COPYRIGHT RESERVED:- NO USE NOR REPRODUCTION NOR DUPLICATION THERE OF MAY OCCUR WITHOUT THE WRITTEN CONSENT OF THE COMPANY.
AMENDMENTS No.
BY
DATE
DESCRIPTION
81500
NOTES
REFERENCE DRAWINGS
79300
PLAN Nr.
DESCRIPTION
PRINT ISSUED ON DRAWING STATUS
PRELIMINARY DESIGN
CLIENT
RUSTENBURG PostNet Suite 4105 Private BagX 82323 Rustenburg 0300 Tel: (014) 592-8504 Volp (087) 150 9392 e-mail: info@mwbgroup.net
GATE
DESIGN A M JORDAAN
DATE
SURVEYED P MOTSHABA
DATE
DRAWN MN QUNTA
DATE
CHECKED DATE T.I. HUMAN PR Eng
Design Engineer : A M JORDAAN Pr Engineer No. : 890088 SIGNATURE
DATE
PROJECT
PILANESBERG SOUTH BULK WATER SUPPLY – PHASE 3 SUB-SCHEME: MAFENYA KGETLENGRIVIER
Reservior Fence Layout 1 : 200
DRAWING TITLE
SECTION D 3 Ml RESERVOIRS AT DERBY FENCE LAYOUT
Reservior Model
SCALE:
AS SHOWN ON DRAWING
PROJECT No.
20034
DRAWING No.
D3 - RES - 01
2020/10/09 11:36:13
COPYRIGHT RESERVED:- NO USE NOR REPRODUCTION NOR DUPLICATION THERE OF MAY OCCUR WITHOUT THE WRITTEN CONSENT OF THE COMPANY.
AMENDMENTS No.
BY
DATE
DESCRIPTION
150x150x4mm SQ HOLLOW SECTION GATE POST WITH 150x150mm CAP PLATE DETAIL 1 150x80x2mm RECT HOLLOW SECTION SUPPORT BRACKET
3300
HEAVY DUTY GATE ROLLERS
50
200
40x60x2mm RECT HOLLOW SECTION GATE FRAME BOTTOM BENDING: 30°
2400
1900
2400
NOTES
3000
115
50
FLAT BAR: 60x4.0x2400
200
200
DETAIL 2 5x250x250 BASE PLATE
300
2700
500
500 5x250x250 BASE PLATE
BOTTOM BENDING: 30°
300
C POST: 60x80x2.0x2400
REFERENCE DRAWINGS PLAN Nr.
300
DESCRIPTION
200
3000 ∅ 10mm RODS-100mm LONG @ 0.5m ¢/¢ WELDED TO L-50x50x5mm ANGLE IRON RUNNER
Gate Detail Layout
25 MPa CONCRETE FLOOR SLAB
MESH 395 PLACED IN THE CENTRE GATE POST FOOTING LINE
300
1 : 25
PRINT ISSUED ON
300
300 DRAWING STATUS
Gate Detail Section A-A
Typical Fence Detail
1 : 20
3300
PRELIMINARY DESIGN
CLIENT
1 : 25
300
150x150x4mm SQ HOLLOW SECTION GATE POST WITH 150x150mm CAP PLATE
A
200
456
150x80x2mm RECT HOLLOW SECTION SUPPORT BRACKET
HEAVY DUTY GATE ROLLERS
RUSTENBURG
A
Gate Detail 1
STEEL GATE
Gate Detail Plan
PostNet Suite 4105 Private BagX 82323 Rustenburg 0300 Tel: (014) 592-8504 Volp (087) 150 9392 e-mail: info@mwbgroup.net
1:5
STANDARD STEEL GATE ROLLER WHEEL
1 : 10
80
DESIGN A M JORDAAN
DATE
SURVEYED P MOTSHABA
DATE
DRAWN MN QUNTA
DATE
CHECKED DATE T.I. HUMAN PR Eng
Design Engineer : A M JORDAAN Pr Engineer No. : 890088
Ø 10mm RODS-100mm LONG @ 0.5m ¢/¢
SIGNATURE
DATE
80
WELDED TO L-50x50x5mm ANGLE IRON RUNNER 25 MPa CONCRETE FLOOR SLAB MESH 395 PLACED IN THE CENTRE PROJECT
76
Gate Detail 2 1:1
Post Detail 1:2
PILANESBERG SOUTH BULK WATER SUPPLY – PHASE 3 SUB-SCHEME: MAFENYA KGETLENGRIVIER
3
DRAWING TITLE
13
SECTION D 3 Ml RESERVOIRS AT DERBY GATE & FENCE DETAIL SHEET 1 4
Mesh Opening Detail 1:2
SCALE:
Fence Model
PROJECT No.
AS SHOWN ON DRAWING
20034
DRAWING No.
D3 - RES - 02
2020/10/08 16:23:27
COPYRIGHT RESERVED:- NO USE NOR REPRODUCTION NOR DUPLICATION THERE OF MAY OCCUR WITHOUT THE WRITTEN CONSENT OF THE COMPANY.
AMENDMENTS No.
PT
X
Y
PT
X
X
A1
4328.185
2866256.199
B1
4328.438
2866248.682
A2
4328.723
2866272.099
B2
4333.210
2866250.643
A3
4328.575
2866275.431
B3
4335.686
2866255.239
A4
4323.189
2866275.192
B4
4334.788
2866259.396
A5
4323.337
2866271.860
B5
4331.003
2866262.900
A6
4321.178
2866275.600
B6
4325.848
2866263.075
A7
4321.041
2866278.684
B7
4321.836
2866259.834
A8
4318.725
2866278.582
B8
4320.919
2866254.758
A9
4318.862
2866275.497
B9
4323.547
2866250.320
A10
4337.202
2866269.499
B10
4326.803
2866253.743
A11
4338.929
2866272.822
B11
4329.780
2866253.875
A12
4335.380
2866274.666
B12
4329.951
2866258.125
A13
4333.519
2866271.412
B13
4326.255
2866257.961
A14
4312.169
2866254.552
A15
4312.035
2866257.567
A16
4310.387
2866257.494
A17
4310.521
2866254.478
A18
4331.898
2866237.103
A19
4331.764
2866240.136
A20
4327.719
2866239.957
A21
4327.853
2866236.923
A22
4312.002
2866235.095
A23
4311.795
2866239.747
A24
4302.260
2866239.324
A25
4302.466
2866234.672
A26
4302.512
2866233.653
A27
4302.395
2866236.282
A28
4299.260
2866236.143
A29
4299.356
2866233.510
A11
A10
BY
DATE
DESCRIPTION
NOTES
A12
B3 B4 A13
B2 A18
REFERENCE DRAWINGS PLAN Nr.
A19 B12
B11
DESCRIPTION
B5 A2
A3
B1 A1 A20
A21
B10
B13
PRINT ISSUED ON B6 DRAWING STATUS
PRELIMINARY DESIGN
CLIENT
A5
A4
B9 B7 1613.00
A6
A7
A9
A8
1
B8
1612.00 RUSTENBURG
A14 A22
PostNet Suite 4105 Private BagX 82323 Rustenburg 0300 Tel: (014) 592-8504 Volp (087) 150 9392 e-mail: info@mwbgroup.net
A15
A23 1613.00 A17
A16
DESIGN A M JORDAAN
DATE
SURVEYED P MOTSHABA
DATE
DRAWN MN QUNTA
DATE
CHECKED DATE T.I. HUMAN PR Eng
Design Engineer : A M JORDAAN Pr Engineer No. : 890088 SIGNATURE
B S K p ta le g a N B m S 8 C 4 1 ltA u e . K . C E D $ L B O 3 0 . GOC $ E S L U O p o .T R $ E O a o m & G 2 .B $ L M S P D A T N IE K H
DATE
B S K OC p ta le g p lA tu e . K Go a N B m . C E D $ L B 3 8 4 a N o m C & E B G 1 S .0 2 $ S L U O K .T O R $ E O . C $ L M S P D A T N IE K H
E 1 0 N 9 2 4 G o -.K C P & S B 6 3 DT S N _ a 2 Y F n lg $ e C B D E A IM to rm 1 0 _ a N T 9 2 F n lg -E Y e D S to rm L M .T $ F P R C N ID 1 0 3 9 2 _ -E S Y 4 5 .$ L E O S U 1 tT a 0 o _ N b 9 6 cl2 -P .D T Y 2 a n lS F g N e _ s B S K 7 6 o N .a U 0 m rtC P 3 1 4 9 tro a lm 2 8 1 u se iN Dn a e ricu tb p yl(E 1 0 N 9 3 2 4 G o -6 .K C P & S B U 5 D mL 5 A 0 a e b 2 l)R _ T N D S 1 F Y n g $ C B E tro m IM u si8 1 0 _ a N 9 F n 2 lT g -E e Y D S rticu b p yo (m B K L M .T $ F P R C N I1 D 0 5 9 2 _ -E S ta o e b A lY 3 4 ) .$ L E O S U 6 _ T 1 F 0 Y N 9 ta 2 o b n -lcB u g e P sD K .D
B G S b U 4 0 2 .1 6 K 5 o 3 C 7 & E 9 8 1 3 7 e 5 n a 6 g r4 i_ A ltd o 0 b a n lte ru b _ 1 4 0 g d o .e $ L O _ d o u b lR N n ID G o .S K C 1 & 0 $ E L rR te O _ D U g l2 N B 5 I8 3 4 u p 6 7 9 u a p o rte _ g .l1 A 3 D 4 0 5 2 S
3 o 4 a 5 m 0 G rtC .P K n S d & E 9 M 1 B e u 7 N 8 b 6 A V h W 2 ckp sIzH Um a A 0 ,'1 4 o C tu rE _ lM 2 3 vi5 d sh 8 9 L T $ F P Ru tn yi.$ L E O S m e b U lp s2 7 0 ,'a r( .$ M D L 5 A 0 b o 2 th )ylriR O P T B u -b e lS a tK D .$ M S O F T P IM H .$ S O P U .$ T S E L A T .R N $ L ID C
E o 4 a m 0 rtC P n W 5 .2 1 6 7 3 -B 9 S K 8 d e sG iU & V ta n o rm _ 2 L g i5 D S sh M C u $ 1 0 A 3 e 9 P l G R .$ 2 B H IE F N n g a itD s_ C u o Z yrm S clP 0 5 -3 p e b ( .n $ IZ g F a iT E O 2 s_ S C K 0 5 L -1 4 )7 3 A R 9 O u -5 b e 0 l3 B 2 S K 1 .9 4 7 B C n S 0 g a i.1 2 _ o e scvrK 3 G 5 4 $ U 6 7 9 & E t8 m T O N a n isg ._ o $ e trcvL 3 l7 R m 6 1 C 9 2 ID A G .n a D e riu b l(6 9 1 5 0 2 4 P F $ E L OL 5 A 0 2 R )M .T $ F P DM S .$ A E U u -b e lB K .$ IP T Y S N
1612.00
l u 8 e .4 3 2 1 0 B S K p ta le g . K a N B m S . C E D $ L B O . GOC $ E S L U O 3 C 8 4 0 1 p o tlA e .T R $ E O a o m & B G .2 $ L M P S D T A N IE K H
PROJECT
l u 8 e .4 3 2 1 0 B S K . K . C E D $ L B OC p ta le g p tlA e Go a N B m .T O R $ E O 3 8 4 a N o m C & E B G 1 S .2 0 . C $ L M $ S S P D T A L U N IE K H O K
E T Y S B _ E N ta n o rm 1 0 _ a N 9 2 F n lg -E e D to rm 1 0 2 N 9 _ E -4 5 Y S tT a o _ b cE l 2 a n lg N e _ sD T F Y S E 1 0 N 9 2 4 G o -6 .K C P & S B 3 7 DT _ E Y S N IM D a 2 F n lg $ A e C B to rm N D T _ a 2 F Y n lg e S tE o rm ._ $ C L M T F P R N ID 1 0 3 9 2 -E S Y .$ L E O S U 1 0 N 9 6 2 _ -tT a o b cP l .D T a F n Y lg N e 2 _ S s B 1 N S K U 4 .0 9 o a m rtC P tro a lm u se 2 i8 N 1 Dn a e ricu b p l(tyE 1 0 N 9 3 2 4 G o -6 .K C P & S B U 5 D mL a e b 5 A l0 2 R )_ T N D S 1 F Y n g $ C B E tro m IM u si8 1 0 _ a N 9 F n 2 lT g -E e Y D S rticu b p yo (m B K L M .T $ F P R C N I1 D 0 5 9 2 _ -E S ta o e b A lY 3 4 ) .$ L E O S U 6 _ T 1 F 0 Y N 9 ta 2 o b n -lcB u g e P sD K .D
B G S b U 4 0 2 .1 6 K 5 o 3 C 7 & E 9 8 1 3 7 e 5 n a 6 g r4 i_ A ltd o 0 b a n lte ru b _ 1 4 0 g d o .e $ L O _ d o u b lR N n ID G o .S K C 1 & 0 $ E L rR te O _ D U g l2 N B 5 I8 3 4 u p 6 7 9 u a p o rte _ g .l1 A 3 D 4 0 5 2 S
3 o 4 a 5 m 0 G rtC .P K n S d & E 9 M 1 B e u 7 N 8 b 6 A V h W 2 ckp sIzH Um a A 0 ,'1 4 o C tu rE _ lM 2 3 vi5 d sh 8 9 L T $ F P Ru tn yi.$ L E O S m e b U lp s2 7 0 ,'a r( .$ M D L 5 A 0 b o 2 th )ylriR O P T B u -b e lS a tK D .$ M S O F T P IM H .$ S O P U .$ T S E L A T .R N $ L ID C
E o 4 a m 0 rtC P n W 5 .2 1 6 7 3 -B 9 S K 8 d e sG iU & V ta n o rm _ 2 L g i5 D S sh M C u $ 1 0 A 3 e 9 P l G R .$ 2 B H IE F N n g a itD s_ C u o Z yrm S clP 0 5 -3 p e b ( .n $ IZ g F a iT E O 2 s_ S C K 0 5 L -1 4 )7 3 A R 9 O B u -C 5 b n e 0 lS g a i3 2 .1 _ o scvrK G 4 $ U 6 7 9 & E t8 mT G .$ U a n isg _ o e trcvL 3 l7 R m O 6 1 C 9 N 2 ID A O N .n a D e riu b l(6 9 1 5 0 2 4 P F .$ E L O D 5 A 0 2 R ) L M .T $ F P R D u -b e lB S K M S .$ A E U .$ IP T Y S N
Pipe Schedule Reservoir A26
A25 A27
Item No.
A24
Qty 1
A29
A28
1
Reservior Site Layout 1 : 100
1
Description Ø 200mm FLANGED PIPE MILD STEEL 304 FLANGES TO TABLE 1000/3 PN 10 FLAT FACED. uPVC Pipe
Image
PILANESBERG SOUTH BULK WATER SUPPLY – PHASE 3 SUB-SCHEME: MAFENYA KGETLENGRIVIER DRAWING TITLE
SECTION D 3 Ml RESERVOIRS AT DERBY RESERVOIR & P/S LAYOUT WITH SETTING OUT SCHEDULES SCALE: PROJECT No.
AS SHOWN ON DRAWING
20034
DRAWING No.
D3 - RES - 03
2020/10/08 16:11:58
COPYRIGHT RESERVED:- NO USE NOR REPRODUCTION NOR DUPLICATION THERE OF MAY OCCUR WITHOUT THE WRITTEN CONSENT OF THE COMPANY.
AMENDMENTS No.
BY
DATE
DESCRIPTION
NOTES
1 RES 05
REFERENCE DRAWINGS
R=7300
NS CO TI UC TR
JO IN T
PLAN Nr.
O
TR U CT IO N
3957
N
507 6
C O NS
T IN JO
m 0m 20
m 0m 20
OW FL ER OV
DESCRIPTION
R OU SC
PRINT ISSUED ON
4187
DRAWING STATUS
PRELIMINARY DESIGN
CLIENT
200mm INLET
12880
47
0
0 85 10
77
1200 0
RUSTENBURG
O
1 18 50
TI UC TR
150mm FLOW METER
PostNet Suite 4105 Private BagX 82323 Rustenburg 0300 Tel: (014) 592-8504 Volp (087) 150 9392 e-mail: info@mwbgroup.net
N
300mm COLUMN
T IN JO
TR U CT IO N
200mm INLET
NS CO
JO IN T
8 123
C O NS
200mm OUTLET TO PUMP STATION
R=2675
DESIGN A M JORDAAN
DATE
SURVEYED P MOTSHABA
DATE
DRAWN MN QUNTA
DATE
CHECKED DATE T.I. HUMAN PR Eng
Design Engineer : A M JORDAAN Pr Engineer No. : 890088 SIGNATURE
DATE
PROJECT
200mm FUTURE OUTLET
PILANESBERG SOUTH BULK WATER SUPPLY – PHASE 3 SUB-SCHEME: MAFENYA KGETLENGRIVIER DRAWING TITLE
1 RES 05
Reservior Layout 1 : 75
SECTION D 3 Ml RESERVOIRS AT DERBY RESERVOIR LAYOUT SCALE:
AS SHOWN ON DRAWING
PROJECT No.
20034
DRAWING No.
D3 - RES - 04
2020/10/08 16:40:27
COPYRIGHT RESERVED:- NO USE NOR REPRODUCTION NOR DUPLICATION THERE OF MAY OCCUR WITHOUT THE WRITTEN CONSENT OF THE COMPANY.
AMENDMENTS No.
BY
DATE
DESCRIPTION
2 RES 07
380
12000
12000 FALL
380
FALL
NOTES
WALL JOINT WALL JOINT
6900
WALL JOINT
1200
WALL JOINT
1250
WALL JOINT
575
1613.00 1612.00
2
REFERENCE DRAWINGS
2
RES 07
PLAN Nr.
RES 09
DESCRIPTION
Reservior Section 1 : 100 NOTE: PIPE CONNECTIONS TO BE WELDED
200
230
(4X) 50mm STAINLESS STEEL DRAIN PIPE
200
∅ 100 mm 90° MILD STEEL BEND (3 mm WALL THICKNESS)
200 200
∅ 100 mm MILD STEEL PIPE (3 mm WALL THICKNESS)
DRAWING STATUS
PRELIMINARY DESIGN
CLIENT
400
3 mm PERFORATED STEEL PLATE. SEE DETAIL
PRINT ISSUED ON
250
FLANGE 5 mm THICK 2 LAYERS OF 3 PLY MALTHOID
Construction Joint in Wall
380
1 : 10
370
Air Vent Section View
Top of Wall Detail
25
1 : 10
1 : 10
20
30
200
180 OUTSIDE
250
JOINT PVC DUMBELL 200mm ABE OR SIMILAIR APPROVED INSIDE
150
∅ 100 mm 90° MILD STEEL BEND (3 mm WALL THICKNESS)
19mm CRUSHED STONE - 100mm THICK ONTO RESERVOIR ROOF SLAB
5
150
190
RUSTENBURG
PostNet Suite 4105 Private BagX 82323 Rustenburg 0300 Tel: (014) 592-8504 Volp (087) 150 9392 e-mail: info@mwbgroup.net
SIKAFLEX PRO-3 WF BOND BREAKER
250
230 "REARGUARD EXTEND HD (PVC/EXHD) WATER STOP"
150
NO FINES CONCRETE
DATE DATE
DRAWN MN QUNTA
DATE
CHECKED DATE T.I. HUMAN PR Eng
Design Engineer : A M JORDAAN Pr Engineer No. : 890088
75mm BLINDING LAYER
SIGNATURE
Typical Floor Slab Joint
DATE
PROJECT
1 : 10 AT LEAST 17 HOLES OF 8 mm DIAMETER EACH
10 50
HORIZONTAL POLYURETHANE JOINT SEALER
500
38 18
75
10mm SOFTBOARD OR JOINTER
50
30 MPa CONCRETE
EXPANSION JOINT FOR STORMWATER CHANNEL
RESERVOIR FOUNDATION
Section A-A 1:5
MESH No. (300mm MIN. OVERLAP)
PILANESBERG SOUTH BULK WATER SUPPLY – PHASE 3 SUB-SCHEME: MAFENYA KGETLENGRIVIER DRAWING TITLE
130
10
DESIGN A M JORDAAN SURVEYED P MOTSHABA
SECTION D 3 Ml RESERVOIRS AT DERBY SECTION & TYPICAL DETAILS
2x250µm HDPE LAYERS
Perforated Steel Plate Detail 1 : 10 SCALE:
PROJECT No.
AS SHOWN ON DRAWING
20034
DRAWING No.
D3 - RES - 05
2020/10/08 16:12:11
COPYRIGHT RESERVED:- NO USE NOR REPRODUCTION NOR DUPLICATION THERE OF MAY OCCUR WITHOUT THE WRITTEN CONSENT OF THE COMPANY.
AMENDMENTS No.
BY
DATE
DESCRIPTION
380
NOTES
230 "REARGUARD EXTEND HD (PVC/EXHD) WATER STOP" 30MPa CONCRETE
1000
220
500
DETAIL A
150mm NO FINES CONCRETE
2.5m - 50mm ∅ STAINLESS STEEL DRAIN PIPE
1613.000
REFERENCE DRAWINGS
150
75
75mm BLINDING LAYER
575
600
200
2x250µm PVC LAYERS
250
150
500
DESCRIPTION
150
150
150
PLAN Nr.
NGL
Foundation Detail
150 mm PLATFORM LAYER WORKS G5 MATERIAL COMPACTED TO 95% MOD AASHTO DENSITY
1612.000
PRINT ISSUED ON
1 : 15
DRAWING STATUS
PRELIMINARY DESIGN
250
CLIENT
RUSTENBURG
PostNet Suite 4105 Private BagX 82323 Rustenburg 0300 Tel: (014) 592-8504 Volp (087) 150 9392 e-mail: info@mwbgroup.net
230 "REARGUARD EXTEND HD (PVC/EXHD) WATER STOP"
500
250
150
2x250µm PVC LAYERS
∅ 300mm COLUMN
DESIGN A M JORDAAN
DATE
SURVEYED P MOTSHABA
DATE
DRAWN MN QUNTA
DATE
CHECKED DATE T.I. HUMAN PR Eng
Design Engineer : A M JORDAAN Pr Engineer No. : 890088 DATE
150
SIGNATURE
PROJECT
150mm NO FINES CONCRETE
50 150
250
75mm BLINDING LAYER
75mm BLINDING LAYER
150 mm PLATFORM LAYER WORKS G5 MATERIAL COMPACTED TO 95% MOD AASHTO DENSITY
250mm NO FINES CONCRETE 30MPa CONCRETE 2x250µm PVC LAYERS
Foundation Detail A 1 : 10
PILANESBERG SOUTH BULK WATER SUPPLY – PHASE 3 SUB-SCHEME: MAFENYA KGETLENGRIVIER
Column Detail 1 : 15
DRAWING TITLE
SECTION D 3 Ml RESERVOIRS AT DERBY FOUNDATION & COLUMN DETAILS SCALE: PROJECT No.
AS SHOWN ON DRAWING
20034
DRAWING No.
D3 - RES - 06
2020/10/08 16:12:13
COPYRIGHT RESERVED:- NO USE NOR REPRODUCTION NOR DUPLICATION THERE OF MAY OCCUR WITHOUT THE WRITTEN CONSENT OF THE COMPANY.
AMENDMENTS No.
BY
DATE
DESCRIPTION
NOTES 4 RES 07
15
15
14
3
8
13
2
2
2
RES 07
RES 07
12
9
11
2
10
8
5
3
3
RES 07
RES 07
9
7
4
6
REFERENCE DRAWINGS PLAN Nr.
DESCRIPTION
Plan View of Inlets 4
1 : 50
RES 07 4
1
RES 07
RES 05
300
2695
PRINT ISSUED ON
300
DRAWING STATUS
500
200
19
8
Level 1 1000
3 2
1350
13
2270
2770
2
PRELIMINARY DESIGN
CLIENT
NGL 0
9
300
14 3295
Inlet Section 2-2 200mm
15
15
2930
13120
4
1
RES 07
RES 05
1 : 50
RUSTENBURG PostNet Suite 4105 Private BagX 82323 Rustenburg 0300 Tel: (014) 592-8504 Volp (087) 150 9392 e-mail: info@mwbgroup.net
1
4
2
3
RES 07
RES 07
RES 07
RES 11
300
2695
300
300
18
300
8
1000
10 16 2
NGL
2
NGL 0
300
11
300
3295
3069
DATE
CHECKED DATE T.I. HUMAN PR Eng
DATE
1000
12
0 9
DATE
DRAWN MN QUNTA
Level 1 2270
7
1500
6
2270
2770
5
SURVEYED P MOTSHABA
SIGNATURE
Level 1 4
DATE
Design Engineer : A M JORDAAN Pr Engineer No. : 890088
200
200
17
4726
DESIGN A M JORDAAN
4249
4
2
3
RES 07
RES 07
PROJECT
PILANESBERG SOUTH BULK WATER SUPPLY – PHASE 3 SUB-SCHEME: MAFENYA KGETLENGRIVIER
RES 07 DRAWING TITLE
Inlet Section 3-3 200mm 1 : 50
Inlet Chamber Section 4-4 1 : 50
SECTION D 3 Ml RESERVOIRS AT DERBY 200mm & 200mm INLET DETAILS SCALE: PROJECT No.
AS SHOWN ON DRAWING
20034
DRAWING No.
D3 - RES - 07
2020/10/08 16:12:19
COPYRIGHT RESERVED:- NO USE NOR REPRODUCTION NOR DUPLICATION THERE OF MAY OCCUR WITHOUT THE WRITTEN CONSENT OF THE COMPANY.
Inlet Chamber Mark 2
Count 3
Description Ø 200mm 90° FLANGED RADIUS BEND. STAINLESS STEEL 304. FLANGES TO TABLE 1000/3 PN 10 FLAT FACED WITH TWO HOLES TOP.
Inlet Chamber Image
Mark 13
Count 1
Description 200mm FLANGED PIPE. MILD STEEL 304. FLANGES TO SANS 1123 TABLE 1000/3 FLAT FACED
Inlet Chamber Image
Mark 17
Count 1
AMENDMENTS
Description
No.
Image
BY
DATE
DESCRIPTION
Ø 200mm MILD STEEL PUDDLE PIPE WITH BOTH SIDES FLANGED. FLANGES TO SANS 1123 TABLE 1000/3 PN 10 FLAT FACED. NOTES
3
1
Ø 200mm MILD STEEL PUDDLE PIPE WITH BOTH SIDES FLANGED. FLANGES TO SANS 1123 TABLE 1000/3 PN 10 FLAT FACED. 14
4
5
1
1
200mm FLANGED PIPE. STAINLESS STEEL 304. FLANGES TO SANS 1123 TABLE 1000/3 FLAT FACED
1
Ø 200mm MILD STEEL EQUAL T FLANGES TO SANS 1123 TABLE 1000/3 PN 10 FLAT FACED. PIPE TO BE 8mm GRADE A STEEL
7
1
200mm FLANGED PIPE. MILD STEEL 304. FLANGES TO SANS 1123 TABLE 1000/3 FLAT FACED
9
2
2
1
Ø 200mm MILD STEEL PUDDLE PIPE WITH ONE END FLANGED. FLANGES TO SANS 1123 TABLE 1000/3 PN 10 FLAT FACED.
20
1
Ø 200mm 90° FLANGED MEDIUM RADIUS BEND. MILD STEEL 304. ONE END FLANGED. FLANGE TO SANS 1123 TABLE 1000/3 FLAT FACED WITH TWO HOLES TOP.
24
1
Ø 200mm 90° FLANGED RADIUS BEND. STAINLESS STEEL 304. FLANGES TO TABLE 1000/3 PN 10 FLAT FACED WITH TWO HOLES TOP.
40
1
Ø 200mm TO Ø 150mm MILD STEEL REDUCER FLANGES TO SANS 1123 TABLE 1000/3 PN 10 FLAT FACED. PIPE TO BE 8mm GRADE A STEEL
Ø200mm MILD STEEL PIPE WITH BOTH SIDES FLANGED. FLANGES TO SANS 1123 TABLE 1000/3 PN 10 FLAT FACED.
15
2
200mm FLANGED PIPE. MILD STEEL 304. FLANGES TO SANS 1123 TABLE 1000/3 FLAT FACED
16
1
200mm FLANGED PIPE. MILD STEEL 304. FLANGES TO SANS 1123 TABLE 1000/3 FLAT FACED
Ø 200mm MILD STEEL PUDDLE PIPE WITH BOTH SIDES FLANGED. FLANGES TO SANS 1123 TABLE 1000/3 PN 10 FLAT FACED.
6
8
1
19
REFERENCE DRAWINGS PLAN Nr.
DESCRIPTION
PRINT ISSUED ON
DRAWING STATUS
PRELIMINARY DESIGN
CLIENT
Ø 200mm BUTTERFLY VALVE SHALL BE DOUBLE FLANGED, DOUBLE OFF-SET AND SHALL COMPLY WITH BS5155 LATEST EDITION AND THE MAIN SPECIFICATION DETAILED IN THE PROJECT SPECIFICATIONS. OPERATION SHALL BE BY MEANS OF A MANUAL GEARBOX.DIRECTION OF CLOSING WILL BE CLOCKWISE. BODY & DISC SG42. BLADE SEAL EPDM. BLADE SEAL RETAINER STAINLESS STEEL. BODY SEAT - WELD DEPOSIT AND MICRO-FINISHED. INTERNAL AND EXTERNAL COATING SHALL BE 300 MICRON FUSION BOND EPOXY COATING OR SIMILAR APPROVED. FLANGE DRILLING WILL BE TO SANS 1123 TABLE 1000/3 PN 10 OZ-KAN BS 5155 OR SIMILAR APPROVED.
RUSTENBURG PostNet Suite 4105 Private BagX 82323 Rustenburg 0300 Tel: (014) 592-8504 Volp (087) 150 9392 e-mail: info@mwbgroup.net
Ø 200mm RESTRAINED FLANGE ADAPTOR FLANGES TO THOMAS PIPE PRODUCTS TYPE A 180mm DN50 SABS 1123 TABLE 1000/3 PN10 FLAT FACED.
3
9
DESIGN A M JORDAAN
DATE
SURVEYED P MOTSHABA
DATE
DRAWN MN QUNTA
DATE
CHECKED DATE T.I. HUMAN PR Eng
Design Engineer : A M JORDAAN Pr Engineer No. : 890088 SIGNATURE
10
1
200mm FLANGED PIPE. MILD STEEL 304. FLANGES TO SANS 1123 TABLE 1000/3 FLAT FACED
10
9
8
7
11
1
6
12
13 PROJECT
2
200mm FLANGED PIPE. MILD STEEL 304. FLANGES TO SANS 1123 TABLE 1000/3 FLAT FACED 5
4
12
1
200mm FLANGED PIPE. MILD STEEL 304. FLANGES TO SANS 1123 TABLE 1000/3 FLAT FACED
DATE
8
PILANESBERG SOUTH BULK WATER SUPPLY – PHASE 3 SUB-SCHEME: MAFENYA KGETLENGRIVIER DRAWING TITLE
Inlet Chamber
SECTION D 3 Ml RESERVOIRS AT DERBY 200mm & 250 mm INLET PIPE SCHEDULE & DETAILS
SCALE: PROJECT No.
AS SHOWN ON DRAWING
20034
DRAWING No.
D3 - RES - 08
2020/10/08 16:48:19
COPYRIGHT RESERVED:- NO USE NOR REPRODUCTION NOR DUPLICATION THERE OF MAY OCCUR WITHOUT THE WRITTEN CONSENT OF THE COMPANY.
AMENDMENTS
Future Outlet Chamber Mark 1
Count 1
Description
No.
BY
DATE
DESCRIPTION
Image
Ø 200mm BLANK FLANGE DRILLED TO SANS 1123 TABLE 1000/3 PN 10 NOTES
8
3
3
1
UP.84.SS.FGEP.RM SERIE PVC-U DN200
4
1
Ø 200mm RESTRAINED FLANGE ADAPTOR FLANGES TO THOMAS PIPE PRODUCTS TYPE A 180mm DN50 SABS 1123 TABLE 1000/3 PN10 FLAT FACED.
2
4
5
6
2
Ø 200mm MILD STEEL PUDDLE PIPE WITH BOTH SIDES FLANGED. FLANGES TO SANS 1123 TABLE 1000/3 PN 10 FLAT FACED.
RES 09
1
2
RES 09
2
1
7
REFERENCE DRAWINGS
5
1
PLAN Nr.
Plan View Outlet Future
DESCRIPTION
1 : 25
Ø 200mm MILD STEEL PUDDLE PIPE WITH BOTH SIDES FLANGED. FLANGES TO SANS 1123 TABLE 1000/3 PN 10 FLAT FACED.
1630
10
300
1030
PRINT ISSUED ON
300
200
DRAWING STATUS
PRELIMINARY DESIGN
CLIENT
Level 1 1000
9
7
5
3
8
1
200mm FLANGED PIPE. STAINLESS STEEL 304. FLANGES TO SANS 1123 TABLE 1000/3 FLAT FACED
NGL
1
0 6
2
4
3572
300
7
2210
200mm FLANGED PIPE. STAINLESS STEEL 304. FLANGES TO SANS 1123 TABLE 1000/3 FLAT FACED
1710
1
1250
6
RUSTENBURG
8
1
Ø 200mm 90° FLANGED BEND. STAINLESS STEEL 304. FLANGES TO TABLE 1000/3 PN 10 FLAT FACED WITH TWO HOLES TOP.
PostNet Suite 4105 Private BagX 82323 Rustenburg 0300 Tel: (014) 592-8504 Volp (087) 150 9392 e-mail: info@mwbgroup.net
Future Outlet 200mm 1 : 25
DESIGN A M JORDAAN
DATE
SURVEYED P MOTSHABA
DATE
DRAWN MN QUNTA
DATE
CHECKED DATE T.I. HUMAN PR Eng
Design Engineer : A M JORDAAN Pr Engineer No. : 890088 SIGNATURE
9
1
200mm FLANGED PIPE. STAINLESS STEEL 304. FLANGES TO SANS 1123 TABLE 1000/3 FLAT FACED
PROJECT
5
10
1
DATE
Ø 200mm FLANGED BELLMOUTH. STAINLESS STEEL 304. FLANGES TO TABLE 1000/3 PN 10 FLAT FACED.
4
3
2 1
PILANESBERG SOUTH BULK WATER SUPPLY – PHASE 3 SUB-SCHEME: MAFENYA KGETLENGRIVIER DRAWING TITLE
SECTION D 3 Ml RESERVOIRS AT DERBY FUTURE OUTLET CHAMBER & DETAILS
Future Outlet Chamber
SCALE: PROJECT No.
AS SHOWN ON DRAWING
20034
DRAWING No.
D3 - RES - 09
2020/10/08 16:49:40
COPYRIGHT RESERVED:- NO USE NOR REPRODUCTION NOR DUPLICATION THERE OF MAY OCCUR WITHOUT THE WRITTEN CONSENT OF THE COMPANY.
AMENDMENTS
Outlet to P/S Chamber Mark 1
1
2
8
Count
Outlet to P/S Chamber
Description
Image
Ø 200mm RESTRAINED FLANGE ADAPTOR FLANGES TO THOMAS PIPE PRODUCTS TYPE A 200mm DN150 SABS 1123 TABLE 1000/3 PN10 FLAT FACED.
1
4
Ø 200mm 90° FLANGED RADIUS BEND. MILD STEEL 304. FLANGES TO TABLE 1000/3 PN 10 FLAT FACED WITH TWO HOLES TOP.
7
Mark
Count 1
1
Ø200mm MILD STEEL PIPE WITH BOTH SIDES FLANGED. FLANGES TO SANS 1123 TABLE 1000/3 PN 10 FLAT FACED.
6
1
Ø 200mm RESTRAINED FLANGE ADAPTOR FLANGES TO THOMAS PIPE PRODUCTS TYPE A 180mm DN50 SABS 1123 TABLE 1000/3 PN10 FLAT FACED.
4 3
2
Ø 200mm MILD STEEL PUDDLE PIPE WITH BOTH SIDES FLANGED. FLANGES TO SANS 1123 TABLE 1000/3 PN 10 FLAT FACED.
5
6
5
Description
No.
BY
DATE
DESCRIPTION
Image
NOTES
1
3
1
Ø200mm MILD STEEL PIPE WITH BOTH SIDES FLANGED. FLANGES TO SANS 1123 TABLE 1000/3 PN 10 FLAT FACED.
REFERENCE DRAWINGS PLAN Nr.
7
1
DESCRIPTION
UP.84.SS.FGEP.RM SERIE PVC-U DN200
PRINT ISSUED ON
8
1
Ø 200mm MILD STEEL PUDDLE PIPE WITH ONE END FLANGED. FLANGES TO SANS 1123 TABLE 1000/3 PN 10 FLAT FACED.
9
1
Ø200mm MILD STEEL PIPE WITH BOTH SIDES FLANGED. FLANGES TO SANS 1123 TABLE 1000/3 PN 10 FLAT FACED.
10
1
Ø 200mm 90° FLANGED MEDIUM RADIUS BEND. MILD STEEL 304. ONE END FLANGED.
3 RES 10
DRAWING STATUS
PRELIMINARY DESIGN
CLIENT
2 RES 10
3400
300
200
300
Level 1 1000
6
10
1900
5
2 2
2 RES 10
1
3
4
7
8
300
RES 10
2 1
9
RUSTENBURG PostNet Suite 4105 Private BagX 82323 Rustenburg 0300 Tel: (014) 592-8504 Volp (087) 150 9392 e-mail: info@mwbgroup.net
2 RES 10
3 RES 10
Plan View Outlet P/S
Outlet to P/S Chamber
1 : 50
1 : 50
DESIGN A M JORDAAN
DATE
SURVEYED P MOTSHABA
DATE
DRAWN MN QUNTA
DATE
CHECKED DATE T.I. HUMAN PR Eng
Design Engineer : A M JORDAAN Pr Engineer No. : 890088
11
1
200mm FLANGED PIPE. MILD STEEL 304. FLANGES TO SANS 1123 TABLE 1000/3 FLAT FACED
SIGNATURE
DATE
PROJECT
3
3000
RES 10
2400
12
300
12
200
300
3000
Level 1
3
6
300
1800
1900
1000 11
2
4
5
7
8
9
4400
10
NGL
1
Ø 200mm FLANGED BELLMOUTH. MILD STEEL 304. FLANGES TO TABLE 1000/3 PN 10 FLAT FACED.
PILANESBERG SOUTH BULK WATER SUPPLY – PHASE 3 SUB-SCHEME: MAFENYA KGETLENGRIVIER DRAWING TITLE
0
SECTION D 3 Ml RESERVOIRS AT DERBY 200mm OUTLET LAYOUT & DETAILS
3 RES 10
Outlet to P/S 200mm 1 : 50
SCALE: PROJECT No.
AS SHOWN ON DRAWING
20034
DRAWING No.
D3 - RES - 10
2020/10/08 16:12:38
COPYRIGHT RESERVED:- NO USE NOR REPRODUCTION NOR DUPLICATION THERE OF MAY OCCUR WITHOUT THE WRITTEN CONSENT OF THE COMPANY.
AMENDMENTS
Flow meter Chamber Mark 1
Count 1
2290 1690
300
Ø 200mm RESTRAINED FLANGE ADAPTOR FLANGES TO THOMAS PIPE PRODUCTS TYPE A 200mm DN150 SABS 1123 TABLE 1000/3 PN10 FLAT FACED.
BY
DATE
DESCRIPTION
Image
NOTES
2270
2
2
1
Ø 200mm TO Ø 150mm MILD STEEL REDUCER FLANGES TO SANS 1123 TABLE 1000/3 PN 10 FLAT FACED. PIPE TO BE 8mm GRADE A STEEL
3
1
Ø 150mm MILD STEEL PUDDLE PIPE WITH BOTH SIDES FLANGED. FLANGES TO SANS 1123 TABLE 1000/3 PN 10 FLAT FACED.
1
3
6 5
4
300
2770
900
200
300
Description
No.
REFERENCE DRAWINGS PLAN Nr.
4
1
DESCRIPTION
Ø 150mm FLOW METER
Flow meter 150mm 1 : 25 PRINT ISSUED ON
DRAWING STATUS
PRELIMINARY DESIGN
CLIENT
300
1690
300
1
Ø 150mm RESTRAINED FLANGE ADAPTOR FLANGES TO THOMAS PIPE PRODUCTS TYPE A 200mm DN150 SABS 1123 TABLE 1000/3 PN10 FLAT FACED.
6
1
Ø 150mm MILD STEEL PUDDLE PIPE WITH BOTH SIDES FLANGED. FLANGES TO SANS 1123 TABLE 1000/3 PN 10 FLAT FACED.
300
5
1
2
3
6
2450
3050
4
5
RUSTENBURG PostNet Suite 4105 Private BagX 82323 Rustenburg 0300 Tel: (014) 592-8504 Volp (087) 150 9392 e-mail: info@mwbgroup.net DESIGN A M JORDAAN
DATE
SURVEYED P MOTSHABA
DATE
DRAWN MN QUNTA
DATE
CHECKED DATE T.I. HUMAN PR Eng
300
Design Engineer : A M JORDAAN Pr Engineer No. : 890088 SIGNATURE
DATE
2290
PROJECT
Plan View Flow meter
PILANESBERG SOUTH BULK WATER SUPPLY – PHASE 3 SUB-SCHEME: MAFENYA KGETLENGRIVIER
1 : 25
DRAWING TITLE
SECTION D 3 Ml RESERVOIRS AT DERBY FLOW METER & PIPE SCHEDULE
Flow Meter
SCALE:
AS SHOWN ON DRAWING
PROJECT No.
DRAWING No.
20034
D3 - RES - 11
2020/10/09 13:24:59
COPYRIGHT RESERVED:- NO USE NOR REPRODUCTION NOR DUPLICATION THERE OF MAY OCCUR WITHOUT THE WRITTEN CONSENT OF THE COMPANY.
AMENDMENTS No.
BY
DATE
DESCRIPTION
Roof 8475 NOTES
2 RES 12
16 4 RES 12
3 RES 12
9
15
10 1 2
2400
2
11
RES 12
14
3700 300
4
2000
300
300
440
RES 12
5
800
17
2
200
3
6
PLAN Nr.
DESCRIPTION
13
2000
12
11
10
9
800mm Pipe
2380
1000
4 RES 12
REFERENCE DRAWINGS
Level 1
NGL 0
3
300
RES 12
12
3600
3000
PRINT ISSUED ON
DRAWING STATUS
PRELIMINARY DESIGN
CLIENT
2 RES 12
Overflow 200mm
Plan View Scour and Overflow
1 : 50
1 : 50 140x140x8mm MILD STEEL PLATE
RESERVOIR WALL Ø 48 x 3.2mm MILD STEEL PIPE WELDED TO PIPE CLAMP AND FOOT PLATE
4 x M12 CHEMICAL BOLTS
4 x M12 MILD STEEL BOLTS
140x140x8mm MILD STEEL PLATE
5mm MILD STEEL PIPE CLAMP
RUSTENBURG
2
Typical Pipe Clamp Detail 1
RES 12
8
2000
300
800
1 : 10
300 200
300
PostNet Suite 4105 Private BagX 82323 Rustenburg 0300 Tel: (014) 592-8504 Volp (087) 150 9392 e-mail: info@mwbgroup.net
3
4
RES 12
RES 12
2 RES 12
440
2380
2089
300
3500
Scour 200mm
DRAWN MN QUNTA
DATE
CHECKED DATE T.I. HUMAN PR Eng
300
DATE
Level 1 1000
1
300
3
200
2380
4
DATE
SIGNATURE
300
6
5
DATE
SURVEYED P MOTSHABA
Design Engineer : A M JORDAAN Pr Engineer No. : 890088
2
7
DESIGN A M JORDAAN
PROJECT
PILANESBERG SOUTH BULK WATER SUPPLY – PHASE 3 SUB-SCHEME: MAFENYA KGETLENGRIVIER DRAWING TITLE
1 : 50
3
4
RES 12
RES 12
Scour and Overflow 1 : 50
SECTION D 3 Ml RESERVOIRS AT DERBY SCOUR AND OVERFLOW LAYOUT AND SECTIONS SCALE: PROJECT No.
AS SHOWN ON DRAWING
20034
DRAWING No.
D3 - RES - 12
2020/10/08 16:12:46
COPYRIGHT RESERVED:- NO USE NOR REPRODUCTION NOR DUPLICATION THERE OF MAY OCCUR WITHOUT THE WRITTEN CONSENT OF THE COMPANY.
AMENDMENTS
Scour and Overflow Chamber Mark 1
Count 1
Description Ø 200mm MILD STEEL PIPE WITH ONE END FLANGED. FLANGES TO SANS 1123 TABLE 1000/3 PN 10 FLAT FACED.
2
1
UP.84.SS.FGEP.RM SERIE PVC-U DN200
3
1
Ø 200mm RESTRAINED FLANGE ADAPTOR FLANGES TO THOMAS PIPE PRODUCTS TYPE A 180mm DN50 SABS 1123 TABLE 1000/3 PN10 FLAT FACED.
No.
Scour and Overflow Chamber Image
Mark 9
Count 1
Description
1
Ø 200mm MILD STEEL PUDDLE PIPE WITH BOTH SIDES FLANGED. FLANGES TO SANS 1123 TABLE 1000/3 PN 10 FLAT FACED.
11
1
200mm FLANGED PIPE. STAINLESS STEEL 304. FLANGES TO SANS 1123 TABLE 1000/3 FLAT FACED
NOTES
REFERENCE DRAWINGS PLAN Nr.
4
1
Ø 200mm MILD STEEL PUDDLE PIPE WITH BOTH SIDES FLANGED. FLANGES TO SANS 1123 TABLE 1000/3 PN 10 FLAT FACED.
DESCRIPTION
Image
Ø200mm MILD STEEL PIPE WITH BOTH SIDES FLANGED. FLANGES TO SANS 1123 TABLE 1000/3 PN 10 FLAT FACED.
10
BY
DATE
12
1
Ø 200mm 90° FLANGED BEND. STAINLESS STEEL 304. FLANGES TO TABLE 1000/3 PN 10 FLAT FACED WITH TWO HOLES TOP.
DESCRIPTION
PRINT ISSUED ON
DRAWING STATUS
PRELIMINARY DESIGN
CLIENT
5
6
1
1
Ø200mm MILD STEEL PIPE WITH BOTH SIDES FLANGED. FLANGES TO SANS 1123 TABLE 1000/3 PN 10 FLAT FACED.
Ø 200mm 90° FLANGED RADIUS BEND. STAINLESS STEEL 304. FLANGES TO TABLE 1000/3 PN 10 FLAT FACED WITH TWO HOLES TOP.
13
1
200mm FLANGED PIPE. STAINLESS STEEL 304. FLANGES TO SANS 1123 TABLE 1000/3 FLAT FACED
14
1
200mm FLANGED PIPE. STAINLESS STEEL 304. FLANGES TO SANS 1123 TABLE 1000/3 FLAT FACED
15
16
7
1
1
1
RUSTENBURG PostNet Suite 4105 Private BagX 82323 Rustenburg 0300 Tel: (014) 592-8504 Volp (087) 150 9392 e-mail: info@mwbgroup.net
200mm FLANGED PIPE. STAINLESS STEEL 304. FLANGES TO SANS 1123 TABLE 1000/3 FLAT FACED
DESIGN A M JORDAAN
DATE
SURVEYED P MOTSHABA
DATE
DRAWN MN QUNTA
DATE
CHECKED DATE T.I. HUMAN PR Eng
Design Engineer : A M JORDAAN Pr Engineer No. : 890088
Ø 200mm FLANGED BELLMOUTH. STAINLESS STEEL 304. FLANGES TO TABLE 1000/3 PN 10 FLAT FACED.
SIGNATURE
DATE
PROJECT
200mm FLANGED PIPE. STAINLESS STEEL 304. FLANGES TO SANS 1123 TABLE 1000/3 FLAT FACED 3
17
1
Ø 200mm MILD STEEL PUDDLE PIPE WITH BOTH SIDES FLANGED. FLANGES TO SANS 1123 TABLE 1000/3 PN 10 FLAT FACED.
2 10
4 1
9
PILANESBERG SOUTH BULK WATER SUPPLY – PHASE 3 SUB-SCHEME: MAFENYA KGETLENGRIVIER DRAWING TITLE
8
1
Ø 200mm FLANGED BELLMOUTH. STAINLESS STEEL 304. FLANGES TO TABLE 1000/3 PN 10 FLAT FACED.
SECTION D 3 Ml RESERVOIRS AT DERBY SCOUR AND OVERFLOW PIPE SCHEDULES
Scour and Overflow Chamber
SCALE:
AS SHOWN ON DRAWING
PROJECT No.
20034
DRAWING No.
D3 - RES - 13
2020/10/08 16:50:57
COPYRIGHT RESERVED:- NO USE NOR REPRODUCTION NOR DUPLICATION THERE OF MAY OCCUR WITHOUT THE WRITTEN CONSENT OF THE COMPANY.
AMENDMENTS No.
∅ 20mm RODS @ 300mm c/c
25
DESCRIPTION
NOTES
25
VARIES
25
25
BY
DATE
65x10mm FLAT x 65mm LONG WITH 1x ∅ 18mm HOLE
100
123
65x10mm FLAT x 275mm LONG
20
STRINGERS=65x10mm FLAT 65
175
10
REFER TO DETAIL B50.6
10 10
Detail A3 Chamfer
20 500
1:5
Detail A6 Top Access Ladder 1:5 REFERENCE DRAWINGS PLAN Nr.
DESCRIPTION
M12 X 25mm X 3mm STAINLESS STEEL BODY WASHER
M12 X 110 STAINLESS STEEL CHEMICAL ANCHOR BOLTS
TOP OF CHAMBER
CHEMICALLY INJECTED MORTAR CEMENT PRINT ISSUED ON
Detail A2
DRAWING STATUS 520
300
1 : 20
500
117
10
PRELIMINARY DESIGN
CLIENT
10
258
65
10
258
RUSTENBURG
258
INSIDE HEIGHT OF CHAMBER LESS 300mm
20
NOTE: SIZE TO FIT INDIVIDUAL CHAMBERS
PostNet Suite 4105 Private BagX 82323 Rustenburg 0300 Tel: (014) 592-8504 Volp (087) 150 9392 e-mail: info@mwbgroup.net
STRINGERS - 65 X 10mm FLAT PLATE Ø 20mm RODS @ 300mm c/c
DESIGN A M JORDAAN
DATE
SURVEYED P MOTSHABA
DATE
DRAWN MN QUNTA
DATE
CHECKED DATE T.I. HUMAN PR Eng
Design Engineer : A M JORDAAN Pr Engineer No. : 890088 SIGNATURE
DATE
258
65 X 10mm FLAT PLATE X 65mm LONG WITH 1 X 15mm HOLE
190
PROJECT
75
520
75
670
CHAMBER FLOOR
Detail Front View Access Ladder (Stainless Steel 304 ) Ladder Model
1 : 10
PILANESBERG SOUTH BULK WATER SUPPLY – PHASE 3 SUB-SCHEME: MAFENYA KGETLENGRIVIER DRAWING TITLE
SECTION D 3 Ml RESERVOIRS AT DERBY ACCESS DETAILS SHEET 1 SCALE: PROJECT No.
AS SHOWN ON DRAWING
20034
DRAWING No.
D3 - RES - 14
2020/10/08 16:51:53
COPYRIGHT RESERVED:- NO USE NOR REPRODUCTION NOR DUPLICATION THERE OF MAY OCCUR WITHOUT THE WRITTEN CONSENT OF THE COMPANY.
AMENDMENTS No.
BY
DATE
DESCRIPTION
5370
1000
2/70x70x6.0mm L-ANGLE IRON
1000
1000
300
180
200 2/70x70x6.0mm L-ANGLE IRON
OUTSIDE OF RESERVOIR 70x70x6.0mm L-ANGLE IRON
60
100
60
NOTES
70x70x6.0mm L-ANGLE IRON
100
15
12 ∅ EXPANSION BOLT
500
500
WECROLOC HANDRAIL OR SIMILAR TO APPROVED
500
740
1000
15
D
Section D-D
D
500
1000
SEE STEP DETAILS ELSEWHERE
1000
CENTER LINE OF LADDER
300
1 : 10
ALL PARTS OF HANDRAIL TO BE GALVANISED
Roof
15 10
8475
120
10 15 480
608
120 8
770 8
Ladder Rail Elevation on A-A
101
8 67
8 50
8 8
1 : 30
REFERENCE DRAWINGS
51
PLAN Nr.
8 182 116 182
480
DESCRIPTION
APPROVED HINGE EXPANDED METAL
2558
PRINT ISSUED ON
DRAWING STATUS
YELLOW COPPER HEAVY
PRELIMINARY DESIGN
CLIENT
50x8mm FLAT BAR M16 RAWL BOLTS
Plan Access Door of Vertical Ladder
1194
1 : 10
RUSTENBURG
752 376
PostNet Suite 4105 Private BagX 82323 Rustenburg 0300 Tel: (014) 592-8504 Volp (087) 150 9392 e-mail: info@mwbgroup.net
500
709
334
330
376
379
0°
375
45.0
DESIGN A M JORDAAN
DATE
SURVEYED P MOTSHABA
DATE
305 2134
PLAN C-C 1:20
APPROVED HINGE EXPANDED METAL LOCKABLE GATE
Level 1 1000
PROVIDE LOOSE ALUMINIUM LADDER TO BE STORED ELSEWHERE ON SITE
Ladder 1 : 20
Elevation Access Door of Veritical Ladder
DATE
CHECKED DATE T.I. HUMAN PR Eng
Design Engineer : A M JORDAAN Pr Engineer No. : 890088 SIGNATURE
PLAN B-B 1:20
DRAWN MN QUNTA
DATE
PROJECT
PILANESBERG SOUTH BULK WATER SUPPLY – PHASE 3 SUB-SCHEME: MAFENYA KGETLENGRIVIER DRAWING TITLE
SECTION D 3 Ml RESERVOIRS AT DERBY ACCESS DETAILS SHEET 2
1 : 20 SCALE:
AS SHOWN ON DRAWING
PROJECT No.
20034
DRAWING No.
D3 - RES - 15
2020/10/08 16:12:59
COPYRIGHT RESERVED:- NO USE NOR REPRODUCTION NOR DUPLICATION THERE OF MAY OCCUR WITHOUT THE WRITTEN CONSENT OF THE COMPANY.
994
CENTRE OF LUG
A
4x45° CHAMFERS
SPACER DETAIL 45
1:1
70
43
2x45° CHAMFERS
16
B
13 20
7
RES 16
RES 16
25
13
8x45° CHAMFERS
Manhole Frame
1 : 10
13
Manhole Cover
COVER SHOWN IN OPEN POSITION
43 30
Ø 16 BAR
B
20
Ø 16 BAR ST. STEEL 304L
ø 20 BAR
8
5 10
NOTES
76 x 153 x 13 STRUCTURAL TEE
63 29
17
DRILL & TAP M8 X 20 DEEP
5x40mm FLAT BAR WELDED TO HINGES
60
A
DESCRIPTION
5
10 10mm THICK PLATE HINGES SHAPED AS PER DETAIL
Ø 4 HOLE
2 X 45 CHAMFER
ø
90
00
770
856
876
ø2
350
78
5 28 REFER TO DETAIL B52.1
350
BY
DATE
45
4.5mm THK VASTRAP PLATE
70 8
766
21
8
15
43
10
60x60x8 ANGLE TRIMMED TO 60x43x8
17
AMENDMENTS No.
1056
750
5
210
985
45x5mm FLAT WELDED TO UNDERSIDE OF COVER
5
27
ø 16
1 : 10
ø 10
REFERENCE DRAWINGS
Pin Detail
PLAN Nr.
DESCRIPTION
1:1 MANHOLE FRAME TO BE CAST INTO ROOF SLAB WITH GRAB BAR ON LADDER POSITION
VIEW C
VIEW A 1:2 30
15
PRINT ISSUED ON
15
C
C
DRAWING STATUS
PRELIMINARY DESIGN
CLIENT
VIEW B
Manhole Frame - Callout 1
VIEW A
VIEW B
1:2
Frame & Cover Combined
VIEW C
1:2
1:2
1 : 10
5
18 10
159
RUSTENBURG PostNet Suite 4105 Private BagX 82323 Rustenburg 0300 Tel: (014) 592-8504 Volp (087) 150 9392 e-mail: info@mwbgroup.net
32
42
60
10
60 150
45
70
33
36 28
55
Ø 20 BAR (ST. STEEL 340L)
Design Engineer : A M JORDAAN Pr Engineer No. : 890088
5
SIGNATURE
36
15 30
1:5
60
6
35
Section A1 - A 1 : 10
DRAWING TITLE
45
CONCRETE ROOF SLAB
50
21 55
5
80
Detail B52.1 1:1
DATE
PILANESBERG SOUTH BULK WATER SUPPLY – PHASE 3 SUB-SCHEME: MAFENYA KGETLENGRIVIER
1:2
4.5mm THK VASTRAP PLATE
20
DATE
CHECKED DATE T.I. HUMAN PR Eng
PROJECT
76 x 153 x 13 STRUCTURAL TEE (CUT FROM H-SECTIONS)
Manhole Frame - Callout 2
DRAWN MN QUNTA
61
Locking Device Detail
70
28
DATE
33
50
50
DATE
SURVEYED P MOTSHABA
6
916
15
40
35
50
45
60
2 X 45 CHAMFER
100
7
25
6
10
21
31
8
70
DESIGN A M JORDAAN
14 8
115
5
30
30
189 30
Section B - B 1 : 10
Section C-C 1 : 10
SECTION D 3 Ml RESERVOIRS AT DERBY MANHOLE COVER SCALE: PROJECT No.
AS SHOWN ON DRAWING
20034
DRAWING No.
D3 - RES - 16
2020/10/08 16:13:02
COPYRIGHT RESERVED:- NO USE NOR REPRODUCTION NOR DUPLICATION THERE OF MAY OCCUR WITHOUT THE WRITTEN CONSENT OF THE COMPANY.
AMENDMENTS No.
BY
DATE
DESCRIPTION
NOTES
REFERENCE DRAWINGS DESCRIPTION
RO OF
SL AB
PLAN Nr.
AIRVENT
CO NC RE TE
AIRVENT
TH IC K
PRINT ISSUED ON
0m m
DRAWING STATUS
PRELIMINARY DESIGN
25
CLIENT
6000
6000
200 HIGH x 230 WIDE UPSTAND
RUSTENBURG PostNet Suite 4105 Private BagX 82323 Rustenburg 0300 Tel: (014) 592-8504 Volp (087) 150 9392 e-mail: info@mwbgroup.net DESIGN A M JORDAAN
DATE
SURVEYED P MOTSHABA
DATE
DRAWN MN QUNTA
DATE
CHECKED DATE T.I. HUMAN PR Eng
Design Engineer : A M JORDAAN Pr Engineer No. : 890088 SIGNATURE
DATE
Roof Plan Layout 1 : 75 PROJECT
PILANESBERG SOUTH BULK WATER SUPPLY – PHASE 3 SUB-SCHEME: MAFENYA KGETLENGRIVIER DRAWING TITLE
SECTION D 3 Ml RESERVOIRS AT DERBY ROOF PLAN
Roof Plan Detail 1 : 25
SCALE: PROJECT No.
AS SHOWN ON DRAWING
20034
DRAWING No.
D3 - RES - 17
2020/10/08 16:13:04
COPYRIGHT RESERVED:- NO USE NOR REPRODUCTION NOR DUPLICATION THERE OF MAY OCCUR WITHOUT THE WRITTEN CONSENT OF THE COMPANY.
AMENDMENTS No.
BY
DATE
DESCRIPTION
NOTES
50mm ∅ STAINLESS STEEL DRAIN PIPE
50mm ∅ STAINLESS STEEL DRAIN PIPE
T IN JO
C O N ST RU CT I
O N
N O TI UC TR
JO
IN T
NS CO
REFERENCE DRAWINGS PLAN Nr.
DESCRIPTION
PRINT ISSUED ON
DRAWING STATUS
PRELIMINARY DESIGN
CLIENT
300
T IN JO
O N C O N ST RU CT I
N O TI UC TR
JO
IN T
NS CO
3 RES 18
RUSTENBURG PostNet Suite 4105 Private BagX 82323 Rustenburg 0300 Tel: (014) 592-8504 Volp (087) 150 9392 e-mail: info@mwbgroup.net
50mm ∅ STAINLESS STEEL DRAIN PIPE
50mm ∅ STAINLESS STEEL DRAIN PIPE
30MPa CONCRETE 300 SUBSOIL DRAINAGE 300x150
DESIGN A M JORDAAN
DATE
SURVEYED P MOTSHABA
DATE
DRAWN MN QUNTA
DATE
CHECKED DATE T.I. HUMAN PR Eng
Design Engineer : A M JORDAAN Pr Engineer No. : 890088 SIGNATURE
DATE
250µm HDPE LAYER
150
PROJECT
75mm BLINDING LAYER
Subsoil Drainage 150
150
1 : 100
PILANESBERG SOUTH BULK WATER SUPPLY – PHASE 3 SUB-SCHEME: MAFENYA KGETLENGRIVIER
150
150
600
DRAWING TITLE
Subsoil Drainage Detail - Callout 3 1 : 10
SECTION D 3 Ml RESERVOIRS AT DERBY SUBSOIL DRAINAGE LAYOUT SCALE:
AS SHOWN ON DRAWING
PROJECT No.
20034
DRAWING No.
D3 - RES - 18
2020/10/08 16:13:05