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Home My WebLink AboutG09_G4.3-Erosion Control DetailsPUBLIC STREET20' M IN .SEE PLANS FOR DIMENSIONSSEE PLANS FORDIMENSIONS150'NOTES:1.PLACE WHEREVER DIRT OR MUD COULD ENTER PUBLICSTREETS AND IN CONSTRUCTION TRAFFIC AREASREQUIRING DUST CONTROL2.PLACE ENTRANCE ON LEVEL GROUND WHERE POSSIBLE.3.PROVIDE A SEDIMENT TRAP OR SILT FENCE BARRIER FORRUNOFF FROM THE ENTRANCE AREA4.LIMIT THE NUMBER OF ACTUAL ENTRANCECONSTRUCTED FOR THE SITEMAINTENANCE:1.ENTRANCES REQUIRE PERIODIC TOP DRESSING OFSTONE2.PLACE NEW STONE IN SURFACE VOIDS3.USE ENTRANCE IN CONJUCTION WITH STREET SWEEPING4.REMOVE AGGREGATE AND SEPARATE SEDIMENT FORDISPOSAL WHEN ENTRANCE BECOMES CLOGGED5.REPAIR ANY PUBLIC ROAD PAVEMENT DAMAGE CAUSEDBY CONTSTRUCTION TRAFFIC FROM THE SITEMINIMUM 6" -#2 STONEGEOTEXTILECOMPACTED SUBGRADE20' MIN.NONECONSTRUCTION ENTRANCE - DETAIL AMINIMUM 6" -#2 STONESEE PLANS FOR D IMENS IONSGEOTEXTILESILT FENCE INLET PROTECTION - DETAIL CNONEMAINTENANCE:1"x2" HARDWOODCROSSBRACINGREFER TO SILT FENCE SECTION FOR EMBEDMENT DETAILCATCH BASIN/DRAINAGE STRUCTURENOTE:36" WIDE NONWOVENPOLYPROPYLENEFABRIC1/2"x2"x24" WOODLATH AT EACHSTAKE OVERFABRIC2"x2"x36"HARDWOODSTAKES WITHPOINTED END - AT5' O.C.1.INSPECT WEEKLY AND AFTER EACH STORM EVENT.2.IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY.3.REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE FENCE OR ISCAUSING FABRIC TO BULGE.4.TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC.5.AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRINGINGDISTURBED AREA TO GRADE AND STABILIZE IT.UNDISTURBED GROUNDNONESILT FENCE - DETAIL DMAINTENANCE:FLOW 4"12" MIN.24" MIN.FILTER FABRIC SECURE TOPOSTS WITH 2" LATH IN SWALESOR AREAS OF CONCENTRATEDFLOW, REINFORCE WITH 14 GA.X 6" WIRE MESHFILL WITH COMPACTED SOILEMBED FILTER CLOTHMIN. 6" INTO GROUND2"X2" HARDWOOD OR 1.33LB/FT STEEL POSTMAX. SPACING BETWEENPOSTS IS 5'-0".1.INSPECT WEEKLY AND AFTER EACH STORM EVENT.2.IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY.3.REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF OF THE HEIGHT OF THEFENCE OR IS CAUSING FABRIC TO BULGE.4.TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC.5.AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT,BRING DISTURBED AREA TO GRADE AND STABILIZE IT.MAINTENANCE:NONEINLET SILT PROTECTION - DETAIL E1.INSPECT WEEKLY AND AFTER EACH STORM EVENT.2.IF FABRIC IS TORN OR DETERIORATED, REPLACE IMMEDIATELY.3.REMOVE SEDIMENT ON A REGULAR SCHEDULE4.AFTER DRAINAGE AREA IS STABILIZED, REMOVE SEDIMENT BAGINLET SEDIMENT BAG - DANDYBAG OR DANDY BAG ll BY MIRAFI(OR APPROVED EQUAL).NONEROCK DONUT- DETAIL HDANDY BAGGRATESTANDARD FABRIC ISAN ORANGE WOVENMONOFILAMENTVELCROCLOSUREFLAP FOLDS OVER TOENCLOSE GRATELIFTING STRAPSALLOW EASYMOVEMENT OFUNIT WITH GRATERIPRAP AT END SECTION - DETAIL FNONECOMPACTED SUBGRADERIPRAP INDOT CLASS 1.NOTE:GEOTEXTILE8 OZ./SYD. MIN.2' (TYP.)24" MAX. 12" MIN. 1'-0"END SECTIONGEOTEXTILE 8oz/SYD. MIN.END SECTION10'-0"FABRIC SECURING PINSCOMPACTED SUBGRADETOE WALL12"24"12" 6"RIPRAP - DETAIL GNONEGEOTEXTILE 8oz/SYD. MIN.FABRIC SECURING PINSFINISH GRADECOMPACTED SUBGRADENOTES FOR INSTALLATIONDETAIL O/C405.BLANKET, SEE STAPLE PATTERNOR EQUAL. FOR SECURING THENORTH AMERICAN GREEN S150EROSION CONTROL BLANKET3:1 SLOPEVARIES FLOWLINE 3:1 SLOPEPROPOSED GRADEVARIES, SEE GRADING PLANSWALE & DETENTION BASIN EROSION BLANKET - DETAIL KNONE1.PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER AND SEED.2.BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP x 6" WIDE TRENCH.BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.3.ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL.4.PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH A 5" OVERLAP. USE A DOUBLE ROW OFSTAGGERED STAPLES 4" APART TO SECURE BLANKETS.5.FULL LENGTH OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED IN 6" DEEP x 6" WIDE TRENCH.BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.6.BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET AND STAPLED.7.THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6" DEEP x 6" WIDE TRENCH. BACKFILL ANDCOMPACT THE TRENCH AFTER STAPLING.100SLOPE LENGTH IN FEET WITH ADDITIONAL STAPLES ON SIDE SLOPES.CHANNEL LININGS UTILIZE STAPLE PATTERN "C"EROSION CONTROL BLANKET STAPLE PATTERN - DETAIL JA4:1NOTES: 0 50 25 75SLOPE GRADIENT3:1A2:11:1BBLININGCHANNELADDITIONAL STAPLES AS REQUIREDB1 STAPLE PER SQ. YD.2751251501752002252503006'3'1 1/2 STAPLE PER SQ. YD.GENERAL STAPLE RECOMMENDATIONSBCCCCA3' 6'3'1'-6"1'-6"B3'2 STAPLE PER SQ. YD.3'4'3'C4' 2'1'-6"1'-6"1.STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION BLANKETS.2.STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL.3.AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTOBLANKETS, STAPLE PATTERN "C" SHALL BE UTILIZED.4.CHANNEL LININGS REQUIRE A 2' (MIN.) OVERLAP AT LONGITUDINAL JOINTS AND SIDE SLOPES REQUIRE A 6"(MIN.) OVERLAP. WHERE OVERLAPS OCCUR, THE UPSTREAM BLANKET SHALL OVERLAP THE DOWNSTREAM.5.IF OTHER THAN NORTH AMERICAN GREEN EROSION CONTROL BLANKETS ARE INSTALLED, FOLLOW THEINSTALLATION DIRECTIONS RECOMMENDED BY THAT MANUFACTURER.42513A3BNOTE:SLOPE INSTALLATION - DETAIL INONEEROSION CONTROL BLANKETREFER TO GENERAL STAPLE PATTERN GUIDE FORCORRECT STAPLE PATTERN RECOMMENDATIONS FORSLOPE INSTALLATIONS.1.PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER,AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEEDMUST BE INSTALLED WITH PAPER SIDE DOWN.2.BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN 6" DEEP X 6" WIDE TRENCH.BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.3.ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE.4.THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" OVERLAP.5.WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS END OVER END(SHINGLE STYLE) WITH APPROXIMATELY 4" OVERLAP. STAPLE THROUGH OVERLAPPED AREA,APPROXIMATELY 12" APART.NONESTANDARD WASHOUT - DETAIL BNOTES:1.PROVIDE 10 YD. OR 15 YD. ROLL OFF DUMPSTER FOR STORAGE OF CONCRETEWASHOUT MATERIAL. SERVICE DUMPSTER WHEN APPROACHING 2/3 FULL USING CARESO THAT GREY WATER IS NOT SPILLED OUT WHEN DUMPSTER IS MOVED.2.PROVIDE LEAKPROOF (10 MIL MIN.) PLASTIC LINER.3.LOCATE DUMPSTER IN DESIGNATED AND APPROVED LOCATIONNOTE 3NOTE 1NOTE 2NONE2'1.5'3'1'CROSS-SECTIONRIPRAP RIPRAP FINISHED GRADE2" - 3" CLEAN STONEFILTER BERM2" - 3" CLEAN STONESEDIMENT STORAGEAREAMAX DRAINAGE AREA:5 ACRES2:1PIPEINVERTFINISHEDGRADEPIPE INVERT36" PIPE MAXRIPRAP HEADWALL2:1MAINTENANCE:1.INSPECT WEEKLY AND AFTER EACH STORM EVENT AND REPAIR ANYDAMAGE IMMEDIATELY.SILT FENCESILT FENCERIPRAP SHALL EXTEND 5'-0" OUT FROM END SECTION.RIPRAP INDOT CLASS 1.NOTE:COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE11300453SOISTATE OFORPFESNEER NLAENG I ANAINID E R DA HC I IG SNo.TEREDACNIK.NDCONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKEROSION CONTROLDETAILSG4.3SWPPP INFORMATION