Scale 1:50 PURPOSES ONLYFOR TENDER TANK … set 03 of 06... · REINFORCING BENDING SCHEDULE Member Type and size Bar mark No. mbrs of each in bars No. of no. TotalLength of each bar

75mmØ

HDPE

Retic

outlet.

Overflow

Inlet / Outlet / Scour Chamber

SIEVE

MEINECKE

SIEVEMEINECKE

Tie

Tie

400

400

2 900

2 500

2 500

2 200

200

150

200

150

2 100

200

1 800

150

150

200

10B

10C

10B

10C

10D 10D

Tie

Tie Tie

Tie Tie Tie

10-01

10-02

10-0310-04

10-04

10-04

10-05

10-05

10-05

10-06

10-06

10-07 10-07

10-08

10-08

10-09

10-10

10-10

10-10

10-24

10-10

10-10

10-10

10-23

10-11

10-11

10-11

10-11

10-18

10-18

10-25

10-19 10-20

10-11

10-24

75mmØ HDPE

Outlet to Pump

station.

110mmØ

HDPE inlet.

75mmØ

HDPE

Scour pipe.

Outlet

Scour

90Ø HDPE

90Ø HDPE

90Ø HDPE

Inlet

10-23

10-11

500

500

Tie

Tie

Tie

Tie

2 000 1 500 2 000

2 000

2 000

3 500

3 500

500

500

1 500

750

750

750 750

50

08

00

1 300

NGL

20

0

50

125

(P

ro

je

ctio

n)

Pocket

200 m

m

75

725 mm long, 24mm Ø Gr. 43 round bar

12

80x80x15 mm Plate

Washer welded to round

bar ( E70XX Weld).

If pockets are not used,

bolts should be positioned

by means of a template

(linked to each base).

M24 HD Bolts.

Use fluid Portland

cement mortar 1:2

Cement Sand Grout.

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

mmmm

D

mm

E/R

Project

Schedule No

R6 R8 R10 Y10 Y12 Y16 Y25 Y32Y20

01 Y16 26 104 2650 38 400 19004

02 Y16 26 104 2650 38 400 19004

03 Y16 8 32 1800 37 12004

04 Y12 4 16 1700 60 400 4004

24 961

125kl Elevated tank

KWAHLOKOHLOKO

0213 Y16 150 T1&B2

0113 Y16 150 T2&B1

NGL

038 Y16 NF2 & FF1

044 Y12 Stirrups @ 250

PLAN

Scale 1:25

RESERVOIR R5-10:

125kl ELEVATED TANK

PLANS & REINFORCING

DETAILS

Approved by Consultant:

Name:

Signature: Date:

Drawing description:

Project:

Drawn: Date:G.D Bezuidenhout

Scale/s: AS SHOWN

Drawing Number:

Name:

Signature: Date:

Feb 2016

010-006 / 05 / 03 / 02

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

NOTES:

Do not scale off the drawing.

If not sure -ask!

CONCRETE GRADE:

Concrete 28 day compressive strength to be as per list below.

· Blinding 15MPa / 13mm

Valve chamber

· Base 35MPa / 19mm

· Wall 35MPa / 19mm

· Suspended slab 35MPa / 19mm

Main Structure



· Floor slab 35MPa / 19mm

General

· Thrust blocks 15MPa / 19mm

· Scour pipe incased 35MPa / 19mm

· Mass concrete 15MPa / 19mm

CONCRETE FINISHES:

Valve chamber

· Base top U3

· Base sides F2

· Wall both sides F2

· Wall top U3

· Roof slab soffit F2

· Roof slab top U2

Main Structure

· Base top U3

· Base sides F2

· Wall both sides F2 (Only Steel f/work)

· Wall top U3

· Floor slab top U4

General

· Thrust blocks sides Insitu

· Thrust blocks top U1

· Incased pipe sides Insitu

· Incased pipe top U1

CONCRETE COVER

· Bases / Found cast insitu: 50mm

· Bases against formwork: 40mm

· Walls (Water Ret. Struct): 40mm

· Roof Slabs (All Struct): 30mm

· Building - Ring Beams: 30mm

· Max. deviation : (+ / -) 5mm

· Cover blocks of 60 x 60mm must be made equal to the specific structural element, which must be properly compacted and cured.

GENERAL NOTES

· Provide synthetic fibres to all concrete for water retaining structures and as specified in the Bill of Quantities.

· Concrete to water retaining structures must have a cement / water ratio greater or equal to 2.0.

· Concrete must be cured for a min. period of 7 days.

· All concrete must be properly vibrated during placing.

· All inspections to be completed and written approval granted by Engineer or his representative before concrete may be cast.

· All exposed concrete edges to be chamfered 20mm x 20mm. Except if specified differently.

· PVC Water stops etc. to be maintained in position during each cast by means of galvanised wires etc.

· Wall consecutive lifts: Remove all loose concrete with electric breaker to expose solid concrete & clean before next lift is cast.

· Imported fill below main structure to be min. Grade G5/G6 or as approved by engineer.

· All steelwork must be thoroughly cleaned and hot dipped galvanised as per specification to SABS 763.

FOUNDATION PLAN

Scale 1:50

TYPICAL DETAILS OF

HOLD DOWN BOLTS

Scale 1:10

TYPICAL STUB

FOUNDATION DETAILS

Scale 1:50

STUB FOUNDATION

REINFORCING PLAN

Scale 1:50

TYPICAL STUB FOUNDATION

SECTION REINFORCING DETAILS

Scale 1:50

KWAHLOKOHLOKO -

SUB SUPPLY AREA 5

PHASE 3 BULK

-

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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

5 000

4 700

Detail 10F

Detail 10 B/C/D

10-12

10-13

10-11

10-14

10-15

10-16

10-17

10-12

2 500

2 500

3 600

6 000

1m High

stanchions.

Ladder.

125kl Water tank.

Detail 10E

10-31 10-31

NOTES

*All concrete must be 35MPa/19mm.

STEEL NOTES

*All steel fittings must be hot dipped galvanized.

*All stainless steel must be Grade 304.

*All buried galvanized steel must be Denso wrapped.

NGL

NGL

50mm HDPE to Daylight

with minimum 1 in 50 slope

25mm Slope

10-30

10-28

10-29

10-10

10-18

10-04

10-05

10-24

Manhole

Galv. T-Air vent

50mm

Drainage

hole.

Provide Mesh ref. 395 to

all concrete area.

Provide Y10 bars as

starter bars to floor &

links to all corners.

90Ø HDPE pipe.

10-25 10-11

10-22

10-21

NGL

NGL

10-01



25mm Slope

110Ø HDPE

Inlet.

10-02

10-07

10-08

10-0710-09

10-10

10-04

10-0310-05

10-30

10-28

10-29

Manhole

Galv. T-Air vent

50mm

Drainage

hole.


all concrete area.

Provide Y10 bars as



90Ø HDPE pipe.

10-06

NGL

NGL

Manhole

Galv. T-Air vent



25mm Slope

10-30

10-28

10-29

10-10

10-18

10-04

10-05

10-06

10-19

10-08

10-20

10-22

10-11

50mm

Drainage

hole.


all concrete area.

Provide Y10 bars as



90Ø HDPE pipe.

10-21

3 600

6 000

1m High stanchions.

125kl Water tank.

Ladder.

Detail 10G

4 700

5 000

2 500

2 500

1) Outlet to pump station.

2) Scour outlet.

3) Inlet pipe.

4) Outlet to reticulation.

10-10

10-11

10-1210-12

10-10

10-11

10-12

10-13

10-11

10-14

10-15

10-16

10-17

10-12

10-31 10-31

10-12 10-12 10-12 10-12

10-13

10-31

80-100mm Jet

Disperser as detail.

10-23

10-27

25MPa concrete

with mesh ref. 395.

500

750

500

150

150

376

10-27

10-23

1

5

0

1

5

0

1

5

0

5

6

2

1

5

0

624

749

7

7

4

5

8

8

500

376

54

7

547

397

39

7

318

318

106

106

416

354

5

0

0

10

0

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.

RESERVOIR R5-10:

125kl ELEVATED TANK

SECTION, ELEVATION,

CHAMBER SECTIONS &

DETAILS


Name:

Signature: Date:


Project:


Scale/s: AS SHOWN

Drawing Number:

Name:

Signature: Date:

Feb 2016

010-006 / 05 / 03 / 03


Project Funder:

mig

Municipal

Infrastructure

Grant

Designation:


AMENDMENTS

Revision Date

Description

Rev.:

Approved by Client:


Pr Tech Eng.

201070143

INLET & TANK STAND

SECTION 10B - 10B

Scale 1:100

KWAHLOKOHLOKO -

SUB SUPPLY AREA 5

PHASE 3 BULK

INLET

SECTION 10C-10C

Scale 1:20

OUTLET TO RETICULATION

SECTION 10D-10D

Scale 1:20

SCOUR SECTION 10B - 10B

Scale 1:20

FRONT ELEVATION

Scale 1:100

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DETAIL 10E

Scale 1:20

DETAIL 10F

Scale 1:25

DETAIL 10G

Scale 1:25

SCOUR DISPERSER HEADWALL

PLAN

Scale 1:10


TYPICAL SECTION

Scale 1:20


DETAIL

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

MUNICIPALITY

JET DISPENSER DETAIL

Scale 1:5

Item

No.

Dia(mm)

ND

Description Drawing

No

Off.

10-01 01 110Ø

110mmØ×4" HDPE

flange adaptor T16.

100mmØ Straight

pipe with puddle

flange, T16

flanged.

10-02 100Ø01

10-03 01

100Ø

-

80Ø

100-80mmØ

Reducer,

T16 flanges.

110

10-04 03 80Ø

80mmØ RS Gate

Valve to SANS 664,

T16 flanged, epoxy

coated body & Cap

top.

10-05 03 80Ø

80mmØ dismantling

joint, T16 flanged.

10-06 02 80Ø

WP-Dynamic,

80mmØ, L=225mm

"SENSUS" Water

Strainer with

T16 flanges or

similar approved.

250

80mmØ

Straight pipe,

T16 flanged.

10-07 80Ø02

10-08 02 80Ø

WP-Dynamic,

80mmØ, L=225mm

Pulse "SENSUS"

Water Meter with

T16 flanges or

similar approved.

10-10 80Ø06

550

90mmØ×3" HDPE

flange adapter T16.

80mmØ Straight

pipe with puddle

flange, T16

flanged.

10-09 80Ø01

860

300

225

300

10-11 07 80Ø

80mmØ 90°

bend, T16

flanged.

10-12 08 80Ø

3270

80Ø Straight pipe,

T16 flanged.

10-13 01 80Ø

3430

80mmØ Straight

pipe, T16 flanged.

10-14 80Ø

200

80mmØ Straight

pipe, T16 flanged.

15

3

167

80mmØ 90°

bend with

T16 flange to

one end.

10-15 80Ø01

10-16 01 50Ø

BALEM valve with

flow induction tube.

Or similar approved.

411-065-4F Balem valve.

95

7

80mm Ø Socket with 80-50mm

Ø threaded reducing bush

01

229

250

225

165

16

5

Installed by tank

manufacturer.

Detail drawing to

engineers layout plan.

80mmØ Pipe

bracket, 80×80×6mm

Equal Angle with

220×80×5mm base

plate bolted with

M12.

10-31 80Ø05

+/- 430mm MOS

22

0

200

80mmØ Straight

pipe, T16

flanged one end.

10-17 80Ø

80mmØ Straight

pipe with puddle

flange, T16

flanged.

10-18 80Ø02

600

300

10-19 01 80Ø

600

80mmØ Straight

pipe, T16 flanged.

80mmØ Straight

pipe, with 1

1

4

"

steam socket with

puddle flange,T16

flanged.

10-20 80Ø01

820

300300

MFP-L NW32 M20-F

M20 Rod

MFP-GP 20

MO

S

10-21 32Ø02

32mmØ HILTI

Light fixed

point pipe ring.

150-500mm long

Measure On Site.

880

32mm Variant air

valve, model:

032LW16 with

1

1

4

'' turn ball cock

valve and 880mm

long male treaded

extension pipe or

similar approved.

10-22 1

1

4

"02

30

0

50mmØ Straight

pipe with 90° bend,

1×T16 flange.

10-28 50Ø01

700

10-29 01 50Ø

50mmØ × 2" HDPE

flange adapter T16.

700

15

0

50

5

350

Ø

8

0

Insect Screen

38 Holes×4mmØ

in 3mm cover plate

welded to ends

8

75

10-30 01 80Ø

80mmØ Air vent.

with puddle flange.

10-23 80Ø04

75mmØ × 3" HDPE

flange adapter T16.

10-24 01 80Ø

1 270

80mmØ Straight

pipe, T16 flanged.

80mmØ Straight,

1×T16 flanged,

with 45° bend &

1×80-100mm Jet

Disperser.

10-27

80Ø

-

100Ø

01

450

30

4

5

°

260

3

0

0

Installed by tank

manufacturer.

Detail drawing to

engineers layout plan.

04

80mmØ Straight

pipe, with 1

1

4

"

steam socket with

puddle flange,T16

flanged.

10-25 80Ø01

600

30080

10-26 80Ø04

75mmØ HDPE

Tee, T16.

Item

No.

Dia(mm)

ND

Description Drawing

No

Off.

10K

650m

m "V

AS

TR

AP

" C

OV

ER

/LID

1 250mm "VASTRAP" COVER / LID

100

600m

m IP

E aa 140

1 200mm IPEaa 140

100424 424

10K

10J

10J

170

10

0

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

15

0

70 70

400

260

10x60 Flat Metal

Sheet bracket.

M12 Rawl bolt.

10

03

00

30

03

00

10

0

1 1

00

60

0

M12 Rawl bolt.

10x60 F

lat M

etal S

heet.

M12 Rawl bolt.

Y20 Bar

10x60 FMS

10x60 FMS

Y20 Bar

10H10H

RESERVOIR R5-10:

125kl ELEVATED TANK PIPE

SCHEDULE


Name:

Signature: Date:


Project:


Scale/s: AS SHOWN

Drawing Number:

Name:

Signature: Date:

Feb 2016

010-006 / 05 / 03 / 04


Project Funder:

mig

Municipal

Infrastructure

Grant

Designation:


AMENDMENTS

Revision Date

Description

Rev.:

Approved by Client:


Pr Tech Eng.

201070143

KWAHLOKOHLOKO -

SUB SUPPLY AREA 5

PHASE 3 BULK

By

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ACCESS MANHOLE PLAN

Scale 1:10

SECTION 10J-10J

Scale 1:5

SECTION 10K-10K

Scale 1:5

SECTION

10H-10H

Scale 1:20

GALVANISED CHAMBER

ACCESS LADDER DETAIL

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

MUNICIPALITY

600 1 400

60x60mm equal angle frame.

750

1 000 200

160mm Ø PVC Scour pipe

166

50

Holes drilled in

cap plate

450

600

Scour

Overflow

300

17

5

300

4 020

17

5

1 050

500

NGL.

Level indicator.

200

200

1 240

1 240

1 240

EE

FF

150

5 000

40

0

400

Stainless

steel eye bolt/

Rawl bolt.

Tensioner.

Stainless steel

float (see detail).

Grouting under

base plate.

300mm Long 32mm Ø ID

Stainless steel sleeve.

745


Stainless steel pipe.

Painted black enamel.

Nile blue enamel.


150mm ID Steel

pole 5m long.

250Ømm Pipe with

red reflector tape.

Stainless steel eye bolt.

Tensioner.

Nile blue enamel.

8mm Steel plate.

Welded to pole.

180Ø Sleve.

1 112

Stainless

steel eye bolt/

Rawl bolt.

Tensioner.

Tensioner.

1 000

150

150

11-20

11-16

Provide Mesh ref. 395 to all

concrete areas. Provide Y10

bars as starter bars to floor

and links to all corners.

650

100

11-21

11-23

11-24

11-25

200

4 710

11-25

90Ø HDPE

pipe

395

500

11-15

11-01

11-22 11-22

Flexible waterproofing seal: Flextape

(thermoplastic elastomer) 200mm

wide, 2mm thick; or similar approved.

Outlet pipe.

2 600

250

RS 40 RECTAGRID (25x4.5mm) or similar

approved with surrounding flat bar frame,

positioned on 60x60mm equal angle frame.

100x100x5mm plate with a 60x8mm slot

cut into it welded to angle for locking bar.

1 500




15MPa/19mm stone

40mm concrete blinding.

15MPa/19mm stone

mass concrete.

15MPa/19mm stone


15MPa/19mm stone


15MPa/19mm stone


15MPa/19mm stone

mass concrete.

NGL

35MPa/19mm stone,

150mm thick concrete

floor, Mesh Ref. 395.

35MPa/19mm stone 200mm

thick Reinforced concrete

walls as per details.

2 Layers of malthoid

dampcource between

slab and wall.

1 200

300x300 Reinforced

concrete column.

35MPa/19mm stone reinforced

concrete roof slab as per detail.

Fall slope Fall slope

225

1500

Scour

Outlet pipe

Reservoir

floor

A

c

c

e

s

s

m

a

n

h

o

le

10

00

1000

2700

3100

28

00

24

00

90Ø HDPE pipe.

15

00

1050

19

00

SIEVEMEINECKE

1

7

0

0

Overflow

300x300

Concrete

column.

15MPa/19mm

stone mass

concrete.

R

3

1

7

5

I

n

s

i

d

e

b

a

s

e

R

3

6

2

5

I

n

n

e

r

w

a

l

l

R

3

8

2

5

O

u

t

e

r

w

a

l

l

R

4

1

2

5

O

u

ts

id

e

b

a

s

e

1

2

5

0

15°

35MPa/19mm stone


wall, with Mesh ref. 395.

Foundation edge.

15MPa/19mm

stone mass

concrete.

Inlet / outlet chamber

SIEVEMEINECKE

SIEVE MEINECKE

Outlet pipe

Inlet pipe

90Ø HDPE pipe.

90Ø HDPE pipe.

Ø

4

0

0

32Ø S/S Female

threaded socket.

400

250

2mm Thick Stainless

steel float.

32mm S/S Sleeve welded

to center of float.

32Ø S/S Female

threaded socket.

2mm Thick Stainless

steel float.

10

6

106

22mm Ø Hole.

950

660

145

950

660 145

145

145

12mm Base plate.

12mm Stiffener at 45°.

20mm Ø ID Stainless

steel pipe.

RESERVOIR PLAN

Scale 1:50

TYPICAL SECTION

Scale 1:20

LEVEL INDICATOR BASE

PLATE DETAIL

Scale 1:20

RESERVOIR R5-11:

150kl RESERVOIR -

PLANS, SECTIONS & 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 / 04 / 02


Project Funder:

mig

Municipal

Infrastructure

Grant

Designation:


AMENDMENTS

Revision Date

Description

Rev.:

Approved by Client:


Pr Tech Eng.

201070143

STAINLESS STEEL

FLOAT DETAIL

Scale 1:10

NOTES:


If not sure -ask!

CONCRETE GRADE:



Valve chamber




Main Structure




General




CONCRETE FINISHES:

Valve chamber

· Base top U3

· Base sides F2


· Wall top U3


· Roof slab top U2

Main Structure

· Base top U3

· Base sides F2


· Wall top U3


General





CONCRETE COVER








GENERAL NOTES











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

2 700

150 150

2 400

2 100

150

150

Tie TieTie

TieTieTie

11B 11B

2 400

75

75

90Ø HDPE

200200

200

200

SIEVEMEINECKE

3 100

2 800

11-01

11-01

11-02

11-03

11-04

11-05

11-06

11-09

11-16

11-17

11C 11C

Tie

500

500

550

550

Tie

Tie

Tie

Tie

SIEVEMEINECKE

11-01

11-01

11-03

11-04

11-05

11-06

11-09

11-16

11-17

11-02

SIEVE MEINECKE

11-01

90Ø HDPE

11-01

11-02

11-03

11-04

11-05

11-06

11-07

11-08

11-02

90Ø HDPE

90Ø HDPE

90Ø

HDPE

90Ø

HDPE

Manhole

Galv. T-Air vent

11-25

300 500

Sump

50mm HDPE to daylight

with minimum 1:50 slope

35MPa/19mm stone


wall, Mesh ref. 395.

32mmØ uPVC

conduit pipe with

long radius bends.

15

05

00

1 800

15

0

3 100

200

200

2 700

11-27

11-26

32mmØ Drainage

holes, 100mm

above NGL.

90Ø HDPE

30

0

150

11-01

11-03

11-04

11-08

NGL

NGL

200

150

10

0

15MPa/19mm stone


25mm Slope

11-02

11-05

11-02

11-07

11-06

11-01

90Ø HDPE

1 050 500

500

200

650

11-11

100

11-12

11-14

11-08

11-22

11-01

11-10

Pipe support bracket

as per detail.

11-13

11-13

15MPa/19mm stone


15MPa/19mm stone


Inlet pipe.

35MPa/19mm stone,






32mmØ uPVC

conduit pipe with

long radius bends.

NGL

90Ø HDPE

Scour

Ove

rflo

w

RS 40 RECTAGRID

(25x4.5mm) or similar

approved with surrounding

flat bar frame, positioned on


Locking bar.


200 200

10 10

1 180

1 600

10

10

300

200

980

1 500

100

300

300

1 400

Y20 Bar

10x60 FMS

10

x6

0 F

la

t M

eta

l S

he

et.

900

100

10x60 FMS

Y20 Bar

M12 Rawl bolt.

M12 Rawl bolt.

11D11D

150

70 70

400

260

10x60 Flat Metal

Sheet bracket.

M12 Rawl bolt.

300

300

First Lift

Second Lift

200

Construction

joint between

lifts.

Flexible waterproofing

seal: Flextape

(thermoplastic elastomer)

200mm wide, 2mm thick;

or similar approved.

11-01

11-17

11-02

11-18

11-05

11-06

NGL

NGL

Manhole

Galv. T-Air vent

11-25

Sump



15MPa/19mm stone


25mm Slope

3 100

2002 700

150

200

150

300 500200

30

0

10

0

15

05

00

1 800

15

0

11-27

11-26

11-09

11-03

11-04

11-16

11-19

90Ø HDPE

80

125

48

29

48

20

29

31

60x60x5mm

Equal Angle

125

74

6

10

46

Ø15

18

Rectagrid

6mm Thick

Plate welded to

Equal Angle.

25x25mm

Square Bar.

60x60x5mm

Equal Angle.

6mm Thick Plate

welded to Equal Angle.

25x25mm

Square Bar.

10

15

1265

125

25mm Square bar.

RESERVOIR R5-11:

150KL RESERVOIR -

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 / 04 / 03


Project Funder:

mig

Municipal

Infrastructure

Grant

Designation:


AMENDMENTS

Revision Date

Description

Rev.:

Approved by Client:


Pr Tech Eng.

201070143

NOTE

1. Refer to concrete notes on

plan no. (010-011 / 05 / 04 / 02).

SCOUR CHAMBER PLAN

Scale 1:20

INLET PIPE DETAIL

Scale 1:20

INLET / OUTLET

CHAMBER PLAN

Scale 1:20

SECTION 11C - 11C

Scale 1:20

CHAMBER GALVANISED


Scale 1:20

WALL CONSTRUCTION

JOINT

Scale 1:5

SECTION 11B - 11B

Scale 1:20

SECTION 11D-11D

Scale 1 : 20

LOCKING BAR

LOCK PROTECTION DETAIL

Scale 1:5

LOCKING BAR DETAIL

Scale 1:10

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

50

50

80

60

Ø

1

2

10

0

27

50

27

15

overhang

180

15

overhang

1 250

11F

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

11F

11E

11E

150

30

03

00

30

03

00

30

03

00

30

0

3 950

80

08

00

80

0

30

03

00

800

30

0

300

80

0

30

03

00

30

01

00

15

01

50

15MPa/19mm stone


15MPa/19mm

stone 40mm

concrete blinding.

35MPa/19mm stone,



Flexible waterproofing seal:

Flextape (thermoplastic

elastomer) 200mm wide, 2mm

thick; or similar approved.

10x60 Stainless steel

bracket bent as shown

and welded to ladder.

20mmØ Stainless

steel bar.

10x60 Stainless

steel.

25

0

10 x 60 S

tainless steel

10 x 60 S

tainless steel

70 70

400

260

27

0

10 x 60

Stainless

steel bracket.

M12 Rawl bolt

(Stainless steel).

M12 Rawl bolt

(Stainless steel).

M12 Rawl bolt

(Stainless steel).

M12 Rawl bolt

(Stainless steel).

M12 Rawl bolt

(Stainless steel).

M12 Rawl bolt

(Stainless steel).




20mmØ Bar.

20mmØ Bar.

20mmØ Bar.

20mmØ Bar.

20mmØ Bar.

250600492

Access manhole

(see detail).

25

0

61

06

10

60

06

00

350

1 115

10

0

60 x 10m

m F

MS

60 x 10m

m F

MS

50 x 8m

m F

MS

50 x 8m

m F

MS

50 x 8m

m F

MS

50 x 8m

m F

MS

11G

11G

11H

10

0

765

T.O. RING BEAM

89

41

38

20Ø steel bar.

11H

4 900

510

30

03

00

30

0

80 80

490

41

0

765 8080

50 x 8mm Flat Metal Sheet.










30

03

00


60

0

11J

11J

M12 Rawl

bolt.

10x60 Stainless

steel.

Item

No.

Dia(mm)

ND

Description Drawing

No

Off.

11-01 09 90Ø

90mm×3" HDPE

flange adaptor.

80mmØ Straight

with puddle

flange & 2×T16

flanges.

11-02 80Ø04

250

500

11-03 03 80Ø

80mmØ VJ

Dismantling Joint,

T16 flanges.

11-04 03 80Ø

WP-Dynamic,

80mmØ, L=225mm

"SENSUS" Water

Strainer with

T16 flanges or

similar approved.

225

80mmØ Straight,

T16 flanged pipe.

11-05 80Ø03

800

11-06 03 80Ø

WP-Dynamic,

80mmØ, L=225mm

Pulse "SENSUS"

Water Meter with

T16 flanges or

similar approved.

225

80mmØ Straight,

T16 flanged pipe.

11-07 80Ø01

250

11-08 01 80Ø

80mmØ 'Bermad,

Model No.

WW-3"-753-66-EN-

Y-C-16-EB-NN-V-M'

Level control valve

with modulating

horizontal float,

T16 flanged.

Modulating horizontal float

not to scales.

167

16

7

11-09 02 80Ø

80mmØ 90° bend,

T16 flanged.

3560

80mmØ Straight,

T16 flanged.

11-12 80Ø01

11-11 01 80Ø

80mmØ Insulating

Gasket.

ELECTRIC / CATHODIC FLANGE INSULATION SET

(As manufactured and supplied by Natal Gaskets (Pty) Ltd

or similar approved)

Mild Steel

Pipe

Stainless

Steel Pipe

Insulating Gasket

One Piece Insulating

Sleeve & Washer

Steel Washer

Bolt Stud

Nut

Nut

Steel Washer

1 100

51

0

11-10 80Ø01

80mmØ Inlet pipe

with 90° bend

2×T16 flanges &

1×puddle flange.

G

r

a

d

e

3

0

4

S

T

A

I

N

L

E

S

S

S

T

E

E

L

25

0

250

80mmØ Inlet with

2×90° bends,

straight pipe,

50mmØ breather

pipe & T16 flange.

11-14 80Ø01

300

30

0

16

7

11-15 80Ø02

80mmØ Outlet pipe,

with 90° bend,

puddle flange & T16

flange.

51

0

1 400

25

0

G

r

a

d

e

3

0

4

S

T

A

I

N

L

E

S

S

S

T

E

E

L

11-16 03 80Ø

80mmØ Vosa RS

Valve to SANS 664,

T16 flanged, epoxy

coated body & Cap

top.

229

11-17 80Ø02

80mmØ Straight

T16 flanged pipe

with 1

1

4

" steam

socket.

900

350330

11-18 02

32mm Variant air

valve, model:

032LW25 with

1

1

4

" turn ball cock

valve and 900mm

long male threaded

extension pipe or

similar approved.

1

1

4

"

900

MO

S

11-19 32Ø02

32mmØ HILTI Light

fixed point pipe ring.

100 - 500mm long

Measure On Site.

11-20 80 Ø01

80mmØ Scour

outlet pipe, with 90

deg bend, puddle

flange & T16 flange.

31

0

1 500

G

r

a

d

e

3

0

4

S

T

A

I

N

L

E

S

S

S

T

E

E

L

15

0

21

0

150mmØ 90 deg

bend with T16

flange to one end.

11-21 150Ø01

150mmØ Straight

with puddle flange

& 2×T16 flanges.

11-23 150Ø01

400

200

Holes drilled in

cap plate

11-24 01

150mmØ 90 deg

bend with 5mm

thick plate & T16

flange to one end.

150Ø

21

0

230

230

G

r

a

d

e

3

0

4

S

T

A

I

N

L

E

S

S

S

T

E

E

L

700

15

0

50

5

350

Ø

8

0

8

11-25 03 80Ø

80mmØ Air vent.

with puddle flange.

75

17

5

36

5

M12Ø HILTI HSA stud anchor

bolt (or similar approved).

120mm wide x 5mm Thick galvanised

plate bracket bolted to reservoir wall.

16Ø Galvanised

threaded bar.

100mm wide x 5mm

Thick galvanised plate

clamp, padded with

2.5mm thick rubber

lining bolted to 80Ø pipe.

105

75

Varies

75

11-13 02 80Ø

80mmØ Pipe

bracket.

29

1

11-2202 150Ø

150mmØ Insulating

Gasket.




11-27 01 50Ø

50mmØ HDPE T16

flange adapter.

30

0

50Ø

50mmØ Straight

with 90° bend,

1×T16 flange.

0111-26

700

Mild Steel

Pipe

Stainless

Steel Pipe

Insulating Gasket


Sleeve & Washer

Steel Washer

Bolt Stud

Nut

Nut

Steel Washer

MFP-GP 20

M20 Rod

MFP-L NW32 M20-F

Insect Screen

38 Holes x 4mm Ø in 3mm

cover plate welded to ends

Item

No.

Dia(mm)

ND

Description Drawing

No

Off.

170

10

0

10 Opening.

27

15 overhang.







50x6mm FMS bar

to take padlock.



anchor in concrete.


380

330

80 80

490

230

410

765 8080

M12 Rawl bolt.

490

38

03

30

80 80

M12 Rawl bolt.

RESERVOIR INTERNAL & EXTERNAL

ACCESS LADDER DETAILS

Scale 1:20

ACCESS MANHOLE

SECTION 11F - 11F

Scale 1:5

ACCESS MANHOLE PLAN

Scale 1:10

ACCESS MANHOLE

SECTION 11E - 11E

Scale 1:5

* ALL STEEL FITTINGS TO BE HOT DIPPED GALVANISED.

* ALL FLANGES TO BE TABLE 16.

* ALL BOLTS TO BE GALVANISED BOLTS.

RESERVOIR R5-11:

150KL RESERVOIR -

LADDERS AND ACCESS

MANHOLE DETAILS AND

PIPE SCHEDULE


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 / 04 / 04


Project Funder:

mig

Municipal

Infrastructure

Grant

Designation:


AMENDMENTS

Revision Date

Description

Rev.:

Approved by Client:


Pr Tech Eng.

201070143

SECTION 11J - 11J

Scale 1:20

SECTION 11G - 11G

Scale 1:20

SECTION

11H - 11H

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

F

580

300

1 000

50

Scour

Overflow

100

2 100

150

200

600

250

350

580

250

1 000 400

480

Inlet pipe


1 000 200

350

250

680

560

2 040

F

100

2 750

250

250

EE

100

Tensioner

658

658

12-04

12-10

12-10

12-12

12-13

12-15

12-16

12-17

12-22

12-23

12-25

12-26

12-27

840




15MPa/19mm stone


15MPa/19mm stone

mass concrete.

1 080

NGL.

Provide Mesh ref. 395 to all

concrete areas. Provide Y10

bars as starter bars to floor

and links to all corners.




100x100x5mm plate with a 60x8mm slot

cut into it welded to angle for locking bar.

160mm Ø PVC

Scour pipe

NGL

200




35MPa/19mm stone 200mm

thick Reinforced concrete

walls as per details.

2 Layers of malthoid

dampcource between

slab and wall.

200

15MPa/19mm stone


15MPa/19mm stone


15MPa/19mm stone

mass concrete.

35MPa/19mm stone,



35MPa/19mm stone reinforced

concrete roof slab as per detail.

Stainless steel

float (see detail).

Grouting under

base plate.


Stainless steel sleeve.

Stainless steel eye bolt.

Tensioner.

Nile blue enamel.

8mm Steel plate.

180Ø Sleve.

150Ømm Pipe with

red reflector tape.

Welded to pole.

100mm ID Steel

pole 2.75m long.

Nile blue enamel.



Stainless steel pipe.


658

471

Stainless steel eye

bolt/ Rawl bolt.

Tensioner.

Stainless

steel eye bolt/

Rawl bolt.

Tensioner.

Fall slope

Fall slope

12-03

100mm Ø

Pipe support bracket

as per detail.

12-11

12-11

12-24 12-24

12-14

12B

Inlet

Outlet pipes

MEINECKESIEVE

12B

2400

2800

Inlet / outlet chamber

Scour chamber

MEINECKE SIEVE

MEINECKE SIEVE

9

0

Ø

H

D

P

E

90Ø HDPE

1000

1000

90Ø HDPE

90Ø HDPE

2400

2800

90Ø HDPE

90Ø HDPE

35MPa/19mm stone


wall, with Mesh ref. 395.

Foundation edge.

R

2

5

0

0

I

n

s

i

d

e

B

a

s

e

R

3

0

0

0

I

n

t

e

r

n

a

l

w

a

l

l

R

3

2

0

0

E

x

t

e

r

n

a

l

w

a

l

l

R

3

4

5

0

O

u

t

s

id

e

b

a

s

e

950

825

15MPa/19mm

stone mass

concrete.

90Ø HDPE

605

420

92

92

605

42092 92

12mm Base plate.

20mm Ø Hole.

12mm Stiffener at 45°.

20mm Ø ID Stainless

steel pipe.

Ø

4

0

0

32Ø S/S Female

threaded socket.

2mm Thick Stainless

steel float.

32Ø S/S Female

threaded socket.

32mm S/S Sleeve welded

to center of float.

2mm Thick Stainless

steel float.

400

25

0

RESERVOIR PLAN

Scale 1 : 50

SECTION 12B - 12B

Scale 1 : 20


Name:

Signature: Date:


Project:


Scale/s: AS SHOWN

Drawing Number:

Name:

Signature: Date:

Feb 2016


Project Funder:

mig

Municipal

Infrastructure

Grant

Designation:


AMENDMENTS

Revision Date

Description

Rev.:

Approved by Client:

RESERVOIR R5-12:

50kl RESERVOIR - PLAN &

SECTIONS

010 - 006 / 05 / 05 / 02

LEVEL INDICATOR BASE

Scale 1 : 20

LEVEL INDICATOR

STAINLESS STEEL FLOAT

Scale 1 : 10

NOTES:


If not sure -ask!

CONCRETE GRADE:



Valve chamber




Main Structure




General




CONCRETE FINISHES:

Valve chamber

· Base top U3

· Base sides F2


· Wall top U3


· Roof slab top U2

Main Structure

· Base top U3

· Base sides F2


· Wall top U3


General





CONCRETE COVER








GENERAL NOTES











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


KWAHLOKOHLOKO -

SUB SUPPLY AREA 5

PHASE 3 BULK

KING

CETSHWAYO

DISTRICT

MUNICIPALITY

1 000

1 000

20

0

1 600

20

01 200

10

10

1 180

980 1010

1 000 200250

1 450




Locking bar.


MEINECKESIEVE

Tie

12D

90Ø HDPE

Tie

MEINECKE SIEVE

MEINECKE SIEVE

Tie Tie

Tie

Tie

Tie Tie Tie

Tie

Tie

Tie

90Ø HDPE

90Ø HDPE

90Ø HDPE

9

0

Ø

H

D

P

E

12-01

12C12C

12-02

12-04 12-04

12-04 12-04

12-04 12-04

12-03

12-03

12-03

12-05

12-05

12-05

12-06

12-06

12-06

12-07

12-07

12-07

12-08

12-08

12-08

12-09

12-01

12-01

12-0112-01

12-19

12-19

90Ø HDPE

2 100 150150

200 2002 400

2 800

525

525

525

525

150

2 100

150

200

2 400

200

2 800

12-01

12D

90Ø HDPE

90Ø HDPE

12-01

12-01

12-18

12-18

950

82

5

10 x 60 FMS

1 650

650

650

10

x6

0 F

la

t M

eta

l S

he

et.

12E12E

150

70 70

400

260

10x60 Flat Metal

Sheet bracket.

M12 Rawl bolt.

100

300

300

50

300

300

300

M12 Rawl bolt.

M12 Rawl bolt.

Y20 Bar

Y20 Bar

10 x 60 FMS

10 x 60 FMS

12-29

12-29

12-28

12-01

12-02

12-04 12-04

12-03

12-05

12-06

12-07

12-08

12-09



15MPa/19mm stone


25mm Slope

Sump

300 500

10

0

1 920

15

0

200

15

05

00

2 070

35MPa/19mm stone



32mmØ Drainage

holes, 100mm

above NGL.

NGL

NGL

Manhole

90Ø HDPE

Galv. T-Air vent

950

25

0

4001 000

48

0

10

0

58

0

12-18

12-01




15MPa/19mm stone


35MPa/19mm stone,



15MPa/19mm stone


NGL

90Ø

HDPE

12-04 12-04

12-03

12-05

12-06

12-07

12-08

12-0112-01

12-19

12-20

12-21

12-29

12-29

12-28

150

Manhole

1 920

150

200

2 070

500

NGL

NGL

300 500

100



15MPa/19mm stone


Sump

25mm Slope

90Ø HDPE

Galv. T-Air vent

32mmØ Drainage

holes, 100mm

above NGL.

35MPa/19mm stone



90Ø HDPE

First Lift

Second Lift

200

Construction

joint between

lifts.




80

125

48

29

48

20

29

31

60x60x5mm

Equal Angle

125

74

6

10

46

Ø15

18

Rectagrid

6mm Thick

Plate welded to

Equal Angle.

25x25mm

Square Bar.

60x60x5mm

Equal Angle.

6mm Thick Plate

welded to Equal Angle.

25x25mm

Square Bar.

10

15

1265

12

5

25mm Square bar.

SCOUR CHAMBER PLAN

Scale 1 : 20

INLET / OUTLET CHAMBER

PLAN

Scale 1 : 20


Name:

Signature: Date:


Project:


Scale/s: AS SHOWN

Drawing Number:

Name:

Signature: Date:

Feb 2016


Project Funder:

mig

Municipal

Infrastructure

Grant

Designation:


AMENDMENTS

Revision Date

Description

Rev.:

Approved by Client:

RESERVOIR R5-12:

INLET / OUTLET, SCOUR

CHAMBER & RES. TYPICAL

DETAILS

KWAHLOKOHLOKO -

SUB SUPPLY AREA 5

PHASE 3

010 - 006 / 05 / 05 / 03

OUTLET PIPES PLAN

Scale 1 : 20

GALVANISED CHAMBER


Scale 1 : 20

CHAMBER SECTION 12C - 12C

Scale 1 : 20

SECTION 12D - 12D

OUTLET DETAIL

Scale 1 : 20

CHAMBER SECTION 12D - 12D

Scale 1 : 20

NOTE


plan no. (010-006 / 05 / 05 / 02).

2. No concrete shall be

placed without the

engineers approval.

3. Reinforcement shall be

maintained in position by

means of approved spacers

during placing.

4. Concrete shall be properly

vibrated during placing.

5. Concrete shall be cured

by keeping it wet and covered

for 20 days.

SECTION 12E - 12E

Scale 1 : 20

WALL CONSTRUCTION

JOINT

Scale 1:5

LOCKING BAR

LOCK PROTECTION DETAIL

Scale 1:5

LOCKING BAR DETAIL

Scale 1:10

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

12K

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

12K

12J

12J

Item

No.

Dia(mm)

ND

Description

No

Off.

Drawing

12-01 09

90mm×3"

HDPE flange

adaptor T16.

90Ø

12-02 01

80mmØ Straight

pipe, with puddle

flangeT16 flanged.

80Ø

850

260

12-05 03

80mmØ Dismantling

joint, T16 flanged.

80Ø

12-06 03

WP-Dynamic,

80mmØ,

L=225mm

"SENSUS"

Strainer with

T16 flanges or

similar approved.

225

80Ø

225

12-07 03

WP-Dynamic,

80mmØ, L=225mm

Pulse "SENSUS"

Water Meter with

T16 flanges or

similar approved.

80Ø

12-08 03

80mmØ Straight

pipe, with puddle

flangeT16 flanged.

80Ø

600

230

12-10 02 80Ø

80mmØ 90° Bend,

T16 flanged.

167

16

7

G

R

A

D

E

3

0

4

S

T

A

I

N

L

E

S

S

S

T

E

E

L

600

970

45

0

12-12 01 80Ø

80mmØ Inlet with

90° Bend, T16

flanged with

puddle flange.

12-13 01 80Ø

80mmØ Straight

T16 flanged pipe.

1 575

12-15

12-16

12-17

80mm - 50mmØ

Reducer, T16

flanged.

95

50

-

80Ø

350

16

5

10

0

65

50mmØ Inlet with

180° bend,

1×T16 flanged

and 1×Threaded

end.

50Ø

411-065-4F Balem valve.

BALEM valve

with flow

induction tube.

Or similar

approved.

80

0

50Ø

01

01

01

1 000

550

39

0

G

R

A

D

E

3

0

4

S

T

A

I

N

L

E

S

S

S

T

E

E

L

12-18 02 80Ø

80mmØ Outlet

with 90° Bend,

T16 flanged with

puddle flange.

850

390

12-19 02 80Ø

80mmØ Straight

pipe, with puddle

flange T16 flanged

with 1

1

4

" steam

socket.

260

229

12-04 07

80mmØ Straight

pipe, with puddle

flangeT16

flanged.

80Ø

250

12-03 04

80mmØ RS Valve

with cap,T16

flanged or similar

approved.

80Ø

229

12-11 02 80Ø

80mmØ Insulating

Gasket.




Mild Steel

Pipe

Stainless

Steel Pipe

Insulating Gasket


Sleeve & Washer

Steel Washer

Bolt Stud

Nut

Nut

Steel Washer

17

5

36

5

M12Ø HILTI HSA stud anchor

bolt (or similar approved).

120mm wide x 5mm Thick galvanised

plate bracket bolted to reservoir wall.

16Ø Galvanised

threaded bar.

100mm wide x 5mm

Thick galvanised plate

clamp, padded with

2.5mm thick rubber

lining bolted to 80Ø pipe.

105

75

Varies

75

12-14 01 80Ø

80mmØ Pipe

bracket.

29

1

12-09 01 80Ø

80mmØ 45° Bend,

T16 flanged.

65

6

5

30

03

00

30

03

00

30

0

Y20 Bar

Y20 Bar

10x60 F

lat M

etal S

heet.

3 2

00

30

0

80

0

1 3

50

80

0

150800

25

0

250

10

0

15

0

15MPa/19mm stone


15MPa/19mm stone


35MPa/19mm stone,



Flexible waterproofing seal:

Flextape (thermoplastic

elastomer) 200mm wide, 2mm

thick; or similar approved.

20mmØ Stainless

steel bar.

10x60 Stainless

steel.




250600

Access manhole

(see detail).

20

0

70 70

400

260

27

0

10 x 60

Stainless

steel bracket.

M12 Rawl bolt

(Stainless steel).

30

03

00

30

05

0

1 9

50

30

03

00

10

03

00

80

08

00

10x60 S

tainless steel




M12 Rawl bolt

(Stainless steel).

M12 Rawl bolt

(Stainless steel).

M12 Rawl bolt

(Stainless steel).

20mmØ Bar.

20mmØ Bar.12H

12H

60

x 1

0m

m F

MS

350

1 2

10

350

60

x 1

0m

m F

MS

20mmØ Steel bar.

10x60 Flat

Metal Sheet.

10x60 Steel bracket

bent as shown and

welded to ladder.

400

23

0

41

0

675 8080

M12 Rawl bolt.

T.O. RING BEAM

10x60 Flat Metal Sheet



23

0

70 70

400

260

10x60 Flat Metal

Sheet bracket.

M12 Rawl bolt.

675

12F

12F

12G 12G

32mm Variant

model: 32LW25

with 1

1

4

" turn

isolating valve and

1180mm long male

threaded extension

pipe or similar

approved.

1,180

12-20 02 32Ø

250-500mm long

Measure On Site.

32mmØ HILTI

Light fixed point

pipe ring.

12-21 02 32Ø

G

R

A

D

E

3

0

4

S

T

A

I

N

L

E

S

S

S

T

E

E

L

1 100

150

12-22 01 80Ø

80mmØ Scour

pipe with 90°

bend, puddle

flange & 1×T16

flange.

12-23 01 100Ø

100mmØ 90°

bend with T16

flange to one

end.

160

146

12-25 01 100Ø

100mmØ Straight

with puddle

flange, T16

flanged.

500

325

600

160

G

R

A

D

E

3

0

4

S

T

A

I

N

L

E

S

S

S

T

E

E

L

12-26 01 100Ø

100mmØ 90° Bend

with extension &

T16 flange.

100mmØ Air

vent Galv. pipe

with puddle

flange & 180°

bend.

300

100

12-27 01 80Ø

80mmØ Air

vent Gav. with

puddle flange.

12-28 01 80Ø

MO

S

MFP-GP 20

M20 Rod

MFP-L NW32 M20-F

12-24 02 100Ø

100mmØ Insulating

Gasket.




Mild Steel

Pipe

Stainless

Steel Pipe

Insulating Gasket

Bolt Stud

Nut

Steel Washer


Sleeve & Washer

Nut

Steel Washer

Insect Screen

38 Holes x 4mmØ

in 3mm cover plate

welded to end.

410

700

150

505

350

Ø

8

0

8

75

Insect Screen

38 Holes x 4mm

Ø in 3mm cover

plate welded to

ends.

50mm×2"

HDPE flange

adaptor T16.

12-30 01 50Ø

50mmØ Straight

with 90° bend,

puddle flange &

1×T16 flange.

300

700

12-29 01 50Ø

50

50

80

60

Ø

1

2

100

27

50

27

15

overhang

180

15

overhang

1 250

170

100

10 Opening.

27

15 overhang.







50x6mm FMS bar

to take padlock.



anchor in concrete.


Item

No.

Dia(mm)

ND

Description

No

Off.

Drawing

ACCESS MANHOLE

COVER PLAN

Scale 1 : 10


Name:

Signature: Date:


Project:


Scale/s: AS SHOWN

Drawing Number:

Name:

Signature: Date:

Feb 2016


Project Funder:

mig

Municipal

Infrastructure

Grant

Designation:


AMENDMENTS

Revision Date

Description

Rev.:

Approved by Client:

RESERVOIR R5-12:

50kl RESERVOIR - PIPE

SCHEDULE & TYPICAL

DETAILS

KWAHLOKOHLOKO -

SUB SUPPLY AREA 5

PHASE 3

010 - 006 / 05 / 05 / 04

* ALL STEEL FITTINGS TO BE HOT DIPPED GALVANISED.

* ALL FLANGES TO BE TABLE 16.

* ALL BOLTS TO BE GALVANISED BOLTS.

RESERVOIR EXTERNAL

GALVANIZED LADDER ELEVATIONS

Scale 1 : 20

NOTE


plan no. (010-006 / 05 / 05 / 02).

2. No concrete shall be

placed without the

engineers approval.

3. Reinforcement shall be

maintained in position by

means of approved spacers

during placing.

4. Concrete shall be properly

vibrated during placing.

5. Concrete shall be cured

by keeping it wet and covered

for 20 days.

SECTION 12H - 12H

Scale 1:20

SECTION 12F - 12F

Scale 1:20

SECTION 12G - 12G

Scale 1:20

ACCESS MANHOLE

SECTION 11D - 11D

Scale 1:5

ACCESS MANHOLE

SECTION 11E - 11E

Scale 1:5

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

Documents

Scale 1:50 PURPOSES ONLYFOR TENDER TANK … set 03 of 06... · REINFORCING BENDING SCHEDULE Member Type and size Bar mark No. mbrs of each in bars No. of no. TotalLength of each bar