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48 <br />131 <br />3" <br />(USE <br />FOR <br />006 <br />R. <br />G'\IC <br />2-5/8" R. % <br />4" CURB) <br />2Q <br />.,. ' <br />O <br />HORIZONTAL <br />3'•R, <br />0 <br />HORIZONTAL <br />LINE ' r ' <br />DESIIGN <br />LINE <br />DESIGN <br />• <br />., <br />/ Vt i\0 <br />0 SEp <br />B <br />1 -1/2" R. 1 <br />FOR 4" CURB <br />/ <br />,6 001 <br />jEp <br />V <br />USE <br />1 <br />6. <br />® <br />1" R. <br />V. <br />6 <br />_ <br />, <br />2, <br />p' <br />312 <br />p <br />SAME SLOPES <br />_._ <br />REVERSE SLOPE <br />FORMS <br />p. <br />NOTES: <br />0 LONGITUDINAL <br />RIGID PAVEMENT <br />SEE STANDARD <br />INFORMATION. <br />Q SLOPE <br />HERW <br />GUTTER SLOPE <br />MAY BE TILTED. <br />ROADWAY <br />GUTTER SECTION <br />MAY BE TILTED ) <br />JOINT WHEN ADJACENT <br />OR BASE. <br />PLANS MANUAL FOR <br />F A DIFFERENT <br />I5 PERMITTED, THE <br />TO <br />JOINT <br />FORM <br />DESIGN B <br />w = 12' <br />W =18' <br />W= 24' <br />w = 30" <br />W = 36' <br />z <br />NO <br />1.0 L <br />0 <br />CONCRETE <br />z <br />NO <br />W 2 <br />CONCRETE <br />z <br />NO <br />J 2 <br />0 <br />CONCRETE <br />z <br />NO <br />0 <br />CONCRETE <br />2 <br />NO <br />W 2 <br />0 <br />CONCRETE <br />06W <br />Y W <br />•aJ <br />U <br />t,.d,99. <br />Za W' <br />'0 <br />ap4 <br />" W <br />6Z <br />0 ,j <br />L,z» <br />W <br />ia. <br />0 <br />04 <br />?..z <br />6Z <br />U - <br />L.6e <br />zo_ <br />J U <br />.. <br />06.W <br />Y W <br />•61 <br />U <br />• <br />u- 171>-. <br />W <br />zo- <br />0 <br />>64 <br />Y <br />'6j <br />0 <br />, <br />u- 33 <br />z6j <br />J 0 <br />DIMENSIONS <br />11 <br />A <br />B <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 />6424 <br />0,0637 <br />15.7 <br />6430 <br />0.0745 <br />13.4 <br />6436 <br />0.0653 <br />11.7 <br />6 <br />8" <br />13 -1/2" <br />6612 <br />0.0474 <br />21.1 <br />6618 <br />0.0582 <br />17,2 <br />6624 <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 />6 -5/8" <br />15 -1/2" <br />8812 <br />0.0529 <br />18.9 <br />8818 <br />0.0637 <br />15.7 <br />6824 <br />0.0745 <br />13.4 <br />8830 <br />0.0853 <br />11.7 <br />6836 <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 />6924 <br />0.0775 <br />12.9 <br />8930 <br />0.0883 <br />11.3 <br />6936 <br />0.0991 <br />10.1 <br />10 <br />9 -3/8" <br />17-5/8" <br />81012 <br />0.0589 <br />17,0 <br />81018 <br />0.0697 <br />14.4 <br />61024 <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 />v9 <br />YcL. <br />W6� <br />NZ <br />0 <br />?6W <br />.°W'z <br />u 4 <br />W6•» <br />za. <br />4 <br />0z <br />o <br />Y6'4 <br />Paz <br />u 4 <br />460» <br />i -s <br />4 u <br />y,2 <br />o <br />(>3_ CC L' <br />day <br />U -+ <br />W6a <br />zap <br />W u <br />uI2 <br />o <br />Y64 <br />jaz <br />u J-J <br />W60 <br />_aj <br />u <br />DIMENSIONS <br />o <br />zap <br />H <br />A <br />8 <br />Paz <br />0 - <br />-1 u <br />4 <br />6" <br />11 -3/8" <br />V412 <br />0.0396 <br />25.3 <br />V416 <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 />12.13 <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 />/G241 <br />ACTING STATE DESIGN ENGINEER <br />STATE OF MINNESOTA <br />DEPARTMENT OF TRANSPORTATION <br />CONCRETE CURB AND GUTTER <br />DESIGN 8 AND DESIGN V <br />SPECIFICATION <br />REFERENCE <br />2531 <br />STANDARD <br />PLATE <br />NO. <br />7 I O O H <br />REVISION DATE <br />2 -28 -OS <br />48 <br />131 <br />