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Pr <br />o <br />p <br />o <br />s <br />e <br />d <br /> <br />R <br />e <br />m <br />o <br />d <br />e <br />l <br />i <br />n <br />g <br /> <br />F <br />o <br />r <br />: <br />Ca <br />r <br />i <br />b <br />o <br />u <br /> <br />C <br />o <br />f <br />f <br />e <br />e <br />Sh <br />a <br />n <br />n <br />o <br />n <br /> <br />S <br />q <br />u <br />a <br />r <br />e <br /> <br />S <br />h <br />o <br />p <br />p <br />e <br />s <br />36 <br />7 <br />3 <br /> <br />L <br />e <br />x <br />i <br />n <br />g <br />t <br />o <br />n <br /> <br />A <br />v <br />e <br /> <br />N <br />o <br />r <br />t <br />h <br />, <br /> <br />S <br />u <br />i <br />t <br />e <br /> <br />A <br />Ar <br />d <br />e <br />n <br /> <br />H <br />i <br />l <br />l <br />s <br />, <br /> <br />M <br />N <br />04-01-2015 <br />Landscape Architecture Environmental <br />Planning Civil Engineering Land Surveying <br />7200 Hemlock Lane - Suite 300 <br />Maple Grove, MN 55369 <br />Telephone: (763) 424-5505 <br />www.LoucksAssociates.com <br />Jonathan J. Donovan - PE <br />44613 <br />License No.Date <br />--/--/-- <br />I hereby certify that this plan, specification <br />or report was prepared by me or under <br />my direct supervision and that I am a duly <br />Licensed Professional Engineer under the <br />laws of the State of Minnesota. <br />C8-1 <br />CIVIL DETAILS <br />2" BIT. WEAR COURSE, <br />MN/DOT 2360 SPWEA240B <br />TACK COAT, MN/DOT 2357 <br />2" BIT. NON-WEAR COURSE, <br />MN/DOT 2360 SPNWB230B <br />6" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138 <br />SURFACE COMPACTION <br />FINISHED GRADE <br />DRAWN 1/2014 <br />LOUCKS PLATE NO. <br />2030STANDARD BITUMINOUS <br />PAVEMENT SECTION <br />NOTE: <br />PROPOSED PAVEMENT SECTION TO <br />MATCH EXISTING PAVEMENT SECTION. <br />DRAWN 1/2014 <br />LOUCKS PLATE NO. <br />2034CONCRETE SIDEWALK <br />SECTION <br />4" CONCRETE WALK <br />MN/DOT 2521 <br />4" GRANULAR MATERIAL <br />MN/DOT 3149 <br />DRAWN 12/2013 <br />LOUCKS PLATE NO. <br />3000 SILT FENCE <br />PRE-ASSEMBLED OR MACHINE SLICED <br />6" <br />6" <br />NOTES: <br />1.PLACE BOTTOM EDGE OF FENCE INTO 6 IN DEEP TRENCH <br />AND BACKFILL IMMEDIATELY. <br />2.POSTS SHALL BE: <br />x 6 FT MAX. SPACING. <br />x 2 IN X 2IN HARDWOOD, OR STANDARD STEEL T-TYPE <br />FENCE POSTS. <br />x 5' MIN. LENGTH POSTS, DRIVEN 2 FT INTO THE <br />GROUND. <br />3.ATTACH FABRIC TO WOOD POST WITH A MIN. OF 5, 1 <br />INCH LONG STAPLES. <br />4.ATTACH FABRIC TO STEEL POST WITH A MIN. OF 3 ZIP TIES <br />IN TOP 8 INCHES OF FABRIC. <br />GEOTEXTILE FABRIC <br />PER MNDOT 3886 <br />GEOTEXTILE <br />FABRIC PER <br />MNDOT 3886 <br />15' (MIN) <br />SIGN <br />24"X36"X3/4" PLYWOOD <br />PAINT PLYWOOD FACE WHITE <br />WITH 4"MIN. STENCILED <br />LETTERS PAINTED BLACK <br />8'TREATED 4"X4" POST <br />CONCRETE <br />WASHOUT <br />AREA <br />WASHOUT AREA MUST BE IMPERMEABLE. <br />CONTRACTOR TO CONSTRUCT APPROPRIATE <br />IMPERMEABLE CONTAINMENT SYSTEM & <br />REMOVE/PUMP LIQUID ONCE THE LEVEL EXCEEDS <br />TWO-THIRDS OF THE SURROUNDING BARRIER <br />CONTRACTOR TO PLACE THE CONCRETE WASHOUT <br />AREA NEAR THE CONSTRUCTION ENTRANCE <br />MIN. 8" DIA <br />BIO LOGS <br />MIN. 2FT HIGH <br />SOIL BERM <br />DRAWN 12/2013 <br />LOUCKS PLATE NO. <br />3005CONCRETE WASHOUT <br />DRAWN 12/2013 <br />LOUCKS PLATE NO. <br />3010INLET PROTECTION - <br />EXISTING STORM STRUCTURES <br />HIGH-FLOW <br />FABRIC <br />CURB <br />DEFLECTOR PLATE <br />OVERFLOW 1-CENTER <br />OF FILTER ASSEMBLY <br />OVERFLOW 2 - TOP <br />OF CURB BOX <br />POLYESTER <br />SLEEVE <br />MANHOLE <br />COVER ASSEMBLY <br />FILTER <br />ASSEMBLY <br />27" <br />27" SEDIMENT CONTROL BARRIER <br />2'X3' SEDIMENT CONTROL BARRIER <br />ROAD DRAIN HIGH-FLOW <br />INLET PROTECTION CURB <br />AND GUTTER MODEL <br />WIMCO ROAD DRAIN, OR APPROVED EQUAL <br />STANDARD GUTTER <br />8"A <br />6" <br />13.5" <br />1 <br />2" RAD. <br />24"B624 <br />B618 18" <br />B612 12" <br />CURB <br />TYPE "A" <br />MIN. OF 4" AGG. BASE <br />UNDER CURB (IF TOTAL <br />THICKNESS OF SECTION <br />ALLOWS) <br />3/8 " LIP <br />3" RAD. <br />1 <br />3 <br />3" RAD. <br />AGG. BASE <br />VARIES <br />PAVEMENT SECTION VARIES <br />SEE PAVEMENT SECTION DETAIL <br />SLOPE GUTTER TO <br />MATCH PARKING LOT <br />DRAINAGE <br />(3/4" PER FT. TYP.) TIP <br />GUTTER OUT AS REQ'D <br />DRAWN 1/2014 <br />LOUCKS PLATE NO. <br />2009B6 STYLE CONCRETE <br />CURB AND GUTTER <br />MINIMUM 1' <br />BEHIND BACK <br />OF CURB <br />7" <br />SPECIFICATION NOTES: <br />1.UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A <br />MEMBRANE CURING COMPOUND PER MNDOT 3754. <br />2.EXPANSION JOINTS AT MAX. SPACING OF 200'. <br />3.CONSTRUCT IN ACCORDANCE WITH MNDOT 2531. <br />DRAWN 1/2014 <br />LOUCKS PLATE NO. <br />2038BOLLARD <br />1/2" CROWN <br />1" CROWN <br />24" DIA. <br />2,500 PSI <br />CONCRETE <br />6" DIP, CONC. <br />FILLED, PAINTED <br />OSHA YELLOW