" HEIGHT 11 1 ._ WOOD POST (') II 11 4"x4"x8" II II CONCRETE WASHOUT SIGN STAKE (TYP ) 10 MIL. PLASTIC LINING 1S2O" CFKI L TORREEXQXUFAI LLT E R LATH & FLAGGING ON ALL SIDES SECTION "A"-"A" 10" MINIMUM t--t-----+-+-:::=1c..--1O2R" FEIQLTURAELXX FILTER SOCK '00-+-STAKE (TYP.) "-..-L-L/ -J.-J.:1--f--- BERM "A" 1E0X TMEI LN. DP LTAOSFTIILCT LRIENXI NXGF TI LOT E R �-- SOCK OR EQUAL HIGHEST ELEVATION ____/ PLAN VIEW CONCRETE WASHOUT NOT TO SCALE NOTES: 1 . WA PAPSRHOOVUETDLBOYC AE TNIGOINN ET EORBAENDDE OT EWRNMEIRN EPDR IBOYR CTOONCTOR NA CS TT ROUR C. LTOI OCNA TCIOOMN MSEHNACL LE MB EE N T . 2. DRY CONCRETE TO BE REMOVED FROM SITE PERIODICALLY AND DISPOSED OF BY 3 T AT H E P E M P R P C O O O V R N E A C D R R Y ME T CE E T O H NW O C A D R S S EHTOEUFTASCIGILNITYS.HALL BE INSTALLED WITHIN 30 FT. OF THE CONCRETE WASHOUT MAINTENANCE GUIDELINES 12 .. IENNSSPUERCET CCOONNTCARI NE TE ER WI SANSOHTO LUETAAKSI NRGE AQNUDI RREEDMDAUI NRSI NSGT CR OU NC ST UT RR UA LCLTYI OSNO. U N D . 3. CRAEMPAOCVIETYH.ARDENED CONCRETE WHEN THE WASHOUT IS 75% FULL TO MAINTAIN 4. IMMEDIATELY REPAIR ANY LEAKS OR TEARS IN THE LINER TO PREVENT CONTAMINATION. 5. KISEDEEPPWOASSITHEODU. T AREA CLEAR OF DEBRIS AND ENSURE ONLY CONCRETE WASTE 6. CDEHSEICGKNFAOTERDAWNDASAHDODURTESASREAAN.Y SPILLS OR OVERFLOWS OUTSIDE OF THE 7. MAINTAIN THE WASHOUT UNTIL ALL CONCRETE WORK IS COMPLETE. - - - - - ,.. , .... __ ,,,,....,,.......,.,,_,.!M",ui.- SOIL MAP SITE EROSION CONTROL DETAILS AND NOTES REVISIONS 811125 BID SET C 202.'i Midwe,ste,m Engineers, Inc. 802 Wesl Broadway St.rec! P.O. Box 295 Loogootee, lndinna 47553 DATE AUG. 2025 DESIGN C.W.R. DRAWN J.A.J. Q.C. CHECK E.K.P. PROJECT NUMBER 2024080-00 12 12 DF 13 FlLE NUMBER 45142 Do Not Use Plan Previews for Take Off
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