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STH78-EIGHTH-STREET-MOUNTHOREB_T0253(7)
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STH78-EIGHTH-STREET-MOUNTHOREB_T0253(7)
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__V <br />Q <br />Z <br />O <br />0` <br />IJ <br />a, <br />D <br />C B <br />I <br />E <br />I <br />I <br />— ----- <br />rt of <br />Joint PLAN <br />Grooved end on outlet end section <br />Tongue end on inlet end section. <br />TSlope- <br />—T <br />Bar or Steel fabric A <br />reinforcement <br />T ,rr,+� G _ <br />J <br />LONGITUDINAL SECTION <br />T <br />DIAMETER <br />-+i I <br />I <br />• Pa G <br />4b 1, 1 <br />END VIEW <br />so <br />e <br />--Culvert <br />End Section <br />Measure length of Culvert J <br />( to nearest foot ) <br />SLOPE DETAIL <br />L <br />Span Connector Section <br />_T12" for spans over 58" <br />P _F — — __ _ 1To be paid for as part of End Section <br />/Galvanized <br />Metal <br />Reinforced Edge \ Edge reinforcement <br />See Section A -A � � � See Section A -A <br />IX), \P P <br />1 1 } <br />1 <br />A W A� <br />Threaded 5/9 Q roil over <br />top of Finish Plate, side PLAN <br />lugs riveted to apron. 30' - - <br />D B 36" D only PLAN showing alternate type with connector section <br />Shoulder Slope �- --Standard Coupling Band <br />L L <br />1 q Slepe <br />Slope <br />q 4 <br />P, pe q /Flow Line <br />_Flow <br />t Line <br />Threaded toryQtyrRpcaontec- SIDE ELEVATION <br />for lug. For 12 D thru SIDE ELEVATION - - <br />24' D only, <br />Toe Plate '•n v -i <br />(some gage and _ �6 Holes for Bolts or Rivets <br />metal as apron.) - W+22 12% C max. spacing <br />Shall be furnished when <br />called for on the Plans END VIEW <br />Measured Length of Culvert <br />Measured Length- Coupling Band Required <br />Culvert --of Culve <br />- -- 1 Connecter Section <br />Pipe Connector <br />Threaded Section 1,x1 To be paid for as <br />Threaded - - Rod - r Riveted or - -� part of End Section <br />Rod Connector Bolted <br />1 Lug \Rod <br />t Holder �- <br />TYPE #1 TYPE *t 2 TYPE * 3 <br />For 12" thru 24"only For 30" and 36" only For 42" thru 84" <br />CONNECTION DETAILS <br />01GagDimensions <br />Avvaox. APPROX <br />Pipe <br />Diam <br />Min. <br />A B H T+ L '/'f <br />I" Max ` I 4' *_ <br />Slo e <br />p <br />DIA <br />WEIGHT/ <br />SECTION <br />SLOPE <br />T A <br />B C D <br />E <br />G <br />12" <br />530 <br />3tot <br />2' 4" <br />24" 40e 727/8 <br />24" <br />2" <br />15 " <br />740_ <br />3 to I <br />2-W 6° <br />27 ' 46" 1 73" <br />30" <br />2 4 <br />IB" <br />990 <br />_ <br />r 31ol <br />21V2 9" <br />27" 46' j 73" 136" <br />I 131,4 to 1 <br />87" 114 <br />21/2 <br />21" <br />1280 <br />3to1 <br />23/4 _ <br />1 36"3,7342 <br />42" <br />2314 <br />24" <br />1520 <br />3.to 1 <br />3' 9 1/2'_43 <br />42'1 30° 1 7342 <br />48' <br />3" <br />27" <br />1930 <br />3to1 <br />34"i <br />104 <br />4942' 24" 7342 <br />54" <br />344" <br />30" <br />36" <br />2190 <br />4100 <br />3 to 1 <br />3 to 1 <br />31/-2- <br />44 <br />12" <br />1 15" <br />" <br />54" 193'4' 731q <br />63 341q _97 24 <br />60" <br />72" <br />" <br />342" <br />4' <br />42" <br />5380 <br />3 to I <br />4/2" <br />21 <br />3 35' 98 <br />.3"+ <br />78 <br />4 /2 <br />48" <br />6550 <br />3to1 <br />5 <br />24" <br />72' 26" <br />65' �3 mo <br />96 <br />qx.' <br />84" <br />90" <br />5 <br />5" <br />54" 8040 2%to1 51/2 <br />27" <br />60" <br />8730 <br />2 to I_ <br />6 <br />3o m1" <br />a5•mo.. <br />60 39 <br />99' i <br />%" <br />5" <br />66" <br />_ 10,630 <br />2to 1 <br />61/2 34•TOz <br />grin ; 2�•m�" <br />99 <br />102" <br />542' <br />72" <br />12,520 <br />2 to I <br />7 24 min.36 max <br />78' 21 <br />9,w <br />108 1 <br />6 <br />78' <br />1 14,430 <br />210 l <br />71F2 26in <br />1 <br />21 <br />99 <br />114 <br />t <br />642 <br />84" <br />18,160 <br />1'/2101 <br />8 ° 36" <br />90 " 21 ' <br />11142 <br />120' <br />6 42" <br />L <br />Span Connector Section <br />_T12" for spans over 58" <br />P _F — — __ _ 1To be paid for as part of End Section <br />/Galvanized <br />Metal <br />Reinforced Edge \ Edge reinforcement <br />See Section A -A � � � See Section A -A <br />IX), \P P <br />1 1 } <br />1 <br />A W A� <br />Threaded 5/9 Q roil over <br />top of Finish Plate, side PLAN <br />lugs riveted to apron. 30' - - <br />D B 36" D only PLAN showing alternate type with connector section <br />Shoulder Slope �- --Standard Coupling Band <br />L L <br />1 q Slepe <br />Slope <br />q 4 <br />P, pe q /Flow Line <br />_Flow <br />t Line <br />Threaded toryQtyrRpcaontec- SIDE ELEVATION <br />for lug. For 12 D thru SIDE ELEVATION - - <br />24' D only, <br />Toe Plate '•n v -i <br />(some gage and _ �6 Holes for Bolts or Rivets <br />metal as apron.) - W+22 12% C max. spacing <br />Shall be furnished when <br />called for on the Plans END VIEW <br />Measured Length of Culvert <br />Measured Length- Coupling Band Required <br />Culvert --of Culve <br />- -- 1 Connecter Section <br />Pipe Connector <br />Threaded Section 1,x1 To be paid for as <br />Threaded - - Rod - r Riveted or - -� part of End Section <br />Rod Connector Bolted <br />1 Lug \Rod <br />t Holder �- <br />TYPE #1 TYPE *t 2 TYPE * 3 <br />For 12" thru 24"only For 30" and 36" only For 42" thru 84" <br />CONNECTION DETAILS <br />01GagDimensions <br />Approx. <br />Pipe <br />Diam <br />Min. <br />A B H T+ L '/'f <br />I" Max ` I 4' *_ <br />Slo e <br />p <br />12 <br />16 <br />6" 6" 6 21 24 242 to I- <br />15' <br />18" <br />16 <br />6 <br />7" 8" 6 260° --_ <br />8" . 6 1" 36 <br />21 <br />24" <br />6 <br />16 <br />_ <br />9" 12 6 X36" 4 - <br />t 10" 13" 6 41 46 <br />16° 6 39" 60 <br />8 <br />12° <br />t <br />60 <br />36'1 <br />4 <br />14" 19" 9 60' 7 <br />42 <br />12 <br />' <br />16 22 1169 84 <br />-78" <br />48° <br />12 <br />18" 27" 12 90" 2V4to l <br />54' <br />12 <br />18" 30" 12 84" 102"+ 2_tol <br />77"1114 <br />I 131,4 to 1 <br />87" 114 <br />66 <br />12 <br />IB" 36" 12 120" I y2 to I <br />72" <br />12 <br />18" 39" ' 12" 87" 126" 1 V3 to I <br />78 <br />12 <br />18" 42" 1 12 87 132" 11/4 to I <br />84" 1 12 1 18" � 45" I 12" 1 87 138" � 11/6 to I <br />Note. All splices to be lap riveted or bolted. <br />REINFORCED CONCRETE APRON ENDWALLS METAL APRON ENDWALLS <br />APRON ENDWALLS FOR CULVERT PIPE <br />Galvanized Toe Plate <br />(gage some as apron)=�. <br />Shall befurnishedwhen called foron the Plans "=I <br />m End Corner Plate <br />Holes for Bolts or Rivets <br />Note: End Corner Plates may 12" cc max. spacing <br />be fastened to apron 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 />hreaded short -- - <br />Q Rod over -- <br />Side lu --- ---- <br />9 <br />Ztt'8 <br />p of Apron(Riveted)Riveted o of <br />Bolted Connecter <br />TYPE*2 TYPE*3 <br />For 18"x 11" thru 58"x 36" only For 65"x 40"81, 72"x 44 <br />CONNECTION DETAILS <br />1 <br />Pipe - Arch Dimensions _' Approx. <br />Dimensions Go Mn W <br />g" <br />Span Rise I <br />A <br />Slope <br />Max. I" 12' +- 2 <br />+ <br />7771 1" 16 <br />1 <br />Ii #+LI/ <br />19 0 32/2toI <br />22" 13" 16 <br />7" <br />� 8°2 <br />10°1 6 23 36' ~ <br />28" t 42 <br />6°132" <br />25' 1 16" 16 <br />29 IB.1 16 <br />9" <br />14 6 48 <br />36' 22 14 <br />10" <br />16° 6 39" 60 <br />8 <br />12° <br />4327" 14 <br />18 46"75' <br />50" 31 1 1 <br />Ji <br />58" 36" 28 <br />26 12" 63 90 <br />65° 40° 12 18°1 <br />30 1 12 70 102" <br />244 to I <br />1. <br />72" 44"1 12 j 18 <br />L3iS' I 12" <br />77"1114 <br />NOW All splices to be lap riveted or bolted <br />I <br />I 12 Gage Galv. Steel. or Alum. <br />-31,8" Rivets Spaced @ 6" C; C <br />Apron <br />Sidewall 151"O.D. 14 Go. Golv.Sleelu/Alum. <br />Sheet tubing slipped sheet and <br />rivets <br />prior to fabrication <br />of the end section. <br />x11,2 Goly. Steel or Alum. Button - <br />head Rivets spaced (F 6"C;C Over - <br />31,8" R length rivet <br />_Outside of Apron <br />Sidewall Sheet <br />SECTION A -A <br />Iz`' <br />Standard Circumferential <br />Corrugation <br />END SECTION CONNECTION <br />For 12" ihru 21° Diameter Helically Corrugated Metal Pipe <br />GENERAL NOTES <br />Details of construction not shown on this drawing shall <br />conform to the pertinent requirements of the Standard <br />Specifications and the applicable Special Provisions. <br />NOTE <br />Variations of the dimensions and designs shown hereon <br />will be permitted providing equivalent capacity and structural <br />integrity are attained, and prior approval of the Engineer is <br />obtained. <br />Reinforced concrete apron endwalls shall be used with <br />concrete pipe culvert installations, steel apron endwalls <br />shall be used with corrugated steel pipe culvert installations, <br />and aluminum apron endwalls shall be used with corrugated <br />aluminum pipe culvert installations, except that steel apron <br />endwalls may be used on corrugated aluminum pipe culverts <br />when a non-metalic insulation material is placed between <br />the steel and aluminum. The non-metalic insulation <br />material shall be so placed between the two metals so as to <br />prohibit galvanic action from occurring. <br />When two or more pipes or pipe arches with apron <br />endwalls are to be laid adjacent to each other, they shall <br />be separated by the following amount: <br />Pipes: Total width of apron endwall less the diameter <br />of pipe plus 6 inches. <br />Pipe Arches: Total width of apron endwall less the span <br />dimension of the pipe arch plus 6 inches. <br />APRON ENDWALLS FOR PIPE ARCH <br />Plate No. 6-2.6.6 <br />1 <br />
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