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LEFT OFFSET
LEFT EDGE
CENTRE LINE
RIGHT EDGE
RIGHT OFFSET
GRADES
VERTICAL CURVES
VE
RT
IC
AL A
LIG
NM
EN
T
DE
SIG
N R
OA
D LE
VE
LS
STAKE VALUE
EXIST ROAD LEVELS ON ALIGNMENT
SUPERELEVATION
HORIZONTAL CURVES
LHS EDGE
RHS EDGE
HOR. SCALE 1:1000
VER. SCALE 1:100
RIGHT EDGE
EXISTING ROAD LEVEL
LEFT EDGE
CENTRE LINE LEVEL
Direction
165°50'33"
23337
B.C
.C
.
Curve 6 Right
Radius=860m
I= 34°36'19"
23857
E.C
.C
.
Direction
200°26'52"
332m VC
K=103
E.V
.C
23125
B.V
.C
23427
604m VC
K=127
HIG
H: 180.966
Ch 23486.796
0.468 %
23729.377 182.242
-4.288 %
24000.000
138.973
-2.0
7.3
-2.0
-2.0-7.3
1200x900 mm BC
IL = 174.124 m
1200x900 mm BC
IL = 171.529 m
178
Datum 168.0
23
00
0
23
02
0
23
04
0
23
06
0
23
08
0
23
10
0
23
12
0
23
14
0
23
16
0
23
18
0
23
20
0
23
22
0
23
24
0
23
26
0
23
28
0
23
30
0
23
32
0
23
34
0
23
36
0
23
38
0
23
40
0
23
42
0
23
44
0
23
46
0
23
48
0
23
50
0
23
52
0
23
54
0
23
56
0
23
58
0
23
60
0
23
62
0
23
64
0
23
66
0
23
68
0
23
70
0
23
72
0
23
74
0
23
76
0
23
78
0
23
80
0
23
82
0
23
84
0
23
86
0
23
88
0
23
90
0
23
92
0
23
94
0
23
96
0
23
98
0
24
00
0
17
7.7
70
17
8.0
85
17
8.3
50
17
8.6
06
17
8.7
95
17
8.9
55
17
9.0
84
17
9.1
77
17
9.2
65
17
9.3
21
17
9.4
18
17
9.4
96
17
9.5
93
17
9.6
90
17
9.8
18
17
9.8
99
18
0.0
08
18
0.1
55
18
0.2
40
18
0.3
55
18
0.4
43
18
0.5
50
18
0.6
23
18
0.6
74
18
0.6
99
18
0.6
89
18
0.6
38
18
0.5
57
18
0.4
62
18
0.3
50
18
0.1
89
18
0.0
06
17
9.8
08
17
9.5
30
17
9.2
58
17
8.9
46
17
8.5
95
17
8.2
24
17
7.8
15
17
7.3
77
17
6.9
09
17
6.3
79
17
5.8
29
17
5.2
33
17
4.6
12
17
3.9
47
17
3.2
37
17
2.5
49
17
1.8
26
17
1.0
67
17
0.2
65
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.1
3
-7
.9
7
-7
.8
3
-7
.6
7
-7
.5
3
-7
.3
8
-7
.2
2
-7
.0
8
-6
.9
2
-6
.7
8
17
7.9
07
17
8.2
23
17
8.5
01
17
8.7
39
17
8.9
39
17
9.1
00
17
9.2
23
17
9.3
18
17
9.4
11
17
9.5
05
17
9.5
99
17
9.6
92
17
9.7
86
17
9.8
80
18
0.0
58
18
0.3
21
18
0.5
84
18
0.8
47
18
1.0
89
18
1.2
04
18
1.2
98
18
1.3
92
18
1.4
79
18
1.5
37
18
1.5
63
18
1.5
58
18
1.5
22
18
1.4
54
18
1.3
54
18
1.2
23
18
1.0
61
18
0.8
67
18
0.6
41
18
0.3
84
18
0.0
96
17
9.7
76
17
9.4
25
17
9.0
42
17
8.6
27
17
8.1
81
17
7.7
04
17
7.1
90
17
6.5
56
17
5.8
13
17
5.0
45
17
4.2
51
17
3.4
52
17
2.7
38
17
2.0
11
17
1.2
54
17
0.4
64
17
8.0
71
17
8.3
87
17
8.6
65
17
8.9
03
17
9.1
03
17
9.2
64
17
9.3
87
17
9.4
82
17
9.5
75
17
9.6
69
17
9.7
63
17
9.8
56
17
9.9
50
18
0.0
44
18
0.1
37
18
0.2
31
18
0.3
25
18
0.4
18
18
0.5
12
18
0.6
06
18
0.6
99
18
0.7
93
18
0.8
80
18
0.9
38
18
0.9
65
18
0.9
60
18
0.9
23
18
0.8
55
18
0.7
56
18
0.6
25
18
0.4
62
18
0.2
68
18
0.0
43
17
9.7
86
17
9.4
97
17
9.1
77
17
8.8
26
17
8.4
43
17
8.0
29
17
7.5
83
17
7.1
05
17
6.5
97
17
6.0
56
17
5.4
84
17
4.8
81
17
4.2
46
17
3.5
80
17
2.8
82
17
2.1
53
17
1.3
92
17
0.6
00
17
7.9
12
17
8.2
25
17
8.5
01
17
8.7
39
17
8.9
39
17
9.1
00
17
9.2
23
17
9.3
18
17
9.4
11
17
9.5
05
17
9.5
99
17
9.6
92
17
9.7
86
17
9.8
80
17
9.9
73
18
0.0
67
18
0.0
65
17
9.9
89
17
9.9
35
18
0.0
07
18
0.1
01
18
0.1
94
18
0.2
82
18
0.3
40
18
0.3
66
18
0.3
61
18
0.3
24
18
0.2
56
18
0.1
57
18
0.0
26
17
9.8
63
17
9.6
70
17
9.4
44
17
9.1
87
17
8.8
99
17
8.5
79
17
8.2
27
17
7.8
44
17
7.4
30
17
6.9
84
17
6.5
07
17
5.9
98
17
5.5
42
17
5.1
40
17
4.6
90
17
4.0
82
17
3.4
16
17
2.7
18
17
1.9
89
17
1.2
28
17
0.4
36
7.9
7
8.1
3
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
ROOIDRAAI MOORREESBURG
LEFT OFFSET
LEFT EDGE
CENTRE LINE
RIGHT EDGE
RIGHT OFFSET
GRADES
VERTICAL CURVES
VE
RT
IC
AL A
LIG
NM
EN
T
DE
SIG
N R
OA
D LE
VE
LS
STAKE VALUE
EXIST ROAD LEVELS ON ALIGNMENT
SUPERELEVATION
HORIZONTAL CURVES
LHS EDGE
RHS EDGE
HOR. SCALE 1:1000
VER. SCALE 1:100
RIGHT EDGE
EXISTING ROAD LEVEL
LEFT EDGE
CENTRE LINE LEVEL
Direction
165°50'33"
23337
B.C
.C
.
Curve 6 Right
Radius=860m
I= 34°36'19"
23857
E.C
.C
.
Direction
200°26'52"
332m VC
K=103
E.V
.C
23125
B.V
.C
23427
604m VC
K=127
HIG
H: 180.966
Ch 23486.796
0.468 %
23729.377 182.242
-4.288 %
24000.000
138.973
-2.0
7.3
-2.0
-2.0-7.3
1200x900 mm BC
IL = 174.124 m
1200x900 mm BC
IL = 171.529 m
178
Datum 168.0
23
00
0
23
02
0
23
04
0
23
06
0
23
08
0
23
10
0
23
12
0
23
14
0
23
16
0
23
18
0
23
20
0
23
22
0
23
24
0
23
26
0
23
28
0
23
30
0
23
32
0
23
34
0
23
36
0
23
38
0
23
40
0
23
42
0
23
44
0
23
46
0
23
48
0
23
50
0
23
52
0
23
54
0
23
56
0
23
58
0
23
60
0
23
62
0
23
64
0
23
66
0
23
68
0
23
70
0
23
72
0
23
74
0
23
76
0
23
78
0
23
80
0
23
82
0
23
84
0
23
86
0
23
88
0
23
90
0
23
92
0
23
94
0
23
96
0
23
98
0
24
00
0
17
7.7
70
17
8.0
85
17
8.3
50
17
8.6
06
17
8.7
95
17
8.9
55
17
9.0
84
17
9.1
77
17
9.2
65
17
9.3
21
17
9.4
18
17
9.4
96
17
9.5
93
17
9.6
90
17
9.8
18
17
9.8
99
18
0.0
08
18
0.1
55
18
0.2
40
18
0.3
55
18
0.4
43
18
0.5
50
18
0.6
23
18
0.6
74
18
0.6
99
18
0.6
89
18
0.6
38
18
0.5
57
18
0.4
62
18
0.3
50
18
0.1
89
18
0.0
06
17
9.8
08
17
9.5
30
17
9.2
58
17
8.9
46
17
8.5
95
17
8.2
24
17
7.8
15
17
7.3
77
17
6.9
09
17
6.3
79
17
5.8
29
17
5.2
33
17
4.6
12
17
3.9
47
17
3.2
37
17
2.5
49
17
1.8
26
17
1.0
67
17
0.2
65
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.1
3
-7
.9
7
-7
.8
3
-7
.6
7
-7
.5
3
-7
.3
8
-7
.2
2
-7
.0
8
-6
.9
2
-6
.7
8
17
7.9
07
17
8.2
23
17
8.5
01
17
8.7
39
17
8.9
39
17
9.1
00
17
9.2
23
17
9.3
18
17
9.4
11
17
9.5
05
17
9.5
99
17
9.6
92
17
9.7
86
17
9.8
80
18
0.0
58
18
0.3
21
18
0.5
84
18
0.8
47
18
1.0
89
18
1.2
04
18
1.2
98
18
1.3
92
18
1.4
79
18
1.5
37
18
1.5
63
18
1.5
58
18
1.5
22
18
1.4
54
18
1.3
54
18
1.2
23
18
1.0
61
18
0.8
67
18
0.6
41
18
0.3
84
18
0.0
96
17
9.7
76
17
9.4
25
17
9.0
42
17
8.6
27
17
8.1
81
17
7.7
04
17
7.1
90
17
6.5
56
17
5.8
13
17
5.0
45
17
4.2
51
17
3.4
52
17
2.7
38
17
2.0
11
17
1.2
54
17
0.4
64
17
8.0
71
17
8.3
87
17
8.6
65
17
8.9
03
17
9.1
03
17
9.2
64
17
9.3
87
17
9.4
82
17
9.5
75
17
9.6
69
17
9.7
63
17
9.8
56
17
9.9
50
18
0.0
44
18
0.1
37
18
0.2
31
18
0.3
25
18
0.4
18
18
0.5
12
18
0.6
06
18
0.6
99
18
0.7
93
18
0.8
80
18
0.9
38
18
0.9
65
18
0.9
60
18
0.9
23
18
0.8
55
18
0.7
56
18
0.6
25
18
0.4
62
18
0.2
68
18
0.0
43
17
9.7
86
17
9.4
97
17
9.1
77
17
8.8
26
17
8.4
43
17
8.0
29
17
7.5
83
17
7.1
05
17
6.5
97
17
6.0
56
17
5.4
84
17
4.8
81
17
4.2
46
17
3.5
80
17
2.8
82
17
2.1
53
17
1.3
92
17
0.6
00
17
7.9
12
17
8.2
25
17
8.5
01
17
8.7
39
17
8.9
39
17
9.1
00
17
9.2
23
17
9.3
18
17
9.4
11
17
9.5
05
17
9.5
99
17
9.6
92
17
9.7
86
17
9.8
80
17
9.9
73
18
0.0
67
18
0.0
65
17
9.9
89
17
9.9
35
18
0.0
07
18
0.1
01
18
0.1
94
18
0.2
82
18
0.3
40
18
0.3
66
18
0.3
61
18
0.3
24
18
0.2
56
18
0.1
57
18
0.0
26
17
9.8
63
17
9.6
70
17
9.4
44
17
9.1
87
17
8.8
99
17
8.5
79
17
8.2
27
17
7.8
44
17
7.4
30
17
6.9
84
17
6.5
07
17
5.9
98
17
5.5
42
17
5.1
40
17
4.6
90
17
4.0
82
17
3.4
16
17
2.7
18
17
1.9
89
17
1.2
28
17
0.4
36
7.9
7
8.1
3
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
8.2
0
ROOIDRAAI MOORREESBURG
LEGEND
EXISTING ROAD
RESERVE
PROPOSED ROAD
RESERVE
FILL SLOPE
CUT SLOPE
EXISTING GUARDRAIL
GATE
FENCE
EXISTING ROAD SIGN
NEW ROAD SIGN
POWER LINE & POLE
TELEPHONE LINE
& POLE
CAMP / MINOR ACCESS
SURVEY
CONTROL
POINT
NRB1-15
268.332
1. ALL EXISTING FEATURES ARE GHOSTED.
2. BATTER SLOPES SHOWN ON STANDARD CROSS-SECTIONS AND AS DETERMINED ON SITE.
3. THE CONTRACTOR IS TO APPLY FOR ALL NECESSARY WAYLEAVES, PLANS AND PERMITS
FROM THE VARIOUS SERVICE AUTHORITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION.
4. FARM/MINOR ACCESSES TO BE 5m WIDE (SEE TYPICAL DRAWINGS - ROADWORKS
DRG. No. 4397-R-JI-200-V1).
5. FINAL POSITIONS OF ACCESSES, SERVICE ROADS AND EDGE BEAMS TO BE DETERMINED
ON SITE.
6. EXISTING ROAD SIGNS TO BE REMOVED AND REPLACED WHERE REQUIRED.
7. WIRE FENCE GATES TO BE PROVIDED AT ALL FARM/MINOR ACCESSES.
NOTES :
8. STOCK PROOF FENCING TO BE PROVIDED ON ROAD RESERVE BOUNDARY
9 STRAND BARBED WIRE WITH STEEL STRAINING POSTS AND STEEL
STANDARDS AND DROPPERS).
9. REFER TO 20m INTERVAL CROSS SECTIONS FOR LANDSCAPING AND
FURTHER DRAINAGE DETAILS.
10. ALL ROADMARKING AS PER SARTSM AND STANDARD DRAWINGS.
11. THE LINING OF OPEN, TOE AND CUT-OFF DRAINS TO BE APPROVED BY
ENGINEERS REPRESENTATIVE.
PROPOSED ROAD
WIDENING
FARM / MAJOR ACCESS
NEW CULVERT AND
DIRECTION OF FLOW
RESHAPE EXISTING
SIDE DRAIN
> >
OPEN EARTH V-DRAIN
LINED / UNLINED
V SHAPED TOE DRAIN
TYPE A SIDE DRAIN
& DOWN CHUTE
TYPE F SIDE DRAIN
& DOWN CHUTE
NEW GUARDRAIL
TYPE A DRAIN WITH
INLET AND DOWNPIPE
V V
LEGEND
EXISTING ROAD
RESERVE
PROPOSED ROAD
RESERVE
FILL SLOPE
CUT SLOPE
EXISTING GUARDRAIL
GATE
FENCE
EXISTING ROAD SIGN
NEW ROAD SIGN
POWER LINE & POLE
TELEPHONE LINE
& POLE
CAMP / MINOR ACCESS
SURVEY
CONTROL
POINT
NRB1-15
268.332
1. ALL EXISTING FEATURES ARE GHOSTED.
2. BATTER SLOPES SHOWN ON STANDARD CROSS-SECTIONS AND AS DETERMINED ON SITE.
3. THE CONTRACTOR IS TO APPLY FOR ALL NECESSARY WAYLEAVES, PLANS AND PERMITS
FROM THE VARIOUS SERVICE AUTHORITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION.
4. FARM/MINOR ACCESSES TO BE 5m WIDE (SEE TYPICAL DRAWINGS - ROADWORKS
DRG. No. 4397-R-JI-200-V1).
5. FINAL POSITIONS OF ACCESSES, SERVICE ROADS AND EDGE BEAMS TO BE DETERMINED
ON SITE.
6. EXISTING ROAD SIGNS TO BE REMOVED AND REPLACED WHERE REQUIRED.
7. WIRE FENCE GATES TO BE PROVIDED AT ALL FARM/MINOR ACCESSES.
NOTES :
8. STOCK PROOF FENCING TO BE PROVIDED ON ROAD RESERVE BOUNDARY
9 STRAND BARBED WIRE WITH STEEL STRAINING POSTS AND STEEL
STANDARDS AND DROPPERS).
9. REFER TO 20m INTERVAL CROSS SECTIONS FOR LANDSCAPING AND
FURTHER DRAINAGE DETAILS.
10. ALL ROADMARKING AS PER SARTSM AND STANDARD DRAWINGS.
11. THE LINING OF OPEN, TOE AND CUT-OFF DRAINS TO BE APPROVED BY
ENGINEERS REPRESENTATIVE.
PROPOSED ROAD
WIDENING
FARM / MAJOR ACCESS
NEW CULVERT AND
DIRECTION OF FLOW
RESHAPE EXISTING
SIDE DRAIN
> >
OPEN EARTH V-DRAIN
LINED / UNLINED
V SHAPED TOE DRAIN
TYPE A SIDE DRAIN
& DOWN CHUTE
TYPE F SIDE DRAIN
& DOWN CHUTE
NEW GUARDRAIL
TYPE A DRAIN WITH
INLET AND DOWNPIPE
V V
VOGELSTRUISFONTEIN 471
REM
SG_229_1831_WC
C04600000000047100000
HENDRIK de WAAL 0827830011
VOGELSTRUISFONTEIN 471
REM PTN 10
SG_1861_1905_WC
C04600000000047100010
HENDRIK de WAAL 0827830011
VOGELSTRUISFONTEIN 471
REM
SG_229_1831_WC
C04600000000047100000
HENDRIK de WAAL 0827830011
KOORNPLAATS 524
REM PTN 11
SG_4961_1999_WC
C04600000000052400011
CORNE RUST 0823262226
VOGELSTRUISFONTEIN 471
REM
SG_229_1831_WC
C04600000000047100000
HENDRIK de WAAL 0827830011
NRB81-17
181.484
NRB80-17
180.819
NRB81A-17
181.156
NRB82-17
177.359
NRB83-17
168.828
PS13
178.954
PS14
180.285
K
2
2
-R
E
2
K23-RE1
K23-RE2
K23-RE3
K23-RE4
K23-RE5
K23-RE6
K23-RE7
K23-RE8
K23-RE9
K
2
2
-L
N
7
K23-LN1
K23-LN2
K23-LN3
K23-LN4
K23-LN5
K23-LN6
K23-LN7
X +
3 6
82
0
00
X +
3 6
82
0
00
Y +30 200
X +
3 6
81
2
00
X +
3 6
81
4
00
X +
3 6
81
6
00
X +
3 6
81
8
00
X +
3 6
81
0
00
X +
3 6
81
0
00
X +
3 6
81
2
00
X +
3 6
81
4
00
X +
3 6
81
6
00
X +
3 6
81
8
00
Y +30 200
2
3
1
0
0
2
3
2
0
0
2
3
3
0
0
2
3
4
0
0
23600
2
3
7
0
0
2
3
8
0
0
2
3
9
0
0
B
C
C
6
E
C
C
6
C
U
T
L
IN
E
C
U
T
L
I
N
E
2
4
0
0
0
2
3
0
0
0
C
A
M
P
A
C
C
E
S
S
CAMP
ACCESS
>
>>
>
>
>
>
>
>
23500
O
P
E
N
E
A
R
T
H
V
-D
R
A
IN
2
2
9
6
0
T
Y
P
E
A
S
ID
E
D
R
A
IN
2
3
1
7
0
T
Y
P
E
F
S
ID
E
D
R
A
IN
2
3
3
6
0
TY
PE
A
SID
E D
RA
IN
23640
O
P
E
N
E
A
R
T
H
V
-
D
R
A
I
N
2
3
9
1
0
2
3
1
3
0
O
P
E
N
E
A
R
T
H
V
-D
R
A
IN
2
3
1
3
0
O
P
E
N
E
A
R
T
H
V
-D
R
A
IN
2
3
3
8
0
T
Y
P
E
A
S
ID
E
D
R
A
IN
23580
TYPE F
SIDE DRAIN
2
3
8
3
0
T
Y
P
E
A
S
I
D
E
D
R
A
I
N
2
3
1
0
0
2
3
2
0
0
2
3
3
0
0
2
3
4
0
0
23600
2
3
7
0
0
2
3
8
0
0
2
3
9
0
0
B
C
C
6
E
C
C
6
C
U
T
L
IN
E
C
U
T
L
I
N
E
2
4
0
0
0
2
3
0
0
0
C
A
M
P
A
C
C
E
S
S
CAMP
ACCESS
>
>>
>
>
>
>
>
>
23500
O
P
E
N
E
A
R
T
H
V
-D
R
A
IN
2
2
9
6
0
T
Y
P
E
A
S
ID
E
D
R
A
IN
2
3
1
7
0
T
Y
P
E
F
S
ID
E
D
R
A
IN
2
3
3
6
0
TY
PE
A
SID
E D
RA
IN
23640
O
P
E
N
E
A
R
T
H
V
-
D
R
A
I
N
2
3
9
1
0
2
3
1
3
0
O
P
E
N
E
A
R
T
H
V
-D
R
A
IN
2
3
1
3
0
O
P
E
N
E
A
R
T
H
V
-D
R
A
IN
2
3
3
8
0
T
Y
P
E
A
S
ID
E
D
R
A
IN
23580
TYPE F
SIDE DRAIN
2
3
8
3
0
T
Y
P
E
A
S
I
D
E
D
R
A
I
N
EXISTING 1 x 1.2x0.9m BOX
CULVERT TO BE EXTENDED
EXISTING 1 x 1.2x0.9m BOX
CULVERT TO BE EXTENDED
POINT
BCC6
HPI 7
ECC6
SV
23000
23100
23200
23300
23400
23500
23600
23700
23800
23900
24000
Y-Coord X-Coord
N7/2 ALIGNMENT DETAILS - WGS84 Lo19°
23337.374
23597.084
23856.794
30194.255
30218.714
30243.173
30267.632
30276.774
30289.868
30301.449
30342.301
30301.435
30289.826
30266.778
30248.708
30233.614
30198.678
3682031.755
3681934.792
3681837.829
3681740.867
3681704.628
3681643.400
3681544.130
3681444.861
3681444.186
3681344.919
3681247.669
3681193.837
3681153.353
3681059.654
POINT
BCC6
HPI 7
ECC6
SV
23000
23100
23200
23300
23400
23500
23600
23700
23800
23900
24000
Y-Coord X-Coord
N7/2 ALIGNMENT DETAILS - WGS84 Lo19°
23337.374
23597.084
23856.794
30194.255
30218.714
30243.173
30267.632
30276.774
30289.868
30301.449
30342.301
30301.435
30289.826
30266.778
30248.708
30233.614
30198.678
3682031.755
3681934.792
3681837.829
3681740.867
3681704.628
3681643.400
3681544.130
3681444.861
3681444.186
3681344.919
3681247.669
3681193.837
3681153.353
3681059.654
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
PROPOSED ROAD RESERVE
POINT
K23-LN1 30253.261 3681892.615
K23-LN2 30283.476 3681825.251
K23-LN3 30309.065 3681678.056
K23-LN4 30327.068 3681418.506
K23-LN5 30315.982 3681303.258
K23-LN6 30292.621 3681230.668
K23-LN7 30270.554 3681189.970
NRB79-17 30153.79 3682247.53 170.386
NRB80-17 30225.98 3681961.86 180.819
PS13 30236.80 3681886.38 178.954
NRB81-17 30252.86 3681677.44 181.484
NRB81A-17 30312.76 3681545.81 181.156
NRB82-17 30275.16 3681254.85 177.359
NRB83-17 30190.36 3680992.75 168.828
NRB84-17 30062.54 3680739.10 155.450
PS14 30295.62 3681653.08 180.285
19000
2000021000
2200023000
2
4
0
0
0
25000
SHEET 13 OF 27SHEET 14 OF 27 SHEET 15 OF 27
SHEET 16 OF 27
S
H
E
E
T
1
7
O
F
2
7
S
H
E
E
T
1
8
O
F
2
7
KEY PLAN
N.T.S.
19000
2000021000
2200023000
2
4
0
0
0
25000
SHEET 13 OF 27SHEET 14 OF 27 SHEET 15 OF 27
SHEET 16 OF 27
S
H
E
E
T
1
7
O
F
2
7
S
H
E
E
T
1
8
O
F
2
7
KEY PLAN
N.T.S.
2.0%2.0%
1
:
2
AL
IG
NM
EN
T L
IN
E
6.7m
ED
GE
O
F
SU
RF
AC
IN
G
6.7m
SB
P
LEVELS GIVEN HERE LEVELS GIVEN HERE LEVELS GIVEN HERE
3.7m3.0m 3.7m 3.0m
1
:
2
1
:
2
HORIZONTAL DESIGN SPEED : 100km/h
VERTICAL DESIGN SPEED : 100km/h
POSTED SPEED (Road Sings & Road Markings) : 120km/h
2.0%2.0%
1
:
2
AL
IG
NM
EN
T L
IN
E
6.7m
ED
GE
O
F
SU
RF
AC
IN
G
6.7m
SB
P
LEVELS GIVEN HERE LEVELS GIVEN HERE LEVELS GIVEN HERE
3.7m3.0m 3.7m 3.0m
1
:
2
1
:
2
HORIZONTAL DESIGN SPEED : 100km/h
VERTICAL DESIGN SPEED : 100km/h
POSTED SPEED (Road Sings & Road Markings) : 120km/h
CURVE No
6
RADIUS
860.00
TRANS IN (m)
0.00
TRANS OUT (m)
0.00
TAN. IN (m)
267.90
TAN. OUT (m)
267.90
ANGLE
N7/2 CURVE DETAILS - WGS84 Lo19°
34°36'19"
CURVE No
6
RADIUS
860.00
TRANS IN (m)
0.00
TRANS OUT (m)
0.00
TAN. IN (m)
267.90
TAN. OUT (m)
267.90
ANGLE
N7/2 CURVE DETAILS - WGS84 Lo19°
34°36'19"
SV23.177
1x1.2x0.9m BC
SKEW=119.12°
SV23.758
1x1.2x0.9m BC
SKEW=104.228°
EDGE OF SURFACING
100mm LANE LINE GM1 (LINE:GAP RATIO 2:10) (WHITE)
100mm NO CROSSING LINES RM2 (WHITE)
150mm LEFT EDGE LINE RM4.1 (YELLOW)
150mm DIVIDING LINE WM3 (LINE:GAP RATIO 4:8) (WHITE)
MOORREESBURG
ROOIDRAAI
SV
23
17
0
SV
23
38
0
SV 23 146
CAMP
ACCESS
SV
23
87
0
SV 23 505
CAMP
ACCESS
SV
23
55
0
SV
23
64
0
SV
23
83
0
SV
23
03
0
SV
23
81
0
3.5m
3.7m
1.0m SURFACED SHOULDER
3.7m
1.0m SURFACED SHOULDER
3.5m
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
EXISTING ROAD RESERVE
POINT
K23-RE1 30179.658 3681964.119
K23-RE2 30202.280 3681874.385
K23-RE3 30213.884 3681876.395
K23-RE4 30232.771 3681789.399
K23-RE5 30251.111 3681674.653
K23-RE6 30269.771 3681558.831
K23-RE7 30272.906 3681479.695
K23-RE8 30260.148 3681357.265
K23-RE9 30216.430 3681194.035
ENG.
CONSULT.
REVISION DATENo.
DRAWING TYPE
BRIDGE/STRUCTURE No.
CONSULTANT DRAWING No.
SHEET
DRAWING LOCATION DATA
PROJECT NUMBER
ACCEPTANCE
THIS ACCEPTANCE IS FOR PROCEDURAL AND
ADMINISTRATIVE REVIEW PURPOSES ONLY
AND DOES NOT ATTRACT LEGAL LIABILITY OR
LIABILITY OF ANY KIND FROM WHATSOEVER
CAUSE OR HOWEVER ARISING
ROUTE
SECTION
DRAWING km DISTANCE
STARTEND
SCALE : SANRAL DOCUMENT #OF
Date :
Prof. Reg. No. :
Name :
DESIGNED BY
NAME
Prof. Reg. No.
CHECKED BY
VER
CONSULTANT APPROVAL
DRAWN BY
NAME
NAME
Prof. Reg. No.
Date :
Name :
SANRAL PROJECT MANAGER
WORKS CONTRACT ENGINEER
CONSTRUCTION RECORD (AS-BUILT)
Date :
Prof. Reg. No. :
Name :
HEAD OFFICE
Val de Grace
Tel: (012) 844 8000
Pretoria 0001
South Africa
48 Tambotie Avenue
PO Box 415
Pretoria
0184
for the SA NATIONAL ROADS AGENCY SOC LTD.
Date:
WESTERN REGION
Tel: (021) 957 4600
Private Bag X19
Bellville
Oakdale
Bellville
1 Havenga Street
7535
7530
N7
NRA N.007-020-2020/1F
N7
THE IMPROVEMENT OF NATIONAL ROUTE 7, SECTION 2, BETWEEN
ROOIDRAAI (km 7.49) AND MOORREESBURG (km 33.90)
DRAWING NAME
7 Digtebij Avenue, Mabille Park, Kuils River, 7580
P.O. Box 190, Kuils River, 7579
Tel: +27 21 906 5602
Fax: +27 21 906 5603
COPYRIGHT RESERVED
c
CAPE TOWN
14 CENTRAL SQUARE PINELANDS 7405
P.O. BOX 38561 PINELANDS 7430
Tel: +27 21 530-1800 Fax: +27 21 532-0950
E-MAIL: [email protected]
X:\P
rojects - (In-progress)\4397 N
7 R
ooidraai to M
oorreesburg (D
M)\07-D
raw
ing\R
oads\W
OR
KIN
G\4397-22-27 Layout-Long sv19-sv25 sht 13-18 - C
olour.dw
g
2019-06-11 B
randc1
50 mm 0 mm 50 mm 100 mm
FOR TENDER
PURPOSES ONLY
NOTE:
ALL DIMENSIONS TO BE CHECKED ON SITE
BEFORE ANY WORK IS PUT IN HAND.
REFER ANY DISCREPANCIES TO THE ENGINEER.
FOR APPROVAL
PURPOSES ONLY
J GENTZ
20080319
DM MURPHY
950446
PRELIMINARY
DRAWINGS
DRAFT
FINAL DESIGN
2 2
23 000 24 000
ROADS - LAYOUTS
4397-26
V1
GENERAL ARRANGEMENT AND LONG-SECTION
ROUTE 7, SECTION 2: SV 23 000 - SV 24 000
1:1000 17 27
V1 28/06/2019 ORIGINAL VERSION DM MURPHY
DM MURPHY
950446
28/06/2019
26
R
O
O
ID
R
A
A
I
M
O
R
R
E
E
S
B
U
R
G
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
SURVEY CONTROL POINTS
POINT
Z
C BRAND
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