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ROADWAY, TYP. <br />FLARE THE ENDS <br />OF THE ENTRANCE <br />DRIVE AS <br />INDICATED <br />8" MIN. DEPTH OF 1-12" CLEAR <br />CRUSHED ROCK <br />MNDOT TYPE 3733 GEOTEXTILE <br />FABRIC WHICH SHALL EXTEND <br />2' BEYOND THE ROCK PAD <br />18" MIN. DEPTH BERM WITH SIDE <br />SLOPES NOT TO EXCEED 4:1 TO <br />MINIMIZE RUNOFF FROM SITE <br />NOTES <br />1.CONTRACTOR IS RESPONSIBLE FOR ONGOING MAINTENANCE OF THE BERM AND ROCK <br />PAD DURING CONSTRUCTION AND SHALL REMOVE AND RESTORE THE ROCK PAD <br />UPON PROJECT COMPLETION <br />40' WI <br />D <br />T <br />H <br />25' <br />WIDT <br />H <br />50' <br />L <br />E <br />N <br />G <br />T <br />H <br />(MI <br />N <br />. <br />) <br />FLOW <br />TYPES: WOOD CHIP, COMPOST, OR ROCK <br />TYPES: STRAW, WOOD FIBER, OR COIR <br />45°' <br />45°' <br />1 IN. X 2 IN. X 24 IN. LONG WOODEN <br />STAKES. STAKES SHALL BE DRIVEN <br />THROUGH THE BACK HALF OF THE <br />SEDIMENT CONTROL LOG AT AN ANGLE <br />OF 45 DEGREES WITH THE TOP OF THE <br />STAKE POINTING UPSTREAM. <br />SEDIMENT CONTROL LOG <br />8 IN. - 10 IN. EMBEDMENT DEPTH <br />BACKFILL AND COMPACT <br />SOIL FROM TRENCH ON <br />UPGRADIENT SIDE OF <br />SEDIMENT CONTROL LOG <br />PLACE SEDIMENT CONTROL LOG IN <br />SHALLOW TRENCH (1 TO 2 IN. DEPTH) <br />1 IN. X 2 IN. X 24 IN. LONG WOODEN STAKES <br />AS NEEDED. STAKES SHALL BE DRIVEN <br />OVER THE SEDIMENT CONTROL LOG AT AN <br />ANGLE OF 45 DEGREES WITH THE TOP OF <br />THE STAKE POINTING UPSTREAM. <br />FLOW <br />NOTE <br />1.SILT FENCE SHALL BE <br />PLACED PARALLEL TO <br />THE CONTOUR OF THE <br />TERRAIN, WITH THE ENDS <br />WRAPPED UPHILL TO <br />PREVENT FLOW AROUND <br />THEM. <br />2.NO EARTHWORK SHALL <br />BE PERFORMED <br />DOWNGRADE FROM THE <br />FENCE. <br />3.ACCUMULATED SILT <br />AROUND THE FENCE <br />SHALL BE REMOVED <br />WHEN DEPOSITS REACH <br />APPROXIMATELY ONE <br />THIRD THE HEIGHT OF <br />THE SILT FENCE OR AS <br />DIRECTED IN THE FIELD <br />BY THE OWNER/LA-E <br />WITHIN 24 HOURS OF <br />NOTIFICATION. <br />30" <br />FLOW <br />6" <br />MIN. <br />6" <br />MIN. <br />24" MIN. <br />DRIVEN DEPTH <br />FLOW <br />GEOTEXTILE SILT FENCE (GTF 100 <br />OR EQUAL) SECURELY ATTACHED <br />TO POSTS. COLOR: ORANGE <br />2" x 2" WOOD STAKE (4' O.C. MAX. <br />SPACING) TO BE DRIVEN NO LESS <br />THAN 2' INTO THE GROUND - TYP. <br />ATTACH FABRIC WITH <br />STAPLES OR FABRIC <br />MANUFACTURER SUPPLIED <br />INTEGRAL FASTENERS <br />FABRIC ANCHORAGE <br />TRENCH - BACKFILL <br />AND COMPACT WITH <br />NATURAL SOIL <br />CONTROL JOINTS SHALL BE PLACED AT ALL CORNERS AND <br />INTERSECTIONS OF THE PLAY AREA CURB WITH JOINTS EQUALLY <br />SPACED IN BETWEEN CORNERS AND INTERSECTIONS ALONG ALL <br />SECTIONS OF CURB AT 10' MAXIMUM INTERVALS AND SHALL <br />EXTEND TO 1/3 THE DEPTH OF THE CONCRETE. REPLACE <br />CONTROL JOINTS WITH 1/2" EXPANSION JOINTS AT 30' MAXIMUM <br />INTERVALS. LOCATION OF CONTROL AND EXPANSION JOINTS <br />SHALL BE REVIEWED AND APPROVED BY LA-E PRIOR TO POURING <br />CURB (TYP). <br />4" SOLID PIPE TO DAYLIGHT OR TO <br />STRUCTURE - REFER TO PLANS <br />CONTROL JOINT NOTE: <br />6" <br />4" <br />8"VARIES12"6"X12" CONCRETE PLAY AREA CURB <br />WITH (2 ) #4 CONTINUOUS EPOXY <br />COATED REBAR TOP AND BOTTOM <br />PLAY AREA SUBGRADE 12" <br />BELOW TOP OF CURB <br />ADJACENT CONCRETE <br />WALK <br />COMPACTED SUBGRADE <br />12" EXPANSION JOINT WITH SEALANT <br />4" DIA. PERFORATED <br />DRAINTILE IN ROCK TRENCH <br />1/4" RADIUS EDGE <br />PLAYGROUND SURFACING BY <br />OTHERS <br />ALL TRAILS HAVE A 1.5% CROSS-SLOPE <br />IN DIRECTION OF POSITIVE DRAINAGE <br />UNLESS INDICATED OTHERWISE <br />6" <br />TYP.TOPSOIL, BOTH SIDES (TYP) <br />TOP OF ADJACENT SOIL <br />SHALL BE 1" BELOW TOP OF <br />ASPHALT ON LOW SIDE (TYP) <br />ASPHALT SHALL HAVE 45 ° <br />HAND TAMPED EDGES (TYP) <br />SUBGRADE SHALL BE <br />COMPACTED TO 100% <br />STANDARD PROCTOR DENSITY <br />6" COMPACTED DEPTH OF <br />MNDOT 3138 CLASS 5 CRUSHED <br />AGGREGATE BASE COMPACTED <br />TO 100% STANDARD PROCTOR <br />DENSITY WITH 45 ° EDGES (TYP) <br />TRAIL PAVEMENT - 3" TYPE <br />WEARING COURSE MIX <br />12" SELECT GRANULAR WHERE <br />DIRECTED BY ENGINEER <br />GEOTEXTILE FABRIC WHERE <br />DIRECTED BY ENGINEER <br />SAW CUT CONTROL JOINTS. CRACK <br />CONTROL JOINTS SHALL EXTEND TO 1/3 THE <br />THICKNESS OF THE CONCRETE. CRACK <br />CONTROL JOINTS TO BE REPLACED WITH 1/2" <br />EXPANSION JOINTS AT INTERVALS NO <br />GREATER THAN 50 FEET APART. REFER TO <br />PLANS FOR LOCATIONS/PATTERNS OF <br />CONTROL JOINTS AND VERIFY WITH LA-E <br />PRIOR TO PLACEMENT <br />PLAN VIEW <br />CONCRETE WITH LIGHT <br />BROOM FINISH <br />CONCRETE SHALL HAVE 1.0% MIN. / 1.5% MAX. CROSS-SLOPE IN <br />DIRECTION OF POSITIVE DRAINAGE FLOW, UNLESS INDICATED <br />OTHERWISE (TYP) - REFER ALSO TO GRADING PLANS FOR ADDITIONAL <br />INFORMATION. <br />COMPACTED SUBGRADE (TYP) <br />1/4" RADIUS OUTSIDE EDGE (TYP) <br />LOW SIDE OFCONCRETE TO BE 1" ABOVE <br />ADJACENT GRADE (TYP) <br />TOPSOIL <br />4" OR 6" CONCRETE PAVEMENT <br />PER PLANS <br />COMPACTED CLASS 5 AGGREGATE <br />BASE (CLASS 5 DEPTH TO MATCH <br />CONCRETE THICKNESS) <br />CONCRETE SECTION VIEW <br />MNDOT B618 <br />CONCRETE CURB <br />1.5'' WEARING COURSE MIX <br />8" COMPACTED DEPTH OF MnDOT 3138 CLASS <br />5 CRUSHED AGGREGATE (OR RECYCLED <br />MEETING MnDOT SPEC 3138) BASE <br />COMPACTED TO 100% STANDARD PROCTOR <br />DENSITY WITH 45° EDGES (TYP) <br />- EXTEND A MINIMUM 6 INCHES BEYOND CURB <br />GEOTEXTILE FABRIC <br />TACK COAT <br />2.5" NON-WEARING COURSE MIX <br />SUBGRADE COMPACTED TO 100% <br />STANDARD PROCTOR DENSITY (TYP) <br />24" MIN SELECT GRANULAR <br />TURF AREAS TO BE HELD <br />DOWN 1 INCH; TOP OF <br />ADJACENT PAVEMENTS <br />TO BE FLUSH WITH TOP <br />OF CURB <br />1 <br />3 <br />MnDOT B618 <br />* TYPICAL CURB @ PARKING <br />UNLESS OTHERWISE NOTED <br />8"18" <br />6"7"6"13 12"1 <br />2" R 3" R <br />SLOPE <br />3 <br />4"/FT <br />WIMCO CURB & GUTTER INLET PROTECTION <br />SHALL BE USED ON NEW AND EXISTING <br />CATCH BASINS WITHIN CONSTRUCTION LIMITS <br />(REFER TO PLANS FOR LOCATIONS) FOR THE <br />DURATION OF THE PROJECT AND SHALL BE <br />CLEANED AND MAINTAINED THROUGHOUT <br />THE CONSTRUCTION PERIOD WITH REMOVAL <br />UPON TURF ESTABLISHMENT (TYP) <br />CURB & GUTTER <br />CB FRAME & GRATE (TYP) <br />DEFLECTOR PLATE <br />OVERFLOW - TOP <br />OF CURB BOX <br />PERFORATED 10" <br />FILTER ASSEMBLY <br />PVC <br />METAL BASKET INSERT <br />HIGH FLOW FABRIC <br />k:\021861-000\Cad\Plan\021861-000-LP-SITE-DETL-PLAN.dwg 4/7/2023 3:32:30 PMDETAILS <br />L6.0 <br />AS SHOWN CCA <br />CCAGNL <br />SCALE: <br />PLAN BY: <br />DESIGN BY: <br />CHECK BY: <br />SHEET <br />WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONCLIENT PROJECT NO.TOTEM POLE PARK REDEVELOPMENTCITY OF NEW BRIGHTON021861-000 <br />21015 CANDACE AMBERG, PLA04/07/202340646CONSTRUCTION ENTRANCE1 <br />L6.0 <br />CONCRETE SURFACING12 <br />L6.0 <br />PERPENDICULAR CURB RAMP8 <br />L6.0 <br />SEDIMENT CONTROL LOG2 <br />L6.0 <br />BITUMINOUS TRAIL13 <br />L6.0 <br />PARALLEL CURB RAMP9 <br />L6.0 <br />SILT FENCE3 <br />L6.0 <br />ACCESSIBLE PARKING SIGNAGE7 <br />L6.0 <br />PLAYGROUND CURB11 <br />L6.0 <br />TREE PROTECTION FENCING5 <br />L6.0 <br />ACCESSIBLE PARKING6 <br />L6.0 <br />DRIPLINE <br />ORANGE BARRICADE <br />FENCE <br />6' STEEL 'T' POSTS, MAXIMUM 8' <br />O.C., EXTENDING TO DRIPLINEEXISTING <br />GRADE <br />8' MAXIMUM <br />SPACING <br />4' HT. <br />DRIPLINE <br />9'-0", <br />TYP. <br />9'-0" <br />ACCESS <br />AISLE20'-0"STD. PARKINGSTALL, SEE PLANSHEETS24" <br />O.C. <br />NO PARKING <br />INTERNATIONAL <br />ACCESSIBILITY <br />SYMBOL, PAINT <br />WHITE <br />2" WIDTH, WHITE <br />PARKING STRIPE <br />4" WIDTH. WHITE STRIPE IN <br />NON-PARKING AREAS <br />ADA SIGNAGE, NOT TO <br />EXCEED 8' FROM CURB <br />CONCRETE PEDESTRIAN <br />RAMP - SEE DETAIL <br />WALK <br />WALK <br />CURB <br />MUTCD (R7-8), GREEN <br />LETTERING, ARROW & <br />BORDER <br />WHITE SYMBOL ON BLUE SQUARE <br />WHITE BACKGROUND <br />CONCRETE BASE <br />12" <br />18" <br />FINISH GRADE <br />MUTCD R7-8P, GREEN <br />LETTERING, WHITE <br />BACKGROUND AT VAN <br />ACCESSIBLE LOCATIONS <br />2"X2" STEEL POST <br />60" MIN. OR 84" WHEN PEDESTRIANPATH FROM CAR TO WALK PASSESBY OR UNDER THE SIGN12" <br />36" <br />CURB <br />1:12 <br />MAX. <br />1:12 <br />MAX.2%MAX.24" X 8', CAST IRON <br />DETECTABLE WARNING <br />DEVICE, SET LEADING <br />EDGE IN LINE WITH <br />FACE-OF-CURB <br />6" <br />6'-0" MIN. <br />8' <br />WALK, SEE PLAN <br />SHEETS FOR <br />MATERIAL & <br />DIMENSIONS <br />6" THICK <br />CONCRETE <br />CURB RAMP <br />CURB1:12MAX.8" <br />3'-0" MIN. <br />8' WALK <br />6" THICK <br />CONCRETE <br />CURB RAMP <br />1 <br />: <br />1 <br />2MAX. <br />LANDING, <br />36" MIN. <br />DRIVE SURFACE <br />24" X 8', CAST IRON <br />DETECTABLE WARNING <br />DEVICE, SET LEADING <br />EDGE IN LINE WITH <br />FACE-OF-CURB <br />9 <br />L6.0 <br />7 <br />L6.0 <br />CONCRETE CURB & GUTTER AND BITUMINOUS PARKING10 <br />L6.0 <br />INLET PROTECTION DETAIL4 <br />L6.0 <br />6'