CROSS SECTIONS MINISTRY OF TRANSPORT DEPARTMENT OF …

DL=1.00

DL=1.00

DL=1.00

DL=1.00

DL=1.00

DL=1.00

DL=1.00

DL=1.00

DL=1.00

DL=1.00

18900

27+550

/

ES

27+575

/

ES

27+600

/

ES

27+625

/

ES

27+650

/

ES

27+675

/

ES

27+700

/

ES

27+725

/

ES

27+750

/

ES

27+775

/

ES

18900

18900

18900

18900

18900

18900

18900

18900

18900

2.5% 2.5%

CTI ENGINEERING INTERNATIONAL CO., LTD.

DESIGNED BY CHECKED BY

SAGARA Hidetaka WATANABE Ryohei

ROAD ENGINEER CHIEF ENGINEER

ORIENTAL CONSULTANTS CO., LTD.

NIPPON KOEI CO., LTD.

CTI ENGINEERING CO., LTD.

PROJECT TITLE

The Inter-City Motorways Division

Department of Highways

Ministry of Transport

OWNER

APPROVED BY

MINISTRY OF TRANSPORT

DEPARTMENT OF HIGHWAYS

KINGDOM OF THAILAND

SHEET NO.

SCALE :

AUGUST 2012

DWG. NO.

DATE :

CHECKEDDATECHECKED DATE

NO.

REV.

DESCRIPTION

ENGINEER DOH

NO.

REV.

HIGHWAY ROUTE NO. 9

The Preparatory Survey on

the Outer Bangkok Ring Road

the Rehabilitation Project of

CROSS SECTIONS

( 64 / 70 )

SCALE 1:100

MW-115 120

DL=1.00

DL=1.00

DL=1.00

DL=1.00

DL=1.00

DL=1.00

DL=1.00

DL=1.00

DL=1.00

DL=1.00

27+800

/

ES

27+825

/

ES

27+850

/

ES

27+875

/

ES

27+900

/

ES

27+925

/

ES

27+950

/

ES

27+975

/

ES

28+000

/

ES

28+025

/

ES

18900

18900

18900

18900

18900

18900

18900

18900

18900

18900

2.5% 2.5%








PROJECT TITLE




OWNER

APPROVED BY



KINGDOM OF THAILAND

SHEET NO.

SCALE :

AUGUST 2012

DWG. NO.

DATE :


NO.

REV.

DESCRIPTION

ENGINEER DOH

NO.

REV.

HIGHWAY ROUTE NO. 9




CROSS SECTIONS

( 65 / 70 )

SCALE 1:100

MW-116 121

DL=1.00

DL=1.00

DL=1.00

DL=1.00

DL=1.00

DL=1.00

DL=1.00

DL=1.00

28+050

/

ES

28+075

/

ES

28+100

/

ES

28+125

/

ES

28+150

/

ES

28+175

/

ES

28+200

/

ES

28+225

/

ES

18900

18900

18900

18900

18900

18900

18900

18900

2.571%

2.5%2.5%

DL=1.00

DL=1.00

28+250

/

ES

28+275

/

ES

18900

18900

3.0%








PROJECT TITLE




OWNER

APPROVED BY



KINGDOM OF THAILAND

SHEET NO.

SCALE :

AUGUST 2012

DWG. NO.

DATE :


NO.

REV.

DESCRIPTION

ENGINEER DOH

NO.

REV.

HIGHWAY ROUTE NO. 9




CROSS SECTIONS

( 66 / 70 )

SCALE 1:100

MW-117 122

DL=1.00

DL=1.00

DL=1.00

DL=1.00

DL=1.00

DL=1.00

DL=1.00

DL=1.00

DL=1.00

DL=1.00

28+300

/

ES

28+325

/

ES

28+350

/

ES

28+375

/

ES

25+400

/

ES

28+425

/

ES

28+450

/

ES

28+475

/

ES

28+500

/

ES

28+525

/

ES

19520

19651

19909

20141

20308

20539

20694

20910

21091

21344

3.0% 3.0%








PROJECT TITLE




OWNER

APPROVED BY



KINGDOM OF THAILAND

SHEET NO.

SCALE :

AUGUST 2012

DWG. NO.

DATE :


NO.

REV.

DESCRIPTION

ENGINEER DOH

NO.

REV.

HIGHWAY ROUTE NO. 9




CROSS SECTIONS

( 67 / 70 )

SCALE 1:100

MW-118 123

DL=1.00

DL=1.00

DL=1.00

DL=1.00

/

ES

28+725

/

ES

28+750

/

ES

28+775

/

ES

22537

22494

22555

22486

3.0%

DL=1.00

DL=1.00

DL=1.00

DL=1.00

DL=1.00

DL=1.00

28+550

/

ES

28+575

/

ES

28+600

/

ES

28+625

/

ES

28+650

/

ES

28+700

/

ES

21623

21778

21978

22103

22311

22497

3.0%

28+675

2.767%

2.5%








PROJECT TITLE




OWNER

APPROVED BY



KINGDOM OF THAILAND

SHEET NO.

SCALE :

AUGUST 2012

DWG. NO.

DATE :


NO.

REV.

DESCRIPTION

ENGINEER DOH

NO.

REV.

HIGHWAY ROUTE NO. 9




CROSS SECTIONS

( 68 / 70 )

SCALE 1:100

MW-119 124

DL=1.00

DL=1.00

DL=1.00

DL=1.00

DL=1.00

DL=1.00

DL=1.00

DL=1.00

DL=1.00

DL=1.00

28+800

/

ES

28+825

/

ES

28+850

/

ES

28+875

/

ES

28+900

/

28+925

/

ES

28+950

/

ES

/

28+975

ES

/

29+000

ES

/

29+025

ESES

22479

22478

22607

22915

23114

23581

23968

24276

24499

24928

2.5% 2.5%








PROJECT TITLE




OWNER

APPROVED BY



KINGDOM OF THAILAND

SHEET NO.

SCALE :

AUGUST 2012

DWG. NO.

DATE :


NO.

REV.

DESCRIPTION

ENGINEER DOH

NO.

REV.

HIGHWAY ROUTE NO. 9




CROSS SECTIONS

( 69 / 70 )

SCALE 1:100

MW-120 125

DL=1.00

DL=1.00

DL=1.00

DL=1.00

DL=1.00

DL=1.00

DL=1.00

DL=1.00

DL=1.00

DL=1.00

/

29+050

ES

/

29+075

ES

/

29+100

ES

/

29+125

ES

/

29+150

ES

/

29+175

ES

/

29+200

ES

25285

25589

25850

26023

26152

26430

26407

2.5% 2.5%








PROJECT TITLE




OWNER

APPROVED BY



KINGDOM OF THAILAND

SHEET NO.

SCALE :

AUGUST 2012

DWG. NO.

DATE :


NO.

REV.

DESCRIPTION

ENGINEER DOH

NO.

REV.

HIGHWAY ROUTE NO. 9




CROSS SECTIONS

( 70 / 70 )

SCALE 1:100

MW-121 126

3. TOLL GATE








PROJECT TITLEOWNER

APPROVED BY



KINGDOM OF THAILAND

SHEET NO.

SCALE :

DWG. NO.

DATE :


NO.

REV.

DESCRIPTION

ENGINEER DOH

NO.

REV.

HIGHWAY ROUTE NO. 9







AUGUST 2012

TOLL GATE

-

TG-01 127








PROJECT TITLEOWNER

APPROVED BY



KINGDOM OF THAILAND

SHEET NO.

SCALE :

DWG. NO.

DATE :


NO.

REV.

DESCRIPTION

ENGINEER DOH

NO.

REV.

HIGHWAY ROUTE NO. 9







AUGUST 2012

TOLL GATE

-

TG-02 128








PROJECT TITLEOWNER

APPROVED BY



KINGDOM OF THAILAND

SHEET NO.

SCALE :

DWG. NO.

DATE :


NO.

REV.

DESCRIPTION

ENGINEER DOH

NO.

REV.

HIGHWAY ROUTE NO. 9







AUGUST 2012

TOLL GATE

AS SHOWN

TG-03 129








PROJECT TITLEOWNER

APPROVED BY



KINGDOM OF THAILAND

SHEET NO.

SCALE :

DWG. NO.

DATE :


NO.

REV.

DESCRIPTION

ENGINEER DOH

NO.

REV.

HIGHWAY ROUTE NO. 9







AUGUST 2012

TOLL GATE

AS SHOWN

TG-04 130








PROJECT TITLEOWNER

APPROVED BY



KINGDOM OF THAILAND

SHEET NO.

SCALE :

DWG. NO.

DATE :


NO.

REV.

DESCRIPTION

ENGINEER DOH

NO.

REV.

HIGHWAY ROUTE NO. 9







AUGUST 2012

TOLL GATE

AS SHOWN

TG-05 131








PROJECT TITLEOWNER

APPROVED BY



KINGDOM OF THAILAND

SHEET NO.

SCALE :

DWG. NO.

DATE :


NO.

REV.

DESCRIPTION

ENGINEER DOH

NO.

REV.

HIGHWAY ROUTE NO. 9







AUGUST 2012

TOLL GATE

AS SHOWN

TG-06 132








PROJECT TITLEOWNER

APPROVED BY



KINGDOM OF THAILAND

SHEET NO.

SCALE :

DWG. NO.

DATE :


NO.

REV.

DESCRIPTION

ENGINEER DOH

NO.

REV.

HIGHWAY ROUTE NO. 9







AUGUST 2012

TOLL GATE

AS SHOWN

TG-07 133








PROJECT TITLEOWNER

APPROVED BY



KINGDOM OF THAILAND

SHEET NO.

SCALE :

DWG. NO.

DATE :


NO.

REV.

DESCRIPTION

ENGINEER DOH

NO.

REV.

HIGHWAY ROUTE NO. 9







AUGUST 2012

TOLL GATE

AS SHOWN

TG-08 134








PROJECT TITLEOWNER

APPROVED BY



KINGDOM OF THAILAND

SHEET NO.

SCALE :

DWG. NO.

DATE :


NO.

REV.

DESCRIPTION

ENGINEER DOH

NO.

REV.

HIGHWAY ROUTE NO. 9







AUGUST 2012

TOLL GATE

AS SHOWN

TG-09 135








PROJECT TITLEOWNER

APPROVED BY



KINGDOM OF THAILAND

SHEET NO.

SCALE :

DWG. NO.

DATE :


NO.

REV.

DESCRIPTION

ENGINEER DOH

NO.

REV.

HIGHWAY ROUTE NO. 9







AUGUST 2012

TOLL GATE

AS SHOWN

TG-10 136








PROJECT TITLEOWNER

APPROVED BY



KINGDOM OF THAILAND

SHEET NO.

SCALE :

DWG. NO.

DATE :


NO.

REV.

DESCRIPTION

ENGINEER DOH

NO.

REV.

HIGHWAY ROUTE NO. 9







AUGUST 2012

TOLL GATE

25 CM. CONCRETE PAVEMENT (1 / 2)

AS SHOWN

TG-11 137








PROJECT TITLEOWNER

APPROVED BY



KINGDOM OF THAILAND

SHEET NO.

SCALE :

DWG. NO.

DATE :


NO.

REV.

DESCRIPTION

ENGINEER DOH

NO.

REV.

HIGHWAY ROUTE NO. 9







AUGUST 2012

TOLL GATE

25 CM. CONCRETE PAVEMENT (2 / 2)

1:50

TG-12 138

4. PEDESTRIAN OVERPASS FOR TOLL GATE ACCESS








PROJECT TITLEOWNER

APPROVED BY



KINGDOM OF THAILAND

SHEET NO.

SCALE :

DWG. NO.

DATE :


NO.

REV.

DESCRIPTION

ENGINEER DOH

NO.

REV.

HIGHWAY ROUTE NO. 9







AUGUST 2012

TOLL GATE

PEDESTRIAN BRIDGE

AS SHOWN

PO-01 139








PROJECT TITLEOWNER

APPROVED BY



KINGDOM OF THAILAND

SHEET NO.

SCALE :

DWG. NO.

DATE :


NO.

REV.

DESCRIPTION

ENGINEER DOH

NO.

REV.

HIGHWAY ROUTE NO. 9







AUGUST 2012

TOLL GATE

PEDESTRIAN BRIDGE

AS SHOWN

PO-02 140








PROJECT TITLEOWNER

APPROVED BY



KINGDOM OF THAILAND

SHEET NO.

SCALE :

DWG. NO.

DATE :


NO.

REV.

DESCRIPTION

ENGINEER DOH

NO.

REV.

HIGHWAY ROUTE NO. 9







AUGUST 2012

TOLL GATE

PEDESTRIAN BRIDGE

AS SHOWN

PO-03 141








PROJECT TITLEOWNER

APPROVED BY



KINGDOM OF THAILAND

SHEET NO.

SCALE :

DWG. NO.

DATE :


NO.

REV.

DESCRIPTION

ENGINEER DOH

NO.

REV.

HIGHWAY ROUTE NO. 9







AUGUST 2012

TOLL GATE

PEDESTRIAN BRIDGE

AS SHOWN

PO-04 142

AUGUST 2012

TOLL GATE

PEDESTRIAN BRIDGE

AS SHOWN








PROJECT TITLEOWNER

APPROVED BY



KINGDOM OF THAILAND

SHEET NO.

SCALE :

DWG. NO.

DATE :


NO.

REV.

DESCRIPTION

ENGINEER DOH

NO.

REV.

HIGHWAY ROUTE NO. 9







PO-05 143








PROJECT TITLEOWNER

APPROVED BY



KINGDOM OF THAILAND

SHEET NO.

SCALE :

DWG. NO.

DATE :


NO.

REV.

DESCRIPTION

ENGINEER DOH

NO.

REV.

HIGHWAY ROUTE NO. 9







AUGUST 2012

TOLL GATE

PEDESTRIAN BRIDGE

AS SHOWN

PO-06 144








PROJECT TITLEOWNER

APPROVED BY



KINGDOM OF THAILAND

SHEET NO.

SCALE :

DWG. NO.

DATE :


NO.

REV.

DESCRIPTION

ENGINEER DOH

NO.

REV.

HIGHWAY ROUTE NO. 9







AUGUST 2012

TOLL GATE

PEDESTRIAN BRIDGE

AS SHOWN

PO-07 145








PROJECT TITLEOWNER

APPROVED BY



KINGDOM OF THAILAND

SHEET NO.

SCALE :

DWG. NO.

DATE :


NO.

REV.

DESCRIPTION

ENGINEER DOH

NO.

REV.

HIGHWAY ROUTE NO. 9







AUGUST 2012

TOLL GATE

PEDESTRIAN BRIDGE

AS SHOWN

PO-08 146








PROJECT TITLEOWNER

APPROVED BY



KINGDOM OF THAILAND

SHEET NO.

SCALE :

DWG. NO.

DATE :


NO.

REV.

DESCRIPTION

ENGINEER DOH

NO.

REV.

HIGHWAY ROUTE NO. 9










AUGUST 2012

TOLL GATE

PEDESTRIAN BRIDGE

AS SHOWN

PO-09 147








PROJECT TITLE



OWNER

APPROVED BY



KINGDOM OF THAILAND

SHEET NO.

SCALE :

DWG. NO.

DATE :


NO.

REV.

DESCRIPTION

ENGINEER DOH

NO.

REV.

HIGHWAY ROUTE NO. 9





AUGUST 2012

TOLL GATE

PEDESTRIAN BRIDGE

AS SHOWN

PO-10 148








PROJECT TITLEOWNER

APPROVED BY



KINGDOM OF THAILAND

SHEET NO.

SCALE :

DWG. NO.

DATE :


NO.

REV.

DESCRIPTION

ENGINEER DOH

NO.

REV.

HIGHWAY ROUTE NO. 9







AUGUST 2012

TOLL GATE

PEDESTRIAN BRIDGE

AS SHOWN

PO-11 149








PROJECT TITLEOWNER

APPROVED BY



KINGDOM OF THAILAND

SHEET NO.

SCALE :

DWG. NO.

DATE :


NO.

REV.

DESCRIPTION

ENGINEER DOH

NO.

REV.

HIGHWAY ROUTE NO. 9







AUGUST 2012

TOLL GATE

PEDESTRIAN BRIDGE

AS SHOWN

PO-12 150

5. DRAINAGE WORK

5-1 HEIGHT ADJUSTMENT OF

EXISTING CATCH BASIN AT

MEDIAN

0.10 0.70 0.10

0.90

STEEL GRATING COVER

SECTION A-A

CONCRETE

0.10 1.35

1.55

SECTION B-B

0.10

0.08

SCALE　　　　　　　　1:20

HEIGHT ADJUSTMENT OF EXISTING CATCH BASIN (MEDIAN)

CONCRETE

STEEL GRATING COVER

1.35

0.10

1.55

0.15 0.60 0.15

0.10 0.70 0.10

0.90

PLAN

AA

BB

1.25

0.15

0.10

0.15

REMOVES

0.10 0.70 0.10

0.90

STEEL GRATING COVER

SECTION A-A

0.10 1.35

1.55

SECTION B-B

0.10

STEEL GRATING COVER

0.08

H=Ave.0.540

(RAISE)

0.08

0.46

0.08

H=Ave.0.540

(RAISE)

0.08

0.46

0.15 0.60 0.15 0.15 1.25 0.15DB ∅12 [email protected] M.

0.10

DB ∅12 MM. @0.20 M.

0.10

EXISTING EXISTING

EXISTING EXISTING

φ9MM. @ 0.20M.

L=1.49M.

φ9MM. @ 0.20M.

L=0.48M.

φ9MM. @ 0.20M.

L=0.56M.

φ9MM. @ 0.20M.

L=0.84M.

φ9MM. @ 0.20M.

L=0.48M.

φ9MM. @ 0.20M.

L=0.56M.

0.62

0.62

CONCRETE

(REMOVE)

1. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE INDICATED.

3. CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF

210 KSC. FOR 15x15x15 CM. CUBE AT 28 DAYS. AN APPROXIMATEMIX DESIGN

PER CUBIC METER IS SUGGESTED AS FOLLOW :

PORTLAND CEMENT TYPE 1 350 KG. (MIN.)

SAND 0.43 M.

CRUSHED ROCK OR GRAVEL 0.86 M.

CONCRETE SLUMP 10 CM.

4. REINFORCING STEEL SHALL CONORM TO TIS.20 GRADE SR24 FOR ROUND BARS

AND TIS.24 GRADE SD30 FOR DEFORMED BARS.

5. STRUCTURAL STEEL SHALL CONFORM TO TIS.116 GRADE FE 30.

NOTES :

2. THE SHADED AREAS REPRESENT PORTIONS TO BE DEMOLISHED.

TRAFFIC FLOW

0.08

REMOVES

(NORTH BOUND)

SCALE　　1:20

REMOVAL WORK

VARIES

VARIES

0.69

1.34

DETAIL OF STEEL GRATING COVERSCALE　　　　　　　　1:10

0.0512 MM. × 7.5CM.

12 MM. × 7.5CM. STEEL BARS

SCHEDULED LIST OF HEIGHT ADJUSTMENT OF EXISTING CATCH BASIN (MEDIAN)








PROJECT TITLEOWNER

APPROVED BY



KINGDOM OF THAILAND

SHEET NO.

SCALE :

DWG. NO.

DATE :


NO.

REV.

DESCRIPTION

ENGINEER DOH

NO.

REV.

HIGHWAY ROUTE NO. 9







AUGUST 2012

HEIGHT ADJUSTMENT OF EXISTING

CATCH BASIN AT MEDIAN

1:10 / 1:20

DR-1 151

5-2 HEIGHT ADJUSTMENT OF

EXISTING CATCH BASIN AT

SHOULDER

0.135

0.73

0.135

1.00

0.085

0.83

0.085

0.20 0.60 0.15

0.45 0.40 0.10

0.95

0.15 0.60 0.15

0.90

0.50 0.30

1.063

0.15 0.70 0.15

1.00

PLAN

SCALE　　　　　　　　1:20

AA

BB

HEIGHT ADJUSTMENT OF EXISTING CATCH BASIN (SHOULDER)

SECTION A-A SECTION B-B

0.155 0.17

0.098

0.075

0.085 0.83 0.085

1.063

0.155 0.098

0.810

0.45 0.40 0.10

0.95

0.15 0.60 0.15

0.90

0.50 0.30

Ave.1.378

0.15 0.70 0.15

1.00


0.155

0.17

0.483

0.098

0.075

0.085 0.83 0.085

0.098

0.810

Ave.0.480

Ave.1.378

0.155

Ave.0.480

0.908

0.908

H=

0.255

Ave.0.568

0.069

0.152

0.05

0.179

0.45 0.40 0.10

0.95

0.483

0.255

0.069

0.152

0.05

0.179

(RAISE)

H=

(RAISE)

STEEL GRATING COVERSTEEL GRATING COVER

DB ∅12 MM. @0.20 M.

0.10

VARIES

DB ∅12 MM. @0.20 M.

0.10

EXISTING EXISTING

EXISTING

EXISTING

1.00

1.00

φ9MM. @ 0.20M.

L=0.94M.

φ9MM. @ 0.20M.

L=0.42M.

φ9MM. @ 0.20M.

L=0.50M.

φ9MM. @ 0.20M.

L=0.89M.

φ9MM. @ 0.20M.

L=0.42M.

φ9MM. @ 0.20M.

L=0.50M.

TRAFFIC FLOW

(NORTH BOUND)

SCALE　　1:20

REMOVAL WORK






SAND 0.43 M.






NOTES :


VARIES

0.40

0.83

DETAIL OF STEEL GRATING COVERSCALE　　　　　　　　1:10

12 MM. × 7.5CM.

0.05


SCALE　　　　　　　　　　　　　1 : 10

AT CORNERS (TYP.)

RB ∅9 MM.

0.20

0.10 0.10

RB ∅9 MM. @0.20 M.

RB ∅9 MM. @0.20 M.

RB ∅9 MM. @0.20 M.

REINFORCEMENT DETAIL

L=1.64M

Ave. L=1.30M

Ave. L=0.82M

RB ∅9 MM.

SCHEDULED LIST OF HEIGHT ADJUSTMENT OF EXISTING CATCH BASIN (SHOULDER)








PROJECT TITLEOWNER

APPROVED BY



KINGDOM OF THAILAND

SHEET NO.

SCALE :

DWG. NO.

DATE :


NO.

REV.

DESCRIPTION

ENGINEER DOH

NO.

REV.

HIGHWAY ROUTE NO. 9







AUGUST 2012


CATCH BASIN AT SHOULDER

1:10 / 1:20

DR-2 152

5-3 DETAILS OF INLET CATCH BASIN

AT MEDIAN & PIPE CULVERT

0.15

0.70

0.15

1.00

0.085

0.83

0.085

0.20 0.60 0.15

0.45 0.40 0.10

0.95

0.15 0.60 0.15

0.90

0.30

1.063

PLAN

SCALE　　　　　　　　　　　　　　　　　1:20

AA

BB

CATCH BASIN (SHOULDER)


0.325

0.085 0.83 0.085

1.063

0.253

0.810

0.45 0.40 0.10

0.95

0.483

0.255

0.069

0.152

0.05

0.179

1.00

1.30

0.150.10

1.297

0.15

1.147

1.55

0.50

0.05 0.05

0.20 0.20

0.15 0.70

1.00

1.40

0.150.10

0.20

0.15

0.20

0.15

1.40

1.55

0.30

LEAN CONCRETE BEDDING

1:3:6 BY VOLUME

SAND BEDDING


1:3:6 BY VOLUME

SAND BEDDING

DB φ12 MM. L=0.60M. @0.20 M.

0.30

0.30

φ9MM. @ 0.20M.

L=0.94M.

φ9MM. @ 0.20M.

L=1.24M.

φ9MM. @ 0.20M.

L=0.84M.

φ9MM. @ 0.20M.

L=3.57M.

φ0.40 RC. PIPE CULVERT


φ9MM. @ 0.20M.

L=1.41M.

0.155

0.170

0.075

φ9MM. @ 0.20M.

L=0.84M.


φ9MM. @ 0.20M.

L=1.24～1.41M.　Ave.1.33M.

0.075

1.325

φ9MM. @ 0.20M.

L=0.94M.

φ9MM. @ 0.20M.

0.30

L=3.42～3.92M.　Ave.3.67M.

STEEL GRATING COVERSTEEL GRATING COVER

STEEL GRATING COVER






SAND 0.43 M.






NOTES :


0.40

0.83

STEEL GRATING COVERSCALE　　　　　　　　　　　　　　　　　1:10

3-12 MM. × 7.5CM.

0.05


SCALE　　　　　　　　　　　　　1 : 10

AT CORNERS (TYP.)

RB φ9 MM.

0.20

0.10 0.10

RB φ9 MM. @0.20 M.

RB φ9 MM. @0.20 M.

RB φ9 MM. @0.20 M.

REINFORCEMENT DETAIL

L=1.64M

L=0.98M

L=0.50M








PROJECT TITLEOWNER

APPROVED BY



KINGDOM OF THAILAND

SHEET NO.

SCALE :

DWG. NO.

DATE :


NO.

REV.

DESCRIPTION

ENGINEER DOH

NO.

REV.

HIGHWAY ROUTE NO. 9







AUGUST 2012


CATCH BASIN AT SHOULDER

1:10 / 1:20

DR-3 153

0.10 0.60 0.10

0.80

0.150.10

1.15

0.15

0.92

0.08

0.90

0.05

0.20

0.15

0.50

0.90

0.05

0.15


(OUTLET)


1:3:6 BY VOLUME

SAND BEDDING

STEEL GRATING COVER

L 50×50×6mm.

φ9MM. @ 0.20M.

SECTION A-A

0.10 0.80 0.10

1.00

0.150.10

1.15

0.15

0.92

0.08

0.20

0.20

0.15

0.70

1.40

0.20

0.15


1:3:6 BY VOLUME

SAND BEDDING

STEEL GRATING COVER

L 50×50×6mm.

φ9MM. @ 0.20M.

SECTION B-B

SCALE　　　　　　　　　　　　　　　　　1:20

CATCH BASIN (MEDIAN)

1.00


(OUTLET)

φ9MM. @ 0.20M.

L=0.94M. L=0.74M.

L=2.92M.

φ9MM. @ 0.20M.

L=1.01M.

φ9MM. @ 0.20M.

L=0.74M.

φ9MM. @ 0.20M.

L=3.12M.

φ9MM. @ 0.20M.

L=1.01M.

φ9MM. @ 0.20M.

L=0.94M.

TRAFFIC FLOW

(NORTH BOUND)






SAND 0.43 M.






NOTES :


6. DETAILS OF R.C.PIPE CULVERT SHALL CONFORM TO THE STANDARD OF DOH

OF THAILAND.

0.59

0.79

DETAIL OF STEEL GRATING COVERSCALE　　　　　　　　　1:10

12 MM. × 7.5CM.

12 MM. × 7.5CM.

0.05

0.52

0.60

1.12

0.30 0.52 0.30

1.12

φ0.40

0.06

0.06

BACKFILL

(ORDINARY BEDDING)SCALE　　　　　　　　　　　　　　　　　1:10

RC. PIPE CULVERT

SCALE　　　　　　　　　　　　　　　 VARIES

DETAILS OF INLET CATCH BASIN AT MEDIAN AND PIPE CULVERT

PRECAST

AA

BB

0.15

0.70

0.15

0.10

0.80

0.10

1.00

0.15

0.10

0.80

0.15

0.10 0.60

0.50


(OUTLET)

STEEL GRATING COVER








PROJECT TITLEOWNER

APPROVED BY



KINGDOM OF THAILAND

SHEET NO.

SCALE :

DWG. NO.

DATE :


NO.

REV.

DESCRIPTION

ENGINEER DOH

NO.

REV.

HIGHWAY ROUTE NO. 9







AUGUST 2012

DETAILS OF INLET CATCH BASIN AT

MEDIAN & PIPE CULVERT

1:10 / 1:20

SCHEDULED LIST OF φ0.40 RC. PIPE CULVERT FOR CROSSING

SCHEDULED LIST OF φ0.40 RC. PIPE CULVERT FOR LONGITUDINAL

DR-4 154

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