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D <br />C - -i B <br />Ili <PLAN— <br />Grooved <br />TofJoint end on outlet end section <br />(Tongue end on inlet end section. <br />Bar or Steel fabric A <br />-reinforcement <br />T �r`r;•T- �- - G <br />LONGITUDINAL SECTION <br />t <br />DIAMETER <br />END VIEW <br />10 Pe <br />op <br />Pe <br />Culvert J <br />End Section <br />my���R� <br />Measure length of Culvert <br />(to nearest foot) <br />SLOPE DETAIL <br />DIA. <br />AP Fill <br />,WEIGHT/ SLOPEI <br />SECTION <br />T <br />A <br />B <br />C D <br />E <br />G <br />18 <br />990 <br />3 to 1 <br />21/2 <br />9" <br />27" <br />46" 73" <br />36" <br />211/2 <br />21 <br />1280 <br />3 to I <br />23iq <br />9" <br />3611 <br />3742 73 1/j42" <br />16 <br />2 <br />2411 <br />1520 <br />3 to 1 <br />3" <br />911/2 <br />43 y2 <br />30" 7311, <br />48" <br />3" <br />27" <br />1930 <br />3 to 1 <br />344 <br />1042 <br />491'12 <br />24" 73J, <br />54"' <br />31 <br />30" <br />2190 <br />3 to 1 <br />3 4 " <br />121' <br />54" <br />192q 7334 <br />6011 <br />31/ " <br />36" <br />4100 <br />3 to 1 <br />4° <br />15" <br />63" <br />34N 97�iaj <br />7211 <br />411 <br />4211 <br />5380 <br />3 to I <br />44j <br />21" <br />63" 1 <br />35" 98 <br />78 <br />41x2' <br />4811 <br />6550 <br />3 to 1 <br />511 <br />2411 <br />7211 <br />26" 98" 184" <br />30" <br />511 <br />REINFORCED CONCRETE APRON ENDWALLS <br />L SpN_�G <br />Cctor Section <br />spans over58" _1,2 <br />paid for os part of End Section „ — -12 Gage Galv. Metal or Alum. <br />• t_anizedtal <br />/eRivets Spaced g 6" C: C <br />dge reinforcement Apron <br />Reinforced Edge ee Section A -A Sidewall <br />See Section A -A Sheet 3'� 1"0. D. 14 Ga. Golv. or Alura Tubing <br />slipped over sheet and <br />rivets prior to fabrication <br />/ of the end section, <br />o I m{ <br />"31/8 Q xti2 Golv or Alum. Buttonheod <br />1 <br />� ���' A - w Rivets spaced 6? 6" C:C. Overall <br />- 38 R._- length rivet =0.78° <br />Threaded Sig Q roldoveI PLAN length rivet <br />of Apron <br />top of Finisn Plate, side showing alternate type with connector section Sidewall Sheet <br />lugs riveted to opron. 30" - <br />D 3 361 D only <br />PLAN -- SECTION A—A <br />� Standard Coupling Sand <br />L <br />Approx. slope <br />Shoulder Slope <br />L `4 <br />-_ Pipe -Arch ! q Flow Line <br />Approx. slope <br />A <br />SIDE ELEVATION <br />Threaded 4 Q rod around <br />culvert toa typg connec- <br />tor, lug For 12' D thru <br />24' D only. SIDE ELEVATION <br />9 <br />9 <br />r\� <br />=T <br />END VIEW <br />Measured Length <br />Measured Length of Culvert <br />/of Culvert <br />L�Coupling Band Required <br />�Pipe — _ ' Connector - <br />Threaded Section �_ To be paid for as <br />_- part of End Section <br />Threaded Rod - Riveted - <br />Rod _ \Connector Bolted 1 <br />Lug \Rod <br />--�,• - Holder <br />TYPE #I TYPE 2 TYPE 3 <br />For 12" thru 24°only For 3011 and 36" only For 42" and 48" <br />CONNECTION DETAILS <br />D <br />Pipe <br />D iann, <br />Gage <br />Min. <br />+ I" <br />Dimensions <br />Max. t I" <br />1 <br />+ " <br />Approx. <br />*2 " Slope <br />Fabrication <br />Remarks <br />1811 <br />16 <br />8" <br />10" <br />6" <br />31° <br />36° 211/2 to I <br />I Piece <br />21 <br />16 <br />9° <br />12 <br />6" I <br />36 <br />42111 <br />10" <br />24" <br />16 <br />10" <br />13" <br />6" <br />41 ° <br />4811 <br />" <br />3011 <br />14 <br />1211 <br />16" <br />8" <br />S1" <br />60" <br />" <br />36" <br />! 14 <br />14° <br />19" <br />9" <br />6011, <br />72" <br />2Pieces,� Splice <br />42° <br />12 <br />16" <br />22" <br />11" <br />69" <br />8411 <br />81' <br />48 <br />12 <br />18" <br />2711 <br />12" <br />78" <br />90"i 21'14 to I <br />9" <br />Note All splices to be lop riveted or bolted. <br />METAL AND ALUMINUM APRON ENDWALLS <br />APRON ENDWALLS FOR CULVERT PIPE <br />v q <br />L <br />End Corner Plate <br />Note: End Corner Plates may <br />be fastened to opron proper by <br />bolts or rivets which will hold <br />the surfaces tightly together. <br />END VIEW <br />Measured Length <br />/,--of Culvert <br />Pipe -Arch <br />^. <br />Threaded short - <br />Sie Q Rod over <br />Side lugs top of Apron <br />(Riveted) <br />Riveted or <br />Bolted- <br />TYPE"2 TYPE*3 <br />For 18"x II" thru 58"x 3611 only For 65"x 40" 3 72"x 44" <br />CONNECTION DETAILS <br />GENERAL NOTES <br />Details of construction not shown on this drawing <br />shot I conform to the pertinent requirements of the <br />Standard Specifications and the applicable <br />Special Provisions. <br />Reinforced concrete apron endwalls sholl conform <br />to the pertinent requ,rements of the Standard AASHO <br />Designation: M 170, Class II (woll B). <br />Metal opron endwalls shall conform to the pertinent <br />requlremenfs of the Stondcrd AASHO Designation M36. <br />Aluminum apron endwalls shall conform to the <br />pertinent requirements of the Standard AASHO <br />Designation M -196-62I <br />NOTE' <br />Variations of the dimensions and designs shown <br />of hereon will be permitted providing equivalent capacity <br />rrugation and structural integrity are attained, and prior approval <br />of the Engineer IS obtained. <br />Reinf concrete opron endwalls shall be used with <br />concrete pipe culvert instollations, metal opron endwalls <br />shall be used with torr metal pipe culvert installations, <br />and Aluminum endwalls shall be used with torr. aluminum <br />culvert installations, <br />Pipe - Arch <br />Dimensions Gage <br />Dimensions <br />�� Approx. Fabrication <br />Span Rise <br />Mn' <br />AI" <br />Max.111 <br />± jirz' . zll' <br />Slope <br />Remarks <br />16 <br />7" <br />9 6° <br />19" 30" <br />'1242 to 1 <br />! 1 Piece <br />22111 13" <br />16 <br />7" <br />10" <br />6" <br />23" 36" <br />25"! 16° <br />16 <br />8" <br />12° <br />6" <br />28" 4211 <br />" <br />29" 18° <br />I6-14" <br />6" <br />32 ! 4811 <br />3611 221' <br />14 <br />101' <br />16" <br />611 <br />39" ' 60" <br />4311 2711 <br />14 <br />12" <br />1811 <br />81' <br />461' 751' <br />I " <br />501 3111 <br />2 <br />13" <br />1 21 <br />9" <br />53" 65° <br />2 Pieces, Splice <br />5811 3611 <br />12 <br />18I' <br />261' I <br />12" <br />63" 9011 <br />" <br />6511 <br />401' <br />12 <br />I 18° <br />30" <br />12" <br />70" 1102 <br />214 to I <br />" <br />72" <br />4411 <br />2 <br />81' <br />331' <br />12'1 <br />77" 1141' <br />3 Pieces, 2 Spilcs equol <br />distance from <br />Note; All splices to be lap riveted or bolted. <br />APRON ENDWALLS FOR PIPE ARCH <br />