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I' X To <br />WOOD POST OR <br />STEEL POST — <br />6' MN. <br />SECTION A -A <br />, <br />FIBER ROLL <br />NOTES: <br />1. FILLER ROLLS SMALL BE CONSTRUCTED LONG ENouON TO EXTEND ACROSS THE EXPECTED FLOW PATH. <br />2. SUPPORT 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 ACNES INTO EXISTING GROUND <br />4. CONTRACTOR SHALL WAKE NSPECMIS WEEKLY DURING THE WET SEASON. MONTHLY DURING THE DRY <br />SEASON AND MMEON7ELY AFTER EACH RAINFALL M DETERMNE F REPAIRS AND SEDIMENT REMOVAL IS <br />RMR �LSEDIMENT SMALL BE REMOVED BEFORE R HAS REACHED ONE HALF THE HEIGHT OF THE <br />(D WADDLE DETAIL <br />t w <br />(� " <br />wo I r -r <br />[LORI IO <br />I00 W <br />SECTION A -A <br />NIRA <br />1. WLT FWM WIML IE OONIIIUCIW LORI DOM TO 0=6 ACVAM 11E DMIM FD FLOW MIN. <br />2. FLIER FXMW SWIRL W PROPMM MOL POLTESIER OR ETN M YAM WITH A MNMM MENS <br />bTRIM M 3"EMM FRAIL IS USED, A MINE MESH SUPPORT SIW L M SE URMY FLSRM TO 711E <br />UPKM SM OF POL,S. <br />3, SIRPORT POSO SMLL K A MNIIUM 4US' (1.4 METERS) LONG r X 4' X 11001X1)% WDOD I,OR 'Y 3WMN POM POLIS ONVM A UNMIM OF 16 MOM (400 1N1) M10 1NE ONOIAO. <br />P05M MOLL E WHAM A MNWIIM OF A FEET (2 METH) MART. FARO WWL M SWLN LY <br />FAs1OEO TO PWM WIM 1 INCH (25 MM) STAINES OR 16 OWN WIRE INS SPACED A MAfIMIY OF <br />6 PROLES FRM SI <br />NICH (1((11GI1) <br />50 MIGMMB. <br />4. APOEM THE BOTTOM EDGE OFAWC F _ Mae TW WHKL WE Or T _ <br />THE WL EXAMO TO D ACROSI THE 110110M OF INE <br />71ENCHL THE ININCH WILL K aualcuED TO 4 MGES (100 WIRQ MONS ORaw AND <br />CoURCICD IO Wow be SECIIE THE OUT= OF THE FLTFMI FA IRr- <br />s. CONTTRICIER SILL MW POPEO110N5 MEETLY DINING THE WET SEASON, MONTHLY DINING ITE DRY <br />SFMON AND IMEOMMY AFTER 1A01 RAIWALL TO OE7EW E F REANM AND SEDIMENT REMONIL D <br />8100 OFAlwSC� 3WLL M REMOVED TEFCIE IT NAS REACHED ONE THRID THE HEWIT OF THE <br />FLTER <br />Q SILT FENCE DETAIL <br />EXISTING 50 FT (15 METERS) MINIMUM <br />GROUND <br />I 6' to 12' DEPTH OF WASHED WELL <br />GRADED 3'-4' FRACTURED STONE AGGREG <br />I}�IIII� III11111=III=11L� III-III=III-III=III=III=1!IIII-III- <br />GEOTE)RILE MATERIAL 6 INCHES <br />(150 MM) 111N.— <br />A <br />SECTION A -A <br />FEET DIRECTION <br />_ OF TRAVEL _ <br />EXISTING <br />EDGE OF PAVEMENT <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. LENGTH OF ENTRANCE SHALL BE A MINIMUM OF 50 <br />FEET (15 METERS). MOTH 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 />EwsT. A.C. <br />EXISTING EDGE <br />OF PAVEMENT <br />(D CONSTRUCTION ENTRANCE <br />50 X 50 MM (2' X 21 STAKE OR <br />4 J -BAR DRIVEN 1 —� <br />25 MM) BELOW TOP OF BALE - <br />PLASTIC TARP <br />RE1 BINDINGS <br />EXISTING GROUND <br />III=11' <br />4 INCH (100 MM) MIN. <br />SET BALE IN TRENCH <br />A-wi <br />_ STRAW OR HAY BALE <br />4 INCHES (100 MM) MIN. <br />COMPACTED SOIL <br />I STAKE TARP TO GRO W <br />18 INCHES (450 MM) MN. <br />SECTION A—A <br />STRAW BALE ALIGNMENT <br />2 STAKES ANGLE FIRST STAKE TOWARDS <br />PER BALE T PREVIOUSLY WD BALE <br />III�1 f=-llvlll_=ll lvil llv1al11=1u=111=111= <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 MMI) DEEP TRENCH ALONG THE CONTOUR <br />N THE SHAPE OF AN ARC WITH THE ENDS UPHILL OF THE ARC'S CENTER. BALES <br />SHALL BE PLACED SO THAT BINDINGS ARE HORIZONTAL. <br />2. BALES SHALL BE ANCHORED BY TWO 2' X 2' (50 X 50 STAKES OR µ J—BAR DRIVEN <br />THROUGH THE BINE AND INTO IHE GROUND A MINIMUM DEPTH OF 18 INCHES (450 MM). <br />STAKES OR J -BARS SWILL 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 LVID BALE TO FORCE THE BALES TIGHTLY TOGETHER. <br />3. AGAINST THE ARE <br />TSTAKED MINIMUM IN KAM HEIGHT OF 44 ICAVATED SOL NCHES BACKFILLED <br />M D <br />4. CONTRACTOR MAY SUBSTTTUE 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 BALES WEEKLY AND AFTER EACH WASHOUT. REPAIRS <br />STALL BE MADE AS NECESSMW AND SEDMEIIT SMALL BE REMOVED WHEN R WAS <br />AW MIAA10 10 A DEPTH OF 6 NCES 150 MM), BALES SMALL BE REPLACED WHEN <br />THEY HAVE BEEN DAMAGED, COLLAPSED OR DECOMPOSED. <br />(D CONCRETE WASHOUT <br />Design <br />AMC <br />Check <br />AMC <br />Date <br />04/04/05 <br />Scale <br />NTS <br />Original Drawing Scale <br />0 'L,. 1 n <br />Sheet Number <br />15 Of ,5 <br />Project File No <br />Z <br />ZZ <br />LL -I <br />N <br />Q <br />U <br />w <br />a <br />u <br />O <br />U <br />e, <br />UJ <br />3 <br />_ <br />Z <br />W <br />t0 o <br />00 <br />~ <br />UJ <br />tD <br />0 <br />Q <br />U <br />zW� <br />gN <br />Design <br />AMC <br />Check <br />AMC <br />Date <br />04/04/05 <br />Scale <br />NTS <br />Original Drawing Scale <br />0 'L,. 1 n <br />Sheet Number <br />15 Of ,5 <br />Project File No <br />ZZ <br />H <br />J� <br />< <br />Z0 <br />V) <br />W <br />Z <br />W <br />W <br />CL <br />Q <br />~ <br />C <br />W <br />(L <br />W <br />Ld <br />0 <br />Z <br />V) <br />CL <br />O <br />Design <br />AMC <br />Check <br />AMC <br />Date <br />04/04/05 <br />Scale <br />NTS <br />Original Drawing Scale <br />0 'L,. 1 n <br />Sheet Number <br />15 Of ,5 <br />Project File No <br />