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This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2023 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\CULVERS\St. Anthony, MN\3 Design\CAD\PlanSheets\C4-SITE DETAILS.dwg March 18, 2024 - 9:35amBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16028002903/18/2024AS SHOWNRAVJTLBMW12" <br />6" <br />8" <br />6" <br />7 1/2" <br />13 1/2" <br />3/8" <br />7" <br />B612 CURB & GUTTER <br />12"9" <br />NON-REFLECTIVE <br />WHITE PAINT <br />NOTE: <br />PAINT SHALL BE APPLIED AT A THICKNESS OF 22 WET MILS AND 15 DRY MILS. <br />TYPICAL PAVEMENT MARKINGSSEE PLAN2'-8"4'-4"15"15" <br />NON-REFLECTIVE <br />WHITE PAINT <br />TYPICAL PAVEMENT <br />STRIPING <br />TRAFFIC ARROW <br />PREPARED FORCIVIL DETAILSC600CULVER'S DRIVE-THRUIMPROVEMENTSSWEET CREAMST. ANTHONYST. ANTHONYMN50' <br /> <br />( <br />1 <br />5 <br />. <br />2 <br />4 <br /> <br />m <br /> <br />) <br /> <br />M <br />I <br />N <br />I <br />M <br />U <br />M <br />HAR <br />D <br />S <br />U <br />R <br />F <br />A <br />C <br />E <br />PUB <br />LI <br />C <br />R <br />O <br />A <br />D <br />VARIES: FULL <br />WIDTH OF EXISTING <br />DRIVEWAY <br />OPENING, ELSE 20' <br />(6.10 m) MIN. WIDTH.24" (457 mm) MIN. HIGH CUT-OFF <br />BERM TO MINIMIZE SILT RUNOFF <br />FROM SITE. <br />MNDOT STANDARD <br />SPECIFICATION 3733 TYPE V <br />PERMEABLE GEOTEXTILE <br />FABRIC BENEATH ROCK <br />MIN. 6" (152 mm) OF 1" <br />TO 2" (25 mm TO 51 mm) <br />DIA ROCK. <br />12 <br />" <br /> <br />M <br />I <br />N <br />I <br />M <br />U <br />M <br />BL <br />A <br />N <br />K <br />E <br />T <br />S <br /> <br />M <br />U <br />S <br />T <br />O <br />V <br />E <br />R <br />L <br />A <br />P <br /> <br />B <br />Y <br /> <br />4 <br />" <br />CATEGOGY 3 <br />EROSION CONTROL BLANKET <br />(SPEC. 3885) <br />STRAW OR WOOD FIBER 6"-7" DIA. ROLL <br />ENCLOSED IN PLASTIC OR POLYESTER <br />NETTING <br />4"X4" TRENCH BACKFILLED OVER <br />EROSION CONTROL BLANKET <br />(SPEC. 3885) <br />FL <br />O <br />W <br />S <br />POINT <br />"A"1POINT <br />"B" <br />8", 11 GA. STAPLES <br />SPACED 12" ON CENTER <br />2"X2"X18" LONG WOODEN STAKES <br />AT 2'-0" SPACING, DRIVE THROUGH <br />NETTING AND FIBER ROLL <br />EXPANSION RESTRAINT <br />[1/4" (6 MM) NYLON <br />ROPE, 2" (51 MM) FLAT <br />WASHERS] <br />2 EACH DUMP STRAPS <br />SILTSACK <br />1" (25 mm) REBAR <br />FOR BAG REMOVAL <br />FROM INLET <br />DUMP STRAP <br />DUMP STRAP <br />ROCK CONSTRUCTION ENTRANCE BIO-ROLL BLANKET SYSTEM INLET PROTECTION - <br />SEDIMENT FILTER SACK <br />53