Barbending Storm Water
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Transcript of Barbending Storm Water
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8/18/2019 Barbending Storm Water
1/16
PROJECT
MANAGER
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8/18/2019 Barbending Storm Water
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CONSTRUCTION
MANAGER
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PLANNING
SECTION
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8/18/2019 Barbending Storm Water
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ADMIN
SECTION
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EMAAR DHA PHASE -II (EXT.)
SOD-STORM WATER DRAIN -SE1/1
PKDHAP400/ST/3561-A
SE1/1 (BAR BENDING ACCORDING TO CONSTRUCTION DRAWINGS)
S.# Description C/C (mm) osTot!" en$%ts (mm)
S%!pe (A"" &imensions !re in mm)T1' T16 T'0 T'' T'5
Bottom Sl!
1 ( 0
1 ( 0
!in *Dis. +!rs Top * +ottom 150 T1' ' 4 ,16. 334.'4 - - - - 556.mm
1 ( 0
1 ( 0
!in *Dis. +!rs Top * +ottom 150 T1' ' 4 141.30 11346.40 - - - - 105.30mm
1 ( 0
1 ( 0
!in *Dis. +!rs Top * +ottom 150 T1' ' 4 16'. 13463.04 - - - - 13''.mm
1 ( 0
1 ( 0
!in *Dis. +!rs Top * +ottom 150 T1' ' 4 143.'4 1445.,' - - - - 143.'4mm
1 ( 0
1 ( 0
!in *Dis. +!rs Top * +ottom 150 T1' ' 4 1,31.6' 1545'.,6 - - - - 151.6'mm
1
( 0
1
( 0
!in *Dis. +!rs Top * +ottom 150 T1' ' ' 1,60.00 40.00 - - - - 1600.00mm
WALLS
150mm
' 6 4 6 m m
!""s er. +!rs ter Si&e 150 T1' 33 1 3'46.00 1011.00 - - - -
450mm
150mm
' 6 4 6 m m
!""s er. +!rs 2nner Si&e 150 T1' ' 1 30,6.00 35,'.00 - - - -
300mm
!""s Di$on!" +!rs 2nner Si&e 1'5 T16 40 1 100.00 - 43'00.00 - - -
+!r Di!(mm)
o 2n!c%
Ct en$t%(mm)
300
300
40
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8/18/2019 Barbending Storm Water
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SE1/1 (BAR BENDING ACCORDING TO CONSTRUCTION DRAWINGS)
S.# Description C/C (mm) osTot!" en$%ts (mm)
S%!pe (A"" &imensions !re in mm)T1' T16 T'0 T'' T'5
+!r Di!(mm)
o 2n!c%
Ct en$t%(mm)
!""s %oriont!"/circ"!r +!rs oter Si&e 150 T1' 16 1 5,6.55 ,54.0 - - - -
50'6.55mm
!""s %oriont!"/circ"!r +!rs oter Si&e 150 T1' 16 1 5044.00 004.00 - - - -
404mm
To" Sl!Bottom #$%&'o#$m$&t
3 0 0
3 0 0
!in +!rs * Dis.+!rs 100 T'0 4 1 134.60 - - 54,.40 - - 4.60
3 0 0
3 0 0
!in +!rs * Dis.+!rs 100 T'0 3 1 165.30 - - 4,4.,0 - - 105.3
3 0 0
3 0 0
!in +!rs * Dis.+!rs 100 T'0 3 1 14,.00 - - 554.00 - - 1'4,
3 0 0
3 0 0
!in +!rs * Dis.+!rs 100 T'0 3 1 1,5.64 - - 5,56.,' - - 135.64
3 0 0
3 0 0
!in +!rs * Dis.+!rs 100 T'0 1 1 '03.'4 - - '03.'4 - - 143.'4
3 0 0
3 0 0
Dis.+!rs 100 T'0 1 1 '14,.1, - - '14,.1, - - 154,.1,
3 0 0
3 0 0
Dis.+!rs 100 T'0 1 1 '1.45 - - '1.45 - - 15.45
3 0 0
3 0 0
Dis.+!rs 100 T'0 ' 1 1'50.,' - - '501.4 - - 650.,'
T "AP 40mm
T "AP 40mm
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8/18/2019 Barbending Storm Water
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SE1/1 (BAR BENDING ACCORDING TO CONSTRUCTION DRAWINGS)
S.# Description C/C (mm) osTot!" en$%ts (mm)
S%!pe (A"" &imensions !re in mm)T1' T16 T'0 T'' T'5
+!r Di!(mm)
o 2n!c%
Ct en$t%(mm)
3 0 0
3 0 0
Dis.+!rs 100 T'0 ' 1 11'4., - - ''4,.,6 - - 5'4.,
3 0 0
3 0 0
Dis.+!rs 100 T'0 ' 1 1054. - - '10,.4 - - 454.
3 0
0
3 0
0
Dis.+!rs 100 T'0 ' 1 1006.6' - - '013.'4 - - 406.6'
3 0 0
3 0 0
Dis.+!rs 100 T'0 ' 1 ,3.0, - - 1,46.1 - - 33.0,
3 0 0
3 0 0
Dis.+!rs 100 T'0 ' 1 ,55.5 - - 1,11.50 - - 355.5
3 0 0
3 0 0
Dis.+!rs 100 T'0 ' 1 ,0.0 - - 1,60.14 - - 30.0
3 0 0
3 0 0
!in. +!rs 100 T'0 1 1 1365.00 - - 1365.00 - - 65
3 0
0
3 0
0!in. +!rs 100 T'0 ' 1 134.00 - - '4.00 - - 4
3 0 0
3 0 0
!in. +!rs 100 T'0 ' 1 1405.5 - - '11.0 - - 05.5
3 0 0
3 0 0
!in. +!rs 100 T'0 ' 1 14,'.54 - - ',5.0 - - ,'.54
3 0 0
3 0 0
!in. +!rs 100 T'0 ' 1 ,'.54 - - 15.0 - -
','.54
3 0 0
3 0 0
!in. +!rs 100 T'0 ' 1 05.5 - - 1611.0 - -
'05.5
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8/18/2019 Barbending Storm Water
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SE1/1 (BAR BENDING ACCORDING TO CONSTRUCTION DRAWINGS)
S.# Description C/C (mm) osTot!" en$%ts (mm)
S%!pe (A"" &imensions !re in mm)T1' T16 T'0 T'' T'5
+!r Di!(mm)
o 2n!c%
Ct en$t%(mm)
3 0 0
3 0 0
!in. +!rs 100 T'0 ' 1 4.00 - - 154.00 - -
14
!in. +!rs 100 T'0 1 1 65.00 - - 65.00 - -
3 0 0
3 0 0
To" #$%&'o#$m$&t 165
3 0 0
3 0 0
!in +!rs * Dis.+!rs 1'5 T16 ' 1 1156. - '313.56 - - - 556.
3 0 0
3 0 0
!in +!rs * Dis.+!rs 1'5 T16 1 1 15,.5 - 15,.5 - - - ,,.5
3 0 0
3 0 0!in +!rs * Dis.+!rs 1'5 T16 1 1 14,.00 - 14,.00 - - - 1'4,
3 0 0
3 0 0
!in +!rs * Dis.+!rs 1'5 T16 1 1 '013.33 - '013.33 - - - 1413.33
3 0 0
3 0 0
Dis.+!rs 1'5 T16 1 1 '11,. - '11,. - - - 151,.
3 0 0
3 0 0
Dis.+!rs 1'5 T16 1 1 '10.35 - '10.35 - - - 150.35
3 0 0
3 0 0
Dis.+!rs 1'5 T16 ' 1 1'50.,1 - '501.' - - - 650.,1
3
0 0
3
0 0
Dis.+!rs 1'5 T16 ' 1 1104.5' - ''0,.04 - - - 504.5'
3 0 0
3 0 0
Dis.+!rs 1'5 T16 ' 1 10'.6, - '05.3 - - - 4'.6,
3 0 0
3 0 0
Dis.+!rs 1'5 T16 ' 1 ,0.1 - 1,60.34 - - - 30.1
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SE1/1 (BAR BENDING ACCORDING TO CONSTRUCTION DRAWINGS)
S.# Description C/C (mm) osTot!" en$%ts (mm)
S%!pe (A"" &imensions !re in mm)T1' T16 T'0 T'' T'5
+!r Di!(mm)
o 2n!c%
Ct en$t%(mm)
3 0 0
3 0 0Dis.+!rs 1'5 T16 ' 1 ,55.5 - 1,11.50 - - - 355.5
3 0 0
3 0 0
!in+!rs 1'5 T16 ' 1 101. - '03.54 - - - 41.
3 0 0
3 0 0
!in+!rs 1'5 T'0 ' 1 1365.00 - - '30.00 - - 65
3 0 0
3 0 0
!in+!rs 1'5 T'0 ' 1 13,.3 - - '5.4 - - ,.3
3 0 0
3 0 0
!in+!rs 1'5 T'0 ' 1 1436.,4 - - '3. - - 36.,4
3 0 0
3 0 0
!in+!rs 1'5 T'0 ' 1 '013.33 - - 40'6.66 - - 1413.33
3 0 0
3 0 0
!in+!rs 1'5 T'0 ' 1 14,.00 - - 36,.00 - - 1'4,
3 0 0
3 0 0
!in+!rs 1'5 T'0 ' 1 15,.5 - - 31,.50 - - ,,.5
3 0 0
3 0 0
!in+!rs 1'5 T'0 ' 1 1156. - - '313.56 - - 556.
3 0 0
3 0 0
!in+!rs 1'5 T'0 ' 1 36.,5 - - 163.,0 - -'36.,5
3 0 0
3 0 0
!in+!rs 1'5 T'0 ' 1 ,.3 - - 155.4 - -
1,.3
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SE1/1 (BAR BENDING ACCORDING TO CONSTRUCTION DRAWINGS)
S.# Description C/C (mm) osTot!" en$%ts (mm)
S%!pe (A"" &imensions !re in mm)T1' T16 T'0 T'' T'5
+!r Di!(mm)
o 2n!c%
Ct en$t%(mm)
3 0
0
3 0
0
!in+!rs 1'5 T'0 1 1 65.00 - - 65.00 - -
165
Tot!" 4331.36 6,5'.4 4305.'4 0.00 0.00
Tot!" (m) 43.3 6.,5 4.31 0.00 0.00
ei$% in K$/tr 0.,0 1.5 '.4 '.,0 3.50
ei$%ts 3,.'6, 10.365 '0.'34 0.000 0.000
Totl W$%*t %& +, .00
Totl W$%*t %& To&, .2
Smitte& + (H7) Appro8e& +
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8/18/2019 Barbending Storm Water
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EMAAR DHA PHASE -II (EXT.)
SOD-STORM WATER DRAIN -SE1/3
PKDHAP400/ST/3561-A
SE1/3 (BAR BENDING ACCORDING TO CONSTRUCTION DRAWINGS)
S.# Description C/C (mm) osTot!" en$%ts (mm)
S%!pe (A"" &imensions !re in mm)T1' T16 T'0 T'' T'5
Bottom Sl!
1 ( 0
1 ( 0
!in *Dis. +!rs Top * +ottom 150 T1' ' 4 ,16. 334.'4 - - - - 556.mm
1 ( 0
1 ( 0
!in *Dis. +!rs Top * +ottom 150 T1' ' 4 141.30 11346.40 - - - - 105.30mm
1 ( 0
1 ( 0
!in *Dis. +!rs Top * +ottom 150 T1' ' 4 16'. 13463.04 - - - - 13''.mm
1 ( 0
1 ( 0
!in *Dis. +!rs Top * +ottom 150 T1' ' 4 143.'4 1445.,' - - - - 143.'4mm
1 ( 0
1 ( 0
!in *Dis. +!rs Top * +ottom 150 T1' ' 4 1,31.6' 1545'.,6 - - - - 151.6'mm
1 ( 0
1 ( 0
!in *Dis. +!rs Top * +ottom 150 T1' ' ' 1,60.00 40.00 - - - - 1600.00mm
WALLS
150mm
3 5 6 4 m m
!""s er. +!rs ter Si&e 150 T1' 33 1 4164.00 1341'.00 - - - -
450mm
150mm
3 5 6 4 m m
!""s er. +!rs 2nner Si&e 150 T1' ' 1 4014.00 103.00 - - - -
300mm
!""s Di$on!" +!rs 2nner Si&e 1'5 T16 40 1 100.00 - 43'00.00 - - -
+!r Di!(mm)
o 2n!c%
Ct en$t%(mm)
300
300
40
-
8/18/2019 Barbending Storm Water
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SE1/3 (BAR BENDING ACCORDING TO CONSTRUCTION DRAWINGS)
S.# Description C/C (mm) osTot!" en$%ts (mm)
S%!pe (A"" &imensions !re in mm)T1' T16 T'0 T'' T'5
+!r Di!(mm)
o 2n!c%
Ct en$t%(mm)
!""s %oriont!"/circ"!r +!rs oter Si&e 150 T1' '' 1 5,6.55 13104.10 - - - -
50'6.55mm
!""s %oriont!"/circ"!r +!rs oter Si&e 150 T1' 16 1 5044.00 004.00 - - - -
404mm
To" Sl!
Bottom #$%&'o#$m$&t
3 0 0
3 0 0
!in +!rs * Dis.+!rs 100 T'0 4 1 134.60 - - 54,.40 - - 4.60
3 0 0
3 0 0
!in +!rs * Dis.+!rs 100 T'0 3 1 165.30 - - 4,4.,0 - - 105.3
3
0 0
3
0 0
!in +!rs * Dis.+!rs 100 T'0 3 1 14,.00 - - 554.00 - - 1'4,
3 0 0
3 0 0
!in +!rs * Dis.+!rs 100 T'0 3 1 1,5.64 - - 5,56.,' - - 135.64
3 0 0
3 0 0
!in +!rs * Dis.+!rs 100 T'0 1 1 '03.'4 - - '03.'4 - - 143.'4
3 0 0
3 0 0
Dis.+!rs 100 T'0 1 1 '14,.1, - - '14,.1, - - 154,.1,
3 0 0
3 0 0
Dis.+!rs 100 T'0 1 1 '1.45 - - '1.45 - - 15.45
3 0 0
3 0 0
Dis.+!rs 100 T'0 ' 1 1'50.,' - - '501.4 - - 650.,'
T "AP 40mm
T "AP 40mm
-
8/18/2019 Barbending Storm Water
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SE1/3 (BAR BENDING ACCORDING TO CONSTRUCTION DRAWINGS)
S.# Description C/C (mm) osTot!" en$%ts (mm)
S%!pe (A"" &imensions !re in mm)T1' T16 T'0 T'' T'5
+!r Di!(mm)
o 2n!c%
Ct en$t%(mm)
3 0 0
3 0 0
Dis.+!rs 100 T'0 ' 1 11'4., - - ''4,.,6 - - 5'4.,
3 0 0
3 0 0
Dis.+!rs 100 T'0 ' 1 1054. - - '10,.4 - - 454.
3 0 0
3 0 0
Dis.+!rs 100 T'0 ' 1 1006.6' - - '013.'4 - - 406.6'
3 0 0
3 0 0
Dis.+!rs 100 T'0 ' 1 ,3.0, - - 1,46.1 - - 33.0,
3 0 0
3 0 0
Dis.+!rs 100 T'0 ' 1 ,55.5 - - 1,11.50 - - 355.5
3 0 0
3 0 0
Dis.+!rs 100 T'0 ' 1 ,0.0 - - 1,60.14 - - 30.0
3 0 0
3 0 0
!in. +!rs 100 T'0 1 1 1365.00 - - 1365.00 - - 65
3 0
0
3 0
0
!in. +!rs 100 T'0 ' 1 134.00 - - '4.00 - - 4
3 0 0
3 0 0
!in. +!rs 100 T'0 ' 1 1405.5 - - '11.0 - - 05.5
3 0 0
3 0 0
!in. +!rs 100 T'0 ' 1 14,'.54 - - ',5.0 - - ,'.54
3 0 0
3 0 0
!in. +!rs 100 T'0 ' 1 ,'.54 - - 15.0 - -
','.54
3 0 0
3 0 0
!in. +!rs 100 T'0 ' 1 05.5 - - 1611.0 - -
'05.5
-
8/18/2019 Barbending Storm Water
14/16
SE1/3 (BAR BENDING ACCORDING TO CONSTRUCTION DRAWINGS)
S.# Description C/C (mm) osTot!" en$%ts (mm)
S%!pe (A"" &imensions !re in mm)T1' T16 T'0 T'' T'5
+!r Di!(mm)
o 2n!c%
Ct en$t%(mm)
3 0 0
3 0 0
!in. +!rs 100 T'0 ' 1 4.00 - - 154.00 - -
14
!in. +!rs 100 T'0 1 1 65.00 - - 65.00 - -
3 0 0
3 0 0
To" #$%&'o#$m$&t 165
3 0 0
3 0 0
!in +!rs * Dis.+!rs 1'5 T16 ' 1 1156. - '313.56 - - - 556.
3 0 0
3 0 0
!in +!rs * Dis.+!rs 1'5 T16 1 1 15,.5 - 15,.5 - - - ,,.5
3 0 0
3 0 0!in +!rs * Dis.+!rs 1'5 T16 1 1 14,.00 - 14,.00 - - - 1'4,
3 0 0
3 0 0
!in +!rs * Dis.+!rs 1'5 T16 1 1 '013.33 - '013.33 - - - 1413.33
3 0 0
3 0 0
Dis.+!rs 1'5 T16 1 1 '11,. - '11,. - - - 151,.
3 0 0
3 0 0
Dis.+!rs 1'5 T16 1 1 '10.35 - '10.35 - - - 150.35
3 0 0
3 0 0
Dis.+!rs 1'5 T16 ' 1 1'50.,1 - '501.' - - - 650.,1
3 0 0
3 0 0
Dis.+!rs 1'5 T16 ' 1 1104.5' - ''0,.04 - - - 504.5'
3 0 0
3 0 0
Dis.+!rs 1'5 T16 ' 1 10'.6, - '05.3 - - - 4'.6,
3 0 0
3 0 0
Dis.+!rs 1'5 T16 ' 1 ,0.1 - 1,60.34 - - - 30.1
-
8/18/2019 Barbending Storm Water
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SE1/3 (BAR BENDING ACCORDING TO CONSTRUCTION DRAWINGS)
S.# Description C/C (mm) osTot!" en$%ts (mm)
S%!pe (A"" &imensions !re in mm)T1' T16 T'0 T'' T'5
+!r Di!(mm)
o 2n!c%
Ct en$t%(mm)
3 0 0 3 0 0Dis.+!rs 1'5 T16 ' 1 ,55.5 - 1,11.50 - - - 355.5
3 0 0
3 0 0
!in+!rs 1'5 T16 ' 1 101. - '03.54 - - - 41.
3 0 0
3 0 0
!in+!rs 1'5 T'0 ' 1 1365.00 - - '30.00 - - 65
3 0 0
3 0 0
!in+!rs 1'5 T'0 ' 1 13,.3 - - '5.4 - - ,.3
3 0 0
3 0 0
!in+!rs 1'5 T'0 ' 1 1436.,4 - - '3. - - 36.,4
3 0 0
3 0 0
!in+!rs 1'5 T'0 ' 1 '013.33 - - 40'6.66 - - 1413.33
3 0 0
3 0 0
!in+!rs 1'5 T'0 ' 1 14,.00 - - 36,.00 - - 1'4,
3 0 0
3 0 0
!in+!rs 1'5 T'0 ' 1 15,.5 - - 31,.50 - - ,,.5
3 0 0
3 0 0
!in+!rs 1'5 T'0 ' 1 1156. - - '313.56 - - 556.
3 0 0
3 0 0
!in+!rs 1'5 T'0 ' 1 36.,5 - - 163.,0 - -
'36.,5
3 0 0
3 0 0
!in+!rs 1'5 T'0 ' 1 ,.3 - - 155.4 - -
1,.3
-
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SE1/3 (BAR BENDING ACCORDING TO CONSTRUCTION DRAWINGS)
S.# Description C/C (mm) osTot!" en$%ts (mm)
S%!pe (A"" &imensions !re in mm)T1' T16 T'0 T'' T'5
+!r Di!(mm)
o 2n!c%
Ct en$t%(mm)
3 0 0
3 0 0
!in+!rs 1'5 T'0 1 1 65.00 - - 65.00 - -
165
Tot!" 5'30.66 6,5'.4 4305.'4 0.00 0.00
Tot!" (m) 5'.3 6.,5 4.31 0.00 0.00
ei$% in K$/tr 0.,0 1.5 '.4 '.,0 3.50
ei$%ts 40.'5, 10.365 '0.'34 0.000 0.000
Totl W$%*t %& +, 02.020
Totl W$%*t %& To&, .0
Smitte& + (H7) Appro8e& +
