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D <br />pmlvd for as ! <br />(Cuert Pipe <br />it <br />;I <br />•. E <br />Ot of -s? <br />'int PLAN <br />Grooved end on outlet and section <br />1 (Tongue and on inlet end section. <br />—T <br />A <br />I <br />LONGITUDINAL SECTION <br />I DIAMETER)� <br />-.i T <br />G <br />END VIEW <br />Road SurfaceShoulder Slope <br />---_----- Slope Normal Shoulder <br />-- `! Slope <br />Culvert <br />End Section <br />- -} <br />Measured length of Culvert-- <br />(to <br />ulvert--(to nearest foot) <br />SLOPE DETAIL <br />DIA. <br />WEwHT/ SLOPE <br />SECTION <br />T <br />A <br />B <br />C D <br />E G <br />18 <br />990 <br />3 to 1 <br />2 4 " <br />9" <br />27 <br />46" 73" 1 <br />36" 211/" <br />21 <br />1280 <br />3 to 1 <br />25rq <br />9" <br />36 3742 7311/2 <br />42" 2 <br />24" <br />1520 <br />3 to 1 <br />3" <br />91i <br />43 <br />30" nK <br />48" 3" <br />27" <br />1930 <br />3 to 1 <br />3!4" <br />1042 491" <br />24" 73)2 <br />54` 34q <br />30" <br />2190 <br />3 to 1 <br />3 4 " <br />12 <br />54 <br />19 " T3 <br />W.1 31 " <br />36" <br />4100 1 <br />3 to I4" <br />38V <br />154' <br />63" <br />3414 97ZV <br />72" 4" <br />42" <br />5380 <br />3 to I <br />442 <br />21" <br />'63` <br />35" 98" <br />78" 412 <br />48" <br />1 65501 <br />3 to I <br />5" <br />24° <br />72" <br />26" 98" <br />84' 5" <br />REINFORCED CONCRETE APRON ENDWALLS <br />A::>"1T2 <br />or Section <br />—� r spon3 up to and incl 36 p <br />Ar spans over 36"�� 3 1 paid for os port of pipe arch meawred I2 Goge Galy. Metol <br />ized to the nearest foot. <br />l `Rivets Spaced ® 6" C:C <br />geleinfarcement Apron <br />Reinforced Edge -e Section A -A Sidewall l ' 1/0. D. 14 Go. Go1y Tubing <br />See Section A Sheet r slipped over sheet and <br />rivets prior to fabrication <br />of the end section. <br />"xl Go1v Buttonheod Rivets <br />11, spaced®6" C:C. Overall length <br />Galvanized <br />Metol Apron 3/8 R rivet <br />Threaded QrodeverC. M.CuI't.Pipe <br />only PLAN Outside of Apron <br />top of Finish Plate, side showing alternate type with connector section Sidewall Sheet <br />lugs riveild to opron. 30" <br />0 9 36 D <br />PLAN Standard Coupling Band SECTION A -A <br />Approx. 242:1 Finish Plate to be 2 gouges <br />Slo Zly rivet or bolt at less than Apron with 16 go. <br />Shoulder Slope a each and of finish plate min., and is to be placed be - <br />I' Flow Line when Conn. Seot.Isuad. tween Apron and pipe. When <br />Pipe -Arch —7 App �� �„ Apron is directly attached <br />4 Approx. 242:1 ..� tioto n,threaded rods Alternate to be a - <br />A slope Toe � tightened sufficiently to hold <br />c Plata End�rorrug� of Finish Plate In place. <br />Galvanized 1 SIDE ELEVATION Connector suction <br />MetalApron law Or Culvert Pipe. <br />For C.M.CuI't.Pipe Line B SECTION B—B <br />Threaded rod around Galvanized Top Finish Plate <br />Cul to ygpconnec- Pate B TOP PINISH PLATE DETAIL <br />for <br />lug. For 12 D thrunne Y <br />24" D only. SIDE ELEVATION <br />GENERAL NOTES <br />Gaht Top Finish Plot B m_ _ I-5 5-1/ nd Comer Plate Details of construction not shown on -this drawing <br />See Section B B Galvanized Toe �. W + In _I shol I conform to the pertinent requirements of the <br />Note: End Corner Plates and Standard Specifications and the o hc- <br />B 0 Plote(gouge some as Toe Plates may be fastened. pD <br />apron)) shall be attached to opron proper by bolts or rivets able Special Provisions. <br />y toll Aprons for Pipe Arches which will hold the surfaces Reinforced concrete opron endwalls shall conform - <br />GOIv. Metal Toe Plate 36 x 22" and larger. tightly together. to the pertinent requirements of the Standard AASHO <br />some gauge as Apron <br />body, to be otfache0 END VIEW Designation: M 170, Class H (Wali BL <br />only when D " 30' Metal opron endwolls shall conform to the pertinent <br />and larger. _7 requirements of the Standard AASHO Designation: M366 <br />W + 22" 7_7 ��/w Holes for <br />r Bolts or Rivets. ipe-Arch II/2 Min Lap Curved to <br />END VIEW 12" GC max. spacing. I fit Pipe or <br />Threaded short <br />Coupling Bond Required o Rod ov rr Sn <br />Side lug tPoApron <br />Connector (Riveted) — -- <br />Plpe Section a To C measured Riveted o <br />Threaded - as Culvert Pipe Bolted <br />Riveted or_ <br />Rodeoded ConnectorRod meted 4lternate type without Connector rant Lip of Plate to <br />Lug Rod Section M rolled upwards and <br />to rear to retain sod, am <br />r+ , Iden r- is t o <br />R For 18' x 11" thru 58"x 36" only Q Dpsar as o contin- <br />TYPE I TYPE 2 TYPE 3' uotlon of edging. <br />For 12" thru 24"only For 30" and 36" only For 42" and 48" For 65"x 40" 8 72" x 44" <br />CONNECTION DETAILS CONNECTION DETAILS <br />D <br />Pipe Dia <br />Metal <br />Gage <br />±A" <br />Dimensions <br />L <br />Max. ±H' ± 4 ' <br />± 2' <br />Fabrication <br />Remarks <br />18" <br />16 <br />7" <br />9" 6" 31" <br />36" <br />1 Piece <br />21" <br />16 <br />8�/4 <br />II" 6" 36" <br />42" <br />" <br />24" <br />14 <br />911/p <br />12" 6" 42" <br />48" <br />" <br />30" <br />14 <br />12" <br />15" 71/2 52%2 <br />60" <br />2 PC& rt Splice <br />36" <br />12 <br />14" <br />18" 9" 63" <br />72" <br />" <br />42" <br />12 <br />16" <br />21" 162" 731/2 <br />84" <br />" " <br />48" <br />12 <br />18" <br />27" 12" 84" <br />90" <br />6" <br />Note: All splices to be lop riveted or bolted <br />METAL APRON ENDWALLS <br />APRON ENDWALLS FOR CULVERT PIPE <br />Of <br />Pipe - Arch <br />Dimensions <br />Spon Rise <br />o <br />v <br />'o <br />6 <br />A <br />± 1" <br />Dimensions <br />8 H L <br />Max ± I" * II " <br />yy <br />± 2" <br />Fabrication <br />Remarks <br />18" <br />It" <br />16 <br />41/2' <br />9" <br />6" <br />19" <br />30" <br />I Piece <br />22" <br />13" <br />16 <br />5l/a" <br />10" <br />6" <br />23" <br />36" <br />" <br />25" <br />16" <br />16 <br />6ip <br />ll1/Z <br />6" 1 <br />28*1 <br />Qf <br />" <br />29" <br />18" <br />14 <br />1 7 " <br />14 " <br />6" <br />31 <br />48" <br />" <br />3f;' <br />22" <br />14 <br />1 8V <br />16 <br />6" <br />38V <br />60" <br />2 Pieces, i Splice <br />43" <br />27" <br />12 <br />1 IOV 17th 7 5/e <br />47" <br />75" 1 <br />50" <br />31" <br />12 <br />.12% 20" <br />911/" <br />54" <br />85" <br />58" <br />36 <br />12 <br />1 14 <br />26" <br />10% <br />63" <br />96" <br />65" <br />40" <br />12 <br />I56" <br />23 <br />10 <br />to" <br />112" <br />aces plroea <br />isl ne fr m <br />72" <br />44" <br />10 <br />1 17%" <br />24" <br />I2 y" <br />7T" <br />128" E P1 s 2 spices <br />NOTE: <br />Variations of the dimensions and designs shown <br />hereon will be permitted providing equivalent capacity <br />on and structural integrity ore attained, and prior approval <br />of the Engineer is obtained. <br />Reinf. concrete apron endwalls sholl be used with <br />concrete pipe culvert installations, and metal apron <br />endwalls shall be used with corr. metal pipe culvert <br />installations. <br />Measurement B Payment <br />Apron Endwolls for Culvert Pipe or Apron Endwalls <br />for Pipe Arches will be measured and paid for as units <br />complete in place, at the contract unit price per <br />each, which price shall be full compensation for all labor, <br />tools, equipment, materials, and incidentals necessary to <br />complete the work. <br />Note: All splices to be lop riveted or Donea <br />APRON ENDWALLS FOR PIPE ARCH <br />