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• <br />• <br />• <br />WOODEN LATHE SHALL BE NAILED SECURELY <br />10 THE POST HEWN TO SECURE FLIER FABRIC. <br />2.04'X6 L000 <br />POSTS, B 0600. <br />2' X 4' HORIZCNTAL MEMBERS CCNTINUOIUS <br />MOUND TOP, FASTENED TO 6401 PDST USING <br />2 -200 COMMON NAILS <br />SILT (GEOTEX1116) FEND <br />AS SPECIFIED. BOTTOM <br />e' W FABRIC TO BE <br />BURIED TO PREVENT <br />UNOERMASWNG. <br />MN. BURY <br />SILT FENCE <br />3/4. CLEAR ROCK <br />1 DEEP X 1' WOE <br />CONTRACTOR TO SET POSTS AN0 FABRIC AROUND <br />THE BASIN DURING THE BA001WNG OPERATOR. <br />SIZE AND SHAPE OF THE BARRIER SHALL BE <br />MOOIFlED 10 P1T STRUCTURE SILT FENCE 10 BE PLACED <br />AROUND ENTIRE PERIMETER TOP OF SILT FENCE 10 HAVE <br />12' MIN. CLEARENCE TO DOMING GRADE. <br />STANDARD DETAILS <br />EROSION CONTROL AROUND <br />CATCH BASIN <br />MI <br />pA <br />C <br />PUS .'�� M► <br />MINIMUM DEPTH �>•• e • Ilke e� <br />444• • • • • <br />NA~ �Y• is e <br />— 2" WASHED ROCK <br />18' MINIMUM CUT OFF BERM <br />TO MINIMIZE RUNOFF FROM SITE <br />FILTER FABRIC SHALL BE PLACED UNDER ROCK <br />TO STOP MUD MIGRATION THROUGH ROCK. <br />STANDARD DETAILS <br />ROCK CONSTRUCTION ENTRANCE <br />Owriap geotestib fabrie <br />6' and fasten at 2' interveb <br />Direction of runoff <br />Extend wire mesh <br />into trench <br />2 x 2' wood or steel <br />fence post, 8' max. spacing <br />Wire mesh reinforcement. Std. <br />field fence, min. 30' high, <br />ml. mesh spacing 6 and <br />min. 14 1/ gauge <br />0.060.tile fabric — overlap fabric <br />6 and fasten at 2' intervals <br />Lay fabrie in the trench <br />7 Fabric anchorage trench <br />Bockfill trench with <br />tamped natural soil <br />Support post anchorage — <br />situ 'I meth mortar <br />as speed <br />MN. <br />S C�o1 <br />Note; Attach fabric to <br />wire mesh and support posts <br />with rings or wire ire ties <br />STANDARD DETAIL$ <br />SILT FENCE <br />HEAVY DUTY <br />STANDARD DETAILS <br />INLET PROTECTION <br />AROUND CATCH BASIN <br />Support post anchorage <br />in —situ sal <br />6' <br />MN. <br />2' z ' ood poet <br />steel fence po <br />5' minimum length at <br />4' maximum spacing <br />Geote0Ule fabric — overlap fabric <br />6' and fasten at 2' intervals <br />Lay fabric in the trench <br />Fabric anchorage trench <br />BacWN trench ith <br />tamped natural m1 <br />Note; Attach fabric to <br />1 <br />support W staple <br />STANDARD DETAILS <br />SILT FENCE <br />ANCHOR TRENCH (SEE DETAIL <br />AND NOTES BELOW) <br />— OVERLAP END JOINTS <br />MINIMUM OF 6' AND STAPLE <br />OVERLAP AT 1.5' INTERVALS <br />STAPLE DENSITY SMALL BE A <br />MINIMUM OF 3 U— SHAPED 8', <br />11 GAUGE METAL STAPLES PER <br />SQUARE YARD (THIS MAY VARY <br />AS DIRECTED BY THE CITY). <br />ANCHOR 1RENCH <br />1. DIG 6' X 6' TRENCH <br />2. LAY BLANKET IN TRENCH <br />3. STAPLE AT 1.5' INTERVALS <br />4. BACKFILL 'MTH NATURAL SOIL AND COMPACT <br />5. BLANKET LENG111 SHALL NOT EXCEED 100' <br />WITHOUT AN ANCHOR TRENCH <br />OVERLAP <br />LONGITUDINAL JOINTS <br />MINIMUM OF 6' <br />STANDARD DETAILS <br />EROSION CONTROL BLANKET <br />INSTALLATION <br />RECEIVED <br />FEB 0 9 2007 <br />CITY OF LINO LAKES <br />• • OAR 0110/07 000J. ND. 2007 01 <br />INSITES <br />ri.m ou � <<h ss<o <br />Holiday <br />W 1- <br />CC <br />0 p W <br />CO Z <br />Z <br />O w <br />Q <br />< rJ <br />1- /� <br />�� Z <br />yr -J <br />ALL 280Tlolls MATEO TO <br />AMMO AND 880728T1aN or <br />Ties Feu= SHALL SS <br />ORSCRO TO IDLDAY <br />COPANIS PROJECT KNAVES <br />n ew Weer spa must <br />4001.18.0, er 4100 NM <br />PAS pw 4o-m <br />NO. DATL REVISION 50060101ION <br />Laf0WQTY RSV= <br />mmowR 4sP . nenn rte Mina <br />FILE COPY <br />