DETAIL OF EXPANSION JOINTS BETWEEN BASE SLABS AND … · for precast culvert units scale 1:10 10mm gap (max) bitumen impregnated burlap 150mm wide headwall detail (headwall lenght

L

20x20mm Chamfer

10mm Jointex caulking

H Sw Bw Bt

CULVERT SIZES

FOR A SINGLE UNIT

750

450

300

600

920 1140 130

750

920 1140 130

920 1140 130

920 1140 130

NOTES

FOUNDATION

CONDITION 1 AND 2

MAX FILL

HEIGHT (m)

CLASS

9.2

8.7

10.0

175 S

10.2

175 S

175 S

175 S

FOUNDATION

CONDITION 3 AND 4

MAX FILL

HEIGHT (m)

CLASS

5.2

4.9

5.5

175 S

5.8

175 S

175 S

175 S

REINFORCEMENT

BAR MARK A

°F.C 1 AND 2 °F.C 3 AND 4

Y12 - 200

Y12 - 175

Y12 - 175

Y12 - 150

Y12 - 200

Y12 - 175

Y12 - 175

Y12 - 150

REINFORCEMENT

BAR MARK B

°F.C 1,2,3 AND 4

Y10 - 200

Y10 - 200

Y10 - 200

Y10 - 200

°F.C = FOUNDATION CONDITION

1. All concrete shall be Class 30/19 MPa unless otherwise indicated.

2. Pitching on inlet side to be to design high flood level (100mm min.)

3. Design mass of fill = 2000 kg/m³

4. Load factor for proof load of SABS 986 = 1.5

5. Reinforcement shall comply with the requirements of SABS 920 Type C ,Class 2, Grade 1

6. Concrete cover to steel = 40mm min.

7. High tensile reinforcement (Y)

- Working stress = 207.5 MPa

- Characteristic strength of steel (fy) = 450 MPa

- Characteristics strength of concrete (fcu) = 30 MPa

8. Precast concrete cukverts shall comply with the requirements of SABS 986 and additional

test loading as specified.

9. Dimensions and reinforcement details for in-situ base slab are valid only if:

- The height of fill above the culvert is less or equal to the ones mentioned on the above tables.

- The type of material under the base slab is not a rock.

10. Dimensions in the above tables may not conform to all marketed units, it may become

necessary to revise tabulated dimensions.

11. Permissible fill heights :

- The relationship between the proposed S-load culvert Classes defined in SABS 986 and

the corresponding maximum permissible fill heights to meet the TMH 7 requirements was

calculated and is given in the table above.

If culverts are to be placed under higher fills than those given in this table then a

higher S -load Class must be specified.

The manufacturer may be consulted in this regard.

DETAIL OF EXPANSION JOINTS

IN BASE SLABS

SCALE 1:10

R20 Dowels (600mm long)

@ 300mm c/c placed

in centre of the base slab

10mm Jointex

10x10mm Silicone

Sealant

Tight fitting uPVC

Sleeve

DETAIL OF EXPANSION JOINTS

BETWEEN BASE SLABS AND APRON SLAB

SCALE 1:10

1400mm long Y16 BARS

@ 200mm c/c

20

20x10mm Silicone

Sealant "HIGHWAY"

22 DS "100" or similar

approved

20mm JOINTEX or similar

approved

60

60

12. Definitions:

- Yielding foundation conditions occur when the founding material and the fill material are

expected to settle at equal rates (compressible material).

The loading is calculated in accordance with TMH 7 Part 2, Clause 2.3.3.2(2).

- Unyielding foundation conditions occur when the founding material is incompressible

(softrock or other harder material). The loading is calculated in accordance with

TMH 7 Part 2, Clause 2.3.3.3(3) and (4).

- Trench condition occurs when culverts are laid in a narrow excavation and backfilled to G.L.

- Embankment (untrenched) condition occurs when culverts are laid at G.L. and

backfilled to final formation level.

13. The combinations of foundation and installation conditions used in TMH 7 are defined as :

Condition 1 : Culverts in trenches on unyielding foundation with no projection.

Condition 2 : Culverts untrenched on yielding foundation.

Condition 3 : Culverts untrenched on yielding foundation for h>1.7 X Sw.

Condition 4 : Culverts untrenched on yielding foundation for h

PROJECT DESCRIPTION

DRAWING TITLE

DESIGN CHECKED BY

DRAWN BY

DISCIPLINE

CLIENTSTATUSDATE REV REVISION DESCRIPTION

REFERENCE DRAWING TITLEREF. DRG No. NOTES:

FUNCTION NAME SIGNATURE

DESIGNED BY

DRAWING CHECKED BY

CONSULTANT APPROVAL

NAME DATESIGNATURE

MAY 2017 P 00 PLANNING

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FOR CLIENT DATE

NUMBER

COPYRIGHT RESERVED

TAZ PROJ. No

TAZ DRAWING NUMBER

DISCIPLINE REVISIONSTATUS

A=AS BUILT

DRAWING STATUS CODES :

C=CONSTRUCTION

T=TENDERP=PLANNING

SHEET SIZESHEETSCALE

TAZ-021002

T

STORMWATER

TM

TN

TM

TN

UPGRADING OF VAN RHYN PONDING CANAL

A0

2. THE GIVEN LEVELS AND GEOMETRY OF THE ROAD ARE TO BE CONFIRMED AFTER AN APPROVAL OF SETTING OUT

FROM THE ENGINEER'S REPRESENTATIVE

00

1 OF 1

1 : 2 000

KEY PLAN LAYOUT

000

TEL: (012) 841 1911

FAX: (012) 841 1221

COUNCIL FOR GEOSCIENCE

280 PRETORIA ST

SILVERTON

PRETORIA

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1. THE MASTER OF THIS DRAWING IS HELD AT THE TAZU PROJECTS AND CONSULTING ENGINEERS AT PRETORIA

OFFICE AND BEARS THE ORIGINAL SIGNATURE OF APPROVAL

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KEY PLAN LAYOUT

X 2 897 600

X 2 897 400

X 2 897 200

X 2 897 000

X 2 896 800

Y 6

6 4

00

Y 6

6 2

00

Y 6

6 0

00

Y 6

5 8

00

Y 6

5 6

00

Y 6

5 4

00

Y 6

5 2

00

Y 6

5 0

00

1 : 2 000

DRAWING INDEX

TAZ-021-02-000-T-00 KEY PLAN LAYOUT

TAZ-021-02-001-T-00 LOCALITY LAYOUT PLAN

TAZ-021-02-002-T-00 LAYOUT AND LONGITUDINAL SECTION




TAZ-021-02-006-T-00 CROSS SECTION




TAZ-021-02-010-T-00 TYPICAL CANAL DETAILS

TAZ-021-02-011-T-00 TYPICAL BOX CULVERTS

TAZ-021-02-012-T-00 TYPICAL PIPE CULVERT

TAZ-021-02-013-T-00 STONE PITCHING AND GABIONS

TAZ-021-02-014-T-00 GUARDRAIL ELEMENTS

X 2 897 600

Y 6

4 8

00

X 2 897 600

X 2 897 400

X 2 897 200

X 2 897 000

X 2 896 800

X 2 897 600

Y 66 400

Y 66 200

Y 66 000

Y 65 800

Y 65 600

Y 65 400

Y 65 200

Y 65 000

Y 64 800

BENCHMARKS ( SYSTEM WG 29 LOCAL SURVEY )

Name Y_Coord X_Coord Height Description

BASE 65083.639 2897420.862 1611.397 10mm Iron Peg

W1 65090.756 2897420.715 1611.484 10mm Iron Peg

W2 65227.415 2897432.004 1611.292 10mm Iron Peg

W3 65200.148 2897424.867 1611.685 10mm Iron Peg

W4 66411.601 2897286.126 1618.245 10mm Iron Peg

W5 66401.524 2897261.275 1618.121 10mm Iron Peg

W6 66394.769 2897244.235 1618.219 10mm Iron Peg

W7 66399.497 2897283.850 1615.084 10mm Iron Peg

PROJECT DESCRIPTION

DRAWING TITLE

DESIGN CHECKED BY

DRAWN BY

DISCIPLINE




DESIGNED BY

DRAWING CHECKED BY

CONSULTANT APPROVAL

NAME DATESIGNATURE


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FOR CLIENT DATE

NUMBER

COPYRIGHT RESERVED

TAZ PROJ. No

TAZ DRAWING NUMBER


A=AS BUILT


C=CONSTRUCTION

T=TENDERP=PLANNING


TAZ-021002

T

STORMWATER

TM

TN

TM

TN


A0



00

1 OF 1

1 : 750

LOCALITY PLAN

001

N

TEL: (012) 841 1911

FAX: (012) 841 1221


280 PRETORIA ST

SILVERTON

PRETORIA

0184

PROJECT START

X= 2 897 268.514

Y= 66 400.558

PROJECT END

X= 2 897 309.028

Y= 64 722.682



N

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CO

NT

IN

UE

D B

EL

OW

FR

OM

A

BO

VE

JUL 2017 T 00 TENDER

VAN RHY

N PONDIN

G CANAL

V

A

N

R

H

Y

N

P

O

N

D

IN

G

C

A

N

A

L

V

A

N

R

H

Y

N

P

O

N

D

I

N

G

C

A

N

A

L



BASE 65083.639 2897420.862 1611.397 10mm Iron Peg

W1 65090.756 2897420.715 1611.484 10mm Iron Peg

W2 65227.415 2897432.004 1611.292 10mm Iron Peg

W3 65200.148 2897424.867 1611.685 10mm Iron Peg

W4 66411.601 2897286.126 1618.245 10mm Iron Peg

W5 66401.524 2897261.275 1618.121 10mm Iron Peg

W6 66394.769 2897244.235 1618.219 10mm Iron Peg

W7 66399.497 2897283.850 1615.084 10mm Iron Peg

PROPOSED NEW BOX

CULVERTS

REF TO DWG: TAZ-021-02-004

EXISITNG CANAL ROUTE TO

BE CLOSED

EXISITNG PIPE CULVERTS

TO BE CLOSED

EXISTING PIPE CULVERT TO BE

CHANGED TO BOX CULVERT

REF TO DWG: TAZ-021-02-012

EXISTING OVERHEAD

PIPE BRIDGE

CANAL DIVERSION POINT TO

BE CLOSED

REF DWG: TAZ-021-02-010

S

N

A

K

E

R

O

A

D

TEMPORARY CANAL

DIVERSION POINT DURING

CONSTRUCTION

SECTION A - A

REF DWG: TAZ-021-02-010

SECTION B - B

REF DWG: TAZ-021-02-010

PROJECT DESCRIPTION

DRAWING TITLE

DESIGN CHECKED BY

DRAWN BY

DISCIPLINE




DESIGNED BY

DRAWING CHECKED BY

CONSULTANT APPROVAL

NAME DATESIGNATURE


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FOR CLIENT DATE

NUMBER

COPYRIGHT RESERVED

TAZ PROJ. No

TAZ DRAWING NUMBER


A=AS BUILT


C=CONSTRUCTION

T=TENDERP=PLANNING


TAZ-021002

T

STORMWATER

TM

TN

TM

TN


A0



00

1 OF 4

AS SHOWN

LAYOUT AND LONGITUDINAL SECTION

002

N

TEL: (012) 841 1911

FAX: (012) 841 1221


280 PRETORIA ST

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0184



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BASE 65083.639 2897420.862 1611.397 10mm Iron Peg

W1 65090.756 2897420.715 1611.484 10mm Iron Peg

W2 65227.415 2897432.004 1611.292 10mm Iron Peg

W3 65200.148 2897424.867 1611.685 10mm Iron Peg

W4 66411.601 2897286.126 1618.245 10mm Iron Peg

W5 66401.524 2897261.275 1618.121 10mm Iron Peg

W6 66394.769 2897244.235 1618.219 10mm Iron Peg

W7 66399.497 2897283.850 1615.084 10mm Iron Peg

1.72 (m/s)

EXISTING PIPE

CULVERT TO BE

CHANGED TO BOX

CULVERT

EXISTING

OVERHEAD PIPE

BRIDGE

PROJECT DESCRIPTION

DRAWING TITLE

DESIGN CHECKED BY

DRAWN BY

DISCIPLINE




DESIGNED BY

DRAWING CHECKED BY

CONSULTANT APPROVAL

NAME DATESIGNATURE


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. .

FOR CLIENT DATE

NUMBER

COPYRIGHT RESERVED

TAZ PROJ. No

TAZ DRAWING NUMBER


A=AS BUILT


C=CONSTRUCTION

T=TENDERP=PLANNING


TAZ-021002

T

STORMWATER

TM

TN

TM

TN


A0



00

2 OF 4

AS SHOWN


003

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TEL: (012) 841 1911

FAX: (012) 841 1221


280 PRETORIA ST

SILVERTON

PRETORIA

0184






BASE 65083.639 2897420.862 1611.397 10mm Iron Peg

W1 65090.756 2897420.715 1611.484 10mm Iron Peg

W2 65227.415 2897432.004 1611.292 10mm Iron Peg

W3 65200.148 2897424.867 1611.685 10mm Iron Peg

W4 66411.601 2897286.126 1618.245 10mm Iron Peg

W5 66401.524 2897261.275 1618.121 10mm Iron Peg

W6 66394.769 2897244.235 1618.219 10mm Iron Peg

W7 66399.497 2897283.850 1615.084 10mm Iron Peg

1,72 (m/s)

PROJECT DESCRIPTION

DRAWING TITLE

DESIGN CHECKED BY

DRAWN BY

DISCIPLINE




DESIGNED BY

DRAWING CHECKED BY

CONSULTANT APPROVAL

NAME DATESIGNATURE


. . . .

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FOR CLIENT DATE

NUMBER

COPYRIGHT RESERVED

TAZ PROJ. No

TAZ DRAWING NUMBER


A=AS BUILT


C=CONSTRUCTION

T=TENDERP=PLANNING


TAZ-021002

T

STORMWATER

TM

TN

TM

TN


A0



00

3 OF 4

AS SHOWN


004

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TEL: (012) 841 1911

FAX: (012) 841 1221


280 PRETORIA ST

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PRETORIA

0184






BASE 65083.639 2897420.862 1611.397 10mm Iron Peg

W1 65090.756 2897420.715 1611.484 10mm Iron Peg

W2 65227.415 2897432.004 1611.292 10mm Iron Peg

W3 65200.148 2897424.867 1611.685 10mm Iron Peg

W4 66411.601 2897286.126 1618.245 10mm Iron Peg

W5 66401.524 2897261.275 1618.121 10mm Iron Peg

W6 66394.769 2897244.235 1618.219 10mm Iron Peg

W7 66399.497 2897283.850 1615.084 10mm Iron Peg

PROPOSED NEW BOX

CULVERTS


BE CLOSED


TO BE CLOSED

1,72 (m/s)

PROJECT DESCRIPTION

DRAWING TITLE

DESIGN CHECKED BY

DRAWN BY

DISCIPLINE




DESIGNED BY

DRAWING CHECKED BY

CONSULTANT APPROVAL

NAME DATESIGNATURE


. . . .

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FOR CLIENT DATE

NUMBER

COPYRIGHT RESERVED

TAZ PROJ. No

TAZ DRAWING NUMBER


A=AS BUILT


C=CONSTRUCTION

T=TENDERP=PLANNING


TAZ-021002

T

STORMWATER

TM

TN

TM

TN


A0



00

4 OF 4

AS SHOWN


005

N

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TEL: (012) 841 1911

FAX: (012) 841 1221


280 PRETORIA ST

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PRETORIA

0184






BASE 65083.639 2897420.862 1611.397 10mm Iron Peg

W1 65090.756 2897420.715 1611.484 10mm Iron Peg

W2 65227.415 2897432.004 1611.292 10mm Iron Peg

W3 65200.148 2897424.867 1611.685 10mm Iron Peg

W4 66411.601 2897286.126 1618.245 10mm Iron Peg

W5 66401.524 2897261.275 1618.121 10mm Iron Peg

W6 66394.769 2897244.235 1618.219 10mm Iron Peg

W7 66399.497 2897283.850 1615.084 10mm Iron Peg

PROPOSED NEW BOX

CULVERTS


BE CLOSED


TO BE CLOSED

1.72 (m/s)

PROJECT DESCRIPTION

DRAWING TITLE

DESIGN CHECKED BY

DRAWN BY

DISCIPLINE




DESIGNED BY

DRAWING CHECKED BY

CONSULTANT APPROVAL

NAME DATESIGNATURE


. . . .

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FOR CLIENT DATE

NUMBER

COPYRIGHT RESERVED

TAZ PROJ. No

TAZ DRAWING NUMBER


A=AS BUILT


C=CONSTRUCTION

T=TENDERP=PLANNING


TAZ-021002

T

STORMWATER

TM

TN

TM

TN


A0



00

1 OF 4

1:500

CROSS SECTION

006

TEL: (012) 841 1911

FAX: (012) 841 1221


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PROJECT DESCRIPTION

DRAWING TITLE

DESIGN CHECKED BY

DRAWN BY

DISCIPLINE




DESIGNED BY

DRAWING CHECKED BY

CONSULTANT APPROVAL

NAME DATESIGNATURE


. . . .

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FOR CLIENT DATE

NUMBER

COPYRIGHT RESERVED

TAZ PROJ. No

TAZ DRAWING NUMBER


A=AS BUILT


C=CONSTRUCTION

T=TENDERP=PLANNING


TAZ-021002

T

STORMWATER

TM

TN

TM

TN


A0



00

2 OF 4

1:500

CROSS SECTION

007

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FAX: (012) 841 1221


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PROJECT DESCRIPTION

DRAWING TITLE

DESIGN CHECKED BY

DRAWN BY

DISCIPLINE




DESIGNED BY

DRAWING CHECKED BY

CONSULTANT APPROVAL

NAME DATESIGNATURE


. . . .

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FOR CLIENT DATE

NUMBER

COPYRIGHT RESERVED

TAZ PROJ. No

TAZ DRAWING NUMBER


A=AS BUILT


C=CONSTRUCTION

T=TENDERP=PLANNING


TAZ-021002

T

STORMWATER

TM

TN

TM

TN


A0



00

3 OF 4

1:500

CROSS SECTION

008

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FAX: (012) 841 1221


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PROJECT DESCRIPTION

DRAWING TITLE

DESIGN CHECKED BY

DRAWN BY

DISCIPLINE




DESIGNED BY

DRAWING CHECKED BY

CONSULTANT APPROVAL

NAME DATESIGNATURE


. . . .

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FOR CLIENT DATE

NUMBER

COPYRIGHT RESERVED

TAZ PROJ. No

TAZ DRAWING NUMBER


A=AS BUILT


C=CONSTRUCTION

T=TENDERP=PLANNING


TAZ-021002

T

STORMWATER

TM

TN

TM

TN


A0



00

4 OF 4

1:500

CROSS SECTION

009

TEL: (012) 841 1911

FAX: (012) 841 1221


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PROJECT DESCRIPTION

DRAWING TITLE

DESIGN CHECKED BY

DRAWN BY

DISCIPLINE




DESIGNED BY

DRAWING CHECKED BY

CONSULTANT APPROVAL

NAME DATESIGNATURE


. . . .

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FOR CLIENT DATE

NUMBER

COPYRIGHT RESERVED

TAZ PROJ. No

TAZ DRAWING NUMBER


A=AS BUILT


C=CONSTRUCTION

T=TENDERP=PLANNING


TAZ-021002

T

STORMWATER

TM

TN

TM

TN


A0



00

NTS

AS SHOWN

CANAL TYPICAL DETAILS

010

TEL: (012) 841 1911

FAX: (012) 841 1221


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PROJECT DESCRIPTION

DRAWING TITLE

DESIGN CHECKED BY

DRAWN BY

DISCIPLINE




DESIGNED BY

DRAWING CHECKED BY

CONSULTANT APPROVAL

NAME DATESIGNATURE

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FOR CLIENT DATE

NUMBER

COPYRIGHT RESERVED

TAZ PROJ. No

TAZ DRAWING NUMBER


A=AS BUILT


C=CONSTRUCTION

T=TENDERP=PLANNING


A0

1 OF 1

AS SHOWN

TYPICAL DETAILS: BOX CULVERTS


TAZ-021002

T

STORMWATER

TM

TN

TM

TN




00011

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PROJECT DESCRIPTION

DRAWING TITLE

DESIGN CHECKED BY

DRAWN BY

DISCIPLINE




DESIGNED BY

DRAWING CHECKED BY

CONSULTANT APPROVAL

NAME DATESIGNATURE

. . . .

. . . .

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THACHVIEW 2

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DETAIL OF EXPANSION JOINTS BETWEEN BASE SLABS AND … · for precast culvert units scale 1:10 10mm gap (max) bitumen impregnated burlap 150mm wide headwall detail (headwall lenght