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FLOW <br />MININAUM OF TWD + DRIVE 5TAKE5 <br />2' x 2' 5TAKE5 TOWARDS CATCH <br />OR #4 J -AW, TIP. BA51N, TYP. <br />FACN BALE <br />CATCH B451N, <br />IA <br />L <br />o <br />LLLLLL <br />A4 .-BATE DRIVEN 1' <br />ao <br />LLLLLL <br />NYLON OR MIRE <br />LLLLLL <br />BTIDINss <br />i <br />LLLLLL <br />_ �- <br />EXI5TIN6 <br />CRAM <br />LLLLLL <br />_ <br />� <br />B• O Z <br />LLLLLL <br />CTE <br />SET BALE IN TREY" <br />LLLLLL <br />SECTION <br />A -A <br />LLLLLL <br />Z <br />..r <br />LLLLLL <br />;� i <br />x <br />LLLLLL <br />6EOTEXTILE HATERIAL <br />C <br />SECTION A -A <br />0 0 <br />5TRAH BALE, TIP. PLACE BALE5 <br />TI6H7LY T05,- ¢ <br />t <br />FLON <br />PLAN VIEW <br />NYLON OR NIRS <br />5TRAH OR HAY - <br />BALE, TYP. <br />PLACE COMPACTEP <br />501L <br />L <br />SECTION A -A <br />5TAKE OR J -BAR (TYP.) <br />I' aELOH SURFACE <br />�_ar <br />SET BALE IN 4" <br />DEEP TRENCH <br />NOTES <br />I. BALES SHALL BE PLACED T16HTLY ABUTTED T06ETHER IN A TRENCH <br />EXCAVATED A MINIMUM OF 4 INCHES BELOW THE INLET. BALES SHALL <br />BE PLACED SO THAT BINDIN56 ARE HORIZONTAL. <br />2. EACH BALE SHALL BE ANCHORED BY A MINIMUM OF TNO 2" x 2" <br />STAKES OR TNO #4 J -BARS DRIVEN THROU6H THE BALES AND INTO THE <br />6ROUND A MINIMUM DEPTH OF I8". TOP5 OF STAKES OR J -BARS SHALL <br />BE COUNTERSUNK A MINIMUM OF i" BELOP7 THE TOP OF THE BALE <br />3. OUTER PERIMETER OF THE BALES SHALL BE BACK FILLED AND COMPACTED <br />TO A DEPTH OF APPROXIMATELY 4 INCHES KITH EXCAVATED MATERIAL. <br />4. CONTRACTOR SHALL INSPECT BALES WEEKLY AND AFTER EACH RAINFALL <br />TO DETERMINE IF REPAIR OR 5EDINENT REMOVAL 15 REQUIRED. SEPIMENLT <br />SHALL BE REMOVED hHEN IT HAS BUILT UP TO A DEPTH OF APPROXIMATELY <br />6". BALE5 SHALL BE REPLACED WHEN THEY HAVE BEEN DAMA6ED, <br />COLLAPSED OR DECOMPOSED. <br />5TRAN BALE <br />INLET PI LTER <br />NO 5cALE <br />2' X 2' STAKE OR <br />TRW OR 10 BILE <br />A4 .-BATE DRIVEN 1' <br />ao <br />EaCN TCP OF BALE <br />NYLON OR MIRE <br />CQPAOTED SOIL <br />BTIDINss <br />i <br />C <br />_ �- <br />EXI5TIN6 <br />CRAM <br />-- <br />_ <br />� <br />B• O Z <br />CTE <br />SET BALE IN TREY" <br />�Oo <br />�za <br />SECTION <br />A -A <br />WWU <br />2 STAKES PER BALE <br />ANGLE FIRST STAKE <br />Tom"S WZEVICUSLY <br />UID BALE, TYP. <br />� PUCE BALE T16HTLY L4' 7RM44 <br />TOSEIFBR MITH ND <br />CAPS <br />FRONT VIEW <br />i A <br />BILE M`116 <br />SNV.L BE EXTENDED <br />ACR756 STORE R,1i7FF PAIN <br />STRAW BALE ALIGNMENT <br />NOTES <br />I . PLACE BALES IN 4 INCH DERE' TRENCH ALONE THE CONTOUR OF Tiff SLOPE <br />IN THE SHAPE OF AN ARG WITH THE ENDS UPHILL CF THE ARC'S CENTER. <br />BALES SHALL BE PLACED SO THAT BINDING, ARE HORIZONTAL. <br />2. BALES SHALL BE AW*40RREP BY TWO 2'X 2' STAKES OR x4 J -BAR DRIVEN <br />ThROU661 TE BALE AND IN TO TE 60aR"ID A MINIM" DEPTH OF IB INCH. <br />STAKES OR J -BARS SHALE_ BE DRIVEN I INCH OR MORE BELOW TIE TOP OF <br />77E BALE. TIE FIRST STAKE OR J -BAR IN EACH BALE SHALL BE DRIVEN <br />AT AN ANGLE TOVARDS TEE PREVIOU5LY LAID BALE TO FORCE THE BALES <br />THI6HTLY ABUTTED TOSETIER. <br />3. AFTER BALERS ARE STAKED IN PLAC.E,EXCAVAT V SOIL SHALL BE BACKFILLD <br />ABAINST TE UPHILL SIDE TO A MINIMUM HE16HT OF 4 INGMS. <br />4. CONTRACTOR SHALL INSPECT BALES 1'®CLY AMID AFTER EACH RAINFALL. REPAIRS <br />SHALL BE MADE AS MEY,ESSARY AND S>IMENT SHALL BE REMOVED MEN IT <br />HAS ACCUHULA7HD TO A DEPTH OF 6 WOES. BALES SMALL BE REPLACED <br />WHEN THEY HAVE BEEN DAHABED, COLLAPSED OR DECOMPOSED. <br />SILT FENCE <br />STRAW BALE BARRIER <br />..>< A <br />PLACEMENT AT OPEN <br />THROAT DROP INLETS <br />FACE OF CUR <br />I <br />IXI5TIN5 OPEN <br />BACK H" <br />VERTICAL EXT% <br />CF 6847E TO EX <br />PAST EACH SIDE <br />am CFENIN5, <br />EUSTINK f <br />BACK HL'UD <br />TNFT FILTER FACE OF <br />6R4 TE <br />IA <br />BY 1 <br />PLACEMENT AT STD. <br />DROP INLETS <br />AND PARKING LOTS <br />`INET FILTER <br />CRATE <br />IB <br />I I ` NQRS <br />J/^I TIE WRAP <br />(TYPICAL) <br />vv INSTALL 6RAVB mss AS Itf.OU1R® <br />OF OF TO SLCW THE GUTTER FLON FRIOR TD <br />TE CATCH B451N, TP. ALL AROUND. <br />PLAN VIEW PLAN VIEW <br />FILTER CRATE <br />EXTEGILN <br />PE'1 FILTER 6RATE FILTER <br />HIRE CR TIE TRAP MATERIAL <br />/� FILTER CRATE CURB <br />EXISTINS DROP WIRE OR <br />FILTER M475?/AL IXI5TINO DROP INET CRATE TIE "RAP <br />INLET 6RA7E <br />SECTION "A -A" SECTION "B -B" <br />NOTES <br />I. THE MAXIMUM DRAINAGE AREA PER FILTER SHALL_ BE NO MORE THAN 2 ACRE''. <br />2. TTE FILTER! PAD SHALL BE 1 INCH THICK CLEVNABLE FOLYE5TER FIBER AND <br />ACRYLIC LATEX RESIN OR APPROVED ECUAL. TE FILTER PAD SHALL OVERLAP <br />DROP INLET ON ALL 511X5 BY A MINIMUM OF i INCH. <br />3. TE FILTER 6RATE SHALL BE HADE OF EXPANDED KETAL OF RIMAR AND BE OF <br />SUFFICIENT 5TRENSTH TO PIIEVENT BBJOIN6 MIEN DRIVEN OVER. GRATE MATERIAL <br />SHALL NOT EXCEED 0.5' THICK. THE DRAT= SMALL HAVE A MINIMUM 60 S OPEN <br />AREA. 6RATE5 USED AT TYPE B AND E INLETS SHALL WAVE A VERTICAL EXTENSION <br />TO COVER TE CURB OP54IN6. TIE FILTER DRAT= SHALL BE TEE .SAME SIZE <br />AS TE DROP INLET BRAT=. <br />4. THE FILTER PAD AND GRATE SHALL SE 5ECU r ATTACHE TO TE DROP INLET <br />BY MIRE OR TIE-YRAPS. <br />5. INLET FILTERS SHALL BE INISPECTED WEER Y AND AFTER EACH RAINFALL. <br />REPAIRS AND SiEPIMENT AND DEBRIS REMOVAL SHALL BE HAVE AS NC SSARY. <br />6. INLET FILTERS SHALL Be OF TIE PEA 6RAV8 BAG AND FILTER CLOTH VARIETY. <br />STORM DRAIN <br />INLET FILTER <br />NO SCALE <br />1' X 1• STAKE <br />4' O.C., TTP. <br />IXRD� <br />6RO� <br />14TTLE, A5 PER <br />NIA 57W ICRS, <br />161 453-1456, OR <br />IVVEP BOUAL. <br />SET 14711E IN T rA <br />SECTION <br />NOTE <br />1. STRAW H4TTS MAY BE USED IN PLACE CF SILT FENCE. <br />2. COITRACTLR SNALL INSPECT 1LATTES WEEKLY AND AFTER EACH RAINFALL. REPAIRS <br />SHALL BE MADE AS NEGES6ARY AND SEDIMEIT SHALL BE REDATD MEN IT <br />HAS ACGUMULATE.P TO A DEPTH OF 4 INCHS. XATTE5 SHAT BE REPLACED <br />N#BN TEY HAVE BE DAMA6ED, COLLAPSED OR DECOMPOSED. <br />STRAW WATTLE DETA I L <br />NO SCALE <br />FLOW <br />i A <br />A <br />PLAN <br />2' x 2' M90DFILTER FABRIC <br />POST OR STEEL� <br />FORM STAKE <br />N <br />COMPACTED SOIL <br />4' ABOVE 6ROUND <br />I <br />r <br />MIN. <br />SECTION A -A <br />FRONT VIEW <br />NOTES <br />1. FILTER BARRIER SHALL BE LOMSTRUc7Ep LONG ENOUGH TO EXTEND ACROSS <br />TEE EXPECTED FLOW PATH AND AS APPR7VFD BY THE ADMINISTRATOR. <br />2. FILTER FABRIC SHALL BE PRD -n, NYLON, ROLYESTBR OR E7MT_BNE YARN <br />WITH A MINIMUM T345ILE 57RENBTH OF 50 LBS. PER LINEAR FAIT AT 20 <br />PERCENT MAXIMUM ELON6ATION AND CONTAININ6 ULTRAVIOLET INHIBITORS. <br />FILTER FABRIC SHALL RETAIN AMINIM/M OF B5S OF THE SOIL, BY WE16HT, <br />8.45® ON SIEVE ANALYSIS, BUT 15 NOT FINER THAN AN 5WIVALENT OPENING <br />SIZE CF 70. <br />3. SUPPORT POSTS SHALL BE A MINIMUM 30 INCHES LONG 2' x 2' WOOD POSTS <br />OR STM FORM STAKES DRIVEN A MINIM" OF 12 IWH!E INTO THE 64aww. <br />POSTS SHALL BE SPACED A MAXIMUM 6 FEET APART. <br />4. A 4 INCH FABRIC TRENCH SHALL BE ERfCAVATED ALONS TE UPHILL SIDE OF <br />FILTER BARRIER POSTS. THE BOTTOM EDGE OF THE FABRIC SHALL EXTERNO <br />TO AND ACROSS THE BOTTOM OF 77-E TZENCH. THE TREI<P SMALL BE BACK <br />FILLED TO 4 INCHES ABOVE BRCUND AND COMPACTED TO BURY AND 5EOAiE <br />TTff BOTTOM OF TE FILTER FABRIC. <br />5. CONTRACTOR SHALL MAKE INSPECTIONS 1EEC1_Y LURING THE WT SEASON, <br />MONTHLY DURING THE DRY SEASON AND IMEPIATELY AFTER EACH RAINFALL <br />TO DETE3IINE IF REPAIRS AND SEDIMENT REMOVAL 15 REQUIRED. SEDIMENT <br />SHALL BE RHIOVED BEFORE IT HAS RFACHEV ONE THIRD THE HEI6HT OF <br />71E FILTER! FABRIC. <br />SILT FENCES <br />FILTER BARRIER <br />NO SCALE <br />PLAN VIEW <br />DrISTIN6 <br />m <br />9 <br />Vm <br />50' MIN. <br />ao <br />EXISTINS 6RXW <br />1 TO 3 DIA. IhKH WX. <br />W <br />Z <br />C <br />AGGREGATE BASE <br />Ma <br />CTE <br />�Oo <br />�za <br />---- <br />Z <br />C <br />Z <br />..r <br />;� i <br />x <br />V <br />6EOTEXTILE HATERIAL <br />C <br />SECTION A -A <br />Lu <br />NOTES <br />V) <br />Z <br />1. STABILIZED CONSTRUCTION SITE ACCESS SHALL. BE CONSTRUCTED OF 1TO 3' MAX. A66RE56ATE <br />O Y <br />ry � <br />N <br />445E MAT3ZRIAL LOWiOQIINb TO CITY OR COUNTY STANDARDS. MATERIAL SHALL BE PLACED TO A <br />o <br />pEo <br />HININUM Ti-IICKN�i� OF b'. TE NETIOD CF PLACING, SPREADINO AND COMPACTIN6 A66fE6ATE <br />Z <br />BASE MATERIAL SHALL CONFORM TO SECTION 26 OF THE STATE SPECIFICATIONS. <br />W <br />2. LENGTH OF ENTRANCE SHALL BE A MINIMUM OF 50 FEET. WIDTH SHALL BE A MIN. OF 15 FEET <br />OR 6REATER IF NECE55ARY TO COVER ALL VEHICULAR IN6RE55 AND E6RE5S. PROVIDE ANFLE <br />a <br />TURNING RADII. <br />3. THE ENTRANCE SHALL BE KEPT IN 6" CONDITION BY OCCASIONAL TOP PRESSIN6 HITT A66REGATE <br />BASE MATERIAL. <br />4- ,ACCESSES SHALL BE INSPECTED WEE;LY DURING PERIODS OF HEAVY USAGE, Mil"THLY OWIN5 W04AL <br />RECORD <br />DRAWING <br />U5A6E, AND AFTER EACH RAINFALL, WITH HAINTENANCE PROVIDED 15 N cMEARY. PERIODIC TCP <br />DRE551 N6 SMALL BE DaE AS NEEDED. <br />Correo!ians Py__ <br />No Changes' H;'� <br />STABILIZEV CON57'RUG7ION <br />SITE ACCESS <br />:, 7 • . :... t?t lti'erk <br />NO SCALE <br />m <br />9 <br />RYAN CARREL, R.C.E. 61619 <br />DANIEL ENGLAND, R.C.E. 49026 <br />DAVE SKIDMORE, L.S. 7126 <br />No.61619 <br />Exp.6-3007 <br />DRAWN BY: J. S. H <br />DATE: _6/14/05 <br />SCALE: NOTED <br />DWI: 296-ER05 <br />CHECKED: Ki"L <br />toe n 296-04 <br />SHEET 45 <br />OF 45 <br />Vm <br />ao <br />C <br />rT <br />W <br />Z <br />C <br />Ma <br />CTE <br />�Oo <br />�za <br />Q <br />Z <br />C <br />Z <br />..r <br />V) <br />V <br />w01O <br />C <br />Lu <br />u <br />V) <br />Z <br />c <br />O Y <br />ry � <br />N <br />o <br />pEo <br />Z <br />V <br />W <br />D <br />lIi <br />a <br />RYAN CARREL, R.C.E. 61619 <br />DANIEL ENGLAND, R.C.E. 49026 <br />DAVE SKIDMORE, L.S. 7126 <br />No.61619 <br />Exp.6-3007 <br />DRAWN BY: J. S. H <br />DATE: _6/14/05 <br />SCALE: NOTED <br />DWI: 296-ER05 <br />CHECKED: Ki"L <br />toe n 296-04 <br />SHEET 45 <br />OF 45 <br />