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- ,� <br />v:. p <br />♦ P <br />R4p \'L P <br />DISCHARGE °'°°i•A +` ` ` F <br />PIPE <br />•4• '� '� MEASURE <br />- STORM SEWER <br />BEGINNING AT <br />PLAN VIEW THIS POINT <br />B' 2'-0' DIAM. B' <br />z ,..: Zz DIA .III <br />J <br />p = MONOLITH o LAY OR SHALE <br />h < CONC. GRADE 'AA' SEWER BRICK OR <br />H s ALTERNAT ,y CCOONICCRNAW BLDG. <br />x <br />;L A'.A' <br />ARGE <br />c DISCP PA�'-, .. a <br />I:.CONCRETE:s � <br />f <br />3'-0' M DIAMETER <br />ELEVATION VIEW <br />SHOWING DETAILS FOR MONOLITHIC CONCRETE, CLAY OR <br />SHALE SEWER BRICK, OR CONCRETE BUILDING BRICK <br />ALTERNATES FOR <br />INLET TYPE I <br />• >..•A <br />MEASURE STORM <br />ATSEWERBEGINNING <br />POINT RG, ♦- -� c <br />•' -q' <br />- MEASURE <br />PLAN VIEW <br />Di•FCH Cd KE <br />3� <br />PRATE LANS ELEV. SHOWN <br />STORM SEWER <br />' ' : • : ,• <br />I <br />�` <br />BEGINNING <br />AT THIS POINT <br />Y <br />? <br />♦` i <br />\♦1 <br />B' <br />♦♦ <br />DISCHARGE _ <br />PLAN <br />VIEW <br />DIRECTION OF FLOW <br />\PIPE <br />' <br />MONOzz z <br />LITHIC o:! CLAY OR SHALE < <br />CONCRETE GRADE'AA' - SEWER BRICK OR a n <br />ALTERNATE CONC. SLOG. BRICK = z <br />ALTERNATE F O <br />:°v a <br />I1 <br />nZ <br />PIPECDIS-CHARIG4 DISCHARGE i <br />PIPE '^ <br />I <br />CONCRETE .,, --GRADE <br />'AA' -•' - <br />s <br />ELEVATION VIEW <br />SHOWING DETAILSFOR MONOLITHIC CONCRETE, CLAY OR SHALE <br />SEWER BRICK, OR CONCRETE BUILDING BRICK ALTERNATES FOR. <br />INLET TYPE 3 <br />PLAN VIEW <br />NO. 6 WELDED STEEL <br />WIRE FABRIC fi C* <br />j DISCHARGE <br />s PIPE <br />2 <br />MEASURE <br />° STHIS POINT <br />TORM SEWER <br />2' -IO" _I BEGINNING AT <br />ELEVATION VIEW <br />SHOWING DETAILS FOR PRE -CAST CONCRETE <br />ALTERNATE FOR <br />PLAN VIEW <br />ELEVATION VIEW <br />SHOWING DETAILS FOR PRECAST CONCRETE <br />ALTERNATE FOR <br />.p �♦�. A <br />25' <br />� a <br />s ARE <br />ou <br />y <br />SHORT RADIUS OR CUT d s <br />ELBOW FITTING ` p 'A , <br />p. <br />' A a <br />' A <br />- A CONCRETE <br />•4 `. p. ` d A 1 1. .,'.q BASE <br />° <br />INLET TYPE 2 <br />3/4" <br />TCH <br />A SEWER <br />WING AT <br />POINT <br />PLAN VIEW <br />Di•FCH Cd KE <br />3� <br />PRATE LANS ELEV. SHOWN <br />ON SLOPE. OFWARD FLOW DIRECTION <br />54OPo� 42Z <br />3' <br />GRATE ELEV. SHOWN <br />SLOPE TOWARD DIRECTION; <br />LIKE <br />ON PLANS <br />OF FLOW <br />- NORMAL FLOW LRR <br />♦ <br />,•A <br />43 <br />DIRECTION OF FLOW <br />4 . <br />a <br />•'� <br />�H <br />_DED STEEL <br />RIC 6"C:C DITCH LINE <br />= <br />--- <br />—_ _ <br />I <br />I <br />DESIRABLE <br />MI N. <br />I'-0" <br />v <br />y <br /><a <br />DESIRABLE <br />I' <br />xo <br />•• <br />I <br />MIN. <br />A <br />4 <br />o <br />z <br />CULVERT <br />° <br />'� <br />4 REINF. B RS <br />1RGE <br />. <br />• <br />SPACED 12e C.C. BOTH WAY; <br />p.' <br />e. <br />r <br />O <br />2.. <br />p. <br />,•,4 <br />. B' <br />A <br />DPIIE <br />A. "•I: <br />2 <br />.,'• A <br />• <br />SIDE <br />ELEVATION <br />AI <br />I• p <br />12' C.C. BOTH WAYS <br />INLET <br />TYPE 8 <br />per's . •• <br />1. 'A <br />SIDE ELEVATION <br /># a REINF. BARS <br />SPACED 16;" C.C. O' TO 15' DEPTH <br />6' C.C. 15' TO 25' DEPTH <br />INLET TYPE 9 <br />PLAN VIEW <br />GENERAL NOTES: j <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 1-A <br />NORMAL FLOW LINE DITCH "INLETS 2-R", ETC., THE NUMBER DESIGNATES THE MASONEiY <br />PORTION OF THE STRUCTURE AND THE LETTER DESIGNATES <br />SLOP THE COVER TO BE USED THEREON. <br />INLETS <br />STATE HIGHWAY COMM/SS/ON O W/SCANSIN <br />RECOMMENDED FOR APPROVAL <br />_i <br />DATE INFER OF DESIGN <br />APPROVED: <br />DATE STATE H A <br />• IGHWAY ENGINEER <br />PLATE NO. 5-3.5.2 <br />I <br />1 <br />Di•FCH Cd KE <br />3� <br />PRATE LANS ELEV. SHOWN <br />ON SLOPE. OFWARD FLOW DIRECTION <br />54OPo� 42Z <br />DIRECTION OF FLOW_ <br />1 <br />A•` <br />AITCH LINE <br />o <br />•° <br />e q <br />- NORMAL FLOW LRR <br />♦ <br />,•A <br />4 . <br />a <br />•'� <br />�H <br />ow <br />2'-6' <br />DESIRABLE <br />MI N. <br />nz <br />0 <br /><a <br />A. <br />• <br />xo <br />•• <br />I <br />x4 REINF. BARS <br />B' <br />CULVERT <br />'•8�, <br />SPACED 12' C:C BOTH WAYS <br />PIPE <br />• <br />2' <br />FLOOR ELEV., <br />SIDE <br />ELEVATION <br />°•4REINF. BARS SPACED <br />12' C.C. BOTH WAYS <br />INLET <br />TYPE 8 <br />GENERAL NOTES: j <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 1-A <br />NORMAL FLOW LINE DITCH "INLETS 2-R", ETC., THE NUMBER DESIGNATES THE MASONEiY <br />PORTION OF THE STRUCTURE AND THE LETTER DESIGNATES <br />SLOP THE COVER TO BE USED THEREON. <br />INLETS <br />STATE HIGHWAY COMM/SS/ON O W/SCANSIN <br />RECOMMENDED FOR APPROVAL <br />_i <br />DATE INFER OF DESIGN <br />APPROVED: <br />DATE STATE H A <br />• IGHWAY ENGINEER <br />PLATE NO. 5-3.5.2 <br />I <br />1 <br />