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HALF PLAN VIEW <br />HALF SECTION A -A <br />TONGUE <br />SROOVE <br />HALF PLAN VIEW <br />DINT <br />HALE -Pt A: VIE%V <br />BATTER BLOCKS MORTAR <br />_TT___ <br />w o o:_ o•'-� \ STANDARD 2•_O' '.' <br />al. m d -2 0_ <br />` -T6 <br />w i <br />w ¢ mf / B�OChS <br />- <br />o' wao -o BEVEL <br />4 BA <br />Cr <br />�MBEO STEEL 0i CL <br />HALF PLAN VIEW FROM BOTTOM OF <br />COVER <br />--N0.4 BARS <br />NF CONC <br />'PER SEOTO'I <br />n - a BLOCKS <br />PIPREtE SECVF. CONICTIONS x = <br />m Wo a v <br />a Z D O <br />r 4.0. z 4'-0 <br />o, 3 <br />�._4 <br />OOmw If 12' <br />O z� O 0 <br />Df A. 4"B" (2 XWA LLTHICK NES51_y"__-.- ---�-- W Li TH!^N'IESSI �\ <br />SECTION B -B <br />SECTION B -B SECTION B -B SECTION 8-B <br />BRICK CONCRETE CONCRETE BLOCK REINF CONC. CULVY PIPE REINFORCED CONCRETE <br />TYPE I <br />i NO 4CIRCULAR BARS NO.4 BARS 4"CC <br />N048ARS 5"CCS j --\ NO 4BARS �` _ ____ _ _ail <br />/ 1 NO, 4 BARS 3" C.C. <br />HALF PLAN SHOWING REINFORCEMENT HALF PLAN SHOWING <br />IN CAP FOR CIRCULAR j - REINFORCEMENT IN <br />CATCH BASINS CAP FOR SQUAREI <br />\ CATCH BASIN ( jl <br />B B B B o. <br />TONGUE B CORE JOI'IT <br />GROOVE J01�`!T-- ''� <br />SECTION A -A --NO..4 BARS 5%C —� SECTION A -A NO.4 BARS 5" CC SECTION A -A SECTION A -A —No 4 BARS <br />0' <br />4"C.C. <br />-�-� ,f_ 2'-0" PRE -CAST CONCRETE 7 <br />2' <br />Dlq. PRE -CAST CONCRETE--� DIA. -' �- J_'... DIA,-� CAP -� '�-DIA--� �- <br />1 �- _T ¢ m <br />REINF CONC <br />PIPE SECTIONS <br />0 0. <br />i <br />A ollw m o �C q l 6' A A A n A A <br />o" z <br />r <br />0 L1\ III._ 3 0, �a o as <br />0 ANY <br />='z o03 <br />x z <br />r11 z o�ao <br />z 11 <br />o w <br />Li <br />01,0 m= <br />N Z <br />oLL <br />s <br />T o m fm am N <br />4"--4 <br />"DIA, 3' - BTI. (2%WALL THICKNESS) <br />SECTION B -B <br />- BRICK CONCRETE <br />�, � I�•A. 3''8"'(2X WAL�TM10KN SS) -, m 4'-4" " <br />SECTION_8_8 SECTION 8-13 SECTION B -B <br />CONCRETE BLOCK REINF. CONIC. CULV T PIPE - REINFORCED CONCRETE <br />TYPE 2 <br />''/BED STEEL !`2" CLEAR FROM <br />BOTTOM OF COVER <br />-NO. 4 BARS 6"C, C. <br />pm _-T--r-_�'._ _ ____�___.____C___.� NO, 4BARS <br />o o! 1— -HB <br />"' <br />tl4-10" <br />11 �-NO.4 BARS 12 C.C. ,m <br />a _ u'--------------- --�j <br />m _ <br />z 2'-3_ <br />—�� TOP VIEW <br />-N0.4 BARS I?"CC. OTO 15' DEPTH <br />1!0. 5 BARS 1 C.C. 15' TO 25' DEPTH <br />Z <br />Z� <br />o" <br />J _ <br />VU <br />s2 <br />'+ a <br />my <br />zz <br />SECTION B -B <br />TYPE 4 <br />40.4 BARS 12"C_.— <br />� T <br />SECTION A -A SECTION A -A <br />t t <br />—A A A <br />REINF CONC <br />PIPE SECTIONS I`- <br />ds <br />o <br />m � o <br />O <br />3 4" <br />SECTION Er -13 SECTION B -B <br />REINF. CONC. CULV'T PIPE REINFORCED CONCRETE <br />TYPE 3 <br />'.MBED STEEL II/Z CLEAR FROM <br />BOTTOM OF COVER j� <br />6 12" N0.4 BARS <br />0 <br />1 FLOW UNE OF GUTTER J -� <br />�J ml <br />TOP VIEW I`6" <br />`NO.4 BARS 1Z%C. <br />SECTION B -B <br />TYPE 5 <br />CONSTRUCTION NOTES <br />DETAILS RELATIVE TO THESE ITEMS SHALL CONFORM TO THE <br />PERTINENT REO'JIREMENTS OF TME STANDARD SPECIFICATIONS ANO THE <br />APPLICABLE SPECIAL PROVISION <br />VARIATIONS I.I DIMENSIONS AND D SJ-, 1 W.LL BE PERMISSABLE PROVIDING <br />EQUIVALENT CAG ITY AND STREJ.TH ARE ATTAINED, <br />AR IGE',i E -1T AND NUMBER 7 ' JLETS AND DISCHARGE PIPES SHALL <br />rONFOR. f TO THE NEEDS OF THE PERTINENT .T LOCATION <br />rr"RU„TURES ARE CALLED FOR ON THE PLANS AS 'ITCH BA S'15 -A" <br />CAH BASINS 2-C" ETC, THE 1U.IFRAL OES ;NATES THE OPTIONAL `dA50N- <br />RY PORTION OF THE STRUCTURE AND THE LETTER DESIGNATES THE <br />FIXTURE TO BE USED THERE ON. <br />REINFORCED CONCRETE TOPPER SECTION, 45 SHOWN FOR TYPE I <br />REINF CONC. CU LV T PIPE CATCH BASIN MAY BE USED AS AN ALTERNATE <br />CONE ON TYPE I BRICK, CONCRE-E OR CONCRETE BLOCK CATCH BASINS, <br />WHEN ANY STRUCTURE IS CONSTRUCTED OF CONCRETE, CONCRETE <br />BLOCK OR REINF. CONC. CULV'T PIPE, THE TOP OF THE MASONRY SHALL BE <br />LEFT SUFFICIENTLY LOW TO PERMIT PROPER ADJUSTMENT OF COVER TO <br />GRADE BY THE USE OF MORTAR AND BRICK. <br />BAR STEEL REINFORCEMENT SHALL BE IMBEDDED : I/Z" <br />CLEAR. <br />CONSTRUCTION JOINTS IN CONCRETE CATCH BASINS TO <br />BE PLACED WHERE SHOWN OR AT TOP OF FLOOR, <br />CATCH <br />BASINS <br />o <br />j <br />STATE HIGHWAY COMMISSION OF WISCONSIN ' <br />RECOVYENDED FCR APPROVAL <br />47-5-63 <br />n �_Ii <br />DATE - <br />ENGINE CF DESIGN r� <br />APPROVED: <br />- <br />%2 ..T <br />- <br />DATE <br />STATE H: GHWAY EN INFER <br />PLATE 5-3.3.2 <br />