2 325 1 750 PURPOSES ONLYFOR TENDER - … set 06 of 06... · 93% Mod AASHTO density. Maximum particle size = 25mm Backfill Material: Selected from excavated material compacted in

160mmØ uPVC.

1m×1m×2m

Gabion Basket.

0.3m×1m×2m

Gabion Basket

2 3

25

50

05

00

50

05

00

17

5

Me

asu

re

O

n S

ite

1 7

50

50

0

25MPa

35

0

15

0

15

0

NGLNGL

01

02

03

04

05

24

0

110mm uPVC PN 16

determine length on site.

75mmØ PN10 HDPE

pipe to daylight.

25MPa concrete

with Mesh ref: 395.

80mmØ Galvanised

Drain pipe.

25MPa

Thrust Block

All joints to be sealed

with DENSO sealostrip

or similar approved.

1500mm Ø x 83mm Precast concrete

manhole rings to SABS 1294-81

complete with stepping irons.

50×5mm×800mm long

Galvanised flat bar fixed

to cover slab and

manhole rings.

175mm Thick Heavy Duty

25MPa Precast concrete

manhole cover slab.

M6 Sleeve Anchor.

20mm Ø

Drainage Hole.




110mm Ø

Overflow Holes.



manhole lid to SABS

558-1973.

400×400×500mm high

pressure breaking

concrete block with

4×Y10 starter bars.

25MPa concrete with Mesh

ref: 395. Provide 4×Y10

splices as starter bars.

40mm

Blinding.

40mm

Blinding.

See

details.

490

4

0

0

4

0

0

1m x 1m x 2m

Gabion Basket

0.3m x 1m x 2m

Gabion Basket

110mm uPVC PN 16


R

7

6

2

R

8

4

5

04

02

03

2 000

2,000

340

05

2 000

2 000

01

06

06

380

2,100

260

Min 750

Varies m

in 900m

m100

200

Ø

2

2

5

100

400

Bedding Material: Compacted

selected granular material.

Ensure that there are no

cavities under the two lower

quadrants of the pipe.

Blanket Material: Selected

from excavated material

compacted in 100mm layers to

93% Mod AASHTO density.

Maximum particle size = 25mm

Backfill Material: Selected from

excavated material compacted

in 150mm layers to 93% Mod

AASHTO density. Maximum

particle size = 50mm

Stockpile Separate during

excavation and replace

Topsoil on completion.

NGL

25

0

12

5

15

NGL

80 m

m

T16 / T25

T16 / T25

Apply Denzo primer D to surface

and profiling mastic to flanges.

Wrap with petrolatum tape and

PVC outer wrap.

750mm Ø Prefabricated

concrete ring filled with

15 Mpa Concrete.

Air valve steel

covering as

per detail.

50mm Ø Air Valve - Type 'Variant'

model '050LW25' or similar

approved. Anti Shock air valve with

16/25 Bar rated

1

4

turn ball stop

valve. All mounted complete on a

galvanised 50NB valve chamber as

per 'LW Tank Systems' or similar

approved. Refer to detail drawing.

Approx length 600mm

confirm with long section

on site measurements.

60

0

600

225Ø×8" HDPE flange adaptor

PE100 S5/SDR11 with Backing

flange steel, PP/Steel and Type C

200mmØ flat gasket.

225mmØ HDPE

30

0

01

02

S225:16 FITTINGS

01 - 200mmØ Galvanized Steel straight pipe

(2100mm long) with 80mmØ branch

(260mm long),T16 flanged.

02 - 80mmØ Equal tee, T16 flanged.

03 - 80mmØ T16 Blank flange.

04 - 80mm T16 RS Gate valve to SABS

664 with epoxy coated body and cap top.

05 - 80mmØ Straight, with VJ flange adaptor

one end & T16 flanged on other.

06 - 80mmØ Straight with 45° bend, T16 flange.

07 - 80Ø Straight, 1×T16 flanged, with

1×80-100mm Jet Dispenser.

08 - 80Ø Straight with 90° bend, 1×T16 flange.

09 - 75Ø × 3" HDPE flange adaptor T16.

10 - 225Ø×8" HDPE flange adaptor PE100

S5/SDR11 with Backing flange steel,

PP/Steel and Type C 200mmØ flat gasket.

NOTE: ALL FITTINGS TO BE HOT DIPPED

GALVANISED

10

0

2 3

25

50

05

00

50

05

00

17

5

NGLNGL

Me

asu

re

O

n S

ite

75mmØ PN10 HDPE

pipe to daylight.

35

0

490

15

0

01 02

04

05

06

07

08

09

25MPa

Thrust

Block

24

0

50×5mm×800mm long


to cover slab and

manhole rings.

See

details.

15MPa Concrete

thrust block

500x500x100mm.




PVC outer wrap.1

4

0

0

6

0

0

25MPa concrete

with Mesh ref: 395.



manhole cover slab.




1500mmØ×83mm Precast concrete



M6 Sleeve Anchor.

20mm Ø

Drainage Hole.

80mmØ Galvanised

Drain pipe.

40mm

Blinding.

R

7

6

2

R

8

4

5

205

200

205

02

04 05

03

500

2 000

2 000

01

10

10

380

2,100

260

S225:25 FITTINGS




02 - 80mmØ API (or similar approved) Wedge

gate valve to SABS 664 withhandwheel

ANSI Class 300 flanges.

03 - 80mmØ-100mmØ Stepped flange adaptor,

T16 flange on one end or similar

approved.

04 - 80mmØ Straight with 90° bend, 1×T16

flange.


06 - 225Ø×8" HDPE flange adaptor PE100

S5/SDR11 with Backing flange steel,

PP/Steel and Type C 200mmØ flat gasket.


GALVANISED

600

100

50

80mm Dia×5mm thick disk

welded to threaded bar.

M16 lock nut to

adjust dispersing

disk.

M16 Nut welded to

5mm×50mm plate.

80-100mm

Dia Reducer.

M16 Nut welded to

5mm×50mm plate.

M16 Bolt (adjusting

bolt) welded to

80mmØ×5mm plate.

A-225 FITTINGS (T16/25)



(300mm long),T16/25 flanged.

02 - 80mmØ Straight pipe (600mm long),

T16/25 flanged.


GALVANISED

(S225:25) SCOUR CHAMBER SECTION

(25 BAR RATED)

Scale 1:20

GRAVITY MAINS D1-D6:

225mm HDPE

GENERAL DETAILS

Approved by Consultant:

Name:

Signature: Date:

Drawing description:

Project:

Drawn: Date:G.D Bezuidenhout

Scale/s: AS SHOWN

Drawing Number:

Name:

Signature: Date:

KWAHLOKOHLOKO -

SUB SUPPLY AREA 5

PHASE 3 BULK

Feb 2016

010-006 / 05 / 08 / 01

Project Implementing Agent:

Project Funder:

mig

Municipal

Infrastructure

Grant

Designation:

ECSA Registration no.:

AMENDMENTS

Revision Date

Description

Rev.:

Approved by Client:

J. W. Janse van Rensburg

Pr Tech Eng.

201070143

(S225:25) SCOUR VALVE CHAMBER PLAN

(25 BAR RATED)

Scale 1:20

TRENCH DETAILS

Scale 1:10

AIR VALVE DETAILS (A-225)

Scale 1:20

F

O

R

T

E

N

D

E

R

P

U

R

P

O

S

E

S

O

N

L

Y


(16 BAR RATED)

Scale 1:20


(16 BAR RATED)

Scale 1:20

P O Box 2083

Vryheid, 3100

161 High Street

Tel 034 983 2825

Fax 034 983 2945

[email protected]

Reg No 2004 / 019299 / 07

ECA CONSULTING

Civil and Structural Engineers

KING

CETSHWAYO

DISTRICT

MUNICIPALITY

JET DISPENSER DETAIL

Scale 1:5

4

0

0

4

0

0

150m

m D

uctile Iron

Pipe

1m x 1m x 2m

Gabion Basket

0.3m x 1m x 2m

Gabion Basket

110mm uPVC PN 16

determine length on site

05

04

02

03

01

R

7

6

2

R

8

4

5

2 000

2 000

340

2 000

2,0

00

Backfill Material: Selected


compacted in 150mm layers

to 93% Mod AASHTO

density. Maximum particle

size = 50mm

10

0




Ø

1

5

0

Va

rie

s m

in

7

00

mm

55

0



compacted in 100mm

layers to 93% Mod



20

0

Min 750

Bedding Material:

Compacted selected

granular material.

Ensure that there are

no cavities under the

two lower quadrants

of the pipe.

10

0

NGLNGL

T16 / T25

T16 / T25

150 DI



15 Mpa Concrete.


model '032LW25' or similar approved.

Anti Shock air valve with 16/25 Bar

rated

1

4

turn ball stop valve. All

mounted complete on a galvanised

32NB valve chamber as per 'LW

Tank Systems' or similar approved.

Approx length 600mm






PVC outer wrap.

125

Air valve steel

covering as

per detail.

250

150 DI

15

600

80

m

m

01

02

T

h

ru

s

t b

lo

c

k

c

a

s

t a

g

a

in

s

t

u

n

d

is

tu

rb

e

d

s

o

il

Side of excavated trench


37

5

200

Thrust

block

2

0

0

Thrust block cast against

undisturbed soil

1

5

0

m

m

K

7

D

u

c

tile

Iro

n

P

ip

e

7

5

0

m

m

w

id

e

tre

n

c

h

S

id

e

o

f e

x

c

a

v

a

te

d

tre

n

c

h

S

id

e

o

f e

x

c

a

v

a

te

d

tre

n

c

h

15MPa Thrust block,

600mm min deep.



375

Thrust

block

1

5

0

m

m

K

7

D

u

c

t

ile

I

r

o

n

P

ip

e


undisturbed soil T

h

r

u

s

t

b

lo

c

k

c

a

s

t

a

g

a

in

s

t

u

n

d

is

t

u

r

b

e

d

s

o

il

200

2

0

0

7

5

0

m

m

w

id

e

t

r

e

n

c

h

S

id

e

o

f

e

x

c

a

v

a

t

e

d

t

r

e

n

c

h

S

id

e

o

f

e

x

c

a

v

a

t

e

d

t

r

e

n

c

h

15MPa Thrust block,

600mm min deep.



S

i

d

e

o

f

e

x

c

a

v

a

t

e

d

t

r

e

n

c

hS

i

d

e

o

f

e

x

c

a

v

a

t

e

d

t

r

e

n

c

h

37

5

7

5

0

m

m

w

i

d

e

t

r

e

n

c

h

1

5

0

m

m

K

7

D

u

c

t

i

l

e

I

r

o

n

P

i

p

e

Thrust

block


undisturbed soil

T

h

r

u

s

t

b

l

o

c

k

c

a

s

t

a

g

a

i

n

s

t

u

n

d

i

s

t

u

r

b

e

d

s

o

i

l

350

3

5

0

15MPa Thrust block,

600mm min deep.

02

03

110mm uPVC PN 16


25MPa

Thrust Block

01



manhole cover slab.

See

details.

2 325

50

05

00

50

05

00

17

5

Me

asu

re

O

n S

ite

35

01

50

NGLNGL

50×5mm×800mm long


to cover slab and

manhole rings.M6 Sleeve Anchor.

20mm Ø

Drainage Hole.

M6 Sleeve Anchor.







25MPa concrete

with Mesh ref: 395.

80mmØ Galvanised

Drain pipe.

40mm

Blinding.

75mmØ PN10 HDPE

pipe to daylight.

04

05

25MPa




40mm

Blinding.

160mmØ uPVC.

1m×1m×2m

Gabion Basket.

0.3m×1m×2m

Gabion Basket




400×400×500mm high

pressure breaking

concrete block with


1 500

15

0

50

0

490

400



manhole lid to SABS

558-1973.

110mm Ø

Overflow Holes.

S150:25 FITTINGS

01 - 150mmØ-80mmØ Double socket reduce

tee, with T25 flanged branch.

02 - 80mm API (or similar approved) Wedge

gate valve to SABS 664 with handwheel




approved.


flange.



GALVANISED


undisturbed soil


undisturbed soil



37

5

150m

m K

7 D

uctile Iron

Pipe



Thrust

block

750

mm

wide

trench

600

60

0

15MPa Thrust block,

600mm min deep.

S160:16 FITTINGS

01 - 150mmØ-80mmØ Double socket reduce

tee, with T16 flanged branch.

02 - 80mmØ Equal tee, T16 flanged.




05 - 80mmØ Straight, with VJ flange adapter




1×80-100mm Jet Disperser.


09 - 75Ø × 3" HDPE flange adapter T16.


GALVANISED

05

R

7

6

2

R

8

4

5

04

2 000

2 000

01

205

20

0

205

02

03

500

490

04

05

06

07

08

09

25MPa

Thrust Block

25MPa concrete

with Mesh ref: 395.

80mmØ Galvanised

Drain pipe.

40mm

Blinding.

75mmØ PN10 HDPE

pipe to daylight.

401

2 325

500

500

500

500

175

Measure O

n S

ite

340

150







20mm Ø

Drainage Hole.

NGL

NGL

50×5mm×800mm long


to cover slab and

manhole rings.

See

details.

15MPa Concrete

thrust block

500x500x100mm.




PVC outer wrap.



manhole cover slab.

M6 Sleeve Anchor.

100

1

4

0

0

6

0

0

02

240

01


01 - 150mmØ-80mmØ Double socket

reduce tee, with T16 flanged branch.


T16/25 flanged.


GALVANISED

600

100

50

80mm Dia×5mm

thick disk welded

to threaded bar.

M16 lock nut to adjust

dispersing disk.

M16 Nut welded to

5mm×50mm plate.

80-100mm

Dia Reducer.

M16 Nut welded to

5mm×50mm plate.

M16 Bolt (adjusting

bolt) welded to

80mmØ×5mm plate.


Scale 1:20

RISING MAIN A:

150mm DUCTILE IRON

GENERAL DETAILS


Name:

Signature: Date:


Project:


Scale/s: AS SHOWN

Drawing Number:

Name:

Signature: Date:

KWAHLOKOHLOKO -

SUB SUPPLY AREA 5

PHASE 3 BULK

Feb 2016

010-006 / 05 / 08 / 02


Project Funder:

mig

Municipal

Infrastructure

Grant

Designation:


AMENDMENTS

Revision Date

Description

Rev.:

Approved by Client:


Pr Tech Eng.

201070143

TRENCH DETAILS

Scale 1:10


(25 BAR RATED)

Scale 1:20

11.25° THRUST BLOCK PLAN

Scale 1:20

22.5° THRUST BLOCK PLAN

Scale 1:20

45° THRUST BLOCK PLAN

Scale 1:20

(S150:25) SCOUR VALVE CHAMBER SECTION

(25 BAR RATED)

Scale 1:25

F

O

R

T

E

N

D

E

R

P

U

R

P

O

S

E

S

O

N

L

Y

90° THRUST BLOCK PLAN

Scale 1:20


(16 BAR RATED)

Scale 1:20


(16 BAR RATED)

Scale 1:25

P O Box 2083

Vryheid, 3100

161 High Street

Tel 034 983 2825

Fax 034 983 2945

[email protected]

Reg No 2004 / 019299 / 07

ECA CONSULTING


KING

CETSHWAYO

DISTRICT

MUNICIPALITY


Scale 1:5

110mm uPVC PN 16


02

03

04 05

2 325

50

0

80mmØ Galvanised

Drain pipe.

50

05

00

50

0

15

0

Me

asu

re

O

n S

ite

17

5

35

0

NGL

NGL

See

details.

75mmØ PN10 HDPE

pipe to daylight.

25MPa concrete

with Mesh ref: 395.

40mm

Blinding.

M6 Sleeve Anchor.

20mm Ø

Drainage Hole.

M6 Sleeve Anchor.









manhole cover slab.

50×5mm×800mm long


to cover slab and

manhole rings.




40mm

Blinding.

160mmØ uPVC.

1m×1m×2m

Gabion Basket.

0.3m×1m×2m

Gabion Basket






manhole lid to SABS

558-1973.

25MPa

400×400×500mm high

pressure breaking

concrete block with


1 750

15

0

50

0

110mm Ø

Overflow Holes.

01

25MPa

Thrust Block

Min 750

Va

rie

s m

in

7

00

mm

10

02

00

50

0

Ø

1

1

0



















10

0

T16 / T25

12

5




PVC outer wrap.

60

0

NGLNGL

15



15 Mpa Concrete.

25

0

Air valve steel

covering as

per detail.




rated

1

4





Approx length 600mm



80 m

m

T16 / T25

500

110mm×4" HDPE

Flange Adaptor T16.

20

0

01

02

04

05

110mm uPVC PN 16


02

03

R

7

6

2

R

8

4

5

1m x 1m x 2m

Gabion Basket

0.3m x 1m x 2m

Gabion Basket

2,000

2,0

00

2,0

00

2,000

4

0

0

4

0

0

340

01

06

06

2,1

00

175

02

04

05

06

07

08

09

2 325

500

500

500

500

175

Measure O

n S

ite

350

150

25MPa concrete

with Mesh ref: 395.

80mmØ Galvanised

Drain pipe.

40mm

Blinding.

NGL

NGL

See

details.

1

4

0

0

6

0

0



manhole cover slab.

50×5mm×800mm long


to cover slab and

manhole rings.

100

15MPa Concrete

thrust block

500x500x100mm.




PVC outer wrap.







20mm Ø

Drainage Hole.

M6 Sleeve Anchor.

75mmØ PN10 HDPE

pipe to daylight.

01

R

7

6

2

R

8

4

5

04

02

03

05

08

09

210

24

5

300

2,000

2,0

00

01

10

10

34

5

2,1

00

175

S110: 25 FITTINGS




02 - 80mm API (or similar approved) Wedge

gate valve to SABS 664 with handwheel




approved.


flange.

05 - 75Ø×3" HDPE flange adaptor T16.

06 - 110Ømm×4" HDPE flange adaptor T16.


GALVANISED

S110:16 FITTINGS




02 - 80mmØ Tee, T16 flanged.




05 - 80mmØ Straight, with VJ flange adaptor




1×80-100mm Jet Dispenser.



10 - 110Ømm×4" HDPE flange adaptor T16.


GALVANISED

600

100

50



M16 lock nut to

adjust dispersing

disk.

M16 Nut welded to

5mm×50mm plate.

80-100mm

Dia Reducer.

M16 Nut welded to

5mm×50mm plate.

M16 Bolt (adjusting

bolt) welded to

80mmØ×5mm plate.






T16/25 flanged.


GALVANISED


Scale 1:20

RISING / GRAVITY

MAINS E,F,G,H,I & J:

110mm HDPE

GENERAL DETAILS


Name:

Signature: Date:


Project:


Scale/s: AS SHOWN

Drawing Number:

Name:

Signature: Date:

KWAHLOKOHLOKO -

SUB SUPPLY AREA 5

PHASE 3 BULK

Feb 2016

010-006 / 05 / 08 / 03


Project Funder:

mig

Municipal

Infrastructure

Grant

Designation:


AMENDMENTS

Revision Date

Description

Rev.:

Approved by Client:


Pr Tech Eng.

201070143

TRENCH DETAILS

Scale 1:10


(25 BAR RATED)

Scale 1:25


(16 BAR RATED)

Scale 1:20


(25 BAR RATED)

Scale 1:20

(S110:16) SCOUR CHAMBER PLAN

(16 BAR RATED)

Scale 1:20

F

O

R

T

E

N

D

E

R

P

U

R

P

O

S

E

S

O

N

L

Y

P O Box 2083

Vryheid, 3100

161 High Street

Tel 034 983 2825

Fax 034 983 2945

[email protected]

Reg No 2004 / 019299 / 07

ECA CONSULTING


KING

CETSHWAYO

DISTRICT

MUNICIPALITY


Scale 1:5






10

020

0

49

0

Min 750

Va

rie

s m

in

7

00m

m









Ø

9

0






10

0

500

90mm HDPE

Flange Adaptor.



15 Mpa Concrete.




rated

1

4





Air valve steel

covering as

per detail.

NGLNGL

12

5

25

0

15




PVC outer wrap.

Approx length 600mm



60

0

80 m

m

01

02

20

0

700

10

0

10

0

Thrust

Block

88

0

40mm Blinding

See details.

NGL

NGL

25MPa concrete

with Mesh ref: 395.

50×5mm×800mm

long Galvanised flat

bar fixed to cover slab

and manhole rings.

15MPa Concrete thrust

block 500×500×100mm.

Apply Denzo primer D to

surface and profiling

mastic to flanges. Wrap

with petrolatum tape and

PVC outer wrap.

20mm Ø

Drainage Hole.

M6 Sleeve

Anchor.

M6 Sleeve

Anchor.

50mmØ PN10 HDPE

pipe to daylight.



manhole cover slab.

1000mmØ × 65mm Precast

concrete manhole rings to

SABS 1294-81 complete

with stepping irons.




50mmØ Galvanised

Drain pipe.

15

50

25

05

00

50

01

50

Me

asu

re

O

n S

ite

15

0

02

03

04

7

0

0

6

0

0

05

06

07

08

200

R

5

0

0

R

5

6

5

1500

15

00

01

01

75

0

03

04

700

07

08

02

90m

m H

DP

E

Pipe.

90m

m H

DP

E

Pipe.

S90:16 FITTINGS

01 - 90mm HDPE Flange Adaptor.

(2 Required)




03 - 80mm T16 RS Gate valve to SABS 664

with epoxy coated body and cap top.

04 - 80mmØ Straight, T16 flanged.







GALVANISED

600

100

50



M16 lock nut to

adjust dispersing

disk.

M16 Nut welded to

5mm×50mm plate.

80-100mm

Dia Reducer.

M16 Nut welded to

5mm×50mm plate.

M16 Bolt (adjusting

bolt) welded to

80mmØ×5mm plate.






T16/25 flanged.


GALVANISED


Scale 1:20

RISING MAINS L:

90mm HDPE

GENERAL DETAILS


Name:

Signature: Date:


Project:


Scale/s: AS SHOWN

Drawing Number:

Name:

Signature: Date:

KWAHLOKOHLOKO -

SUB SUPPLY AREA 5

PHASE 3 BULK

Feb 2016

010-006 / 05 / 08 / 04


Project Funder:

mig

Municipal

Infrastructure

Grant

Designation:


AMENDMENTS

Revision Date

Description

Rev.:

Approved by Client:


Pr Tech Eng.

201070143

TRENCH DETAILS

Scale 1:10

(S90:16) SCOUR CHAMBER

SECTION

Scale 1:10

-

(S90-16) SCOUR CHAMBER PLAN

Scale 1:10

P O Box 2083

Vryheid, 3100

161 High Street

Tel 034 983 2825

Fax 034 983 2945

[email protected]

Reg No 2004 / 019299 / 07

ECA CONSULTING


KING

CETSHWAYO

DISTRICT

MUNICIPALITY

F

O

R

T

E

N

D

E

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P

U

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P

O

S

E

S

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Scale 1:5

600

25

02

00

Va

rie

s M

in

5

50m

m

94

94

Pipe bedding cradle: Compacted

selected granular material (sifted

sand). Ensure that there are no



Blanket Material: Selected from




particle size = 25mm.





particle size = 50mm.




Ø

6

3

25

0

12

5

15

500

50mm


concrete ring filled with 15

Mpa Concrete.

63mm HDPE

Flange Adaptor.




PVC outer wrap.


model '032LW25' or similar

approved. Anti Shock air valve

with 16 Bar rated

1

4

turn ball stop

valve. All mounted complete on a

galvanised 32NB valve chamber

as per 'LW Tank Systems' or

similar approved.

50m

m

NGL NGL

Bottom of trench

Air valve steel

covering as

per detail.

20

0

01

100

Thrust

Block

650

395

07

08

02

03

04

05

06

150

M6 Sleeve Anchor.



manhole cover slab.

1000mm Ø x 65mm Precast

concrete manhole rings to

SABS 1294-81 complete

with stepping irons.

50x5mmx800mm long


to cover slab and

manhole rings.

M6 Sleeve

Anchor.

15MPa Concrete thrust block

500x500x100mm.




PVC outer wrap.

20mm Ø Drainage

Hole.

7

0

0

6

0

0

100

1150

40mm Blinding

See details.

25MPa concrete

with Mesh ref: 395.

50mmØ Galvanised

Drain pipe.

1800

500

500

500

150

Measure O

n S

ite

130

NGL

NGL




50mmØ PN10 HDPE

pipe to daylight.

50 mm

02

01

01

650

03

04

R

5

0

0

R

5

6

5

200

26

0

50 m

m

1500

15

00

S63:16 FITTINGS

01 - 63Ø×2" HDPE flange adapter T16.

(2 Required)






04 - 50mmØ Straight, T16 flanged.

05 - 80mmØ Straight with 45° bend & 50Ø-80Ø

Reducer, T16 flange.






GALVANISED

600

100

50



M16 lock nut to

adjust dispersing

disk.

M16 Nut welded to

5mm×50mm plate.

80-100mm

Dia Reducer.

M16 Nut welded to

5mm×50mm plate.

M16 Bolt (adjusting

bolt) welded to

80mmØ×5mm plate.

A-63 FITTINGS (T16)





GALVANISED


Scale 1:10

RISING MAIN K:

63mm HDPE

GENERAL DETAILS


Name:

Signature: Date:


Project:


Scale/s: AS SHOWN

Drawing Number:

Name:

Signature: Date:

KWAHLOKOHLOKO -

SUB SUPPLY AREA 5

PHASE 3 BULK

Feb 2016

010-006 / 05 / 08 / 05


Project Funder:

mig

Municipal

Infrastructure

Grant

Designation:


AMENDMENTS

Revision Date

Description

Rev.:

Approved by Client:


Pr Tech Eng.

201070143

TRENCH DETAILS

Scale 1:10

(S63:16) SCOUR CHAMBER

SECTION

Scale 1:10

01

(S63:16) SCOUR CHAMBER PLAN

Scale 1:10

P O Box 2083

Vryheid, 3100

161 High Street

Tel 034 983 2825

Fax 034 983 2945

[email protected]

Reg No 2004 / 019299 / 07

ECA CONSULTING


KING

CETSHWAYO

DISTRICT

MUNICIPALITY

F

O

R

T

E

N

D

E

R

P

U

R

P

O

S

E

S

O

N

L

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Scale 1:5

20x20x20mm Joint Sealer,

pressure sensitive, non-hardening

compound, comprising selected

bitumen modified with rubber and

inert fillers.

2mm Thick pre-formed self

adhesive rubber bitumen high

density polyethylene damp proof

membrane and radon barrier.

20x20x20mm Joint Sealer, pressure

sensitive, non-hardening compound,

comprising selected bitumen

modified with rubber and inert fillers.

2mm Thick pre-formed self adhesive

rubber bitumen high density polyethylene

damp proof membrane and radon barrier.

Precast manhole ring.

Apply bitumen primer to concrete surface

before applying joint sealer. Special care

must be taken to ensure that joint sealer is

kept in position when placing manhole rings.

150

22

100

2

55

65

55

300

300 300

45×45×3 Equal angle &

125mm long

R12 rods

250

125

24

14

40

30

40

150

30

26

24

10

75

150

75

85

21

23

70

85

60

4

Ø

1

5

R

1

5

125

45

3

4

20

6

4

45

85

45

75

75

75

75

75

75

75

75

645

610

545

540

605

640

560

Detail 01A

855

1068

76

30

75

50

137

781

12

80 or 50mm Ø T16 Flange

SABS 1123

T16-80 Flange SABS 1123

894

89

805

150 NB Cap - 168.3 OD x 4.5

WT DIN STD or 165.2 OD JIS

STD

125 NB PIPE SABS 62 MEDIUM

140.6 OD x 4.85 WT

Slot half way around

100

141

12

600

1100

500

COBRA

20-c10 20-c10 20-c10 20-c10 20-c10 20-c10

1/2" Cobra Bibtap.

16mm 90deg grade

316 stainless steel

female elbow.

1.8m long K

Standard tied to

stainless steel pipe.

16mm Stainless

Steel pipe grade 304

threaded both ends.

600Ø×150mm Pre-cast

tree ring, filled with

20MPa concrete.

20mm x 3/4" 90°

Male Elbow.

Saddle on

main line.

20mm x 1/2" 90deg

female elbow HDPE.

15

00

150

100

W

Letter 'W' Engrave.

NGL.

50

0

10

0

350

90

0

25MPa Concrete.

4 × Y12

Reinforcing

Bars.

20 MPa / 19mm

stone concrete

base.

Varies (M

in. 800m

m)

M

e

a

s

u

r

e

o

n

s

i

t

e

Pickable Material

Intermediate

Material

Intermediate / Hard

Rock Material

Dril 20mm Ø

Holes & anchor

4 x Y12 bars

Use 'Non-shrink'

bedding grout

(From

Sampson)

500

150mm Ø Ductile

Iron pipe.

150mm Ductile Iron

Flange Adapter

150mm Ø 'Klambon'

Flange adapter.

150mm Ø x 4.2mm wall thickness

'Medium Class Steel Pipe to SABS 62

Part 1. All hot dipped galvanised to

SABS 763.

45°-11.25° 'Klambon

Elbows - As required.

150mm 'Klambon - RYC' Coupling

- Hot dipped galvanised.

150mm Ø x 4.2mm wall

thickness 'Medium Class

'KLAMBON' Steel Pipe to

SABS 62 Part 1. All hot dipped

galvanised to SABS 763.

60 x 10mm FMS Galv.

Saddle over pipe

Min. 10mm thick

Conveyor belt pad on

concrete.

500

600

300

400

Ø

1

7

0

75

135

170

60

38

Ø

1

8

245

M16 x 240mm

'HILTI' Stud

Anchor bolts.

60 x 10mm Thick FMS

Galvanised Saddle bracket

over 150mm Ø Steel pipe.

20

6

10

12

2

M2 Bolt

PIPELINE GENERAL

DETAILS


Name:

Signature: Date:


Project:


Scale/s: AS SHOWN

Drawing Number:

Name:

Signature: Date:

KWAHLOKOHLOKO -

SUB SUPPLY AREA 5

PHASE 3 BULK

Feb 2016

010-006 / 05 / 08 / 06


Project Funder:

mig

Municipal

Infrastructure

Grant

Designation:


AMENDMENTS

Revision Date

Description

Rev.:

Approved by Client:


Pr Tech Eng.

201070143

F

O

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TYPICAL MANHOLE SEALING DETAIL

Scale 1 :5

LOCKABLE / GALVANISED

& CONCRETE FILLED

CHAMBER LID DETAILS

Scale 1 :10

AIR VALVE DETAIL

Scale 1 :10

STANDPIPE CONNECTION

DETAIL

Scale 1 :10

TYPICAL WATER MARKER DETAIL

Scale 1 :10

TYPICAL ELEVATED KLAMBON STEEL

PIPE CONCRETE STUB COLUMN DETAIL

Scale 1:10

CONCRETE STUB

COLUMN PLAN

Scale 1:10

PIPE SADDLE DETAILS

Scale 1:5

P O Box 2083

Vryheid, 3100

161 High Street

Tel 034 983 2825

Fax 034 983 2945

[email protected]

Reg No 2004 / 019299 / 07

ECA CONSULTING


KING

CETSHWAYO

DISTRICT

MUNICIPALITY

DETAIL 01A

Scale 1 :5

MEINECKE

SIEVE

Tie

Tie Tie Tie

Tie

Tie

Tie

Tie

Tie

Tie

150

Tie

Tie

Tie

1 650

Tie

Tie

3 750150

4 050200 200

1,5

00

15

01

50

20

01

,8

00

20

0

3 150

3 450

15

01

50

20

02

00

1,500

1,800200 200

150150

2 250

2 250

150

200

1 650

15

0

20

0

15MPa

Concrete

Thrust block.

110mmØ

HDPE.

Tie TieTie Tie Tie

AA

B

B

12

13

14

15

12

15

16

17

18

19

01 01

0303

02

04

05 0506

07

08

08

09

10

80mm Pipe

bracket as

per detail.

150mm Pipe

bracket as

per detail.

225mm Ø

HDPE pipe.

225mm Ø

HDPE pipe.

Galv. T-Air vent.

500

200

2 100

15

01

50

50

0

15MPa/19mm stone

40mm concrete blinding.

75Ø HDPE

pipe to daylight.

225Ø HDPE

35MPa/19mm stone,

150mm thick concrete,

Mesh Ref. 395.

35MPa/19mm stone

150mm thick concrete

wall, Mesh ref. 395.

25mm Slope

Sump

NGL

NGL

32mmØ Drainage holes,

100mm above NGL.

01 01

0303

02

04

05 05

0607

08

08

09

10

20

21

23

225Ø HDPE

Measure on site

100

300

300

300

300

300

10×60 Flat

Me

ta

l S

he

et.

1 300

1 700

650

150

70 70

400

260

10×60 Flat Metal

Sheet bracket.

M12 Rawl bolt.

Y20 Bar.

10×60 Flat Metal Sheet

with 2×14mm Ø holes

for M12 rawl bolts.

8F8F

100

C

65

0m

m "V

AS

TR

AP

" C

OV

ER

/L

ID

1250mm "VASTRAP" COVER / LID

100

60

0m

m IP

E a

a 1

40

1200mm IPEaa 140

100424 424

C

D

D

170

100

10 Opening.

27

15 overhang.

20mm Ø GMS pipe sleeve.

R16 Roundbar, bend and welded to angle.

IPE-AA 140 Cut in Half.

50x2mm FMS as "Fishtail" anchor in

concrete (Provide 3xanchor per side).

4.5mm Thick "Vastrap" Plate cover

50x6mm FMS bar

to take padlock.


50x2mm FMS as "Fishtail"

anchor in concrete.

4.5mm "Vastrap" plate as cover.

50

50

80

60

Ø

1

2

100

27

50

27

15 overhang

180

15 overhang

1 250

03 10

Item

No.

Dia(mm)

ND

Description

No

Off.

Drawing

200-150Ø

Concentric reducer,

T16 flanged.

200

-

150Ø

450

08 10 150Ø

150Ø Straight pipe,

T16 flanged.

21 05 80Ø

80×3" T16 flange

adaptor.

22

700

15

0

50

5

350

Ø

8

0

8

75

80Ø Air vent with

puddle flange.

80Ø05

02 05 200Ø

200Ø Straight

pipe with

puddle flange,

T16 flanged.

250

700

150Ø Branch

to 80Ø tee,

T16 flanged.

04 05

150

-

80Ø

450

24

0

05 10

150Ø RS Valve with

cap,T16 flanged or

similar approved.

150Ø

06 05

150Ø VJ Dismantling

joint, T16 flanged or

similar approved.

150Ø

280

250

0705

WP-Dynamic, 150Ø,

"SENSUS" Strainer

with T16 flanged or

similar approved.

150Ø

306

09 05

WP-Dynamic, 150Ø,

Pulse "SENSUS"

Water Meter with

T16 flanges or

similar approved.

150Ø

300

160

10 05 150Ø

150Ø Straight pipe

with 50mmØ steam

socket and puddle

flange, T16 flanged.

750

225300

32mm Variant air valve,

model: 032LW25 with

1

1

4

" turn ball cock valve

and 900mm long male

threaded extension pipe


Fixing bracket:32Ø

HILTI Light fixed point

pipe ring.

11 05 32Ø

MO

S

100 - 500mm long

Measure On Site.

900

MFP-GP 20

M20 Rod

MFP-L NW32 M20-F

12 10

80Ø RS Valve with

cap,T16 flanged or

similar approved.

80Ø

225

229

13 05

80Ø VJ Dismantling


similar approved.

80Ø

250

14 05

WP-Dynamic, 80Ø,

"SENSUS" Strainer

with T16 flanges or

similar approved.

80Ø

225

250

15 10 80Ø

80Ø Straight pipe,

T16 flanged.

16 05

WP-Dynamic, 80Ø,

"SENSUS" Water

Meter with T16 flanges


80Ø

225

17 05

100 - 80Ø

Concentric reducer,

T16 flanged.

100

-

80Ø

110

18 05 100Ø

100Ø Straight pipe

with 1 1/4" steam

socket and puddle


650

285 180

19 05

35

0

700

20 05 80Ø

80Ø Straight pipe

with 90° bend &

T16 flange to one

end.

Insect Screen

38 Holes x 4mm Ø

in 3mm cover plate

welded to ends

5× with 1" steam socket.

5× without 1" steam

socket

01 10 225Ø

225Ø×8" HDPE flange

adaptor PE100

S5/SDR11 with

Backing flange steel,

PP/Steel and Type C

200mmØ flat gasket.

100Ø

110mmØ×4" HDPE

flange adaptor T16.


model: 050LW25 with

50mmØ turn ball cock

valve and 900mm long

male threaded

extension pipe or

similar approved.

Fixing bracket:50mmØ

HILTI Light fixed point

pipe ring.

23 05 50Ø

MO

S

100 - 500mm long

Measure On Site.

900

MFP-GP 20

M20 Rod

MFP-L NW50 M20-F

Galv. T-Air vent.

200

2 100

150

150

500

15MPa/19mm stone


35MPa/19mm stone,


Mesh Ref. 395.

15MPa

Concrete

Thrust block.

35MPa/19mm stone



NGL NGL

32mmØ Drainage

holes, 100mm

above NGL.

Access manhole cover.

See details.

11

04

12

13

14

15

12

16

17

18

19

15

215

100

30 30

50

50

50

10mm thick

base plate.

5

215

215

10

Ø

8

9

50mm wide Galvanised

pipe clamp with 12mm self

adhesive foam sealing to

inside of FMS bar to

protect galv. pipe.

M12 bolt.

IPE 100.

IPE 100

30 30

200

140

15

5

30

30

95

10mm thick

base plate.

M16 Anchor

bolts.


Name:

Signature: Date:


Project:


Scale/s: AS SHOWN

Drawing Number:

Name:

Signature: Date:

Feb 2016

010-006 / 05 / 08 / 07


Project Funder:

mig

Municipal

Infrastructure

Grant

Designation:


AMENDMENTS

Revision Date

Description

Rev.:

Approved by Client:


Pr Tech Eng.

201070143

225-110 TEE OFF

CHAMBER, PIPE SCHEDULE

AND DETAILS

225-110 ISOLATING / TEE

OFF CHAMBER PLAN

Scale 1:20

PIPE BRACKET DETAIL

Scale 1:5

KWAHLOKOHLOKO -

SUB SUPPLY AREA 5

PHASE 3 BULK

SECTION A-A

Scale 1:25

ACCESS CHAMBER GALVANISED

LADDER DETAIL

Scale 1:20

F

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ACCESS MANHOLE PLAN

Scale 1:10

SECTION C-C

Scale 1:5

SECTION D-D

Scale 1:5

SECTION B-B

Scale 1:25

Take note that the pipe schedule below, includes all

the pipes and fittings for 5 identical tee-off chambers.

P O Box 2083

Vryheid, 3100

161 High Street

Tel 034 983 2825

Fax 034 983 2945

[email protected]

Reg No 2004 / 019299 / 07

ECA CONSULTING


KING

CETSHWAYO

DISTRICT

MUNICIPALITY

PIPE BRACKET

Scale 1:5

PIPE BRACKET

BASE PLATE

Scale 1:5

PIPE BRACKET PLAN

Scale 1:5

MEINECKESIEVE

Sieve

Meter

15MPa

Concrete

Thrust block

2 700 150

3 000 200

2 100

15

0

2 400

20

0

150

200

15

0

20

0

AA

B

B

02

03

04

05

06

07

08

09

08

05

10

12

13

13

15

14

16

16

17

19

18

90mm Ø

HDPE pipe.

01

63mm Ø

HDPE pipe.

80mm Pipe

bracket as

per detail.

50mm Pipe

bracket as

per detail.

110mmØ

HDPE.

Galv. T-Air vent.

500200

2 100

15

01

50

50

0

15MPa/19mm stone


75Ø HDPE

pipe to daylight.

35MPa/19mm stone,


Mesh Ref. 395.

35MPa/19mm stone



25mm Slope

Sump

NGL NGL

32mmØ Drainage

holes, 100mm

above NGL.

20

21

01

02

03

04

11

05

06

0708

09

08

05

10

12

22

110mmØ

HDPE.

90mm Ø

HDPE pipe.

10

03

00

30

03

00

30

03

00

10×60 Flat

Metal S

heet.

1 300

1 700

65

0

15

0

70 70

400

260

10×60 Flat Metal

Sheet bracket.

10×60 Flat Metal Sheet

with 2×14mm Ø holes

for M12 rawl bolts.

M12 Rawl bolt.

Y20 Bar.

8F 8F

10

0

C

650m

m "V

AS

TR

AP

" C

OV

ER

/LID

1250mm "VASTRAP" COVER / LID

100

600m

m IP

E aa 140

1200mm IPEaa 140

100424 424

C

D

D

170

10

0

10 Opening.

27

15 overhang.

20mm Ø GMS pipe sleeve.

R16 Roundbar, bend and welded to angle.


50x2mm FMS as "Fishtail" anchor in

concrete (Provide 3xanchor per side).

4.5mm Thick "Vastrap" Plate cover

50x6mm FMS bar

to take padlock.


50x2mm FMS as "Fishtail"

anchor in concrete.

4.5mm "Vastrap" plate as cover.

50

50

80

60

Ø

1

2

100

27

50

27

15

overhang

180

15

overhang

1 250

15MPa

Concrete

Thrust block.

Galv. T-Air vent.

200

2 100

15

01

50

50

0

15MPa/19mm stone


35MPa/19mm stone,


Mesh Ref. 395.

35MPa/19mm stone



NGL NGL

32mmØ Drainage

holes, 100mm

above NGL.

04

13 13

14

15

16

16

17

18

19

Sump

11

22

63mm Ø

HDPE pipe.

Item

No.

Dia(mm)

ND

Description

No

Off.

Drawing

01 01 100Ø

110mmØ×4" HDPE

flange adaptor T16.

02 01 100Ø

100Ø Straight pipe

with puddle flange,

T16 flanged.

500

210

03 01

100 - 80Ø

Concentric reducer,

T16 flanged.

100Ø

-

80Ø

110

80Ø Branch to

50Ø tee, T16

flanged.

04 01

80Ø

-

50Ø

350

175

05 02

80Ø RS Valve with

cap,T16 flanged or

similar approved.

80Ø

229

06 01

80Ø VJ Dismantling


similar approved.

80Ø

250

07 01

WP-Dynamic, 80Ø,

"SENSUS" Strainer

with T16 flanges or

similar approved.

80Ø

225

250

08 01 80Ø

80Ø Straight pipe,

T16 flanged.

09 01

WP-Dynamic, 80Ø,

"SENSUS" Water Meter

with T16 flanges or

similar approved.

80Ø

225

10 01 80Ø

80Ø Straight pipe

with 1 1/4" steam

socket and puddle


650

200 210


model: 032LW25 with

1

1

4

" turn ball cock valve and

900mm long male threaded

extension pipe or similar

approved.

Fixing bracket:32Ø HILTI

Light fixed point pipe ring.

11 02 32Ø

MO

S

100 - 500mm long

Measure On Site.

900

MFP-GP 20

M20 Rod

MFP-L NW32 M20-F

12 01 80Ø

90×3" T16 flange

adaptor.

13 02

50Ø RS Valve with

cap,T16 flanged or

similar approved.

50Ø

150

14 01

50Ø VJ Dismantling


similar approved.

50Ø

185

15 01

WP-Dynamic, 50Ø,

"SENSUS" Strainer

with T16 flanges or

similar approved.

50Ø

200

150

16 02 50Ø

50Ø Straight pipe,

T16 flanged.

17 01

WP-Dynamic, 50Ø,

"SENSUS" Water Meter

with T16 flanges or

similar approved.

50Ø

200

18 01 50Ø

50Ø Straight pipe

with 1 1/4" steam

socket and puddle


500

100 210

19 01 50Ø

63mm T16 flange

adaptor.

21 01 80Ø

80×3" T16 flange adaptor.

35

0

700

20 01 80Ø

80Ø Straight pipe with

90° bend & T16

flange to one end.

22

700

15

0

50

5

350

Ø

8

08

75

80Ø Air vent with

puddle flange.

80Ø01

Insect Screen

38 Holes x 4mm Ø

in 3mm cover plate

welded to ends

Measure on site

215

100

30 30

50

50

50

10mm thick

base plate.

5

215

215

10

Ø

8

9

50mm wide Galvanised

pipe clamp with 12mm self

adhesive foam sealing to

inside of FMS bar to

protect galv. pipe.

M12 bolt.

IPE 100.

IPE 100

30 30

200

140

15

5

30

30

95

10mm thick

base plate.

M16 Anchor

bolts.


Name:

Signature: Date:


Project:


Scale/s: AS SHOWN

Drawing Number:

Name:

Signature: Date:

Feb 2016

010-006 / 05 / 08 / 08


Project Funder:

mig

Municipal

Infrastructure

Grant

Designation:


AMENDMENTS

Revision Date

Description

Rev.:

Approved by Client:


Pr Tech Eng.

201070143

110-90-63 TEE OFF

CHAMBER, PIPE SCHEDULE

AND DETAILS

110-90-63 ISOLATING / TEE

OFF CHAMBER PLAN

Scale 1:20

KWAHLOKOHLOKO -

SUB SUPPLY AREA 5

PHASE 3 BULK

SECTION A-A

Scale 1:20

ACCESS CHAMBER GALVANISED

LADDER DETAIL

Scale 1:20

F

O

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D

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R

P

U

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P

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S

E

S

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L

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ACCESS MANHOLE PLAN

Scale 1:10

SECTION C-C

Scale 1:5

SECTION D-D

Scale 1:5

SECTION B-B

Scale 1:20

P O Box 2083

Vryheid, 3100

161 High Street

Tel 034 983 2825

Fax 034 983 2945

[email protected]

Reg No 2004 / 019299 / 07

ECA CONSULTING


KING

CETSHWAYO

DISTRICT

MUNICIPALITYPIPE BRACKET DETAIL

Scale 1:5

PIPE BRACKET

Scale 1:5

PIPE BRACKET

BASE PLATE

Scale 1:5

PIPE BRACKET PLAN

Scale 1:5

25MPa reinforced concrete anchor

block with Y16 straight bars and

Y10 stirrups spaced @ 1m c/c.

200mmØ Galvanised

Steel Pipe, T25.

11.25° Bend

200mmØ Steel

pipe, T25.



flange steel, PP/Steel and Type

C 200mmØ flat gasket.

11.25° Bend

200mmØ Steel

pipe, T25.

11.25°

6,000 6,000 6,000 6,000

225mmØ

HDPE pipe.

A

A





225mmØ

HDPE pipe.

500

500

200mmØ Galvanised

Steel Pipe, T25.

25MPa reinforced concrete

anchor block with Y12

straight bars and Y10

stirrups spaced @ 1m c/c.

Pipe fixing

bracket.

200mmØ Galvanized Steel pipe.

700×650×300mm

support column.

300×400mm

Concrete Column.

2m×1.5m×0.75m

Concrete Base.

2m×1m×1m

Gabion Basket.

2m×1.5m×0.75m

Concrete Base.

2m×1m×1m

Gabion Basket.

Scour chamber

as per detail.

11.25° Bend

200mmØ Steel

pipe, T25.

Thrust

block.

6,000 6,0006,000 6,000

Razor

wire.

225mmØ

HDPE pipe.

225mmØ

HDPE pipe.

225mmØ

HDPE pipe.





200mmØ

Galvanized

Steel pipe.

225Ø×8" HDPE

flange adaptor

PE100 S5/SDR11

with Backing flange

steel, PP/Steel and

Type C 200mmØ

flat gasket.

2m×1.5m×0.75m

Concrete Base.

Pipe fixing

bracket.

700×650×300mm

support column.

300×400mm

Concrete Column.

2m×1m×1m

Gabion Basket.

Scour chamber

as per detail.

2m×1.5m×0.75m

Concrete Base.

6,000 6,000 6,000 6,000

Razor

wire.

11.25° Bend

200mmØ Steel

pipe, T25.

Thrust

block.

225mmØ

HDPE pipe.





200mmØ

Galvanized

Steel pipe.

225mmØ

HDPE pipe.

225Ø×8" HDPE

flange adaptor

PE100 S5/SDR11

with Backing flange

steel, PP/Steel and

Type C 200mmØ

flat gasket.

200mmØ Galvanized Steel pipe.

Scour chamber

as per detail.

50mmØ Cable Lock pipe.

IPE 180 I-Section

support column with

pipe bracket.

350mm Ø

Concrete

Column.

1500×1500mm

Column base.

6,000 6,000 6,000 6,000

Razor

wire.

DONGA CROSSING D3

CH D58 - D59 (TYPE A)

Scale 1:50

F

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SECTION A - A

Scale 1:10

DONGA CROSSING D5

CH 1120 (TYPE B)

Scale 1:100

DONGA CROSSING D5

CH 1580 (TYPE B)

Scale 1:100

DONGA CROSSING K

CH 280 (TYPE C)

Scale 1:100


Name:

Signature: Date:


Project:


Scale/s: AS SHOWN

Drawing Number:

Name:

Signature: Date:

Feb 2016

010-006 / 05 / 09 / 01


Project Funder:

mig

Municipal

Infrastructure

Grant

Designation:


AMENDMENTS

Revision Date

Description

Rev.:

Approved by Client:


Pr Tech Eng.

201070143

DONGA CROSSING

LONG SECTIONS

KWAHLOKOHLOKO -

SUB SUPPLY AREA 5

PHASE 3 BULK

P O Box 2083

Vryheid, 3100

161 High Street

Tel 034 983 2825

Fax 034 983 2945

[email protected]

Reg No 2004 / 019299 / 07

ECA CONSULTING


KING

CETSHWAYO

DISTRICT

MUNICIPALITY

M16×150mm 'Hilti'

HVU with HAS Rod.

21

6

125

20

10

150 250 150

Ø

2

3

0

400

650

125

30

0

Min. 10mm thick

Conveyor belt

pad on angle.

10mm Galvanised

Steel Fixing Plate.

200mm Galvanized

Steel Pipe.

10mm round bar

welded to saddle

bracket.

500mm Ø

Razor wire.

75

40

550

150

18mmØ hole

for M16 bolt.

40

70

750

1,500

Varies

300

700

Pipe bracket

as per detail.

200mmØ

Galvanized

steel pipe.

300×400mm

Concrete Column.

2m×1.5m×0.75m

Concrete Base.

700×650×300mm

support column.

Detail B

Y16 Staight bars measure on site

B01

B02

B03

B036 Y12 Starter Bars

B02

B01B01B01

B01 B01B01B01

B046 Y16 Starter Bars

Detail B

B08120 R10 Stirrups @ 200c/c


200mmØ Galvanized

steel pipe bracket as

per detail.

M16×150mm 'Hilti'

HVU with HAS Rod.

Razor wire.

200mmØ Galvanized steel pipe

B018 Y16 200 B1&T2

B0211 Y16 200 B2&T1

B04

B04

B04

B054 Y16 200 B1&T2

B064 Y16 200 B2&T1

B07

B078 Y16 200 T3

(4)(4)

(4)

A01

A012 Y16 T1&B2

A01

A01A01A0

2

A0225 Y10 Stirrups @ 1m c/c

A01

A0

2

A01

A01 A01

B07B07

B05

B05

B06B06 B06B06

B06B06B06 B06

B04B04

F

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200Ø DI PIPE

BRACKET DETAILS

Scale 1:5

200Ø GALVANIZED STEEL

PIPE BRACKET PLAN

Scale 1:5

TYPE B COLUMN

DETAIL

Scale 1:20

ANCHOR BLOCK

DETAIL

Scale 1:20

TYPE B COLUMN

REINFORCING DETAIL

Scale 1:20

REINFORCING DETAIL OF

COLUMN BASE BOTTOM

(TYPE B)

Scale 1:20

REINFORCING DETAIL

OF COLUMN BASE TOP

Scale 1:20

REINFORCING DETAIL

(TYPE A)

Scale 1:5

(TYPE A) TYPICAL

REINFORCING SECTION

Scale 1:10

DETAIL B

Scale 1:5


Name:

Signature: Date:


Project:


Scale/s: AS SHOWN

Drawing Number:

Name:

Signature: Date:

Feb 2016

010-006 / 05 / 09 / 02


Project Funder:

mig

Municipal

Infrastructure

Grant

Designation:


AMENDMENTS

Revision Date

Description

Rev.:

Approved by Client:


Pr Tech Eng.

201070143

DONGA CROSSING

TYPE A & B DETAILS &

REINFORCING

DETAILS

KWAHLOKOHLOKO -

SUB SUPPLY AREA 5

PHASE 3 BULK

P O Box 2083

Vryheid, 3100

161 High Street

Tel 034 983 2825

Fax 034 983 2945

[email protected]

Reg No 2004 / 019299 / 07

ECA CONSULTING


KING

CETSHWAYO

DISTRICT

MUNICIPALITY

80

0 M

in

.

75

0-2

50

0m

m (V

arie

s)

30

0V

arie

s

250

1500

1.5m×1.5m×300mm Deep

25MPa concrete base.

120 PFC Channel

welded to IPE 100

column.

Galv. IPE 100

Column cast in to

concrete column.

350mm Ø Everite FC

building column (Product

no. 758-001) filled with

25 MPa R/C Concrete.

10mm round bar

welded to pipe

bracket.

500mm Ø

Razor wire.

Pipe bracket

as per detail.

30

79

30

35

120 PFC Channel welded

to 100 IPE I-Section.

Min. 5mm thick

Conveyor belt

pad on channel.

5mm×55mm wide rubber

strip, to inside of FMS

bracket to protect galv. pipe.

5mm Thick × 50mm

Wide FMS pipe

bracket.

M12 connection

bolt.

12

0

R

3

5

250

5555

10mm round bar

welded to pipe

bracket.

500mm Ø

Razor wire.

01

03

02


C034 Y16 STARTER BARS

C041 R10 STIRRUPS

02 02 02 02 0202 02

0202 02 02 02 0202 02

01

0

4

C018 Y16 200 B1&T2

C028 Y16 200 B2&T1

REINFORCING BENDING SCHEDULE

Member Type

and

size

Bar

mark

No.

mbrs

of

each

in

bars

No. of

no.

Total Length

of each

bar

mm

Shape

code

A

mm

B

mm

C

mm

mm

D

mm

E/R

Project

Schedule No

R6 R8 R10 Y10 Y12 Y16 Y25 Y32Y20

A01 Y16 4 20 5500 205

A02 Y10 25 25 1750 60 400 4001

B01 Y16 16 144 3150 38 650 18909

B02 Y16 22 198 2600 38 650 13709

B03 Y12 6 54 2150 37 16009

B04 Y16 6 54 1250 37 2509

B05 Y16 8 72 950 38 190 6409

B06 Y16 8 72 900 38 160 5909

B07 Y16 8 72 400 38 150 1709

B08 R10 120 120 1150 60 200 3001

C01 Y16 16 80 1750 38 1400 2005

C02 Y16 16 80 1750 38 1400 2005

C03 Y16 4 20 1600 37 10005

C04 R10 1 5 10700 86 250 210 28705

27 103 2557118

50

25

25

189

30 129 30

M12

connection

bolt.

TYPE C COLUMN

DETAIL

Scale 1:10

TYPE C BRACKET

DETAIL

Scale 1:2

TYPE C COLUMN

REINFORCING DETAIL

Scale 1:10

TYPE C COLUMN BASE

REINFORCING DETAIL

Scale 1:10

TYPE C BRACKET

PLAN

Scale 1:2


Name:

Signature: Date:


Project:


Scale/s: AS SHOWN

Drawing Number:

Name:

Signature: Date:

Feb 2016

010-006 / 05 / 09 / 03


Project Funder:

mig

Municipal

Infrastructure

Grant

Designation:


AMENDMENTS

Revision Date

Description

Rev.:

Approved by Client:


Pr Tech Eng.

201070143

DONGA CROSSING

TYPE C DETAILS,

REINFORCING DETAILS

& BENDING SCHEDULE

KWAHLOKOHLOKO -

SUB SUPPLY AREA 5

PHASE 3 BULK

P O Box 2083

Vryheid, 3100

161 High Street

Tel 034 983 2825

Fax 034 983 2945

[email protected]

Reg No 2004 / 019299 / 07

ECA CONSULTING


KING

CETSHWAYO

DISTRICT

MUNICIPALITY

Documents

2 325 1 750 PURPOSES ONLYFOR TENDER - … set 06 of 06... · 93% Mod AASHTO density. Maximum particle size = 25mm Backfill Material: Selected from excavated material compacted in