13

18a

22

23

24

18b

QUALITY ASSURANCE CHENNAI METRO RAIL LIMITED.SUCG METRO TUNNELING CHENNAI

(JOINT VENTURE)

EGIS RAIL-MAUNSELL /AECOM-BARSYL-EGIS INDIA

Key Plan

Kilpauk Medical College StationRC Detail of Base SlabBottom Reinf. (Between Grid 1 to 4)

288382/LTU/465/SKM/1372741 A

A

B

C'C

D

E

1500

9590

510

1010

015

00

01 02 03 04

Scale 1:100Reinforcement Plan for Base Slab

12000 8800 10600

TOC -12.764m TOC -11.170m

A-

959051010100

1500

400

Section A-Scale 1:50

D C C' B

C

-

Section C-Scale 1:50

3

800

800

1000

-12.764m

-11.170m

B-

Section B-Scale 1:50

Section B-Scale 1:50

BA C'

1200

C

D E

1500

1500

400

1500

400

UPE Wall

UPE Wall

400

D-Wall

D-Wall

D-Wall

D-Wall Column

3040 6080 5240 4400 4850 5300 525029

4058

8058

8058

8029

40Y 1 Y 2

Position of bar.

Type & dia of bar.Center to center spacing of bar.

Bar Mark : T16 @ 125 B1

Bottom Bars

Legend:

Bar Marks 1 B2

B4B3

B1

Bar Arrangement

Notes :-1. All Dimensions are in Millimetres.2. All Levels are in Meters, Indicating 'Top of Concrete' (TOC) Wherever Applicable.3. All Minimum Internal Clearances are Mandatory.4. Cover to outermost reinforcement shall Bot. =70mm, Top. =45mm Unless Otherwise Noted.5. Concrete to be Grade M-35(Min.)6. Read this Drawing in Conjunction with Relevant Architectural Drawings.7. Scales Written on this Drawing are for A1 Size Drawing. For A3 Size Drawing the Scales

will be Half those Written.8. Development Length (Ld) shall be 40 times of Bar diameters.9. Lap shall be staggered and not more than 50% of laps shall be spliced at a section. Laps

shall be considered staggered if center to center distance of splices is 1.3 times lap length.10. Provisions for E&M cut-outs shall be provided at construction of Concourse slab. For details

refer SEM Drawings.

Y 3 Y 4 Y 5 Y 6 Y 7

Shape(mm)

Reinforcementdetails

BarMark

Schedule of Reinforcement:-

TiedWith

T32 @ 125 B111450

1000

T32 @ 125 B31a 1450

T20 @ 125 B12 7150

T20 @ 125 B13 5000

T12 @ 125 B34 2440

T16 @ 125 B15 2150

T20 @ 125 B36 2440

T25 @ 125 B17 5800

T20 @ 125 B37a 5800

T16 @ 125 B38 2440

T16 @ 125 B38a 3575

T25 @ 125 B19 14501000

T25 @ 125 B39a 1450

9

9a

9

9a

19T12 @ 125 B311 2065

T8 @ 250 B313 7200

T20 @ 125 B310 1450

T20 @ 125 B112 5500

T10 @ 250 B314 2065

Shape(mm)

Reinforcementdetails

BarMark

Schedule of Reinforcement:-

TiedWith

T32 @ 125 B21714501000

T32 @ 125 B417a 1450

T10 @ 100 B418 2500

T16 @ 100 B218a 2150

T16 @ 100 B219 12000

T16 @ 100 B220 8500

21

22

23

T20 @ 100 B2 5240

T12 @ 100 B2 5250

T16 @ 100 B4 5250

12,13,14 122a

1 1a

1

2,6 6

3,66

2

3

19

19

2a

2a

20

19a

19a

2,3

2a

24 T25 @ 125 B1 2500 2,3

T32 @ 125 B11b 29501000

9aT25 @ 125 B310a 1450

25 T25 @ 125 B1 2500 2b,12

T16 @ 100 B219a 4050

2250300

19,20

21a T16 @ 100 B4 5240

19

T16 @ 100 B220a 7500

T16 @ 100 B220b 2350 26501000

14

T25 @ 125 B116 5150 2b

T16 @ 125 B315 5140

6

6

2a

T20 @ 125 B316a 5800

9a

13

19

300

300300

T16 @ 100 B418b 2500

T20 @ 100 B219b 2300 19

18bT16 @ 100 B418c 2500

13

16 16

2b,13,141413

16a 16a

2319 1922+

5 5

1a

55

25a T8 @ 200 B4 4200

21b T16 @ 100 B4 4850

2

2a

References:-1. 288382/LTU/467/SKM/1172101 - Undercroft Level G.A2. 288382/LTU/465/SKM/1272742 - Top Reinf. Details3. 288382/LTU/465/SKM/1272771 - Column Reinf. Details4. 288382/LTU/465/SKM/1172235 - G.A of Plunge Column5. 288382/LTU/465/SKM/1172236 - G.A of Barrettes6. 288382/LTU/461/1170501 - General Notes7. 288382/LTU/467/SKM/1372163 - Base Slab Part G.A (Sheet 1 of 3)8. 288382/LTU/467/SKM/1372164 - Base Slab Part G.A (Sheet 2 of 3)9. 288382/LTU/467/SKM/1372165 - Base Slab Part G.A (Sheet 3 of 3)

Bars shall be curtailed With in plunge columns Bar lengths are shown in the table are forDesign requirements

Base slab 800Thk. Base slab 800Thk.

C1 C1 C1

1594

T32 @ 125 B1 14501c

D

-

800

400

1500 1000

800

400

T32 @ 125 B3 29501d

20b

20,20b

TOC -11.170M

TOC -12.764M

TOC -12.764M

TOC -12.764M

TOC -11.170M

2b 2020b

19a

1b 1d

9

9a

Section D-Scale 1:50

20b

1594

1594

13 14+ 13

12

1314 +13

2a 16

16a

Typical Plunge Column Welding Details ReferDrg. No.: 288382/LTU/465/SKM/1372745

Typical Reinf. Details Refer Drg. No.:288382/LTU/465/SKM/1372742, 1372743 & 1372745

T20 @ 125 B12a 12000

T20 @ 125 B12b 3650

2a2b

2b

2a

2a

2a

3

For Staircase & Escalator Column Dowel DetailsRefer Drg. no 288382/LTU/467/SKM/1272795,1272796, 1272812, 1272813 & 1272814

14b

2b

T16 @ 100 SFR14a 3000

T16 @ 100 SFR14b 1500

14a

For drainage details refer drawing no.288382/LTU/473/C2U/SKM/1157309 & 1157310& Refer other relevant drainage drawing

84 89

QUALITY ASSURANCE CHENNAI METRO RAIL LIMITED.SUCG METRO TUNNELING CHENNAI

(JOINT VENTURE)

EGIS RAIL-MAUNSELL /AECOM-BARSYL-EGIS INDIA

Kilpauk Medical College StationRC Detail of Base SlabBottom Reinf. (Between Grid 4 to 8)

288382/LTU/465/SKM/1372743 A

A

B

C'C

D

E

1500

9590

510

1010

015

00

04 05 06 07 0810400 12000 5400 13200

Scale 1:100Reinforcement Plan for Base Slab

A-

Section A-Scale 1:50

TOC -11.170M

Coupler Bars Refer D WallReinf. Drawings 12

00

TOC -11.170M

800

UPE Wall

1000

B CC' D

200

9590 10100510

Position of bar.

Type & dia of bar.Center to center spacing of bar.

Bar Mark : T16 @ 125 B1

Legend:

Bar Marks 70

Bar Arrangement

5250Y 7

5200 5600 600000 435000 270000 465000 660000 660000

2566

2551

3245

5132

5051

3245

2566

25

Y 8 Y 9 Y 10 Y 11 Y 12 Y 13 Y 14 Y 15

Key Plan

70

Shape(mm)

Reinforcementdetails

BarMark

Schedule of Reinforcement:-

TiedWith

T25 @ 125 B170 10001450

T25 @ 125 B372 1450

T20 @ 125 B373 1450

T25 @ 125 B174 2500

T20 @ 125 B176 3150

T20 @ 125 B175 6000

T20 @ 125 B177 6950

T12 @ 125 B379 2065

T12 @ 125 B380 5150

T20 @ 125 B381 5150

T25 @ 125 B183 5150

T8 @ 250 B384 7200

T20 @ 125 B385 5800

T10 @ 250 B386 2065

87

88

89

T25 @ 125 B3 1450

T32 @ 125 B3

T25 @ 125 B3 3700

90

91

92

72

94

93

74,75

T20 @ 125 B178

75

75

74,76

93

T20 @ 125 B382 2065

96

97

99

99a

98

98a

100

300

8050 300

75b

84,89

T25 @ 125 B1 5150

T8 @ 250 B3 6820

T20 @ 125 B3 5800

T8 @ 200 B4 6600

T12 @ 100 B2 5600

T20 @ 100 B2 4650

94

94

T12 @ 100 B4 4650

T20 @ 100 B2 6600 94

T20 @ 100 B4 6600

T8 @ 200 B4 4350

References:-1. 288382/LTU/467/SKM/1172101 - Undercroft Level G.A2. 288382/LTU/465/SKM/1272744 - Top Reinf. Details3. 288382/LTU/465/SKM/1272771 - Column Reinf. Details4. 288382/LTU/465/SKM/1172235 - G.A of Plunge Column5. 288382/LTU/465/SKM/1172236 - G.A of Barrettes6. 288382/LTU/461/1170501 - General Notes7. 288382/LTU/467/SKM/1372163 - Base Slab Part G.A (Sheet 1 of 3)8. 288382/LTU/467/SKM/1372164 - Base Slab Part G.A (Sheet 2 of 3)9. 288382/LTU/467/SKM/1372165 - Base Slab Part G.A (Sheet 3 of 3)

B2

B4B3

B1

Bars shall be curtailed With in plunge columns

Base slab 800Thk.

Bottom Bars

1450

93 T8 @ 250 B3 3850

7674 74

76

9292 92 92

93 9393

91 707291

UPE Wall

89a T8 @ 250 B3 7600

95 T16 @ 100 B2 7560

10400 To grid 03 13200 To grid 09

Post DrilledPost Drilled

640

Column

Barrette74 75+

92 93

7476 +

94 T16 @ 100 B2 12000

94a T16 @ 100 B2 11800200

72

72

75b

200

71 T25 @ 125 B1 2500

T10 @ 250 B386a 2200 89a

89a

99b T16 @ 100 B4 6600 99a

9293

C4C1

C1C1

C1

For Details Refer Separate Drawing

300typ.

T10 @ 250 c/c

T10 @ 400 c/c

200

800

Typical Reinf. Details

Scale 1:25

(Main Station - Exterior Walls)

200

Refer Base SlabReinf. Details

Refer Platform SlabReinf. Details

-11.170m

-9.420m

Typical Reinf. Details of UPE Wall

Scale 1:25

(Main Station - Interior Walls)

300typ.

T12 @ 150 c/c

T10 @ 400 c/c

200

800

200

-11.170m

Refer Base SlabReinf. Details

Refer Platform SlabReinf. Details

-9.420m

of UPE Wall

800

200

200

T12 @ 150 c/c

T10 @ 400 c/c

Typical Reinf. Details of UPE Wall

Scale 1:25

(Shaft Area)

300typ.

-12.764m

-9.420m

Refer Platform SlabReinf. Details

Refer Base SlabReinf. Details Typical Details of

800

200

Kic

ker

650

1500

T12 @ 450 c/c

T16 @ 150 c/c

250

-11.170m

Refer Base SlabReinf. Details

Scale 1:25

Lift Wall Dowel Reinf.

Typical Reinf. Details Refer Drg. No.:288382/LTU/465/SKM/1372742 & 1372745

Bar lengths are shown in the table are forDesign requirements

Notes :-1. All Dimensions are in Millimetres.2. All Levels are in Meters, Indicating 'Top of Concrete' (TOC) Wherever Applicable.3. All Minimum Internal Clearances are Mandatory.4. Cover to outermost reinforcement shall Bot. =70mm, Top. =45mm Unless Otherwise Noted.5. Concrete to be Grade M-35(Min.)6. Read this Drawing in Conjunction with Relevant Architectural Drawings.7. Scales Written on this Drawing are for A1 Size Drawing. For A3 Size Drawing the Scales

will be Half those Written.8. Development Length (Ld) shall be 40 times of Bar diameters.9. Lap shall be staggered and not more than 50% of laps shall be spliced at a section. Laps

shall be considered staggered if center to center distance of splices is 1.3 times lap length.10. Provisions for E&M cut-outs shall be provided at construction of Concourse slab. For details

refer SEM Drawings.

94b T16 @ 100 B2 10300

95a T16 @ 100 B2 6000

T12 @ 125 B380a 2900

Typical Plunge Column Welding. Details ReferDrg. No.: 288382/LTU/465/SKM/1372745

97a T12 @ 100 B2 5050 94

100a T8 @ 200 B4 3800

T20 @ 125 B176a 8000

T20 @ 125 B175a 10000

T20 @ 125 B175b 12000

75b 75b75b

For Staircase & Escalator Column Dowel DetailsRefer Drg. no 288382/LTU/467/SKM/1272795,1272796, 1272812, 1272813 & 1272814

300(Typ)

300(Typ)

300(Typ)

For drainage details refer drawing no.288382/LTU/473/C2U/SKM/1157309 & 1157310& Refer other relevant drainage drawing

AB

C'C

D

E

1500

9590

510

1010

015

00

1000

1953

010

00

04 05 06 07 0810400 12000 5400 13200

Scale 1:100Reinforcement Plan for Base Slab

A-

5200 5600 6000 4350 2700 4650 6600 660025

6651

3351

3251

3325

66

C1 C1C1

C1

C2

Y8 Y9 Y10 Y11 Y12 Y13 Y14 Y15

Lap

(Typ

.)

DCB C'9590 510 10100

Section A-Scale 1:50

400

1500

-11.170m

1000For Details D - Wall Reinforcement Drg.

113110

Barrette

101

129

119

111 113 111

101

110

Lap(Typ.)

TOC -11.170m

1500 1000

QUALITY ASSURANCE CHENNAI METRO RAIL LIMITED.SUCG METRO TUNNELING CHENNAI

(JOINT VENTURE)

EGIS RAIL-MAUNSELL /AECOM-BARSYL-EGIS INDIA

Bar Arrangement

T3T4

T1T2

Key Plan

References:-1. 288382/LTU/467/SKM/1172101 - Undercroft Level G.A2. 288382/LTU/465/SKM/1272743 - Bottom Reinf. Details3. 288382/LTU/465/SKM/1272771 - Column Reinf. Details4. 288382/LTU/465/SKM/1172235 - G.A of Plunge Column5. 288382/LTU/465/SKM/1172236 - G.A of Barrettes6. 288382/LTU/461/1170501 - General Notes7. 288382/LTU/467/SKM/1372163 - Base Slab Part G.A (Sheet 1 of 3)8. 288382/LTU/467/SKM/1372164 - Base Slab Part G.A (Sheet 2 of 3)9. 288382/LTU/467/SKM/1372165 - Base Slab Part G.A (Sheet 3 of 3)

Position of bar.

Type & dia of bar.Center to center spacing of bar.

Top Bars

Legend:

Bar Marks 101Bar Definition : T12 @ 125 T3

Shape(mm)

Reinforcementdetails

BarMark

Schedule of Reinforcement:-

TiedWith

T16 @ 125 T3101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

116

117

118

119

120

121

122

130

131

132

133

134

135

137

138

139

140

103

Notes :-1. All Dimensions are in Millimetres.2. All Levels are in Meters, Indicating 'Top of Concrete' (TOC) Wherever Applicable.3. All Minimum Internal Clearances are Mandatory.4. Cover to outermost reinforcement shall be Top-45mm, Bottom-70mm Unless Otherwise Noted.5. Concrete to be Grade M-35(Min.)6. Read this Drawing in Conjunction with Relevant Architectural Drawings.7. Scales Written on this Drawing are for A1 Size Drawing. For A3 Size Drawing the Scales

will be Half those Written.8. Development Length (Ld) shall be 40 times of Bar diameters.9. Lap shall be staggered and not more than 50% of laps shall be spliced at a section. Laps

shall be considered staggered if center to center distance of splices is 1.3 times lap length.10. Provisions for E&M cut-outs shall be provided at construction of Concourse slab. For

details refer SEM Drawings.

Base slab 800Thk.

2065

T16 @ 125 T1 8380300

T16 @ 125 T1 11700 300

T16 @ 125 T1 7925 300300

T16 @ 125 T1 6865 300300

T12 @ 125 T1 9890

102T12 @ 125 T1 6000

T12 @ 125 T1 4845300

T12 @ 125 T1 5910 300

T20 @ 125 T1 11700 300

T20 @ 125 T1 8550300

110,111T16 @ 125 T1 5135

110,111T16 @ 125 T1 5135

T12 @ 125 T3 5135

T10 @ 125 T3 12000

T10 @ 125 T3 3785

T10 @ 125 T3 5135 115

T8 @ 125 T3 5135

T16 @ 125 T3 12000

T16 @ 125 T3 4025

T12 @ 125 T3 12000

T12 @ 125 T3 3865

T12 @ 100 T2 12000

T12 @ 100 T2 11755 245

T12 @ 100 T2 7675300

T12 @ 100 T4 6600

T16 @ 100 T2 5600 131,131a

T16 @ 100 T2 12000 130

T10 @ 100 T4 10800

T10 @ 100 T4 4350

T12 @ 100 T4 12000

T10 @ 100 T4 6600 139

Kilpauk Medical College StationRC Detail of Base SlabTop Reinf. (Between Grid 4 to 8)

288382/LTU/465/SKM/1372744 A

119 120 120119120

113 110111

800

139

113 113++ 113

Bar lengths are shown in the table are forDesign requirements

400

420

123 T12 @ 125 T3 4845300

124 T12 @ 125 T1 5150 103,102

125 T16 @ 125 T3 5150 121,122

141Bar mark to Not used150

105

104

2600

10600 To grid 03 13200 To grid 09

136Bar mark Not used

Description ST1 ST2 ST3 ST4 ST5 ST6Strip Shape

Distance 3255 3255 3255 3255 3255 3255

Shear Reinf. T8@100 T8@100 T8@200 T8@200 T8@100 T8@100Y8

No of legs 42 21 21 21 21 42

Shear Reinf. T8@100 T8@300 T8@100 T8@100 T8@300 T8@100Y9

No of legs 45 22 22 22 22 45

Shear Reinf. T8@100 T8@100 T8@200 T8@200 T8@100 T8@100Y10

No of legs 48 24 24 24 24 48

Shear Reinf. T8@100 T8@300 T8@100 T8@100 T8@300 T8@100Y11

No of legs 35 17 17 17 17 35

Shear Reinf. T8@100 T8@200 T8@200 T8@200 T8@200 T8@100Y12

No of legs 22 11 11 11 11 22

Shear Reinf. T10@100 T8@100 T10@100 T10@100 T8@100 T10@100Y13

No of legs 37 19 37 37 19 37

Shear Reinf. T10@100 T8@100 - - T8@100 T10@100Y14

No of legs 53 53 - - 53 53

Distance 3085 3085 3085 3425 3425 3425

Shear Reinf. T10@100 T8@100 T10@100 T10@100 T8@100 T10@100Y15

No of legs 53 26 53 53 26 53

Schedule of Shear Reinforcement:-

131a T12 @ 100 T2 10155 300

132a T12 @ 100 T2 6075300

126 T20 @ 125 T1

127 T20 @ 125 T1

T12 @ 125 T3128

T12 @ 125 T3129

9920300

7930300

300

300

5910300

7900 300

Bars shall be curtailed With in Sumpopenings and plunge columns

Typical Reinf. Details Refer Drg. No.:288382/LTU/465/SKM/1372742, 1372743, 1372745

Typical Plunge Column Welding. Details ReferDrg. No.: 288382/LTU/465/SKM/1372745

Column Coupler Details Refer dwg no.288382/LTU/465/SKM/1272771

For Staircase & Escalator Column Dowel DetailsRefer Drg. no 288382/LTU/467/SKM/1272795,1272796, 1272812, 1272813 & 1272814

For Details Refer Separate Drawing

For drainage details refer drawing no.288382/LTU/473/C2U/SKM/1157309 & 1157310& Refer other relevant drainage drawing

QUALITY ASSURANCE CHENNAI METRO RAIL LIMITED.SUCG METRO TUNNELING CHENNAI

(JOINT VENTURE)

EGIS RAIL-MAUNSELL /AECOM-BARSYL-EGIS INDIA

Kilpauk Medical College StationRC Detail of Base SlabBottom Reinf. (Between Grid 8 to 11)

288382/LTU/465/SKM/1372745 A

A

B

C'C

D

E

1500

9590

510

1010

015

00

09 10 1113200 9000 13200 6000

Scale 1:100Reinforcement Plan for Base Slab

A-

Y 16

6600 5550 4500 5550 6600 6300 6000

6000

Y 17 Y 18 Y 19 Y 20 Y 21 Y 22

2440

4875

5130

5385

2695

Key PlanPosition of bar.

Type & dia of bar.Center to center spacing of bar.

Bar Mark : T16 @ 125 B1

Bottom Bars

Legend:

Bar Marks 151

Bar Arrangement

References:-1. 288382/LTU/467/SKM/1172101 - Undercroft Level G.A2. 288382/LTU/465/SKM/1272746 - Top Reinf. Details3. 288382/LTU/465/SKM/1272771 - Column Reinf. Details4. 288382/LTU/465/SKM/1172235 - G.A of Plunge Column5. 288382/LTU/465/SKM/1172236 - G.A of Barrettes6. 288382/LTU/461/1170501 - General Notes7. 288382/LTU/467/SKM/1372163 - Base Slab Part G.A (Sheet 1 of 3)8. 288382/LTU/467/SKM/1372164 - Base Slab Part G.A (Sheet 2 of 3)9. 288382/LTU/467/SKM/1372165 - Base Slab Part G.A (Sheet 3 of 3)

B2

B4B3

B1

Bars shall be curtailed With in plunge columns

Shape(mm)

Reinforcementdetails

BarMark

Schedule of Reinforcement:-

TiedWith

T25 @ 125 B1151 10001450

T25 @ 125 B3152 1450

T25 @ 125 B1153 2500

156

157

158

159

160

158,159,

T32 @ 125 B3

154

155 1450

161

162

163

TOC -11.170MBase slab 800Thk.

164

165

166

167

168

169

170

171

Section A-Scale 1:50

Coupler Bars Refer D WallReinf. Drawings 12

00

TOC -11.170M

800

UPE Wall

1500

1000

B CC' D

200

9590 10100510

151 152POST DRILL

172

161

153,158

180

153,159

POST DRILL

160153

156156 157, 153 157

161

155 151152155

UPE Wall

172

T25 @ 125 B1 5150

T8 @ 250 B3 6850

T20 @ 125 B3 5800

T25 @ 125 B3 1450

180

T25 @ 125 B3 2260

T20 @ 125 B1 3650

T20 @ 125 B1 5500

T20 @ 125 B3 1950

T16 @ 100 B2 12000

T20 @ 100 B2 5550 172

T16 @ 100 B4 5550

T16 @ 100 B2 5550

T20 @ 100 B4 5550

172

T20 @ 100 B2 6300 172

T16 @ 100 B4 6300

T8 @ 250 B3 4900

NOT USED

T25 @ 125 B3 2525

T8 @ 250 B3 5400

T8 @ 250 B3 7600

T10 @ 250 B3 1900

T10 @ 250 B3 1900

T20 @ 125 B3 2200

173

174

175

176

177

178

179

4350

Column

Barrette

1208

NOT USED

152

162

163

152

NOT USED

C2C2C2C2C4

158 + 153 159 + 153

Scale 1:50Typical Weld Details at Plunge Column

6Slab Bar Weld to Plunge Column

800

For Reinf. Details refer Slab Drgs.

ColumnPlunge Column

Barrette

Base slab TOC -11.170m /-12.764

Typical Reinf. Details Refer Drg. No.:288382/LTU/465/SKM/1372742, 1372743

Bar lengths are shown in the table are forDesign requirements

Notes :-1. All Dimensions are in Millimetres.2. All Levels are in Meters, Indicating 'Top of Concrete' (TOC) Wherever Applicable.3. All Minimum Internal Clearances are Mandatory.4. Cover to outermost reinforcement shall Bot. =70mm, Top. =45mm Unless Otherwise Noted.5. Concrete to be Grade M-35(Min.)6. Read this Drawing in Conjunction with Relevant Architectural Drawings.7. Scales Written on this Drawing are for A1 Size Drawing. For A3 Size Drawing the Scales

will be Half those Written.8. Development Length (Ld) shall be 40 times of Bar diameters.9. Lap shall be staggered and not more than 50% of laps shall be spliced at a section. Laps

shall be considered staggered if center to center distance of splices is 1.3 times lap length.10. Provisions for E&M cut-outs shall be provided at construction of Concourse slab. For details

refer SEM Drawings.

300typ.

Scale 1:25Typical Reinf. Details of Escalator Pit

800

-11.170m

-9.420m 300

T12 @ 150 c/c

T12 @ 250 c/c

200

Refer Base SlabReinf. Details

Refer Platform SlabReinf. Details

1750

450

450

-B

2 - T12 (Both face)

6 Legged Ties T8 @ 200 c/c

4 - T16 (Both face)

Scale 1:25(Other than Staircase, Escalator & Plenum Column

200

Kic

ker

Ld

Section B-Scale 1:25

300typ.

8 - T16 + 4 - T12

800

-11.170m / -12.764m Refer Base SlabReinf. Details

6 Legged Ties T8 @ 200 c/c

180 T20 @ 125 B1 12000

158180 180159

160

161 160

156 157

180

For Staircase & Escalator Column Dowel DetailsRefer Drg. no 288382/LTU/467/SKM/1272795,1272796, 1272812, 1272813 & 1272814

400

400

-C

6 Legged Ties T8 @ 200 c/c

16 - T16

Typical Details of StubColumn (400X400) Dowel Reinf.

200

Kic

ker

Ld

Section C-Scale 1:25

300(Typ.)

16 - T16

800

-11.170m Refer Base SlabReinf. Details

4 Legged Ties T8 @ 200 c/c

Typical Details of StubColumn (450X450) Dowel Reinf.

For drainage details refer drawing no.288382/LTU/473/C2U/SKM/1157309 & 1157310& Refer other relevant drainage drawing

AB

C'C

D

E

1500

9590

510

1010

015

00

1000

1000

09 10 119000 13200

6000

Scale 1:100Reinforcement Plan for Base Slab

A-

6600 4500 5550 6600 6300 6000

2693

C2C2

C2

Y16 Y17 Y18 Y19 Y20 Y21 Y22

5388

5133

4878

2438

ST2

ST4

ST6

ST1

ST3

ST5

5550

Lap(Typ.)

Lap

(Typ

.)

Shape(mm)

Reinforcementdetails

BarMark

Schedule of Reinforcement:-

TiedWith

T16 @ 125 T3201

202

203

204

205

206

207

208

209

210

211

212

213

214

215

216

217

218

219

220

221

228

229

230

231

232

233

235

236

237

2195

T16 @ 125 T1 8380300

T16 @ 125 T1 11700

T12 @ 125 T1

300

T12 @ 125 T1

T20 @ 125 T1

207T16 @ 125 T1

Bar mark to Not used227

T12 @ 100 T2 12000

T16 @ 100 T2

QUALITY ASSURANCE CHENNAI METRO RAIL LIMITED.SUCG METRO TUNNELING CHENNAI

(JOINT VENTURE)

EGIS RAIL-MAUNSELL /AECOM-BARSYL-EGIS INDIA

Bar Arrangement

T3T4

T1T2

Key PlanPosition of bar.

Type & dia of bar.Center to center spacing of bar.

Top Bars

Legend:

Bar Marks 201Bar Definition : T12 @ 125 T3

Kilpauk Medical College StationRC Detail of Base SlabTop Reinf. (Between Grid 8 to 11)

288382/LTU/465/SKM/1372746 A

T16 @ 125 T3 1940

5400

4900

8550300

T20 @ 125 T1 11700 300

5400

203

204

208T16 @ 125 T1 4900

T12 @ 125 T3 3900

T12 @ 125 T3 12000

211,212T16 @ 125 T3 5400

212T16 @ 125 T3 4900

T10 @ 125 T3 5400

T10 @ 125 T3 5400 215

T10 @ 125 T3 4900

T10 @ 125 T3 4900 217

T16 @ 125 T3 4050

T16 @ 125 T3 12000

2630

T16 @ 100 T2 12000 228

T16 @ 100 T2 1540 228

T12 @ 100 T4 6600

T8 @ 100 T4 6000

T12 @ 100 T4 12000

T10 @ 100 T4 6600 139,235

T10 @ 100 T4 6600 235

238Bar mark to Not used250

DCB C'9590 510 10100

Section A-Scale 1:50

400

1500

-11.170m

1000For Details D - Wall Reinforcement Drg.

210208

Barrette

202

228

220

207 209 207

201

208

1500 1000

220 219 219220

219

210 208207

800

235

209 209++ 210

228

4860

10160

References:-1. 288382/LTU/467/SKM/1172101 - Undercroft Level G.A2. 288382/LTU/465/SKM/1272745 - Bottom Reinf. Details3. 288382/LTU/465/SKM/1272771 - Column Reinf. Details4. 288382/LTU/465/SKM/1172235 - G.A of Plunge Column5. 288382/LTU/465/SKM/1172236 - G.A of Barrettes6. 288382/LTU/461/1170501 - General Notes7. 288382/LTU/467/SKM/1372163 - Base Slab Part G.A (Sheet 1 of 3)8. 288382/LTU/467/SKM/1372164 - Base Slab Part G.A (Sheet 2 of 3)9. 288382/LTU/467/SKM/1372165 - Base Slab Part G.A (Sheet 3 of 3)

Bar lengths are shown in the table are forDesign requirements

13200 To grid 08

9900 3000

12000 To grid 12

Description ST1 ST2 ST3 ST4 ST5 ST6Strip Shape

Distance 3085 3085 3085 3425 3425 3425

Shear Reinf. T10@100 T8@100 - - T8@100 T10@100Y16

No of legs 53 53 - - 53 53

Shear Reinf. T10@100 T8@100 T10@100 T10@100 T8@100 T10@100Y17

No of legs 44 22 44 44 22 44

Shear Reinf. T8@100 T8@100 T8@200 T8@200 T8@100 T8@100Y18

No of legs 36 18 18 18 18 36

Shear Reinf. T10@100 T8@100 T10@100 T10@100 T8@100 T10@100Y19

No of legs 44 22 44 44 22 44

Shear Reinf. T10@100 T8@100 - - T8@100 T10@100Y20

No of legs 53 53 - - 53 53

Shear Reinf. T10@100 T8@100 T10@100 T10@100 T8@100 T10@100Y21

No of legs 50 25 50 50 25 50

Shear Reinf. T8@100 T8@100 T8@200 T8@200 T8@100 T8@100Y22

No of legs 48 24 24 24 24 48

Schedule of Shear Reinforcement:-

5510

234Bar mark Not used

TOC -11.170MSlab 800 Thk.

Notes :-1. All Dimensions are in Millimetres.2. All Levels are in Meters, Indicating 'Top of Concrete' (TOC) Wherever Applicable.3. All Minimum Internal Clearances are Mandatory.4. Cover to outermost reinforcement shall be Top-45mm, Bottom-70mm Unless Otherwise Noted.5. Concrete to be Grade M-35(Min.)6. Read this Drawing in Conjunction with Relevant Architectural Drawings.7. Scales Written on this Drawing are for A1 Size Drawing. For A3 Size Drawing the Scales

will be Half those Written.8. Development Length (Ld) shall be 40 times of Bar diameters.9. Lap shall be staggered and not more than 50% of laps shall be spliced at a section. Laps

shall be considered staggered if center to center distance of splices is 1.3 times lap length.10. Provisions for E&M cut-outs shall be provided at construction of Concourse slab. For

details refer SEM Drawings.

Bars shall be curtailed With in Sumpopenings and plunge columns

Typical Plunge Column Welding. Details ReferDrg. No.: 288382/LTU/465/SKM/1372745

Column Coupler Details Refer dwg no.288382/LTU/465/SKM/1272771

For Staircase & Escalator Column Dowel DetailsRefer Drg. no 288382/LTU/467/SKM/1272795,1272796, 1272812, 1272813 & 1272814

For drainage details refer drawing no.288382/LTU/473/C2U/SKM/1157309 & 1157310& Refer other relevant drainage drawing

Typical Reinf. Details Refer Drg. No.:288382/LTU/465/SKM/1372742, 1372743 & 1372745

Coupler

T16-150 c/cCouplers for Lift Wall

250

Section B-Scale 1:50