TENDER AND CONTRACTING DOCUMENTS FOR THE ...BAR ARRANGEMENT (MAIN BODY OF FLOODGATE 9/18) KM-FG-036...

KINGDOM OF THAILAND

ROYAL IRRIGATION DEPARTMENT MINISTRY OF AGLICULTURE AND COOPERATIVES

TENDER AND CONTRACTING DOCUMENTS FOR

THE FLOOD PREVENTION PROJECT OF EAST SIDE OF THE PASAK RIVER IN AYUTTHAYA

VOLUME II

TENDER DRAWINGS

OCTOBER 2012

CTI ENGINEERING INTERNATIONAL CO., LTD. TOKYO, JAPAN

TITLE DWG NO. TITLE DWG NO.

GENERAL PLAN BAR ARRANGEMENT (PART - U-SHAPED FLOODWALL LEFT 1/4) KM-FG-049

GENERAL MAP GP-001 BAR ARRANGEMENT (PART - U-SHAPED FLOODWALL LEFT 2/4) KM-FG-050

GENERAL NOTE GP-002 BAR ARRANGEMENT (PART - U-SHAPED FLOODWALL LEFT 3/4) KM-FG-051

KRA MANG FLOODGATE BAR ARRANGEMENT (PART - U-SHAPED FLOODWALL LEFT 4/4) KM-FG-052

OVERALL LAYOUT (1/2) KM-FG-001 BAR ARRANGEMENT (PART - U-SHAPED FLOODWALL RIGHT 1/4) KM-FG-053

OVERALL LAYOUT (2/2) KM-FG-002 BAR ARRANGEMENT (PART - U-SHAPED FLOODWALL RIGHT 2/4) KM-FG-054

PLAN KM-FG-003 BAR ARRANGEMENT (PART - U-SHAPED FLOODWALL RIGHT 3/4) KM-FG-055

FRONT VIEW AT PASAK RIVER SIDE (1/3) KM-FG-004 BAR ARRANGEMENT (PART - U-SHAPED FLOODWALL RIGHT 4/4) KM-FG-056

FRONT VIEW AT PASAK RIVER SIDE (2/3) KM-FG-005 BAR ARRANGEMENT (PART - DRAINAGE GATE 1/3) KM-FG-057

FRONT VIEW AT PASAK RIVER SIDE (3/3) KM-FG-006 BAR ARRANGEMENT (PART - DRAINAGE GATE 2/3) KM-FG-058

FRONT VIEW AT KRA MANG CANAL SIDE (1/2) KM-FG-007 BAR ARRANGEMENT (PART - DRAINAGE GATE 3/3) KM-FG-059

FRONT VIEW AT KRA MANG CANAL SIDE (2/2) KM-FG-008 BAR ARRANGEMENT (PART - WING WALL LEFT) KM-FG-060

LONGITUDINAL SECTION (1/2) KM-FG-009 BAR ARRANGEMENT (PART - WING WALL RIGHT) KM-FG-061

LONGITUDINAL SECTION (2/2) KM-FG-010 BAR ARRANGEMENT (PART - UPSTREAM APRON 1/3) KM-FG-062

MAIN STRUCTURE PLAN AND SECTIONS (1/5) KM-FG-011 BAR ARRANGEMENT (PART - UPSTREAM APRON 2/3) KM-FG-063

MAIN STRUCTURE PLAN AND SECTIONS (2/5) KM-FG-012 BAR ARRANGEMENT (PART - UPSTREAM APRON 3/3) KM-FG-064

MAIN STRUCTURE PLAN AND SECTIONS (3/5) KM-FG-013 BAR ARRANGEMENT (PART - DOWNSTREAM APRON 1/4) KM-FG-065



DRAINAGE GATE (1/2) KM-FG-016 BAR ARRANGEMENT (PART - DOWNSTREAM APRON 4/4) KM-FG-068

DRAINAGE GATE (2/2) KM-FG-017 TEMPORARY WORKS OF KRA MANG FLOODGATE

CONFIGURATION OF FOUNDATION PILES AND IMPERVIOUS STEEL SHEET PILES KM-FG-018 LAYOUT PLAN KM-TW-001

BOREHOLE LOGS KM-FG-018A DETAIL OF TEMPORARY DAM 2 KM-TW-002

STAIRCASE (1/4) KM-FG-019 PLAN OF TEMPORARY EXCAVATION WORKS KM-TW-003

STAIRCASE (2/4) KM-FG-020 DETAIL OF TEMPORARY WORKS (1/2) KM-TW-004

STAIRCASE (3/4) KM-FG-021 DETAIL OF TEMPORARY WORKS (2/2) KM-TW-005

STAIRCASE (4/4) KM-FG-022 HAN TRA FLOODGATE AND CANAL

FLOODWALL (1/4) KM-FG-023 OVERALL LAYOUT HT-FG&BP-001

FLOODWALL (2/4) KM-FG-024 LAYOUT (1/3) HT-FG&BP-002



SLOPE PROTECTION OF APPROACH WAY KM-FG-027 HAN TRA FLOODGATE

FLOOR PROTECTION CONCRETE (1/2) KM-FG-027A PLAN HT-FG-001

FLOOR PROTECTION CONCRETE (2/2) KM-FG-027B FRONT VIEW AT PASAK RIVER SIDE (1/2) HT-FG-002

CONFIGURATION OF HANDRAILS AND FENCES KM-FG-027C FRONT VIEW AT PASAK RIVER SIDE (2/2) HT-FG-003

BAR ARRANGEMENT (MAIN BODY OF FLOODGATE 1/18) KM-FG-028 FRONT VIEW AT HAN TRA CANAL SIDE (1/2) HT-FG-004

BAR ARRANGEMENT (MAIN BODY OF FLOODGATE 2/18) KM-FG-029 FRONT VIEW AT HAN TRA CANAL SIDE (2/2) HT-FG-005

BAR ARRANGEMENT (MAIN BODY OF FLOODGATE 3/18) KM-FG-030 LONGITUDINAL SECTION (1/2) HT-FG-006

BAR ARRANGEMENT (MAIN BODY OF FLOODGATE 4/18) KM-FG-031 LONGITUDINAL SECTION (2/2) HT-FG-007

BAR ARRANGEMENT (MAIN BODY OF FLOODGATE 5/18) KM-FG-032 MAIN STRUCTURE PLAN AND SECTIONS (1/5) HT-FG-008





BAR ARRANGEMENT (MAIN BODY OF FLOODGATE 10/18) KM-FG-037 CONFIGURATION OF FOUNDATION PILES AND IMPERVIOUS STEEL SHEET PILES HT-FG-013

BAR ARRANGEMENT (MAIN BODY OF FLOODGATE 11/18) KM-FG-038 BOREHOLE LOGS HT-FG-013A

BAR ARRANGEMENT (MAIN BODY OF FLOODGATE 12/18) KM-FG-039 STAIRCASE (1/4) HT-FG-014




BAR ARRANGEMENT (MAIN BODY OF FLOODGATE 16/18) KM-FG-043 FLOODWALL (1/4) HT-FG-018



BAR ARRANGEMENT (SERVICE BRIDGES) KM-FG-046 FLOODWALL (4/4) HT-FG-021

BAR ARRANGEMENT (CURTAIN WALL & SLAB) KM-FG-047 FLOOR PROTECTION CONCRETE (1/2) HT-FG-021A

BAR ARRANGEMENT (STAIRCASE) KM-FG-048 FLOOR PROTECTION CONCRETE (2/2) HT-FG-021B

THE FLOOD PREVENTION PROJECT OF EAST SIDE OF THE PASAK RIVER IN AYUTTHAYALIST OF DRAWINGS

TITLE DWG NO. TITLE DWG NO.

CONFIGURATION OF HANDRAILS AND FENCES HT-FG-021C SLUICE PIPE (3/3) HT-BP-019

BAR ARRANGEMENT (MAIN BODY OF FLOODGATE 1/24) HT-FG-022 CONCRETE PAVEMENT (1/2) HT-BP-020

BAR ARRANGEMENT (MAIN BODY OF FLOODGATE 2/24) HT-FG-023 CONCRETE PAVEMENT (2/2) HT-BP-021

BAR ARRANGEMENT (MAIN BODY OF FLOODGATE 3/24) HT-FG-024 COMMON WORK FOR FLOODGATES

BAR ARRANGEMENT (MAIN BODY OF FLOODGATE 4/24) HT-FG-025 SHED (1/4) FG-A-001




BAR ARRANGEMENT (MAIN BODY OF FLOODGATE 8/24) HT-FG-029 HANDRAIL FG-A-005

BAR ARRANGEMENT (MAIN BODY OF FLOODGATE 9/24) HT-FG-030
















BAR ARRANGEMENT (SERVICE BRIDGES) HT-FG-046

BAR ARRANGEMENT (CURTAIN WALL & SLAB) HT-FG-047

BAR ARRANGEMENT (STAIRCASE) HT-FG-048

BAR ARRANGEMENT (PART - WING WALL 1/3) HT-FG-049



BAR ARRANGEMENT (PART - APRON 1/3) HT-FG-052



TEMPORARY WORKS OF HAN TRA FLOODGATE

LAYOUT PLAN HT-TW-001

PLAN OF TEMPORARY EXCAVATION WORKS HT-TW-002

DETAIL OF TEMPORARY WORKS (1/2) HT-TW-003

DETAIL OF TEMPORARY WORKS (2/2) HT-TW-004

BANK PROTECTION OF HAN TRA CANAL

TYPICAL CROSS SECTION HT-BP-001

TRANSVERSE SECTIONS (1/8) NO.0 TO NO.0+20.00 HT-BP-002

TRANSVERSE SECTIONS (2/8) NO.0+40.00 TO NO.0+60.00 HT-BP-003

TRANSVERSE SECTIONS (3/8) NO.0+80.00 TO NO.1 HT-BP-004



TRANSVERSE SECTIONS (6/8) NO.2 TO NO.2+20.00 HT-BP-007


TRANSVERSE SECTIONS (8/8) NO.2+80.00 TO NO.3 HT-BP-009

DETAILS (1/2) HT-BP-010

DETAILS (2/2) HT-BP-011

U-SHAPED DITCH HT-BP-012

STAIRS AT REVETMENT (1/4) HT-BP-013




SLUICE PIPE (1/3) HT-BP-017

SLUICE PIPE (2/3) HT-BP-018

APPROVEDLOCATIONREV.

DESCRIPTIONCHECKED

PRESENT APPROVED

APPROVEDDATE

OFFICE OF ENGINEERING DESIGN & ARCHITECTUREIRRIGATION SYSTEM DESIGN GROUP

APPROVED

DESIGNED

CHECKED

DRAWN

DATE

PROPOSED

APPROVED

VERIFIED

ROYAL IRRIGATION DEPARTMENT

CHIEF

DIRECTOR

D.G.


CONSULTING FIRMS :

DATE

NO.

The Flood Prevention Project ofEast Side of the Pasak River in Ayutthaya

in the Kingdom of Thailand

CTI ENGINEERING INTERNATIONAL CO., LTD.

GP-001

Masaki ISHII

Masaki ISHII

Akio SHICHIJUGARI

T. MISHINA

GENERAL PLAN

GENERAL MAP

0 0.5 1.0 1.5 2.0SCALE

KILOMETERS

RAIL W

AY

PASAK RIVER

CHAO PRAYA RIVER

EXISTINGCHANNEL

KHA MAOCHANNEL

HAN TRAFLOODGATE SITE

KRA MANGFLOODGATE SITE

EXISTINGKHA MAO FLOODGATE

ROUTE 32

ROUTE 309

AYUTTHAYAHISTORICAL AREA

P. SIRION

S. INTARAPRACHA

L. KOWATTANA


DESCRIPTIONCHECKED

PRESENT APPROVED

APPROVEDDATE


APPROVED

DESIGNED

CHECKED

DRAWN

DATE

PROPOSED

APPROVED

VERIFIED

CONSULTING FIRMS :


CHIEF

DIRECTOR

D.G.



DATE

NO.

The Flood Prevention Project of

Akio SHICHIJUGARI

East Side of the Pasak River in Ayutthaya

T. MISHINA


GENERAL PLAN

GP-002

Masaki ISHII

GENERAL NOTE

Masaki ISHII P. SIRION

S. INTARAPRACHA

L. KOWATTANA

X

X X X X

X

X

X X

XX

X

X

X X

// //

9697

99

100

101

102

103105

104

106

107

108

109

110

111

112

113

114

115

116

117

118

119

120

121

122

123

124

125

126

127

128

129

130

131

132

133

134

135

136

137

138

139

140

141

103

104

106

107

108 109

110 111

112

144

145

146158

159

160

161162

163

157

156155154

153

152

151

150

149

147

148

213

Public Gutter

Public Road

Public Gutter

26m30m

22.5m

27m

14m27m

21.14m

14m


DESCRIPTIONCHECKED

PRESENT APPROVED

APPROVEDDATE


APPROVED

DESIGNED

CHECKED

DRAWN

DATE

PROPOSED

APPROVED

VERIFIED


CHIEF

DIRECTOR

D.G.


CONSULTING FIRMS :

DATE

NO.



KRA MANG FLOODGATE(CIVIL WORKS)


KM-FG-001

Masaki ISHII

Masaki ISHII

Akio SHICHIJUGARI

T. MISHINA

OVERALL LAYOUT (1/2)

P. SIRION

S. INTARAPRACHA

L. KOWATTANA

X

X X X X

X

X

104108 109

144

145

146158

159

160

161162

155154

153

152

151

26m30m

22.5m

27m

14m

27m

21.14m

14m


DESCRIPTIONCHECKED

PRESENT APPROVED

APPROVEDDATE


APPROVED

DESIGNED

CHECKED

DRAWN

DATE

PROPOSED

APPROVED

VERIFIED


CHIEF

DIRECTOR

D.G.


CONSULTING FIRMS :

DATE

NO.





KM-FG-002

Masaki ISHII

Masaki ISHII

Akio SHICHIJUGARI

T. MISHINA

OVERALL LAYOUT (2/2)

P. SIRION

S. INTARAPRACHA

L. KOWATTANA

SLOPESLO

PE

SLOPE SLO

PE

SLO

PE

SLO

PE

Slope 10%

UP

Pasak River side

PLAN OF KRA MANG FLOOD GATE

Kra Mang Canal side

27000

100026000 1000

28000

100026000 1000

28000

1500

060

00

5000

6000

1000

1300

010

00

1500

060

00

5000

6000

1000

1300

010

00

7000 6000 50006000

2250

0

5600

800 4000900

9000

3600

3400

7500

1450

0

30000

21@1000=21000

6@1000

=6000

10@

1000

=100

00

4000

6230

9@1000=9000

8@1000=8000

715012150

26200 4600

8003000

800

4000

5000260005000

8000

14@

1000

=140

0065

0

120

14@

1000

=140

0065

012

0

800

800

800

800

800800

150

PC corrugated sheet piles SW500AL=15m








1000

1000

800

8@10

00=8

000

350

150

18@

1000

=180

008@

1000

=800

0

800 2000 800


4620

1627

0

1000 1000

2880

800

800

1502@1000=2000

150120

8@1000=8000150

2@1000=2000

15012010960

1000150

650

1000150

650 65

09@1000=9000

150

20@

1000

=200

0065

0

150 16@1000=16000

2000

2000

150

24@1000=24000

150

270

150

150

650

6@10

00=6

000

150

3@1000=3000

150650

20 20

2020

2020

2020

7@1000=7000

270150

2200

7@1000=7000

130

2020

7@1000=3000

2020

350

150 150

20 20

1400

014

000

2000

6000

3@1000=3000270

162°

153°

135°

135°

135°

150

Resin-coated stepsW350 x L150 @30cm



Resin-coated stepsW350 x L150 @30cm 60

0

600

600

600

Radar level gauge in2m mounting frame


2700

2700

DN

4500

4100

0 2 4 6 8 10 15 20SCALE

METERS

55

44

6

3

22

11

6

77

3

+3.00mMSL

+2.00mMSL

+1.50mMSL

+1.00mMSL

+0.50mMSL

±0mMSL

-0.50mMSL

+3.00mMSL

+2.00mMSL

+1.50mMSL

+1.00mMSL

+0.50mMSL

±0mMSL

-0.50mMSL

-0.50mMSL

-0.50mMSL

+3.00mMSL

+3.00mMSL

+3.00mMSL

+2.00mMSL

+1.00mMSL

±0mMSL

+2.00mMSL

+1.00mMSL

±0mMSL

-0.50mMSL

-0.50mMSL

-0.50mMSL

-0.50mMSL

1000

2000

1000 2000

Zinc-coated gabion mattressL2.0m x W1.0m x H0.5m /pieceMesh wire diameter Ø2.7mm or moreNon-woven geotextile of 2mm or more in thickness to be placed back and below all bottom gabions


26000

5980

190

120010

00 120

01000 12

0019

0

500 25@1000=25000 500

500 500

26000500

25@1000=25000500

Baffle piers

Baffle piers

26000

25@1000=25000

1000

1500

2600059

80

190

120010

00 120

01000 12

0019

0

500 25@1000=25000 500

500 500

26000500

25@1000=25000500

190 200

100010001000

190200

1000

2001000

1000

150020

00

BAFFLE PIERS

See PLAN 1

See PLAN 2

PLAN 1

PLAN 2

SECTION A-A4

B B

SECTION C-CSECTION D-D

CC

DD

A A

SECTION B-B

5980

DETAIL OF BAFFLE PIER

200

4@20

0=80

0

1000

100

100

1004@215=860240

400

1200

59 10041

1000

4@200=800 100100

4@20

0=80

0

1000

100

100

400

DB12

DB12

DB12

0SCALE

METERS

0.5 1 1.5 2


DESCRIPTIONCHECKED

PRESENT APPROVED

APPROVEDDATE


APPROVED

DESIGNED

CHECKED

DRAWN

DATE

PROPOSED

APPROVED

VERIFIED


CHIEF

DIRECTOR

D.G.


CONSULTING FIRMS :

DATE

NO.




PLAN


KM-FG-003

Masaki ISHII

Masaki ISHII

Akio SHICHIJUGARI

T. MISHINA

P. SIRION

S. INTARAPRACHA

L. KOWATTANA

26000

4603

2000 6000 2000 6000 2000 6000 2000

Right Bank of Canal Left Bank of Canal

8000

HWL + 6.00m MSL

LWL + 0.50m MSL

+13.00m MSL

HWL + 6.00m MSL

LWL + 0.50m MSL

MSL

1450 550 6000 550 900 550 6000 550 900 550 6000 550 1450

100

5000

100

5000

+15.60m MSL

+16.65m MSL

CL

Staircase

650

+7.50m MSL

5000 6000 700060002000

22000 2000

1000

5000

5000

1000

500

Wing wall

500

1500

500

20

2010

00MSL

150

8000

-0.50m MSL

4000 800800

1500

500

2000

500

7500

1000

500

7500

3000800 800

-0.50mMSL

95@400=38000 14@400=640012@400=4800

+4.60m MSL

L=15mPC corrugated sheet piles SW 500A

32500

4600

250

650

900

7000

2300

1200 1100

6875

Impervious steel sheet piles SP-III, L=3mSP-III, L=6.5m SP-III, L=6.5m


6000

6000

600

150

200

-0.50m MSL

500

500

600

500

600

500

800

800

800

800

+7.50m

+7.50m


105

105

0 2 4 6 8 10 15SCALE

METERS

1600900

1500900

2600 1500

200

200

SECTION 1-1

Zinc-coated gabion mattressL2.0m x W1.0m x H0.5m /pieceMesh wire diameter Ø2.7mm or more

26000

1000

Non-woven geotextile of 2mm or more in thickness to be placed back and below all bottom gabions

FRONT VIEW AT PASAK RIVER SIDE (1/3)


DESCRIPTIONCHECKED

PRESENT APPROVED

APPROVEDDATE


APPROVED

DESIGNED

CHECKED

DRAWN

DATE

PROPOSED

APPROVED

VERIFIED


CHIEF

DIRECTOR

D.G.


CONSULTING FIRMS :

DATE

NO.





KM-FG-004

Masaki ISHII

Masaki ISHII

Akio SHICHIJUGARI

T. MISHINA


P. SIRION

S. INTARAPRACHA

L. KOWATTANA

26000

4603

2000 6000 2000 6000 2000 6000 2000


1000

0

HWL + 6.00m MSL

LWL + 0.50m MSL

+13.00m MSL

HWL + 6.00m MSL

LWL + 0.50m MSL

1450 550 6000 550 900 550 6000 550 900 550 6000 550 1450

+15.60m MSL

+16.65m MSL

CL

Staircase

650

+7.50m MSL

6500

6500Wing wall

20

500

1000

0

-0.50m MSL

4000 800800

7500

2250500 500

-0.50mMSL

+4.60m MSL


32500

4600

250

650

900

7000

2300

1100 1100

6875


1000

Wing wall

4800

-0.50m MSL

500

1200

600

850

2800

350

4400

3850

5150

9000

2200

2000

800

1500

700

1875

350

500

150

150

500

150

5000 6000 70006000

2000

22000 2000

500

20MSL

+7.50mMSL

+7.50m

100

105

105

0 2 4 6 8 10 15SCALE

METERS

2000 200020001150

900

500

200

600900

2600 1500RC piles Ø150 L=3munder 1m x 2m bed area of each bottom gabion mattress

SECTION 2-2

26000

1500

5000

1500

5000




DESCRIPTIONCHECKED

PRESENT APPROVED

APPROVEDDATE


APPROVED

DESIGNED

CHECKED

DRAWN

DATE

PROPOSED

APPROVED

VERIFIED


CHIEF

DIRECTOR

D.G.


CONSULTING FIRMS :

DATE

NO.





KM-FG-005

Masaki ISHII

Masaki ISHII

Akio SHICHIJUGARI

T. MISHINA


P. SIRION

S. INTARAPRACHA

L. KOWATTANA

26000

4603

2000 6000 2000 6000 2000 6000 2000


HWL + 6.00m MSL

LWL + 0.50m MSL

+13.00m MSL

HWL + 6.00m MSL

LWL + 0.50m MSL

1450 550 6000 550 900 550 6000 550 900 550 6000 550 1450

+15.60m MSL

+16.65m MSL

CL

Staircase

5000 6000 700060002000

22000 2000

800

20 20

150

500

-0.50m MSL -0.50m MSL

500

+4.60m MSLSand fill t=1m

650

32500

7000

4600

650

250

900

2300

1100 1100

6875



RC piles Ø150 L=3munder 1m x 2m bed area of each bottom gabion mattress

800

MSL+7.50m

MSL+7.50m

MSL+7.50m

100

105

105

0 2 4 6 8 10 15SCALE

METERS

+3.00m MSL10005

00

1000 500

±0.00m MSL

-0.50m MSL

+3.00m MSL

±0.00m MSL

SECTION 3-3

1000



DESCRIPTIONCHECKED

PRESENT APPROVED

APPROVEDDATE


APPROVED

DESIGNED

CHECKED

DRAWN

DATE

PROPOSED

APPROVED

VERIFIED


CHIEF

DIRECTOR

D.G.


CONSULTING FIRMS :

DATE

NO.





KM-FG-006

Masaki ISHII

Masaki ISHII

Akio SHICHIJUGARI

T. MISHINA


P. SIRION

S. INTARAPRACHA

L. KOWATTANA

4600

900

2000 6000 2000 6000 2000 6000 2000

1500

Right Bank of CanalLeft Bank of Canal

HWL + 3.50m MSL

LWL + 0.50m MSL

+13.00m MSL

HWL + 3.50m MSL

LWL + 0.50m MSL-0.50m MSL

1450 550 6000 550 900 550 6000 550 900 550 6000 550 1450

100

5000

100

5000

+15.60m MSL

+16.65m MSL

CL

Staircase

500

13150 81502000 220002000

+4.50m MSL

Impervious steel sheet piles SP-IIIL=3m

1500

500

650

L=15m

800 800

150

8000

69@400=27600

1:2.0

Sodding

Earth fill

4000

PC corrugated sheet piles SW 500A

27000


+4.50m MSL +4.50m MSL

2300

1100 1200

650

250

32500

7000

6875

Impervious steel sheet piles SP-III, L=3m

3000

8000

4603

800

800

MSL+7.50m

MSL+7.50m

150

MSL+7.50m


26000

105

105

0 2 4 6 8 10 15SCALE

METERS

SECTION 4-4

4000

1500

4000

1500


Natural ground

FRONT VIEW AT KRA MANG CANAL SIDE (1/2)

Natural ground


DESCRIPTIONCHECKED

PRESENT APPROVED

APPROVEDDATE


APPROVED

DESIGNED

CHECKED

DRAWN

DATE

PROPOSED

APPROVED

VERIFIED


CHIEF

DIRECTOR

D.G.


CONSULTING FIRMS :

DATE

NO.





KM-FG-007

Masaki ISHII

Masaki ISHII

Akio SHICHIJUGARI

T. MISHINA

P. SIRION

S. INTARAPRACHA

L. KOWATTANA

26000

4600

900

2000 6000 2000 6000 2000 6000 2000

Right Bank of CanalLeft Bank of Canal

HWL + 3.50m MSL

LWL + 0.50m MSL

+13.00m MSL

HWL + 3.50m MSL


1450 550 6000 550 900 550 6000 550 900 550 6000 550 1450

+15.60m MSL

+16.65m MSL

CL

Staircase

13150 81502000 220002000

+4.50m MSL

800

1:2.0

Gabion mattress

Earth fill

4000

27000


+4.50m MSL +4.50m MSL46

03

7000

2300

1100 1200

650

250

32500

6875

300080

0

800



MSL+7.50m

MSL+7.50m

MSL+7.50m

105

105

0 2 4 6 8 10 15mSCALE

METERS

+3.00m MSL 1000500

1000

±0.00m MSL

500

+3.00m MSL

±0.00m MSL

SECTION 5-5

1000

Natural groundNatural ground

FRONT VIEW AT KRA MANG CANAL SIDE (2/2)


DESCRIPTIONCHECKED

PRESENT APPROVED

APPROVEDDATE


APPROVED

DESIGNED

CHECKED

DRAWN

DATE

PROPOSED

APPROVED

VERIFIED


CHIEF

DIRECTOR

D.G.


CONSULTING FIRMS :

DATE

NO.





KM-FG-008

Masaki ISHII

Masaki ISHII

Akio SHICHIJUGARI

T. MISHINA

P. SIRION

S. INTARAPRACHA

L. KOWATTANA

4500

15000

Pasak River side Kra Mang Canal side

4600

900

2600

2000

10005001000 500

500

500

8000

3000

1500

500

1000500

3000

500

2500

500

1500

10001000

Impervious steel sheet piles SP-III

-0.50m MSL

+13.00m MSL

2000

2000

1000

4600

100

PC spun piles Ø600

7502100210021002100210075010

50

6000 3000 6000

+4.50m MSL

6000 13990

20

600

6000

5000

-0.50m MSL

800

20

5000

500

1000

1000 4000

8000

1500

2000

500

1500

500600 600

PC corrugated sheet piles SW 500AL=15m

1200

20

3400

2700 35035045

5012

0075

0

8300

800

2200

Curtain wall

Stainless steel fixed wheel gateClear span 2.0m x Height 1.5m

36004620

20 20

U type wall

Coping concrete

7500

1000

500


150

150

+7.50m MSLMSL

+7.50m

14500

7500

L=6.5m

PC spun piles Ø600 L=8.5m

1500 15001500

3000 1500150015001500

15001500 2000 1500




750

1000

900

750

650

250

5501050

650

250

1490 990

-0.50m MSL

480SP-III, L=3m35@400=14000

320

2500

1500

450

800

150

800

HWL + 3.50m MSL

LWL + 0.50m MSL

HWL + 6.00m MSL

LWL + 0.50m MSL

L=3m

L=5m

450

450

Pressure

25@

300=

7500

350

Resin-coated steps350W x 150L @30cm

25@

300=

7500

350


600

MSL+7.50mMSL

+7.00mMSL

+7.00m

105

105

3900

+15.60m MSL

+16.65m MSL

0 2 4 6 8 10 15SCALE

METERS

SECTION 6-6

+3.00mMSL

+3.00m MSL

1400014000

1000

1000

1000

500

1000

500

500

500

500

500



1000

LONGITUDINAL SECTION (1/2)


DESCRIPTIONCHECKED

PRESENT APPROVED

APPROVEDDATE


APPROVED

DESIGNED

CHECKED

DRAWN

DATE

PROPOSED

APPROVED

VERIFIED


CHIEF

DIRECTOR

D.G.


CONSULTING FIRMS :

DATE

NO.





KM-FG-009

Masaki ISHII

Masaki ISHII

Akio SHICHIJUGARI

T. MISHINA


P. SIRION

S. INTARAPRACHA

L. KOWATTANA

4500

15000

Pasak River sideKra Mang Canal side

4600

900

2600

2000

1000 500 1000500 500

500

8000

30001500

500

1000500

3000

500

2500

500

15001000

1000

Impervious steel sheet piles

HWL + 3.50m MSL


+13.00m MSL

2000

7502000

1000

750

4600

100

PC spun piles Ø600 L=5m750 2100 2100 2100 2100 2100 750

1050

600030006000

+4.50m MSL

600013990

20

6000

5000

-0.50m MSL

5001

000

1000

10004000

8000

1500

2000

500

1500

500

600

600

PC corrugated sheet pilesSW 500A L=15m

20


Coping concrete

20

22500

7500

1000

500

L=6.5m20

800

150

150

MSL+7.50m

5000

5000

55@400=22000

16270

150030001500 1500 1500 1500 15001500

PC spun piles Ø600 L=8.5m15002000 1500

150

6350



650

250

990 1490

1050

550

1000

250

-0.50m MSL

Impervious steel sheet piles SP-III, L=3m320Welded fitting SP-IIIL=3m

2500

480

1500

650

900


450

800

800800

HWL + 6.00m MSL

LWL + 0.50m MSL

SP-III L=3m

800

450

450

Pressure

25@

300=

7500

350

600



25@

300=

7500

350

600

MSL+7.50m MSL

+7.00m

105

105 +15.60m MSL

+16.65m MSL3900


0 2 4 6 8 10 15SCALE

METERS

SECTION 7-7

+3.00m MSL+3.00m MSL

1000

500

500

500

500

500

14000


1000

1000

1000

500

10000

22000


1000

4990


DESCRIPTIONCHECKED

PRESENT APPROVED

APPROVEDDATE


APPROVED

DESIGNED

CHECKED

DRAWN

DATE

PROPOSED

APPROVED

VERIFIED


CHIEF

DIRECTOR

D.G.


CONSULTING FIRMS :

DATE

NO.





KM-FG-010

Masaki ISHII

Masaki ISHII

Akio SHICHIJUGARI

T. MISHINA


P. SIRION

S. INTARAPRACHA

L. KOWATTANA

CoverList of drawingsGeneral planKra Mang floodgate

TENDER AND CONTRACTING DOCUMENTS FOR THE ...BAR ARRANGEMENT (MAIN BODY OF FLOODGATE 9/18) KM-FG-036...

Documents

Transcript of TENDER AND CONTRACTING DOCUMENTS FOR THE ...BAR ARRANGEMENT (MAIN BODY OF FLOODGATE 9/18) KM-FG-036...