|
#4 Bars Continuous
<br />*5 Bars Top Or 12" Returns ( Some
<br />Loc. Ref. n J
<br />6 Bars Bottom Below
<br />C /0" 5± -� D;r 12" Returns, Each (Min.) #4 Bars. 6" cc, Top & Bottom
<br />C P',e " ecf /an Or
<br />3' -6" G G 3' -6" " " e -Face Of Curb h'nare Flak / l l (( (
<br />3 4 Trans' SIoP � �-
<br />D or Span D or Span 2 - #4 Bar Tran #4 Bar
<br />GENERAL NOTES �����������EE
<br />S�oPe [ :E IL ���� m�m�mm�m��m 4x4 W4.0 x W4.0 - - 15 Bars, With Hooks,
<br />D or Span ° t mm m ® Welded Wire Fabric,
<br />� � � � � Direction Of mm mm�mmmm�m mm / � 6" cc, Bottom
<br />I. Endwall dimensions, locations and positions are for 0- 0- Predominate Flow ��m�m�m�mm�m�� 0 enin Bottom #
<br />Control Line (Clear Zone Limit) IL � 1_V/ m p e 4 Bar
<br />round and elliptical concrete pipe and for round � � � � � � m���m��m _ Centered A B
<br />_ I (Independent Of Front Slope) IT1LE11 EE[LEEITELfT� m ��m A M f� � 8
<br />and pipe -arch corrugated meta pipe. Round concrete LLI�LLf�1�LLI�LLI�LLf�LL � f
<br />pipe shown. EELLELL�IL�LLEELL�� �� M J
<br />!•x 5 \OPe 2. Front slope and ditch transitions shall be in accordance *4 Bars. 12" cc
<br />Endf Of Pipe Fto�t with Index No. 280,
<br />II 611 ( Se:e Note 9) � P411 / Closed Stirrups 8" CC I Or 4x4 -W4.0 x W4.0
<br />y F� 3. Endwa/ls may be cast in place or precast concrete. ( Three Sides ) } { Welded Wire Fabric
<br />y I ° 4" 8 4' Reinforcing steel shall be Grades 40 or 60, Additional TOP VIEW
<br />Const. Joint Permitted o 6" 24' 40" x 20'
<br />Control Point When reinforcement necessary for handling precast units
<br />Gll I 6' � See End View o � ` _ _ _ Slope Intercept shall be determined by the Contractor or the 36 C (Curb Box) 18 J" 6" 2 tt4 Bars Top &
<br />=-I 2 _ Bottom o
<br />(Enlarged) B I Outside Clear Zone supplier. Cost of reinforcement shall be included in i" r° *5 Bar Top &
<br />I the contract unit price for concrete, ( endwalls ). 35� (Frame J 178 „
<br />FRONT VIEW I _ Bottom, L = l8
<br />_ 4. All exposed corners and edges of concrete are �^ 35 (Grate) _i /7 #4 Bar (12" Legs)
<br />Const. Joint Permitted to be chamfered 8 ". I Adjustable Curb Box
<br />TOP VIEW TOP VIEW
<br />j " 17 3" (6" to 9" Curb Height)
<br />� � !Keyway & Dowels Required- 5, Concrete meeting the requirements of ASTM C478 d
<br />I Dowels #4 Bars, l8" With END VIEW (4000 psi) may be used in lieu of Class I concrete
<br />I _ _ I 9" Embedment o 12" Ctrs in precast items manufactured in plants which are
<br />_F_ - - - T For Bar Grade And STANDARD under the Standard Operating Procedures for the �� °5 Bars
<br />E Payment See Note 3.) inspection of precast drainage products. 44 Bars (Or Fabric 1
<br />j -- - - --1\ ILOCA TION CONTROL 33 I� 3 "I 24 "(+ s.,J 1311
<br />6. On outfall ditches with side slopes flatter than l:lz 36 #5 Bar
<br />END VIEW (ENLARGED) provide 20' transitions from the endwall to the flatter t �ll 3/" #6 Bar © 44 Bar
<br />side slopes, right of way permitting. 43 TRANSVERSE SECTION - --1 Wire Fabric
<br />TOP VIEW 7. For sodding around endwalls see Index No. 281.
<br />LONGITUDINAL SECTION optional Key optional Ke
<br />TIP E PIPE SPACING) 8. Payment for concrete quantities for endwalls In Lieu Of Dowels) I I (In Lieu 6" Dowels)
<br />ENDWALL DIMENSIONS (EXCLUSIVE OF MUL L skewed to the pipe shall be made an the following FRAME AND GRATE
<br />3' -6" Or 4'-0" 6" 3'- 6" 6"
<br />basis: (Ba ttom Or Riser) (Bottom Or Riser)
<br />Endwall Skew To Pipe Use Tabulated Value SECTION AA SECTION BB
<br />0° to 5° 0°
<br />X 6° to 15° l5° �I� (SEE NOTE 6 BELOW) (SEE NOTE 6 BELOW)
<br />X a Bottom Lug (2 Corners)
<br />(X =S) (X= S. Seca J 16° to 30° 30°
<br />31° or over 45°
<br />9, Pipe length plan quantities shall be based on the TOP SLABS
<br />i pipe end locations shown in the standard location T LL LL Approximate Debris Free Capacity rr control end view, or lengths based on special (0.02 Pavement Cross Slope J
<br />endwall locations called for in the plans.
<br />7D
<br />l0. Payment for pipe in pipe culverts shall be based 3.0-
<br />FRONT VIEW FRONT VIEW on plan quantities, adjusted for endwall locations IL
<br />subsequently established by the Engineer. � � � � � � � � 02.0
<br />4 ll. Endwalls to be id for under the contract unit / 0
<br />S Interior price for Concrete Class I(Endwolls), CY.
<br />L Outside Pipe (Typ. )
<br />FF NT 0
<br />GENERAL NOTES
<br />1. This inlet is primarily intended for locations with light to moderate flows where right of way does not permit the use of throated Curb Inlets
<br />Types I through 6. The typical application is on curb returns to city streets. The inlet grate is suitable for pedestrian and bicycle traffic.
<br />2. This inlet to be located in vertical faced curbs such as Curb and Gutter Type F. Grate sha / /be oriented with vanes directed toward
<br />predominate flow. Inlet to be located outside pedestrian crosswalk where practical.
<br />3. For structure bottoms see Index No. 200. For supplemental details see Index No. 201.
<br />Pipe f Typ.) I I I I r- 4. All steel in slab tops shall have I4q" minimum cover unless otherwise shown. Tops shall be either cast -in -place or precast concrete.
<br />Location Reference Line 1 LL�� LLLJJ���� LLL�LL ___ LLL�LL _ /00 90 80 a 60 50 5. For Alternate B applications, top slab openings shall be placed such that 2 edges of inlet frame will be located directly above bottom wall
<br />I (See Location Control Above) '� ' / EE IL EE IE EE � � I [L FT N� 0Intake � 0 Total (Y °) or riser wall.
<br />�� LLLL_���llll���� LLL����
<br />�-- -_- 6. When used on a structure with dimensions larger than those detailed above and risers are not applied, the top slab shall be constructed using
<br />EFFICIENCY CURVE Index 200 with the slab opening adjusted to 24 "x36 ". The "Special Top Slab" on Index 200 is not permitted.
<br />7. Frame may be adjusted with one to six courses of brick,
<br />TOP VIEW H. Inlet and grate detail shown is Neenah R- 3067 -L. Vaned grates with approximately equal openings will be permitted that satisfy AASHTO H -20
<br />loading. Inlet and grate shall be Class 30 castings in accordance with ASTM A48M. Grates shall be reversible, right or left,
<br />TOP VIEW 35 a
<br />2
<br />TOP VIEW � R
<br />NORMAL PIPE SKEWED PIPE =
<br />111 l2 Equal Spaces 211 el, 3a'R
<br />LEGEND I
<br />Or Pipe Skew STRAIGHT CONCRETE ENDWALLS 60° CURB INLET TOP
<br />S Center To Center Pipe Spacing
<br />X Centerline To Centerline Dimension At Face Of Headwall SINGLE AND MULTIPLE PIPE Y
<br />811
<br />See Detail A See Detail B
<br />ENDWALL POSITIONS FOR SINGLE AND MULTIPLE PIPE AND SPACING FOR MULTIPLE PIPE / of 2 250 GRATE DETAIL SECTION DETAIL A DETAIL 8
<br />I of I 2/4
<br />DATA AND ES TIMA TED OUANTI TIES FOR ONE ENDWALL rA
<br />ROUND CONCRETE AND CORRUGATED METAL PIPE
<br />ENEVAN
<br />Opening Area
<br />(SF)
<br />Dimensions
<br />Cllass I Concrete (CY)
<br />Class I Concrete (CY)
<br />Number And Tylpe Of Pipe And Skew Angle Of Pipe
<br />Single
<br />Double
<br />Triple
<br />Quadruple
<br />D
<br />/511
<br />Number
<br />p
<br />Pipes
<br />8'-0"
<br />A
<br />I' -ll'
<br />2' -2"
<br />2' -5"
<br />1 2' -8"
<br />1 Z -11"
<br />3' -2"
<br />3 ' 8"
<br />4' -2"
<br />4'-6"
<br />5' -2"
<br />B
<br />1' -2
<br />1' -3"
<br />1 "
<br />/ -4
<br />1' -411
<br />/'-5"16'-0"
<br />1' -6"
<br />1'-8"
<br />l' -l0"
<br />2' -1"
<br />2' -6"
<br />C
<br />4' -0'
<br />4' -6"
<br />"
<br />5' -0
<br />5'-6"
<br />6' -6"
<br />7' -6"
<br />8' -6"
<br />9' -6"
<br />10' -6"
<br />E
<br />1'- 10
<br />l' Il"
<br />2' -0"
<br />2' -0"
<br />2' -1"
<br />2' -2"
<br />2'-4"
<br />2' -6"
<br />2'-9"
<br />3' -2"
<br />GENERAL NOTES
<br />1. This inlet is primarily intended for locations with light to moderate flows where right of way does not permit the use of throated Curb Inlets
<br />Types I through 6. The typical application is on curb returns to city streets. The inlet grate is suitable for pedestrian and bicycle traffic.
<br />2. This inlet to be located in vertical faced curbs such as Curb and Gutter Type F. Grate sha / /be oriented with vanes directed toward
<br />predominate flow. Inlet to be located outside pedestrian crosswalk where practical.
<br />3. For structure bottoms see Index No. 200. For supplemental details see Index No. 201.
<br />Pipe f Typ.) I I I I r- 4. All steel in slab tops shall have I4q" minimum cover unless otherwise shown. Tops shall be either cast -in -place or precast concrete.
<br />Location Reference Line 1 LL�� LLLJJ���� LLL�LL ___ LLL�LL _ /00 90 80 a 60 50 5. For Alternate B applications, top slab openings shall be placed such that 2 edges of inlet frame will be located directly above bottom wall
<br />I (See Location Control Above) '� ' / EE IL EE IE EE � � I [L FT N� 0Intake � 0 Total (Y °) or riser wall.
<br />�� LLLL_���llll���� LLL����
<br />�-- -_- 6. When used on a structure with dimensions larger than those detailed above and risers are not applied, the top slab shall be constructed using
<br />EFFICIENCY CURVE Index 200 with the slab opening adjusted to 24 "x36 ". The "Special Top Slab" on Index 200 is not permitted.
<br />7. Frame may be adjusted with one to six courses of brick,
<br />TOP VIEW H. Inlet and grate detail shown is Neenah R- 3067 -L. Vaned grates with approximately equal openings will be permitted that satisfy AASHTO H -20
<br />loading. Inlet and grate shall be Class 30 castings in accordance with ASTM A48M. Grates shall be reversible, right or left,
<br />TOP VIEW 35 a
<br />2
<br />TOP VIEW � R
<br />NORMAL PIPE SKEWED PIPE =
<br />111 l2 Equal Spaces 211 el, 3a'R
<br />LEGEND I
<br />Or Pipe Skew STRAIGHT CONCRETE ENDWALLS 60° CURB INLET TOP
<br />S Center To Center Pipe Spacing
<br />X Centerline To Centerline Dimension At Face Of Headwall SINGLE AND MULTIPLE PIPE Y
<br />811
<br />See Detail A See Detail B
<br />ENDWALL POSITIONS FOR SINGLE AND MULTIPLE PIPE AND SPACING FOR MULTIPLE PIPE / of 2 250 GRATE DETAIL SECTION DETAIL A DETAIL 8
<br />I of I 2/4
<br />DATA AND ES TIMA TED OUANTI TIES FOR ONE ENDWALL rA
<br />ROUND CONCRETE AND CORRUGATED METAL PIPE
<br />DIAMETER
<br />Opening Area
<br />(SF)
<br />Dimensions
<br />Cllass I Concrete (CY)
<br />Class I Concrete (CY)
<br />Number And Tylpe Of Pipe And Skew Angle Of Pipe
<br />Single
<br />Double
<br />Triple
<br />Quadruple
<br />D
<br />/511
<br />Number
<br />Of
<br />Pipes
<br />8'-0"
<br />A
<br />I' -ll'
<br />2' -2"
<br />2' -5"
<br />1 2' -8"
<br />1 Z -11"
<br />3' -2"
<br />3 ' 8"
<br />4' -2"
<br />4'-6"
<br />5' -2"
<br />B
<br />1' -2
<br />1' -3"
<br />1 "
<br />/ -4
<br />1' -411
<br />/'-5"16'-0"
<br />1' -6"
<br />1'-8"
<br />l' -l0"
<br />2' -1"
<br />2' -6"
<br />C
<br />4' -0'
<br />4' -6"
<br />"
<br />5' -0
<br />5'-6"
<br />6' -6"
<br />7' -6"
<br />8' -6"
<br />9' -6"
<br />10' -6"
<br />E
<br />1'- 10
<br />l' Il"
<br />2' -0"
<br />2' -0"
<br />2' -1"
<br />2' -2"
<br />2'-4"
<br />2' -6"
<br />2'-9"
<br />3' -2"
<br />F
<br />1'-2
<br />I' 3"
<br />ll
<br />!' -4
<br />1' -4"
<br />1'-5"
<br />l' -6"
<br />1'-8`
<br />2'-0"
<br />2'-0"
<br />2'-3"
<br />G
<br />0' -6'
<br />P -0"
<br />/ "
<br />1 -6
<br />2' -0"
<br />1 2' -6"
<br />3' -0"
<br />4'-0"
<br />5'-0"
<br />6' -0"
<br />7' -0"
<br />S
<br />2'-7 11
<br />2' -10"
<br />3' -2"
<br />3' -5"
<br />3' -l0"
<br />4'-3"
<br />5' I"
<br />6'-0"
<br />6'-9"
<br />7' -8"
<br />°
<br />0
<br />2 -7
<br />2' -10"
<br />"
<br />3' -2
<br />3' -5"
<br />3'-IO"
<br />4' -3"
<br />5'-/"
<br />6'-0"
<br />1 6' -9"
<br />7' -8"
<br />15 °
<br />2`8"1
<br />2' -11"
<br />I "
<br />3 -3
<br />3'-6"
<br />4' -0"
<br />4' -5"
<br />5'-J"
<br />6'-3'
<br />r -O'
<br />7' -1l'
<br />X
<br />30 °
<br />3' -0"
<br />3'-3"
<br />3'-8"14'-6"
<br />3' -1I"
<br />4'-5"
<br />4' -11"
<br />5' /0"
<br />6' -11"
<br />10"
<br />8' -10"
<br />45°
<br />3 1-811
<br />4' -0"
<br />4' -10"
<br />51`5"
<br />6' -0"
<br />7'-2"
<br />8'-6"
<br />9' -7"
<br />10' -l0"
<br />Concrete
<br />0°
<br />1,23
<br />1,56
<br />/.97
<br />2.24
<br />2.73
<br />3.26
<br />4.53
<br />6.33
<br />8.15
<br />I1.7/
<br />Metal
<br />0°
<br />1.24
<br />1.59
<br />2.29
<br />3.34
<br />4,64
<br />6.49
<br />8.38
<br />11,77
<br />0°
<br />1.59
<br />1.99
<br />2,82
<br />4.13
<br />5,73
<br />8.11
<br />10.40
<br />15.2315.35
<br />Concrete
<br />15
<br />1.60
<br />2.04
<br />2.84
<br />4.16
<br />5,77
<br />8,17
<br />10,48
<br />3o'1450
<br />1,65 11.74
<br />2,061
<br />2.91
<br />4.26
<br />5.92
<br />8.39
<br />10.75
<br />15.78
<br />°
<br />2.F7
<br />3.06
<br />4.49
<br />6.23
<br />8.85
<br />11.33
<br />16.69
<br />°
<br />0
<br />1.62
<br />2,04
<br />2.91
<br />4.28
<br />5.95
<br />8.43
<br />10,65
<br />Metal
<br />I5°
<br />1.63
<br />2.06
<br />2.93
<br />4.31
<br />6.00
<br />6.50
<br />10.94
<br />°
<br />30
<br />1,68
<br />2.11
<br />3.01
<br />4.43
<br />6,15
<br />8.73
<br />11.23
<br />°
<br />4 45
<br />1,.78
<br />2.1.23
<br />33.17
<br />4,4.67
<br />65.49
<br />9).23
<br />11,1,87
<br />0 °
<br />1.94
<br />2.43
<br />3.39
<br />4.98
<br />6,92
<br />9.9010,02
<br />12.6412.80
<br />18,77
<br />Concrete
<br />15
<br />1.96
<br />2.46
<br />3.43
<br />5.04
<br />7.00
<br />19.02
<br />30°
<br />2,05
<br />2.56
<br />3.57
<br />5.25
<br />7.29
<br />10.45
<br />13.3414,50
<br />19.86
<br />45°
<br />2.23
<br />2.79
<br />3.87
<br />5.69
<br />7.9/
<br />/1.38
<br />21.69
<br />0°
<br />1.99
<br />2,5/
<br />3.52
<br />5.20
<br />7.25
<br />10.38
<br />13.34
<br />Metal
<br />15'130*
<br />2.021
<br />2.54 12.65
<br />3.56
<br />5.27
<br />7.34
<br />10.52
<br />13.51
<br />2.41
<br />13.71
<br />5.49
<br />7.65
<br />/0.98
<br />14.11
<br />45°
<br />2.30
<br />2.89
<br />4.03
<br />5.97
<br />8.33
<br />11.99
<br />15,39
<br />Concrete
<br />0°
<br />2.30
<br />2.86
<br />3.97
<br />5.84
<br />8.13
<br />11,68
<br />14.89
<br />22.29
<br />I5°
<br />2.34
<br />2.91
<br />4,03
<br />5,93
<br />8.26
<br />11,87
<br />15.13
<br />2.6623.9
<br />30°
<br />2.47
<br />3,06
<br />4.24
<br />6.24
<br />8.69
<br />)2.51
<br />15.93
<br />°
<br />45
<br />2.74
<br />3.40
<br />4.69
<br />6,91
<br />9.62
<br />/3.89
<br />17.68
<br />26.67
<br />0°
<br />2.371
<br />2,961
<br />4,14
<br />6./3
<br />8.57
<br />/2.32
<br />15.8216.08
<br />Metal
<br />l5°
<br />2.41
<br />3.01
<br />4.20
<br />6.23
<br />8,11
<br />/2.52
<br />30°
<br />2.75
<br />3.47
<br />4,43
<br />6.56
<br />9.18
<br />13.22
<br />16.97
<br />45°
<br />2.84
<br />3.53
<br />4.91
<br />7.29
<br />10.20
<br />14.73
<br />18.90
<br />D
<br />/5"
<br />18"
<br />2411
<br />24"
<br />27"
<br />30"
<br />36"
<br />42"
<br />48"
<br />54"
<br />I
<br />1,23
<br />2
<br />1 2,46 1
<br />3.54
<br />4,82
<br />6.28
<br />7.96
<br />9.82
<br />14.14
<br />19.24
<br />25.14
<br />3/.80
<br />3
<br />3.69
<br />1 5.31
<br />7.23
<br />1 9.42
<br />1 11,94
<br />14,73
<br />21.24
<br />28.86
<br />137.71
<br />47,70
<br />4
<br />4.92
<br />7,08
<br />9.64
<br />12.56
<br />15.92
<br />19.64
<br />28.28
<br />38.48
<br />50.28
<br />63.60
<br />18"
<br />1.77
<br />ll
<br />21
<br />2.41
<br />24"
<br />3.14
<br />3.98
<br />4.91
<br />7.07
<br />9.62
<br />27"
<br />30"
<br />36"
<br />42"
<br />48"
<br />12.57
<br />4
<br />/5.90
<br />kL4"
<br />30 0
<br />45 °
<br />0
<br />0°
<br />15
<br />30 °
<br />45 °
<br />0 °
<br />l5°
<br />30 °
<br />45 °
<br />0 °
<br />/5
<br />30°
<br />45°
<br />1711
<br />13
<br />/d
<br />2.2
<br />3.3
<br />4.4
<br />P -9
<br />/' -2"
<br />3'-!0
<br />I' -10
<br />P-2"
<br />0' -4
<br />2'-6"
<br />2' -6"
<br />2' -7"
<br />2'-11"
<br />1-6"
<br />1.16
<br />1.47
<br />1.48
<br />/.52 11.60
<br />21,7822.6625,18
<br />28.46
<br />1.78
<br />1.80
<br />11.88 12.04
<br />26.44128.06
<br />2.09
<br />#8 Bars °
<br />*4 Bar Each Corner
<br />Type C 3' -l" Type C 2' -0"
<br />Type D 4'-I" Type D 3' -1"
<br />Type E 4' -6" ~_ Type E 3'-0"
<br />Centered Inlet
<br />ll � II
<br />Structure Bottom
<br />I
<br />h
<br />2 way Reinforcement 8
<br />See Tables Below
<br />0
<br />ca
<br />q)
<br />8// 61.01/ Z,_VCII pll
<br />Unless Otherwise (J m Unless Otherwise V
<br />Shown On Plans Shown On Plans
<br />a
<br />See Index No. 200 for structure bottom details and hole reinforcement.
<br />� m
<br />AL T . B STRUCTURE 80 T TOM FOR
<br />CORRUGATED METAL PIPE ARCH
<br />DIAMETER
<br />OPENING SIZE
<br />Opening Area
<br />( SF )
<br />MIN.
<br />Class I Concrete (CY)
<br />4' -0"
<br />2'-0" x Y -l"
<br />Approx.
<br />B
<br />J
<br />Centered Opening -
<br />See Table Below
<br />For Dimensions
<br />2' -0" x 3'-I"
<br />__Z
<br />6' -0"
<br />2' -0" x Y -I"
<br />3' -0" x 4' -4"
<br />8'-0"
<br />2' -0" x 3'-l"
<br />Number Of Pipe And Skew Angle Of Pipe
<br />G
<br />S
<br />( SF)
<br />Dimensions
<br />Double
<br />Triple
<br />Equiv.
<br />81 < 18'
<br />9.0
<br />C
<br />Pipe
<br />1
<br />Span
<br />Rise
<br />Round
<br />Span
<br />Rise
<br />Number
<br />Of Pipes
<br />0°
<br />0°
<br />15°
<br />30°
<br />45°
<br />0°
<br />/5°
<br />X
<br />Single
<br />Double
<br />Triple
<br />Quadruple
<br />45°
<br />12"
<br />14"
<br />19"
<br />241,
<br />29"
<br />34"
<br />38"
<br />43"
<br />48"
<br />Pipe
<br />1 1.3
<br />1 1.8
<br />3.3
<br />5.1
<br />7.4
<br />10.2
<br />12.9
<br />16.6
<br />20.5
<br />2.6
<br />3.6
<br />6.6
<br />10.2
<br />14.8
<br />20.4
<br />25,81
<br />33.2
<br />41.0
<br />A
<br />B
<br />C
<br />E
<br />F
<br />2 way Reinforcement 8
<br />See Tables Below
<br />0
<br />ca
<br />q)
<br />8// 61.01/ Z,_VCII pll
<br />Unless Otherwise (J m Unless Otherwise V
<br />Shown On Plans Shown On Plans
<br />a
<br />See Index No. 200 for structure bottom details and hole reinforcement.
<br />� m
<br />AL T . B STRUCTURE 80 T TOM FOR
<br />CORRUGATED METAL PIPE ARCH
<br />DIAMETER
<br />OPENING SIZE
<br />Opening Area
<br />( SF )
<br />MIN.
<br />Class I Concrete (CY)
<br />4' -0"
<br />2'-0" x Y -l"
<br />Approx.
<br />5' -0"
<br />2' -0" x 3'-I"
<br />Opening Area
<br />6' -0"
<br />2' -0" x Y -I"
<br />3' -0" x 4' -4"
<br />8'-0"
<br />2' -0" x 3'-l"
<br />Number Of Pipe And Skew Angle Of Pipe
<br />G
<br />S
<br />( SF)
<br />Dimensions
<br />Double
<br />Triple
<br />Equiv.
<br />81 < 18'
<br />9.0
<br />C
<br />Pipe
<br />1
<br />Span
<br />Rise
<br />Round
<br />Span
<br />Rise
<br />Number
<br />Of Pipes
<br />0°
<br />0°
<br />15°
<br />30°
<br />45°
<br />0°
<br />/5°
<br />X
<br />Single
<br />Double
<br />Triple
<br />Quadruple
<br />45°
<br />12"
<br />14"
<br />19"
<br />241,
<br />29"
<br />34"
<br />38"
<br />43"
<br />48"
<br />Pipe
<br />1 1.3
<br />1 1.8
<br />3.3
<br />5.1
<br />7.4
<br />10.2
<br />12.9
<br />16.6
<br />20.5
<br />2.6
<br />3.6
<br />6.6
<br />10.2
<br />14.8
<br />20.4
<br />25,81
<br />33.2
<br />41.0
<br />A
<br />B
<br />C
<br />E
<br />F
<br />G
<br />S
<br />O' -3"
<br />8J
<br />l'-7
<br />2' -9"
<br />3'-6"
<br />5' -3"
<br />7' -2"
<br />Z -10"
<br />3'-5"
<br />4'-2"
<br />5'-2"
<br />6'-0"
<br />7' -11"
<br />8' -l0"
<br />9'-9"
<br />2'-10"
<br />3' -5"
<br />4'-2"
<br />5'-2"15'-4"
<br />6' -0"
<br />7' -1"
<br />P -41"
<br />8' -l0"
<br />9' -9"
<br />I
<br />2
<br />3
<br />4
<br />0
<br />/5 °
<br />30 0
<br />45 °
<br />0
<br />0°
<br />15
<br />30 °
<br />45 °
<br />0 °
<br />l5°
<br />30 °
<br />45 °
<br />0 °
<br />/5
<br />30°
<br />45°
<br />1711
<br />13
<br />/d
<br />2.2
<br />3.3
<br />4.4
<br />P -9
<br />/' -2"
<br />3'-!0
<br />I' -10
<br />P-2"
<br />0' -4
<br />2'-6"
<br />2' -6"
<br />2' -7"
<br />2'-11"
<br />1-6"
<br />1.16
<br />1.47
<br />1.48
<br />/.52 11.60
<br />21,7822.6625,18
<br />28.46
<br />1.78
<br />1.80
<br />11.88 12.04
<br />26.44128.06
<br />2.09
<br />2.12
<br />2,23
<br />2.48
<br />17"
<br />13"
<br />1 l5"
<br />21"
<br />l5"
<br />/,6
<br />3.2
<br />4.8
<br />6.4
<br />/' - //"
<br />P -2"
<br />4' 3"
<br />/' /0"
<br />I' -2"
<br />0'-9"
<br />2' -10"
<br />2' l0"
<br />2' !l"
<br />3' 3"
<br />4' 0"
<br />1.33
<br />1,69
<br />1.70
<br />1.75
<br />1.84
<br />2.04
<br />2.06
<br />2,15
<br />2.33
<br />2.40
<br />2.44
<br />2,57
<br />2,84
<br />21"
<br />15"
<br />1 18"
<br />28"
<br />20"
<br />2.8
<br />5.6
<br />8.4
<br />11.2
<br />2'-4"
<br />1'-3"
<br />5'-2"
<br />1' -ll"
<br />1' -3"
<br />P -8"
<br />3' -5"
<br />3'-5"
<br />3' -6"
<br />3' -11"
<br />4' -10'
<br />1,78
<br />2,31
<br />2.33
<br />2.39
<br />2.53
<br />2.83
<br />2.87
<br />2.99
<br />3.26
<br />136
<br />13.42
<br />760 14.
<br />01
<br />1 28"
<br />20"
<br />1 24"
<br />35"
<br />24"
<br />4,3
<br />8,6
<br />12.9
<br />17.2
<br />2'-8"
<br />1' -4"
<br />51 _/4 "
<br />2' -0"
<br />1' -4"
<br />2`251"
<br />4' -0"
<br />4' -0"
<br />4'-2"
<br />4'-7"
<br />5' -8"
<br />2.34
<br />3.03
<br />3.05
<br />3,14
<br />13.32
<br />3.72
<br />3.77
<br />3,93
<br />14.29
<br />4.40
<br />14.47
<br />4.72
<br />5.25
<br />35"
<br />24"
<br />1 30"
<br />42"
<br />29"
<br />5.9
<br />11.8
<br />17.7
<br />123.6
<br />3' -/"
<br />P-5"
<br />6`10J"
<br />2' I"
<br />l' S"
<br />3' 4
<br />4'-9"
<br />4'-9"
<br />4' -ll"
<br />5'-6"
<br />6'-9"
<br />3.13
<br />4.0614-09
<br />4,20
<br />4.45
<br />4,99
<br />5.06
<br />5.28
<br />5.76
<br />5.93
<br />6.03
<br />6,36
<br />7.09
<br />42"
<br />29"
<br />36"
<br />49"
<br />33"
<br />8.4
<br />16,8
<br />25.2
<br />33.6
<br />3' -5"
<br />P -6"
<br />7' -8"
<br />2' -2"
<br />1' -6"
<br />4' -2"
<br />5' -6"
<br />5' -6"
<br />5' -8"
<br />6' -4"
<br />7' -9"
<br />3.83
<br />5.00
<br />5,04
<br />5.18
<br />5.48
<br />6.16
<br />6.24
<br />6.52
<br />7.12
<br />7.32
<br />7.44
<br />7.86
<br />8.76
<br />49"
<br />33"
<br />42"
<br />57"
<br />38"
<br />10.6
<br />2/.2
<br />31,8
<br />42,4
<br />3'-10"
<br />1' -7"
<br />8' -7Q'
<br />Z -3"
<br />1' -7"
<br />5' -If
<br />6-4"
<br />6' -4"
<br />6' -7"
<br />P -4"
<br />6' -11"
<br />4.87
<br />6.3/
<br />6.36
<br />6.53
<br />6.9/
<br />7.74
<br />7.84
<br />8.18
<br />8.93
<br />9.18
<br />9.33
<br />9.85
<br />10.96
<br />57"
<br />38"
<br />48"
<br />64"
<br />43"
<br />13.2
<br />26.4
<br />39.6
<br />52.8
<br />4'-3"
<br />1'-8"
<br />9' -6 '
<br />2'-4"
<br />1'-8"
<br />6' -0 '
<br />7'-1"
<br />7'-l"
<br />7'-4"
<br />8'-2"
<br />l0' -0"
<br />5.88
<br />7.64
<br />7.70
<br />7.91
<br />8.37
<br />9.40
<br />9.52
<br />9.94
<br />/0.86
<br />/1.15
<br />11.33
<br />11.97
<br />13.33
<br />64"
<br />43"
<br />54"
<br />7l"
<br />47"
<br />16.9
<br />33.8
<br />50.7
<br />67.6
<br />4' 7"
<br />l' !0"
<br />/0' 4'
<br />2' -6"
<br />2' -0"
<br />6' -10"
<br />7'-10"
<br />7' -l0"
<br />8' -l"
<br />9' -1"
<br />Il' l"
<br />7.80
<br />10,15
<br />/0.23
<br />/0.51
<br />11.12
<br />12.49
<br />12,65
<br />13.22114.43'
<br />3.22
<br />/4.43
<br />14,85
<br />/5,10
<br />15.94
<br />17.77
<br />71"
<br />47"
<br />60"
<br />A #8 Bars INLETS TYPE C, D & E
<br />TOP ELEVATION
<br />Nate: Use the guidelines of General Note No. 8 for selecting °
<br />tabular ouantlNes. n
<br />TOP SLAB OPENINGS
<br />DIAMETER
<br />OPENING SIZE
<br />Opening Area
<br />( SF )
<br />MIN.
<br />MAX,
<br />4' -0"
<br />2'-0" x Y -l"
<br />2'-0" x 3'-I"
<br />5' -0"
<br />2' -0" x 3'-I"
<br />3'-I" x 4'-1"
<br />6' -0"
<br />2' -0" x Y -I"
<br />3' -0" x 4' -4"
<br />8'-0"
<br />2' -0" x 3'-l"
<br />3' -0" x 4'-4"
<br />00
<br />m TOP SLAB REINFORCING DIAGRAM
<br />oa
<br />a- �` 6" For 9 -" Thick Slab
<br />o
<br />__ 8" For ll " Thick Slob
<br />U_
<br />rn
<br />#8 Bars
<br />2 Way Reinforcement
<br />1 T"'. C 3' -I" See Tables Below
<br />Type D 4'-6"
<br />8 Type E 4 6" B SEC TION BB
<br />Top Slab With
<br />Centered Opening
<br />Round Structure Bottom
<br />See Index No. 200 For Structure
<br />O Bottom Details and Hole Reinforcement.
<br />TYPE C 4' -0"
<br />TYPE D 6'-0"
<br />8" TYPE E 6' -0" 8"
<br />(Minimum Diameter
<br />Unless Otherwise
<br />Shown In The Plans )
<br />STRAIGHT CONCRETE ENDWALLS
<br />SINGLE AND MULTIPLE PIPE
<br />CONCRETE ELLIPTICAL PIPE
<br />SCHEDULE
<br />GRADE 60
<br />OR
<br />65KSII OR ( WIRE FABRIC)
<br />In 2 /ft
<br />Opening Area
<br />( SF )
<br />Dimensions
<br />Class I Concrete ( CY
<br />Rise
<br />Span
<br />Approx.
<br />Equiv.
<br />Round
<br />Number Of Pipe And Skew Angles Of Pipe
<br />Rise
<br />Span
<br />Number Of Pipes
<br />A
<br />8
<br />C
<br />E
<br />F
<br />G
<br />S
<br />X
<br />Single
<br />Double
<br />Triple
<br />Quadruple
<br />81 < 18'
<br />9.0
<br />C
<br />Pipe
<br />1
<br />2
<br />3
<br />4
<br />0°
<br />l5°
<br />30°
<br />45°
<br />0°
<br />0°
<br />15°
<br />30°
<br />45°
<br />0°
<br />/5°
<br />30°
<br />45°
<br />0°
<br />I5°
<br />30°
<br />45°
<br />12"
<br />14"
<br />19"
<br />241,
<br />29"
<br />34"
<br />38"
<br />43"
<br />48"
<br />18"
<br />23"
<br />30"
<br />38"
<br />45"
<br />53"
<br />60"
<br />68"
<br />76"
<br />1 1.3
<br />1 1.8
<br />3.3
<br />5.1
<br />7.4
<br />10.2
<br />12.9
<br />16.6
<br />20.5
<br />2.6
<br />3.6
<br />6.6
<br />10.2
<br />14.8
<br />20.4
<br />25,81
<br />33.2
<br />41.0
<br />3.9
<br />5.4
<br />9.9
<br />15.3
<br />22.2
<br />30.6
<br />38.71
<br />49.8
<br />61,5
<br />5.2
<br />7,2
<br />13,2
<br />20.4
<br />29.6
<br />40,8
<br />51.6
<br />66.4
<br />82.0
<br />1' -8"
<br />I' -l0"
<br />2' -3"
<br />2' -8"
<br />3' -1"
<br />3'-6"
<br />3'-10"
<br />4' -3"
<br />4' -8"
<br />1'-2"
<br />/' -3"
<br />1' -4"
<br />P -5"
<br />!' -6"
<br />P -T"
<br />!' -8"
<br />l' -l0"
<br />2' -1"
<br />3' -9"
<br />4'2
<br />5' -115°
<br />6' -3"
<br />7'-0"
<br />7' -Hy" '
<br />8'-9"
<br />9' -8j"
<br />l0' -8"
<br />l' -l0"
<br />/'-!I"
<br />2' -0"
<br />Z -1"
<br />2'-2"
<br />2' -3"
<br />2'-4"
<br />2'-6"
<br />2'-9"
<br />I' -2"
<br />!' -3"
<br />l' -4"
<br />l /' -5"
<br />!' -6"
<br />l' -7"
<br />1' -8"
<br />l'- l0 "6'-2j
<br />2'-0"
<br />O' -3"
<br />8J
<br />l'-7
<br />2' -9"
<br />3'-6"
<br />5' -3"
<br />7' -2"
<br />Z -10"
<br />3'-5"
<br />4'-2"
<br />5'-2"
<br />6'-0"
<br />7' -11"
<br />8' -l0"
<br />9'-9"
<br />2'-10"
<br />3' -5"
<br />4'-2"
<br />5'-2"15'-4"
<br />6' -0"
<br />7' -1"
<br />P -41"
<br />8' -l0"
<br />9' -9"
<br />2'-I1"
<br />3' -6"
<br />4'-4"
<br />6' -3"
<br />7'-4"
<br />8' -2"
<br />9'-2"
<br />IO'-l"
<br />3'-3"
<br />3' /!"
<br />4' -10"
<br />6' -0"
<br />6'-1111
<br />8'-2"
<br />9' -2"
<br />10' -2"
<br />1/1 -3"
<br />4' -0"
<br />4'-I0'
<br />5' -ll"
<br />7'-4"
<br />8'-6'
<br />l0' -0"
<br />11'-2"
<br />12' -6"
<br />13' -9"
<br />1,09
<br />1.36
<br />1.89
<br />2.64
<br />3.32
<br />4.24
<br />5.22
<br />6.63
<br />8.66
<br />1.45
<br />1.82
<br />2.55
<br />3,55
<br />4.48
<br />-5.7615.8116.00
<br />7.16
<br />9.0/
<br />/1.74
<br />1.46
<br />1.84
<br />2.57
<br />3.58
<br />4.52
<br />7.23
<br />9.09
<br />11.85
<br />1.51
<br />/.89
<br />2.65
<br />3.69
<br />4,66
<br />7.46
<br />9.38
<br />12.22
<br />1.60
<br />2.01
<br />2.82
<br />3.93
<br />4,96
<br />6.39
<br />7.96
<br />10.00
<br />13.02114.82
<br />1.80
<br />2.29
<br />3.22
<br />4,48
<br />5.64
<br />7.29
<br />9./0
<br />11.39
<br />1.82
<br />2.32
<br />3.27
<br />4.54
<br />5.72
<br />7.40
<br />9,24
<br />/1.56
<br />15.04
<br />/.9/
<br />2.43
<br />3.43
<br />4.77
<br />6.00.6.601
<br />7.7618.551
<br />9.70
<br />/2.13
<br />15.77
<br />2.09
<br />2.68
<br />3.77
<br />5.24
<br />/0.7!
<br />/3.36
<br />17.37
<br />2.16
<br />2.75
<br />3.88
<br />5.39
<br />6.80
<br />8,81
<br />141.05
<br />!3.7714,02/4.8816.73
<br />17.91
<br />2.20
<br />2.80
<br />3.95
<br />5.49
<br />6.92
<br />8.97
<br />1/.25
<br />18.23
<br />2.33
<br />2.97
<br />4.19
<br />5.82
<br />7,34
<br />9.52
<br />11.95
<br />/9.34
<br />2.60
<br />3,33
<br />4.70
<br />6,53
<br />6.24
<br />10.70
<br />13.46
<br />21,74
<br />/2"
<br />14"
<br />19"
<br />24"
<br />29"
<br />34"
<br />38"
<br />43"
<br />48"
<br />l8"
<br />23"
<br />30"
<br />38"
<br />45"
<br />53"
<br />60"
<br />6B"
<br />76"
<br />1 15"
<br />18"
<br />24"
<br />30"
<br />36"
<br />42"
<br />1 48"
<br />54"
<br />60"
<br />53"
<br />58"
<br />83"
<br />91"
<br />24.8
<br />29.5
<br />49.6
<br />59.0
<br />74.4
<br />88.5
<br />99.2
<br />118.0
<br />5' -/"
<br />5' 6"
<br />2'-6"
<br />2' -l0"
<br />11' -7"
<br />12' 6
<br />3'-2"
<br />3' 6,
<br />2'-6"
<br />2' -l0"
<br />8'-1"
<br />9' -O�
<br />10'-7"
<br />I!' 4"
<br />l0' -7"
<br />11' -4"
<br />10'- l! "12'
<br />Il' -9"
<br />-3"
<br />13'-1"
<br />15'-0"
<br />16'-0"
<br />12.50
<br />16.46
<br />16.98
<br />22.26
<br />16.98
<br />2,46
<br />17.67
<br />23./6
<br />18.83
<br />24.6628.0
<br />21.4(
<br />21,7822.6625,18
<br />28.46
<br />29.85
<br />2.85
<br />25.97
<br />33.8534.4636.55
<br />26.44128.06
<br />31.55
<br />41.05
<br />53"
<br />58"
<br />B3"
<br />91"
<br />66"
<br />72"
<br />BY NO DATE
<br />REVISION
<br />DESIGNED
<br />- DATE
<br />DRAWN
<br />DATE
<br />CHECKED
<br />BY DATE
<br />E SIN'Vl�A01'f p11Nws
<br />1800 Eller Drive, Suite 600
<br />Fort Lauderdale, Florida 33316
<br />Phone: 954.921.7781 Fax 954.921,8807
<br />Certificate of Authorization 514
<br />TOP ,SLAB
<br />REINFORCING SCHEDULE
<br />SCHEDULE
<br />GRADE 60
<br />OR
<br />65KSII OR ( WIRE FABRIC)
<br />In 2 /ft
<br />A
<br />0.20
<br />B
<br />0.24
<br />C
<br />0.37
<br />D
<br />0.53
<br />E
<br />0.73
<br />F
<br />/.06
<br />G
<br />1.45
<br />TOP SLAB WITH
<br />CENTERED OPENING
<br />SLAB
<br />DEPTH
<br />SLAB
<br />THICKNESS
<br />REINFORCING
<br />(2 WAYS)
<br />SCHEDULE
<br />SIZE: 4' -0"
<br />• 0.5' -40'
<br />gill
<br />C
<br />SIZE: 5' -0"
<br />• 0,5' <30'
<br />92
<br />C
<br />30' -40'
<br />9z"
<br />D
<br />SIZE. 6'-0"
<br />0.51<81
<br />91"
<br />B
<br />81 < 18'
<br />9.0
<br />C
<br />18'<30'
<br />92-"
<br />D
<br />30'<37'
<br />9"
<br />E
<br />37' -40'
<br />92'
<br />G
<br />SIZE: 8'- 0"
<br />0.5< 9'
<br />// 2 °
<br />C
<br />9'< 15'
<br />a �„
<br />0
<br />15'<23'
<br />11 ' II
<br />E
<br />23'<33'
<br />E
<br />33'-40'
<br />// z "
<br />G
<br />SECTION AA
<br />2 of 2 250 ALT. A STRUCTURE BOTTOM FOR INLETS TYPE C, D AND E 5 of 5 232
<br />E in
<br />1� N
<br />Dia, Varies
<br />(12" Std.) �
<br />4" Galvanized Hardware Cloth
<br />No. 4 Coarse Aggregate 2' x 2'x 2'
<br />Filter Fabric
<br />NOTE: Sump bottom appropriate for all manhole and inlet types.
<br />Cost for sump bottom to be included in the contract unit
<br />price for inlet or manhole.
<br />SUMP 80 T TOM
<br />DI TCH 80T TOM INLETS
<br />TYPES C,D,E & H
<br />CITY OF SUNNY ISLES BEACH, FL
<br />ATLANTIC ISLES ROADWAY
<br />i
<br />AND UTILITY IMPROVEMENTS
<br />PAVING AND DRAINAGE DETAILS
<br />RONNIE S. NAVARRO, P.E.
<br />FLORIDA REGISTRATION No. 67642
<br />SOURCE: FDOT INDEX 2006
<br />SCALE SHEET
<br />N.T.S.
<br />_
<br />PROJECT No
<br />05 -4893 C21
<br />CAD FILE
<br />05- 4863- C- DTLS.DWG OF
<br />
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