LIST OF DRAWINGS PIPE BEDDING DETAILS VALVE …€¦ · · 2017-06-09design checked by drawn by ... 1000 id precast concrete manhole shaft 45° upvc bend upvc pipe piece ci type

LIST OF DRAWINGS

SML-060-001-000-T-00 LIST OF DRAWINGS AND LOCALITY PLAN

SML-060-001-001-T-00 LAYOUT PLAN SHEET 1 TO 6

SML-060-001-002-T-00 EXISTING INFRASTRUCTURE

SML-060-001-003-T-00 PIPE BEDDING DETAILS

SML-060-001-004-T-00 VALVE CHAMBER AND LOCKABLE DETAILS

SML-060-001-005-T-00 SCOUR VALVE CHAMBER DETAILS

SML-060-001-006-T-00 TYPICAL AIR VALVE DETAILS

SML-060-001-007-T-00 THRUST BLOCK DETAILS

SML-060-001-008-T-00 BOREHOLE DISCHARGE PIPE WORK

SML-060-001-009-T-00 STAND PIPE DETAILS

SML-060-001-010-T-00 IN-SITU CONCRETE PUMP HOUSE

SML-060-001-011-T-00 CONCRETE FOOTINGS DETAILS

SML-060-001-012-T-00 CONCRETE RESERVOIR

SML-060-001-013-T-00 ELEVATED STORAGE TANK DETAILS

SML-060-001-014-T-00 SIGN BOARD DETAILS

DESIGN CHECKED BY

DRAWN BY

DISCIPLINE

CLIENT PROJECT DESCRIPTION

DRAWING TITLE

STATUSDATE

REVREVISION DESCRIPTION

REFERENCE DRAWING TITLEREF. DRG No.NOTES:

1. THE MASTER OF THIS DRAWING IS HELD AT THE SML PROJECTS AT POLOKWANE OFFICE AND BEARS

FUNCTION NAME SIGNATURE

DESIGNED BY

DRAWING CHECKED BY

CONSULTANT APPROVAL

NAMEDATE

SIGNATURE

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FOR CLIENT DATE

NUMBER

COPYRIGHT RESERVED

SML PROJ. No

SML DRAWING NUMBER

DISCIPLINE REVISIONSTATUS

A3

A=AS BUILT

DRAWING STATUS CODES :

C=CONSTRUCTION

T=TENDERP=PLANNING

SHEET SIZESHEETSCALE

1 OF 1

SML-060 001 T 00

SEBAYENG/ DIKGALE REGIONAL WATER SCHEME

WATER

LIST OF DRAWINGS AND LOCALITY PLAN

000

THE ORIGINAL SIGNATURE OF APPROVAL

KES

MAM

KES

KSM

KSM

TEL: (015) 290 2077

FAX: (086) 613 9626

POLOKWANE MUNICIPALITY

SML PROJECTS (Pty) Ltd

29 Ismini Avenue

Ismini Office Park

Cnr Outspan and Hillary Drive

Bendor Ext 110

Polokwane

0699

TEL (015) 298 8826

FAX (015) 298 8241


P.O.BOX 111

POLOKWANE

0700

MAY 2017 T 00 FOR TENDER

GA-TJALE LAYOUT

RISING MAIN

DESIGN CHECKED BY

DRAWN BY

DISCIPLINE


DRAWING TITLE

STATUSDATE





DESIGNED BY

DRAWING CHECKED BY

CONSULTANT APPROVAL

NAMEDATE

SIGNATURE

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. .

FOR CLIENT DATE

NUMBER

COPYRIGHT RESERVED

SML PROJ. No

SML DRAWING NUMBER


A3

A=AS BUILT


C=CONSTRUCTION

T=TENDERP=PLANNING


6 OF 6

SML-060 001 T 00


WATER

PROPOSED LAYOUT PLAN FOR GA-TJALE

001


KES

MAM

KES

KSM

KSM

TEL: (015) 290 2077

FAX: (086) 613 9626



29 Ismini Avenue

Ismini Office Park


Bendor Ext 110

Polokwane

0699

TEL (015) 298 8826

FAX (015) 298 8241


P.O.BOX 111

POLOKWANE

0700


DESIGN CHECKED BY

DRAWN BY

DISCIPLINE


DRAWING TITLE

STATUSDATE





DESIGNED BY

DRAWING CHECKED BY

CONSULTANT APPROVAL

NAMEDATE

SIGNATURE

. . . .

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. .

FOR CLIENT DATE

NUMBER

COPYRIGHT RESERVED

SML PROJ. No

SML DRAWING NUMBER


A3

A=AS BUILT


C=CONSTRUCTION

T=TENDERP=PLANNING


1 OF 1

SML-060 001 T 00


WATER

EXISTING INFRASTRUCTURE

002


KES

MAM

KES

KSM

KSM

TEL: (015) 290 2077

FAX: (086) 613 9626



29 Ismini Avenue

Ismini Office Park


Bendor Ext 110

Polokwane

0699

TEL (015) 298 8826

FAX (015) 298 8241


P.O.BOX 111

POLOKWANE

0700


30

0

'x'

D

`x'

30

0

D

'X

'

D

a) RIGID PIPE ON CLASS `A' BED

X = D/4 SUBJECT TO `x` BEING NOT LESS

THAN 100mm AND NOT MORE THAN

300mm

MONOLITHIC 20MPa CONCRETE BEDDING

CRADLE

COMPACTED SELECTED FILL BLANKET

MAIN FILL

b) RIGID PIPE ON CLASS `B' BED

X = D/4 SUBJECT TO 'x' BEING NOT LESS


200mm


BEDDING CRADLE OF COMPACTED

SELECTED GRANULAR MATERIAL

NOTE :

OUTSIDE BARREL DIMENSION = D

COMPACTED SELECTED

FILL BLANKET

BEDDING CRADLE OF COMPACTED

SELECTED GRANULAR MATERIAL

X = D/8 SUBJECT TO 'x' BEING NOT LESS


200mm

c) RIGID PIPE ON CLASS `C' BEDd) RIGID PIPE ON CLASS `D' BED

COMPACTED SELECTED

FILL BLANKET AND

BEDDING CRADLE

TRENCH BOTTOM HAND TRIMMED TO

SUPPORT PIPE THROUGHOUT THE

LENGTH OF ITS BARREL. PIPES NOT TO

REST ON THEIR SOCKETS OR COLLARS.

JOINT HOLES TO BE CUT IN TRENCH

BOTTOM

NON-WOVEN, CONTINUOUS FILAMENT

POLYESTER FILTER FABRIC OF MIN.

MASS PER UNIT SURFACE 0,21kg/sq m

19mm NOMINAL SIZE CRUSHED ROCK

BEDDING CLASS AS SPECIFIED


MAINFILL

e) TRENCH SUBSURFACE DRAIN

100mm ON ORIGINAL SCALE

300mm

MIN.

OVERLAP

10

0 m

m M

IN

10

02

00

30

030

0

D

'x'

120°

180°

100°

DESIGN CHECKED BY

DRAWN BY

DISCIPLINE


DRAWING TITLE

STATUSDATE





DESIGNED BY

DRAWING CHECKED BY

CONSULTANT APPROVAL

NAMEDATE

SIGNATURE

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. .

FOR CLIENT DATE

NUMBER

COPYRIGHT RESERVED

SML PROJ. No

SML DRAWING NUMBER


A3

A=AS BUILT


C=CONSTRUCTION

T=TENDERP=PLANNING


1 OF 1

SML-060 001 T 00


WATER

PIPE BEDDING DETAILS

003


KES

MAM

KES

KSM

KSM

TEL: (015) 290 2077

FAX: (086) 613 9626



29 Ismini Avenue

Ismini Office Park


Bendor Ext 110

Polokwane

0699

TEL (015) 298 8826

FAX (015) 298 8241


P.O.BOX 111

POLOKWANE

0700


60

0

250

250

24

10

25

0

25

0

3130

2630

19

10

700 x 700 BOX OUT FOR

20

0V

AR

IES

20

0

NGLNGL

250

250

3130

2630

356mm Ø WATER PIPE

CLASS 25/19MPa CONCRETE PIPE PEDESTAL

50mm BLINDING LAYER CLASS 25/19MPa REINFORCED

CONCRETE FLOOR SLAB

CLASS 25/19MPa REINFORCED

CONCRETE WALLS

GMS GOOSENECK VENT

COVER AND FRAME

CLASS 25/19MPa REINFORCED CONCRETE ROOF SLAB

LOCKABLE MANHOLE


356mm Ø WATER PIPE

CLASS 25/19MPa REINFORCED

CONCRETE WALLS


356mm Ø WATER PIPE

CLASS 25/19MPa CONCRETE PIPE PEDESTAL

A1

A2

PIPE - SEE DETAIL

60

0

60

0

A4A3

A1

A2A4A3

356ODX4.5MMWALLX12.192MTR,

CML&3LPE

COATING PIPE

NODE 14

AMEND

PIPE LIST

2

1

25

25

GMS

EP

A2

A1

1 25 GMSA3

356mm Ø FLANGE ADAPTOR TO SUIT

STANDARD

356mm Ø FLANGED GMS PIPE

PIECE, WITH POSITION OF PUDDLE

1 25 GMSA4

356mm Ø , RSV GATE VALVE, FLANGED

BOTH ENDS AND DRILLED TO SANS

356mm Ø PIECE FLANGED AT BOTH

ENDS

ITEM AMOUNT CLASS

PROTEC-

TION

DESCRITION DIMENSIONS

FLANGE AS INDICATED.

1123, TABLE 2500/3

NOTE:

1. SEE FITTING SCHEDULE FOR PIPE DIAMETER.

2. ALL MAN HOLES DEEPER THAN 1050mm MUST BE CONSTRUTED AS FOLLOWS:

a.) FIRST 1050mm BELOW GROUND LEVEL CAN BE 230mm BRICKWORK WITH

BRICKFORCE (REINFORCEING EVERY 2nd COURSE).

b.) WALL SECTIONS BELOW THE 1050mm DEPTH MUST CONSTRUCTED IN

REINFORCED CONCRETE, 230-250mm THICK... REBAR CAN BE REF395 MESH

BOTH SIDES.

INCOMING 356ODX4.5MMWALLX12.192MTR,

CML&3LPE COATING PIPE

3. CML & 3LPE COATING

75

45

0

50Ø X90° GMS ELBOW


100Ø PUDDLE FLANGE


NODE 14

AMEND

PIPE LIST

2

1

16

16

GMS

EP

A2

A1

1 16 GMSA3

356mm Ø FLANGE ADAPTOR TO SUIT

STANDARD

356mm Ø FLANGED GMS PIPE

PIECE, WITH POSITION OF PUDDLE

1 16 GMSA4

356mm Ø , RSV GATE VALVE, FLANGED

BOTH ENDS AND DRILLED TO SANS

356mm Ø PIECE FLANGED AT BOTH

ENDS

ITEM AMOUNTCLASS

PROTEC-

TION

DESCRITION DIMENSIONS

FLANGE AS INDICATED.

1123, TABLE 2500/3

INCOMING 356ODX4.5MMWALLX12.192MTR,

CML&3LPE COATING PIPE

DESIGN CHECKED BY

DRAWN BY

DISCIPLINE


DRAWING TITLE

STATUSDATE





DESIGNED BY

DRAWING CHECKED BY

CONSULTANT APPROVAL

NAMEDATE

SIGNATURE

. . . .

. . . .

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. .

. .

. .

. .

. .

FOR CLIENT DATE

NUMBER

COPYRIGHT RESERVED

SML PROJ. No

SML DRAWING NUMBER


A3

A=AS BUILT


C=CONSTRUCTION

T=TENDERP=PLANNING


1 OF 1

SML-060 001 T 00


WATER

VALVE CHAMBER AND LOCKABLE LID DETAILS

004


KES

MAM

KES

KSM

KSM

TEL: (015) 290 2077

FAX: (086) 613 9626



29 Ismini Avenue

Ismini Office Park


Bendor Ext 110

Polokwane

0699

TEL (015) 298 8826

FAX (015) 298 8241


P.O.BOX 111

POLOKWANE

0700


1000 ID PRECAST CONCRETE

MANHOLE SHAFT

45° uPVC BEND

uPVC PIPE PIECE

CI TYPE 10C METER BOX

PRODUCT No B0260

CONCRETE

SURROUND

BRICK WALL TO 75mm ABOVE TOP

OF PIPE. NO BRICK OR CONCRETE

TO BEAR ON PIPE

100mm VALVE

110mm uPVC CLASS 4 PIPE

CONCRETE THRUST BLOCK

CAST IRON

FLANGED SCOUR TEE

356 TO 110,90, 75, 63 OR 50mm

REDUCING COUPLING

PVC PIPE

50, 63, 75, 90, 160, 200, 315 OR 356mm

PIPE


150

MIN

19mm STONE

GRADE 20/19 CONCRETE BASE

RING 520 x 150mm DEEP

A B C D

110 x 100

CI SCOUR

100 100 100

100100100

110 110 110

50 90 160

uPVC PIPE CLASS 4

VIKING JOHNSON FLANGE ADAPTOR

TO SUIT OD OF 110mm uPVC PIPE,

FLANGED TO SABS 1123, TABLE 1600.

A

B

C

D

NOTES:

1. DRAWING LIMITED TO PIPE DIAMETER

50 TO 356mm ONLY

2. ALL FLANGES DRILLED TO SABS

1123, TABLE 1600.

3. BRICKWORK TO BE 14MPa BURNT CLAY

BRICKS TO SABS 227, CONSTRUCTED

IN 1:3 CEMENT MORTAR

ITEM DESCRIPTION

SIZE (mm) ACCORDING TO MAIN PIPE SIZE (mm)

SCOUR TEE

AVK RSV GATE VALVE, BOTH ENDS

FLANGED, COMPLETE WITH

HANDWHEEL. DN100mm, PN16.

SCOUR AFTER BOOSTER PUMP

STATION 2 TO BE PN25.

300

160 x 100

1130mm diam. PRE-CAST REINFORCED

CONCRETE COVER SLAB (200mm THICK)

WITH 600 X 600mm HYDROSOLUTION LID.

DETAIL "A"

DETAIL "B"

E

E 45° uPVC BEND CLASS 4 110 110 110

TEE

110 x 100

CI SCOUR

TEE

CI SCOUR

TEE

315

315 x 100

CI SCOUR

TEE

100

100

110

110

200

200 x 100

CI SCOUR

TEE

100

100

110

110



356

356 x 100

CI SCOUR

TEE

100

100

110

110

DESIGN CHECKED BY

DRAWN BY

DISCIPLINE


DRAWING TITLE

STATUSDATE





DESIGNED BY

DRAWING CHECKED BY

CONSULTANT APPROVAL

NAMEDATE

SIGNATURE

. . . .

. . . .

. . . .

. . . .

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. .

. .

. .

FOR CLIENT DATE

NUMBER

COPYRIGHT RESERVED

SML PROJ. No

SML DRAWING NUMBER


A3

A=AS BUILT


C=CONSTRUCTION

T=TENDERP=PLANNING


1 OF 1

SML-060 001 T 00


WATER

SCOUR VALVE CHAMBER DETAILS

005


KES

MAM

KES

KSM

KSM

TEL: (015) 290 2077

FAX: (086) 613 9626



29 Ismini Avenue

Ismini Office Park


Bendor Ext 110

Polokwane

0699

TEL (015) 298 8826

FAX (015) 298 8241


P.O.BOX 111

POLOKWANE

0700


A

A

VENT HOLE (2x) :

80mm dia PVC PIPE

CAST INTO SLAB

F

C

A

B

TYPICAL SECTION

PLAN

C

B

19mm CRUSHED STONE

NGL

800ND CONCRETE FILLED

MANHOLE COVER SLAB

COMPLETE WITH 'INTERNAL'

LOCKING DEVICE

1500 DIA x 500mm LONG PREFABRICATED

CONCRETE RING (DEPENDING ON THE

INTERNAL DEPTH REQUIRED)

VENT HOLE (2x) :

80mm dia PVC PIPE

CAST INTO SLAB

BEDDING CRADLE :

GRANULAR MATERIAL

COMPACTED TO 90% MOD AASHTO

FILL BLANKET :

SELECTED MATERIAL COMPACTED

TO 90% MOD AASHTO

MAIN FILL :

COMPACTED SELECTED BACKFILL MATERIAL

COMPACTED TO 90% MOD AASHTO

1500 Ø PREFABRICATED

CONCRETE RING

E

1500ND x 800ND x 150mm THICK PRECAST

REINFORCED CONCRETE REDUCING

COVER SLAB

1500ND x 800ND x 150mm THICK PRECAST

REINFORCED CONCRETE REDUCING

COVER SLAB

356ND DI / oPCV

SUPPLY PIPE

800ND CONCRETE FILLED

MANHOLE COVER SLAB

COMPLETE WITH 'INTERNAL'

LOCKING DEVICE

AIR VALVE INSTALATION ON 356mm

D

A

356ODX4.5MMWALLX12.192MTR, CML&3LPE

COATING PIPE

NOTES:

1. MANHOLE REFERENCE NUMBER TO BE PAINTED ON

SIDE OF CONCRETE SLAB FACING NEAREST ROAD.

2. LETTERING TO BE 75mm HIGH BLACK ON

RECTANGULAR YELLOW BACKGROUND 25mm WIDER

THAN LETTERING AROUND.

3. CIRCULAR, CONCRETE FILLED MANHOLE COVER, TO

BE SUPPLIED COMPLETE WITH LOCKING DEVICE.

DESIGN CHECKED BY

DRAWN BY

DISCIPLINE

CLIENTPROJECT DESCRIPTION

DRAWING TITLE

STATUSDATE





DESIGNED BY

DRAWING CHECKED BY

CONSULTANT APPROVAL

NAMEDATE

SIGNATURE

FOR CLIENTDATE

NUMBER

COPYRIGHT RESERVED

SML PROJ. No

SML DRAWING NUMBER


A3

A=AS BUILT


C=CONSTRUCTION

T=TENDERP=PLANNING


1 OF 1

SML-060 001 T 00


WATER

TYPICAL AIR VALVE CHAMBER DETAILS

006


KES

MAM

KES

KSM

KSM

TEL: (015) 290 2077

FAX: (086) 613 9626



P.O.BOX 111

POLOKWANE

0700


29 Ismini Avenue

Ismini Office Park


Bendor Ext 110

Polokwane

0699


GL

C.I. FLANGED ADAPTOR

ADAPTOR GR/FLANGED

+4

00

+1

00

0

X

T-JUNCTIONS:

D

C

C

GL

DIA

ME

TE

R

PIP

E O

UT

SIT

E1

00

mm

NGL

TR

EN

CH

D

EP

TH

NGL

30

0m

m

MAINBACK FILL

300mm

10

0m

m

DIAMETER

PIPE OUTSITE

TRENCH WIDTH

300mm

ENDCAPS:

WITH SABS 1200 DB


D

TRENCH BOTTOM

PIPE BEDDING

TRENCH WIDTH IN ACCORDANCE

A

A

B

X

5

0

M

I

N

Z

D

D

D

TRENCH WALL

B

X

Z

X

WITH SABS 1200 DB

D


BLOCK CAST AGAINST

UNDISTURBED EXCAVATION

TRENCH WALL

X

45°

MIN

45°

MIN

Z

CAST IRON

END CAP

PVC PIPE

THRUST BLOCK FOR END CAPS

PIPE

DIAMETER

X D Z

125 - 160 1000 600 390

90 - 110 650 400 280

50 - 75 500 300 240


WITH SABS 1200 DB


TRENCH BOTTOM

PIPE BEDDING

SECTION D-D

PIPE

DIAMETER

X D Z

125 - 160 1000 600 260

90 - 110 650 400 200

50 - 75 500 300 180

BLOCK CAST AGAINST


Z

mPVC PIPE BEND

POLYETHELENE SHEETING

BETWEEN PVC PIPE

FITTING AND CONCRETE

THRUST BLOCK FOR 90° BENDS

BENDS UP TO 45°, 22.5° & 11.25°

PIPE

DIAMETER

Z D X

125 - 160 275 750 600

90 - 110 175 500 400

50 - 75 125 375 300

SECTION B-B

TRENCH BOTTOM

PIPE BEDDING


90° BENDS

PIPE

DIAMETER

X D Z

125 - 160 400 1000 600

90 - 110 250 650 400

50 - 75 175 500 300

BLOCK CAST AGAINST


TRENCH WALL

45°

MIN

45°

MIN

Z

50

MIN

50

MIN

CAST IRON TEE

PVC PIPE

NOTE:

CONCRETE NOT TO EXTEND

TO PVC PIPEWORK


BETWEEN PVC PIPE


THRUST BLOCK FOR TEES

SECTION C-C


BETWEEN PVC PIPE


PVC PIPE BEND

SOCKET END NOT

IN CONCRETE

50 MIN

CONCRETE THRUST BLOCK CAST

AGAINST UNDISTURBED EXCAVATION

THRUST BLOCK ON BENDS

SECTION A-A


WITH SABS 1200 DB


TRENCH BOTTOM

PIPE BEDDING

FINISHED LEVEL IN ROADS,

PARKING AREAS OR

PAVED COURTYARDS

CIRCULAR VALVE BOX

S.A.B.S. 558-1973 (TYPE 3B)

FINISHED GROUND LEVEL/

OPEN AREA

50

CONCRETE CLASS 20MPA/19mm

WITH THE TOP PAINTED YELLOW

PRECAST CONCRETE RING (CLASS

20MPA/19mm) INSIDE DIAMETER 200mm

OUTSIDE DIAMETER 500mm

200

BACKFILL MATERIAL WELL

COMPACTED FROM ABOVE

PIPE TO BELOW THE

CONCRETE RING BASE


CAST IRON WATERWORKS PATTERN

GATE VALVE (S.A.B.S. 664)

TRENCH BOTTOM

76

200mm ND uPVC

250mm ND uPVC

200

LID CHAINED

TO CHAMBER

OF

S

TE

EL

P

IP

E

TR

EN

CH

D

EP

TH

OF

P

VC

P

IP

E

TR

EN

CH

D

EP

TH

uPVC PIPE



45 ° uPVC LONG RADIUS BEND

uPVC PIPE

LENGTH BE DETERMINED ON SITE

STEEL / KLAMBON PIPE

45 ° STEEL BEND

GL

GL

OF

S

TE

EL

P

IP

E

TR

EN

CH

D

EP

TH

OF

P

VC

P

IP

E

TR

EN

CH

D

EP

TH

uPVC PIPE




uPVC PIPE





uPVC PIPE


CA

ST

IR

ON

T

EE

PV

C P

IP

E 5

00

mm

L

ON

G

CO

UP

LIN

G T

O S

UIT

E P

VC

P

IP

E

CO

UP

LIN

G T

O S

UIT

E K

LA

MB

ON

/ S

TE

EL

P

IP

E

KL

AM

BO

N / S

TE

EL

P

IP

E

DETAIL OF uPVC PIPE CHANGING TO STEEL/KLAMBON PIPE AT TEE JUNCTION

DETAIL OF uPVC PIPE CHANGING TO STEEL/KLAMBON PIPE AT STRAIGTH LINE

VALVE CHAMBER

PLAN VIEW

ON TEE JUCTION AT

KLAMBON/STEEL PIPE

PIPE BEDDING

SELECTED GRANULAR

BEDDING CRADLE-TO

BE COMPACTED

SELECTED FILL

BLANKET-TO BE

COMPACTED

TO

B

E 1

00

0m

m

MIN

IM

UM

P

IP

E C

OV

ER

DESIGN CHECKED BY

DRAWN BY

DISCIPLINE


DRAWING TITLE

STATUSDATE





DESIGNED BY

DRAWING CHECKED BY

CONSULTANT APPROVAL

NAMEDATE

SIGNATURE

. . . .

. . . .

. . . .

. . . .

. . . .

. . . .

. . . .

. . . .

. . . .

. . . .

. .

. .

. .

. .

. .

. .

. .

. .

FOR CLIENT DATE

NUMBER

COPYRIGHT RESERVED

SML PROJ. No

SML DRAWING NUMBER


A3

A=AS BUILT


C=CONSTRUCTION

T=TENDERP=PLANNING


1 OF 1

SML-060 001 T 00


WATER

THRUST BLOCK DETAILS

007


KES

MAM

KES

KSM

KSM

TEL: (015) 290 2077

FAX: (086) 613 9626



29 Ismini Avenue

Ismini Office Park


Bendor Ext 110

Polokwane

0699

TEL (015) 298 8826

FAX (015) 298 8241


P.O.BOX 111

POLOKWANE

0700


TYPICAL SECTION A-A

NTS

PART FLOOR LAYOUT

NTS 25MPa CONCRETE

NOTES :

1) ALL PACKINGS, NUTS, BOLTS AND WASHERS TO

BE SUPPLIED WITH FITTINGS TO ENSURE THE

COMPLETE INSTALLATION AND CORRECT OPERATION

OF THE ENTIRE PUMPING EQUIPMENT AND/OR

PIPEWORK INSTALLATION.

6 75 8 M10 4 11 50

8 80 8 M10 4 11 55

10 90 8 M12 4 14 60

15 95 8 M12 4 14 65

20 105 8 M12 4 14 75

25 115 8 M12 4 14 85

32 140 10 M16 4 18 100

40 150 10 M16 4 18 110

50 165 10 M16 4 18 125

65 185 10 M16 4 18 145

80 200 12 M16 8 18 160

100 220 12 M16 8 18 180

*125 250 14 M16 8 18 210

150 285 16 M20 8 22 240

* Non-preferred size.

SABS 1123 - 1977 FLANGE DRILLING TABLE

FLANGE BOLT DRILLING

ND D t DIA NO DIA PCD

TABLE 1 000/4 - STEEL SCREWED BOSS FLANGES

CONCRETE DISCHARGE HEAD

PLINTH AS PER TYPE DRWG.

125816/97 ME - ANCHOR

BOLTS AND POSITIONS THERE

M

SUPERIMPOSED POSITION OF BOREHOLE

PUMPHOUSE WALL PANELS

O

B

O

PRESSURE GAUGE

NOT SHOWN

TB

V = 0,4cu m

W = 0,9 m

500

NOTIFIED IN CASE OF ANY DISCREPANCIES.

a) GALVANISING - WHERE GALVANISING IS SPECIFIED IT

SHALL BE CARRIED OUT BY THE HOT DIP PROCESS

TO PROVIDE A MINIMUM MASS OF ZINC COATING OF

650 g/sq m IN ACCORDANCE WITH SABS 763-1977

CLAUSE 4.3.1 TABLE 2.

b) EPOXY RESIN PAINT - EPOXY RESIN PAINT SHALL BE

`COPON EP 2300'. IT SHALL BE APPLIED IN THE

WORKSHOP BY SPRAYING TO A FINAL THICKNESS OF

NOT LESS THAN 300 MICRON. AFTER INSTALLATION

ANY CHIPS OR SCRATCH MARKS SHALL BE MADE GOOD

ON SITE WITH BRUSH APPLIED EPOXY PAINT.

SCHEDULE OF MECHANICAL EQUIPMENT PIPEWORK & FITTINGS

These notes apply to all the Schedules herefollowing:

NOTES:

2) ALL FLANGES TO BE DRILLED SABS 1123-1977 TABLE

1000/4 AS DETAILED AND REFERRED TO AS SABS10/4

IN THE SCHEDULE OF FITTINGS.

3) MAKE OF ALL VALVES TO BE APPROVED BY ENGINEER IN

WRITING.

4) THE LENGTHS OF PIPES AND FITTINGS ARE APPROXIMATE

ONLY - ACTUAL LENGTH TO BE ADVISED ONLY AFTER APPRO-

VAL OF VALVES BY ENGINEER.

5) NO ALLOWANCES HAVE BEEN MADE IN PIPE AND FITTING

DIMENSIONS FOR PACKINGS, GASKETS AND GAPS BETWEEN

PIPEWORK - PROVISION FOR THESE TO BE MADE BY

SUPPLIERS.

6) FLANGE HOLES TO BE DRILLED TO ALLOW EXACT ALIGNMENT

VERTICALLY AND HORIZONTALLY, AS DETAILED ON THE

DRAWINGS, OF ALL PIPEWORK AND EQUIPMENT.

7) ALL WELDING TO BE FULL STRENGTH, FULL PENETRATION.

LEGEND OF CORROSION PROTECTION TREATMENT AS FOLLOWS:

G : GALVANISING

ET : EPOXY TAR

EE : EPOXY RESIN PAINT

B : BITUMEN WRAPPING

P : PAINTING

9) THESE SCHEDULES TO BE READ IN CONJUNCTION WITH THE

DRAWINGS AND SPECIFICATIONS.

10) ALL LEVELS TO BE VERIFIED ON SITE PRIOR TO THE

COMMENCEMENT OF ANY WORK, AND THE ENGINEER TO BE

1) THE FOLLOWING SHALL BE THE MINIMUM WALL THICKNESSES

FOR PIPES OF NOMINAL OUTSIDE DIAMETER :-

a) 400mm ND AND SMALLER DIAMETERS : 4,5mm

b) 450mm AND UP TO 550mm ND : 6mm

c) 600mm AND UP TO 1092mm ND : 8mm

d) 1118mm AND UP TO 1245mm ND : 10mm

SCHEDULE OF FITTINGS

TREATMENT

REF DN DESCRIPTION WALL FLANGE GALVA- EPOXY QTY

't' DRILLING NISED RESIN

mm PAINT

C * WAFER PATTERN NON-RETURN VALVE SUITABLE FOR 1000 kPa PRESSURE

SUPPLIED WITH TWO HEAVY DUTY GALVANISED SCREW-ON FLANGES

DRILLED SABS 1123 TABLE 1000/4

E * HEAVY DUTY GALVANISED EQUAL TEE

F * FLANGED WATER METER WITH TWO HEAVY DUTY GALVANISED SCREW-ON

FLANGES DRILLED SABS 1123 TABLE 1000/4

G * BRASS FEMALE FULLWAY GATE VALVE SUITABLE FOR 1000 kPa PRESSURE

H *x25 HEAVY DUTY GALVANISED REDUCING TEE

K * 90 DEGREE HEAVY DUTY GALVANISED MALE/FEMALE ELBOW COMPLETE

WITH A HEAVY DUTY GLAVANISED SCREW-ON FLANGE DRILLED SABS

1123 TABLE 1000/4

L * FLANGED ADAPTOR FOR PVC PIPES DRILLED SABS 1123 TABLE 10

M * 90 DEGREE HEAVY DUTY GALVANISED FEMALE ELBOW

O 8 100 mm DIA GLYCERENE FILLED PRESSURE GAUGE READING FROM

0 - 1600 kPa COMPLETE WITH 2 x 8 x 75 mm LONG MGI PIPE THREADED

BOTH ENDS AND 1 x 8 mm FEMALE THREADED BALL-O-TOP ISOLATING

COCK

- - - * 1set

- - * - 4no

- - * - 1set

- - * - 1no

- - * * 1set

- - - - 2no

- - * - 1no

- - * - 1set

- - - - 1no

- - * - 1no

- - * - 1set

'*' NOTE: - FOR DN OF ALL FITTINGS, REFER TO RELEVANT NODAL DESCRIPTION IN DOCUMENT

A - A ROTARY PUMP DISCHARGE ASSEMBLY COMPLETE WITH SPACER

BOX AND MOTOR MOUNTING BRACKET. DISCHARGE HEAD TO HAVE 2 x 20DN

B * HEAVY DUTY GALVANISED BARREL NIPPLE

HOLES DRILLED IN BASE. ELECTRICAL INSTALLATIONS 2 OFF AND

DIESEL INSTALLATIONS 1 OFF 20N HD POLYETHYLENE TYPE IV CLASS 6

SLEEVE PIPE (FROM PUMP UNIT TO DISCHARGE HEAD), STRAPPED TO

SLEEVE PIPE TO STAND 200mm PROUD OF DISCHARGE HEAD BASE PLATE

AND TO BE COMPLETE WITH 15DN NYLON INSERT PLUG.

1000

G

E

B

C

E

SCOUR PIPE TO BE EXTENDED TO

THE OUTSIDE OF THE PUMPHOUSE

G

B

C

B

G

8) CORROSION PROTECTION TO BE IN ACCORDANCE WITH SPECI-

FICATIONS:

A

FLOOR LAYOUT

N.T.S

30

00

1000

3000

BOREHOLE

SCOUR

PUMP MAIN

PUMP HOUSE FLOOR SLAB

10

00

50mm ON ORIGINAL SCALE

NOTE: SCOUR TO BE USED FOR

TESTING OF BOREHOLE WATER

ONLY

A

A

E

D1

K

L

TB

V = 0,4cu m

W = 0,9 m

900

P

N

P

N

J * 1,5m (CORRECTED RH) LONG HEAVY DUTY GALVANISED PIPE THREADED BOTH ENDS - - * - 2no

N * 125 mm LONG HEAVY DUTY GALVANISED PIPE THREADED BOTH ENDS - - * - 2no

P *x* HEAVY DUTY GALVANISED TEE COMPLETE WITH PLUG FITTED TO BRANCH

(FOR PRESSURE SWITCH ON ELECTRICAL INSTALLATIONS) - - * - 1set

N D

F

THE DESIGN ENGINEER

- HANDWHEEL TO BE REMOVED

AFTER INSTALLATION.

BOREHOLE COLUMN SPECIFICATIONS

i) COLUMNS WITH A DIA LESS THAN 65mm MUST BE

MANUFACTURED FROM MEDIUM GALVANISED TUBING

ACCORDING TO SABS 62 SPEC.

ii) COLUMNS WITH A DIA MORE THAN 65mm MUST BE

MANUFACTURED FROM HEAVY WALL TUBING WITH A 4.85mm

MIN WALL THICKNESS ACCORDING TO SABS 62 SPEC.

iii) BELL-MOUTH COLUMNS ARE NOT ACCEPTABLE.

iv) COLUMNS MUST INCULDE SOCKETS, SHAFTS, BOBBIN

BEARINGS, ETC.

v) A SUFFICIENT QUANTITY OF LUBRICANT, AS PRESCRIBED

BY MANUFACTURER, SHALL BE INCLUDED.

vi) ALL THREADS SHALL BE PARALLEL TRUNCATED.

vii) SOCKETS SHALL BE PRECISION MACHINED FROM SEAMLESS

HEAVY WALL TUBE.

D

F

N

FLOOR SLAB

K

L

NOTE : FOR CLARITY ELECTRIC

MOTOR NOT SHOWN

NOTE : THIS VALVE ONLY TO BE

INSTALLED IF REQUESTED BY

A

J

H

BB

G

D1

25MPa CONCRETE FLOOR SLAB

D * 300 mm LONG HEAVY DUTY GALVANISED PIPE PIECE THREADED BOTH ENDS

- - * - 1no

D1 * 700 mm LONG HEAVY DUTY GALVANISED PIPE PIECE THREADED BOTH ENDS

- - * - 1no (EXACT LENGTH TO BE DETERMINED ON SITE)

PIPEWORK TO BE

LEVEL

OF ACCORDING TO SUPPLIERS DETAILS

NOTE: PIPE TO BE SUPPORTED AND

ANCHORED AT THIS POINT.

COLUMNS AT MAX. 3m CENTRES WITH HEAVY DUTY CABLETIES.

2) ALTHOUGH THE USE OF FINE THREAD NUTS AND

BOLTS IS SOUND ENGINEERING PRACTICE FOR

COUPLING OF FLANGED FITTINGS, IT IS NOT

OBLIGATORY. THE ONUS REMAINS ON THE CONTRACTOR

TO ENSURE A DRIP TIGHT FIT WITHOUT WARPING THE

FLANGES.

3) GALVANISED PIPEWORK TO BE INSTALLED WITHOUT DAMAGE

TO THE GALVANISING, ANY MARKS MADE BY THE PIPE WRENCH

MUST BE LEFT AS IS FOR INSPECTION. NO SANDING OR

PAINTING OF THE PIPEWORK WILL BE ACCEPTED.

EXPOSED THREADS TO BE TREATED WITH A ZINC BASE PAINT.

4) STAG AND HEMP SEALER TO BE USED TEFLON SEALER IS NOT

ACCEPTABLE.

viii) STANDARD GALVANISED SOCKETS FOR SIZES ABOVE 25mm

DIA ARE NOT ACCEPTABLE

ix) STAG SEALER TO BE USED ON COLUMN THREADS.

NOTE : STAG SEALER OR HEMP

THREAD SEALER TO BE USED ON

ALL GALVANISING PIPEWORK

INSIDE THE PUMPHOUSE

TO BE APPROVED BY THE

ENGINEER. LIFTING OF

PUMP +40mm.

-

WATER METER SPECIFICATIONS

i) THE METERS METROLOGICAL CLASS SHALL

BE CLASS B OR BETTER IN ACCORDANCE

WITH SABS 1529.

ii) THE METER SHALL BE CLEARLY MARKED

WITH THE FOLLOWING INFORMATION ON

THE BODY, INDICATOR DIAL, SERIAL

NUMBER WITCH INCLUDES THE YEAR OF

MANUFACTURE AND THE SABS APPROVAL

NUMBER FOR THE SPECIFIC MODEL. ALL

MUST BE VISIBLE FROM ABOVE.

DETATCHABLE COMPONENTS SHALL NOT BE

UTILISED FOR THIS PURPOSE.

A Min. OF 100mm CLEARANCE

TO BE PROVIDED BETWEEN THE

MOTOR FAN AND CONCRETE PLINTH

ON ALL INSTALLATIONS.

TO BE LEVEL

CONCRETE PLINTH

< 18kW x 1 SPACER

> 18kW x 2 SPACERS

DESIGN CHECKED BY

DRAWN BY

DISCIPLINE


DRAWING TITLE

STATUSDATE





DESIGNED BY

DRAWING CHECKED BY

CONSULTANT APPROVAL

NAMEDATE

SIGNATURE

. . . .

. . . .

. . . .

. . . .

. . . .

. . . .

. . . .

. . . .

. . . .

. . . .

. .

. .

. .

. .

. .

. .

. .

. .

FOR CLIENT DATE

NUMBER

COPYRIGHT RESERVED

SML PROJ. No

SML DRAWING NUMBER


A3

A=AS BUILT


C=CONSTRUCTION

T=TENDERP=PLANNING


1 OF 1

SML-060 001 T 00


WATER

BOREHOLE DISCHARGE PIPE WORK DETAILS

008


KES

MAM

KES

KSM

KSM

TEL: (015) 290 2077

FAX: (086) 613 9626



29 Ismini Avenue

Ismini Office Park


Bendor Ext 110

Polokwane

0699

TEL (015) 298 8826

FAX (015) 298 8241


P.O.BOX 111

POLOKWANE

0700


2100

1500

25

79

21

20

460

13

24

20

02

00

20

02

00

300

300

20

0

300

300

75

0

10

0

10

0

100

-/3

A

-/3

A

SECTION

1:20 -

A

1:20

PLAN LAYOUT

DESIGN CHECKED BY

DRAWN BY

DISCIPLINE


DRAWING TITLE

STATUSDATE





DESIGNED BY

DRAWING CHECKED BY

CONSULTANT APPROVAL

NAMEDATE

SIGNATURE

. . . .

. . . .

. . . .

. . . .

. . . .

. . . .

. . . .

. . . .

. . . .

. . . .

. .

. .

. .

. .

. .

. .

. .

. .

FOR CLIENT DATE

NUMBER

COPYRIGHT RESERVED

SML PROJ. No

SML DRAWING NUMBER


A3

A=AS BUILT


C=CONSTRUCTION

T=TENDERP=PLANNING


1 OF 1

SML-060 001 T 00


WATER

STAND PIPE DETAILS

009


KES

MAM

KES

KSM

KSM

TEL: (015) 290 2077

FAX: (086) 613 9626



29 Ismini Avenue

Ismini Office Park


Bendor Ext 110

Polokwane

0699

TEL (015) 298 8826

FAX (015) 298 8241


P.O.BOX 111

POLOKWANE

0700


Concrete Lid for Maintenance Access

SIDE VIEW OF A PUMP HOUSE

75mm concrete

15/19 for blinding

in situ material rip and compact

to 95% MOD-AASHTO density

0.0000

2200

200

200

5000

2004000200

PLAN VIEW OF A PUMP HOUSE

300200300 200 4000

300

200

4000

200

300

Centreline for 110mm uPVC Ventilator Pipes

top and bottom of the walls spaced at 600mm

C/C

PUMP HOUSE

BOREHOLE

SC

RE

ED

50m

m @

2%

S

LO

PE

300x300x50m

m D

eep

Drainage sum

p

150x150mm BOX OUT

OPENING FOR PIPEWORK

150x150mm BOX OUT

OPENING FOR PIPE WORK

500mm Freeflo of 50mm uPVC

drainage Pipe

CONCRETE REINFORCEMENT DETAILS

REINFORCEMENT NOTES

1. MESH REF 888 MUST BE USED FOR

REINFORCEMENT OF FLOOR SLAB,

ROOF SLAB AND WALLS

2. MESH WIRE MUST BE CUT TO

PRIOR CASTING CONCRETE AT

BOXED OUT SECTIONS TO MAINTAIN

ADEQUATE COVER TO REINFORCEMENT.

3. CHAIRS TO BE POSITIONED AT

PROPER POINTS ENSURE THE

CORRECT SPACING BETWEEN MESH

WIRE SHEET.

4. ONLY PVC OR CONCRETE COVER

BLOCKING MAY BE USED

OFFSET BY 30mm

250 500

5000

800

800mm Door Opening

Direction of Sliding

Second Rail

1450mm Long

First Rail 2450mm Long

75

900

High Security Sliding

Concrete Door

2000

& Pumps Installations

300

300

Centreline for 110mm uPVC Ventilator Pipes

top and bottom of the walls spaced at 600mm

C/C

200mm Concrete Walls Class 30/19

4501450

2450

75

900

CHANNELS NEEDED TO LAY

SLIDING RAILS FOR DOOR

(100mm X 100mm)

High Security Sliding

Concrete Door

900

250 500800

1550

2100

DESIGN CHECKED BY

DRAWN BY

DISCIPLINE


DRAWING TITLE

STATUSDATE





DESIGNED BY

DRAWING CHECKED BY

CONSULTANT APPROVAL

NAMEDATE

SIGNATURE

. . . .

. . . .

. . . .

. . . .

. . . .

. . . .

. . . .

. . . .

. . . .

. . . .

. .

. .

. .

. .

. .

. .

. .

. .

FOR CLIENT DATE

NUMBER

COPYRIGHT RESERVED

SML PROJ. No

SML DRAWING NUMBER


A3

A=AS BUILT


C=CONSTRUCTION

T=TENDERP=PLANNING


1 OF 1

SML-060 001 T 00


WATER

IN-SITU CONCRETE PUMP HOUSE DETAILS

011


KES

MAM

KES

KSM

KSM

TEL: (015) 290 2077

FAX: (086) 613 9626



29 Ismini Avenue

Ismini Office Park


Bendor Ext 110

Polokwane

0699

TEL (015) 298 8826

FAX (015) 298 8241


P.O.BOX 111

POLOKWANE

0700


PLAN B-B

250 1000

250

1500

O

H

P

U

50

U

SCHEDULE OF MATERIALS

ITEM

H 76 mm Ø X 3,2 mm WALL THICKNESS MILD STEEL PIPE

COLUMN.

O CLASS 15/38 CONCRETE BASE.

P 200 X 200 X 6 mm THICK MILD STEEL BASE PLATE

WELDED TO PIPE COLUMN.

R 6 mm THICK MILD STEEL CLAMP ( 100 mm LONG)


S 10 mm Ø MILD STEEL BOLT WITH WASHER NUT AND

LOCK NUT IN 12 mm Ø BOLT HOLE.

T 10 mm Ø MILD STEEL HOLD DOWN BOLT WITH

WASHER NUT AND LOCK NUT

U MESH WIRE REF:888

O

300

1500

50

DESIGN CHECKED BY

DRAWN BY

DISCIPLINE


DRAWING TITLE

STATUSDATE





DESIGNED BY

DRAWING CHECKED BY

CONSULTANT APPROVAL

NAMEDATE

SIGNATURE

. . . .

. . . .

. . . .

. . . .

. . . .

. . . .

. . . .

. . . .

. . . .

. . . .

. .

. .

. .

. .

. .

. .

. .

. .

FOR CLIENT DATE

NUMBER

COPYRIGHT RESERVED

SML PROJ. No

SML DRAWING NUMBER


A3

A=AS BUILT


C=CONSTRUCTION

T=TENDERP=PLANNING


1 OF 1

SML-060 001 T 00


WATER

CONCRETE FOOTING DETAILS

011


KES

MAM

KES

KSM

KSM

TEL: (015) 290 2077

FAX: (086) 613 9626



29 Ismini Avenue

Ismini Office Park


Bendor Ext 110

Polokwane

0699

TEL (015) 298 8826

FAX (015) 298 8241


P.O.BOX 111

POLOKWANE

0700


6000 6000

C OF RESERVOIR

L

31320

-

A

60

00

60

00

INTERNAL DIAMETER

F

A

L

L

75 THICK LAYER OF 19mm

NOMINAL SIZE WASHED CRUSHED

STONE OVER ROOF SLAB

LIST OF DRAWING SHEETS:

SHEET A : SITE PLAN A

SHEET 1 : FOUNDATION DETAILS

SHEET 2 : ROOF PLAN DETAILS

SHEET 3 : DRAINAGE DETAILS

SHEET 4 : JOINTS DETAILS

SHEET 5 : LADDER DETAILS

SHEET 6 : MANHOLE COVER DETAILS

SHEET 7A : FLOOR JOINTS DETAILS

SHEET 7B : ROOF JOINTS DETAILS

SHEET 8 : OVERFLOW PIPE DETAILS

SHEET 9 : CLMN DETAILS

SHEET 10 : WALL REBAR DETAILS

SHEET 11 : FLOOR REBAR DETAILS

SHEET 13 : ROOF SLAB_B1 REBAR DETAILS

SHEET 14 : ROOF SLAB_B1 BENDING SCHEDULE

SHEET 15 : ROOF SLAB_B2 REBAR DETAILS

SHEET 16 : ROOF SLAB_B2 BENDING SCHEDULE

SHEET 17 : ROOF SLAB_T1 REBAR DETAILS

SHEET 18 : ROOF SLAB_T1 BENDING SCHEDULE

SHEET 19 : ROOF SLAB_T2 REBAR DETAILS

SHEET 20 : ROOF SLAB_T2 BENDING SCHEDULE

NOTES:

1. CONCRETE :-

STRUCTURAL - 35 MPa AT 28 DAYS

BLINDING - 15 MPa AT 28 DAYS

NO FINES - 5 MPa AT 28 DAYS

2. GENERAL SHUTTER - SIDES OF RAFT

- EXT. FACE APRON MANHOLES.

TAMPED FINISHES - TOP BLINDING

- TOP RAFT

- TOP MANHOLE BASES

WOOD FLOAT - TOP NO FINES

- TOP ROOF SLAB

STEEL TROWEL - TOP FLOOR

- TOP COLUMN AND WALL BASES

- TOP APRON

- TOP ROOF PARAPET

- TOP ROOF MANHOLE UPSTANDS

- TOP MANHOLE BASE SCREED

FAIR FACE FINISH - SIDES COLUMNS AND BASES

- SIDES WALL AND BASES

- SIDES APRON PARAPET

- SIDES ROOF PARAPET

- SIDES ROOF MANHOLE UPSTAND

- INTERNAL APRON MANHOLES

- UNDERSIDE ROOF

- UNDERSIDE MANHOLE ROOFS

3. ALL BACKFILLING, EXCAVATION, COMPACTING, TESTING ETC. TO

BE CARRIED OUT IN ACCORDANCE WITH SPECIFICATIONS.

4. ALL REINFORCMENT AND DETAILING TO BE IN ACCORDANCE

WITH

THE STRUCTURAL ENGINEERS SPECIFICATIONS AND DETAILS.

2

0

0

0

2

0

0

0

4

0

0

5

0

0

EXTERNAL DIAMETER

32120

OUTLET PIPEWORK

SEE DRG XX-XXX

EXTERNAL LADDER

WITH SAFETY HOOPS

DRG WF 4324

SCALE 1:200

BASE SLAB PLAN

EXTERNAL LADDER WITH

SAFETY HOOPS

(SEE TYPICAL DETAILS)

450Ø INLET PIPEWORK

SEE DRG XXX.XX

SCALE 1:100

A

-

SECTION

KIC

KE

R7

5

150150

2000

COLUMN BASE

2000x2000x450 DEEP

1:150 SLOPE

C OF RESERVOIR

L

XXX.XXX (SFL)

XXX.XX

TOP WATER

LEVEL

32120

1:150 SLOPE

400x400 COL.

200

43

0

XXXX

20

0

44

00

45

0

KIC

KE

R7

5

30

0

92

60

200

43

0

XXXX

45

0

92

60

400mm THICK

R.C WALL

31320Ø (I.D)

23

0

DESIGN CHECKED BY

DRAWN BY

DISCIPLINE


DRAWING TITLE

STATUSDATE REV REVISION DESCRIPTION

REFERENCE DRAWING TITLEREF. DRG No. NOTES:



DESIGNED BY

DRAWING CHECKED BY

CONSULTANT APPROVAL

NAME DATESIGNATURE

FOR CLIENT DATE

NUMBER

COPYRIGHT RESERVED

SML PROJ. No

SML DRAWING NUMBER


A1

A=AS BUILT


C=CONSTRUCTION

T=TENDERP=PLANNING


SML-060 001 T 00


WATER

012/1


C.S

L.T

T.R

C.S

KSM

TEL: (015) 290 2077

FAX: (086) 613 9626



29 Ismini Avenue

Ismini Office Park


Bendor Ext 110

Polokwane

0699 TEL (015) 298 8826

FAX (015) 298 8241


P.O.BOX 111

POLOKWANE

0700

3ML RESERVOIR

FOUNDATION - DETAILS

A1

1 / 8

Ø

3

1

3

2

0

IN

T

E

R

N

A

L

D

IA

.

Ø

3

2

1

2

0

E

X

T

E

R

N

A

L

D

IA

.

1

2

4

5

3

A B D EC

60

7

775

40

01

85

0

13

50

OP

EN

IN

G (I.D

)

20

0

775

200

200

17

50

20

0

200

200

1200 350

OP

EN

IN

G

1150

OPENING

ACCESS ABOVE OVERFLOW AND OUTLET

SCALE 1:25

ACCESS ABOVE INLET

SCALE 1:25

VENTILATED

COVER

VENTILATED COVER

13

50

100

10

0

250

C OF RESERVOIR

L

C OF RESERVOIR

L

100

OPENING

424

C OF LADDER

L

550

250

550

80

0

800

100 300100

10

03

00

10

0

30

0

SCALE 1:25

300

PLAN OF VENTILATION

COVER 4 No. OFF

100

100

600

VENTILATED COVERS

43

0

ROOF SLAB

410

WALL BRACKETS

INTERNAL LADDER

20mmØ SOLID RUNG

STRINGER

@ 375mm c/c

VA

RIE

S

VA

RIE

S

100

VA

RIE

S

43

0

VA

RIE

S

200

200

100

SCALE 1: 25

B

-

SECTION

-

C

SCALE 1: 25

C

-

SECTION

XXX.XXX

OPENING

A1

1750

800

1550

400

30

0

10

47

5

XXX.XXX (SFL)

SCALE 1:50

2

-

DETAIL

CONCRETE BLINDING

NOTES:

1. CONCRETE :-

STRUCTURAL - 35 MPa AT 28 DAYS

BLINDING - 15 MPa AT 28 DAYS

NO FINES - 5 MPa AT 28 DAYS

2. GENERAL SHUTTER - SIDES OF RAFT

- EXT. FACE APRON MANHOLES.

TAMPED FINISHES - TOP BLINDING

- TOP RAFT

- TOP MANHOLE BASES

WOOD FLOAT - TOP NO FINES

- TOP ROOF SLAB

STEEL TROWEL - TOP FLOOR

- TOP COLUMN AND WALL BASES

- TOP APRON

- TOP ROOF PARAPET

- TOP ROOF MANHOLE UPSTANDS

- TOP MANHOLE BASE SCREED

FAIR FACE FINISH - SIDES COLUMNS AND BASES

- SIDES WALL AND BASES

- SIDES APRON PARAPET

- SIDES ROOF PARAPET

- SIDES ROOF MANHOLE UPSTAND

- INTERNAL APRON MANHOLES

- UNDERSIDE ROOF

- UNDERSIDE MANHOLE ROOFS

3. ALL BACKFILLING, EXCAVATION, COMPACTING, TESTING ETC. TO

BE CARRIED OUT IN ACCORDANCE WITH SPECIFICATIONS.

4. ALL REINFORCMENT AND DETAILING TO BE IN ACCORDANCE

WITH

THE STRUCTURAL ENGINEERS SPECIFICATIONS AND DETAILS.

75 DIAMETER

CLASS 4 uPVC

RUNOFF PIPE

XXX.XXX




SCALE 1:100

A

-

SECTION

KIC

KE

R7

5

150150

2000

COLUMN BASE

2000x2000x450 DEEP

1:150 SLOPE

C OF RESERVOIR

L

XXX.XXX (SFL)

XXX.XX

TOP WATER

LEVEL

32120

1:150 SLOPE

400x400 COL.

200

43

0

XXXX

20

0

44

00

45

0

KIC

KE

R7

5

30

0

92

60

200

43

04

50

92

60

400mm THICK

R.C WALL

31320Ø (I.D)

450

1400150

150

SEE DETAIL 1

ON SHEET 3

(TOF) xxx.xx

SEE DETAIL 2

TAPERED ROOF SLAB TO HAVE A MINIMUM

THICKNESS OF 230 (LOW POINTS) AT

PERIMETER WALL LOCATIONS AND 105

(HIGH POINT) AT CENTRE

-

C

30

00

3000

Ø

3

1

3

2

0

Ø

3

2

1

2

0

I

N

T

E

R

N

A

L

D

I

A

.

E

X

T

E

R

N

A

L

D

I

A

.



STONE

ROOF SLAB COVERED WITH

ACCESS OVER

OVERFLOW AND OUTLET


VENTILATED

DUCT

56

10

3000

250

TYPICAL

25

87

3000

30

00

15°

15°

1

:1

5

0

R

O

O

F

S

L

O

P

E

STORMWATER

RUNOFF OUTLETS

LOCATED AT 22.5°

INCREMENTS

S.O.P.

60

00

60

00

60

00

-

A

BASE SLAB PLAN

-

B

SCALE 1:200

17

50

1550

25

87

3000

3000 250

TYPICAL

4NO. REQUIRED

VENTILATED COVERS

6000 6000

C OF RESERVOIR

L

32120

EXTERNAL DIAMETER

ACCESS COVER OVER

INLET (SEE DETAIL)

EXTERNAL LADDER WITH

SAFETY HOOPS


1150

1

:

1

5

0

R

O

O

F

S

L

O

P

E

1

:

1

5

0

R

O

O

F

S

L

O

P

E

DESIGN CHECKED BY

DRAWN BY

DISCIPLINE


DRAWING TITLE





DESIGNED BY

DRAWING CHECKED BY

CONSULTANT APPROVAL

NAME DATESIGNATURE

FOR CLIENT DATE

NUMBER

COPYRIGHT RESERVED

SML PROJ. No

SML DRAWING NUMBER


A1

A=AS BUILT


C=CONSTRUCTION

T=TENDERP=PLANNING


SML-060 001 T 00


WATER

012/2


C.S

L.T

T.R

C.S

KSM

TEL: (015) 290 2077

FAX: (086) 613 9626



29 Ismini Avenue

Ismini Office Park


Bendor Ext 110

Polokwane

0699 TEL (015) 298 8826

FAX (015) 298 8241


P.O.BOX 111

POLOKWANE

0700

3ML RESERVOIR

2 / 8

ROOF SLAB - DETAILS

400 THICK WALL

75

SCALE 1:5

25

25

25

AGGREGATE TO BE

EXPOSED ON THE FIRST

PLACED CONCRETE TO

REMOVE LATENCE

INTERNAL FACE OF

WALL TO BE PAINTED

WITH EXPANDITE

"HEY DI" K11 TO A WIDTH

OF 100mm EITHER SIDE

OF JOINT AS SHOWN

REINFORCEMENT TO BE

CONTINUOUS THROUGH JOINT

HORIZONTAL CONSTRUCTION

JOINT IN WALLS

REINFORCEMENT TO BE

CONTINUOUS THROUGH JOINT

400 THICK WALL

SCALE 1:5

INTERNAL FACE

EXTERNAL FACE

SECTION A

SURFACE OF FIRST

PLACED CONCRETE

TO BE PAINTED WITH 2

LAYERS OF BITUMEN

SEALING SLOT TYPE B

(SEE SEPARATE DETAIL)

230mm EYELETED

"DUMBELL" WATERSTOP

TIED TO THE REINFORCEMENT

45

0 T

HIC

K W

AL

L F

OO

TIN

G

SEALING SLOT TYPE B

(SEE SEPARATE DETAIL)

2 LAYERS OF BITUMEN

TO TERMINATE AT THE

UNDERSIDE OF THE

SEALING SLOT

REINFORCEMENT TO

BE CONTINUOUS

THROUGH JOINT

125 THICK

NO FINES

230mm REARGUARD

WATERSTOP

THE CONTRACTOR

SHALL ENSURE A

PERFECTLY STRAIGHT

LINE ALONG THE EDGE

OF THE " HEY DI"

SCALE 1:5

SECTION B

POLYTHENE

SHEETING

2ND PLACED CONCRETE

1st PLACED CONCRETE

25

20

5

20

20

JOINT

SCALE 1:1

DETAIL OF SEALING SLOT TYPE B

MASKING TAPE TO

BE FIXED TO THE

BACK OF THE SLOT

SLOT TO BE SEALED WITH

"PLASTIJOINT"

CONCRETE SURFACE TO BE

PAINTED WITH 2 COATS

PRIMER AND 20mm EITHER

SIDE OF SLOT AS SHOWN

THE CONTRACTOR SHALL

ENSURE A PERFECTLY

STRAIGHT LINE ALONG

THE EDGE OF THE PRIMER

EXTERNAL FACE

-

-

25

25

25

WATERSTOP TO BE TERMINATE

100 BELOW TOP OF WALL

230 EYELETED DUMBELL

WATERSTOP PLACED

CENTRALLY IN WALL

25 x 25 OPEN TRIAGLULAR

SLOT ON EXTERNAL FACE

OF VERTICAL WALL

A

-

A

-

SEALING SLOT TYPE C

ON TOP OF FOOTING

APRON / FOOTING JOINT

AND IN APRON SLAB

CONSTRUCTION JOINT 75mm

ABOVE TOP OF FOOTING

230mm REARGUARD

WATERSTOP

PARTIAL CONTRACTION JOINTS IN

WALL AND FOOTING

1:25

B

-

JUNCTION OF 230mm DUMBELL

AND 230mm REARGUARD

WATERSTOPS 200mm ABOVE

UNDERSIDE OF FOOTING

75mm THICK

BLINDING CONCRETE

NO-FINES

CONCRETE

200mm FLOOR SLAB

POLYTHENE SHEETING

SEALING SLOT TYPE B

B

-

75

400 THICK COLUMN STEM

SCALE 1:5

CONTRACTOR TO ENSURE

PERFECTLY STRAIGHT

LINE ALONG THE EDGE OF

"HEY DI"

FULL PERIMETER OF

COLUMN TO BE PAINTED

WITH EXPANDITE

"HEY DI" K11 TO A DEPTH OF

100mm EITHER SIDE OF JOINT AS

SHOWN

REINFORCEMENT TO BE

CONTINUOUS THROUGH

JOINT

HORIZONTAL CONSTRUCTION

JOINT IN COLUMNS

AGGREGATE TO BE EXPOSED

ON THE FIRST PLACED

CONCRETE TO REMOVE

LATENCE

CONSTRUCTION JOINT

300

1500

10

0

200

500

APRON SLAB

DRAIN CHANNEL

DESIGN CHECKED BY

DRAWN BY

DISCIPLINE


DRAWING TITLE





DESIGNED BY

DRAWING CHECKED BY

CONSULTANT APPROVAL

NAME DATESIGNATURE

FOR CLIENT DATE

NUMBER

COPYRIGHT RESERVED

SML PROJ. No

SML DRAWING NUMBER


A1

A=AS BUILT


C=CONSTRUCTION

T=TENDERP=PLANNING


SML-060 001 T 00


WATER

012/4


C.S

L.T

T.R

C.S

KSM

TEL: (015) 290 2077

FAX: (086) 613 9626



29 Ismini Avenue

Ismini Office Park


Bendor Ext 110

Polokwane

0699 TEL (015) 298 8826

FAX (015) 298 8241


P.O.BOX 111

POLOKWANE

0700

3ML RESERVOIR

A1

4 OF 8

WALL JOINTS - DETAILS

A1

1. EXTERNAL LADDER:

ALL STRINGERS, RUNGS, SAFETY HOOPS, STRAPS, FEET,

WALL BRACKETS AND FIXING BOLTS MANUFACTURED FROM

MILD STEEL WITH 200 MICRON FACTORY APPLIED EPOXY

COPON COATING AND SITE APPLIED UNDERCOAT AND TWO

COATS OF GLOSS.

2. INTERNAL LADDERS:

ALL STRINGERS, RUNGS, SAFETY HOOPS, STRAPS, FEET,

WALL BRACKETS AND FIXING BOLTS FABRICATED FROM

STAINLESS STEEL 304 L.

3. ALL BURRS, WELD FLASH, SHARP EDGES AND OTHER

IMPERFECTIONS LIKELY TO CAUSE INJURY TO HANDS OF

PERSONS USING LADDERS SHALL BE REMOVED AND MADE

SMOOTH.

4. GRIDS OVER SCOUR AND OUTLET TO BE PAINTED WITH TWO

COATS BLACK EPOXY TAR.

5. ROOF DRAINS PAINTED WITH ZINC CHROMATE PRIMER AND

TWO LIGHT GREY 'HI-CHEM' HIGH CHEMICAL RESISTANT

ENAMEL COATS (EPOXY RESIN BASED 357 LINE) ON SIMILAR

APPROVED

NOTES:

80

0

800

100 300100

10

03

00

10

0

30

0

SCALE 1:25

300

PLAN OF VENTILATION

COVER 4 No. OFF

100

100

600

VENTILATED COVERS

43

0

ROOF SLAB

410

WALL BRACKETS

INTERNAL LADDER

20mmØ SOLID RUNG

STRINGER

@ 375mm c/c

VA

RIE

S

VA

RIE

S

100

VA

RIE

S

43

0

VA

RIE

S

200

200

100

SCALE 1: 25

B

-

SECTION

-

C

SCALE 1: 25

C

-

SECTION

OPENING

SCALE 1:25

SAFETY HOOP TYPE A

424

STRAPS 50 X 12mm STEEL FLAT

STRAPS WELDED TO SAFETY

HOOP WITH 5mm CONTINUOUS

FILLET WELD

424

350 RADIUS

PLAN OF HOOPS ON EXTERNAL LADDER

SCALE 1:10

CENTRE OF LADDER

278

350

450

HOOP WELDED TO STRINGERS

WITH 5mm CONTINUOUS FILLET

WELD TOP, BOTTOM AND END

INTERNAL LADDER TO

RESERVOIR

VERTICAL STRAPS 50 X 12mm

STEEL FLAT WELDED TO HOOPS

STRAPS 50 X 12mm STEEL FLAT

SAFETY HOOPS 50 X 12mm

STEEL FLAT

HOOP WELDED TO STRINGERS

WITH 5mm CONTINUOUS FILLET

WELD TOP, BOTTOM AND END

350 RADIUS

350

450

676

SAFETY HOOP TYPE B

CENTRE OF LADDER

SCALE 1:25

ELEVATION OF LADDERS

TO RESERVOIR

XXX.XXX

XXX.XXX

TOP OF HOOPS

360

3 No. TYPE B HOOPS

(SEE TYPICAL DETAIL)

500

500

2 No. TYPE A HOOPS


2 No. TYPE B HOOPS


TOP OF FLOOR

TOP OF RESERVOIR

INSIDE

OUTSIDE

10

0

10

5

13

50

60

08

30

STANDARD JULIUS

BERGER BLOCK

XXX.XXX

17

40

55

90

20

0

300

1500

10

0

200

500

APRON SLAB

DRAIN CHANNEL

30

0

13

50

250

44

00

10

00

18

10

89

5

125

650

400

ACCESS LADDER FOOTING

(SEE TYPICAL FOOT DETAIL)

WALL BRACKET

MOUNTING (SEE

TYPICAL DETAIL)

MILD STEEL

29

0

11

10

17

N

o. R

UN

GS

@

2

50

c/c E

QU

AL

S 4

00

0

12

5

10

5

43

75

62

51

25

0

STANDARD JULIUS

BERGER BLOCK

SCALE 1:25

EXTERNAL LADDER TO

RESERVOIR

12

50

WALL BRACKETS

(SEE TYPICAL

DETAIL)

56

5

40

50

19

0

16

N

o. R

UN

GS

@

2

50

c/c E

QU

AL

S 3

76

2

12

50

400

10

0

12

50

WALL BRACKET

MOUNTING (SEE

TYPICAL DETAIL)

STAINLESS STEEL

304 L

XXX.XXX

XXX.XXX

XXX.XXX

DESIGN CHECKED BY

DRAWN BY

DISCIPLINE


DRAWING TITLE





DESIGNED BY

DRAWING CHECKED BY

CONSULTANT APPROVAL

NAME DATESIGNATURE

FOR CLIENT DATE

NUMBER

COPYRIGHT RESERVED

SML PROJ. No

SML DRAWING NUMBER


A1

A=AS BUILT


C=CONSTRUCTION

T=TENDERP=PLANNING


SML-060 001 T 00


WATER

012/5


C.S

L.T

T.R

C.S

KSM

TEL: (015) 290 2077

FAX: (086) 613 9626



29 Ismini Avenue

Ismini Office Park


Bendor Ext 110

Polokwane

0699 TEL (015) 298 8826

FAX (015) 298 8241


P.O.BOX 111

POLOKWANE

0700

3ML RESERVOIR

5 OF 8

LADDER - DETAILS

A1

RESERVOIR - MANHOLE AND COVER DETAIL TABLE

13502

LOCATION

(No. REQ'D)

SCALE 1:10

PLAN OF MAIN FRAME

PLAN OF COVER PLATE

SCALE 1:10

SCALE 1:10

PLAN OF FLY SCREEN FRAME

TYPICAL UPSTAND / COVER DETAIL

SCALE 1:10

SCALE 1:2.5

DETAIL OF FLY SCREEN AND HANDLE

SECTION ELEVATION FROM INSIDE FRAME

ELEVATION OF HINGE (MAIN FRAME)

SCALE 1:2.5

SCALE 1:2.5

ELEVATION OF HINGE (COVER PLATE) SECTION OF HINGE (COVER PLATE)

SCALE 1:2.5

SCALE 1:2.5

SECTION OF HINGE (MAIN FRAME)

SCALE 1:2.5

AND COVER STOPS

SECTION SHOWING LOCKING PLATE

CLEAR OPENING

SPACING

HINGE

COVER SIZE

COVER

HEIGHT

SCREEN SIZE

1150 400 1450 1250 1330 1130 75

C C

75 A/2 A/2 75

75

B7

5

175

30

175

C C

COVER HINGE


COVER STOP


LOCKING PLATE


C

L

HINGE HINGE

L

C

C C

E

D/2 D/2

COVER HINGE


3mm THICK STIFFENER PLATE

WELDED TO INSIDE COVER


WELDED TO INSIDE COVER

40x40 HOLE FOR

LOCKING PLATE

F

G/2

G/2

HINGED COVER PLATE

REMOVABLE

FLY SCREEN

50 82 50

3mm THICK

COVER PLATE

10

15

25

80

20 20

50


WELDED TO COVER

20mm OUTSIDE DIA. PIPE

WELDED TO COVER

20mm OUTSIDE DIA. PIPE

WELDED TO SUPPORT

84

25x82 HOLE CUT INTO

STIFFENER AND COVER FACIA

50

40

6

SECTION SHOWING LOCKING PLATE HOLE

SCALE 1:2.5

15 15

14

525

15

(NOTE: FLY SCREEN IS NOT FIXED IN POSITION)

ROOF SLAB TANK ACCESS (WITH COUNTER BALANCE)

6004

600 400 550 550 580 580 75 ROOF SLAB VENTILATION OPENINGS

COUNTER BALANCE

SCALE N.T.S.

COUNTER BALANCE WEIGHT

6

0

°

(NOTE: DIMENSIONS AND WEIGHT TO BE DETERMINED DURING MANUFACTURE)

2

3

MANHOLES HINGES

(No. REQ'D)

HANDLE

L

C

50

25

50

C

L

HANDLE

HANDLE LOCATED AS SHOWN

ON PLAN OF SCREEN FRAME

ANODIZED ALUMINIUM SCREEN

MESH IN PROPRIETARY FRAME

FIXED TO ANGLE WITH 3mmØ

SELF TAPPING SCREWS AT

300 CENTRES

10

SHAFT

SHAFT

54

100x75x8 MILD

STEEL ANGLE 'L'

TO FORM MAIN

FRAME

40x40x5 MILD

STEEL ANGLE 'L'

WELDED TO MAIN

FRAME

3mm THICK MILD

STEEL PLATE TO

FORM COVER

40x40x5 MILD STEEL

ANGLE 'L' TO FORM

SCREEN FRAME

HANDLES WELDED TO

SCREEN FRAME (SEE

TYPICAL DETAIL)

12mmØ HOLE FOR

10mmØ RAWL BOLT OR

SIMILAR APPROVED

MAIN FRAME TO BE FIXED TO

CONCRETE WITH 4 No. 10mmØ

RAWLBOLTS OR SIMILAR

APPROVED AND 80x35 REBATE

TO BE FILLED WITH GROUT WHEN

COVER HAS BEEN INSTALLED

20mm OUTSIDE DIA. MILD

STEEL PIPE (3mm WALL

THICKNESS) WELDED TO

COVER PLATE

20mm OUTSIDE DIA. MILD STEEL

PIPE (3mm WALL THICKNESS)

WELDED TO 6mm PLATE SUPPORTS

6mm THICK MILD STEEL PLATES

WELDED TO MAIN FRAME

100x75x8 MILD STEEL

ANGLE 'L'(MAIN FRAME)

A

(mm)

B

(mm)

C

(mm)

D

(mm)

E

(mm)

F

(mm)

G

(mm)

H

(mm)

6mmØ MILD STEEL HANDLE

WELDED TO SCREEN FRAME

40x40x5 MILD STEEL ANGLE 'L'

WELDED TO FORM FRAME AS SHOWN

ON PLAN OF SCREEN FRAME

H

DIM

EN

SIO

N T

O

AP

EX

O

F C

OV

ER

3mm MILD STEEL

PLATE TO FORM

COVER

6mm MILD STEEL

STIFFENER PLATES

WELDED TO FRAME

40x40x5 MILD STEEL ANGLE 'L'

WELDED TO MAIN FRAME AS

FLY SCREEN SUPPORT

40x10 HOLE CUT INTO COVER IN

POSITION SHOWN ON PLAN OF

COVER PLATE (OVER 30x6 MILD

STEEL FLAT)

30x6 MILD STEEL FLAT WITH 10mmØ HOLE

FOR PADLOCK WELDED TO MAIN FRAME IN

POSITION SHOWN ON PLAN OF MAIN FRAME

50x50x6 MILD STEEL ANGLE 'L' x80

WIDE AS COVER STOP WELDED

TO MAIN FRAME IN POSITIONS

SHOWN ON PLAN OF MAIN FRAME

12mmØ BRASS HINGE BOLT WITH

LOCKING NUT (LENGTH TO SUIT)

1. ALL DIMENSIONS IN MILLIMETERS UNLESS

OTHERWISE NOTED

NOTES:

DESIGN CHECKED BY

DRAWN BY

DISCIPLINE


DRAWING TITLE





DESIGNED BY

DRAWING CHECKED BY

CONSULTANT APPROVAL

NAME DATESIGNATURE

FOR CLIENT DATE

NUMBER

COPYRIGHT RESERVED

SML PROJ. No

SML DRAWING NUMBER


A1

A=AS BUILT


C=CONSTRUCTION

T=TENDERP=PLANNING


SML-060 001 T 00


WATER

012/6


C.S

L.T

T.R

C.S

KSM

TEL: (015) 290 2077

FAX: (086) 613 9626



29 Ismini Avenue

Ismini Office Park


Bendor Ext 110

Polokwane

0699 TEL (015) 298 8826

FAX (015) 298 8241


P.O.BOX 111

POLOKWANE

0700

3ML RESERVOIR

6 OF 8

ROOF SLAB MANHOLE & COVER DETAILS

FLOOR JOINTS - DETAILS

PLAN TYPE T1

1:25

(8 OFF)

1200

12

00

1

3

5

°

1

3

5

°

1

3

5

°

1

3

5

°

230mm PVC

REARGUARD

WATERSTOP

PLAN TYPE T2

1:25

(2 OFF)

12

00

1

3

5

°

1

3

5

°

230mm PVC

REARGUARD

WATERSTOP

1200

748

30

03

00

3

0

0

12

00

135°

1200

748

30

0

30

0

230mm PVC REARGUARD

WATERSTOP

135°

PLAN TYPE T3

1:25

(2 OFF)

3

0

0

230mm EYELETED DUMBELL

DUMBELL / REARGUARD

JOINT

ELEVATION TYPE T6

1:25

PLAN TYPE T5

1:15

(4 OFF)

1

0

1

.

2

5

°

2

4

2

3

0

0

750

3

0

0

6

7

.

5

0

°

3

0

0

1

5

7

.

5

0

°

1

0

1

.

2

5

°

3

0

0

750

3

0

0

1

5

7

.

5

0

°

1

0

1

.

2

5

°

750

3

0

0

6

7

.

5

0

°

3

0

0

1

5

7

.

5

0

°

3

0

0

2

4

2

230mm PVC REARGUARD

WATERSTOP

230mm PVC REARGUARD

WATERSTOP

230mm PVC REARGUARD

WATERSTOP

PLAN TYPE T6

1:15

(4 OFF)

PLAN TYPE T4

1:15

(4 OFF)

20

0

750

68

50

N

TS

9

0

°

20

0

750

68

50

N

TS

20

0

750

68

50

N

TS

230mm PVC REARGUARD

WATERSTOP

ELEVATION TYPE T4

1:15

ELEVATION TYPE T5

1:15


DUMBELL / REARGUARD

JOINT

9

0

°

230mm PVC REARGUARD

WATERSTOP

230mm PVC REARGUARD

WATERSTOP

9

0

°

DUMBELL / REARGUARD

JOINT


SCALE 1:5

150

SEALING SLOT TYPE C

FOOTING REINFORCEMENT

TO BE DISCONTINUOUS

THROUGH JOINT

75 THICK BLINDING

CONCRETE LAYER UNDER

APRON SLAB

100 THICK REINFORCED

CONCRETE APRON SLAB

2 LAYERS OF BITUMEN ON

BOTH EDGE OF APRON

SLAB IN CONTACT WITH

WALL FOOTING

APRON SLAB REINFORCEMENT

TO BE DISCONTINUOUS

THROUGH JOINT TERMINATING

50mm FROM END OF SLAB

APRON / WALL FOOTING JOINT

SCALE 1:5

50

JOINT IN FLOOR SLAB

50

50 50

SEALING SLOT TYPE C

APRON REINFORCEMENT TO BE

DISCONTINUOUS THROUGH

JOINT

FIRST PLACED CONCRETE

TO BE PAINTED WITH 2

COATS OF BITUMEN

100 THICK APRON SLAB

75 BLINDING

SCALE 1:5

JOINT IN APRON SLAB

125 THICK NO-FINES

CONCRETE230mm REARGUARD

WATERSTOP

250 m THICK POLYTHENE

SHEETING

75mm THICK BLINDING

CONCRETE RAFT

12

52

50

SCALE 1:1

DETAIL OF SEALING SLOTS TYPE C

205 2020

25

1St PLACED CONCRETE 2ND PLACED CONCRETE

A CONTRACTOR SHALL ENSURE

A PERFECTLY STRAIGHT LINE

ALONG THE EDGE OF THE PRIMER

CONCRETE SURFACE TO BE PAINTED

WITH 3 COATS PRIMER AND TO 20mm

EITHER SIDE OF SLOTS AS SHOWN

SLOT A TO BE SEALED WITH

"PLASTIC" GRADE A1

SLOT C TO BE SEALED WITH "COLPOR

200" OR EQUAL APPROVED

CONSTRUCTION JOINT 75mm

ABOVE TOP OF FOOTING

230mm REARGUARD

WATERSTOP

PARTIAL CONTRACTION JOINTS IN

WALL AND FOOTING

1:25

JUNCTION OF 230mm DUMBELL

AND 230mm REARGUARD

WATERSTOPS 200mm ABOVE

UNDERSIDE OF FOOTING

75mm THICK

BLINDING CONCRETE

NO-FINES

CONCRETE

200mm FLOOR SLAB

POLYTHENE SHEETING

SEALING SLOT TYPE B

MOVEMENT &

CONSTRUCTION JOINT

CONSTRUCTION JOINT

APRON SLAB

300

1500

10

0

200

500

DRAIN CHANNEL

PREFABRICATED WATER STOPS

LOCATION PLAN

1:200

T1T1

T1

T1

T1T1

T1

T1

T1 T1

T6 T6

T6

T6

T5T5

T1

T7

DESIGN CHECKED BY

DRAWN BY

DISCIPLINE


DRAWING TITLE





DESIGNED BY

DRAWING CHECKED BY

CONSULTANT APPROVAL

NAME DATESIGNATURE

FOR CLIENT DATE

NUMBER

COPYRIGHT RESERVED

SML PROJ. No

SML DRAWING NUMBER


A1

A=AS BUILT


C=CONSTRUCTION

T=TENDERP=PLANNING


SML-060 001 T 00


WATER

012/7a


C.S

L.T

T.R

C.S

KSM

TEL: (015) 290 2077

FAX: (086) 613 9626



29 Ismini Avenue

Ismini Office Park


Bendor Ext 110

Polokwane

0699 TEL (015) 298 8826

FAX (015) 298 8241


P.O.BOX 111

POLOKWANE

0700

3ML RESERVOIR

A1

7A OF 8

T1

T1

T1

T1 T1

T1T1

T5T5

T5

T5

T1

T5T5

T1

ROOF JOINTS - DETAILS

STEEL FLOAT FINISH

TO TOP OF WALL

3 LAYERS OF MALTHOID

ATTACHED TO FIRST

PLACED CONCRETE BY

APPROVED ADHESIVE

JOINT IN ROOF SLAB

1:10

SEALING SLOT

TYPE A

200mm WIDE GALVANISED STEEL

SHEETS SHOT FIRED INTO

REINFORCEMENT CONCRETE

SLAB OVER JOINT

ROOF SLAB REINFORCEMENT

TO BE CONTINUOUS

THROUGH JOINT

AGGREGATE TO BE

EXPOSED ON FIRST

PLACED CONCRETE

TO REMOVE LATENCE

43

0

200

40

20

0

ROOF / WALL DETAIL 1

1:10

TOP OF PARAPET WALL

20 x 20 CHAMFER

TO BOTH EDGES

OF PARAPET WALL

75mm THICK LAYER OF

19mm WASHED CRUSHER


230 THICK ROOF

SLAB TO FALLS

40

40

40

40

SCALE 1:1

DETAIL OF SEALING SLOTS TYPE A

205 2020

25

1St PLACED CONCRETE 2ND PLACED CONCRETE

JOINT

A CONTRACTOR SHALL ENSURE

A PERFECTLY STRAIGHT LINE

ALONG THE EDGE OF THE PRIMER

CONCRETE SURFACE TO BE PAINTED

WITH 3 COATS PRIMER AND TO 20mm

EITHER SIDE OF SLOTS AS SHOWN

SLOT A TO BE SEALED WITH

"PLASTIC" GRADE A1

SLOT C TO BE SEALED WITH "COLPOR

200" OR EQUAL APPROVED

400 THICK WALL

20

02

30

SCALE 1:200

ROOF LAYOUT

CONSTRUCTION JOINT

DESIGN CHECKED BY

DRAWN BY

DISCIPLINE


DRAWING TITLE





DESIGNED BY

DRAWING CHECKED BY

CONSULTANT APPROVAL

NAME DATESIGNATURE

FOR CLIENT DATE

NUMBER

COPYRIGHT RESERVED

SML PROJ. No

SML DRAWING NUMBER


A1

A=AS BUILT


C=CONSTRUCTION

T=TENDERP=PLANNING


SML-060 001 T 00


WATER

012/7b


C.S

L.T

T.R

C.S

KSM

TEL: (015) 290 2077

FAX: (086) 613 9626



29 Ismini Avenue

Ismini Office Park


Bendor Ext 110

Polokwane

0699 TEL (015) 298 8826

FAX (015) 298 8241


P.O.BOX 111

POLOKWANE

0700

3ML RESERVOIR

A1

7B / 8

1. 20mm GAP TO BE PROVIDED BETWEEN PLAIN ENDED PIPES AT

ALL VIKING JOHNSON COUPLINGS AND VIKING JOHNSON

ADAPTORS.

2. CONTRACTOR TO ENSURE THAT THE BOLT HOLES ON ALL

FITTINGS OF PIPES TO BE CAST INTO CONCRETE SHALL BE

ORIENTATED TO ALLOW ACCURATE ALIGNMENT OF

ADDITIONAL PIPES AND FITTINGS INSTALLED LATER.

3. CONTRACTOR TO CHECK THE CALCULATED DIMENSIONS OF

ALL PIPES AND FITTINGS BEFORE PLACING ORDER.

4. 2.5mm ALLOWANCE MADE AT ALL FLANGED JOINTS.

NOTES:

1. NOMENCLATURE:

D.FL = FLANGED BOTH ENDS

P/E = PLAIN ENDED BOTH ENDS

FL & P/E = FLANGED ONE END, PLAIN ENDED

OTHER END

SP & SO = SPIGOT ONE END, SOCKET

ENDED OTHER END

SS = STAINLESS STEEL PIPE / FITTING

CI = CAST IRON PIPE / FITTING

C/F = CENTRE TO FACE

2. ALL VIKING JOHNSON COUPLINGS SUPPLIED WITHOUT CENTRAL REGISTER.

NOTES:

3000

7001468

1400

250

400

200

200

15

0

500 150400150

250

20

01

60

0

50

0

200

1500 302 200

20

01

60

02

00

25

5

95

0

30

80

75

0

BENCHING CONCRETE.

500

17

20

30

0

PLAN OF CHAMBER CONTAINING 300 DIAMETER OVERFLOW,

300 DIAMETER OUTLET, 150 DIAMETER SCOUR

SCALE 1:25

PLAN OF 450 DIAMETER INLET PIPE

SCALE 1:25

GALVANISED MALLEABLE CAST

IRONS AT 300 STAGGERED

CENTRES BOTH WAYS (SEE

TYPICAL DETAILS)

GALVANISED MALLEABLE CAST IRON

STEP IRONS AT 300 STAGGERED

CENTRES BOTH WAYS

500X500 MANHOLE 100 DEEP

RECESS IN CONCRETE FLOOR.

C OF RESERVOIR

L

C OF RESERVOIR

L

60

0

OP

EN

IN

G

600

OPENING

PLAIN END

OF PIPE

450Ø SPIGOT & SOCKET

CLASS 100D CONCRETE PIPE

150mmØ SCOUR DRAIN

VENTILATED COVER

STOPCOCK

ACCESS BOX

MANHOLE TO BE BENCHED IN 25

MPa CONCRETE AND LAID TO

FALL TOWARD STORMWATER PIPE

(1:10 FALL) GRANOLITHIC

SURFACE FINISHED SMOOTH &

TRUE USING A STEEL TROWEL.

500Ø (OD) uPVC CLASS 12 OUTLET

PIPE TO CONNECT TO

RESERVOIR / SUMP

-

A

VENTILATED COVER

60

0

OP

EN

IN

G

600

OPENING

OVERFLOW PIPE

SCHEDULE OF PIPES AND FITTINGS TO WATER RESERVOIR

DN450, PN10/161INLET1

DESCRIPTIONNo. OFFLOCATIONMARK

S/S ELBOW 90°, 1.4301. DN150 FLANGED BOTH ENDS, PN 10/161INLET2

1INLET3

1INLET4

DCI ELBOW 90°, DN150, FLANGED BOTH ENDS, PN10/162INLET/SCOUR5

1INLET6

GATE VALVE DN150, PN10/162INLET/SCOUR7

DISMANTLING JOINT, DN150, 161INLET8

1INLET9

111

DCI ELBOW 90°, DN300, FLANGED BOTH ENDS, PN10112

DCI PIPE, DN300, FLANGED BOTH ENDS, PN10, 2350 LONG113

GATE VALVE, DN300, PN10114

UNI-FLANGE, DN300, PN101OUTLET16 1

DCI PIPE, DN300, FLANGED ONE END, SPIGOT OTHER END, PN10, 900 LONG117

S/S GRID, 1.4301,694x694, 258 HIGH118

119

S/SPIPE, 1.4301, DN300, (323.9x4.0) FLANGED BOTH ENDS, PN10,3000 LONG120

1OVERFLOW21

122

123

124

125

126

127

128

OUTLET

-

OVERFLOW

OVERFLOW

OVERFLOW

OVERFLOW

OVERFLOW

SCOUR

SCOUR

SCOUR

-

S/S REDUCER, 1.4301, DN300/200, PN10, FACE TO FACE DIMENSION 337

"FLOATING: STREET COVER 150 HIGH

TELESCOPIC SPINDLE WITH BEARING ARM

UNI-FLANGE DN150, PN10/16

1INLET10

115

S/S PIPE, 1.4301, DN150, (168.3x3.2) FLANGED BOTH ENDS 2938 LONG

DCI PIPE, DN150, FLANGED BOTH ENDS, PN10/16,1400 LONG, WITH

PUDDLE FLANGE 298 FROM END

DCI PIPE, DN150, FLANGED ONE END, SPIGOT OTHER END, PN10/16, 900 LONG

S/S FLANGED BELLMOUTH, 1.4301. DN300, PN10, 484 LONG, OPENING

DIAMETER 480, WITH PUDDLE FLANGE 2123 FROM FLANGED END.

DISMANTLING JOINT, DN300, PN10

S/S PIPE, 1.4301, DN500 (323x4.0) FLANGED ONE END, PN10,

OTHER END WITH BELMOUTH OPENING Ø 508, FACE TO FACE

DIMENSION 2600 LONG

S/S PIPE, 1.4301, DN500, (219.1x3.6) FLANGED BOTH ENDS PN10,

830 LONG WITH PUDDLE FLANGE 451 FROM END

DCI ELBOW 90°, DN200, FLANGED BOTH ENDS, PN10

DCI PIPE, DN200, FLANGED ONE END, SPIGOT OTHER END, PN10, 1275 LONG

S/S PIPE, 1.4301, DN150, (168.3x3.2) FLANGED ONE END, SPIGOT

OTHER END, PN10/16, 262 LONG

DCI PIPE, DN150, FLANGED BOTH ENDS, PN10/16, 2500 LONG

129 -

DCI FLANGED BELMOUTH, DN150, PN10/16,

OUTLET

OUTLET

OUTLET

OUTLET

OUTLET

S/S PIPE, 1.4301, DN150, (168.3x3.2) FLANGED BOTH ENDS, PN10/16,

1250 LONG WITH PUDDLE FLANGE 383 FROM END

55

04

00

14

82

30

0

51

0

19

80

OVERFLOW PIPE - DETAILS

20

00

20

0

TO BE PLACED AT 2700

INTERVALS ABOVE FOOTING

PIPE WALL BRACKETS


TOP OF FOOTING

XXX.XXX

19

20

REINFORCED CONCRETE WALLS

400 mm THICK 35 MPa

SCHEDULE OF PIPE FITTINGS

REFER TO TABLE FOR

TOP OF

OVERFLOW

DRAIN XXX.XXXWATER LEVEL

XXX.XXX

XXX.XXX

ROOF SOFFIT

400450

20

0

XXX.XXX

XXX.XXX

XXX.XXX

75 THICK 15 Mpa CONCRETE BLINDING

LAYER BELOW MANHOLE

XXX.XXX

50mm FALL

XXX.XXX

1980 150

1600200 200

100

3163 750

GALVANISED MALLEABLE CAST IRON

STEP IRONS AT 300mm STAGGERED

STAGGERED CENTRES BOTH WAYS

200 THICK 35 Mpa REINFORCED

CONCRETE WALLS AND BASE SLAB

25 Mpa CONRETE BENCHING LAID TO A

1:10 SLOPE WITH GRANOLITHIC SURFACE

FINISHED SMOOTH AND TRUE USING A

STEEL TROWEL

A

-

SECTION

SCALE 1:25

(OVERFLOW PIPEWORK)

44

00

41

00

30

0

60

0

600

510

500

20 Mpa MASS

CONCRETE PIPE

THICKENING UNDER

FOOTING

DESIGN CHECKED BY

DRAWN BY

DISCIPLINE


DRAWING TITLE





DESIGNED BY

DRAWING CHECKED BY

CONSULTANT APPROVAL

NAME DATESIGNATURE

FOR CLIENT DATE

NUMBER

COPYRIGHT RESERVED

SML PROJ. No

SML DRAWING NUMBER


A1

A=AS BUILT


C=CONSTRUCTION

T=TENDERP=PLANNING


SML-060 001 T 00


WATER

012/8


C.S

L.T

T.R

C.S

KSM

TEL: (015) 290 2077

FAX: (086) 613 9626



29 Ismini Avenue

Ismini Office Park


Bendor Ext 110

Polokwane

0699 TEL (015) 298 8826

FAX (015) 298 8241


P.O.BOX 111

POLOKWANE

0700

3ML RESERVOIR

A1

8 / 8

PLAN B-B

PLAN A-A

1000

1000

250 1000

250

1500

O

H

P

DETAIL 4 (Q)

DETAIL 3

K

J

DETAIL 4

50

250

40

150

30

140

30

H

O

T

P

S

DETAIL 1

H

76

80

100

70

6

S

40

L

R

F

S

L

S

H

S

K

L

DETAIL 4

PLAN

75

VIEW

L

K

S

K

H

TO DRAINAGE CHANNEL ON GROUND.

SCHEDULE OF MATERIALS

G 75 mm Ø GALVANISED MILD STEEL DRAIN PIPE.

A INLET PIPE SUPPLIED WITH 50 mm Ø EQUILIBRIUM

FLOAT VALVE OR ELECTRONIC PUMP SWITCH TO

REGULATE WATER LEVEL IN TANK.

ITEM

B 10 000 LITRE WATER TANK, COMPLETE WITH LID AND

ACCESS HATCH.

C 50 mm Ø GALVANISED MILD STEEL SUPPLY PIPE.

D 50 mm Ø GALVANISED MILD STEEL OVERFLOW PIPE

E 230 X 38 mm TREATED S.A. PINE PLATFORM.

F 230 X 76 mm TREATED S.A. PINE PLATFORM BEARER

BEAM.

H 76 mm Ø X 3,2 mm WALL THICKNESS MILD STEEL PIPE

COLUMN.

J 125 mm Ø X 76 mm LONG MILD STEEL BRACING RING.

K 10 mm Ø MILD STEEL BRACING ROD WITH ONE END

THREADED AND A WELDED EYEBOLT.

L 42 mm Ø X 2.6 mm WALL THICKNESS MILD STEEL PIPE

BRACE.

M 50 mm Ø IN-LINE VALVE ON SUPPLY PIPE.

N 75 mm Ø IN-LINE VALVE ON DRAIN PIPE.

O CLASS 15/38 CONCRETE BASE.

P 200 X 200 X 6 mm THICK MILD STEEL BASE PLATE


Q 42 mm Ø X 2.6 mm WALL THICKNESS MILD STEEL

HORIZONTAL CROSS BRACING AT LEVEL 2 AND 4.

R 6 mm THICK MILD STEEL CLAMP ( 100 mm LONG)


S 10 mm Ø MILD STEEL BOLT WITH WASHER NUT AND

LOCK NUT IN 12 mm Ø BOLT HOLE.

T 10 mm Ø MILD STEEL HOLD DOWN BOLT WITH

WASHER NUT AND LOCK NUT

K

R

F

J

H

G

E

D

B

C

40

230

38

2300

DETAIL 1

DETAIL 3

(MEASURED SEPARATELY)

DISCHARGE LINE

P

O

N

P

L

VIEW

A

(MEASURED SEPARATELY)

SUPPLY LINE

M

40

300

1000

1000

1000

6080

1000

1000

1000

ALL DIMENSIONS ARE INDICATED IN MILLIMETRES AND MUST

BE CONTROLLED ON SITE. THIS DRAWING MUST NOT BE

SCALED. ONLY FIGURED DIMENSIONS MAY BE USED.

NOTES:

1. STORM WATER DRAINAGE AND SEWERAGE SEE CIVIL

ENGINEERS SITE WORKS DRAWINGS.

2. FLOOR LEVELS TO BE DETERMINED BY ENGINEER'S

PLATFORM LEVELS

3. SEE ENGINEER'S DRAWINGS FOR EXPANSION JOINTS

AND DETAILS.

4. ALL FACE BRICKS TO BE SABS 227 APPROVED FOR

DESIGNATION FBS (FACE BRICK STANDARD). COLOUR TO

MATCH EXISTING.

5. WALKWAYS OF CLASSROOM BLOCKS TO BE MINIMUM

2-BRICK COURSES ABOVE GROUND LEVEL.

6. INTERNAL AREAS (CLASSROOMS, OFFICES ETC) TO BE

MINIMUM 3-BRICK COURSES ABOVE GROUND LEVEL. 6.

DRINKING FOUNTAINS TO BE PLACED ON TOP OF A

CONCRETE CHANNEL..

7. PROVIDE ONE EXTRA SINGLE GATE IN ONE OF THE

OTHER FENCES NEXT TO A STREET

8. SETT-OUT NEW BUILDINGS RELATIVE TO BOUNDARIES

9. DEPT. HEAD / OFFICE CAN BE INTERCHANGED WITH

STOREROOM AS REQUIRED

U MESH WIRE REF:888

U

U

50

DESIGN CHECKED BY

DRAWN BY

DISCIPLINE


DRAWING TITLE

STATUSDATE





DESIGNED BY

DRAWING CHECKED BY

CONSULTANT APPROVAL

NAMEDATE

SIGNATURE

. . . .

. . . .

. . . .

. . . .

. . . .

. . . .

. . . .

. . . .

. . . .

. . . .

. .

. .

. .

. .

. .

. .

. .

. .

FOR CLIENT DATE

NUMBER

COPYRIGHT RESERVED

SML PROJ. No

SML DRAWING NUMBER


A3

A=AS BUILT


C=CONSTRUCTION

T=TENDERP=PLANNING


1 OF 1

SML-060 001 T 00


WATER

ELEVATED STORAGE TANK DETAILS

013


KES

MAM

KES

KSM

KSM

TEL: (015) 290 2077

FAX: (086) 613 9626



29 Ismini Avenue

Ismini Office Park


Bendor Ext 110

Polokwane

0699

TEL (015) 298 8826

FAX (015) 298 8241


P.O.BOX 111

POLOKWANE

0700


TEL: (015) 298- 8826

100

BREAK-AWAY HOLES

DETERMINATION OF

(mm) (mm)

POLE DIA HOLE DIA

201 - 225 65

171 - 200 50

141 - 170 40

< 140 NONE

1

D

B

B

1

1

*

*

1

1

1

3

D

32 x 32 x 2mm

HV

AR

IE

S

*

H/2-130

H/2+

130

*

M

i

n

1

0

0

0

40 Min

*

30|

GALVANISED BOLT

SUPPORT POST

100

200

300

(T

AB

LE

1)

D

200

B=Dia

300

D/2

1:5 SLOPE

GRAVEL LAYER

ERECTION BRACKET)

OR U-BOLT (AT EVERY

M10 GALVANISED BOLT

TIMBER POST

*

1

[

350

A A

300

225

100

30x30x5mm

[ 12

32 x 32 x 2mm

300

SECTION A-A

D SECTION STEEL POST 100mm x 4mm - 1000mm 1450mm

TIMBER POST 180mm - 1000mm 1450mm

TIMBER POST AND STAY 80mm 80mm 600mm 850mm

TYPE OF POST UPRIGHT STAY D B(DIA)

ERECTION DETAILS

TABLE 1: DETERMINATION OF POSTS & FOOTINGS

32 x 32 x 2mm

32

32

2812

70314061406703

BB

4218

140614061406

635

610

602

627

2474

REAR SIDE BRACING


FAX: (015) 298-8241

FRONT ELEVATION

NOTES:

EMBLEM:

1. ALL EMBLEMS TO BE DISPLAYED IN FULL COLOUR ON A SEMI-MATT BACKGROUND.

LETTERS AND NUMBERS:

2. DESCRIPTION : MATT-BLACK, SERIES DIN B LETTERS AND NUMBERS ON A SEMI-MATT

SMOKE-GREY BACKGROUND.

BORDERS:

3. BORDER : GREEN NON-REFLECTORIZED.

QUANTITY:

4. TWO SIGN BOARDS, SHALL BE ERECTED AT POSITIONS AS DETERMINED BY THE ENGINEER.

DESCRIPTION:

5. DESCRIPTION OF WORK (NUMBER OF KILOMETRES AND TYPE OF WORK, eg."13,5km

RECONSTRUCTION OF ROAD 1974." DESCRIPTION STARTS CENTERED ON THE LEFT-HAND

SIDE AND THE FIRST 105mm-DIMENSION BELOW "NORTHERN" 6. SAFCEC EMBLEM ONLY IF

CONTRACTOR IS A MEMBER OTHERWISE BLANK.

300x32x32x2mm

ERECTION BRACKET

SQUARE TUBING

M10 BOLTS GRADE 4.0

AT250C/C MAX.30 x 30 x 5mm

SLOTS TO BE PROVIDED AS

ALTERNATIVE FOR ATTACHMENT

WITH U-BOLTS WHEN REQUIRED

BY ENGINEER

TIMBER POST

M10 GALVANISED

U-BOLT

30 x 30 x 5mm

SECTION B-B

(AT JOINT OF SIGN)

SECTION A-A

(WITH U-BOLT)

ELEVATION OF

ERECTION BRACKET

FIXING DETAIL FOR SIGN BOARDS

SIDE

ELEVATION

1,4mm THICK STEEL PLATE.

"ISCOR CROMADEK" OR

SIMILAR

ó FOR 5mm RIVETS

TYPICAL

(TOP OF POST)

1

:5

M

A

X

. S

L

O

P

E

ó FOR 5mm RIVETS

32 x 32 x 2mm

M10 GALVANISED

BOLT

BREAK-AWAY

HOLES

SOILCRETE (OR AS

REQUIRED BY

ENGINEER)

12mm [ DOWEL

300mm LONG

THROUGH POST

* REFER TO TABLE No 1

FOR DIMENSIONS

CAST SOILCRETE AGAINST

NATURAL GROUND

SIDE ELEVATION OF

ROAD SIGN

BREAK-AWAY

HOLES

BREAK-AWAY

HOLES

SEBAYENG/DIKGALE

REGIONAL WATER SCHEME

CONSULTING ENGINEERS:

BID NUMBER : PM05/2017

60°

(REGISTERED NAME)

(NUMBER)

CONTRACT PERIOD:

35

2474

35

468

468

1428

35

35

4218

35

20

20

2568

20

1560

DESIGN CHECKED BY

DRAWN BY

DISCIPLINE


DRAWING TITLE



1. THE MASTER OF THIS DRAWING IS HELD AT


DESIGNED BY

DRAWING CHECKED BY

CONSULTANT APPROVAL

NAME DATESIGNATURE

. . . .

. . . .

. . . .

. . . .

. . . .

. . . .

. . . .

. . . .

. . . .

. .

. .

. .

. .

. .

. .

. .

. .

. .

. .

. .

. .

FOR CLIENT DATE

NUMBER

COPYRIGHT RESERVED

SML PROJ. No

SML DRAWING NUMBER


A3

A=AS BUILT


C=CONSTRUCTION

T=TENDERP=PLANNING


1 OF 1

SML-060 001 T 00

WATER

KES

KSM

MAM

KSM

SIGN BOARD DETAILS

014

AND BEARS THE ORIGINAL SIGNATURE OF

THE SML PROJECTS AT POLOKWANE OFFICE

APPROVAL

NTS


29 Ismini Avenue

Ismini Office Park


Bendor Ext 110

Polokwane

0699

TEL (015) 298 8826

FAX (015) 298 8241

TEL: (015) 290 2077

FAX: (086) 613 9626



P.O.BOX 111

POLOKWANE

0700

SEBAYENG/DIKGALE REGIONAL WATER

SCHEME

MAY 2017

T 00 FOR TENDER

. . .

. . . .

. . . .

Documents

LIST OF DRAWINGS PIPE BEDDING DETAILS VALVE …€¦ · · 2017-06-09design checked by drawn by ... 1000 id precast concrete manhole shaft 45° upvc bend upvc pipe piece ci type