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48 <br />131 <br />3" <br />(USE <br />FOR <br />R. <br />2-5/8" R. <br />4" CUR81 <br />S O <br />O <br />HORIZONTAL <br />R. <br />U <br />HORIZONTAL <br />LINE ---,/ <br />DESIGN <br />LINE <br />/ <br />DESIGN <br />/ '9 �10q <br />,IS EB <br />U <br />B <br />1.1/2" R. l <br />FOR 4" CURB <br />'�•, / <br />..-"7.- <br />01V <br />Ci) <br />V <br />,' <br />USE <br />1 <br />6" <br />1" R. <br />P" <br />112 <br />m <br />, <br />SAME SLOP <br />REVERSE SLOPE <br />(FORMS <br />R. <br />NOTES: <br />0 LONGITUDINAL <br />RIGID PAVEMENT <br />SEE STANDARD <br />INFORMATION. <br />O 6 <br />OTHERWISE SPECIFIED. <br />GUTTER SLOPE <br />MAY BE TILTED. <br />ROADWAY <br />GUTTER SECTION <br />MAY BE TILTED 1 <br />JOINT WHEN ADJACENT <br />OR BASE. <br />PLANS MANUAL FOR <br />R <br />IF A DIFFERENT <br />15 PERMITTED. THE <br />TO <br />JOINT <br />FORM <br />DESIGN B <br />W = 12' <br />W ' 18' <br />W ' 24' <br />w a 30" <br />W = 36' <br />z <br />o <br />CONCRETE <br />z <br />CONCRETE <br />z <br />0• <br />5 <br />w <br />0 <br />CONCRETE <br />z <br />0• <br />w 2 <br />0 <br />CONCRETE <br />" z <br />a <br />Ui2 <br />w <br />0 <br />CONCRETE <br />(A M' <br />y, cc t,- <br />• 0 - <br />0 J <br />(-I a <br />p> <br />2', <br />J 0 <br />h. <br />p CCLL <br />> w <br />•0.2te <br />V J <br />a <br />LLK> <br />w <br />.J w <br />2 F <br />aLL <br />>w <br />•.2 <br />a -' <br />r a <br />LL¢> <br />w <br />2j <br />J ' <br />I <br />O >KLL <br />w ' <br />=a2 <br />o J <br />- G <br />LLK> <br />w <br />20-e <br />J 0 <br />? O " <br />w r <br />jag <br />0 -.. <br />a <br />4 tt> <br />w <br />20-e <br />J 0 <br />DIMENSIONS <br />R <br />A <br />8 <br />4 <br />7 -3/8" <br />11-1/2" <br />8412 <br />0.0421 <br />23.8 <br />8418 <br />0.0529 <br />18.9 <br />8424 <br />0.0637 <br />15.7 <br />8430 <br />0.0745 <br />13.4 <br />8436 <br />0.0853 <br />11.7 <br />6 <br />8" <br />13 -1/2" <br />8612 <br />0.0474 <br />21.1 <br />8618 <br />0.0582 <br />17.2 <br />8624 <br />0.0690 <br />14.5 <br />8630 <br />0.0798 <br />12.5 <br />8636 <br />0.0906 <br />11.0 <br />8 <br />8 -5/8" <br />15-1/2" <br />8612 <br />0.0529 <br />18.9 <br />8818 <br />0.0637 <br />15.7 <br />8824 <br />0.0745 <br />13.4 <br />6830 <br />0.0853 <br />11.7 <br />0836 <br />0.0962 <br />10.4 <br />9 <br />9" <br />16 -5/8" <br />8912 <br />0.0559 <br />17.9 <br />8918 <br />0.0667 <br />15.0 <br />8924 <br />0.0775 <br />12.9 <br />8930 <br />0.0883 <br />11.3 <br />8936 <br />0.0991 <br />10.1 <br />10 <br />9 -3/8" <br />17 -5/8" <br />01012 <br />0.0589 <br />17.0 <br />81018 <br />0.0697 <br />14.4 <br />01024 <br />0.0805 <br />12.4 <br />81030 <br />0.0913 <br />11.0 <br />81036 <br />0.1021 <br />9.8 <br />W = 12' <br />W = 18' <br />W = 24' <br />W = 30' <br />W = 36' <br />DESIGN V <br />CONCRETE <br />CONCRETE <br />CONCRETE <br />CONCRETE <br />CONCRETE <br />�WLL <br />LLaay <br />N2 <br />0 <br />,M <br />a^ <br />0 _I_• <br />4pa> <br />tae <br />0 <br />WZ <br />a <br />OWLL <br />az <br />0 __j <br />L. <br />iae <br />0 <br />WZ <br />o <br />TW4 <br />a^ <br />0 _l_ <br />1..Wa> <br />tae <br />0 <br />W2 <br />a <br />AWL <br />•a2 <br />0 , <br />LLWa <br />2a� <br />-i 0 <br />DIMENSIONS <br />WZ <br />o <br />• ay <br />2de <br />H <br />A <br />8 <br />0 It <br />-2 0 <br />4 <br />6" <br />11 -3/8" <br />V412 <br />0.0396 <br />25.3 <br />V418 <br />0.0504 <br />19.9 <br />V424 <br />0.0612 <br />16.4 <br />V430 <br />0.0720 <br />13.9 <br />V436 <br />0.0828 <br />12.1 <br />6 <br />6" <br />13-3/8" <br />V612 <br />0.0426 <br />23.5 <br />V618 <br />0.0534 <br />18.7 <br />V624 <br />0.0642 <br />15.6 <br />V630 <br />0.0750 <br />13.4 <br />V636 <br />0.0858 <br />11.7 <br />8 <br />6" <br />15 -3/8" <br />V812 <br />0.0457 <br />21.9 <br />V818 <br />0.0565 <br />17.7 <br />V824 <br />0.0673 <br />14.9 <br />V830 <br />0.0781 <br />12.8 <br />V836 <br />0.0889 <br />11.3 <br />9 <br />6" <br />16 -3/8" <br />V912 <br />0.0472 <br />21.2 <br />V918 <br />0.0580 <br />17.2 <br />V924 <br />0.0688 <br />14.5 <br />V930 <br />0.0796 <br />12.6 <br />V936 <br />0.0904 <br />11.1 <br />10 <br />6" <br />17 -3/8" <br />V1012 <br />0.0487 <br />20.5 <br />V1018 <br />0.0595 <br />16.8 <br />V1024 <br />0.0703 <br />14.2 <br />V1030 <br />0.0811 <br />12.4 <br />V1036 <br />0.0919 <br />10,9 <br />APPROVED MARCH 11,1994 <br />/(74: C 7114--, <br />ACTING STATE DESIGN ENGINEER <br />STATE OF MINNESOTA <br />DEPARTMENT OF TRANSPORTATION <br />CONCRETE CURB AND GUTTER <br />DESIGN B AND DESIGN V <br />SPECIFICATION <br />REFERENCE <br />2531 <br />STANDARD <br />PLATE <br />NO. <br />71O0H <br />rVI nnrr <br />REVISION DATE <br />2 -28-05 <br />48 <br />131 <br />