- \_,., � C¾ .. - . """ - - � - ;('-- ROADWAY ROADWAY RADE rSLOPE (SILT FENCE _ � RIGHT-OF-WAY µ F1'R·0O'' MMITNO. E OF SLOPE SILT FENCE PLACEMENT RELATIVE TO RIGHT-OF-WAY LINE SLOPE SILT FENCE RIGHT-OF-WAY __/I SILT FENCE PLACEMENT WITH CHANNEL IN RIGHT-OF-WAY TEMPORARY GEOTEXTILE ---1 COMPACTED SOIL FLOW 4" SECTION "A"-"A" MO ERTWA OL , OSDY NP TOHSETTSI C 1"A" I CHANNEL ! G ELE(VVATION 1 \ ARIES) , ' - ' I " I ('. '('('.' /vJi)j; I ��-;;;':JP· /. /. • - 6'-0" (MAX) �"A" NOTES: • ELEVATION VIEW POST I r SILT FENCE PLAN VIEW SILT FENCE DETAILS NOT TO SCALE 1 DAISMCELNOSSIOENACSAPNOVSASRIBYLEBATSOEEDDOGNE RCIOGNHSTT-ORFU-CWTAIOY NAVLAIMILITASB.ILITY, SILT FENCE SHALL BE PLACED 2. SILT FENCE MAY BE PLACED BY PLOWING IF MINIMUM EMBEDMENT OF 8" IS MAINTAINED 1. SILINTSFPEENCCTESMILATINFETENNCAENACSERGEUQIDUEIRLEINDEDSURING CONSTRUCTION. 2. ENSURE FENCE IS SECURELY ANCHORED IN THE GROUND AND UPRIGHT. 34 .. RR EE MP AOI VREA ANCY CTUEMA RU LSA, LT OE DO SSEE DF AI MBERNI CT , WO HR EBNR IOT KREENA SCTHAEKSEODNI FE -FTOH UI RNDD TDHUERHI NEGI G IHNTS POEFCTTHI OE NF. E N C E . 5 REPLACE DAMAGED SECTIONS AS REQUIRED. 6. REMOVE AND DISPOSE OF SILT FENCE AND ACCUMULATED SEDIMENT AFTER FINAL STABILIZATION IS ACHIEVED. ANCHORING METHOD HOW TO APPLY Mulch anchoring tool or farm disk Crimp or pinch the straw Of hay two to lour (dull, serrated. and blades set straight} inches into the soil. Ope1ate machinery on the contour of the slor,,,. Cleating with dozer tracks Ope,ate the dozer up and down slope to prevent format;on of fills bv dozer cleats. Wood t1ydromulch fibers Apply according to manufacturer's recommendat,ons. Synthetic tackifie,s, binders. or soil stabilizers Apply according to manufacturer's recommemlat1ons. Netting (synthetic or biodegradable materaal) Install netting immediately after applying munch. Anchor netting with staples. Edges of netting strips should overlap with each up-slope strip overlapping four to six inches !lVf!r the adjacent down-slope ship. Best suited to slope apphcat1ons. In most instances. installation MATERIAL RATE PER ACRE COMMENTS details are site specif,c. so manufactur'5·s Str� °' hay 2T= �hould be di)', f1ee of undesirable seeds. Spread by hand or machme. Must be crimni>d or anchored. Wood fiber or cellulose l T� Apply with a hydrolie mulch machine and use witl1 tracking agent . Mulchmg 1s not recommended 1n concentrated flows. Consider erosion control blankets 0< other stabilization methods • The mulch should haV(' a uniform density o! at least 75% over the so11 surface. MULCH SPECIFICATIONS MULCH SPECIFICATIONS r�ommendatiO/\s should be foll=d. - All forms of mulch must be anchored to prevent displacement by wind and/or waler. APPLICATION ANO MAINTENANCE, ! , Apply mulch at the recommended rate. 2. Spread lhe mulch material uniformly by hand, hayfork, mulch blower, or hydraullc mutch machrne. After SPfeading, 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 event and Bt least once every seven calend;ir days. 5. Check for erosion or movement of mulch, repair damaged areas. reseed. apply new m,llch and anchor the mulch ,n p!ace. 6. Continue inspections until vegetation 1s firmly established. 7. If erosion is severe or recurring, use erosion control blankets or other mo,e subst11ntial sla01lization methods to protect the area. (lnlormat1on from Indiana Storm Water Quall/ty Manual) MULCH ANCHORING METHODS NOTES: 6" (MIN) DEPTH COURSE AGGREGATE GEOTEXTILE FABRIC TO S T A( OB INL LI ZYE RPEAQDUFI ROEUDN DWAHTEI OR NE WETNESS IS ANTICIPATED) i_j 12" (MIN) GRAVEL CONSTRUCTION ENTRANCE DETAIL NOT TO SCALE 1 2 3 , . 4. BC EO NA SP TP RR UOCV TEI DO NB YE NE NT RG AI NNECEER LAONCDA TOI WO NN ET RO PB RE I OD ER TTEOR MC OI NNESDT RB YU CCTOI ON NT RCAOCMT MO RE N. LCOECMAETNI OT .N S H A L L PCLOANCSET RS UI XCITN CT HH EE SDOR FI VCE OAUTRLSEEA SATG G1 2R- FEEGEATT EW(I #D2E SATNODN5E0A- FSE AEPT PLROONPGR. I A T E ) F O R C O N S T R U C T I O N . FOLLOWING CONSTRUCTION, REMOVE STONE AND RESTORE AREA 1 2 . GI NRSAPVEECL TC GO RN AS VT ERLU CCTOI NOSNTERNUTCRTAI ONNC EE NMTARI NATNECNEAANSC RE EGQUUI DI REELDI NDE US :R I N G C O N S T R U C T I O N . REPLENISH GRAVEL AS NEEDED TO MAINTAIN A MINIMUM DEPTH OF SIX INCHES. 3. R(MEIMNIOMVUEMM) UTOD PARNEDVDEENBTRTISRAFRCKOIMNGT.HE ENTRANCE AND ADJACENT ROADWAY WEEKLy 4 5. . ENSURE GEOTEXTILE FABRIC BENEATH ENTRANCE REMAINS INTACT AND COVERED. 6 . RMEAPI NATI RA I RN UETNST, RDAENPCREE SUSNI TOI NL SS, I TAEN DI S SSI GT ANBSI LOI ZFEWD EAANRD TNOOPFRUERVTEHNETREARCOCSEI OS NS AI SNRDETQRUAI CR KE IDN. G• WIRSETTOIERSM, -(TCRYAPT.)E----1 , FILTREXX® 8" soxx --' DRAIN INLET CURB 1 1 ET XO CBEES DS RSAOWX NX IMNAATNE DR I A Ll I TIED OFF TO 2X2 ..-<:u!UI. - -�� ! "c g� F I LSTTROERXMX ®G8R"ASTOEX-X _-_½/ / CU RB PLAN OPTION "A" PLAN OPTION "B" PLAN FILTREXX® 8" SOXX EXCESS SOXX MATERIAL TO BE--, D2 XR2A WW ON OI ND EA NN DS TTAI EKDE ,O(FTFY PT.O) DRAIN INLET SECTION CURBSIDE SECTION INLET PROTECTION DETAIL 1. NOATLELSM: ATERIAL TO MEET FILTREXX®SPECIFICATIONS.NOT TO SCALE 2 FILTER MEDIA™ FILL TO MEET APPLICATION REQUIREMENTS 34 .. CA OL LMPPROOSDTUMCATTNE ARMI AELST SOPBEEC IDFIISEPDEIRNSTEHDI SODNESTIATIEL , AARSEDIENTTEERNMD IENDE DT OB YE SETNAGBI LNI ES EH RA. S T A N D A R D · EQUAL PRODUCTS WILL BE ACCEPTABLE AS DETERMINED BY THE ENGINEER 1 2 . . INL R IN E E S T M P P OE R C V O E T T F A E I C L C C T T E U IO R M N U S M L O A A C T I K N E S T D E A S N S E A R D N E I C MQ E E U N G IR T U E W ID D H E D E L U I N N R E I I T N S GR ECAOCNHSETSROUNCET-IOTHNIRD HEIGHT OF FILTER SOCK. 43 .. ER NE PS LUARCEEF TI LOTRENR OS RO CWKOI SR NS EF CI LUT RE ERLSYOI CN KPSL AI FCFEOAUNNDDNDOUTRDI NI SGL OI NDSGP EE DC TOI OR ND A M A G E D . 5. CLEAR DEBRIS FROM SURFACE OF FILTER SOCK TO PREVENT CLOGGING AND WATER POOLING. 6. KEEP AREA AROUND INLET FREE OF LARGE DEBRIS 7. MAINTAIN FILTER SOCK UNTIL STABILIZATION IS ACHIEVED PUMP AROUND DETAIL approved �ering device PLAN VIEW /discharge hoses-.......... dewatering pump I stream ( diversion pumps rihnotsoek e �flow L intake hose \ flow ' , � -s_e�d:cim,,::--ec-n--,t.,d_i,-k�e,,._/.,-."f---,.,.�c-1,,.e�o,-n--,-,w_,,a_te,-r_,,-,-d�ik,-:e�_/-,-1r.J-, .,,,.,r_-.,,_,;:s,;: ump-hoIe . ., . . pool po un tmop sa ssht oa ub ll ed vdei sl oc chiat ryg e odrisssiapnatdebragms ade of rip rap 1-,le-n--gthwonrokt atoreaex-ce-ed� c otmh aptl e twehdi c hi n coanne bdea y SECTION A-A cross section of sandbag dike ·2c1'2·diat.o) 18" deep EROSION CONTROL BLANKET NOTES: NOT TO SCALE 1 . PARN EY PNAERCEESSOS IALRBYEAF POPRLEI CI NAST TI OANL LOI NFGL IEMREO, SF EI ORNT ICL OI ZNETRRAONLDBSLEAENDK.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 AP KE EPSO AR PT PI ORNO OX IFMTAHT EE LTYR E1 2N" CAHP. AARNTCIHN OTRH ET HBEO ET CT OB MW OI TFH TAH RE OTWR EONFC H . C BA A NO C DM K P CF A O IL C M L T P A E A ND C D S T OCED O IL M S A P ON A I D L C F T S O E T L H C D E U R R T E E R M E E A N C I C N B H I ON A G V F E 1 T R 2 E " C R P O O SM T R P A T A P IO C LI N T N E GO D F . A S E P O C P I B L L Y WA N SIT D E H E B A D A RC T K O O WOVOEFR SEED STAPLES/STAKES SPACED APPROXIMATELY 12" ACROSS THE WIDTH OF THE ECB. 3. MR OU LSLT CBEENSTEECRUERCEBL YI NF DA ISRTEECNTEI OD NT OO FS OWI AL TSEURR FF LAOCWE BI NY BPOL TA TCOI NMG OSFT AC PHLAENSN/ SE TL A. AK LELS EI NC B APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. 4. PULSAECAE DCOOUNBSLEECRUOT IWV EOEF CSBT AE PNLDEOS VSETRA GE GN DE R( SE HD I N4 "GAL PEASRTTY AL EN )DW4I"T OH NA C4 E" -N6 T" EORV ETROL A P . SECURE ECB. 5. FULL LENGTH EDGE OF ECB AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN 6" DEEP x 6" WIDE TRENCH. 6. ATYDPJEA)CAENNDT ESCTABPMLEUDS.T BE OVERLAPPED APPROXIMATELY 2"-5" (DEPENDING ON ECB 7 . ST HT AE PTLEERSM/ SI NT AA KL EESN ADPOPFR TOHXEI MEACTBE LMYU 1S2T" BA EP AARNTC IHNOAR 6E"DDWE EI TPHxA6 R" WO WI D EO FT R E N C H . 8 . ITNHLAONO6S" EMSAOY I BL EC ON NE CD EI TSI OS ANRS Y, TTHOE PURSOEPOEFR SL YT AAPNLCEHOORR STTHAEKEECLBE. 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. EVNESGUERTAETTIOHEN BGLRAONWKETHT.REMAINS IN CONTACT WITH SOIL SURFACE TO PROMOTE 6. PREERMFOOVREMDAENBCREIS OR OBSTRUCTIONS THAT COULD INTERFERE WITH BLANKET 7. MAINTAIN BLANKET UNTIL SITE IS STABILIZED AND VEGETATION IS FULLY ESTABLISHED. Wetl•n<1• ■ Br...-lneaMMartne � fj __Mal..,Weilano Wetlands Map � F-Elr"'111'fl'WeU..00 ■ F-... �llrul>W<!llan<I rJ Fre,tn,.a- ""PQIWI WETLANDS MAP ___ .. __ ...,"""" __ _ -� .... -.... -�-� ... ........ _ .. __ ,. ___ _ .. -�--... ----.. ---- ---- 1. 2 3. ¾" TREATED PLYWOOD 48"x24" PAINTED WHITE ----;:;;::::o.._-,,�,-- BLACK LETTERING 6" HEIGHT 1ICONCR TEI I 11WASHOUTU 11 1._.._ WOOD POST C'l II II 4"x4"x8" 11 II CONCRETE WASHOUT SIGN STAKE (TYP.) 10 MIL. PLASTIC LINING S1 2O" CFKI L TORREEXQXUFAI LLT E R LATH & FLAGGING ON ALL SIDES SECTION "A"-"A" 10" MINIMUM 12" FILTREXX FILTER SOCK x-+- OR EQUAL "A" j HIGHEST ELEVATION ____,, E1 0X TMEI LN. DP LTAOS FT II LCT LRI EN XI NXGF TI LOT E R �-- SOCK OR EQUAL PLAN VIEW CONCRETE WASHOUT NOTES: NOT TO SCALE D A W P R 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 NT TI G O O I N N B E E T EO R R E B MA E N O D D 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 Y E R C P T E O O R N C I T O O R D N A IC S C A T T R L O L U R Y C . A L T O N IO D C N A D C T IS I O O P M N O M S S E H E N A D C L O E L F MB B E E Y N T. ATHPPERCOOVNECDRMETEETHWOADSSH.OUT SIGN SHALL BE INSTALLED WITHIN 30 FT. OF THE TEMPORARY CONCRETE FACILITY. CONCRETE WASHOUT MAINTENANCE GUIDELINES: 12 .. EI NNSSPUERCET CCOONNTCARI NE TE ER WI S ANSOHTO LUETAAKSI NRGE AQNUDI RREEDMDAUI NR SI NSGT CR OU NC ST TURRUA CL LTYI OSNO U N D . 3. RCEAMPAOCVIETYH.ARDENED CONCRETE WHEN THE WASHOUT IS 75% FULL TO MAJNTAIN 4. CIMOMNETDAIMATINEALTYIORNEPAIR ANY LEAKS OR TEARS IN THE LINER TO PREVENT 5 IKSEDEEPPWOASSITHEODU. T AREA CLEAR OF DEBRIS AND ENSURE ONLY CONCRETE WASTE 6. DCEHSEICGKNAFOTERDAWNDASAHDODURTESASREAANY SPILLS OR OVERFLOWS OUTSIDE OF THE 7 MAINTAIN THE WASHOUT UNTIL ALL CONCRETE WORK IS COMPLETE. ANGLE FIRST STAK TOWARDS PRE\110USLY LAID BALE BOUND BALES PLACED ON CONTOUR 2/STEEL PICKETS, OR 2x2 STAKES. 6" MIN INTO GROUND. ANCHORING DETAIL BEDDING DETAIL STRAW BALE BANK SEDIMENT CONTROL - .,. NOT TO SCALE I I I I -I -I I - - .... - - - - - f ...,_..,,,,..,_......,.!>",ui- , , ,--.., "' ..,, ,;;:,, ,,-,,, .. - ."." ,,. ...,___"'~-------- SOIL MAP FLOOD MAP SITE EROSION CONTROL DETAILS AND NOTES I REVISIONS 7/1/2025 BID SET C 2025 Midwestern Engimiers. Inc. 802 We�! Broadway StreCL P.O. Box 295 Loogootee, Indiana 47553 OAT£ JULY 2025 DESIGN C.W.R. DRAWN C.Z.M. Q.C. CHECK E.K.P. PROJECT NUMBER 2018092-01 14 14 or 14 FILE NUMBER L15051- I Do Not Use Plan Previews for Take Off
RkJQdWJsaXNoZXIy NjAyODM2