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-A. <br />%2 11 PER FT yy` f2 `PER FT. <br />15' MtN. I/q'RAD. <br />I "RAD. 3 fi" <br />�4 JOINT SEALED WITH <br />BAR RECESS ASPHALT TYPE JFA" EDGE OF PAVEMENT <br />RAD BAR RECESS V RAD. _ nl I/4"RAD. AR RECESS <br />779 j� --.9: •°. ,+, aPAV EMENT°• ',a - - .'e -.'.--Q-•:4-... 'o. - �,-n-'-,.. .'+; •a•, •a- �, <br />PAVEMENT o v" <br />+' 3, a. e :,.d %2" 0 3'- 0" T!E BARS QD 63' CTRS. <br />IB 1/2" 3'= Cr TIE BARS cQ 3. CTRS. <br />- �-6"�••� 3'-Q" TIE BARS @ 3' CTRS. <br />W <br />CONCRETE PER L. F. = C.0756 CU -YDS. <br />NOTE} "H" SHALL BE 6" UNLESS OTHERWISE INDICATED NOTE. `H SHALL BE 6" UNLESS OTHERWISE INDICATED <br />ON PLAN OR PROFILES. ON PLAN OR PROFILES. TY PE C <br />MAX. VALUE OF 'H+= 9'— MIN.VALUE OF "H"= 3Y2 MAX. VALUE OF "H"" 9" — MIN. VALUE OF*H'c 3�� <br />CONCRETE GUTTER , <br />TYPE A TYPE B <br />JOINT SEALED WITH <br />COMBINATION CURB AND GUTTER CONCRETE CURB_ �6" ASPHALT TYPE JF4 /2'4 S-O'TIE BARS3'CTRS. <br />VARIABLE VARIABLE 3 "a., • ; .".'° a + <br />BRAD. . PAVEMENT.-: o' <br />EDGE OF PAVEMENT. CONSTRUCTION 'JOINT <br />BAR RECESS <br />I I I I 1 i i O <br />CONCREETE\,FLUME <br />BASIN . I A <br />I ` J <br />3�-0'"TIE BARS t� 3' CTRS. -� <br />\\\ TYPE D <br />a'- a" RADIUS MIN. a CONCRETE CURB (RURAL) <br />EDGE OF 5HOULrERor- <br />GENERAL CONSTRUCTION NOTES <br />THIS DESIGN MAY BE MODIFIED TO . p DETAILS OF CONSTRUCTION NOT SHOWN SHALL BE IN <br />ACCORDANCE WITH THE PERTINENT REQUIREMENTS OF <br />MEET CONDITIONS IN THE FIELD. ~,Q CONCRETETHE STANDARD AND THE PERTINENT SPECIFICATIONS. <br />CONCRETE IN FLUME PER L.F.=0.0833 CU.YOS. _ _ -FLUME'' <br />STEEL IN FLUME PER LF= 2.00 POUNDS. - CURB AND CURB AND GUTTER Tp HAVE SEPARATOR <br />1/z BARS PLATE JOINTS NOT LESS THAN 6' NOR MORE THAN '10' <br />y 8 36 APART, WITH A JOINT IN LINE WITH EACH ADJACENT PAVE - <br />PLAN Y4RAD.� 6" - 24' 6 MENT CONTRACTION JOINT IN ADDITION TO EXPANSION <br />EDGE OF %2 3-0" TIE BARS 3' CTRS. � 3"RAO 3"RAD. <br />JOINTS AS REQUIRED BY THE STANDARD SPECIFICATIONS. <br />PAVEMENT 6 I4 RAD. c_v o -:.� ',., 4 • .-0. ay4RAa <br />1 STANDARD DESIGN <br />3"RA 6 m :.: -.: • :,: p CONCRETE CURB, GUTTER, COMBINATION <br />a: CONCRETE`•FLUM'§A5l.N I CURB a GUTTER, SURFACE DRAIN <br />a " -°• "� CUT-OFF WALL 6" THICK STATE HIGHWAY COMMISSION OF WISCONSIN <br />BAR. RECESS CD TO BE PLACED AT END RECCMMENDED FOR APPROVAL, <br />OF FLUME, <br />SECTION A -A CONCRETE IN CUT-OFF -- <br />WALL = 0.0835 CU- YDS. coNSTRucrioN ENGINEER <br />SECTION B—B APPROVED <br />INLET OR DISCHARGE FOR STANDARD CURB AND GUTTER SURFACE DRAIN, DATE--- ------ <br />Y STATE HIGHW <br />DRAw3VAY ENG EER <br />GHEGKED08Y: <br />w <br />