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0 <br />1.5" WEAR COURSE <br />TYPE SPWE45040C <br />PER MNDOT 2360 <br />2" NON -WEAR COURSE <br />TYPE SPNW35030C <br />PER MNDOT 2360 <br />TACK COAT PER MNDOT 2357 <br />8" CLASS 5 AGGREGATE BASE <br />PER MNDOT 3138, <br />COMPACTED TO AT LEAST <br />100% STANDARD PROCTOR DENSITY <br />12" SELECT GRANULAR BORROW <br />F PER MNDOT 3149.2132 <br />COMPACTED SUBGRADE- <br />PROOF ROLL PER GEOTECH <br />SCARIFY AND RECOMPACT UPPER 12" OF <br />SUBGRADE TO AT LEAST 100% <br />STANDARD PROCTOR DENSITY AS <br />NECESSARY TO ACHIEVE COMPACTION, <br />AS INDICATED IN THE GEOTECH REPORT <br />OR AS DIRECTED BY THE ON-SITE <br />TESTING FIRM <br />2001 BITUMINOUS PAVEMENT <br />NOT TO SCALE <br />41 41 <br />WIDTH PER PLAN <br />w w w w w w MIN. 12' <br />EXPANSION JOINT IF ABUTS <br />PAVEMENT OR STRUCTURE <br />EXPANSION JOINT <br />CONTRACTION JOINT AT CENTER <br />IF WIDTH IS 16' OR MORE <br />DRIVEWAY AND GUTTER <br />POURED TOGETHER. <br />COMMERCIAL DRIVE 8" THICK <br />RESIDENTIAL DRIVE 6" THICK <br />2.0" WEAR COURSE TYPE <br />SPWE45040C PER MNDOT <br />2360 <br />2.0" NON -WEAR COURSE TYPE <br />SPNW35030C PER MNDOT 2360 <br />TACK COAT PER MNDOT 2357 <br />CLASS 5 AGGREGATE BASE 10" PER MNDOT 3138, <br />COMPACTED TO AT LEAST 100% STANDARD <br />PROCTOR DENSITY <br />24" SELECT GRANULAR BORROW BASE PER MNDOT <br />E3149.2132 COMPACTED TO AT LEAST 100% <br />STANDARD PROCTOR DENSITY <br />GEOTEXTILE FABRIC <br />` COMPACTED SUBGRADE <br />SCARIFY AND RECOMPACT UPPER 12" OF <br />SUBGRADE TO AT LEAST 100% <br />STANDARD PROCTOR DENSITY AS <br />NECESSARY TO ACHIEVE COMPACTION, <br />AS INDICATED IN THE GEOTECH REPORT <br />OR AS DIRECTED BY THE ON-SITE <br />TESTING FIRM <br />2021 HEAVY DUTY BITUMINOUS PAVEMENT <br />NOT TO SCALE <br />1-1/2" LIP <br />1/2" RADIUS <br />ON EDGE <br />w w w <br />0" CURB HEIGH <br />BACK OF CURB <br />FLOWLIN <br />W FRONT OF GUTTEF <br />EXPANSION JOINT <br />2221 CONCRETE APRON NO SIDEWALK <br />NOT TO SCALE <br />CURB RAMP OR FLUSH RIBBON <br />CURB WITH WARNING PANELS <br />(SEE PLAN AND DETAILS) <br />4" WIDE <br />STRIPE (TYP.) <br />VARIES / O <br />SEE PLANS I� <br />INTERNATIONAL <br />SYMBOL OF <br />ACCESSIBILITY <br />MARKING <br />aNO PARKING <br />NO PARKING MARKING <br />ACCESS MINCENTER- CENTER <br />SISLE P SIN. I, <br />0 ACCESS AISLE SHALL EXTEND THE FULL LENGTH OF THE <br />PARKING SPACE IT SERVES <br />239 ACCESSIBLE PARKING PAVEMENT MARKINGS <br />NOT TO SCALE <br />6 X 6 - W1.4 X W1.4 <br />_/ <br />WELDED WIRE FABRIC <br />8" PORTLAND CEMENT CONCRETE (P.C.C) <br />12" CLASS 5 AGGREGATE BASE PER <br />MNDOT 3138, COMPACTED TO AT <br />LEAST 100% STANDARD PROCTOR DENSITY <br />6" MIN. <br />2" MIN. <br />COMPACT SUBGRADE TO AT LEAST 100% <br />STANDARD PROCTOR DENSITY AND <br />PROOF ROLL PER SPECIFICATIONS <br />2031 REINFORCED CONCRETE PAVEMENT <br />NOT TO SCALE <br />LOPE OF RAMP RUN <br />-N 5.0% <br />v v <br />_OPE FLARED SIDES AT <br />-10% <br />URB HEIGHT <br />TAPER CURB SECTION <br />WITH FLARED SIDE <br />SECTION <br />0 IF RAMP SCOPE IS LESS THAN 5.0%, THEN NO LANDING IS REQUIRED. <br />(2 THIS DETAIL ASSUMES THAT THE TOTAL VERTICAL RISE OF THE RAMP IS 6 INCHES. ADJUST <br />RAMP LENGTH TO ACCOMMODATE CROSS SLOPE ON WALK. <br />SLOPED RAMP SURFACES SHALL BE STABLE, FIRM AND SLIP -RESISTANT. APPLY MEDIUM BROOM <br />FINISH ON CONCRETE PERPENDICULAR TO SLOPE ON RAMP RUN AND FLARED SIDES. <br />P DISTANCE VARIES BASED ON FLARE SLOPE. <br />® SEE PEDESTRIAN ACCESS ROUTE CURB & GUTTER DETAIL 234. <br />0 1/2" PREFORMED JOINT FILLER MATERIAL (AASHTO M213). JOINT FILLER SHALL BE PLACED <br />FLUSH WITH THE BACK OF CURB AND ADJACENT SIDEWALK. JOINT SHALL BE FREE OF DEBRIS. <br />2301 PERPENDICULAR ACCESSIBLE CURB RAMP <br />NOT TO SCALE <br />P.C.C.) <br />0% CRUSHED) <br />COM <br />� <br />° <br />4" CLASS 5 AGGREGATE (10 <br />X <br />X X <br />000000000 <br />000000000000000 <br />0 0 0 0 0 <br />0 0 0 0 0 0 0 0 <br />000000000 <br />0 0 0 0 <br />000000000000000 <br />0 0 0 0 0 0 0 <br />o„o„o�o�o <br />o„o„o„o„o„o„o�o <br />III IIIIIIIIIIIII <br />IIIIIIIIIIIIIIIIIIIII1111111111111111111111=11 III=11 <br />6" MIN. <br />2" MIN. <br />COMPACT SUBGRADE TO AT LEAST 100% <br />STANDARD PROCTOR DENSITY AND <br />PROOF ROLL PER SPECIFICATIONS <br />2031 REINFORCED CONCRETE PAVEMENT <br />NOT TO SCALE <br />LOPE OF RAMP RUN <br />-N 5.0% <br />v v <br />_OPE FLARED SIDES AT <br />-10% <br />URB HEIGHT <br />TAPER CURB SECTION <br />WITH FLARED SIDE <br />SECTION <br />0 IF RAMP SCOPE IS LESS THAN 5.0%, THEN NO LANDING IS REQUIRED. <br />(2 THIS DETAIL ASSUMES THAT THE TOTAL VERTICAL RISE OF THE RAMP IS 6 INCHES. ADJUST <br />RAMP LENGTH TO ACCOMMODATE CROSS SLOPE ON WALK. <br />SLOPED RAMP SURFACES SHALL BE STABLE, FIRM AND SLIP -RESISTANT. APPLY MEDIUM BROOM <br />FINISH ON CONCRETE PERPENDICULAR TO SLOPE ON RAMP RUN AND FLARED SIDES. <br />P DISTANCE VARIES BASED ON FLARE SLOPE. <br />® SEE PEDESTRIAN ACCESS ROUTE CURB & GUTTER DETAIL 234. <br />0 1/2" PREFORMED JOINT FILLER MATERIAL (AASHTO M213). JOINT FILLER SHALL BE PLACED <br />FLUSH WITH THE BACK OF CURB AND ADJACENT SIDEWALK. JOINT SHALL BE FREE OF DEBRIS. <br />2301 PERPENDICULAR ACCESSIBLE CURB RAMP <br />NOT TO SCALE <br />P.C.C.) <br />0% CRUSHED) <br />COM <br />FOR CONCRETE SIDEWALK <br />SLABS WIDER THAN 6', <br />COMPACTED SUBGRADE PROVIDE 6 X 6 - W1.4 X <br />PER SPECIFICATIONS W1.4 WELDED WIRE FABRIC <br />AT MID -DEPTH <br />NOTES: <br />1. SIDEWALKS TO HAVE 2% MAXIMUM CROSS SLOPE, AND 5% MAXIMUM <br />LONGITUDINAL SLOPE UNLESS INDICATED OTHERWISE <br />204 CONCRETE SIDEWALK <br />NOT TO SCALE <br />INSET A <br />INSET A INSET A <br />FRONT OF FLOW LINE <br />� <br />FRONT OF FLOW LINE <br />4" CLASS 5 AGGREGATE (10 <br />GUTTER O <br />BASE PER MNDOT 3138, CO <br />GUTTER O <br />TO AT LEAST 100% STANDARD <br />2-3% <br />PROCTOR DENSITY <br />° • X <br />8 X e a <br />` - <br />1/2" R. (TYP.) <br />=1 I I I I I I I I I I I I I I I P III—III III—I —III I I <br />=III III II IIIIIIIIIIIIIIIIIIIIII IIIIIIIIII <br />FOR CONCRETE SIDEWALK <br />SLABS WIDER THAN 6', <br />COMPACTED SUBGRADE PROVIDE 6 X 6 - W1.4 X <br />PER SPECIFICATIONS W1.4 WELDED WIRE FABRIC <br />AT MID -DEPTH <br />NOTES: <br />1. SIDEWALKS TO HAVE 2% MAXIMUM CROSS SLOPE, AND 5% MAXIMUM <br />LONGITUDINAL SLOPE UNLESS INDICATED OTHERWISE <br />204 CONCRETE SIDEWALK <br />NOT TO SCALE <br />INSET A <br />INSET A INSET A <br />FRONT OF FLOW LINE <br />BACK OF CURB/ <br />EDGE OF WALK <br />FRONT OF FLOW LINE <br />BACK OF CURB/ <br />EDGE OF WALK <br />GUTTER O <br />O <br />GUTTER O <br />0 <br />2-3% <br />B624 <br />5% MAX. <br />32" <br />` - <br />1/2" R. (TYP.) <br />PAINT (COLOR TO BE <br />1/2" R. (TYP.) <br />P 12"_ 8„ <br />Q o, Lu <br />12" -P 8' <br />' <br />V) Q rn N <br />c: ~ ri <br />Al 17.1, SECTION 703.6.3.1 <br />U ":t 1O <br />M <br />NON -PERPENDICULAR P <br />SIGN SHALL BE CENTERED AT THE 2» <br />PERPENDICULAR P <br />Q w r a <br />U p w <br />0 <br />O FOR USE AT CURB CUTS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED NON -PERPENDICULAR TO THE GUTTER <br />FLOW LINE. RAMP TYPES INCLUDE: FANS, DEPRESSED CORNERS, AND ONE WAY AND COMBINED DIRECTIONAL& <br />O FOR USE AT CURB CUTS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED PERPENDICULAR TO THE GUTTER FLOW <br />LINE. RAMP TYPES INCLUDE: PERPENDICULAR, TIERED PERPENDICULAR, PARALLEL, AND DIAGONAL RAMPS. <br />P THERE SHALL BE NO VERTICAL DISCONTINUITIES GREATER THAN 1/4 INCH. <br />® VARIABLE WIDTH FOR DIRECTIONAL CURB APPLICATIONS. <br />P5 TOP FRONT OF GUTTER SHALL BE CONSTRUCTED FLUSH WITH PROPOSED ADJACENT PAVEMENT ELEVATION. PEDESTRIAN <br />ACCESS ROUTE (PAR) GUTTER SHALL NOT BE OVERLAID. <br />NOTES: <br />A. POSITIVE FLOW LINE DRAINAGE SHALL BE MAINTAINED THROUGH THE PEDESTRIAN ACCESS ROUTE (PAR) AT A 2% <br />MAXIMUM GRADE. <br />B. NO PONDING SHALL BE PRESENT IN THE PAR. <br />C. ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE SHALL NOT BE GREATER THAN 1/4 INCH. <br />2341 PEDESTRIAN ACCESS ROUTE CURB AND GUTTER <br />NOT TO SCALE <br />TOP OF POST <br />TURF (SEE LANDSCAPE <br />PLAN FOR DETAILS) <br />EXISTING <br />205 TOPSOIL <br />NOT TO SCALE <br />ALL PLAN DIMENSIONS <br />ARE TO FLOW LINE OF CURB <br />SLOPE 3/4" PER FOOT 8 <br />TO FINISHED GRADE 3" R <br />SEE NOTE 1. GUTTER/ FLOW <br />1/2" R LINE P <br />PAVEMENT <br />AND BASE. <br />SEE PAVING <br />DETAILS <br />a7 CONCRETE <br />1:1 SLOPE <br />OR FLATTER o c <br />6" MIN Y <br />DEPTH OF AGGREGATE BASE TO <br />MATCH DEPTH AT ADJACENT <br />PAVEMENT. COMPACT TO 100% <br />STANDARD PROCTOR DENSITY <br />ROUND OFF TOP OF <br />'/CONC. FILL <br />BACK OF CURB <br />1/2" R <br />6" <br />13-1/2" <br />6" MIN <br />CURB TYPE <br />X <br />Y <br />B612 <br />12" <br />20" <br />B618 <br />18" <br />26" <br />B624 <br />24" <br />32" <br />SAME SLOP ROADWA' d <br />TRANSVERSE SLOPE GUTTER SECTION <br />(FORMS MAY BE TILTED) <br />NOTES: <br />1. DIRECTION OF TIP -OUT GUTTER SLOPE TO MATCH DIRECTION OF ADJACENT PAVEMENT SLOPE. <br />2. PROVIDE TOOLED OR SAWN CONTRACTION JOINTS AT 10' SPACING, EXPANSION JOINTS AT 60' <br />MAXIMUM SPACING. <br />3. CONSTRUCT CURB AND GUTTER PER MNDOT 2531. <br />210 1 136 STYLE CURB AND GUTTER <br />NOT TO SCALE <br />12" MIN. <br />0 <br />6" DIA. GALVANIZED <br />• (D O <br />U <br />W <br />V) = L w <br />N ( Z <br />Z — = <br />STEEL PIPE WITH FIELD <br />• � <br />INTERNATIONAL SYMBOL OF <br />U oC <br />PAINT (COLOR TO BE <br />0 <br />ACCESSIBILITY PER ICC/ANSI <br />Q o, Lu <br />m L0 <br />' <br />V) Q rn N <br />c: ~ ri <br />Al 17.1, SECTION 703.6.3.1 <br />U ":t 1O <br />M <br />OWNER APPROVED) <br />SIGN SHALL BE CENTERED AT THE 2» <br />'0 <br />10 <br />Q w r a <br />U p w <br />0 <br />v <br />=oz <br />HEAD OF THE PARKING SPACE AND <br />Ute¢= <br />� 0<w V <br />PLACED A MAXIMUM 8 FEET FROM <br />METAL SIGN WITH LETTERING PER <br />m J\ <br />h L ~ Z <br />Lu <br />O~ Q Z <br />THE HEAD OF THE PARKING SPACE <br />ICC/ANSI A117.1, SECTION 703. <br />w <br />w <br />w � <br />169.346 WHITE LEGEND AND BORDER <br />CL� O <br />Lu <br />U <br />wwLu <br />UQ <br />O o J <br />18" PARKING <br />ON BLUE BACKGROUND, FULLY 48 <br />ui <br />9 <br />FILL W/ CONCRETE <br />0 <br />REFLECTORIZED. <br />m <br />MIN. VEHICLE ID <br />Lu <br />REQUIRED <br />UPTO$2200FINE <br />ATTACH 6" X 12" VAN ACCESSIBLE <br />1/2" EXPANSION JOINT WITH <br />FOR VIOLATION <br />SIGN TO POST IF APPLICABLE. SEE <br />Z <br />PREFORMED JOINT FILLER (AT <br />PLAN FOR LOCATIONS. <br />CONCRETE PAVING ONLY) <br />VAN <br />STEEL CHANNEL <br />FINISHED GRADE <br />ACCESSIBLE <br />P <br />SIGN P OST PER MNDOT <br />IL <br />IL <br />3401 <br />U <br />FINISHED GRADE <br />241 ACCESSIBLE SIGN AND CHANNEL POST <br />NOT TO SCALE <br />8' 6" 8" <br />2471 STEEL BOLLARD <br />NOT TO SCALE <br />ETE BASE (3,000 PSI) <br />1:1 SLOPE <br />OR FLATTER <br />N <br />0 <br />Q = E <br />• (D O <br />U <br />W <br />V) = L w <br />N ( Z <br />Z — = <br />Z <br />• � <br />U oC <br />Lu <br />0 <br />Ln <br />V' fV I= <br />Q o, Lu <br />m L0 <br />' <br />V) Q rn N <br />c: ~ ri <br />O Ln <br />U ":t 1O <br />M <br />r <br />Z � w <br />O = <br />'0 <br />10 <br />Q w r a <br />U p w <br />0 <br />v <br />=oz <br />Ute¢= <br />� 0<w V <br />N w Q w <br />Z::E ;__ <br />r <br />wCL <br />m J\ <br />h L ~ Z <br />Lu <br />O~ Q Z <br />w <br />Q w O <br />w <br />w <br />w � <br />CL� O <br />Lu <br />U <br />wwLu <br />UQ <br />O o J <br />W Q <br />ui <br />9 <br />Q <br />o <br />m <br />Lu <br />Z <br />O <br />IL <br />IL <br />U <br />rn <br />w <br />0 <br />Lu <br />LliQ <br />0 <br />Z � <br />O cn n - <br />c/7 w_ QO_ <br />Z ~ <br />Q Q <br />w <br />X n z <br />O <br />Z <br />Q <br />J <br />O <br />cn <br />w <br />w <br />LL.j� ^^vl // w =D <br />rJ = <br />!z=o <br />V% <br />LL LU Q <br />j w w <br />p <br />m <br />U Q <br />= <br />t/7 <br />JOB No: 171316 <br />DATE: 04/10/2018 <br />DRAWN BY: Cio <br />DESIGNED BY: ECR <br />SHEET: <br />C2,,3 <br />