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a <br />a a <br />POLYESTER SLEEVE <br />MANHOLE COVER <br />ASSEMBLY <br />FILTER ASSEMBLY <br />ISOMETRIC VIEW <br />IN-PLACE ELEVATION VIEW <br />STORM DRAIN INLET PROTECTION TYPE 1 O <br />PRE -CURB <br />1 VL I LV I LI \ 1 IL I LI <br />STORM DRAIN INLET PROTECTION TYPE 2 (2 <br />POST—CURB <br />kSSEMBLY <br />W. <br />ENTRANCE WIDTH <br />AS REQUIRED <br />STABILIZED CONSTRUCTION EXIT 05 <br />1 "X2"X24" LONG WOODEN STAKES <br />AS NEEDED. STAKES SHALL BE <br />DRIVEN OVER THE SEDIMENT CONTROL <br />LOG AT AN ANGLE OF 45 DEGREES <br />WITH THE TOP OF THE STAKE SEDIMENT <br />POINTING UPSTREAM © /— CONTROL LOG <br />45°8"-10" <br />FLOW EMBEDMENT <br />01- ( 11 z <br />DEPTH <br />SEDIMENT CONTROL LOG TYPE STRAW (2 <br />PLASTIC ZIP TIES <br />(50LB TENSILE) <br />LOCATED IN TOP 8" <br />.l-_ <br />zz <br />mw <br />M <br />0 <br />w <br />o M <br />w <br />N <br />H <br />0 <br />O <br />o_ <br />DIRECTION OF <br />RUNOFF FLOW <br />POST LENGTH, 5 FT. MIN. <br />AT 6 FT. MAX. SPACING <br />GEOTEXTILE FABRIC, 36" WIDTH <br />MACHINE SLICE 8"-12" <br />DEPTH <br />STANDARD MACHINE SLICED <br />4 SILT FENCE DETAILS <br />C4 TO PROTECT AREAS FROM SHEET FLOW <br />(SEE SPEC. 3886) <br />REFERENCE NOTES: <br />10 TYPE 1 INLET PROTECTION SHALL BE INSTALLED AS NECESSARY TO <br />MINIMIZE PONDING OF WATER DURING CONSTRUCTION. <br />�2 TYPE 2 INLET PROTECTION SHALL BE INSTALLED ON ALL CASTINGS <br />RECEIVING RUNOFF FROM THE PROJECT AREA. <br />03 MINIMUM LENGTH SHALL BE THE GREATER OF 50 FEET OR A LENGTH <br />SUFFICIENT TO ALLOW A MINIMUM OF 5 TIRE ROTATIONS ON THE PROVIDED <br />PAD. MINIMUM LENGTH SHALL BE CALCULATED USING THE LARGEST TIRE <br />WHICH WILL BE USED IN TYPICAL OPERATIONS. <br />® PROVIDE RADIUS OR WIDEN PAD SUFFICIENTLY TO PREVENT VEHICLE TIRES <br />FROM TRACKING OFF OF PAD WHEN LEAVING SITE. <br />(5) MAINTENANCE OF CONSTRUCTION EXITS SHALL OCCUR WHEN THE <br />EFFECTIVENESS OF SEDIMENT REMOVAL HAS BEEN REDUCED. MAINTENANCE <br />SHALL CONSIST OF REMOVING SEDIMENT AND CLEANING THE MATERIALS OR <br />PLACING ADDITIONAL MATERIAL OVER SEDIMENT FILLED MATERIAL TO <br />RESTORE EFFECTIVENESS. <br />© PLACE STAKES AS NEEDED TO PREVENT MOVEMENT OF SEDIMENT CONTROL <br />LOGS PLACED ON SLOPES OR AS NEEDED DUE TO OTHER FACTORS. <br />07 SEDIMENT CONTROL LOG SHALL MEET THE REQUIREMENTS OF MN/DOT <br />SPEC. 3897.2.A <br />DATE REVISION <br />I hereby certify that this plan, specification, or report was <br />prepared by me or under my direct supervision and that I <br />a duly Licensed Professional Engineer under the laws <br />of the State of Mi ta. <br />��;_ Er t <br />DESIGNED BY: <br />TAEG4 <br />Hakanson Andersonam <br />Civil Engineers and Land Surveyors <br />3601 Thurston Ave., Anoka, Minnesota 55303 <br />763-427-5860 FAX 763-427-0520 <br />www.hakanson–anderson.com <br />TGK AUTOMOTIVE <br />DETAILS <br />CITY OF HUGO, MINNESOTA <br />SHEET <br />OF <br />C 12 <br />SHEETS <br />DRAWN BY: <br />TAE <br />lIMUIHT A. 1131015 <br />Date 5/7/18 UTLic. No. 43362 <br />CHECKED BY: <br />CJJ <br />4251.01 <br />