Page 1
0
20
40
60
80
100
12
0
14
0
16
0
BC
1
EC
1
18
0
20
0
22
0
24
0
25
0
- 12400 Y
+ 2813600 X
- 12400 Y
+ 2813400 X
- 12400 Y
+ 2813200 X
PROJECT STATUS
CONCEPT
DRAWING
TENDER
DRAWING
APPROVED
CONSTRUCTION
DRAWING
AS BUILT
DRAWING
INSPECTOR OF WORKS of RLM:
PROJECT ENGINEER of RLM:
Prof Reg No.
NAME
DATE
SIGNATURE
ROADS AND STORMWATER
FOR INTERNAL APPROVAL - RECEIVED SIGN WHEN APPLICABLE
DIRECTOR:INFRASTRUCTURE PROVISION
DIRECTOR: ROADS AND STORMWATER
DIRECTOR: ROADS AND STORMWATER SERVICES
NAME Prof. Reg. No
AMENDMENTS
NR DATE DESCRIPTION PARAPPROVED
SIGNATURE DATE
NAME
DATE
SIGNATURE
NAME Prof. Reg. No SIGNATURE DATE
NAME Prof. Reg. No SIGNATURE DATE
DATE:
SCALE
PAPER SIZE
SHEET No.
PROJECT No.
CONTRACT
No.
A0
AS-SHOWN
RLM DRAWING NUMBER
_-____-________-__-____-__-__
DRAWING DESCRIPTION
DESCRIPTION OF PROJECT:
WBS No.
_.______._.___._._
REVISION
0
CONSULTANT DETAIL
REVISION
0
DESIGN OFFICE APPROVAL
SIGNATURE:............................... DATE:.......................
NAME:.........................................
SIGNATURE:............................... DATE:.......................
NAME:............................... Prof Reg No:..................................
CHECKED
DRAWN
DESIGNED
INFORMATION OFFICE CHECKED
SIGNATURE:............................... DATE:.......................
NAME:............................... Prof Reg No:..................................
SIGNATURE:............................... DATE:.......................
NAME:...............................
SIGNATURE:............................... DATE:.......................
NAME:............................... Prof Reg No:..................................
MAY 2015
CONSULTANT DRAWING NUMBER
I, ___________________ Prof Reg Nr__________________
HEREBY CERTIFY THAT THE SERVICES WILL\ HAVE BEEN INSTALLED
ACCORDING TO NOTE 9 OF THE ABOVE NOTES AND TO THE
DRAWING
SIGNATURE
__________________
DATE
________
FAX : 012 344 4027
TEL : 012 344 4025
e-mail: [email protected]
0126
P.O. BOX 12472
THE TRAMSHED
ROBEGA INTERNAL ROADS AND STORMWATER -
PHASE 2
VK0059
FAX : 014 590 3006
TEL : 014 590 3004
0300
P.O. BOX 16
RUSTENBURG
RUSTENBURG LOCAL
MUNICIPALITY
RLM/DTIS/0040/2016/17
GENERAL
1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH SABS 1200
STANDARDISED SPECIFICATIONS AND THE PROJECT SPECIFICATIONS.
2. PRIOR TO THE START OF CONSTRUCTION, ALL SERVICES WHICH ARE
TO BE CROSSED MUST BE EXPOSED BY HAND TO CONFIRM THEIR
POSITIONS AND LEVELS. ANY DISCREPANCY IS TO BE IMMEDIATELY
REPORTED TO THE ENGINEER.
3. A FULL SET OF MATERIAL TESTS(COMPACTION, CBR & UCS)
REFLECTING COMPLIANCE WITH THE SPECIFICATIONS IS TO BE
SUBMITTED TO THE ENGINEER FOR ONWARD TRANSMISSION TO THE
EMPLOYER.
4. INTERSECTION SERVICES TO BE EXPOSED, POSITIONS RECORDED
AND ANY CLASHES IN POSITION WITH THE WORKS TO BE REPORTED
TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
ROADWORKS
1. FULL ROAD RESERVE WIDTH TO BE CLEARED
2. TOPSOIL TO BE REMOVED TO AN AVERAGE DEPTH OF 150mm OVER
ROAD BOXED CUT
3. REFER TO TYPICAL DETAIL FOR ROAD PAVEMENT STRUCTURAL
DETAILS.
STORMWATER DRAINAGE
1. THE APPLICABLE STANDARDISED SPECIFICATIONS ARE SABS
1200DB, 1200GA, 1200LB & 1200LE READ WITH RELEVANT
CONTRACT PROJECT
2. PIPES OF DIFFERENT DIAMETERS WITHIN ANY MANHOLE OR KERB
INLET ARE TO BE INSTALLED SOFFIT TO SOFFIT.
3. INVERT LEVELS GIVEN REFER TO THE LARGEST PIPE IN THE
STRUCTURE, UNLESS OTHERWISE SPECIFIED
4. ALL STORMWATER PIPES ARE TO BE CLASS 100D PRECAST
CONCRETE OGEE JOINTED PIPES.
5. PIPE SIZES: AS SHOWN ON LONGITUDINAL SECTION.
6. MINIMUM COVER TO ALL PIPES TO BE 600mm.
7. POSITION OF SUBSOIL DRAINAGE WILL BE DETERMINED ON SITE.
8. REFER TO STD DRAWINGS FOR S/WATER DRAIN APPURTENANT WORK
DETAILS
9. ALL BRICKS TO BE QUALITY FBSE30 TO SABS 227-1986 WATER
ABSORPTION <14% AND EFFLORESCENCE<
10. ALL BRICKWORK TO BE IN ENGLISH BOND WITH JOINTS PROPERLY
POINTED.
N
LAYOUT PLAN AND LONGITUDINAL SECTION
ROAD 1
SW
MH
FH
SW
MH
FH
LEGEND
ROAD SIGN
MANHOLE
ELECTRICAL POLE
BENCH MARK
FIRE HYDRANT
LIGHT POLE
ROBOT
STORMWATER MANHOLE
EXIST WATER VALVE
EXIST SW AND MH
NEW KI
NEW SW & MH
EXIST SEWER & MH
NEW SEWER & MH
1m SIDEWALK
KI 024
LAYOUT PLAN - ROAD 39 AND ROAD 40
SCALE 1:500
1069
1074
Datum 1064.0
ROAD 39 CHAINAGE 0 TO 250
HORIZONTAL SCALE 1:1000
VERTICAL SCALE 1:100
0
20
40
60
80
10
0
12
0
14
0
16
0
18
0
20
0
22
0
24
0
25
0.1
4
10
71
.5
0
10
71
.3
1
10
71
.0
5
10
70
.9
3
10
70
.7
9
10
70
.6
5
10
70
.4
3
10
70
.2
9
10
70
.1
3
10
70
.0
7
10
69
.8
4
10
69
.7
2
10
69
.5
4
10
69
.5
2
10
71
.4
45
10
71
.2
87
10
71
.1
29
10
70
.9
72
10
70
.8
14
10
70
.6
56
10
70
.4
98
10
70
.3
40
10
70
.1
82
10
70
.0
25
10
69
.8
67
10
69
.7
09
10
69
.5
51
10
69
.4
71
10
71
.4
99
10
71
.3
41
10
71
.1
83
10
71
.0
26
10
70
.8
68
10
70
.7
10
10
70
.5
52
10
70
.3
94
10
70
.2
36
10
70
.0
78
10
69
.9
21
10
69
.7
63
10
69
.6
05
10
69
.5
25
10
71
.5
53
10
71
.3
95
10
71
.2
37
10
71
.0
79
10
70
.9
22
10
70
.7
64
10
70
.6
06
10
70
.4
48
10
70
.2
90
10
70
.1
32
10
69
.9
75
10
69
.8
17
10
69
.6
59
10
69
.5
79
Direction
184.04°
16
3.0
51
BC
C
Curve 1 Right
Radius=800.000
I=0.47°
16
9.6
73
EC
C
Direction
184.51°
-0.789 %
-2.00000
2.00000
CHAINAGE
CENTRELINE PEG LEVELS
LEFT EDGE
CENTRE LINE
RIGHT EDGE
GRADES
VERTICAL CURVES
SUPERELEVATION
HORIZONTAL CURVES
VE
RT
IC
AL
A
LIG
NM
EN
T
DE
SIG
N R
OA
D L
EV
EL
S
CURVE LIST
ROAD LIST
2.0%
2700 (ROADWAY) 2700 (ROADWAY)
5700
6000
600 600 1200
2400
25
0
10
0
5
0
FINISHED ROAD SURFACE
150mm THICK LAYER
SELECTED G5 MATERIAL COMPACTED TO
95% OF Mod AASHTO DENSITY
CLASS 25/19 CAST
IN - SITU CONCRETE,
100mm THICK
REF. 395 STEEL MESH
2.0%
2700 (ROADWAY) 2700 (ROADWAY)
80mm PAVEMENT BLOCKS
150mm G2 LAYER COMPACTED T0 86-88% MOD AASHTO
150mm TYPE MATERIAL G5 COMPACTED TO 95% MOD. AASHTO
200mm ROCKFILL COMPACTED TO 90% MOD AASHTO
5700
6000
150mm ROADBED PREPARATION COMPACTED TO 90% MOD AASHTO
CONCRETE STORM CHANNEL
(DETAIL A)
DETAIL B
20mm RIVERSAND
80mm INTERLOCKING PAVING
BLOCK
DIMENSIONS VARIES
TYPE A CROSS SECTION
NTS
TYPE B CROSS SECTION
NTS
STORMWATER CHANNEL DETAIL
NTS
DETAIL B
NTS
80mm PAVEMENT BLOCKS
150mm G2 LAYER COMPACTED T0 86-88% MOD AASHTO
150mm TYPE MATERIAL G5 COMPACTED TO 95% MOD. AASHTO
200mm ROCKFILL COMPACTED TO 90% MOD AASHTO
150mm ROADBED PREPARATION COMPACTED TO 90% MOD AASHTO
CONCRETE STORM CHANNEL
(DETAIL A)
150mm G2 LAYER
Road1
No
0
1
2
Radius
0.00
800.00
0.00
TR.In
0.00
0.00
0.00
TR.Out
0.00
0.00
0.00
TAN.In
0.00
3.31
0.00
TAN.Out
0.00
3.31
0.00
Deflection
0:00:00
0:28:27
0:00:00
Road1
Position
PI0
B.C.C.1
PI1
E.C.C.1
PI2
Chainage
0
163.051
166.362
169.673
250.140
Y-Coord
-12399.201
-12410.684
-12410.917
-12411.178
-12417.509
X-Coord
2813560.002
2813397.355
2813394.052
2813390.751
2813310.534
Radius
0.000
800.000
VK0059-CIV-RD-019
1 OF 2
Page 2
0
20
40
60
260
280
300
320
340
360
380
400
420
440
460
480
360
3
8
0
4
0
0
420
4
4
0
460
4
8
0
5
0
0
520
5
4
0
560
564
360
373
0
20
40
60
80
100
120
140
160
180
198
0
20
40
60
80
100
105
0
20
40
60
80
10
0
12
0
14
0
16
0
18
0
200
22
0
24
0
26
0
28
0
30
0
32
0
34
0
36
0
36
1
0
20
40
60
80
10
0
120
14
0
16
0
18
0
20
0
22
0
24
0
26
0
28
0
30
0
32
0
340
36
0
36
3
0
20
40
60
80
85
0
20
40
BC
1
E
C
1
60
8
0
100
1
2
0
140
160
1
8
0
200
220
238
340
360
380
400
420
440
447
280
300
320
340
360
380
384
RO
AD
12
RO
AD
15
RO
AD
24
ROAD 23
ROAD 2
RO
AD
21
R
O
A
D
2
R
O
A
D
2
EX
IS
TIN
G R
OA
D
EX
IS
TIN
G R
OA
D
RO
AD
12
ROAD 2ROAD 2
ROAD 23
ROAD 23
RO
AD
31
RO
AD
15
R
O
A
D
13
R
O
A
D
13
RO
AD
30
R
1
0
.
0
0
m
R
1
0
.
0
0
m
R
1
0
.
0
0
m
R
1
0
.
0
0
m
R
1
0
.
0
0
m
R
1
0
.
0
0
m
R
1
0
.
0
0
m
R
1
0
.
0
0
m
R
1
0
.
0
0
m
R
1
0
.
0
0
m
R
1
0
.
0
0
m
- 12800 Y
+ 2813200 X
- 12800 Y
+ 2813000 X
- 12800 Y
+ 2812800 X
- 12800 Y
+ 2812600 X
PROJECT STATUS
CONCEPT
DRAWING
TENDER
DRAWING
APPROVED
CONSTRUCTION
DRAWING
AS BUILT
DRAWING
INSPECTOR OF WORKS of RLM:
PROJECT ENGINEER of RLM:
Prof Reg No.
NAME
DATE
SIGNATURE
ROADS AND STORMWATER
FOR INTERNAL APPROVAL - RECEIVED SIGN WHEN APPLICABLE
DIRECTOR:INFRASTRUCTURE PROVISION
DIRECTOR: ROADS AND STORMWATER
DIRECTOR: ROADS AND STORMWATER SERVICES
NAME Prof. Reg. No
AMENDMENTS
NR DATE DESCRIPTION PARAPPROVED
SIGNATURE DATE
NAME
DATE
SIGNATURE
NAME Prof. Reg. No SIGNATURE DATE
NAME Prof. Reg. No SIGNATURE DATE
DATE:
SCALE
PAPER SIZE
SHEET No.
PROJECT No.
CONTRACT
No.
A0
AS-SHOWN
RLM DRAWING NUMBER
_-____-________-__-____-__-__
DRAWING DESCRIPTION
DESCRIPTION OF PROJECT:
WBS No.
_.______._.___._._
REVISION
0
CONSULTANT DETAIL
REVISION
0
DESIGN OFFICE APPROVAL
SIGNATURE:............................... DATE:.......................
NAME:.........................................
SIGNATURE:............................... DATE:.......................
NAME:............................... Prof Reg No:..................................
CHECKED
DRAWN
DESIGNED
INFORMATION OFFICE CHECKED
SIGNATURE:............................... DATE:.......................
NAME:............................... Prof Reg No:..................................
SIGNATURE:............................... DATE:.......................
NAME:...............................
SIGNATURE:............................... DATE:.......................
NAME:............................... Prof Reg No:..................................
MAY 2015
CONSULTANT DRAWING NUMBER
I, ___________________ Prof Reg Nr__________________
HEREBY CERTIFY THAT THE SERVICES WILL\ HAVE BEEN INSTALLED
ACCORDING TO NOTE 9 OF THE ABOVE NOTES AND TO THE
DRAWING
SIGNATURE
__________________
DATE
________
FAX : 012 344 4027
TEL : 012 344 4025
e-mail: [email protected]
0126
P.O. BOX 12472
THE TRAMSHED
ROBEGA INTERNAL ROADS AND STORMWATER -
PHASE 2
VK0059
FAX : 014 590 3006
TEL : 014 590 3004
0300
P.O. BOX 16
RUSTENBURG
RUSTENBURG LOCAL
MUNICIPALITY
RLM/DTIS/0040/2016/17
GENERAL
1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH SABS 1200
STANDARDISED SPECIFICATIONS AND THE PROJECT SPECIFICATIONS.
2. PRIOR TO THE START OF CONSTRUCTION, ALL SERVICES WHICH ARE
TO BE CROSSED MUST BE EXPOSED BY HAND TO CONFIRM THEIR
POSITIONS AND LEVELS. ANY DISCREPANCY IS TO BE IMMEDIATELY
REPORTED TO THE ENGINEER.
3. A FULL SET OF MATERIAL TESTS(COMPACTION, CBR & UCS)
REFLECTING COMPLIANCE WITH THE SPECIFICATIONS IS TO BE
SUBMITTED TO THE ENGINEER FOR ONWARD TRANSMISSION TO THE
EMPLOYER.
4. INTERSECTION SERVICES TO BE EXPOSED, POSITIONS RECORDED
AND ANY CLASHES IN POSITION WITH THE WORKS TO BE REPORTED
TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
ROADWORKS
1. FULL ROAD RESERVE WIDTH TO BE CLEARED
2. TOPSOIL TO BE REMOVED TO AN AVERAGE DEPTH OF 150mm OVER
ROAD BOXED CUT
3. REFER TO TYPICAL DETAIL FOR ROAD PAVEMENT STRUCTURAL
DETAILS.
STORMWATER DRAINAGE
1. THE APPLICABLE STANDARDISED SPECIFICATIONS ARE SABS
1200DB, 1200GA, 1200LB & 1200LE READ WITH RELEVANT
CONTRACT PROJECT
2. PIPES OF DIFFERENT DIAMETERS WITHIN ANY MANHOLE OR KERB
INLET ARE TO BE INSTALLED SOFFIT TO SOFFIT.
3. INVERT LEVELS GIVEN REFER TO THE LARGEST PIPE IN THE
STRUCTURE, UNLESS OTHERWISE SPECIFIED
4. ALL STORMWATER PIPES ARE TO BE CLASS 100D PRECAST
CONCRETE OGEE JOINTED PIPES.
5. PIPE SIZES: AS SHOWN ON LONGITUDINAL SECTION.
6. MINIMUM COVER TO ALL PIPES TO BE 600mm.
7. POSITION OF SUBSOIL DRAINAGE WILL BE DETERMINED ON SITE.
8. REFER TO STD DRAWINGS FOR S/WATER DRAIN APPURTENANT WORK
DETAILS
9. ALL BRICKS TO BE QUALITY FBSE30 TO SABS 227-1986 WATER
ABSORPTION <14% AND EFFLORESCENCE<
10. ALL BRICKWORK TO BE IN ENGLISH BOND WITH JOINTS PROPERLY
POINTED.
N
LAYOUT PLAN AND LONGITUDINAL SECTION
ROAD 2
SW
MH
FH
SW
MH
FH
LEGEND
ROAD SIGN
MANHOLE
ELECTRICAL POLE
BENCH MARK
FIRE HYDRANT
LIGHT POLE
ROBOT
STORMWATER MANHOLE
EXIST WATER VALVE
EXIST SW AND MH
NEW KI
NEW SW & MH
EXIST SEWER & MH
NEW SEWER & MH
1m SIDEWALK
KI 024
LAYOUT PLAN - ROAD 22 AND ROAD 23
SCALE 1:500
CURVE LIST
ROAD LIST
2.0%
2700 (ROADWAY) 2700 (ROADWAY)
5700
6000
600 600 1200
2400
25
0
10
0
5
0
FINISHED ROAD SURFACE
150mm THICK LAYER
SELECTED G5 MATERIAL COMPACTED TO
95% OF Mod AASHTO DENSITY
CLASS 25/19 CAST
IN - SITU CONCRETE,
100mm THICK
REF. 395 STEEL MESH
2.0%
2700 (ROADWAY) 2700 (ROADWAY)
80mm PAVEMENT BLOCKS
150mm G2 LAYER COMPACTED T0 86-88% MOD AASHTO
150mm TYPE MATERIAL G5 COMPACTED TO 95% MOD. AASHTO
200mm ROCKFILL COMPACTED TO 90% MOD AASHTO
5700
6000
150mm ROADBED PREPARATION COMPACTED TO 90% MOD AASHTO
CONCRETE STORM CHANNEL
(DETAIL A)
DETAIL B
20mm RIVERSAND
80mm INTERLOCKING PAVING
BLOCK
DIMENSIONS VARIES
TYPE A CROSS SECTION
NTS
TYPE B CROSS SECTION
NTS
STORMWATER CHANNEL DETAIL
NTS
DETAIL B
NTS
80mm PAVEMENT BLOCKS
150mm G2 LAYER COMPACTED T0 86-88% MOD AASHTO
150mm TYPE MATERIAL G5 COMPACTED TO 95% MOD. AASHTO
200mm ROCKFILL COMPACTED TO 90% MOD AASHTO
150mm ROADBED PREPARATION COMPACTED TO 90% MOD AASHTO
CONCRETE STORM CHANNEL
(DETAIL A)
150mm G2 LAYER
1058
1063
Datum 1053.0
ROAD 2b CHAINAGE 0 TO 360
HORIZONTAL SCALE 1:1000
VERTICAL SCALE 1:100
0
20
40
60
80
10
0
12
0
14
0
16
0
18
0
20
0
22
0
24
0
26
0
28
0
30
0
32
0
34
0
36
0
36
0.6
6
10
61
.0
7
10
60
.9
9
10
61
.1
2
10
61
.3
3
10
61
.4
0
10
61
.3
3
10
61
.0
5
10
60
.9
8
10
60
.8
7
10
60
.7
8
10
60
.7
4
10
60
.6
5
10
60
.6
9
10
60
.5
4
10
60
.5
1
10
60
.3
0
10
60
.3
2
10
59
.9
6
10
58
.3
5
10
58
.3
5
10
61
.0
21
10
61
.1
21
10
61
.2
21
10
61
.3
21
10
61
.3
81
10
61
.3
42
10
61
.2
43
10
61
.1
43
10
61
.0
43
10
60
.9
43
10
60
.8
43
10
60
.7
41
10
60
.6
25
10
60
.4
96
10
60
.3
63
10
60
.2
30
10
60
.0
97
10
59
.7
97
10
58
.3
49
10
58
.2
94
10
61
.0
75
10
61
.1
75
10
61
.2
75
10
61
.3
75
10
61
.4
35
10
61
.3
96
10
61
.2
97
10
61
.1
97
10
61
.0
97
10
60
.9
97
10
60
.8
97
10
60
.7
95
10
60
.6
79
10
60
.5
50
10
60
.4
17
10
60
.2
84
10
60
.1
51
10
59
.8
50
10
58
.4
03
10
58
.3
48
10
61
.1
29
10
61
.2
29
10
61
.3
29
10
61
.4
29
10
61
.4
89
10
61
.4
50
10
61
.3
51
10
61
.2
51
10
61
.1
51
10
61
.0
51
10
60
.9
51
10
60
.8
49
10
60
.7
33
10
60
.6
04
10
60
.4
71
10
60
.3
38
10
60
.2
05
10
59
.9
04
10
58
.4
57
10
58
.4
02
Direction
183.14°
BV
C
62
.2
01
40.000m VC
K = 40.000
EV
C
10
2.2
01
BV
C
20
8.7
02
45.000m VC
K = 273.838
EV
C
25
3.7
02
BV
C
33
0.6
36
20.000m VC
K = 2.612
EV
C
35
0.6
36
0.500 %
82.201 1061.486
-0.500 %
231.202 1060.741
-0.664 %
340.636 1060.014
-8.320 %
-2.00000
2.00000
CHAINAGE
CENTRELINE PEG LEVELS
LEFT EDGE
CENTRE LINE
RIGHT EDGE
GRADES
VERTICAL CURVES
SUPERELEVATION
HORIZONTAL CURVES
VE
RT
IC
AL
A
LIG
NM
EN
T
DE
SIG
N R
OA
D L
EV
EL
S
Road2b
Position
PI0
PI1
Chainage
0
360.660
Y-Coord
-12812.100
-12831.877
X-Coord
2812918.172
2812558.055
Radius
0.000
Road2b
No
0
1
Radius
0.00
0.00
TR.In
0.00
0.00
TR.Out
0.00
0.00
TAN.In
0.00
0.00
TAN.Out
0.00
0.00
Deflection
0:00:00
0:00:00
VK0059-CIV-RD-009
2 OF 2
1059
1064
Datum 1054.0
ROAD 2a CHAINAGE 0 TO 237
HORIZONTAL SCALE 1:1000
VERTICAL SCALE 1:100
0
20
40
42
60
80
10
0
12
0
14
0
16
0
18
0
20
0
22
0
23
7.9
9
10
61
.4
3
10
61
.4
6
10
61
.4
7
10
61
.4
7
10
61
.4
7
10
61
.2
3
10
61
.0
8
10
61
.1
0
10
60
.9
0
10
60
.9
3
10
60
.8
3
10
60
.8
9
10
60
.8
0
10
60
.8
0
10
61
.3
74
10
61
.4
08
10
61
.5
12
10
61
.5
20
10
61
.4
35
10
61
.3
10
10
61
.2
39
10
61
.1
67
10
61
.0
96
10
61
.0
25
10
60
.9
53
10
60
.8
82
10
60
.8
10
10
60
.7
46
10
61
.4
28
10
61
.4
62
10
61
.4
75
10
61
.4
74
10
61
.4
35
10
61
.3
64
10
61
.2
93
10
61
.2
21
10
61
.1
50
10
61
.0
78
10
61
.0
07
10
60
.9
36
10
60
.8
64
10
60
.8
00
10
61
.4
82
10
61
.5
16
10
61
.4
38
10
61
.4
27
10
61
.4
35
10
61
.4
18
10
61
.3
47
10
61
.2
75
10
61
.2
04
10
61
.1
32
10
61
.0
61
10
60
.9
90
10
60
.9
18
10
60
.8
54
Direction
187.62°
41
.8
58
BC
C
Curve 1 Right
Radius=200.000
I=3.45°
53
.8
90
EC
C
Direction
191.06°
BV
C
22
.0
00
40.000m VC
K = 75.672
EV
C
62
.0
00
0.171 %
42.000 1061.500
-0.357 %
-2.00000
2.00000
-2.00000
2.00000
-2.00000
2.00000
CHAINAGE
CENTRELINE PEG LEVELS
LEFT EDGE
CENTRE LINE
RIGHT EDGE
GRADES
VERTICAL CURVES
SUPERELEVATION
HORIZONTAL CURVES
VE
RT
IC
AL
A
LIG
NM
EN
T
DE
SIG
N R
OA
D L
EV
EL
S
CURVE LIST
ROAD LIST
Road2a
Position
PI0
B.C.C.1
PI1
E.C.C.1
PI2
Chainage
0
41.858
47.874
53.890
237.987
Y-Coord
-12789.486
-12795.033
-12795.830
-12796.985
-12832.308
X-Coord
2813154.431
2813112.943
2813106.978
2813101.072
2812920.395
Radius
0.000
200.000
Road2a
No
0
1
2
Radius
0.00
200.00
0.00
TR.In
0.00
0.00
0.00
TR.Out
0.00
0.00
0.00
TAN.In
0.00
6.02
0.00
TAN.Out
0.00
6.02
0.00
Deflection
0:00:00
3:26:49
0:00:00
AutoCAD SHX Text
stormwater pipe
Page 3
A
C
C
E
S
S
R
O
A
D
ROBEGA
VILLAGE
BORROW PIT
ST
RE
ET
4
STREET 3
STREET 2
S
T
R
E
E
T
1
1 OF 1
VK0059-CIV-BR-001
BORROW PIT
PROJECT STATUS
CONCEPT
DRAWING
TENDER
DRAWING
APPROVED
CONSTRUCTION
DRAWING
AS BUILT
DRAWING
INSPECTOR OF WORKS of RLM:
PROJECT ENGINEER of RLM:
Prof Reg No.
NAME
DATE
SIGNATURE
ROADS AND STORMWATER
FOR INTERNAL APPROVAL - RECEIVED SIGN WHEN APPLICABLE
DIRECTOR:INFRASTRUCTURE PROVISION
DIRECTOR: ROADS AND STORMWATER
DIRECTOR: ROADS AND STORMWATER SERVICES
NAME Prof. Reg. No
AMENDMENTS
NR DATE DESCRIPTION PARAPPROVED
SIGNATURE DATE
NAME
DATE
SIGNATURE
NAME Prof. Reg. No SIGNATURE DATE
NAME Prof. Reg. No SIGNATURE DATE
DATE:
SCALE
PAPER SIZE
SHEET No.
PROJECT No.
CONTRACT
No.
A0
AS-SHOWN
MLM DRAWING NUMBER
_-____-________-__-____-__-__
DRAWING DESCRIPTION
DESCRIPTION OF PROJECT:
WBS No.
_.______._.___._._
REVISION
0
CONSULTANT DETAIL
REVISION
0
DESIGN OFFICE APPROVAL
SIGNATURE:............................... DATE:.......................
NAME:.........................................
SIGNATURE:............................... DATE:.......................
NAME:............................... Prof Reg No:..................................
CHECKED
DRAWN
DESIGNED
INFORMATION OFFICE CHECKED
SIGNATURE:............................... DATE:.......................
NAME:............................... Prof Reg No:..................................
SIGNATURE:............................... DATE:.......................
NAME:...............................
SIGNATURE:............................... DATE:.......................
NAME:............................... Prof Reg No:..................................
MAY 2015
CONSULTANT DRAWING NUMBER
I, ___________________ Prof Reg Nr__________________
HEREBY CERTIFY THAT THE SERVICES WILL\ HAVE BEEN INSTALLED
ACCORDING TO NOTE 9 OF THE ABOVE NOTES AND TO THE
DRAWING
SIGNATURE
__________________
DATE
________
FAX : 012 344 4027
TEL : 012 344 4025
e-mail: [email protected]
0126
P.O. BOX 12472
THE TRAMSHED
ROBEGA INTERNAL ROADS AND
STORMWATER
VK0059
FAX : 014 590 3006
TEL : 014 590 3004
0300
P.O. BOX 16
RUSTENBURG
RUSTENBURG LOCAL
MUNICIPALITY
RLM/DTIS/0020/2015/16
Page 4
MUNICIPAL INFRACTRUCTURE GRANTNORTH WEST PROVINCE
IMPLEMENTING AGENT
PROJECT MANAGERS / CONSULTANTS
CONTRACTOR
VUKA AFRICA CONSULTING ENGINEERSTel: (012) 344 4025 Fax: (012) 344 4027
32
487
32
175
175
175
175
175
175
32
2397
636 32
32
1400668
32
321308460
32
93632
2800
32
Tel: (014) 590 3004 Fax: (014) 590 3006
ENQUIRIES:
PROJECT MANAGEMENT UNIT MANAGERTELEPHONE NUMBER: (014) 590 3535
FUNDS ALLOCATED: R0, 000, 000.00
RUSTENBURG LOCAL MUNICIPALITY
32
350
2800
ROBEGA INTERNAL ROADS AND STORMWATER
32
350
1 OF 1
VK0059-CIV-DT-001
NAME BOARD
PROJECT STATUS
CONCEPT
DRAWING
TENDER
DRAWING
APPROVED
CONSTRUCTION
DRAWING
AS BUILT
DRAWING
INSPECTOR OF WORKS of RLM:
PROJECT ENGINEER of RLM:
Prof Reg No.
NAME
DATE
SIGNATURE
ROADS AND STORMWATER
FOR INTERNAL APPROVAL - RECEIVED SIGN WHEN APPLICABLE
DIRECTOR:INFRASTRUCTURE PROVISION
DIRECTOR: ROADS AND STORMWATER
DIRECTOR: ROADS AND STORMWATER SERVICES
NAME Prof. Reg. No
AMENDMENTS
NR DATE DESCRIPTION PARAPPROVED
SIGNATURE DATE
NAME
DATE
SIGNATURE
NAME Prof. Reg. No SIGNATURE DATE
NAME Prof. Reg. No SIGNATURE DATE
DATE:
SCALE
PAPER SIZE
SHEET No.
PROJECT No.
CONTRACT
No.
A0
AS-SHOWN
MLM DRAWING NUMBER
_-____-________-__-____-__-__
DRAWING DESCRIPTION
DESCRIPTION OF PROJECT:
WBS No.
_.______._.___._._
REVISION
0
CONSULTANT DETAIL
REVISION
0
DESIGN OFFICE APPROVAL
SIGNATURE:............................... DATE:.......................
NAME:.........................................
SIGNATURE:............................... DATE:.......................
NAME:............................... Prof Reg No:..................................
CHECKED
DRAWN
DESIGNED
INFORMATION OFFICE CHECKED
SIGNATURE:............................... DATE:.......................
NAME:............................... Prof Reg No:..................................
SIGNATURE:............................... DATE:.......................
NAME:...............................
SIGNATURE:............................... DATE:.......................
NAME:............................... Prof Reg No:..................................
MAY 2015
CONSULTANT DRAWING NUMBER
I, ___________________ Prof Reg Nr__________________
HEREBY CERTIFY THAT THE SERVICES WILL\ HAVE BEEN INSTALLED
ACCORDING TO NOTE 9 OF THE ABOVE NOTES AND TO THE
DRAWING
SIGNATURE
__________________
DATE
________
FAX : 012 344 4027
TEL : 012 344 4025
e-mail: [email protected]
0126
P.O. BOX 12472
THE TRAMSHED
ROBEGA INTERNAL ROADS AND
STORMWATER
VK0059
FAX : 014 590 3006
TEL : 014 590 3004
0300
P.O. BOX 16
RUSTENBURG
RUSTENBURG LOCAL
MUNICIPALITY
RLM/DTIS/0020/2015/16
AutoCAD SHX Text
Creating opportunities towards human fullfilment
Page 5
W3
32
W416
W3
32
2
0
0
4
0
0
200
ROAD STUD STYMSONITE 88
YELLOW / BLANK OR SIMILAR APPROVED
W417
ROAD STUD STYMSONITE 88
RED / RED
W416
W417
±30000mm
2000
3500
85
60000 - 80000mm
60000 - 80000mm
±30000mm
2000
3
0
°
A
A
B B
85
40
300150
SPEED HUMP
OPENING FOR STORMWATER
25m
m
45m
m
63m
m
75m
m
83m
m
85m
m
83m
m
75m
m
63m
m
45m
m
25m
m
CUMILATIVE
DISTANCE
OF PROFILE
HEIGHT
250
550
850
1150
1450
1750
2050
2350
2650
2950
3250
3500
20
9797 9797 97 979797
580
397
520
600
397
520
580
200
650
AREA = 0.7m²
1600
900
AREA = 0.66m²
215
250
1203
CONSTRUCTION METHOD:
1. SETTING OUT OF HUMP - FEW DAYS BEFORE CONSTRUCTION.
2. SAW CUTS ONE TO TWO DAYS BEFORE CONSTRUCTION.
ON CONSTRUCTION DAY:
3. REMOVE 500mm ASPHALT STRIPS.
4. START ERECTING ROAD SIGHNS AND PAINT WARNING ROAD
MARKING.
5. PLACE ASPHALT IN STRIPS AND COMPACT WITH TWO PASSES
WITHOUT VIBRATOR.
6. PLACE TEMPLATES - BOTH SIDES OF ONE LANE AT A TIME.
7. PLACE ASPHALT AND RAKE TILL SLIGHTLY HIGHER THAN
TEMPLATES.
8. SHAPE ASPHALT WITH STRAIGHT EDGE (CHANNEL SECTION
6000mm LONG).
9. REMOVE TEMPLATES AND COMPACT WITHOUT VIBRATOR (THREE
PASSES).
10. MEASURE PROFILE AND RECTIFY IF NECESSARY.
11. FINAL COMPACTION WITH THREE TO FOUR PASSES WITH
VIBRATOR.
12. PLACE ROAD STUDS.
13. PAINT SPEED HUMP THE NEXT DAY.
NOTES
NOTE:
THE TRAFIC ENGINEERING AND
OPERATION SECTION MUST
ALWAYS BE CONSULTED TO
ASSIST WITH THE SETTING OUT
OF SPEED HUMPS.
VARIES
500
FINAL PROFILE SHAPED WITH TEMPLATE
TACK COAT SPEED HUMP FOOTING EXISTING ASPHALT
RED
RED
WHITE
HIGH INTENSITY GRADE
RETRO-REFLECTIVE SHEETING
1,4 CHROMADECK BACKING PLATE
NOTE:
RED
RED
WHITE
50
50
60
0
300
WHITE
25mm RADIUS
12mm Ø HOLE
BLACK SYMBOL
12mm Ø HOLE
HIGH INTENSITY GRADE
RETRO-REFLECTIVE SHEETING
1,4 CHROMADECK BACKING PLATE
NOTE:
300
50
50
60
0
WHITE
25mm RADIUS
12mm Ø HOLE
BLACK SYMBOL
12mm Ø HOLE
PLAN OF SPEED HUMP
SCALE 1:100
SECTION A-A:
CONSTRUCTION DETAIL OF SPEED HUMP
SCALE 1:10
SECTION B-B:
CONSTRUCTION DETAIL OF SPEED HUMP
SCALE 1:10
SIDE ELEVATION
SCALE 1:20
PLAN
TEMPLATE DETAIL FOR CONSTRUCTION OF SPEED HUMP
SCALE 1:5
DETAIL OF SPEED HUMP ROAD MARKING
SCALE 1:20
DANGER PLATE SPEEDHUMP (LEFT)
W416
SCALE 1:10
DANGER PLATE SPEEDHUMP (RIGHT)
W417
SCALE 1:10
1 OF 1
VK0059-CIV-DT-002
SPEED HUMP DETAILS
NOTES AND SPECIFICATIONS
GENERAL
1. ALL MATERIAL AND WORKMANSHIP MUST COMPLY
WITH THE REQUIREMENTS OF THE LATEST RELEVANT
SABS REQUIREMENTS.
2. ALL DIMENSIONS ARE IN MILLIMETRES.
(UNLESS OTHERWISE SPECIFIED).
3. DO NOT SCALE FROM THESE DRAWINGS.
4. ALL DIMENSIONS MUST BE CHECKED AND APPROVED
ON SITE.
5. ALL CONSTRUCTION TO BE DONE IN ACCORDANCE
WITH THE STANDARD SPECIFICATIONS FOR
MUNICIPAL CIVIL ENGINEERING WORKS AND SABS
1200.
6. THESE DRAWINGS MUST BE READ IN CONJUNCTION
WITH THE STANDARD DRAWINGS.(IF APPLICABLE).
7. THIS DRAWING MUST BE READ IN CONJUNCTION WITH
THE STANDARD SPECIFICATIONS FOR MUNICIPAL
CIVIL ENGINEERING WORKS AND SABS 1200.
8. FINAL POSITION OF SERVICES TO BE DETERMINED ON
SITE.
ROAD C LAYOUT
SCALE 1:500
PROJECT STATUS
CONCEPT
DRAWING
TENDER
DRAWING
APPROVED
CONSTRUCTION
DRAWING
AS BUILT
DRAWING
INSPECTOR OF WORKS of RLM:
PROJECT ENGINEER of RLM:
Prof Reg No.
NAME
DATE
SIGNATURE
ROADS AND STORMWATER
FOR INTERNAL APPROVAL - RECEIVED SIGN WHEN APPLICABLE
DIRECTOR:INFRASTRUCTURE PROVISION
DIRECTOR: ROADS AND STORMWATER
DIRECTOR: ROADS AND STORMWATER SERVICES
NAME Prof. Reg. No
AMENDMENTS
NR DATE DESCRIPTION PARAPPROVED
SIGNATURE DATE
NAME
DATE
SIGNATURE
NAME Prof. Reg. No SIGNATURE DATE
NAME Prof. Reg. No SIGNATURE DATE
DATE:
SCALE
PAPER SIZE
SHEET No.
PROJECT No.
CONTRACT
No.
A1
AS-SHOWN
MLM DRAWING NUMBER
_-____-________-__-____-__-__
DRAWING DESCRIPTION
DESCRIPTION OF PROJECT:
WBS No.
_.______._.___._._
REVISION
0
CONSULTANT DETAIL
REVISION
0
DESIGN OFFICE APPROVAL
SIGNATURE:............................... DATE:.......................
NAME:.........................................
SIGNATURE:............................... DATE:.......................
NAME:............................... Prof Reg No:..................................
CHECKED
DRAWN
DESIGNED
INFORMATION OFFICE CHECKED
SIGNATURE:............................... DATE:.......................
NAME:............................... Prof Reg No:..................................
SIGNATURE:............................... DATE:.......................
NAME:...............................
SIGNATURE:............................... DATE:.......................
NAME:............................... Prof Reg No:..................................
SEPT 2015
CONSULTANT DRAWING NUMBER
I, ___________________ Prof Reg Nr__________________
HEREBY CERTIFY THAT THE SERVICES WILL\ HAVE BEEN INSTALLED
ACCORDING TO NOTE 9 OF THE ABOVE NOTES AND TO THE
DRAWING
SIGNATURE
__________________
DATE
________
FAX : 012 344 4027
TEL : 012 344 4025
e-mail: [email protected]
0126
P.O. BOX 12472
THE TRAMSHED
ROBEGA INTERNAL ROADS AND
STORMWATER
VK0059
FAX : 014 590 3006
TEL : 014 590 3004
0300
P.O. BOX 16
RUSTENBURG
RUSTENBURG LOCAL
MUNICIPALITY
RLM/DTIS/0020/2015/16
Page 6
185
40
00
50
50
00
r*
r
L
MH
gf
e
P
a
Y = YELLOW
W = WHITE
R = RED
LEGEND:
100
100100
100
87
58
46
29
r
100
DIMENSIONS (mm)
LANE
¢
LANE
¢
LANE
¢
LANE
¢
SCALE:1 : 25
LANE
¢
LANE
¢
LANE
¢
LANE
¢
LANE
¢
LANE
¢
SCALE:1 : 25
APPLICATIONS
SCALE 1 : 50
SCALE:1 : 25
MARKING SPACING
¢
¢
DIVIDING LINEDIVIDING LINE
BARRIER LINE AHEAD
FROM BOTH DIRECTIONS
BARRIER LINE AHEADBARRIER LINE AHEAD
WM 8.2WM 8 WM 8.1
DIMENSIONS (mm)
SCALE 1 : 50
APPLICATIONS
FROM THE RIGHTFROM BOTH SIDESFROM THE LEFT
WM 6.3WM 6.2WM 6.1
LEFT
RIGHT
SCALE:1 : 25
RM 8.1
WM 7.1
RM 8.2
WM 7.2
RM 8.3
WM 7.3
RM 8.4
WM 7.4
RM 8.5
WM 7.5
RM 8.6
WM 7.6
LEFT TURN
STRAIGHT AHEAD
AND LEFT TURN
STRAIGHT AHEAD
STRAIGHT AHEAD
AND RIGHT TURN
RIGHT TURN
LEFT TURN
AND RIGHT TURN
DIMENSIONS (mm)
LANE
¢
LANE
¢
LANE
¢
LANE
¢
LANE
¢
LANE
¢
MANDATORY DIRECTION ARROWS
GM 3.1
GM 3.2
GM 3.3 GM 3.4
LANE ADDITION LEFT
LANE WIDENS TO
TWO LANES
LANE ADDITION RIGHT
LANE ADDITIONS LEFT
AND RIGHT
DIMENSIONS (mm)
APPLICATIONS
SCALE 1 : 50
All Operating Speeds MN O P Q R
S
and Applications
300 210 180 1300 898 402 155
R ST
300 188 161
0.82
0.62
4000
3000
Per Arrowa
ARROW AREA / (m²)
6.20
3.88
2.58
2.06
6.56
3.92
2.61
2.08
12000
7500
5000
4000
WM6.2WM6.1/WM6.3a
ARROW AREA / (m²)
5.80
3.87
3.09
1.93
3.82
2.55
2.04
1.27
3.89
2.59
2.07
1.30
7500
5000
4000
2500
GM3.4GM3.2
GM3.1/GM3.3a
ARROW AREA / (m²)
39032370
VUT
100 or 15075219181260735
Applications
MLKJIH
All
329921180210110012501700
and Applications
QPONML
KAll Operating Speeds
Typical Applications a b cd e f
gh
r r*
Urban
Rural
3000
4000
1941
2588
83
111
976
1301
1741
2321
528
704
731
975
1206
1608
5620
9900
5820
10000
Operating Speed km/hTypical Applications
a b cd e f
gh
i j
k
30 -40
50 - 60
70 - 90
100 - 120
City Centre
Urban Roads
Urban Arterial Roads/
Rural Expressways
Rural Roads and
Freeways
4000
5000
7500
12000
2400
3000
4500
7200
1600
2000
3000
4800
3200
4000
6000
9600
1271
1589
2384
3814
847
1058
1587
2539
227
284
426
681
855
1069
1603
2566
1696
2120
3180
5089
1277
1596
2394
3830
1126
1407
2111
3377
Operating Speed km/h Typical Applications
ab c
d e f g h i j
30 -40
50 - 60
70 - 90
100 - 120
City Centre
Urban Roads
Urban Arterial Roads/
Rural Expressways
Rural Roads and Freeways
2500
4000
5000
7500
1500
2400
3000
4500
1000
1600
2000
3000
2170
3472
4340
6510
1141
1826
2282
3423
268
429
536
804
761
1218
1522
2283
1235
1976
2470
3705
81
129
161
242
855
1367
1709
2564
a
RM8.1/RM8.5
WM7.1/WM7.5
RM8.2/RM8.4
WM7.2/WM7.4
RM8.3
WM7.3
RM8.6
WM7.6
2500
4000
5000
7500
0.67
1.14
1.45
2.23
0.89
1.43
1.78
2.66
0.66
1.06
1.32
1.98
1.03
1.68
2.12
3.20
All Operating Speeds
and Applications
N O PQ R S
T
210 180 350 300 500 400 600
1. IT IS RECOMMENDED THAT THREE SETS OF ARROWS
BE USED ON HIGH SPEED ROADS, SPACED AT FOUR
MODULE INTERVALS BEFORE THE END OF THE LANE
LINE. SINGLE ARROWS SETS MAY BE USED ON LOWER
SPEED ROADS.
2. THE BENT ARROWS MAY BE USED IN ADDITION TO THE
THREE-ARROW SETS ALONG THE LENGTH OF THE LANE
REDUCTION TAPER.
NOTES: (LANE REDUCTION ARROWS)
1. THESE ARROWS MAY BE USED TO INDICATE THAT THE NUMBER
OF LANES IS INCREASING AHEAD. ONLY ONE SET OF ARROWS
SHOULD BE USED UNLESS A LEFT AND RIGHT TURN LANE ARE
ADDED TO A MULTI-LANE ROADWAY AT THE SAME POINT WHERE
TWO SETS MAY BE USED.
2. DIRECTION ARROWS AHEAD SHALL NOT BE USED TO INDICATE THE
ADDITION OF LANES AHEAD.
3. AS A GENERAL RULE BIFURACTION ARROWS SHOULD BE LOCATED
TWO TO THREE MARKING MODULES BEFORE THE START OF THE
LANE GENERATING TAPER OR CURVE.
NOTES: (FURCATION ARROWS)
1. THESE ARROWS SHOULD BE USED IN MULTIPLES OF THREE
(AT LEAST) IN ADVANCE OF THE START OF A SECTION OF
NO OVERTAKING LINE , NO CROSSING LINE OR PAINTED ISLAND
WHEN SUCH BARRIER LINES REPLACE A DIVIDING LINE.
2. THE ARROWS MAY BE MARKED ON TOP OF EXISTING DIVIDING
LINE MARKINGS (IF THE EXISTING LINE IS A CENTRE LINE
TO A 12m OR 7.2m MODULE THE POINT OF THE ARROW SHOULD
BE LINED UP WITH THE FORWARD END OF THE LINE).
3. WHEN OVERTAKING SECTIONS ARE REGULARLY INTERSPERSED
WITH NO OVERTAKING SECTIONS AND ARE SHORT IN LENGTH
MARKING WM 8.2 MAY BE USED AT THE CENTRE OF THE
OVERTAKING SECTION.
NOTES: (BARRIER LINE AHEAD ARROWS)
1. THESE ARROWS MAY BE USED IN LANES TO INDICATE THAT
DRIVERS SHALL PROCEED ONLY IN THE DIRECTION OR
DIRECTIONS SHOWN. THEY SHOULD ONLY BE USED IF THE
JUNCTION CONCERNED REQUIRED TURNING MOVEMENT CONTROL
BY LANE.
2. THE FINAL ARROW NEAREST THE POINT OF TURN OR STRAIGHT ON
MOVEMENT SHALL BE YELLOW. ANY ARROWS MARKED IN ADVANCE
OF THIS POINT TO WARN DRIVERS OF THE MANDATORY MOVEMENT
AHEAD SHALL BE WHITE.
3. A MANDATORY OR WARNING DIRECTION ARROW SHALL NOT BE
USED IN ADVANCE OF A WIDENING OF THE ROADWAY TO A
GREATER NUMBER OF LANES. THIS SHALL BE INDICATED IF
NECESSARY, BY USING FURCATION ARROWS.
NOTES: (MANDATORY DIRECTION ARROWS)
ARROW AREA / (m²)
90
60
48
30
174
116
93
58
4350
2900
2320
1450
1140
760
608
380
2100
1400
1120
700
3750
2500
2000
1250
1650
1100
880
550
750
500
400
250
5100
3400
2720
1700
3000
2000
1600
1000
1250
833
666
417
600
400
320
200
2651
1767
1406
884
1350
900
720
450
1050
700
560
350
1800
1200
960
600
7500
5000
4000
2500
Special Applications
Rural and Freeways
Urban/Rural Expressway
City Centre
ALL
100 - 120
50 - 90
30 -40
qpo
n
ml
kji
hg
fedcbaTypical Applications
Operating Speed km/h
BARRIER LINE AHEAD ARROWS
LANE REDUCTION ARROWS
FURCATION ARROWS
(YELLOW)
(WHITE)
SCALE: 1:50
(YELLOW)
(WHITE)
APPLICATIONS
50
50
10
0
850
850
50
.
50
.
50
.
108000 RURAL - 81000 URBAN
60000 RURAL
45000 URBAN
24000 RURAL
18000 URBAN
450
50
50 500
30
00
75
100
.
48000 RURAL
36000 URBAN
36000 RURAL
27000 URBAN
50
TYPICAL 3700
UTS
U
VS
M
P
RQ
d
hg
fe
jg
i
k
M
NON
a
cb
NONM
L
STS
RQP
K
a
cb
ji
h
gf
e
d
a
d
c
b
h
rq
SR
TQ
mk
l
p
o
kj
i
a
NON
QP
hg
f
e
nb
cd
b
PROJECT STATUS
CONCEPT
DRAWING
TENDER
DRAWING
APPROVED
CONSTRUCTION
DRAWING
AS BUILT
DRAWING
INSPECTOR OF WORKS of RLM:
PROJECT ENGINEER of RLM:
Prof Reg No.
NAME
DATE
SIGNATURE
ROADS AND STORMWATER
FOR INTERNAL APPROVAL - RECEIVED SIGN WHEN APPLICABLE
DIRECTOR:INFRASTRUCTURE PROVISION
DIRECTOR: ROADS AND STORMWATER
DIRECTOR: ROADS AND STORMWATER SERVICES
NAME Prof. Reg. No
AMENDMENTS
NR DATE DESCRIPTION PARAPPROVED
SIGNATURE DATE
NAME
DATE
SIGNATURE
NAME Prof. Reg. No SIGNATURE DATE
NAME Prof. Reg. No SIGNATURE DATE
DATE:
SCALE
PAPER SIZE
SHEET No.
PROJECT No.
CONTRACT
No.
A0
AS-SHOWN
MLM DRAWING NUMBER
_-____-________-__-____-__-__
DRAWING DESCRIPTION
DESCRIPTION OF PROJECT:
WBS No.
_.______._.___._._
REVISION
0
CONSULTANT DETAIL
REVISION
0
DESIGN OFFICE APPROVAL
SIGNATURE:............................... DATE:.......................
NAME:.........................................
SIGNATURE:............................... DATE:.......................
NAME:............................... Prof Reg No:..................................
CHECKED
DRAWN
DESIGNED
INFORMATION OFFICE CHECKED
SIGNATURE:............................... DATE:.......................
NAME:............................... Prof Reg No:..................................
SIGNATURE:............................... DATE:.......................
NAME:...............................
SIGNATURE:............................... DATE:.......................
NAME:............................... Prof Reg No:..................................
MAY 2015
CONSULTANT DRAWING NUMBER
I, ___________________ Prof Reg Nr__________________
HEREBY CERTIFY THAT THE SERVICES WILL\ HAVE BEEN INSTALLED
ACCORDING TO NOTE 9 OF THE ABOVE NOTES AND TO THE
DRAWING
SIGNATURE
__________________
DATE
________
FAX : 012 344 4027
TEL : 012 344 4025
e-mail: [email protected]
0126
P.O. BOX 12472
THE TRAMSHED
ROBEGA INTERNAL ROADS AND
STORMWATER
VK0059
FAX : 014 590 3006
TEL : 014 590 3004
0300
P.O. BOX 16
RUSTENBURG
RUSTENBURG LOCAL
MUNICIPALITY
RLM/DTIS/0020/2015/16
2 OF 2
VK0059-CIV-DT-004
TYPICAL ROAD MARKINGS
Page 7
900 MIN
600 600 600 600
3000 MIN
600 M
IN
75
575
450 M
IN
150
180
1000
1
0
0
0
2000 TRANSITION
100
525
450 Ø
M
IN
4
5
0
Ø
M
I
N
4
5
0
Ø
M
I
N
OUTLET BOX (SEE DETAIL)
PRECAST CATCHPIT SECTIONS (SEE DETAIL)
PRECAST END PIECE
(SEE DETAIL)
POSSIBLE POSITIONS OF
INLET OR OUTLET PIPES
NOTE:
WHERE PROVISION IS MADE FOR FUTURE ROAD WIDENING
AND THE MAIN DRAIN IS CONSTRUCTED AWAY FROM THE
CURRENT EDGE OF ROAD, THE MINMUM LENGTH OF THE
JUNCTION BOX IS TO BE LIMITED TO 3,0m. A PIPE IS TO BE
PROVIDED BETWEEN THE CATCHPIT, JUNCTION BOX AND
THE MAIN STORMWATER DRAIN.
60
0 M
IN
600 600
52
5
45
0 M
IN
45
0 M
IN
4
5
0
M
I
N
4
5
0
M
I
N
900 MIN
2000 TRANSITION
POSSIBLE POSITION OF
INLET OR OUTLET PIPES
POSSIBLE POSITION OF
INLET OR OUTLET PIPES
OUTLET BOX POSITION
(SEE DETAIL)
PRECAST CATCHPIT SECTIONS
15
07
53
50
22
5
57
5
200
600
PLAN OF CATCHPIT SHOWING OUTLET BOX POSITION
BELOW VERTICAL KERB
SCALE 1:20
1 OF 1
VK0059-CIV-DT-005
CATCH-PIT DETAILS
NOTES AND SPECIFICATIONS
GENERAL
1. ALL MATERIAL AND WORKMANSHIP MUST COMPLY
WITH THE REQUIREMENTS OF THE LATEST RELEVANT
SABS REQUIREMENTS.
2. ALL DIMENSIONS ARE IN MILLIMETRES.
(UNLESS OTHERWISE SPECIFIED).
3. DO NOT SCALE FROM THESE DRAWINGS.
4. ALL DIMENSIONS MUST BE CHECKED AND APPROVED
ON SITE.
5. ALL CONSTRUCTION TO BE DONE IN ACCORDANCE
WITH THE STANDARD SPECIFICATIONS FOR
MUNICIPAL CIVIL ENGINEERING WORKS AND SABS
1200.
6. THESE DRAWINGS MUST BE READ IN CONJUNCTION
WITH THE STANDARD DRAWINGS.(IF APPLICABLE).
7. THIS DRAWING MUST BE READ IN CONJUNCTION WITH
THE STANDARD SPECIFICATIONS FOR MUNICIPAL
CIVIL ENGINEERING WORKS AND SABS 1200.
8. FINAL POSITION OF SERVICES TO BE DETERMINED ON
SITE.
PLAN OF CATCHPIT SHOWING OUTLET BOX
POSITION UNDER SLOPING KERB
SCALE 1:10
PLAN OF CATCHPIT END-INLET SECTION
SCALE 1:2
PROJECT STATUS
CONCEPT
DRAWING
TENDER
DRAWING
APPROVED
CONSTRUCTION
DRAWING
AS BUILT
DRAWING
INSPECTOR OF WORKS of RLM:
PROJECT ENGINEER of RLM:
Prof Reg No.
NAME
DATE
SIGNATURE
ROADS AND STORMWATER
FOR INTERNAL APPROVAL - RECEIVED SIGN WHEN APPLICABLE
DIRECTOR:INFRASTRUCTURE PROVISION
DIRECTOR: ROADS AND STORMWATER
DIRECTOR: ROADS AND STORMWATER SERVICES
NAME Prof. Reg. No
AMENDMENTS
NR DATE DESCRIPTION PARAPPROVED
SIGNATURE DATE
NAME
DATE
SIGNATURE
NAME Prof. Reg. No SIGNATURE DATE
NAME Prof. Reg. No SIGNATURE DATE
DATE:
SCALE
PAPER SIZE
SHEET No.
PROJECT No.
CONTRACT
No.
A0
AS-SHOWN
MLM DRAWING NUMBER
_-____-________-__-____-__-__
DRAWING DESCRIPTION
DESCRIPTION OF PROJECT:
WBS No.
_.______._.___._._
REVISION
0
CONSULTANT DETAIL
REVISION
0
DESIGN OFFICE APPROVAL
SIGNATURE:............................... DATE:.......................
NAME:.........................................
SIGNATURE:............................... DATE:.......................
NAME:............................... Prof Reg No:..................................
CHECKED
DRAWN
DESIGNED
INFORMATION OFFICE CHECKED
SIGNATURE:............................... DATE:.......................
NAME:............................... Prof Reg No:..................................
SIGNATURE:............................... DATE:.......................
NAME:...............................
SIGNATURE:............................... DATE:.......................
NAME:............................... Prof Reg No:..................................
MAY 2015
CONSULTANT DRAWING NUMBER
I, ___________________ Prof Reg Nr__________________
HEREBY CERTIFY THAT THE SERVICES WILL\ HAVE BEEN INSTALLED
ACCORDING TO NOTE 9 OF THE ABOVE NOTES AND TO THE
DRAWING
SIGNATURE
__________________
DATE
________
FAX : 012 344 4027
TEL : 012 344 4025
e-mail: [email protected]
0126
P.O. BOX 12472
THE TRAMSHED
ROBEGA INTERNAL ROADS AND
STORMWATER
VK0059
FAX : 014 590 3006
TEL : 014 590 3004
0300
P.O. BOX 16
RUSTENBURG
RUSTENBURG LOCAL
MUNICIPALITY
RLM/DTIS/0020/2015/16
Page 8
2.0%
2700 (ROADWAY) 2700 (ROADWAY)
80mm PAVEMENT BLOCKS
150mm G2 LAYER COMPACTED T0 95% MOD AASHTO
150mm TYPE MATERIAL G5 COMPACTED TO 93% MOD. AASHTO
5700
6000
2.0%
2700 (ROADWAY) 2700 (ROADWAY)
80mm PAVEMENT BLOCKS
150mm G2 LAYER COMPACTED T0 86-88% MOD AASHTO
150mm TYPE MATERIAL G5 COMPACTED TO 95% MOD. AASHTO
200mm ROCKFILL COMPACTED TO 90% MOD AASHTO
5700
6000
150mm ROADBED PREPARATION COMPACTED TO 90% MOD AASHTO
CONCRETE STORM CHANNEL
DETAIL A
CONCRETE STORM CHANNEL
DETAIL A
DETAIL B
150mm ROADBED PREPARATION COMPACTED TO 90% MOD AASHTO
200mm ROCKFILL COMPACTED TO 90% MOD AASHTO
600 600 1200
2400
250
100
5
0
FINISHED ROAD SURFACE
150mm THICK LAYER
SELECTED G5 MATERIAL COMPACTED TO
95% OF Mod AASHTO DENSITY
CLASS 25/19 CAST
IN - SITU CONCRETE,
100mm THICK
REF. 395 STEEL MESH
DIMENSIONS VARIES
20mm riversand
80mm interlocking paving block
150mm G2 Layer
1 OF 1
VK0059-CIV-DT-006
TYPICAL CROSS-SECTION
NOTES AND SPECIFICATIONS
GENERAL
1. ALL MATERIAL AND WORKMANSHIP MUST COMPLY
WITH THE REQUIREMENTS OF THE LATEST RELEVANT
SABS REQUIREMENTS.
2. ALL DIMENSIONS ARE IN MILLIMETRES.
(UNLESS OTHERWISE SPECIFIED).
3. DO NOT SCALE FROM THESE DRAWINGS.
4. ALL DIMENSIONS MUST BE CHECKED AND APPROVED
ON SITE.
5. ALL CONSTRUCTION TO BE DONE IN ACCORDANCE
WITH THE STANDARD SPECIFICATIONS FOR
MUNICIPAL CIVIL ENGINEERING WORKS AND SABS
1200.
6. THESE DRAWINGS MUST BE READ IN CONJUNCTION
WITH THE STANDARD DRAWINGS.(IF APPLICABLE).
7. THIS DRAWING MUST BE READ IN CONJUNCTION WITH
THE STANDARD SPECIFICATIONS FOR MUNICIPAL
CIVIL ENGINEERING WORKS AND SABS 1200.
8. FINAL POSITION OF SERVICES TO BE DETERMINED ON
SITE.
TYPE A
CROSS SECTION
SCALE 1:20
TYPE B
CROSS SECTION
SCALE 1:20
STORM WATER CHANNEL DETAIL
SCALE 1:10
DETAIL B
SCALE 1:5
PROJECT STATUS
CONCEPT
DRAWING
TENDER
DRAWING
APPROVED
CONSTRUCTION
DRAWING
AS BUILT
DRAWING
INSPECTOR OF WORKS of RLM:
PROJECT ENGINEER of RLM:
Prof Reg No.
NAME
DATE
SIGNATURE
ROADS AND STORMWATER
FOR INTERNAL APPROVAL - RECEIVED SIGN WHEN APPLICABLE
DIRECTOR:INFRASTRUCTURE PROVISION
DIRECTOR: ROADS AND STORMWATER
DIRECTOR: ROADS AND STORMWATER SERVICES
NAME Prof. Reg. No
AMENDMENTS
NR DATE DESCRIPTION PARAPPROVED
SIGNATURE DATE
NAME
DATE
SIGNATURE
NAME Prof. Reg. No SIGNATURE DATE
NAME Prof. Reg. No SIGNATURE DATE
DATE:
SCALE
PAPER SIZE
SHEET No.
PROJECT No.
CONTRACT
No.
A0
AS-SHOWN
MLM DRAWING NUMBER
_-____-________-__-____-__-__
DRAWING DESCRIPTION
DESCRIPTION OF PROJECT:
WBS No.
_.______._.___._._
REVISION
0
CONSULTANT DETAIL
REVISION
0
DESIGN OFFICE APPROVAL
SIGNATURE:............................... DATE:.......................
NAME:.........................................
SIGNATURE:............................... DATE:.......................
NAME:............................... Prof Reg No:..................................
CHECKED
DRAWN
DESIGNED
INFORMATION OFFICE CHECKED
SIGNATURE:............................... DATE:.......................
NAME:............................... Prof Reg No:..................................
SIGNATURE:............................... DATE:.......................
NAME:...............................
SIGNATURE:............................... DATE:.......................
NAME:............................... Prof Reg No:..................................
MAY 2015
CONSULTANT DRAWING NUMBER
I, ___________________ Prof Reg Nr__________________
HEREBY CERTIFY THAT THE SERVICES WILL\ HAVE BEEN INSTALLED
ACCORDING TO NOTE 9 OF THE ABOVE NOTES AND TO THE
DRAWING
SIGNATURE
__________________
DATE
________
FAX : 012 344 4027
TEL : 012 344 4025
e-mail: [email protected]
0126
P.O. BOX 12472
THE TRAMSHED
ROBEGA INTERNAL ROADS AND
STORMWATER
VK0059
FAX : 014 590 3006
TEL : 014 590 3004
0300
P.O. BOX 16
RUSTENBURG
RUSTENBURG LOCAL
MUNICIPALITY
RLM/DTIS/0020/2015/16
Page 9
20245
20
CARRIAGE WAY
WEARING COURSE
10
0
10
0
Min
.
R
2
0
APPLICABLE TO ALL PAVED ROADS
(EXCLUDING SEGMENTED AND CONCRETE PAVING)
CLASS 20/19 CONCRETE
DEPENDING ON DESIGN OF BASE
AND WEARING COURSE
SUBBASE
SIDE WALK
ALL EDGES TO BE ROUNDED TO R12 UNLESS
OTHERWISE INDICATED
6595135
12
5
CARRIAGE WAY
WEARING COURSE
1:50
1:50
SIDE WALK
R10
20
PRECAST SEMI-VERTICAL KERB
(FIG. 7 -SABS 927:1969)
1000mm LENGTHS ON STRAIGHTS AND
300mm LENGTHS ON CURVES
CAST IN-SITU CONCRETE
BEHIND KERB JOINTS
BEDDING MATERIALSUBBASE
CAST IN-SITU CHANNEL (CLASS 20/19 CONCRETE)
TO BE PLACED SIMULTANEOUSLY WITH KERB
(10mm OPEN JOINT EVERY 2000mm)
25
0
BACKFILLING TO BE COMPACTED IN LAYERS
NOT EXCEEDING 150mm IN THICKNESS
10
0
12
0
M
in
.
1:50
SIDE WALK
CARRIAGE WAY
WEARING COURSE
APPLICABLE TO ALL PAVED ROADS
(EXCLUDING SEGMENTED AND CONCRETE PAVING)
CLASS 20/19 CONCRETE
DEPENDING ON DESIGN OF BASE
AND WEARING COURSE
SUBBASE
20
R
2
0
ALL EDGES TO BE ROUNDED TO R12 UNLESS
OTHERWISE INDICATED
10
0
12
0
M
in
.
1:50
SIDE WALK
CARRIAGE WAY
WEARING COURSE
APPLICABLE TO ALL PAVED ROADS
(EXCLUDING SEGMENTED AND CONCRETE PAVING)
CLASS 20/19 CONCRETE
DEPENDING ON DESIGN OF BASE
AND WEARING COURSE
SUBBASE
20
R
2
0
ALL EDGES TO BE ROUNDED TO R12 UNLESS
OTHERWISE INDICATED
360
450
18
0
CARRIAGE WAY
WEARING COURSE
1:50
SIDE WALK
R10
20
PRECAST SEMI-VERTICAL KERB
(FIG. 3 -SABS 927:1969)
1000mm LENGTHS ON STRAIGHTS AND
300mm LENGTHS ON CURVES
CAST IN-SITU CONCRETE
BEHIND KERB JOINTS
BEDDING MATERIALSUBBASE
CAST IN-SITU CHANNEL (CLASS 20/19 CONCRETE)
TO BE PLACED SIMULTANEOUSLY WITH KERB
(10mm OPEN JOINT EVERY 2000mm)
30
0
BACKFILLING TO BE COMPACTED IN LAYERS
NOT EXCEEDING 150mm IN THICKNESS
125
150 150
TABLE A: KERBS TO BE USED FOR ROAD CONSTRUCTION
APPLICATION
TYPE OF KERB
ROADS UP TO 5000mm WIDE
ROAD WIDER THAN 5000mm
AND UP TO 6000mm WIDE
ROAD WIDER THAN 6000mm
BUS AND TAXI BAYS
WHERE VEHICLES CROSSING
THE KERB IS DISCOURAGED
WHERE VEHICLES CROSSING
THE KERB IS PROHIBITED
JOINT BETWEEN ASPHALT AND
BLOCK PAVING
TEMPORALLY EDGE RESTRAINT IN ASPHALT PAVING
TO BE REMOVED WHEN ROAD IS EXTENDED
NOTES:1. AN EDGE BEAM SHALL BE CONSTRUCTED ON THE HIGH SIDE OF ROADS WITH A SINGLE CROSS-FALL
2. AT THE INTERSECTION OF ROADS WITH DIFFERENT ROAD WIDTHS, THE BELLMOUTHS SHALL BE
CONSTRUCTED WITH KERBS PRESCRIBED FOR THE BELLMOUTHS OF THE WIDER ROADS.
STRAIGHTS AND CURVES
BELLMOUTHS
(SEE NOTE 2 AT BOTTOM)
BELLMOUTHS
(SEE NOTE 2 AT BOTTOM)
BELLMOUTHS
(SEE NOTE 2 AT BOTTOM)
STRAIGHTS AND CURVES
STRAIGHTS AND CURVES
300 SLOPING KERB 400 SLOPING KERB 500 SLOPING KERB
EDGE BEAM
SEMI-VERTICAL KERB
(FIG.7) WITH CHANNEL
BARRIER KERB (FIG. 3)
WITH CHANNEL
(SEE NOTE 1.)
(SEE NOTE 1.)
1. KERBS - GENERAL
1.1 REFER TO TABLE A FOR THE USAGE OF KERBS
1.2 THE 20mm LIP ON ALL KERBS IS APPLICABLE TO ALL PAVED ROADS EXCEPT
WHERE BLOCK OR CONCRETE PAVING IS USED.
2. CAST IN-SITU CONCRETE
2.1 CONCRETE TO BE CLASS 20/19.
2.2 CONCRETE TO BE CURED FOR A MINIMUM PERIOD OF 7 DAYS.
2.3 ALL CONCRETE TO BE USED FOR SLOPING KERBS OR EDGE BEAMS SHALL
HAVE A SLUMP NOT GREATER THAN 60mm.
2.4 WHERE THERE IS A DIFFERENCE BETWEEN THE TOP OF THE SUBBASE AND
THE BOTTOM OF THE CAST IN-SITU KERBS OF LESS THAN 75mm, SUCH
DIFFERENCE SHALL BE MADE UP WITH THE SAME CONCRETE AS SPECIFIED
FOR THE KERB, OTHERWISE COMPACTED SUBBASE MATERIAL SHALL BE
USED.
2.5 THE USE OF A MACHINE TO PLACE CAST IN-SITU KERBS MUST FIRST BE
APPROVED BY THE ENGINEER.
3. PRECAST KERBS
3.1 ALL PRECAST KERBS SHALL COMPLY WITH THE REQUIREMENTS OF SANS 927.
NOTES
360 SLOPING KERB
SCALE 1:10
SEMI-VERTICAL KERB WITH CHANNEL
(FIG. 7 - SABS 927:1969)
SCALE 1:10
450 SLOPING KERB
SCALE 1:10
245 SLOPING KERB
SCALE 1:10
BARRIER KERB WITH CHANNEL
(FIG. 3 - SABS 927:1969)
SCALE 1:10
1 OF 1
VK0059-CIV-DT-007
KERBING DETAILS
NOTES AND SPECIFICATIONS
GENERAL
1. ALL MATERIAL AND WORKMANSHIP MUST COMPLY
WITH THE REQUIREMENTS OF THE LATEST RELEVANT
SABS REQUIREMENTS.
2. ALL DIMENSIONS ARE IN MILLIMETRES.
(UNLESS OTHERWISE SPECIFIED).
3. DO NOT SCALE FROM THESE DRAWINGS.
4. ALL DIMENSIONS MUST BE CHECKED AND APPROVED
ON SITE.
5. ALL CONSTRUCTION TO BE DONE IN ACCORDANCE
WITH THE STANDARD SPECIFICATIONS FOR
MUNICIPAL CIVIL ENGINEERING WORKS AND SABS
1200.
6. THESE DRAWINGS MUST BE READ IN CONJUNCTION
WITH THE STANDARD DRAWINGS.(IF APPLICABLE).
7. THIS DRAWING MUST BE READ IN CONJUNCTION WITH
THE STANDARD SPECIFICATIONS FOR MUNICIPAL
CIVIL ENGINEERING WORKS AND SABS 1200.
8. FINAL POSITION OF SERVICES TO BE DETERMINED ON
SITE.
PROJECT STATUS
CONCEPT
DRAWING
TENDER
DRAWING
APPROVED
CONSTRUCTION
DRAWING
AS BUILT
DRAWING
INSPECTOR OF WORKS of RLM:
PROJECT ENGINEER of RLM:
Prof Reg No.
NAME
DATE
SIGNATURE
ROADS AND STORMWATER
FOR INTERNAL APPROVAL - RECEIVED SIGN WHEN APPLICABLE
DIRECTOR:INFRASTRUCTURE PROVISION
DIRECTOR: ROADS AND STORMWATER
DIRECTOR: ROADS AND STORMWATER SERVICES
NAME Prof. Reg. No
AMENDMENTS
NR DATE DESCRIPTION PARAPPROVED
SIGNATURE DATE
NAME
DATE
SIGNATURE
NAME Prof. Reg. No SIGNATURE DATE
NAME Prof. Reg. No SIGNATURE DATE
DATE:
SCALE
PAPER SIZE
SHEET No.
PROJECT No.
CONTRACT
No.
A0
AS-SHOWN
MLM DRAWING NUMBER
_-____-________-__-____-__-__
DRAWING DESCRIPTION
DESCRIPTION OF PROJECT:
WBS No.
_.______._.___._._
REVISION
0
CONSULTANT DETAIL
REVISION
0
DESIGN OFFICE APPROVAL
SIGNATURE:............................... DATE:.......................
NAME:.........................................
SIGNATURE:............................... DATE:.......................
NAME:............................... Prof Reg No:..................................
CHECKED
DRAWN
DESIGNED
INFORMATION OFFICE CHECKED
SIGNATURE:............................... DATE:.......................
NAME:............................... Prof Reg No:..................................
SIGNATURE:............................... DATE:.......................
NAME:...............................
SIGNATURE:............................... DATE:.......................
NAME:............................... Prof Reg No:..................................
MAY 2015
CONSULTANT DRAWING NUMBER
I, ___________________ Prof Reg Nr__________________
HEREBY CERTIFY THAT THE SERVICES WILL\ HAVE BEEN INSTALLED
ACCORDING TO NOTE 9 OF THE ABOVE NOTES AND TO THE
DRAWING
SIGNATURE
__________________
DATE
________
FAX : 012 344 4027
TEL : 012 344 4025
e-mail: [email protected]
0126
P.O. BOX 12472
THE TRAMSHED
ROBEGA INTERNAL ROADS AND
STORMWATER
VK0059
FAX : 014 590 3006
TEL : 014 590 3004
0300
P.O. BOX 16
RUSTENBURG
RUSTENBURG LOCAL
MUNICIPALITY
RLM/DTIS/0020/2015/16
Page 10
DIMENSIONS
Pipe Diameter (D) in mm
TYPE A
(Concrete Blocks)
450 600
TYPE B
(Stone Masonry)
450 600
Unit
a Foundation m 0.30 0.30 0.40 0.40
b Foundation m 0.30 0.30 0.30 0.30
c Foundation m 2.20 2.35 2.20 2.35
d Apron m 1.00 1.00 1.00 1.00
e Apron m 0.20 0.20 0.20 0.20
f Walls m 0.20 0.20 0.40 0.40
g Walls m 0.30 0.30 0.30 0.30
h Lenght wingwall m 1.15 1.15 1.15 1.15
i Walls m 0.20 0.20 0.40 0.40
k Apron m 1.05 1.20 1.05 1.20
l Average lenght wingwall m 1.21 1.21 1.27 1.27
m Max variable m 0.40 0.40 0.40 0.40
MATERIAL REQUIREMENTS
FOUNDATION
(concrete)
HEAD/WINGWALLS
(concrete)
APRON
(concrete)
m3 0.32 0.34 0.46 0.48
m3 0.37 0.43 0.80 0.94
m3 0.33 0.36 0.33 0.36
900
0.30
0.40
2.89
1.00
0.20
0.20
0.30
1.39
0.20
1.50
1.44
0.40
0.54
0.62
0.53
900
0.40
0.40
2.89
1.00
0.20
0.40
0.30
1.39
0.40
1.50
1.50
0.40
0.76
1.33
0.53
D
Variable
max = 0.40m
8.0000 8.0000
37.0000
60░
f
a
8.0000
A - A
PLAN
A A
B
B
c
B - B
Variable
max = 0.40m
Overfill:
min.=0,3m
b
b
e
a
21.0000
21.00008.0000
5.0000
16.6686
id
n Average lenght headwall m 1.17 1.32 1.28 1.43
o Max. height headwall m 0.90 1.06 0.90 1.06
p Angle head/wingwall degree 60 60 60 60
1.62
1.39
60
1.73
1.39
60
PROJECT STATUS
CONCEPT
DRAWING
TENDER
DRAWING
APPROVED
CONSTRUCTION
DRAWING
AS BUILT
DRAWING
INSPECTOR OF WORKS of RLM:
PROJECT ENGINEER of RLM:
Prof Reg No.
NAME
DATE
SIGNATURE
ROADS AND STORMWATER
FOR INTERNAL APPROVAL - RECEIVED SIGN WHEN APPLICABLE
DIRECTOR:INFRASTRUCTURE PROVISION
DIRECTOR: ROADS AND STORMWATER
DIRECTOR: ROADS AND STORMWATER SERVICES
NAME Prof. Reg. No
AMENDMENTS
NR DATE DESCRIPTION PARAPPROVED
SIGNATURE DATE
NAME
DATE
SIGNATURE
NAME Prof. Reg. No SIGNATURE DATE
NAME Prof. Reg. No SIGNATURE DATE
DATE:
SCALE
PAPER SIZE
SHEET No.
PROJECT No.
CONTRACT
No.
A0
AS-SHOWN
MLM DRAWING NUMBER
_-____-________-__-____-__-__
DRAWING DESCRIPTION
DESCRIPTION OF PROJECT:
WBS No.
_.______._.___._._
REVISION
0
CONSULTANT DETAIL
REVISION
0
DESIGN OFFICE APPROVAL
SIGNATURE:............................... DATE:.......................
NAME:.........................................
SIGNATURE:............................... DATE:.......................
NAME:............................... Prof Reg No:..................................
CHECKED
DRAWN
DESIGNED
INFORMATION OFFICE CHECKED
SIGNATURE:............................... DATE:.......................
NAME:............................... Prof Reg No:..................................
SIGNATURE:............................... DATE:.......................
NAME:...............................
SIGNATURE:............................... DATE:.......................
NAME:............................... Prof Reg No:..................................
MAY 2015
CONSULTANT DRAWING NUMBER
I, ___________________ Prof Reg Nr__________________
HEREBY CERTIFY THAT THE SERVICES WILL\ HAVE BEEN INSTALLED
ACCORDING TO NOTE 9 OF THE ABOVE NOTES AND TO THE
DRAWING
SIGNATURE
__________________
DATE
________
FAX : 012 344 4027
TEL : 012 344 4025
e-mail: [email protected]
0126
P.O. BOX 12472
THE TRAMSHED
ROBEGA INTERNAL ROADS AND
STORMWATER
VK0059
FAX : 014 590 3006
TEL : 014 590 3004
0300
P.O. BOX 16
RUSTENBURG
RUSTENBURG LOCAL
MUNICIPALITY
RLM/DTIS/0020/2015/16
VK0059-CIV-DT-008
TYPICAL PLAN FOR PRECAST BOX AND PIPE INLET
AND OUTLET STRUCTURES
1 OF 1
