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1n X 1• <br />W000 POST OR <br />STEEL POST — <br />FLOW I <br />i A <br />A <br />PLAN <br />FIBER ROLL <br />SECTION A—A <br />NOTES. <br />1. F1LI ROLLS SHALL aE CONSTRUCTED LONG ENOUGH TO EXTEND ACROSS THE EXPECTED FLOW PATH. <br />2. SUPPORr POSTS SHALL BE A MINIMUM 24' LONG 1" X 1" WOOD POSTS DRIVEN A MINIMUM OF 6 <br />INCHES INTO THE GROUND. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET APART. <br />3. FILTER ROLL SHALL BE IMBEDDED A MINIMUM OF 3 INCHES KM EXISTING GROUND <br />4. CONTRACTION SHALL MAKE INSPECTIONS WEEKLY OUN G THE WET SEASON, MOM1'ILY DURING THE DRY <br />SEASON AND IMMEDIATELY AFTER EACH RAINFALL 10 DETERMINE IF REPAIRS AND SEDIMENT REMOVAL IS <br />RET ER LSEDIMENT SHALL BE REMOVED KFORE Tr HAS REACHED ONE HALF THE HEIGHT OF THE <br />FIL <br />O WADDLE DETAIL <br />m7m FNM <br />00 RATE up" <br />Xao <br />Poor -- <br />` ��•• 12 NRIC 1 04 <br />FRONT VIEW <br />I [WE MESH (Or <br />i-- FLIER FABFIIC <br />(on WA (I!! o m <br />MIN. <br />800 W� <br />,�-p <br />FM I <br />A <br />PUN <br />(40 MO 130 MMII (07) MMM <br />SECTION A -A <br />NolBR <br />1. SLT F8}ICE SIMILL BE CONSIIRXCIM UM 04OUGH tD D1Ee ACR088 TW DIPWIED FLOW PAIK <br />2. FLIER FA@W SNIAI.L NE PMP1rLM NrLOK PI00E37E1t OR EMNMIDE YARN WITH A MOM TDME <br />STIOW" OF 00 LESS PER UWM FOOT AT 20 PERMNI MMM ELCPX MMON AND CONT MMM` <br />IL7,M►1W U MMSIORS. FL10 FTA W SMALL WAIN A W MIM OF 85X OF THE SOIL, BY WDR. <br />BASET! ON SEMI AW09 . BUT LT NDr FM Um AN EOUWILW OPDW SEE OF X V EN <br />STAND" S11El8.M FAA MIC IS USM A ,NOTE MESH S PPORI POLL. BE SECINM.Y FA.SMWD TO THE <br />UPSLOP6 SDE OF P051 <br />J. SLIPPORT POSTS !HALL K A WOW 4.W (1.4 METERS) LOW 2" x C x 10ON" wooD POSTS <br />OR 7 SE.CnW PEfM P08TS MIEN A MINION OF 18 DOM (460 MMM) KM THE OWtOID. <br />P08IM SWALL K WADED A OWMA M OF 0 FEEY (2 110M) APART. FAWNC SNALL M SEMMY <br />FARM ED TO PETITS W M 1 ■TRH (28 IIIc) STAPLES OR 18 OWN WNW M SPACED A W1IOIM OF <br />6 MM (150 MIM) APART. <br />4. A 12 MICf1 JOO SNC <br />LK Tp"M SL BE 8C A 1W moo LIE W LL SW OF SLT FE11EE <br />POSTE. BOAT EDGE OF LIE FIS W SHALL E IMM 10 ANO ACRM TRE WrTOM OF MME <br />70O CK 1W 1MINCH SHALL 1!E 9AC1IP! = 10 4 IIICIES (100 MO AMW ORDLI D MD <br />COMMPIC,ED TO BURY AND 80:ME THE BOTTOM OF THE F171A fABC. <br />S. CONIRAG1Ot STALL WK mvim a WEOLY DUNN THE WET SEASON. MON my wwo TME DRY <br />SEARCH AND 08MMMMY AFTER EACH IMAMIFAuL 10 DEImAmE F RE wa AND SETlOIEIIT REMOVAL M3 <br />FPOMM <br />L S SNL SE POMMM KFCIIE IT W3 REACHED ONE T►ORD THE NWIT OF TW <br />Q SILT FENCE DETAIL <br />CONSTRUCTION SITE I EXISTING <br />EXISTING 50 ET (15 METERS) MINIMUM <br />GROUND I <br />6` to 12" DEPTH OF WASHED WELL <br />GRADED Y-4' FRACTM STONE AGMIUTE <br />II�Ili=li!_f11=lIIW111- ffl�ll1�111=111=111=lII_i�l_Ilf=Ill_ <br />GEOTEXTILE MATERIAL6 N MN. — <br />(150 MM) Ir. <br />SECTION A—A <br />c.a <br />'o- <br />poc Y.o�ce <br />A <br />DIRECTION <br />15 FEET OF TRAVEL <br />C ° <br />.•: oe... t8:?moo "e .: <br />.:`i'�•� avec .'a� ��: o0 <br />low <br />PLAN VIEW <br />NOTES <br />I. STABILIZED CONSTRUCTION SITE ACCESS SHALL BE <br />CONSTRUCTED OF 3" TO 4" WASHED, WELL -GRADED <br />FRACTURED STONE AGGREGATE. MATERIAL SHALL BE <br />PLACED TO A MINIMUM THICKNESS OF 6 INCHES, <br />SLOPED AWAY FROM THE ROADWAY. <br />2. LEHGTH OF ENTRANCE SHALL BE A MINIMUM OF 50 <br />FEET (15 METERS). WIDTH SHALL BE A MIN. OF 15 <br />FT 4.5 METERS) OR GREATER IF NECESSARY TO <br />COVER ALL VEHICULAR INGRESS AND EGRESS. <br />PROVIDE AMPLE TURNING RADII. <br />3. THE ENTRANCE SHALL BE KEPT IN GOOD CONDITION <br />BY OCCASIONAL TOP DRESSING WITH MATERIAL AS <br />SPECIFIED IN NOTE 1. <br />4. ACCESSES SHALL BE INSPECTED WEEKLY DURING <br />PERIODS OF HEAVY USAGE. MONTHLY DURING <br />NORMAL USAGE, AND AFTER EACH RAINFALL, WITH <br />MAINTENANCE PROVIDED AS NECESSARY. PERIODIC <br />TOP DRESSING SHALL BE DONE AS NEEDED, <br />EDGE OF PAVEMENT <br />A <br />VFIST• IA.C. <br />EXISTING EDGE <br />OF PAVEMENT <br />C!) CONSTRUCTION ENTRANCE <br />50 X 50 MM (2" X 21 STAKE OR <br />4 J -BAR DRIVEN 1 -�---� <br />25 MM) BELOW TOP OF BICE.-- __ <br />PLASTIC TARP j <br />WIREV BI DINGS <br />EXISTING GROUND <br />III=11` <br />4 INCH (100 MM) MIN. <br />SET BALE IN TRENCH <br />7 <br />STRAW OR MAY BALE <br />1 4 INCHES (100 MM) MIN. <br />COMPACTED SOIL <br />STAN TARP TO GROUND <br />�tOCHES`�llr <br />200 MM) <br />18 INCHES (450 MM) MIN. <br />SECTION A -A <br />IMani <br />U) <br />UJ <br />N <br />�a <br />V <br />W <br />a <br />u <br />U <br />a�e <br />LU <br />is -0 <br />U <br />3 <br />STRAW BALE ALIGNMENT <br />2 STAKES ANGLE FIRST STAKE TOWARDS <br />PER BALE `T PREVIOUSLY LAID BALE <br />PLACE BALES TIGHTLY 4 INCH (100 MM) <br />TOGETHER WITH NO GAPS TRENCH <br />FRONT VIEW <br />NOTES: <br />1 PLACE BALES IN 4 INCH (100 MM) DEEP TRENCH ALONG THE CONTOUR <br />IN THE SHAPE OF AN ARC WITH THE ENM UPHILL OF THE ARC'S CENTER. BALES <br />SHALL BE PLACED SO TWIT BINDINGS ARE HORIZONTAL <br />2. BOLES SHALL BE ANCHORED BY TWO 2' X 2" (50 X 50 STAKES OR #4 J—BMR DRM <br />THROUGH THE BALE AND M{D THE GROLM A MINIMUM DEPTH OF 18 INCHES (450 MM). <br />STAKES OR J -BARS SHALL BE DRIVEN FLUSH WITH THE TOP OF THE BALE. <br />THE FIRST STAKE OR J --BAR IN EACH BALE SHALL BE DRIVEN AT AN ANGLE <br />TOWARDS THE PREVIOUSLY LAID BALE TO FORCE THE BALM TOITLY TOGETHER. <br />3. AFTER BALES ARE STAKED IN PNCE, EXCAVATED SOIL SHALL BE BACKFILLED <br />AGAINST THE SIDE TO A MINIMUM HEIGHT OF 4 INCHES (100 MM). <br />4. CONTRACTOR MAY SUBSTITUE HAY BALE WITH AN EARTHEN DIKE <br />AFTER RECEIVING APPROVAL FORM A CERTIFIED PROFESSIONAL <br />IN EROSION AND SEDIMENT CONTROLCONTROL <br />5. CONTRACTOR SHALL INSPECT SUES WEEKLY AND AFTER EACH WASHOUT. REPAIRS <br />SHALL BE WIDE AS NECESSARY /IND SEDIMENT SHALL BE REMOVED WHEN IT HAS <br />ADCUWAA ED TO A DEPTH OF 6 IINM 150 MM), BALES SHALL BE REPLACED WHEN <br />THEY HAVE BEEN DAMAGED. COLLAPSED OR DECOM MEED. <br />Q CONCRETE WASHOUT <br />U <br />z <br />U) <br />UJ <br />N <br />�a <br />V <br />W <br />a <br />u <br />U <br />LU <br />is -0 <br />U <br />3 <br />Z <br />U3 <br />O <br />o <br />�.. <br />z <br />Z <br />m <br />C) <br />Z� <br />U <br />w <br />2° <br />Design <br />AMC <br />Check <br />AMC <br />Date <br />04/04/05 <br />Scale <br />NTS <br />Original Drawing Scale <br />0" 1 " <br />Sheet Number <br />15 Of 15 <br />Project File No. <br />