|
— D
<br />LPRox.:
<br />EIGT SLOPE
<br />T
<br />A
<br />B C D
<br />E j
<br />G
<br />18°
<br />f— C - -- B -
<br />211/ '
<br />9"
<br />T
<br />Poid for as
<br />Culvert Pipe
<br />211/2
<br />A
<br />1280 'I 3 to 1
<br />23iq'
<br />9" !
<br />361 37H'I731/p
<br />42" 1231/
<br />12.,
<br />24"
<br />1520 3 to 1
<br />3°
<br />911/2
<br />Reinforced Edge
<br />See Section A -A
<br />48"
<br />3°
<br />27
<br />1930 3 to i
<br />31/4"!
<br />IO/'j
<br />49''z 24" 1 7312'
<br />o m
<br />�I
<br />30"
<br />2190 3 to 1
<br />3 1/ "
<br />12"
<br />54" 1 194q'' 733x4
<br />60"
<br />Galvanized
<br />36°
<br />��-----T
<br />4"
<br />Metal Apron
<br />56 Cult. Pipe
<br />63" 34-,g1 973iq''
<br />7_--
<br />4"
<br />Threaded / Q rod over\M.
<br />top of Finish Plate, side
<br />5380 3 to 1 41x21
<br />of `\ ��,
<br />63" 35' ! 98" '
<br />lugs riveted to apron. 30"
<br />D a 36 D only
<br />41x'
<br />Joint PLAN
<br />6550 3 to 1
<br />PLAN
<br />A
<br />L
<br />Grooved end on outlet end section
<br />84", 5„ J
<br />44"1
<br />10 1 1711/q'
<br />Tongue end on inlet end section.
<br />1211/g 1 77" 1
<br />128° 1 a uoads't n SPtr°T
<br />/_
<br />T .r. T.
<br />Shoulder Slope
<br />—
<br />r - -- - - -
<br />_
<br />T
<br />Approx. 21/2:1
<br />1
<br />-4 slope
<br />Bar or Steel fabric
<br />A
<br />Galvanized
<br />,/'-,reinforcement
<br />Metal Apron
<br />Flow
<br />T 1/j ,_,`�; - , ,--r-
<br />G
<br />For C- M.Cu:'t. Pipe
<br />( Line
<br />LONGITUDINAL SECTION
<br />Threaded % Qrodaround
<br />Toe
<br />culvert tore type connec-
<br />for lug. For 12 D thru
<br />Plate
<br />24" D only. SIDE ELEVATION
<br />I
<br />►,Tr- DIAMETER'
<br />G
<br />END VIEW
<br />Road Surface. `�
<br />Snor �..�_- a/aEr Slope -�
<br />1, ?
<br />SicPe- ,.y Normal Shoulder
<br />-- _ Culvert I ` ` S ape,
<br />End Section
<br />Measured lerg,h of Culve t -- -
<br />m Barest `oat) SLOPE DETAIL
<br />DIA. 'WEIGHT
<br />LPRox.:
<br />EIGT SLOPE
<br />T
<br />A
<br />B C D
<br />E j
<br />G
<br />18°
<br />990 3 to 1
<br />211/ '
<br />9"
<br />27 46' 73"
<br />36"
<br />211/2
<br />21
<br />1280 'I 3 to 1
<br />23iq'
<br />9" !
<br />361 37H'I731/p
<br />42" 1231/
<br />12.,
<br />24"
<br />1520 3 to 1
<br />3°
<br />911/2
<br />4-3 17*; 30" I73'
<br />48"
<br />3°
<br />27
<br />1930 3 to i
<br />31/4"!
<br />IO/'j
<br />49''z 24" 1 7312'
<br />54"'
<br />3rq
<br />30"
<br />2190 3 to 1
<br />3 1/ "
<br />12"
<br />54" 1 194q'' 733x4
<br />60"
<br />3'1/ "
<br />36°
<br />4100 3 to 1
<br />4"
<br />15"
<br />63" 34-,g1 973iq''
<br />72"
<br />4"
<br />42 °
<br />5380 3 to 1 41x21
<br />21"
<br />63" 35' ! 98" '
<br />78"
<br />41x'
<br />48"
<br />6550 3 to 1
<br />S °
<br />24"
<br />72" ; 26" 98''
<br />84", 5„ J
<br />REINFORCED CONCRETE APRON ENDWALLS
<br />Galt' Top Finish Plate - B
<br />See Section B-B-
<br />Golv. Metal Toe Plate O
<br />some gauge as Apron .
<br />body, to be attached
<br />only when D = 30' t
<br />and larger.
<br />-T
<br />W , 22" _ �r16 Holes for
<br />Botts or Rivets.
<br />END VIEW 12" C:C max. spacing.
<br />. = Coepling Band Required
<br />Z -
<br />Pipe
<br />RivetedSecConnector
<br />onro_� --,`� NI�To be measured
<br />Threaded
<br />as Curvert Pipe
<br />Threaded _ Roa
<br />Rod Connector Bolted
<br />A
<br />Lug Rod
<br />Holder - ---
<br />TYPE #I TYPE 2 TYPE 3,
<br />For 12" thru 24"only For 30" and 36" only For 42" and 48"
<br />CONNECTION DETAILS
<br />D Metal
<br />Pipe Gage A
<br />1)om.% g ±1"
<br />Dimensions
<br />B H L„ W ^,
<br />Max.'*I" +It/ 1.2'
<br />Fabrication
<br />Remarks
<br />16"
<br />16
<br />7"
<br />9"
<br />6
<br />31° 36"'
<br />1 Piece
<br />21
<br />16
<br />81/4
<br />11
<br />6"
<br />1 36" 1 42" i
<br />Sidewal l ' 15" 1" 0. D. 14 Ga, Galv. Tubing
<br />Sheet � 32 ` slipped over sheet and
<br />24..
<br />4
<br />91/2
<br />12.,
<br />6'
<br />42" 48"
<br />spocede6" C'C Overall length
<br />30"
<br />14
<br />12"
<br />15°
<br />71/Z'
<br />521/2" 60"'
<br />2 Pcs. Splice
<br />36"
<br />12
<br />14..
<br />18.,
<br />9"
<br />! 63" ii 72"
<br />27"'
<br />42"
<br />12
<br />16° 21 °
<br />10/2
<br />; 731/2. 84"'
<br />31 ;
<br />48
<br />12
<br />18"
<br />! 27"
<br />12
<br />84"! 90"I
<br />12 1 14"
<br />Note: All splices to be lap riveted or bolted
<br />METAL APRON ENDWALLS
<br />APRON ENDWALLS FOR CULVERT PIPE
<br />Span /Connector
<br />w
<br />o
<br />0
<br />_ 7" for spans up
<br />pans P to and incl. 36"
<br />' 7• /6
<br />- 12" for spans over 36"
<br />h
<br />- - To be paid for as part of pipe arch measured
<br />12 Gage Goly. Metal
<br />Galvanized to the nearest foot.
<br />30" I Piece
<br />Metal
<br />�`�''�,,J
<br />ivets Spaced C 6" C=C
<br />Edge reinforcement
<br />Apron
<br />ull
<br />P P See Section A- A
<br />Sidewal l ' 15" 1" 0. D. 14 Ga, Galv. Tubing
<br />Sheet � 32 ` slipped over sheet and
<br />25"!
<br />16'
<br />rivets prior to fabrication
<br />of the end section.
<br />„
<br />� 6 /4
<br />\31/8 Q x 42 Golv. Buttonhead Rivets
<br />V✓_
<br />spocede6" C'C Overall length
<br />29° 1
<br />3/8" Rrives = 0.78".
<br />PLAN
<br />�- outside of Apron
<br />showing alternate type with connector section
<br />Sidewall Sheet
<br />,__�--Standard Coupling Band
<br />Approx. 2H2 I
<br />Slope
<br />Pipe -Arch 1/,I Flow Li
<br />_V_ Toe
<br />- Plate
<br />SIDE ELEVATION
<br />B Galvanized Top Finish Plate
<br />tr2 Lop . ,2 Mox. SR' _
<br />W, - 5 5, End Corner Plate
<br />Galvanized Toe/ - - W ' 10 Note End Corner Plates and
<br />Plote(gouge some as Toe Plates may, be fastened
<br />apron) shall be attached to apron proper by bolts or rivets
<br />to all Aprons for Pipe Arches which will hold the surfaces
<br />36"x 22" and larger. tightly together.
<br />END VIEW
<br />,Pipe -Arch I1/2 Min. Lop -y Curved to
<br />fit Pipe or
<br />Threaded short �/Connector
<br />5/8 Q Rod over Section
<br />Side lug - / top of Apron
<br />(Riveted) - - --+�-_
<br />Riveted cr q- of
<br />j Bolted / \Corrugotion
<br />41ternote type without Connector 'front Lip of Plate to
<br />Section be rolled upwards and
<br />to rear to retain sod, and
<br />For 18"x 11" thru 58"x 36" only is to appear as a con, in-
<br />uation of edging.
<br />For 65"x 40" a 72" x 44"
<br />CONNECTION DETAILS
<br />Pipe - Arch i
<br />Dimenswns i
<br />Spon Rise
<br />w
<br />o
<br />0
<br />Dimensiors
<br />Fob6cotion
<br />A B H L W
<br />+ Iii Mox. + I +_ 11/" + 2 l Remarks
<br />18"
<br />II" 1
<br />16
<br />41/2
<br />9"
<br />6°' 9"
<br />30" I Piece
<br />22"i
<br />13
<br />16
<br />5/4
<br />5 r
<br />10" " i
<br />10
<br />6 23
<br />i
<br />� 36°
<br />25"!
<br />16'
<br />16
<br />„
<br />� 6 /4
<br />11 .,. h ;
<br />6 " 28"i
<br />42'
<br />29° 1
<br />IB"
<br />14 7 „
<br />4 "
<br />6° 31 "
<br />48"' "
<br />36"
<br />22"
<br />14 i 83/4
<br />16°
<br />6" 38
<br />60°; 2 Pieces, CL Splice
<br />43"
<br />27"'
<br />12 10 3/y1
<br />171ip
<br />7 5re i 47 °
<br />I 75" I
<br />50",
<br />31 ;
<br />12 1211q'1
<br />20"
<br />91ig 54"
<br />85"' "
<br />58"
<br />36"I
<br />12 1 14"
<br />26"
<br />1051/8! 63
<br />96" "
<br />65"
<br />40"
<br />12151"
<br />4
<br />23
<br />105/" 70"
<br />8
<br />112" 3 Pieces, 2 Splines
<br />e uat distance from
<br />72"
<br />44"1
<br />10 1 1711/q'
<br />24" 1
<br />1211/g 1 77" 1
<br />128° 1 a uoads't n SPtr°T
<br />Note: All splices to be lap riveted or bolted.
<br />SECTION A -A
<br />Finish Plate to be 2 gouges
<br />Sig' rivetor bolt at less than Apron with 16 go
<br />each end of finish plate
<br />min., and is to be placed be -
<br />when Conn. Sect. is used.
<br />tween Apron and pipe. Vrhen
<br />Apron—�--- -, "��
<br />Apron is directly attached
<br />to pipe by Alternate Connec-
<br />tion, threaded rod is to be
<br />tightened sufficiently to hold
<br />End corrugation of
<br />Finish Plate in place.
<br />Connector Section
<br />or Culvert Pipe.
<br />-
<br />SECTION
<br />B -B
<br />TOP FINISH PLATE DETAIL
<br />GENERAL NOTES
<br />Details of construction not shown on this drawing
<br />shall conform to the pertinent requirements of the
<br />Standard Specifications and the applic-
<br />able Special Provisions.
<br />Reinforced concrete apron endwalls sholl conform
<br />to the cert;nent requirements of the Standard AASHO
<br />Designation M170, Class II (Wall 8).
<br />Metal apron endwolls shall conform tothe pertinent
<br />requirements of the Standard AASHO Designation M36.
<br />NOTE
<br />Variations of the dimensions and designs shown
<br />hereon will be permitted providing equivalent capacity
<br />and structural integrity are attained, and prior approval
<br />of the Engineer is obtained.
<br />Remfconcrete apron endwalls shcll 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 8 Payment.
<br />Apron Endwolls for Culvert Pipe or Apron Endwalls
<br />for F:pe Arches will be measured and paid for cs units
<br />cemp:ete in place, at the contract unit price Der
<br />each, which price shall be full compensation foroll lobar,
<br />tools, equipment, materiols, and incidentols necessary to
<br />complete the work.
<br />APRON ENDWALLS FOR PIPE ARCH
<br />APRON ENDWALLS FOR
<br />CULVERT PIPE &
<br />STATE HIGHWAY COMM/SS/ON OF WISCONSIN
<br />RECD MENDE: FOR APPR".L'
<br />-5-63
<br />DATE -,5R R OF DCSiGN
<br />ARRROVED
<br />"
<br />DATE./ SENnINEER
<br />PLATE N0. 6-2.6.2
<br />
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