Embed Size (px)
Citation preview
NRB66-17 29277.19 3685814.15 133.554
NRB67-17 29360.21 3685591.54 145.531
NRB68-17 29387.16 3685298.08 140.612
PS11 29275.54 3685986.22 125.303
NRB69-17 29448.01 3685010.72 136.161
NRB70-17 29509.36 3684726.50 140.172
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
168°01'12"
182m VC
K=26
70m VC
K=69
422m VC
K=65
HIG
H: 143.154
Ch 19462.612
E.V
.C
19569
B.V
.C
19882
307m VC
K=63
LO
W: 136.259
Ch 19985.917
5.895 %
19109.124 133.604
4.880 %
19358.180 145.757
-1.650 %
20000.000
134.584
-2.0
132
Datum 122.0
144
Datum 134.0
19
00
0
19
02
0
19
04
0
19
06
0
19
08
0
19
10
0
19
12
0
19
14
0
19
16
0
19
18
0
19
20
0
19
22
0
19
24
0
19
26
0
19
28
0
19
30
0
19
32
0
19
34
0
19
36
0
19
38
0
19
40
0
19
42
0
19
44
0
19
46
0
19
48
0
19
50
0
19
52
0
19
54
0
19
56
0
19
58
0
19
60
0
19
62
0
19
64
0
19
66
0
19
68
0
19
70
0
19
72
0
19
74
0
19
76
0
19
78
0
19
80
0
19
82
0
19
84
0
19
86
0
19
88
0
19
90
0
19
92
0
19
94
0
19
96
0
19
98
0
20
00
0
12
8.1
57
12
8.8
76
12
9.7
51
13
0.7
08
13
1.6
54
13
2.6
57
13
3.6
57
13
4.6
56
13
5.6
16
13
6.5
00
13
7.3
63
13
8.1
39
13
8.8
41
13
9.6
06
14
0.2
03
14
0.7
53
14
1.2
20
14
1.6
23
14
1.9
72
14
2.2
67
14
2.5
23
14
2.6
63
14
2.7
56
14
2.7
97
14
2.7
74
14
2.6
57
14
2.5
51
14
2.3
54
14
2.0
78
14
1.7
68
14
1.4
30
14
1.0
95
14
0.7
59
14
0.4
33
14
0.0
98
13
9.7
55
13
9.4
26
13
9.0
98
13
8.7
58
13
8.4
32
13
8.0
99
13
7.7
69
13
7.4
54
13
7.0
95
13
6.7
80
13
6.4
70
13
6.2
15
13
6.0
57
13
5.9
49
13
5.8
85
13
5.8
83
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
-7
.0
0
-7
.3
0
-7
.6
0
-7
.9
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
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
12
8.0
82
12
8.7
71
12
9.6
14
13
0.6
10
13
1.7
51
13
2.8
78
13
3.9
47
13
4.9
57
13
5.9
16
13
6.8
15
13
7.6
58
13
8.4
39
13
9.1
58
13
9.8
16
14
0.4
11
14
0.9
45
14
1.4
17
14
1.8
27
14
2.1
76
14
2.4
62
14
2.6
87
14
2.8
49
14
2.9
50
14
2.9
89
14
2.9
66
14
2.8
82
14
2.7
35
14
2.5
27
14
2.2
56
14
1.9
33
14
1.6
03
14
1.2
73
14
0.9
45
14
0.6
18
14
0.2
91
13
9.9
64
13
9.6
37
13
9.3
10
13
8.9
83
13
8.6
56
13
8.3
29
13
8.0
02
13
7.6
73
13
7.3
43
13
7.0
13
13
6.7
10
13
6.4
69
13
6.2
92
13
6.1
78
13
6.1
28
13
6.1
41
12
8.2
16
12
8.9
05
12
9.7
48
13
0.7
44
13
1.8
85
13
3.0
18
13
4.0
92
13
5.1
09
13
6.0
74
13
6.9
79
13
7.8
22
13
8.6
03
13
9.3
22
13
9.9
80
14
0.5
75
14
1.1
09
14
1.5
81
14
1.9
91
14
2.3
40
14
2.6
26
14
2.8
51
14
3.0
13
14
3.1
14
14
3.1
53
14
3.1
30
14
3.0
46
14
2.8
99
14
2.6
91
14
2.4
20
14
2.0
97
14
1.7
67
14
1.4
37
14
1.1
07
14
0.7
77
14
0.4
47
14
0.1
17
13
9.7
87
13
9.4
57
13
9.1
27
13
8.7
97
13
8.4
67
13
8.1
37
13
7.8
07
13
7.4
77
13
7.1
47
13
6.8
44
13
6.6
03
13
6.4
26
13
6.3
12
13
6.2
62
13
6.2
75
12
8.0
82
12
8.7
71
12
9.6
14
13
0.6
10
13
1.7
51
13
2.8
84
13
3.9
58
13
4.9
75
13
5.9
40
13
6.8
45
13
7.6
88
13
8.4
69
13
9.1
88
13
9.8
46
14
0.4
41
14
0.9
75
14
1.4
47
14
1.8
57
14
2.2
06
14
2.4
92
14
2.7
17
14
2.8
79
14
2.9
80
14
3.0
19
14
2.9
96
14
2.9
12
14
2.7
65
14
2.5
57
14
2.2
86
14
1.9
63
14
1.6
33
14
1.3
03
14
0.9
73
14
0.6
43
14
0.3
13
13
9.9
83
13
9.6
53
13
9.3
23
13
8.9
93
13
8.6
63
13
8.3
33
13
8.0
03
13
7.6
73
13
7.3
43
13
7.0
13
13
6.7
10
13
6.4
69
13
6.2
92
13
6.1
78
13
6.1
28
13
6.1
41
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
ROOIDRAAI MOORREESBURG
19144
E.V
.C
.
B.V
.C
.
19147
19047
E.V
.C
.
B.V
.C
.
19047
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
168°01'12"
182m VC
K=26
70m VC
K=69
422m VC
K=65
HIG
H: 143.154
Ch 19462.612
E.V
.C
19569
B.V
.C
19882
307m VC
K=63
LO
W: 136.259
Ch 19985.917
5.895 %
19109.124 133.604
4.880 %
19358.180 145.757
-1.650 %
20000.000
134.584
-2.0
132
Datum 122.0
144
Datum 134.0
19
00
0
19
02
0
19
04
0
19
06
0
19
08
0
19
10
0
19
12
0
19
14
0
19
16
0
19
18
0
19
20
0
19
22
0
19
24
0
19
26
0
19
28
0
19
30
0
19
32
0
19
34
0
19
36
0
19
38
0
19
40
0
19
42
0
19
44
0
19
46
0
19
48
0
19
50
0
19
52
0
19
54
0
19
56
0
19
58
0
19
60
0
19
62
0
19
64
0
19
66
0
19
68
0
19
70
0
19
72
0
19
74
0
19
76
0
19
78
0
19
80
0
19
82
0
19
84
0
19
86
0
19
88
0
19
90
0
19
92
0
19
94
0
19
96
0
19
98
0
20
00
0
12
8.1
57
12
8.8
76
12
9.7
51
13
0.7
08
13
1.6
54
13
2.6
57
13
3.6
57
13
4.6
56
13
5.6
16
13
6.5
00
13
7.3
63
13
8.1
39
13
8.8
41
13
9.6
06
14
0.2
03
14
0.7
53
14
1.2
20
14
1.6
23
14
1.9
72
14
2.2
67
14
2.5
23
14
2.6
63
14
2.7
56
14
2.7
97
14
2.7
74
14
2.6
57
14
2.5
51
14
2.3
54
14
2.0
78
14
1.7
68
14
1.4
30
14
1.0
95
14
0.7
59
14
0.4
33
14
0.0
98
13
9.7
55
13
9.4
26
13
9.0
98
13
8.7
58
13
8.4
32
13
8.0
99
13
7.7
69
13
7.4
54
13
7.0
95
13
6.7
80
13
6.4
70
13
6.2
15
13
6.0
57
13
5.9
49
13
5.8
85
13
5.8
83
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
-7
.0
0
-7
.3
0
-7
.6
0
-7
.9
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
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
12
8.0
82
12
8.7
71
12
9.6
14
13
0.6
10
13
1.7
51
13
2.8
78
13
3.9
47
13
4.9
57
13
5.9
16
13
6.8
15
13
7.6
58
13
8.4
39
13
9.1
58
13
9.8
16
14
0.4
11
14
0.9
45
14
1.4
17
14
1.8
27
14
2.1
76
14
2.4
62
14
2.6
87
14
2.8
49
14
2.9
50
14
2.9
89
14
2.9
66
14
2.8
82
14
2.7
35
14
2.5
27
14
2.2
56
14
1.9
33
14
1.6
03
14
1.2
73
14
0.9
45
14
0.6
18
14
0.2
91
13
9.9
64
13
9.6
37
13
9.3
10
13
8.9
83
13
8.6
56
13
8.3
29
13
8.0
02
13
7.6
73
13
7.3
43
13
7.0
13
13
6.7
10
13
6.4
69
13
6.2
92
13
6.1
78
13
6.1
28
13
6.1
41
12
8.2
16
12
8.9
05
12
9.7
48
13
0.7
44
13
1.8
85
13
3.0
18
13
4.0
92
13
5.1
09
13
6.0
74
13
6.9
79
13
7.8
22
13
8.6
03
13
9.3
22
13
9.9
80
14
0.5
75
14
1.1
09
14
1.5
81
14
1.9
91
14
2.3
40
14
2.6
26
14
2.8
51
14
3.0
13
14
3.1
14
14
3.1
53
14
3.1
30
14
3.0
46
14
2.8
99
14
2.6
91
14
2.4
20
14
2.0
97
14
1.7
67
14
1.4
37
14
1.1
07
14
0.7
77
14
0.4
47
14
0.1
17
13
9.7
87
13
9.4
57
13
9.1
27
13
8.7
97
13
8.4
67
13
8.1
37
13
7.8
07
13
7.4
77
13
7.1
47
13
6.8
44
13
6.6
03
13
6.4
26
13
6.3
12
13
6.2
62
13
6.2
75
12
8.0
82
12
8.7
71
12
9.6
14
13
0.6
10
13
1.7
51
13
2.8
84
13
3.9
58
13
4.9
75
13
5.9
40
13
6.8
45
13
7.6
88
13
8.4
69
13
9.1
88
13
9.8
46
14
0.4
41
14
0.9
75
14
1.4
47
14
1.8
57
14
2.2
06
14
2.4
92
14
2.7
17
14
2.8
79
14
2.9
80
14
3.0
19
14
2.9
96
14
2.9
12
14
2.7
65
14
2.5
57
14
2.2
86
14
1.9
63
14
1.6
33
14
1.3
03
14
0.9
73
14
0.6
43
14
0.3
13
13
9.9
83
13
9.6
53
13
9.3
23
13
8.9
93
13
8.6
63
13
8.3
33
13
8.0
03
13
7.6
73
13
7.3
43
13
7.0
13
13
6.7
10
13
6.4
69
13
6.2
92
13
6.1
78
13
6.1
28
13
6.1
41
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
ROOIDRAAI MOORREESBURG
19144
E.V
.C
.
B.V
.C
.
19147
19047
E.V
.C
.
B.V
.C
.
19047
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
KOORNPLAATS 524
REM PTN 9
SG_5424_1994_WC
C04600000000052400009
KOOT CLAASSEN 0825249001
GERT KLAASSEN 0825249003
KOORNPLAATS 524
PTN 13
SG_3369_2007_WC
C04600000000052400013
KOORNPLAATS 524
PTN 15
SG_5372_2007_WC
C04600000000052400015
KRUYWAGENS KRAAL 520
REM PTN 11
SG_3649_1941_WC
C04600000000052000011
HENDRIK de WAAL 0827830011
KOORNPLAATS 524
REM PTN 9
SG_5424_1994_WC
C04600000000052400009
KOOT CLAASSEN 0825249001
GERT KLAASSEN 0825249003
KOORNPLAATS 524
REM PTN 9
SG_5424_1994_WC
C04600000000052400009
KOOT CLAASSEN 0825249001
GERT KLAASSEN 0825249003
KRUYWAGENS KRAAL 520
REM PTN 1
SG_786_1863_WC
C04600000000052000001
HENDRIK de WAAL 0827830011
NRB66-17
133.554
NRB68-17
140.612
NRB69-17
136.161
NRB67-17
145.531
PS10
126.629
K19-LE1
K19-LE2
K19-LN1
K19-LN2 K19-LN3
K19-LN4
K18-RN18
K19-RN1
K19-RN2
K19-RN3K19-RN4
K19-RN5
K19-RN6 K19-RN7
K19-RN8 K19-RN9
K20-RN1
Y
+
2
9
2
0
0
Y
+
2
9
4
0
0
Y
+
2
9
4
0
0
X
+
3
6
8
5
8
0
0
X
+
3
6
8
5
8
0
0
X
+
3
6
8
5
6
0
0
X
+
3
6
8
5
6
0
0
X
+
3
6
8
5
4
0
0
X
+
3
6
8
5
2
0
0
X
+
3
6
8
5
0
0
0
X
+
3
6
8
5
4
0
0
X
+
3
6
8
5
2
0
0
X
+
3
6
8
5
0
0
0
Y
+
2
9
6
0
0
Y
+
2
9
6
0
0
19100 19200 19300 19400 19500 19700 19800 19900
CU
T L
IN
E
CU
T L
IN
E
2000019000 19600
CAMP
ACCESS
CAMP
ACCESS
CAMP
ACCESS
CAMP
ACCESS
CAMP
ACCESS
>
TYPE F
SIDE DRAIN
19
08
0
TYPE F
SIDE DRAIN
19
10
0
18
98
0
TYPE A
SIDE DRAIN
80
00
TYPE A
SIDE DRAIN
19
54
0
TYPE F
SIDE DRAIN
19
54
0
TYPE F
SIDE DRAIN
19
98
0
OPEN EARTH V-DRAIN
19
93
0
19100 19200 19300 19400 19500 19700 19800 19900
CU
T L
IN
E
CU
T L
IN
E
2000019000 19600
CAMP
ACCESS
CAMP
ACCESS
CAMP
ACCESS
CAMP
ACCESS
CAMP
ACCESS
>
TYPE F
SIDE DRAIN
19
08
0
TYPE F
SIDE DRAIN
19
10
0
18
98
0
TYPE A
SIDE DRAIN
80
00
TYPE A
SIDE DRAIN
19
54
0
TYPE F
SIDE DRAIN
19
54
0
TYPE F
SIDE DRAIN
19
98
0
OPEN EARTH V-DRAIN
19
93
0
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
POINT SV
19000
19100
19200
19300
19400
19500
19600
19700
19800
19900
20000
Y-Coord X-Coord
N7/2 ALIGNMENT DETAILS - WGS84 Lo19°
29267.088
29287.845
29308.602
29329.358
29350.115
29370.872
29391.629
29412.386
29433.143
29453.900
29474.657
3685922.174
3685824.352
3685726.530
3685628.708
3685530.886
3685433.064
3685335.242
3685237.420
3685139.598
3685041.776
3684943.954
POINT SV
19000
19100
19200
19300
19400
19500
19600
19700
19800
19900
20000
Y-Coord X-Coord
N7/2 ALIGNMENT DETAILS - WGS84 Lo19°
29267.088
29287.845
29308.602
29329.358
29350.115
29370.872
29391.629
29412.386
29433.143
29453.900
29474.657
3685922.174
3685824.352
3685726.530
3685628.708
3685530.886
3685433.064
3685335.242
3685237.420
3685139.598
3685041.776
3684943.954
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
EXISTING ROAD RESERVE
POINT
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
PROPOSED ROAD RESERVE
POINT
K19-LE1 29417.782 3685355.955
K19-LE2 29500.642 3685036.825
K19-LN1 29305.131 3685832.214
K19-LN2 29328.368 3685774.643
K19-LN3 29372.563 3685566.363
K19-LN4 29373.423 3685541.498
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
ALIG
NM
EN
T LIN
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
ALIG
NM
EN
T LIN
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
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
19
01
0
SV 19 035
CAMP ACCESS
SV 19 924
CAMP
ACCESS
SV 19 922
CAMP
ACCESS
SV
19
08
0
SV
19
18
0
SV
19
63
0
SV
19
83
0
SV 19 591
CAMP
ACCESS
3.7m
1.0m SURFACED SHOULDER
3.5m
3.7m
3.0m SURFACED SHOULDER
3.7m
3.0m SURFACED SHOULDER
3.7m
3.0m SURFACED SHOULDER
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
19
01
0
SV 19 035
CAMP ACCESS
SV 19 924
CAMP
ACCESS
SV 19 922
CAMP
ACCESS
SV
19
08
0
SV
19
18
0
SV
19
63
0
SV
19
83
0
SV 19 591
CAMP
ACCESS
3.7m
1.0m SURFACED SHOULDER
3.5m
3.7m
3.0m SURFACED SHOULDER
3.7m
3.0m SURFACED SHOULDER
3.7m
3.0m SURFACED SHOULDER
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
PROPOSED ROAD RESERVE
POINT
K19-RN1 29268.629 3685820.890
K19-RN2 29311.666 3685600.581
K19-RN3 29350.509 3685441.358
K19-RN4 29358.813 3685400.579
K19-RN5 29361.709 3685388.505
K19-RN6 29387.572 3685281.643
K19-RN7 29435.683 3685054.907
K19-RN8 29444.074 3685001.794
K19-RN9 29451.306 3684967.711
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
19 000 20 000
ROADS - LAYOUTS
4397-22
V1
GENERAL ARRANGEMENT AND LONG-SECTION
ROUTE 7, SECTION 2: SV 19 000 - SV 20 000
1:1000 13 27
V1 17/05/2019 ORIGINAL VERSION DM MURPHY
DM MURPHY
950446
17/05/2019
22
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
SURVEY CONTROL POINTS
POINT
Z
ROOIDRAAI
MORREESBURG
C BRAND
