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a'2p,R <br />40, <br />4 <br />d'r •. <br />DISCHARGE ,:a •r <br />PPE <br />N .d. <br />PLAN VIEW <br />ELEVATION VIEW <br />SHOWING DETAILS FOR MONOLITHIC CONCRETE, CLAY OR <br />SHALE SEWER BRICK, OR CONCRETE BUILDING BRICK <br />ALTERNATES FOR <br />e' <br />MEASURE STORM B <br />SEWER BEGINNING o <br />AT THIS POINT <br />d <br />�aO4 <br />D\Op PE A ' ' <br />°: <br />S" <br />PLAN V <br />INLET TYPE <br />PLAN VIEW <br />NO. 6 WELDED STEEL <br />li Vii- 'EIRE FABRIC 6'C:C <br />ROUT <br />n <br />�71 <br />IPCHARGE <br />E <br />21 <br />MEASURE <br />._ STORM SEWER <br />2. toy I BEGINNING AT <br />�-i THIS POINT <br />ELEVATION VIEW <br />SHOWING DETAILS FOR PRE -CAST CONCRETE <br />ALTERNATE FOR <br />■ <br />MEASURE <br />STORMSEWER 2" " <br />BEGINNING <br />AT THIS POINT <br />CHARGE <br />E <br />PLAN VIEW <br />' \\ 23• a. <br />5OUA RE , •, .. <br />SHORT RADIUS OR CUT A A <br />ELBOW FITTING, d •A <br />a a as <br />' - 3 CONCRETE <br />4 i -a ' BASE <br />d a <br />INLET TYPE 2 <br />3/4" <br />TC H <br />""--- - <br />DISCE GE <br />MON011T <br />HIC <br />CLAY OR SHALE <br />PIPE <br />CONCRETE GRADE 'Aa- <br />— <br />SEWER BRICK OR a <br />a. <br />ALTERNATE <br />CONC, BLDG, BRICK <br />z <br />' - <br />w <br />ALTERNATE x <br />0 <br />I ' <br />• THIS POINT <br />- <br />O15CHARA 1 <br />DISCHARGE <br />i <br />.PIPE 1 <br />a <br />'*'' PIPE - <br />S. <br />m <br />I L- <br />7 I <br />I <br />'OCONCRETE.'� <br />-GRADE 'AA' - <br />w <br />p _ p <br />ELEVATION VIEW <br />SHOWING DETAILS FOR MONOLITHIC CONCRETE, LLAT OR SHALE <br />SEWER BRIOX, OR CONCRETE BUILDING BRICK ALTERNATES FOR <br />6'-4" <br />INLET TYPE 3 <br />PLAN VIEW <br />' \\ 23• a. <br />5OUA RE , •, .. <br />SHORT RADIUS OR CUT A A <br />ELBOW FITTING, d •A <br />a a as <br />' - 3 CONCRETE <br />4 i -a ' BASE <br />d a <br />INLET TYPE 2 <br />3/4" <br />TC H <br />""--- - <br />DISCE GE <br />PLAN VIEW <br />PIPE <br />GRATE ELEV. SHOWN <br />SLOPE TOWARD DIRECTION'.=I'C+::i <br />NORM. <br />MECRM <br />II <br />1 <br />I <br />II <br />II <br />I <br />_ASUVS <br />GROUT ST EWER <br />BEGINNING AT <br />I ' <br />• THIS POINT <br />- <br />ELEVATION VIEW <br />SHOWING DETAILS FOR PRE -CAST CONCRETE <br />ALTERNATE FOR <br />I I " <br />1 I <br />N�I <br />N I <br />I <br />_� j{{'�'��IIIIqI 11�1�IgIIIIITIjjI�IIII <br />FL DITCX <br />PLAN VIEW <br />Oi. C:; Oi::E ^ 3 <br />GRATE ELEV. SHOWN DN SLOPE TOWARD DIRECTION-DpE't`c�'r\i,J,�.•�—,,,,y <br />PLANS OF FLOW A:1 5.�'..•+.c.`.te.-..4c`c..,.�:fPGf?SLOPF <br />DIHECTION OF FLOW 1 ;1 NORMAL FLOW LINwE <br />LW'n <br />DITCH LINE v a! <br />ITCH <br />° Ia <br />r . <br />DESIRABLE <br />i2 G A 12.- <br />6" MIN. <br />rn a 2" <br />?p ;, *"4 REINF. BARB <br />B"I1 CULVERT 6 SPACED 12" CS BOTH WAYS <br />d 1A PIPE <br />FLOOR ELEvA d"0 <br />SIDE ELEVATION iL1 REINF' 9Afl5 SPACED <br />12" C.C. BP TH WAIS <br />INLET TYPE 8 <br />GENERAL NOTES: <br />DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP <br />NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE <br />PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS <br />AND THE APPLICABLE SPECIAL PROVISIONS. <br />ARRANGEMENT, SIZE AND NUMBER OF INLET AND DISCHARGE <br />PIPES SHALL CONFORM TO THE NEEDS OF THE PERTINENT <br />LOCATION. <br />INLETS ARE CALLED FOR ON THE PLANS AS "INLETS I–A , <br />Flow LINE DITCH "INLETS 2–R°, ETC., THE NUMBER DESIGNATES THE MASONRY <br />PORTION OF THE STRUCTURE AND THE LETTER OESIGNATES <br />THE COVER TO BE USED THEREON. <br />INLETS <br />STATE HIGHWAY COMMISSION OF WISCONSIN <br />RECOMMENDED FOR APPROVAL <br />DATE <br />%1 WEER OF DESIGN <br />APPROVED: l <br />DATE ?- STATE HIGHWAY ENGINEER <br />PLATE NO. 5-3.5.2 <br />F <br />PLAN VIEW <br />GRATE ELEV. SHOWN <br />SLOPE TOWARD DIRECTION'.=I'C+::i <br />NORM. <br />ON PLANS 1 <br />OF FLOW <br />DIRECTION OF FLOW <br />T6 TC:C DITCH LINE <br />zJ <br />7 I <br />I <br />DESIRABLE <br />MIN. <br />A <br />6'-4" <br />dl• <br />•.A.-6 <br /># 4 REINF. B{ RS <br />_ <br />.lea'.• <br />.�. <br />SPACED 12 C.C. BOTH WAYS <br />e" <br />CULVERT <br />A:.• <br />A : <br />� 2, Pi PE <br />A <br />��' <br />. <br />SIDE ELEVATION <br />4 REINF. BARB <br />SPACED 12" L -C- 0' TO IS' DEPTH - <br />6" G.L. 15' TO 25' DEPTH - <br />L <br />a <br />I <br />INLET TYPE 9 <br />I I " <br />1 I <br />N�I <br />N I <br />I <br />_� j{{'�'��IIIIqI 11�1�IgIIIIITIjjI�IIII <br />FL DITCX <br />PLAN VIEW <br />Oi. C:; Oi::E ^ 3 <br />GRATE ELEV. SHOWN DN SLOPE TOWARD DIRECTION-DpE't`c�'r\i,J,�.•�—,,,,y <br />PLANS OF FLOW A:1 5.�'..•+.c.`.te.-..4c`c..,.�:fPGf?SLOPF <br />DIHECTION OF FLOW 1 ;1 NORMAL FLOW LINwE <br />LW'n <br />DITCH LINE v a! <br />ITCH <br />° Ia <br />r . <br />DESIRABLE <br />i2 G A 12.- <br />6" MIN. <br />rn a 2" <br />?p ;, *"4 REINF. BARB <br />B"I1 CULVERT 6 SPACED 12" CS BOTH WAYS <br />d 1A PIPE <br />FLOOR ELEvA d"0 <br />SIDE ELEVATION iL1 REINF' 9Afl5 SPACED <br />12" C.C. BP TH WAIS <br />INLET TYPE 8 <br />GENERAL NOTES: <br />DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP <br />NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE <br />PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS <br />AND THE APPLICABLE SPECIAL PROVISIONS. <br />ARRANGEMENT, SIZE AND NUMBER OF INLET AND DISCHARGE <br />PIPES SHALL CONFORM TO THE NEEDS OF THE PERTINENT <br />LOCATION. <br />INLETS ARE CALLED FOR ON THE PLANS AS "INLETS I–A , <br />Flow LINE DITCH "INLETS 2–R°, ETC., THE NUMBER DESIGNATES THE MASONRY <br />PORTION OF THE STRUCTURE AND THE LETTER OESIGNATES <br />THE COVER TO BE USED THEREON. <br />INLETS <br />STATE HIGHWAY COMMISSION OF WISCONSIN <br />RECOMMENDED FOR APPROVAL <br />DATE <br />%1 WEER OF DESIGN <br />APPROVED: l <br />DATE ?- STATE HIGHWAY ENGINEER <br />PLATE NO. 5-3.5.2 <br />F <br />