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9 <br />C-802 <br />EROSION CONTROL BLANKET INSTALLATION <br />NOT TO SCALE <br />DI <br />R <br />E <br />C <br />T <br />I <br />O <br />N <br /> <br />O <br />F <br />S <br />U <br />R <br />F <br />A <br />C <br />E <br /> <br />F <br />L <br />O <br />W <br />ANCHOR TRENCH INSTALLATION: <br />1. DIG 6" X 6" TRENCH <br />2. LAY BLANKET IN TRENCH <br />3. STAPLE AT 1.5' INTERVALS <br />4. BACKFILL WITH NATURAL SOIL AND <br />COMPACT <br />OVERLAP END JOINTS MINIMUM <br />OF 6" AND STAPLE OVERLAP <br />AT 18" INTERVALS <br />OVERLAP LONGITUDINAL <br />JOINTS MINIMUM OF 6" <br />STAPLE DENSITY SHALL BE A <br />MINIMUM OF 3 U-SHAPED 8", <br />11 GAUGE METAL STAPLES PER <br />SQUARE YARD (THIS MAY VARY AS <br />DIRECTED BY THE CITY) <br />ANCHOR TRENCH (SEE DETAIL <br />AND NOTES BELOW) <br />ISOMETRIC <br />SEE GENERAL NOTES <br />FOR BLANKET TYPE <br />STAPLE <br />BACKFILLEROSION <br />CONTROL <br />BLANKET <br />ANCHOR TRENCH DETAIL <br />6" <br />6" <br />12" TO 36" <br />1 <br />C-802 <br />MEDIUM DUTY BITUMINOUS PAVEMENT <br />NOT TO SCALE <br />COMPACTED SUBGRADE <br />2" BITUMINOUS WEAR COURSE <br />(SPWEA340B) PER MNDOT 2360 <br />8" MNDOT CLASS 5 AGGREGATE <br />BASE (100% CRUSHED) <br />BITUMINOUS TACK COAT <br />PER MNDOT 2357 <br />2" BITUMINOUS NON-WEAR COURSE <br />(SPNWB330B) PER MNDOT 2360 <br />2 <br />C-802 <br />STANDARD PARKING LOT SIGNS <br />NOT TO SCALE <br />3 <br />C-802 <br />TYPICAL PAVEMENT MARKINGS <br />NOT TO SCALE <br />SE <br />E <br /> <br />P <br />L <br />A <br />N <br />4" <br />15" <br />2' <br />- <br />8 <br />" <br />2' <br />- <br />8 <br />" <br />9" <br />15" <br />4"4" <br />15" <br />28 <br />" <br />8" <br />TYPICAL <br />PAVEMENT STRIPING <br />TRAFFIC ARROW TYPICAL LETTER TYPICAL <br />CROSSWALK PANEL <br />SE <br />E <br /> <br />P <br />L <br />A <br />N <br />2' <br />2' <br />- <br />8 <br />" <br />STOP <br />DO NOT <br />ENTER <br />PARKING <br />VEHICLE ID <br />REQUIRED <br />UP TO $200 FINE FOR <br />VIOLATION <br />VAN <br />ACCESSIBLE <br />R5-1 <br />30"X30" <br />R1-1 <br />30"X30" <br />R7-8m ACCESSIBLE PARKING - 12"x18" <br />R7-8bP VAN ACCESSIBLE - 12"x6" <br />NO <br />R7-1 MODIFIED NO PARKING ANY TIME <br />EXCLUDE ARROW - 12"x18" <br />PARKING <br />ANY <br />TIME <br />4 <br />C-802 <br />ACCESSIBILITY SYMBOL <br />NOT TO SCALE <br />11 <br />" <br />5"R <br />13 <br />" <br />R <br />18" <br />R <br />24 <br />" <br />24" <br />1 <br />8 <br />" <br />10" <br />5 <br />" <br /> <br />( <br />T <br />Y <br />P <br />) <br />20" <br />9.0° <br />12" <br />1' 6 3/4" <br />2 <br />6 <br />" <br />4" <br />4" <br />6" <br />BLUE HIGHWAY PAINT <br />BACKGROUND 2 COATS (TYPICAL) <br />INTERNATIONAL SYMBOL OF <br />ACCESSIBILITY <br />APPLIED TO THE CENTER OF EACH <br />REQUIRED <br />ACCESSIBLE SPACE WITH BLUE PAINT <br />BACKGROUND <br />AND WHITE PAINT FOR SYMBOL AND <br />PERIMETER EDGE <br />5" WIDE WHITE STRIPING <br />2 COATS (TYPICAL) <br />5 <br />C-802 <br />ACCESSIBILITY STRIPING <br />NOT TO SCALE <br />2' <br />4" <br />ACCESSIBILITY <br />SYMBOL, SEE DETAIL <br />NO PARKING <br />NOTES: <br />1.STRIPING ADJACENT TO HANDICAP PARKING SHALL BE BLUE. <br />2.DIMENSION HANDICAP SYMBOLS PER INTERNATIONAL SYMBOL OF ACCESSIBILITY DETAIL. <br />3.SEE PLAN FOR STALL DIMENSIONS. <br />4.DIMENSION "NO PARKING" TO BE 1' TALL. <br />5.SIGNAGE AND MARKINGS TO BE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. <br />SIDEWALK <br />SEE SITE PLAN AND <br />GRADING PLAN <br />SIGN POST 1' OFF BACK OF CURB OR SIDEWALK <br />EDGE. SEE SITE PLAN FOR PLACEMENT <br />1' <br />1' <br />6 <br />C-802 <br />CONCRETE PAVEMENT <br />NOT TO SCALE <br />COMPACTED SUBGRADE <br />7" CONCRETE PAVEMENT (TYPE 3F52A) <br />6" MNDOT CLASS 5 AGGREGATE BASE <br />(100% CRUSHED) <br />8 <br />C-802 <br />SIGN POST <br />NOT TO SCALE <br />4' <br />CL <br />E <br />A <br />R <br />A <br />N <br />C <br />E <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br />NOTES: <br />1.SEE MnDOT STANDARD SIGN MANUAL FOR PUNCHING CODE <br />AND DETAILED DRAWINGS OF TYPE "C" SIGN PANELS. <br />2.SEE MnDOT TRAFFIC ENGINEERING MANUAL CHAPTER 6 FOR <br />DETAILS OF TRAFFIC SIGN INSTALLATION. <br />5/16" x 3 1/2" <br />STAINLESS STEEL BOLT <br />5/16" LOCK NUT <br />(SIGN POST TO ANCHOR POST) <br />PREPUNCHED SQUARE TUBE <br />ANCHOR ASSEMBLY <br />2-1/4" x 2-1/4" x 4' x 12GA. <br />2-1/2" x 2-1/2" x 18" SLEEVE <br />THE SIGN POST SHALL BE NESTED INTO <br />THE ANCHOR ASSEMBLY AS FAR AS <br />POSSIBLE TO ENSURE MAXIMUM <br />STABILITY OF SIGN POST. <br />THIS MAY REQUIRE THE REMOVAL OF <br />SEVERAL INCHES OF SOIL BY HAND <br />FROM THE ANCHOR BASE ASSEMBLY. <br />PREPUNCHED SQUARE TUBE SIGN POST <br />2" x 2" x 12' x 12GA. <br />PROVIDE APPLICABLE SIGN WHERE <br />INDICATED ON THE PLANS <br />MAX SIGN FOR SINGLE POST IS 36" WIDTH. <br />ANY SIGN WIDER THAN 36" SHALL <br />REQUIRE TWO POLES. <br />CLEARANCE HEIGHT: <br />MAXIMUM OF 80" <br />MINIMUM OF 60" <br />GROUND LINE <br />7 <br />C-802 <br />B612 CONCRETE CURB AND GUTTER - TIP OUT <br />NOT TO SCALE <br />TOP OF ROAD <br />SURFACE <br />1 2" R <br />3" R <br />1 <br />3 <br />1 2 " R <br />6" <br />12 <br />1 <br />2" <br />6" CLASS 5 AGGREGATE <br />BASE (100% CRUSHED) <br />MATCH <br />ROAD SLOPE <br />8" <br />7" <br />12" <br />6" <br />C-802 <br />DETAILS <br />DWN BY: <br />ISSUE DATE: <br />PROJECT NO.: <br />\\ <br />u <br />s <br />0 <br />2 <br />4 <br />2 <br />- <br />p <br />p <br />f <br />s <br />s <br />0 <br />1 <br />\ <br />s <br />h <br />a <br />r <br />e <br />d <br />_ <br />p <br />r <br />o <br />j <br />e <br />c <br />t <br />s <br />\ <br />1 <br />9 <br />0 <br />3 <br />0 <br />0 <br />2 <br />7 <br />9 <br />\ <br />5 <br />_ <br />D <br />E <br />S <br />I <br />G <br />N <br />\ <br />a <br />_ <br />C <br />A <br />D <br />\ <br />4 <br />_ <br />P <br />L <br />A <br />N <br />S <br />H <br />E <br />E <br />T <br />S <br />\ <br />C <br />- <br />8 <br />0 <br />1 <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br /> <br />0 <br />2 <br />7 <br />9 <br />. <br />d <br />w <br />g <br /> 4/ <br />1 <br />0 <br />/ <br />2 <br />0 <br />2 <br />5 <br /> DA <br />U <br />G <br />H <br />E <br />R <br />T <br />Y <br />, <br /> <br />A <br />D <br />A <br />M <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />: <br />DA <br />T <br />E <br />: <br />ISSUE NO.: <br />IS <br />S <br />U <br />E <br /> <br />N <br />O <br />. <br />: <br />SHEET NO.: <br />SHEET TITLE: <br />4/ <br />1 <br />0 <br />/ <br />2 <br />0 <br />2 <br />5 <br /> <br />3 <br />: <br />2 <br />6 <br />: <br />2 <br />4 <br /> <br />P <br />M <br />CLIENT: <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />T <br />I <br />T <br />L <br />E <br />: <br />CHK'D BY:APP'D BY: <br />1 CARLSON PKWY N <br />PLYMOUTH, MN 55447 <br />PHONE: 763-479-4200 <br />WWW.STANTEC.COM <br />PR <br />I <br />M <br />R <br />O <br />S <br />E <br /> <br />S <br />C <br />H <br />O <br />O <br />L <br /> <br />- <br />LA <br />K <br />E <br /> <br />E <br />L <br />M <br />O <br />LA <br />K <br />E <br /> <br />E <br />L <br />M <br />O <br />, <br /> <br />W <br />A <br />S <br />H <br />I <br />N <br />G <br />T <br />O <br />N <br /> <br />C <br />O <br />U <br />N <br />T <br />Y <br />, <br />MI <br />N <br />N <br />E <br />S <br />O <br />T <br />A <br />04/10/2025 <br />190300279 <br />KRM AWD JRA <br />1 <br />SI <br />T <br />E <br /> <br />P <br />E <br />R <br />M <br />I <br />T <br /> <br />P <br />L <br />A <br />N <br />S <br />04 <br />/ <br />1 <br />0 <br />/ <br />2 <br />0 <br />2 <br />5 <br />1