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PIPE <br />MEASURE <br />SEWER BEC <br />AT THIS PC <br />8" 2'-0" DIDIA I I <br />o <br />Z OIAM. <br />3t W� III <br />30 Z MONOLITHI o CLAY OR SHALE <br />N < CONC. GRADE 'AA' -I SEWER BRICK OR <br />ALTERNAT CONC.BLDG. BRICK <br />ut A. w ALTERNATES <br />a I <br />0 IC <br />a $ _ <br />c DIS CHAApipRG'�, a l PI?EHARGE <br />- s <br />� j I <br />COrlCRETE'� 'G RADE AAS` <br />i Iv. <br />f <br />3'-0° 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 />18' <br />PLAN V <br />MEASURE <br />STORM SEWER <br />BEGINNING <br />AT THIS POINT <br />CHARGE <br />'E <br />ii i <br />MONOLITHIC wow CLAY OR SHALE a <br />CONCRETE GRADE 'AA' SEWER BRICK OR alfa <br />ALTERNATE CONC. BLDG. BRICK <br />,y - ALTERNATE Fp <br />a Z <br />3 <br />F <br />a +h DISCHARGE o <br />3PEARGI u 'vim i PIPE u' <br />ts; <br />L_ � <br />°CONCRETE ° a: GRADE AA' ml <br />EL��EVATION 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 />DISCHARGE <br />_PIPE <br />NO. 6 WELDED STEEL <br />WIRE FABRIC fi"C:C <br />a I <br />J it <br />r¢MI Z <br />IZ � III GROUT <br />s_ <br />3 <br />pilo '. <br />1 j i DISCHARGE <br />PIPE <br />f 2 ` <br />MEASURE <br />STORM SEWER <br />' 20-10" ° BEGINNING AT <br />�•i THIS POINT <br />ELEVATION VIEW <br />SHOWING DETAILS FOR PRE -CAST CONCRETE <br />ALTERNATE FOR <br />-�- GROUT I <br />'---------i DISCHARGE <br />PIPE <br />°e O, <br />2" GROUT MEASJRF <br />STCRM FEWER <br />f - BEGINNING AT <br />THIS POINT <br />.y <br />PLAN VIEW <br />25' A <br />e : SQUARE A. ° <br />SHORT RADIUS OR CUT G A <br />[ELBOW FITTING A •.A <br />' v A <br />A' A <br />A , <br />A, <br />MEASURE STORM A.Q A 4 <br />SEWER CONNECTION _ - A� <br />FROM THIS LINE 4. A <br />INLET TYPE 2 <br />6'-8" <br />.I I� <br />I II <br />PLAN VIEW <br />CONCRETE <br />BASE <br />3/4" <br />TCM <br />GRATE ELEV. SHOWN <br />ON PLANS <br />:A <br />-- SLOPE TOWARD DIRECTION <br />OF FLOW, <br />ON SLOPE TOWARD DIRECTION <br />OF FLOW <br />:.°d <br />P y,.� <br />T --•i 4 <br />DIRECTION OF FLOW_ <br />.. <br />, 20. <br />PO <br />C "a. <br />': a <br />"- <br />?e< <br />z" <br />ZRMAL FLOW L'Nt <br />BOTCH <br />O PEHARGE <br />elu <br />H--2'_6'• <br />2' <br />_a. <br />'A• <br />F!p <br />MEASURE <br />CULVERT '. <br />� <br />- - <br />STORM SEWER <br />I,z '• <br />BEGINNING AT <br />PLAN <br />VIEW <br />THIS POINT <br />8" 2'-0" DIDIA I I <br />o <br />Z OIAM. <br />3t W� III <br />30 Z MONOLITHI o CLAY OR SHALE <br />N < CONC. GRADE 'AA' -I SEWER BRICK OR <br />ALTERNAT CONC.BLDG. BRICK <br />ut A. w ALTERNATES <br />a I <br />0 IC <br />a $ _ <br />c DIS CHAApipRG'�, a l PI?EHARGE <br />- s <br />� j I <br />COrlCRETE'� 'G RADE AAS` <br />i Iv. <br />f <br />3'-0° 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 />18' <br />PLAN V <br />MEASURE <br />STORM SEWER <br />BEGINNING <br />AT THIS POINT <br />CHARGE <br />'E <br />ii i <br />MONOLITHIC wow CLAY OR SHALE a <br />CONCRETE GRADE 'AA' SEWER BRICK OR alfa <br />ALTERNATE CONC. BLDG. BRICK <br />,y - ALTERNATE Fp <br />a Z <br />3 <br />F <br />a +h DISCHARGE o <br />3PEARGI u 'vim i PIPE u' <br />ts; <br />L_ � <br />°CONCRETE ° a: GRADE AA' ml <br />EL��EVATION 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 />DISCHARGE <br />_PIPE <br />NO. 6 WELDED STEEL <br />WIRE FABRIC fi"C:C <br />a I <br />J it <br />r¢MI Z <br />IZ � III GROUT <br />s_ <br />3 <br />pilo '. <br />1 j i DISCHARGE <br />PIPE <br />f 2 ` <br />MEASURE <br />STORM SEWER <br />' 20-10" ° BEGINNING AT <br />�•i THIS POINT <br />ELEVATION VIEW <br />SHOWING DETAILS FOR PRE -CAST CONCRETE <br />ALTERNATE FOR <br />-�- GROUT I <br />'---------i DISCHARGE <br />PIPE <br />°e O, <br />2" GROUT MEASJRF <br />STCRM FEWER <br />f - BEGINNING AT <br />THIS POINT <br />.y <br />PLAN VIEW <br />25' A <br />e : SQUARE A. ° <br />SHORT RADIUS OR CUT G A <br />[ELBOW FITTING A •.A <br />' v A <br />A' A <br />A , <br />A, <br />MEASURE STORM A.Q A 4 <br />SEWER CONNECTION _ - A� <br />FROM THIS LINE 4. A <br />INLET TYPE 2 <br />6'-8" <br />.I I� <br />I II <br />PLAN VIEW <br />CONCRETE <br />BASE <br />3/4" <br />TCM <br />3 -10° <br />' f <br />I I <br />I I <br />I I'I I l <br />I II <br />7 ��IIIjj'' III I,j�jjlI <br />'o E DITCH <br />,4--- 34" !II <br />PLAN VIEW <br />GRATE ELEV. SHOWN <br />ON PLANS <br />T <br />-- SLOPE TOWARD DIRECTION <br />OF FLOW, <br />ON SLOPE TOWARD DIRECTION <br />OF FLOW <br />'.. ..F <br />P y,.� <br />T --•i 4 <br />DIRECTION OF FLOW_ <br />J_1 <br />C "a. <br />DITCH LINE—_",�. <br />- ry1 <br />z" <br />ZRMAL FLOW L'Nt <br />BOTCH <br />zQ <br />Nla <br />elu <br />H--2'_6'• <br />2' <br />_a. <br />DESIRABLE <br />M.N.. <br />F!p <br />DIRECTION OF FLOW <br />CULVERT '. <br />� <br />- - <br />- -'T <br />I,z '• <br />N0.6 WELDED STEEL <br />WIRE FABRIC 6' C=C <br />DITCH LINE <br />- <br />_ <br />2-0 <br />I•. <br />d -z- <br />A �. <br />4— <br />FLOOR ELEV <br />FLOOR <br />DESIRABLE <br />5'-4" <br />AI. <br />�z <br />B: °. <br />GROUT <br />________ <br />MIN. <br />p:p <br />A E <br />3o a <br />it <br />d <br />4 <br />4 REINF. B,RS <br />�.0 <br />ilm <br />yDISCHARGE <br />6 <br />z <br />.I<' <br />° <br />SPACED 12' C.L. BOTH WAYS <br />7'p <br />1 PIPE <br />I, <br />s <br />2 <br />. <br />c L. _________ <br />A_• <br />o PIPE <br />2" <br />°, <br />p.• <br />.. a; A.•° <br />ELEVATION <br />VIEW <br />p..:.' <br />m's..o _ <br />' <br />SHOWING DETAILS FOR <br />ALTERNATE FOR <br />PRE -CAST CONCRETE <br />SIDE ELEVATION <br />4 REINF. BARS <br />SPACED 12" L.C. 0' TO 15' DEPTH <br />6" L.C. 15' TO 25' DEPTH <br />INLET TYPE 9 <br />3 -10° <br />' f <br />I I <br />I I <br />I I'I I l <br />I II <br />7 ��IIIjj'' III I,j�jjlI <br />'o E DITCH <br />,4--- 34" !II <br />PLAN VIEW <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 DESIGNATES <br />THE COVER TO BE USED THEREON. <br />INLETS <br />STATE HIGHWAY COMMISSION OF W/SCONS/N <br />RECOMMENDED FOR APPROVAL <br />DATE <br />ECqGINEER OF DESIGN <br />APPROVED: <br />1TTE �3 / <br />DATE.•. STATE HIGHWAY ENGINEER <br />PLATE N0. 5-3.5 2 <br />- — <br />— 3 <br />GRATE ELEV. SHOWN <br />PLANS <br />ON SLOPE TOWARD DIRECTION <br />OF FLOW <br />P y,.� <br />T --•i 4 <br />DIRECTION OF FLOW_ <br />J_1 <br />C "a. <br />DITCH LINE—_",�. <br />- ry1 <br />° <br />ZRMAL FLOW L'Nt <br />BOTCH <br />zQ <br />Nla <br />elu <br />H--2'_6'• <br />2' <br />_a. <br />DESIRABLE <br />M.N.. <br />F!p <br />e. <br />8°I <br />CULVERT '. <br />� <br />B•' <br />3 REINF_ BARS <br />�SPACED <br />PIPE <br />12" CSC 90TH WAYS <br />d -z- <br />4— <br />FLOOR ELEV <br />FLOOR <br />SIDE ELEVATION <br />'4 RE.NF BARS SPACED <br />12" C. C. 907H WAYS <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 DESIGNATES <br />THE COVER TO BE USED THEREON. <br />INLETS <br />STATE HIGHWAY COMMISSION OF W/SCONS/N <br />RECOMMENDED FOR APPROVAL <br />DATE <br />ECqGINEER OF DESIGN <br />APPROVED: <br />1TTE �3 / <br />DATE.•. STATE HIGHWAY ENGINEER <br />PLATE N0. 5-3.5 2 <br />