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APPENDIX H
PRELIMINARY DESIGN DRAWINGS
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. 4398-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, STORED 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 WOOD STRAINING POSTS AND DROPPERS
AND STEEL STANDARDS.
9. REFER TO 20m INTERVAL CROSS SECTIONS FOR LANDSCAPING AND
FURTHER DRAINAGE DETAILS.
10. ALL ROADMARKING AS PER SARTSM AND STANDARD DRAWINGS.
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
PROPOSED ROAD
WIDENING
FARM / MAJOR ACCESS
CULVERT AND
DIRECTION OF FLOW
RESHAPE EXISTING
SIDE DRAIN
> >
OPEN EARTH V-DRAIN
LINED / UNLINED
CUT-OFF DRAIN
TYPE A SIDE DRAIN
& DOWN CHUTE
TYPE F SIDE DRAIN
& DOWN CHUTE
NEW GUARDRAIL
TYPE A DRAIN WITH
INLET AND DOWNPIPE
V V
V SHAPED TOE DRAIN
PIKETBERG
2136
SG_1187_1986_CT
GROOTE FONTEIN 241
REM
SG_190_1833_CT
1364
SG_248_1984_CT
3274
SG_1873_1998_CT
4429
SG_859_2014_WC
GROOTE FONTEIN 241
REM
SG_190_1833_CT
GROOTE FONTEIN 241
REM
SG_190_1833_CT
PIKETBERG
4420
SG_1674_2014_CT
PIKETBERG
4419
SG_1673_2014_CT
GROOTE FONTEIN 241
REM
SG_190_1833_CT
2218
SG_6364_1999_CT
GROOTE FONTEIN 241
PTN 28
SG_465_2012_WC
GROOTE FONTEIN 241
PTN 27
SG_464_2012_WC
GROOTE FONTEIN 241
PTN 35
SG_470_2012_WC
GROOTE FONTEIN 241
PTN 35
SG_470_2012_WC
GROOTE FONTEIN 241
PTN 29
SG_466_2012_WC
NRB106_17
169.239
NRB02_12
161.551
NRB03_12
155.934
NRB04_12
145.688
X
+
3
6
4
1
8
0
0
X
+
3
6
4
2
0
0
0
X
+
3
6
4
2
2
0
0
X
+
3
6
4
2
4
0
0
X
+
3
6
4
2
6
0
0
X
+
3
6
4
2
6
0
0
X
+
3
6
4
2
4
0
0
X
+
3
6
4
2
2
0
0
X
+
3
6
4
2
0
0
0
Y
+
2
1
6
0
0
Y
+
2
1
6
0
0
Y
+
2
1
8
0
0
Y
+
2
2
0
0
0
Y
+
2
2
0
0
0
Y
+
2
2
2
0
0
Y
+
2
1
8
0
0
X
+
3
6
4
1
8
0
0
K31-RE1
K31-LE2
K31-LE1
EXISTING 1x600 Ø PC
TO BE EXTENDED
REPLACE EXISTING
1x600 Ø PC
REPLACE EXISTING
1x600 Ø PC
CU
T L
IN
E
31600 31700 31800 31900
> > > > > > >
LOC
LOC
3200031530
31
70
0
OPEN EARTH
V-DRAIN
31
66
0
CAMP
ACCESS
CAMP
ACCESS
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
PIEKENIERSKLOOF PASS
600 mm PC
IL = 155.547 m
156
Datum 146.0
145
Datum 135.0
Direction
209°13'06"
31530
31530
B.V
.C
31580
112m VC
K=188
E.V
.C
31692
-2.728 %
31636.065 157.562
-3.323 %
32000.000139.700
-2.0
31
53
0
31
54
0
31
56
0
31
58
0
31
60
0
31
62
0
31
64
0
31
66
0
31
68
0
31
70
0
31
72
0
31
74
0
31
76
0
31
78
0
31
80
0
31
82
0
31
84
0
31
86
0
31
88
0
31
90
0
31
92
0
31
94
0
31
96
0
31
98
0
32
00
0
16
0.2
66
15
9.9
93
15
9.4
52
15
8.9
00
15
8.3
22
15
7.7
45
15
7.1
57
15
6.5
45
15
5.9
02
15
5.2
56
15
4.5
90
15
3.9
21
15
3.2
42
15
2.5
76
15
1.9
08
15
1.2
27
15
0.5
43
14
9.8
84
14
9.2
29
14
8.5
69
14
7.8
99
14
7.2
37
14
6.5
92
14
5.9
36
14
5.2
83
-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
16
0.3
21
16
0.0
48
15
9.5
03
15
8.9
57
15
8.4
01
15
7.8
24
15
7.2
25
15
6.6
05
15
5.9
64
15
5.3
03
15
4.6
39
15
3.9
74
15
3.3
09
15
2.6
45
15
1.9
80
15
1.3
15
15
0.6
51
14
9.9
86
14
9.3
21
14
8.6
57
14
7.9
92
14
7.3
27
14
6.6
63
14
5.9
98
14
5.3
33
16
0.4
55
16
0.1
82
15
9.6
37
15
9.0
91
15
8.5
35
15
7.9
58
15
7.3
59
15
6.7
39
15
6.0
98
15
5.4
37
15
4.7
73
15
4.1
08
15
3.4
43
15
2.7
79
15
2.1
14
15
1.4
49
15
0.7
85
15
0.1
20
14
9.4
55
14
8.7
91
14
8.1
26
14
7.4
61
14
6.7
97
14
6.1
32
14
5.4
67
16
0.3
21
16
0.0
48
15
9.5
03
15
8.9
57
15
8.4
01
15
7.8
24
15
7.2
25
15
6.6
05
15
5.9
64
15
5.3
03
15
4.6
39
15
3.9
74
15
3.3
09
15
2.6
45
15
1.9
80
15
1.3
15
15
0.6
51
14
9.9
86
14
9.3
21
14
8.6
57
14
7.9
92
14
7.3
27
14
6.6
63
14
5.9
98
14
5.3
33
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
PIKETBERG
POINT Y-Coord X-Coord
N7/3 ALIGNMENT DETAILS - WGS84 Lo19°
HPI 1 31530
31600
31700
31800
31900
32000
21838.444
21804.274
21755.460
21706.647
21657.833
21609.019
3642250.258
3642189.164
3642101.888
3642014.611
3641927.334
3641840.058
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
EXISTING ROAD RESERVE
POINT
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
EXISTING ROAD RESERVE
POINT
K31-LE1 21775.210 3642100.546
K31-LE2 21775.190 3642100.510
K31-RE1 21651.620 3641976.264
31000
32000
33000
3
4
0
0
0
35000
3
6
0
0
0
3
7
0
0
0
SH
EE
T 1
OF
35
SH
EE
T 2
OF
35
SH
EE
T 3
OF
35
S
H
E
E
T
5
O
F
3
5
S
H
E
E
T
6
O
F
3
5
KEY PLAN
N.T.S.
S
H
E
E
T
4
O
F
3
5
NRB01_12 22111.730 3642812.340 166.518
NRB106_17 22060.740 3642572.880 169.239
NRB02_12 21875.040 3642282.420 161.551
NRB03_12 21778.280 3642109.670 155.934
NRB04_12 21599.670 3641879.510 145.688
NRB05_12 21457.190 3641624.220 136.303
+0+0
2.0% 2.0%
1
:
1
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 : 120km/h
VERTICAL DESIGN SPEED : 100km/h
POSTED SPEED (Road Signs & Road Markings) : 120km/h
ED
GE
O
F
SU
RF
AC
IN
G
PIEKENIERSKLOOF PASS
SV 31 696
CAMP
ACCESS
> > > > > > >
EDGE OF SURFACING
SV31651
1x600 Ø CULVERT
SKEW=232.184°
LOC
LOC
SV 31 717
CAMP
ACCESS
SV 31 535
CAMP
ACCESS
3.7m
3.0m SURFACED SHOULDER
3.7m
3.0m SURFACED SHOULDER
SV
31
66
0
SV
31
70
0
PIKETBERG
REFER TO ROAD MARKING AND ROAD SIGNS
DRAWINGS FOR DETAILS ON ROAD MARKING
AND ROAD SIGNS.
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.007-030-2020/2
N7
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)\4398 N
7 P
iketberg to P
iekenierskloof P
ass (D
M)\07-D
raw
ing\R
oads\W
OR
KIN
G\4398-10-15 Layout-Long sv31-sv37 sht 1-6.dw
g
2019-07-24 B
randc1
50 mm 0 mm 50 mm 100 mm
FOR TENDER
PURPOSES ONLY
PRELIMINARY
DRAWINGS
THE IMPROVEMENT OF NATIONAL ROUTE 7, SECTION 3, BETWEEN
PIKETBERG (km 31.53) AND PIEKENIERSKLOOF PASS (km 65.30)
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
DM MURPHY
950446
DRAFT
FINAL DESIGN
3 3
31 530 32 000
ROADS - LAYOUTS
4398-10
V1
GENERAL ARRANGEMENT AND LONG-SECTION
ROUTE 7, SECTION 3 : SV 31 530 SV 32 000
1:1000 1 35
V1 28/06/2019 ORIGINAL VERSION DM MURPHY
DM MURPHY
950446
28/06/2019
P
I
K
E
T
B
E
R
G
PIEKENIERSKLOOF PASS
10
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
SURVEY CONTROL POINTS
POINT
Z
MOORREESBURG
P
O
R
T
E
R
V
IL
L
E
W KRÜGEL
20045180 (CANDIDATE ENGINEER)
C BRAND
PIKETBERG
2136
SG_1187_1986_CT
GROOTE FONTEIN 241
REM
SG_190_1833_CT
GROOTE FONTEIN 241
REM
SG_190_1833_CT
GROOTE FONTEIN 241
PTN 35
SG_470_2012_WC
GROOTE FONTEIN 241
PTN 35
SG_470_2012_WC
NRB04_12
145.688
NRB05_12
136.303
NRB107_17
133.205
NRB108_17
128.761
X
+
3
6
4
1
0
0
0
X
+
3
6
4
1
0
0
0
X
+
3
6
4
1
2
0
0
X
+
3
6
4
1
4
0
0
X
+
3
6
4
1
6
0
0
X
+
3
6
4
1
8
0
0
X
+
3
6
4
1
2
0
0
X
+
3
6
4
1
4
0
0
X
+
3
6
4
1
6
0
0
X
+
3
6
4
1
8
0
0
Y
+
2
1
2
0
0
Y
+
2
1
0
0
0
Y
+
2
1
2
0
0
Y
+
2
1
4
0
0
Y
+
2
1
6
0
0
Y
+
2
1
6
0
0
Y
+
2
1
4
0
0
K32-LN1
K32-LN2
K32-LN3
K32-LN4
K32-LN5
K32-LN6
K32-LN7
K32-LN8
K32-LN9
K32-LN10
K33-LN1
K32-RN1
K32-RN1
K32-RN1
K32-RN1
C10200
EXISTING 1x2.64x1.22m MAJOR
CULVERT TO BE EXTENDED
C001
EXISTING 1x2.4x1.90m MAJOR
CULVERT TO BE EXTENDED
CL9033
EXISTING 1x2.50x1.50m MAJOR
CULVERT TO BE EXTENDED
EXISTING 1x600 Ø PC
REPLACED BY 1x900 Ø PC
CL9033
EXISTING 1x2.50x1.50m MAJOR
CULVERT TO BE EXTENDED
PROPOSED
1x600 Ø PC
PROPOSED
1x600 Ø PC
> > > > > > >
> > > > > > >
CU
T L
IN
E
CU
T LIN
E
32100 3220032300 32400 32500 32600
3270032800 32900
HPI 2: 32182.770
32000
33000
TYPE A
SIDE DRAIN
32
90
0
TYPE A
SIDE DRAIN
32
88
0
OPEN EARTH
V-DRAIN
32
33
0
OPEN EARTH
V-DRAIN
32
78
0
32
63
0
OPEN EARTH
V-DRAIN
32
87
0
OPEN EARTH
V-DRAIN
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. 4398-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, STORED 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 WOOD STRAINING POSTS AND DROPPERS
AND STEEL STANDARDS.
9. REFER TO 20m INTERVAL CROSS SECTIONS FOR LANDSCAPING AND
FURTHER DRAINAGE DETAILS.
10. ALL ROADMARKING AS PER SARTSM AND STANDARD DRAWINGS.
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
PROPOSED ROAD
WIDENING
FARM / MAJOR ACCESS
CULVERT AND
DIRECTION OF FLOW
RESHAPE EXISTING
SIDE DRAIN
> >
OPEN EARTH V-DRAIN
LINED / UNLINED
CUT-OFF DRAIN
TYPE A SIDE DRAIN
& DOWN CHUTE
TYPE F SIDE DRAIN
& DOWN CHUTE
NEW GUARDRAIL
TYPE A DRAIN WITH
INLET AND DOWNPIPE
V V
V SHAPED TOE DRAIN
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
PIKETBERG PIEKENIERSKLOOF PASS
C10200
2640x1220 mm CULVERT
IL = 138.764 m
142
Datum 132.0
134
Datum 124.0
Direction
209°13'06"
Curve 1 Left
Radius=0m
I= 0°04'32"
32183
Direction
209°08'34"
B.V
.C
32080
187m VC
K=120
E.V
.C
32267
B.V
.C
32713
566m VC
K=81
LO
W: 128.895
Ch 32856.521
-3.323 %
32173.536 139.700
-1.767 %
32996.489 125.156
5.223 %
33000.000
-2.0
-2.0-2.0-2.0-2.0-2.0
-2.0
32
00
0
32
02
0
32
04
0
32
06
0
32
08
0
32
10
0
32
12
0
32
14
0
32
16
0
32
18
0
32
20
0
32
22
0
32
24
0
32
26
0
32
28
0
32
30
0
32
32
0
32
34
0
32
36
0
32
38
0
32
40
0
32
42
0
32
44
0
32
46
0
32
48
0
32
50
0
32
52
0
32
54
0
32
56
0
32
58
0
32
60
0
32
62
0
32
64
0
32
66
0
32
68
0
32
70
0
32
72
0
32
74
0
32
76
0
32
78
0
32
80
0
32
82
0
32
84
0
32
86
0
32
88
0
32
90
0
32
92
0
32
94
0
32
96
0
32
98
0
33
00
0
14
5.2
83
14
4.6
07
14
3.9
43
14
3.2
92
14
2.6
21
14
1.9
51
14
1.3
42
14
0.7
96
14
0.2
39
13
9.7
07
13
9.2
30
13
8.7
85
13
8.3
77
13
7.9
91
13
7.6
22
13
7.2
81
13
6.9
15
13
6.5
58
13
6.1
84
13
5.8
37
13
5.4
90
13
5.1
28
13
4.7
65
13
4.4
11
13
4.0
59
13
3.6
99
13
3.3
27
13
2.9
90
13
2.6
08
13
2.2
54
13
1.9
12
13
1.5
66
13
1.2
09
13
0.8
54
13
0.5
11
13
0.1
42
12
9.8
09
12
9.4
86
12
9.2
25
12
9.0
24
12
8.8
61
12
8.7
49
12
8.6
93
12
8.6
67
12
8.6
98
12
8.7
78
12
8.9
00
12
9.0
78
12
9.2
91
12
9.5
75
12
9.9
11
-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
-9
.1
7
-1
4.1
1
-1
9.0
6
-2
4.0
0
-2
4.0
0
-2
4.0
0
-2
4.0
0
-2
1.5
3
-1
6.5
9
-1
1.6
4
-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
14
5.3
33
14
4.6
69
14
4.0
04
14
3.3
39
14
2.6
75
14
2.0
26
14
1.4
12
14
0.8
30
14
0.2
82
13
9.7
67
13
9.2
85
13
8.8
37
13
8.4
22
13
8.0
40
13
7.6
84
13
7.3
31
13
6.9
78
13
6.6
24
13
6.2
71
13
5.9
17
13
5.5
64
13
5.2
10
13
4.8
57
13
4.5
03
13
4.1
00
13
3.6
48
13
3.1
96
13
2.7
44
13
2.3
90
13
2.0
37
13
1.6
83
13
1.3
79
13
1.1
24
13
0.8
70
13
0.6
15
13
0.2
62
12
9.9
11
12
9.5
99
12
9.3
36
12
9.1
22
12
8.9
58
12
8.8
43
12
8.7
78
12
8.7
62
12
8.7
95
12
8.8
77
12
9.0
10
12
9.1
91
12
9.4
22
12
9.7
02
13
0.0
31
14
5.4
67
14
4.8
03
14
4.1
38
14
3.4
73
14
2.8
09
14
2.1
60
14
1.5
46
14
0.9
64
14
0.4
16
13
9.9
01
13
9.4
19
13
8.9
71
13
8.5
56
13
8.1
74
13
7.8
18
13
7.4
65
13
7.1
12
13
6.7
58
13
6.4
05
13
6.0
51
13
5.6
98
13
5.3
44
13
4.9
91
13
4.6
37
13
4.2
84
13
3.9
30
13
3.5
77
13
3.2
24
13
2.8
70
13
2.5
17
13
2.1
63
13
1.8
10
13
1.4
56
13
1.1
03
13
0.7
49
13
0.3
96
13
0.0
45
12
9.7
33
12
9.4
70
12
9.2
56
12
9.0
92
12
8.9
77
12
8.9
12
12
8.8
96
12
8.9
29
12
9.0
11
12
9.1
44
12
9.3
25
12
9.5
56
12
9.8
36
13
0.1
65
14
5.3
33
14
4.6
69
14
4.0
04
14
3.3
39
14
2.6
75
14
2.0
26
14
1.4
12
14
0.8
30
14
0.2
82
13
9.7
67
13
9.2
85
13
8.8
37
13
8.4
22
13
8.0
40
13
7.6
84
13
7.3
31
13
6.9
78
13
6.6
24
13
6.2
71
13
5.9
17
13
5.5
64
13
5.2
10
13
4.8
57
13
4.5
03
13
4.1
00
13
3.6
48
13
3.1
96
13
2.7
44
13
2.3
90
13
2.0
37
13
1.6
83
13
1.3
79
13
1.1
24
13
0.8
70
13
0.6
15
13
0.2
62
12
9.9
11
12
9.5
99
12
9.3
36
12
9.1
22
12
8.9
58
12
8.8
43
12
8.7
78
12
8.7
62
12
8.7
95
12
8.8
77
12
9.0
10
12
9.1
91
12
9.4
22
12
9.7
02
13
0.0
31
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
9.1
7
14
.1
1
19
.0
6
24
.0
0
24
.0
0
24
.0
0
24
.0
0
21
.5
3
16
.5
9
11
.6
4
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
900 mm PC
IL = 131.985 m
C001
2400x1900 mm CULVERT
IL = 127.137 m
CL9003
2000x1500 mm CULVERT
IL = 124.715 m
139.700
31000
32000
33000
3
4
0
0
0
35000
3
6
0
0
0
3
7
0
0
0
SH
EE
T 1
OF
35
SH
EE
T 2
OF
35
SH
EE
T 3
OF
35
S
H
E
E
T
5
O
F
3
5
S
H
E
E
T
6
O
F
3
5
KEY PLAN
N.T.S.
S
H
E
E
T
4
O
F
3
5
NRB04_12 21599.670 3641879.510 145.688
NRB05_12 21457.190 3641624.220 136.303
NRB107_17 21365.160 3641368.180 133.205
NRB108_17 21245.510 3641153.940 128.761
NRB109_17 21089.750 3640875.300 131.016
NRB110_17 20940.180 3640613.090 144.921
POINT SV Y-Coord X-Coord
N7/3 ALIGNMENT DETAILS - WGS84 Lo19°
BCC1
HPI 2
ECC1
32000
32100
32182.770
32182.770
32182.770
32200
32300
32400
32500
32600
32700
32800
32900
33000
21609.019
21560.205
21519.802
21519.802
21519.802
21511.411
21462.713
21414.014
21365.315
21316.617
21267.918
21219.219
21170.520
21121.822
3641840.058
3641752.781
3641680.542
3641680.542
3641680.542
3641665.493
3641578.153
3641490.812
3641403.471
3641316.130
3641228.789
3641141.448
3641054.107
3640966.766
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
PROPOSED ROAD RESERVE
POINT
K32-LN1 21394.912 3641419.128
K32-LN2 21385.351 3641359.717
K32-LN3 21343.690 3641284.998
K32-LN4 21298.000 3641245.480
K32-LN5 21242.712 3641146.273
K32-LN6 21237.604 3641131.557
K32-LN7 21211.172 3641084.151
K32-LN8 21201.047 3641071.510
K32-LN9 21185.811 3641044.171
K32-LN10 21176.269 3641016.684
2.0% 2.0%
1
:
1
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 : 120km/h
VERTICAL DESIGN SPEED : 100km/h
POSTED SPEED (Road Signs & Road Markings) : 120km/h
ED
GE
O
F
SU
RF
AC
IN
G
PIEKENIERSKLOOF PASS
PIKETBERG
EDGE OF SURFACING
SV
32
65
0?
?
SV
32
76
0?
?
SV
32
90
0
CULVERT No. C10200
SV32123
1x2.64x1.22m CULVERT
SKEW=219.491°
CULVERT No. C001
SV32716
1x2.44x1.9m CULVERT
SKEW=269.673°
CULVERT No. CL9033
SV32978
1x2.5x1.5m CULVERT
SKEW=295.189°
SV32504
1x900 Ø CULVERT
SKEW=268.442°
SV
32
88
0
3.7m
3.0m SURFACED SHOULDER
3.7m
3.0m SURFACED SHOULDER
SV
32
33
0
SV
32
63
0
SV
32
78
0
SV
32
88
0
> > > > > > >
> > > > > > >
SV 32 478
ENTRY REST
AREA
SV 32 478
EXIT REST
AREA
SV 32 672
EXIT REST
AREA
SV 32 672
ENTRY REST
AREA
CURVE No
1 0.00
TRANS IN (m)
0.00
TRANS OUT (m)
0.00
TAN. IN (m)
0.00
TAN. OUT (m)
0.00
ANGLE
N7/3 CURVE DETAILS
0°04'32"
RADIUS (m)
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
PROPOSED ROAD RESERVE
POINT
K32-RN1 21327.175 3641394.285
K32-RN2 21318.119 3641383.989
K32-RN3 21284.543 3641322.564
K32-RN4 21281.395 3641312.166
REFER TO ROAD MARKING AND ROAD SIGNS
DRAWINGS FOR DETAILS ON ROAD MARKING
AND ROAD SIGNS.
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.007-030-2020/2
N7
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)\4398 N
7 P
iketberg to P
iekenierskloof P
ass (D
M)\07-D
raw
ing\R
oads\W
OR
KIN
G\4398-10-15 Layout-Long sv31-sv37 sht 1-6.dw
g
2019-07-24 B
randc1
50 mm 0 mm 50 mm 100 mm
FOR TENDER
PURPOSES ONLY
PRELIMINARY
DRAWINGS
THE IMPROVEMENT OF NATIONAL ROUTE 7, SECTION 3, BETWEEN
PIKETBERG (km 31.53) AND PIEKENIERSKLOOF PASS (km 65.30)
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
DM MURPHY
950446
DRAFT
FINAL DESIGN
3 3
32 000 33 000
ROADS - LAYOUTS
4398-11
V1
GENERAL ARRANGEMENT AND LONG-SECTION
ROUTE 7, SECTION 3 : SV 32 000 SV 33 000
1:1000 2 35
V1 28/06/2019 ORIGINAL VERSION DM MURPHY
DM MURPHY
950446
28/06/2019
PIKETBERG
PIEKENIERSKLOOF PASS
11
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
SURVEY CONTROL POINTS
POINT
Z
W KRÜGEL
20045180 (CANDIDATE ENGINEER)
C BRAND
GROOTE FONTEIN 241
REM
SG_190_1833_CT
GROOTE FONTEIN 241
REM
SG_190_1833_CT
DEEZEHOEK 150
REM PTN 2
SG_1509_1921_CT
DEEZEHOEK 150
REM PTN 3
SG_2264_1939_CT
DEEZEHOEK 150
REM PTN 3
SG_2264_1939_CT
GROOTE FONTEIN 241
PTN 35
SG_470_2012_WC
NRB109_17
131.016
NRB110_17
144.921
NRB111_17
161.251
NRB112_17
146.256
X
+
3
6
4
0
2
0
0
X
+
3
6
4
0
4
0
0
X
+
3
6
4
0
6
0
0
X
+
3
6
4
1
0
0
0
X
+
3
6
4
0
8
0
0
X
+
3
6
4
0
2
0
0
X
+
3
6
4
0
4
0
0
X
+
3
6
4
0
6
0
0
Y
+
2
0
6
0
0
Y
+
2
0
8
0
0
Y
+
2
1
0
0
0
Y
+
2
1
0
0
0
Y
+
2
1
2
0
0
Y
+
2
1
2
0
0
Y
+
2
0
8
0
0
K33-RE1
K33-RE2
K33-RE3K33-RE4
K33-LN1
K33-LN2
K33-LN3
K33-LN4
K33-LN5
K33-LN6
K33-LN8
K33-LN9
K33-LN10
K33-LN11
K33-RN1
K33-RN1 K33-RN1
K33-RN1
K
3
4
-R
N
1
K33-LN7
EXISTING 1x450 Ø PC
REPLACED BY 1x600Ø PC
CL9033
EXISTING 1x2.50x1.50m MAJOR
CULVERT TO BE EXTENDED
EXISTING 1x450 Ø PC
REPLACED BY 1x900 Ø PC
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
CU
T LIN
E
CU
T LIN
E
3310033200
33300 33400 33500 33600
33700
3380033900 BCC4: 33958.351
HPI 3: 33385.438HPI 4: 33587.744
33000
34000
>>
>
>
TYPE A
SIDE DRAIN
33
14
5
TYPE A
SIDE DRAIN
33
20
0
TYPE A
SIDE D
RAIN
34020
33
06
0
TYPE A
SIDE DRAIN
33
08
0
TYPE A
SIDE DRAIN
33
38
0
TYPE A
SIDE DRAIN
33
32
0
TYPE A
SIDE DRAIN
TYPE F
SIDE DRAIN
33
42
0
TYPE F
SIDE DRAIN
33
42
0
33
96
0
TYPE A
SIDE DRAIN
33
96
0
TYPE A
SIDE DRAIN
FARM
ACCESS
CAMP
ACCESS
CAMP
ACCESS
CAMP
ACCESS
SEE STANDARD DETAIL
DRAWING FOR FENCE
SETTING OUT AT ACCESS
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
PIKETBERG PIEKENIERSKLOOF PASS
900 mm PC
IL = 132.779 m
138
Datum 128.0
148
Datum 138.0
Direction
209°08'34"
Curve 2 Left
Radius=0m
I= 0°00'47"
33385
Direction
209°09'21"
Curve 3 Left
Radius=0m
I= 0°06'53"
33588
Direction
209°16'14"
33958
B.C
.C
.
Curve 4 Left
Radius=1600m
I= 13°28'43"
566m VC
K=81
E.V
.C
33280
B.V
.C
33361
621m VC
K=64
HIG
H: 152.884
Ch 33693.363
E.V
.C
33982
5.223 %
33671.737 160.422
-4.542 %
34000.000124.908
-2.0
-2.0-2.0
-2.0
-2.0-2.0
-2.0
-2.0-2.0
-2.0
-2.0-2.0
-2.0
-4.8
4.8
33
00
0
33
02
0
33
04
0
33
06
0
33
08
0
33
10
0
33
12
0
33
14
0
33
16
0
33
18
0
33
20
0
33
22
0
33
24
0
33
26
0
33
28
0
33
30
0
33
32
0
33
34
0
33
36
0
33
38
0
33
40
0
33
42
0
33
44
0
33
46
0
33
48
0
33
50
0
33
52
0
33
54
0
33
56
0
33
58
0
33
60
0
33
62
0
33
64
0
33
66
0
33
68
0
33
70
0
33
72
0
33
74
0
33
76
0
33
78
0
33
80
0
33
82
0
33
84
0
33
86
0
33
88
0
33
90
0
33
92
0
33
94
0
33
96
0
33
98
0
34
00
0
12
9.9
11
13
0.2
95
13
0.7
12
13
1.1
75
13
1.7
22
13
2.3
21
13
2.9
40
13
3.5
95
13
4.3
30
13
5.0
88
13
5.8
98
13
6.7
36
13
7.6
32
13
8.6
29
13
9.6
54
14
0.6
92
14
1.7
59
14
2.7
69
14
3.8
22
14
4.8
76
14
5.8
12
14
6.6
80
14
7.5
16
14
8.2
81
14
8.9
81
14
9.6
65
15
0.2
34
15
0.7
59
15
1.2
26
15
1.5
98
15
1.9
28
15
2.2
15
15
2.4
27
15
2.5
39
15
2.6
12
15
2.6
23
15
2.5
68
15
2.4
54
15
2.2
62
15
2.0
25
15
1.7
17
15
1.3
36
15
0.9
27
15
0.4
33
14
9.8
76
14
9.2
60
14
8.5
75
14
7.8
21
14
7.0
25
14
6.1
64
14
5.2
55
-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
-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
.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
13
0.0
31
13
0.4
10
13
0.8
39
13
1.3
16
13
1.8
43
13
2.4
20
13
3.0
45
13
3.7
20
13
4.4
45
13
5.2
19
13
6.0
36
13
6.9
03
13
7.8
19
13
8.7
84
13
9.7
99
14
0.8
43
14
1.8
88
14
2.9
32
14
3.9
77
14
4.9
94
14
5.9
49
14
6.8
41
14
7.6
70
14
8.4
36
14
9.1
39
14
9.7
79
15
0.3
56
15
0.8
70
15
1.3
21
15
1.7
09
15
2.0
35
15
2.2
97
15
2.4
96
15
2.6
33
15
2.7
06
15
2.7
17
15
2.6
65
15
2.5
49
15
2.3
71
15
2.1
30
15
1.8
26
15
1.4
59
15
1.0
29
15
0.5
36
14
9.9
80
14
9.3
61
14
8.6
79
14
7.9
33
14
7.0
37
14
6.0
44
14
5.1
18
13
0.1
65
13
0.5
44
13
0.9
73
13
1.4
50
13
1.9
77
13
2.5
54
13
3.1
79
13
3.8
54
13
4.5
79
13
5.3
53
13
6.1
76
13
7.0
49
13
7.9
71
13
8.9
42
13
9.9
63
14
1.0
07
14
2.0
52
14
3.0
96
14
4.1
41
14
5.1
58
14
6.1
13
14
7.0
05
14
7.8
34
14
8.6
00
14
9.3
03
14
9.9
43
15
0.5
20
15
1.0
34
15
1.4
85
15
1.8
73
15
2.1
99
15
2.4
61
15
2.6
60
15
2.7
97
15
2.8
70
15
2.8
81
15
2.8
29
15
2.7
13
15
2.5
35
15
2.2
94
15
1.9
90
15
1.6
23
15
1.1
93
15
0.7
00
15
0.1
44
14
9.5
25
14
8.8
43
14
8.0
98
14
7.2
91
14
6.4
20
14
5.5
12
13
0.0
31
13
0.4
10
13
0.8
39
13
1.3
16
13
1.8
43
13
2.4
20
13
3.0
45
13
3.7
20
13
4.4
45
13
5.2
19
13
6.0
42
13
6.9
15
13
7.8
37
13
8.8
08
13
9.8
29
14
0.8
73
14
1.9
18
14
2.9
59
14
4.0
01
14
5.0
15
14
5.9
67
14
6.8
56
14
7.6
82
14
8.4
45
14
9.1
45
14
9.7
82
15
0.3
56
15
0.8
70
15
1.3
21
15
1.7
09
15
2.0
35
15
2.2
97
15
2.4
96
15
2.6
33
15
2.7
06
15
2.7
17
15
2.6
65
15
2.5
49
15
2.3
71
15
2.1
30
15
1.8
26
15
1.4
59
15
1.0
29
15
0.5
36
14
9.9
80
14
9.3
78
14
8.8
19
14
8.2
13
14
7.5
45
14
6.7
96
14
5.9
06
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
6.8
5
7.0
0
7.1
5
7.3
0
7.4
5
7.6
0
7.7
5
7.9
0
8.0
5
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
160.422
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. 4398-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, STORED 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 WOOD STRAINING POSTS AND DROPPERS
AND STEEL STANDARDS.
9. REFER TO 20m INTERVAL CROSS SECTIONS FOR LANDSCAPING AND
FURTHER DRAINAGE DETAILS.
10. ALL ROADMARKING AS PER SARTSM AND STANDARD DRAWINGS.
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
PROPOSED ROAD
WIDENING
FARM / MAJOR ACCESS
CULVERT AND
DIRECTION OF FLOW
RESHAPE EXISTING
SIDE DRAIN
> >
OPEN EARTH V-DRAIN
LINED / UNLINED
CUT-OFF DRAIN
TYPE A SIDE DRAIN
& DOWN CHUTE
TYPE F SIDE DRAIN
& DOWN CHUTE
NEW GUARDRAIL
TYPE A DRAIN WITH
INLET AND DOWNPIPE
V V
V SHAPED TOE DRAIN
31000
32000
33000
3
4
0
0
0
35000
3
6
0
0
0
3
7
0
0
0
SH
EE
T 1
OF
35
SH
EE
T 2
OF
35
SH
EE
T 3
OF
35
S
H
E
E
T
5
O
F
3
5
S
H
E
E
T
6
O
F
3
5
KEY PLAN
N.T.S.
S
H
E
E
T
4
O
F
3
5
NRB108_17 21245.510 3641153.940 128.761
NRB109_17 21089.750 3640875.300 131.016
NRB110_17 20940.180 3640613.090 144.921
NRB111_17 20798.910 3640342.770 161.251
NRB112_17 20658.070 3640113.770 146.256
NRB113_17 20531.320 3639805.780 133.993
POINT SV Y-Coord X-Coord
N7/3 ALIGNMENT DETAILS - WGS84 Lo19°
BCC2
HPI 3
ECC2
BCC3
HPI 4
ECC3
BCC4
33000
33100
33200
33300
33385.438
33385.438
33385.438
33400
33500
33587.744
33587.744
33587.744
33600
33700
33800
33900
33958.351
34000
21121.822
21073.123
21024.424
20975.725
20934.118
20934.118
20934.118
20927.023
20878.305
20835.557
20835.557
20835.557
20829.565
20780.672
20731.778
20682.885
20654.355
20634.467
3640966.766
3640879.425
3640792.084
3640704.744
3640630.121
3640630.121
3640630.121
3640617.404
3640530.074
3640453.448
3640453.448
3640453.448
3640442.756
3640355.524
3640268.292
3640181.060
3640130.159
3640093.567
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
PROPOSED ROAD RESERVE
POINT
K33-LN1 21126.647 3640927.686
K33-LN2 21108.399 3640905.266
K33-LN3 21076.779 3640848.527
K33-LN4 21042.929 3640787.819
K33-LN5 21029.834 3640750.094
K33-LN6 20971.847 3640646.094
K33-LN7 20946.639 3640615.124
K33-LN8 20926.120 3640578.323
K33-LN9 20852.147 3640413.285
K33-LN10 20773.762 3640273.435
K33-LN11 20683.975 3640141.666
2.0% 2.0%
1
:
1
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 : 120km/h
VERTICAL DESIGN SPEED : 100km/h
POSTED SPEED (Road Signs & Road Markings) : 120km/h
ED
GE
O
F
SU
RF
AC
IN
G
CURVE No TRANS IN (m) TRANS OUT (m) TAN. IN (m) TAN. OUT (m) ANGLE
N7/3 CURVE DETAILS
2
3
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0°00'47"
0°06'53"
RADIUS (m)
PIEKENIERSKLOOF PASS
PIKETBERG
SV 33 142
CAMP
ACCESS
SV 33 989
CAMP
ACCESS
SV 33 131
CAMP
ACCESS
> >
EDGE OF SURFACING
SV
33
38
0
SV
33
20
0
SV
33
28
0
EN
D O
F
TA
PE
R
SV
33
52
0
ST
AR
T O
F
TA
PE
R
SV
33
14
5
SV33231
1x900 Ø CULVERT
SKEW=322.67°
SV
33
06
0
SV
33
08
0
SV
33
32
0
EN
D O
F
TA
PE
R
3.5m
3.7m
1.0m SURFACED SHOULDER
3.7m
1.0m SURFACED SHOULDER
3.5m
SV
33
20
0
ST
AR
T O
F
TA
PE
R
SV
33
25
0
SV
34
10
0
SV
33
42
0S
V3
34
20
SV
33
42
0S
V3
39
60
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
EXISTING ROAD RESERVE
POINT
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
PROPOSED ROAD RESERVE
POINT
K33-RE1 21050.807 3640898.546
K33-RE2 21036.021 3640855.994
K33-RE3 20859.017 3640538.656
K33-RE4 20651.862 3640167.504
K33-RN1 20802.342 3640448.718
K33-RN2 20776.755 3640417.423
K33-RN3 20700.350 3640281.107
K33-RN4 20683.756 3640233.642
REFER TO ROAD MARKING AND ROAD SIGNS
DRAWINGS FOR DETAILS ON ROAD MARKING
AND ROAD SIGNS.
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.007-030-2020/2
N7
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)\4398 N
7 P
iketberg to P
iekenierskloof P
ass (D
M)\07-D
raw
ing\R
oads\W
OR
KIN
G\4398-10-15 Layout-Long sv31-sv37 sht 1-6.dw
g
2019-07-24 B
randc1
50 mm 0 mm 50 mm 100 mm
FOR TENDER
PURPOSES ONLY
PRELIMINARY
DRAWINGS
THE IMPROVEMENT OF NATIONAL ROUTE 7, SECTION 3, BETWEEN
PIKETBERG (km 31.53) AND PIEKENIERSKLOOF PASS (km 65.30)
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
DM MURPHY
950446
DRAFT
FINAL DESIGN
3 3
33 000 34 000
ROADS - LAYOUTS
4398-12
V1
GENERAL ARRANGEMENT AND LONG-SECTION
ROUTE 7, SECTION 3 : SV 33 000 SV 34 000
1:1000 3 35
V1 28/06/2019 ORIGINAL VERSION DM MURPHY
DM MURPHY
950446
28/06/2019
PIKETBERG
PIEKENIERSKLOOF PASS
12
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
SURVEY CONTROL POINTS
POINT
Z
W KRÜGEL
20045180 (CANDIDATE ENGINEER)
C BRAND
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
PIKETBERG
PIEKENIERSKLOOF PASS
141
Datum 131.0
147
Datum 137.0
Curve 4 Left
Radius=1600m
I= 13°28'43"
34335
E.C
.C
.
Direction
195°47'31"
34851
B.C
.C
.
Curve 5 Right
Radius=902m
I= 56°00'01"
B.V
.C
34045
818m VC
K=88
LO
W: 134.456
Ch 34442.231
E.V
.C
34863
-4.542 %
34453.625 124.908
4.802 %
35000.000167.679
-4.8
-2.0
7.1
4.8
-7.1
34
00
0
34
02
0
34
04
0
34
06
0
34
08
0
34
10
0
34
12
0
34
14
0
34
16
0
34
18
0
34
20
0
34
22
0
34
24
0
34
26
0
34
28
0
34
30
0
34
32
0
34
34
0
34
36
0
34
38
0
34
40
0
34
42
0
34
44
0
34
46
0
34
48
0
34
50
0
34
52
0
34
54
0
34
56
0
34
58
0
34
60
0
34
62
0
34
64
0
34
66
0
34
68
0
34
70
0
34
72
0
34
74
0
34
76
0
34
78
0
34
80
0
34
82
0
34
84
0
34
86
0
34
88
0
34
90
0
34
92
0
34
94
0
34
96
0
34
98
0
35
00
0
14
5.2
55
14
4.3
16
14
3.3
54
14
2.4
72
14
1.6
02
14
0.8
10
14
0.0
11
13
9.3
13
13
8.6
41
13
8.0
39
13
7.4
78
13
6.9
44
13
6.4
69
13
6.0
29
13
5.6
35
13
5.3
14
13
5.0
07
13
4.7
69
13
4.5
81
13
4.4
15
13
4.3
12
13
4.2
25
13
4.1
98
13
4.2
21
13
4.2
80
13
4.3
88
13
4.5
34
13
4.7
37
13
4.9
62
13
5.2
65
13
5.5
71
13
5.9
60
13
6.3
99
13
6.8
60
13
7.3
88
13
7.9
49
13
8.5
60
13
9.2
22
13
9.8
85
14
0.6
45
14
1.4
69
14
2.3
28
14
3.2
47
14
4.1
95
14
5.1
55
14
6.1
51
14
7.0
95
14
8.0
51
14
9.0
19
14
9.9
59
15
0.9
22
-8
.2
0
-8
.1
3
-7
.9
7
-7
.8
2
-7
.6
8
-7
.5
3
-7
.3
8
-7
.2
2
-7
.0
7
-6
.9
3
-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
-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
.8
5
-7
.1
5
-7
.4
5
-7
.7
5
-8
.0
5
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
14
5.1
18
14
4.2
14
14
3.3
12
14
2.4
25
14
1.5
82
14
0.7
84
14
0.0
32
13
9.3
26
13
8.6
66
13
8.0
51
13
7.4
82
13
6.9
55
13
6.4
70
13
6.0
31
13
5.6
38
13
5.2
90
13
5.0
02
13
4.8
45
13
4.7
07
13
4.5
43
13
4.4
24
13
4.3
50
13
4.3
22
13
4.3
40
13
4.4
03
13
4.5
13
13
4.6
67
13
4.8
68
13
5.1
14
13
5.4
06
13
5.7
44
13
6.1
27
13
6.5
56
13
7.0
30
13
7.5
51
13
8.1
17
13
8.7
29
13
9.3
86
14
0.0
89
14
0.8
53
14
1.7
54
14
2.7
24
14
3.7
50
14
4.8
33
14
5.9
37
14
6.9
27
14
7.8
87
14
8.8
48
14
9.8
08
15
0.7
69
15
1.7
29
14
5.5
12
14
4.6
04
14
3.6
95
14
2.8
00
14
1.9
50
14
1.1
45
14
0.3
86
13
9.6
73
13
9.0
05
13
8.3
83
13
7.8
07
13
7.2
77
13
6.7
92
13
6.3
53
13
5.9
59
13
5.6
11
13
5.3
09
13
5.0
53
13
4.8
42
13
4.6
77
13
4.5
58
13
4.4
84
13
4.4
56
13
4.4
74
13
4.5
37
13
4.6
47
13
4.8
01
13
5.0
02
13
5.2
48
13
5.5
40
13
5.8
78
13
6.2
61
13
6.6
90
13
7.1
64
13
7.6
85
13
8.2
51
13
8.8
63
13
9.5
20
14
0.2
23
14
0.9
72
14
1.7
66
14
2.6
07
14
3.4
93
14
4.4
24
14
5.3
84
14
6.3
45
14
7.3
05
14
8.2
66
14
9.2
26
15
0.1
87
15
1.1
47
14
5.9
06
14
4.9
83
14
4.0
60
14
3.1
51
14
2.2
86
14
1.4
67
14
0.7
08
13
9.9
95
13
9.3
27
13
8.7
05
13
8.1
29
13
7.5
98
13
7.1
13
13
6.6
74
13
6.2
81
13
5.9
33
13
5.6
17
13
5.2
61
13
4.9
36
13
4.6
57
13
4.4
38
13
4.3
50
13
4.3
22
13
4.3
40
13
4.4
03
13
4.5
13
13
4.6
67
13
4.8
68
13
5.1
14
13
5.4
06
13
5.7
44
13
6.1
27
13
6.5
56
13
7.0
30
13
7.5
51
13
8.1
17
13
8.7
29
13
9.3
86
14
0.0
89
14
0.8
38
14
1.6
32
14
2.4
67
14
3.2
61
14
4.0
70
14
4.9
19
14
5.8
53
14
6.8
03
14
7.7
53
14
8.7
02
14
9.6
52
15
0.6
02
8.2
0
7.9
0
7.6
0
7.3
0
7.0
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
8
6.9
3
7.0
7
7.2
2
7.3
8
7.5
3
7.6
8
C10201
4500x4570 mm CULVERT
IL = 128.338 m
C10202
3050x2400 mm CULVERT
IL = 128.112 m
600 mm PC
IL = 131.105 m
139
Datum 125.0
124.908
DEEZEHOEK 150
REM PTN 3
SG_2264_1939_CT
DEEZEHOEK 150
REM PTN 3
SG_2264_1939_CT
NRB113_17
133.993
NRB114_17
133.503
NRB115_17
143.101
NRB112_17
146.256
Y
+
2
0
4
0
0
Y
+
2
0
4
0
0
Y
+
2
0
6
0
0
Y
+
2
0
6
0
0
X
+
3
6
3
9
2
0
0
X
+
3
6
3
9
4
0
0
X
+
3
6
3
9
6
0
0
X
+
3
6
3
9
8
0
0
X
+
3
6
4
0
0
0
0
X
+
3
6
3
9
2
0
0
X
+
3
6
4
0
0
0
0
X
+
3
6
3
9
4
0
0
X
+
3
6
3
9
6
0
0
X
+
3
6
3
9
8
0
0
Y
+
2
0
2
0
0
Y
+
2
0
2
0
0
K34-RE1
K34-LN1
K34-LN2K34-LN3
K34-LN4
K34-LN5
K
3
5
-
L
N
1
K34-RN1
K34-RN2
K34-RN3
K34-RN4
K34-RN5
K34-RN6
K34-RN7
C10201
EXISTING 1x4.50x4.57m MAJOR
CULVERT TO BE EXTENDED
C10202
EXISTING 1x3.05x2.40m MAJOR
CULVERT TO BE EXTENDEDEXISTING 1x600 Ø PC
TO BE EXTENDED
EXISTING 1x450 Ø PC
REPLACED BY 1x900 Ø PC
C10201
EXISTING 1x4.50x4.57m MAJOR
CULVERT TO BE EXTENDED
C10202
EXISTING 1x3.05x2.40m MAJOR
CULVERT TO BE EXTENDED
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
CONCRETE LINED
FARM ACCESS
C
U
T
L
IN
E
C
U
T
L
IN
E
B
C
C
4
: 3
3
9
5
8
.3
5
1
34100
34200
34300
ECC4: 34334.742 34400 34500 34600 34700
34800
BCC5: 34850.672
34900
3
4
0
0
0
3
5
0
0
0
>
>
>
>
>
T
Y
P
E
A
S
ID
E
D
R
A
IN
3
4
0
2
0
TYPE A
SIDE DRAIN
34
52
0
TYPE A
SIDE DRAIN
34
50
0
34300
TYPE A
SIDE DRAIN
34
84
0
TYPE A
SIDE DRAIN
3
3
9
6
0
3
3
9
6
0
T
Y
P
E
A
S
ID
E
D
R
A
IN
OPEN EARTH
V-DRAIN
34
33
0
O
PE
N E
AR
TH
V-D
RA
IN
34950
34
49
0
OPEN EARTH
V-DRAIN
3
5
0
2
0
O
P
E
N
E
A
R
T
H
V
-D
R
A
IN
F
A
R
M
A
C
C
E
S
S
CAMP
ACCESS
C
A
M
P
A
C
C
E
S
S
CAMP
ACCESS
CA
MP
AC
CE
SS
SEE STANDARD DETAIL
DRAWING FOR FENCE
SETTING OUT AT ACCESS
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. 4398-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, STORED 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 WOOD STRAINING POSTS AND DROPPERS
AND STEEL STANDARDS.
9. REFER TO 20m INTERVAL CROSS SECTIONS FOR LANDSCAPING AND
FURTHER DRAINAGE DETAILS.
10. ALL ROADMARKING AS PER SARTSM AND STANDARD DRAWINGS.
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
PROPOSED ROAD
WIDENING
FARM / MAJOR ACCESS
CULVERT AND
DIRECTION OF FLOW
RESHAPE EXISTING
SIDE DRAIN
> >
OPEN EARTH V-DRAIN
LINED / UNLINED
CUT-OFF DRAIN
TYPE A SIDE DRAIN
& DOWN CHUTE
TYPE F SIDE DRAIN
& DOWN CHUTE
NEW GUARDRAIL
TYPE A DRAIN WITH
INLET AND DOWNPIPE
V V
V SHAPED TOE DRAIN
31000
32000
33000
3
4
0
0
0
35000
3
6
0
0
0
3
7
0
0
0
SH
EE
T 1
OF
35
SH
EE
T 2
OF
35
SH
EE
T 3
OF
35
S
H
E
E
T
5
O
F
3
5
S
H
E
E
T
6
O
F
3
5
KEY PLAN
N.T.S.
S
H
E
E
T
4
O
F
3
5
NRB112_17 20658.070 3640113.770 146.256
NRB113_17 20531.320 3639805.780 133.993
NRB114_17 20474.870 3639614.020 133.503
NRB115_17 20347.430 3639269.210 143.101
NRB116_17 20276.250 3639038.240 155.841
POINT SV Y-Coord X-Coord
N7/3 ALIGNMENT DETAILS - WGS84 Lo19°
BCC4
HPI 5
ECC4
BCC5
33958.351
34000
34100
34146.546
34200
34300
34334.742
34400
34500
34600
34700
34800
34850.672
34900
35000
20654.355
20634.467
20590.655
20561.914
20552.542
20520.277
20510.460
20492.700
20465.486
20438.271
20411.057
20383.842
20370.052
20355.337
20317.732
3640130.159
3640093.567
3640003.693
3639965.231
3639911.259
3639816.624
3639783.299
3639720.504
3639624.279
3639528.053
3639431.827
3639335.602
3639286.842
3639239.766
3639147.162
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
PROPOSED ROAD RESERVE
POINT
K34-LN1 20596.084 3639923.603
K34-LN2 20557.185 3639861.235
K34-LN3 20448.527 3639477.041
K34-LN4 20426.465 3639361.296
K34-LN5 20411.269 3639303.322
2.0% 2.0%
1
:
1
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 : 120km/h
VERTICAL DESIGN SPEED : 100km/h
POSTED SPEED (Road Signs & Road Markings) : 120km/h
ED
GE
O
F
SU
RF
AC
IN
G
PIEKENIERSKLOOF PASS
PIKETBERG
SV 34 333
CAMP
ACCESS
SV 34 910
CAMP
ACCESS
SV 34 333
CAMP
ACCESS
>
EDGE OF SURFACING
SV
34
79
0
ST
AR
T O
F
TA
PE
R
SV
34
89
0
EN
D O
F
TA
PE
R
SV
34
10
0
ST
AR
T O
F
TA
PE
R
>>
SV
34
32
0
CULVERT No. C10201
SV34148
1x4.5x4.57m CULVERT
SKEW=75.931°
SV34659
1x600 Ø CULVERT
SKEW=290.404°
CULVERT No. C10202
SV34754
1x3.05x2.4m CULVERT
SKEW=287.386°
SV
34
30
0
SV
34
50
0
SV
34
84
0
SV
34
52
0
SV 34 010
FARM
ACCESS
SV
34
87
0
EN
D O
F
TA
PE
R
SV
34
04
0
3.7m
3.0m SURFACED SHOULDER
3.7m
3.0m SURFACED SHOULDER
SV
34
10
0
EN
D O
F
TA
PE
R
SV
34
02
0
SV
34
01
0
ST
AR
T O
F
TA
PE
R
SV
34
28
0
SV
34
21
0
EN
D O
F
TA
PE
R
SV
34
80
0
>
>
>
SV
34
33
0
SV
34
49
0
CONCRETE LINED
CAMP ACCESS
SV
34
95
0
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
EXISTING ROAD RESERVE
POINT
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
PROPOSED ROAD RESERVE
POINT
K34-RN1 20610.585 3640087.908
K34-RN2 20517.916 3639961.142
K34-RN3 20504.644 3639870.046
K34-RN4 20492.180 3639784.498
K34-RN5 20396.536 3639465.146
K34-RN6 20370.906 3639412.109
K34-RN7 20301.880 3639168.045
K34-RE1 20445.311 3639618.847
CURVE No TRANS IN (m) TRANS OUT (m) TAN. IN (m) TAN. OUT (m) ANGLE
N7/3 CURVE DETAILS
4 1600.00 0.00 0.00 189.07 189.07
5 902.00 0.00 0.00 479.60 479.60
13°28'43"
56°00'01"
RADIUS (m)
REFER TO ROAD MARKING AND ROAD SIGNS
DRAWINGS FOR DETAILS ON ROAD MARKING
AND ROAD SIGNS.
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.007-030-2020/2
N7
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)\4398 N
7 P
iketberg to P
iekenierskloof P
ass (D
M)\07-D
raw
ing\R
oads\W
OR
KIN
G\4398-10-15 Layout-Long sv31-sv37 sht 1-6.dw
g
2019-07-24 B
randc1
50 mm 0 mm 50 mm 100 mm
FOR TENDER
PURPOSES ONLY
PRELIMINARY
DRAWINGS
THE IMPROVEMENT OF NATIONAL ROUTE 7, SECTION 3, BETWEEN
PIKETBERG (km 31.53) AND PIEKENIERSKLOOF PASS (km 65.30)
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
DM MURPHY
950446
DRAFT
FINAL DESIGN
3 3
34 000 35 000
ROADS - LAYOUTS
4398-13
V1
GENERAL ARRANGEMENT AND LONG-SECTION
ROUTE 7, SECTION 3 : SV 34 000 SV 35 000
1:1000 4 35
V1 28/06/2019 ORIGINAL VERSION DM MURPHY
DM MURPHY
950446
28 / 06 / 2019
13
P
IK
E
T
B
E
R
G
P
IE
K
E
N
IE
R
S
K
L
O
O
F
P
A
S
S
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
SURVEY CONTROL POINTS
POINT
Z
W KRÜGEL
20045180 (CANDIDATE ENGINEER)
C BRAND
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
PIKETBERG PIEKENIERSKLOOF PASS
900 mm PC
IL = 148.972 m
156
Datum 146.0
146
Datum 136.0
Curve 5 Right
Radius=902m
I= 56°00'01"
35732
E.C
.C
.
Direction
251°47'32"
B.V
.C
35027
635m VC
K=64
HIG
H: 159.818
Ch 35334.329
E.V
.C
35662
B.V
.C
35787
404m VC
K=52
4.802 %
35344.246 167.679
-5.112 %
35988.406 134.749
2.578 %
36000.0147.422
7.1
-2.0
-7.1
35
00
0
35
02
0
35
04
0
35
06
0
35
08
0
35
10
0
35
12
0
35
14
0
35
16
0
35
18
0
35
20
0
35
22
0
35
24
0
35
26
0
35
28
0
35
30
0
35
32
0
35
34
0
35
36
0
35
38
0
35
40
0
35
42
0
35
44
0
35
46
0
35
48
0
35
50
0
35
52
0
35
54
0
35
56
0
35
58
0
35
60
0
35
62
0
35
64
0
35
66
0
35
68
0
35
70
0
35
72
0
35
74
0
35
76
0
35
78
0
35
80
0
35
82
0
35
84
0
35
86
0
35
88
0
35
90
0
35
92
0
35
94
0
35
96
0
35
98
0
36
00
0
15
0.9
22
15
1.8
79
15
2.8
24
15
3.6
95
15
4.5
07
15
5.2
78
15
5.9
77
15
6.6
10
15
7.2
11
15
7.7
09
15
8.1
74
15
8.5
61
15
8.8
88
15
9.1
53
15
9.3
55
15
9.4
99
15
9.5
63
15
9.5
90
15
9.5
33
15
9.4
13
15
9.2
33
15
9.0
38
15
8.7
40
15
8.3
83
15
7.9
53
15
7.4
69
15
6.9
01
15
6.2
81
15
5.5
83
15
4.8
42
15
4.0
61
15
3.2
08
15
2.2
97
15
1.2
95
15
0.3
03
14
9.2
97
14
8.2
62
14
7.2
25
14
6.2
04
14
5.1
60
14
4.1
61
14
3.2
22
14
2.3
61
14
1.5
84
14
0.8
82
14
0.2
60
13
9.6
96
13
9.2
29
13
8.8
25
13
8.5
03
13
8.2
59
-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
.0
5
-7
.9
0
-7
.7
5
-7
.6
0
-7
.4
5
-7
.3
0
-7
.1
5
-7
.0
0
-6
.8
5
-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
15
1.7
29
15
2.6
90
15
3.6
36
15
4.5
24
15
5.3
50
15
6.1
13
15
6.8
13
15
7.4
52
15
8.0
27
15
8.5
40
15
8.9
91
15
9.3
79
15
9.7
05
15
9.9
68
16
0.1
69
16
0.3
08
16
0.3
84
16
0.3
97
16
0.3
48
16
0.2
37
16
0.0
63
15
9.8
27
15
9.5
28
15
9.1
67
15
8.7
43
15
8.2
57
15
7.7
08
15
7.0
97
15
6.4
24
15
5.6
88
15
4.8
79
15
4.0
07
15
3.0
73
15
2.0
77
15
1.0
44
14
9.9
94
14
8.8
48
14
7.6
90
14
6.5
38
14
5.3
91
14
4.2
79
14
3.3
30
14
2.4
73
14
1.6
92
14
0.9
88
14
0.3
59
13
9.8
07
13
9.3
31
13
8.9
31
13
8.6
08
13
8.3
60
15
1.1
47
15
2.1
07
15
3.0
54
15
3.9
42
15
4.7
68
15
5.5
31
15
6.2
31
15
6.8
69
15
7.4
45
15
7.9
58
15
8.4
09
15
8.7
97
15
9.1
23
15
9.3
86
15
9.5
87
15
9.7
26
15
9.8
02
15
9.8
15
15
9.7
66
15
9.6
55
15
9.4
81
15
9.2
45
15
8.9
46
15
8.5
85
15
8.1
61
15
7.6
75
15
7.1
26
15
6.5
15
15
5.8
42
15
5.1
06
15
4.3
07
15
3.4
46
15
2.5
23
15
1.5
37
15
0.5
15
14
9.4
93
14
8.4
70
14
7.4
48
14
6.4
25
14
5.4
03
14
4.3
98
14
3.4
64
14
2.6
07
14
1.8
26
14
1.1
22
14
0.4
93
13
9.9
41
13
9.4
65
13
9.0
65
13
8.7
42
13
8.4
94
15
0.6
02
15
1.5
52
15
2.4
88
15
3.3
65
15
4.1
85
15
4.9
48
15
5.6
49
15
6.2
87
15
6.8
63
15
7.3
76
15
7.8
27
15
8.2
15
15
8.5
41
15
8.8
04
15
9.0
05
15
9.1
43
15
9.2
19
15
9.2
33
15
9.1
84
15
9.0
73
15
8.8
99
15
8.6
62
15
8.3
64
15
8.0
02
15
7.5
79
15
7.0
93
15
6.5
44
15
5.9
33
15
5.2
59
15
4.5
23
15
3.7
25
15
2.8
64
15
1.9
41
15
0.9
55
14
9.9
33
14
8.9
29
14
8.0
45
14
7.1
80
14
6.2
70
14
5.2
60
14
4.2
61
14
3.3
30
14
2.4
73
14
1.6
92
14
0.9
88
14
0.3
59
13
9.8
07
13
9.3
31
13
8.9
31
13
8.6
08
13
8.3
60
7.6
8
7.8
2
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
8.0
5
7.7
5
7.4
5
7.1
5
6.8
5
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
167.679
DEEZEHOEK 150
REM PTN 3
SG_2264_1939_CT
DEEZEHOEK 150
REM PTN 3
SG_2264_1939_CT
NRB116_17
155.841
NRB117_17
161.314
NRB118_17
143.681
Y
+
1
9
6
0
0
Y
+
1
9
6
0
0
Y
+
1
9
8
0
0
Y
+
2
0
0
0
0
Y
+
2
0
2
0
0
Y
+
2
0
4
0
0
Y
+
2
0
2
0
0
Y
+
2
0
0
0
0
X
+
3
6
3
8
6
0
0
X
+
3
6
3
8
8
0
0
X
+
3
6
3
9
0
0
0
X
+
3
6
3
9
2
0
0
X
+
3
6
3
9
0
0
0
X
+
3
6
3
8
8
0
0
X
+
3
6
3
8
6
0
0
Y
+
1
9
8
0
0
Y
+
2
0
4
0
0
K35-RE1
K35-LN1
K35-LN2
K35-LN3K35-LN4
K35-LN5
K35-LN6
K35-LN7
K35-LN8
K35-LN9
K35-LN10
K
3
6
-L
N
1
K
3
4
-
R
N
7
K35-RN1
K35-RN2
K35-RN3
K35-RN4
K35-RN5
K35-RN6
K35-RN7
C10203
EXISTING 1x3.33x2.185m
MAJOR CULVERT TO BE
EXTENDED
EXISTING 1x450 Ø
PC REPLACED BY
1x900 Ø PC
C10203
EXISTING 1x3.33x2.185m
MAJOR CULVERT TO BE
EXTENDED
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
EXISTING 1x600 Ø PC
EXISTING 1x600 Ø PC
EXISTING 1x600 Ø PC
C
U
T
L
I
N
E
C
U
T
L
IN
E
3
5
2
0
0
3
5
3
0
0
35400
35500
35600
3
5
7
0
0
E
C
C
5
: 3
5
7
3
2
.2
7
7
3
5
8
0
0
3
5
9
0
0
3
5
0
0
0
3
6
0
0
0
>
>
>
T
Y
P
E
A
S
ID
E
D
R
A
IN
3
5
9
1
0
T
Y
P
E
A
S
ID
E
D
R
A
IN
3
5
9
6
0
3
5
0
9
0
T
Y
P
E
A
S
I
D
E
D
R
A
I
N
T
Y
P
E
F
S
I
D
E
D
R
A
I
N
3
5
1
3
0
T
Y
P
E
F
S
I
D
E
D
R
A
I
N
3
5
1
0
0
35540
TY
PE
A
SID
E D
RA
IN
35470
TYPE A
SIDE DRAIN
3
5
9
1
0
3
5
0
2
0
O
P
E
N
E
A
R
T
H
V
-
D
R
A
I
N
3
5
9
4
0
O
P
E
N
E
A
R
T
H
V
-
D
R
A
IN
C
A
M
P
A
C
C
E
S
S
C
A
M
P
A
C
C
E
S
S
C
A
M
P
A
C
C
E
S
S
C
A
M
P
A
C
C
E
S
S
S
ID
E
D
R
A
IN
SEE STANDARD DETAIL
DRAWING FOR FENCE
SETTING OUT AT ACCESS
SEE STANDARD DETAIL
DRAWING FOR FENCE
SETTING OUT AT ACCESS
SEE STANDARD DETAIL
DRAWING FOR FENCE
SETTING OUT AT ACCESS
3
5
1
0
0
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. 4398-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, STORED 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 WOOD STRAINING POSTS AND DROPPERS
AND STEEL STANDARDS.
9. REFER TO 20m INTERVAL CROSS SECTIONS FOR LANDSCAPING AND
FURTHER DRAINAGE DETAILS.
10. ALL ROADMARKING AS PER SARTSM AND STANDARD DRAWINGS.
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
PROPOSED ROAD
WIDENING
FARM / MAJOR ACCESS
CULVERT AND
DIRECTION OF FLOW
RESHAPE EXISTING
SIDE DRAIN
> >
OPEN EARTH V-DRAIN
LINED / UNLINED
CUT-OFF DRAIN
TYPE A SIDE DRAIN
& DOWN CHUTE
TYPE F SIDE DRAIN
& DOWN CHUTE
NEW GUARDRAIL
TYPE A DRAIN WITH
INLET AND DOWNPIPE
V V
V SHAPED TOE DRAIN
31000
32000
33000
3
4
0
0
0
35000
3
6
0
0
0
3
7
0
0
0
SH
EE
T 1
OF
35
SH
EE
T 2
OF
35
SH
EE
T 3
OF
35
S
H
E
E
T
5
O
F
3
5
S
H
E
E
T
6
O
F
3
5
KEY PLAN
N.T.S.
S
H
E
E
T
4
O
F
3
5
NRB115_17 20347.430 3639269.210 143.101
NRB116_17 20276.250 3639038.240 155.841
NRB117_17 20043.590 3638793.020 161.314
NRB118_17 19740.450 3638647.050 143.681
NRB119_17 19460.860 3638555.320 137.378
POINT SV Y-Coord X-Coord
N7/3 ALIGNMENT DETAILS - WGS84 Lo19°
HPI 6
ECC5
35000
35100
35200
35291.474
35300
35400
35500
35600
35700
35732.277
35800
35900
36000
20317.732
20270.112
20213.061
20239.530
20147.282
20073.581
19992.862
19906.118
19814.413
19783.939
19719.607
19624.614
19529.621
3639147.162
3639059.286
3638977.219
3638825.339
3638901.967
3638834.455
3638775.512
3638725.861
3638686.112
3638675.480
3638654.319
3638623.073
3638591.826
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
PROPOSED ROAD RESERVE
POINT
K35-LN1 20337.419 3639124.429
K35-LN2 20291.312 3639041.735
K35-LN3 20141.373 3638848.123
K35-LN4 20010.947 3638759.802
K35-LN5 19893.800 3638699.332
K35-LN6 19839.986 3638675.783
K35-LN7 19820.935 3638668.442
K35-LN8 19752.896 3638649.128
K35-LN9 19620.450 3638603.730
K35-LN10 19591.774 3638594.896
2.0% 2.0%
1
:
1
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 : 120km/h
VERTICAL DESIGN SPEED : 100km/h
POSTED SPEED (Road Signs & Road Markings) : 120km/h
ED
GE
O
F
SU
RF
AC
IN
G
CURVE No TRANS IN (m) TRANS OUT (m) TAN. IN (m) TAN. OUT (m) ANGLE
N7/3 CURVE DETAILS
5 902.00 0.00 0.00 479.60 479.60 56°00'01"
RADIUS (m)
PIEKENIERSKLOOF PASS
PIKETBERG
SV 35 097
CAMP
ACCESS
> > > >
EDGE OF SURFACING
SV 35777
CAMP
ACCESS
SV 35 933
CAMP
ACCESS
SV
35
78
0
EN
D O
F
TA
PE
R
SV
35
58
0
ST
AR
T O
F
TA
PE
R
SV
35
81
0
ST
AR
T O
F
TA
PE
R
SV
35
71
0
EN
D O
F
TA
PE
R
SV35034
1x900 Ø CULVERT
SKEW=78.723°
SV 35 775
CAMP
ACCESS
SV
35
09
0
SV
35
91
0
SV
35
07
0
ST
AR
T O
F
TA
PE
R
SV
35
96
0
3.5m
3.7m
1.0m SURFACED SHOULDER
3.7m
1.0m SURFACED SHOULDER
3.5m
SV
35
85
0
SV
35
02
0
SV
35
10
0
SV
35
54
0
SV
35
13
0
SV
35
47
0
SV
35
13
0
SV
35
94
0
SV
35
91
0
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
EXISTING ROAD RESERVE
POINT
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
PROPOSED ROAD RESERVE
POINT
K35-RN1 20256.867 3639080.450
K35-RN2 20147.586 3638949.983
K35-RN3 20078.513 3638879.092
K35-RN4 20022.094 3638828.863
K35-RN5 19997.951 3638808.206
K35-RN6 19933.258 3638761.151
K35-RN7 19843.596 3638717.537
K35-RE1 19879.857 3638733.362
REFER TO ROAD MARKING AND ROAD SIGNS
DRAWINGS FOR DETAILS ON ROAD MARKING
AND ROAD SIGNS.
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.007-030-2020/2
N7
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)\4398 N
7 P
iketberg to P
iekenierskloof P
ass (D
M)\07-D
raw
ing\R
oads\W
OR
KIN
G\4398-10-15 Layout-Long sv31-sv37 sht 1-6.dw
g
2019-07-24 B
randc1
50 mm 0 mm 50 mm 100 mm
FOR TENDER
PURPOSES ONLY
PRELIMINARY
DRAWINGS
THE IMPROVEMENT OF NATIONAL ROUTE 7, SECTION 3, BETWEEN
PIKETBERG (km 31.53) AND PIEKENIERSKLOOF PASS (km 65.30)
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
DM MURPHY
950446
DRAFT
FINAL DESIGN
3 3
35 000 36 000
ROADS - LAYOUTS
4398-14
V1
GENERAL ARRANGEMENT AND LONG-SECTION
ROUTE 7, SECTION 3 : SV 35 000 SV 36 000
1:1000 5 35
V1 28/06/2019 ORIGINAL VERSION DM MURPHY
DM MURPHY
950446
28/06/2019
14
P
IE
K
E
N
IE
R
S
K
L
O
O
F
P
A
S
S
P
I
K
E
T
B
E
R
G
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
SURVEY CONTROL POINTS
POINT
Z
W KRÜGEL
20045180 (CANDIDATE ENGINEER)
C BRAND
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
PIKETBERG
600 mm PC
IL = 138.223 m
600 mm PC
IL = 147.124 m
PIEKENIERSKLOOF PASS
144
Datum 134.0
155
Datum 145.0
Direction
251°47'32"
36413
B.C
.C
.
Curve 6 Left
Radius=1691m
I= 13°44'25"
36819
E.C
.C
.
Direction
238°03'07"
404m VC
K=52
LO
W: 138.207
Ch 36054.905
E.V
.C
36190
36480
B.V
.C
36794
500m VC
K=63
HIG
H: 157.866
Ch 36959.755
2.578 %
36480.000 147.422
2.631 %
37000.000162.260
-2.0
-4.6
-2.0
4.6
36
00
0
36
02
0
36
04
0
36
06
0
36
08
0
36
10
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36
12
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24
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36
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32
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36
36
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40
0
36
42
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36
44
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36
48
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36
50
0
36
52
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36
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0
36
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36
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0
36
60
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36
62
0
36
64
0
36
66
0
36
68
0
36
70
0
36
72
0
36
74
0
36
76
0
36
78
0
36
80
0
36
82
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36
84
0
36
86
0
36
88
0
36
90
0
36
92
0
36
94
0
36
96
0
36
98
0
37
00
0
13
8.2
59
13
8.0
75
13
7.9
93
13
7.9
70
13
8.0
10
13
8.1
98
13
8.3
62
13
8.6
62
13
9.0
00
13
9.4
58
13
9.9
50
14
0.4
74
14
0.9
98
14
1.5
26
14
2.0
53
14
2.5
62
14
3.0
96
14
3.6
11
14
4.1
33
14
4.6
56
14
5.1
75
14
5.7
09
14
6.2
11
14
6.7
24
14
7.2
18
14
7.7
59
14
8.2
98
14
8.8
01
14
9.3
19
14
9.8
31
15
0.3
70
15
0.8
98
15
1.4
06
15
1.9
07
15
2.4
53
15
2.9
66
15
3.5
01
15
4.0
21
15
4.5
49
15
5.0
73
15
5.5
74
15
6.0
68
15
6.4
80
15
6.8
23
15
7.0
85
15
7.3
03
15
7.4
55
15
7.5
42
15
7.5
77
15
7.5
57
15
7.4
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
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0
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
-6
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0
-6
.7
0
-6
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0
-6
.7
0
-6
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0
-6
.7
0
-6
.7
0
-6
.7
0
-6
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0
-6
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0
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
13
8.3
60
13
8.1
89
13
8.0
94
13
8.0
76
13
8.1
33
13
8.2
67
13
8.4
77
13
8.7
63
13
9.1
25
13
9.5
64
14
0.0
70
14
0.5
85
14
1.1
01
14
1.6
17
14
2.1
32
14
2.6
48
14
3.1
63
14
3.6
79
14
4.1
94
14
4.7
10
14
5.1
62
14
5.5
81
14
6.0
83
14
6.5
98
14
7.1
14
14
7.6
40
14
8.1
66
14
8.6
92
14
9.2
18
14
9.7
45
15
0.2
71
15
0.7
97
15
1.3
23
15
1.8
49
15
2.3
75
15
2.9
02
15
3.4
28
15
3.9
54
15
4.4
80
15
5.0
06
15
5.5
44
15
6.1
16
15
6.5
92
15
6.9
41
15
7.2
26
15
7.4
48
15
7.6
06
15
7.7
01
15
7.7
32
15
7.6
99
15
7.6
03
13
8.4
94
13
8.3
23
13
8.2
28
13
8.2
10
13
8.2
67
13
8.4
01
13
8.6
11
13
8.8
97
13
9.2
59
13
9.6
98
14
0.2
04
14
0.7
19
14
1.2
35
14
1.7
51
14
2.2
66
14
2.7
82
14
3.2
97
14
3.8
13
14
4.3
28
14
4.8
44
14
5.3
60
14
5.8
75
14
6.3
91
14
6.9
06
14
7.4
22
14
7.9
48
14
8.4
74
14
9.0
01
14
9.5
27
15
0.0
53
15
0.5
79
15
1.1
05
15
1.6
31
15
2.1
58
15
2.6
84
15
3.2
10
15
3.7
36
15
4.2
62
15
4.7
88
15
5.3
14
15
5.8
38
15
6.3
14
15
6.7
26
15
7.0
75
15
7.3
60
15
7.5
82
15
7.7
40
15
7.8
35
15
7.8
66
15
7.8
33
15
7.7
37
13
8.3
60
13
8.1
89
13
8.0
94
13
8.0
76
13
8.1
33
13
8.2
67
13
8.4
77
13
8.7
63
13
9.1
25
13
9.5
64
14
0.0
70
14
0.5
85
14
1.1
01
14
1.6
17
14
2.1
32
14
2.6
48
14
3.1
63
14
3.6
93
14
4.3
05
14
4.9
31
14
5.5
57
14
6.1
70
14
6.6
99
14
7.2
18
14
7.7
41
14
8.2
74
14
8.8
07
14
9.3
40
14
9.8
73
15
0.4
06
15
0.9
39
15
1.4
72
15
2.0
05
15
2.5
35
15
3.0
61
15
3.5
87
15
4.1
13
15
4.6
39
15
5.1
66
15
5.6
92
15
6.1
98
15
6.5
56
15
6.8
33
15
7.0
46
15
7.2
13
15
7.4
18
15
7.5
76
15
7.6
71
15
7.7
02
15
7.6
69
15
7.5
73
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
8
6.9
3
7.0
7
7.2
2
7.3
8
7.5
3
7.6
8
7.8
2
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
C10203
3330x2185 mm CULVERT
IL = 134.715 m
147.422
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. 4398-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, STORED 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 WOOD STRAINING POSTS AND DROPPERS
AND STEEL STANDARDS.
9. REFER TO 20m INTERVAL CROSS SECTIONS FOR LANDSCAPING AND
FURTHER DRAINAGE DETAILS.
10. ALL ROADMARKING AS PER SARTSM AND STANDARD DRAWINGS.
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
PROPOSED ROAD
WIDENING
FARM / MAJOR ACCESS
CULVERT AND
DIRECTION OF FLOW
RESHAPE EXISTING
SIDE DRAIN
> >
OPEN EARTH V-DRAIN
LINED / UNLINED
CUT-OFF DRAIN
TYPE A SIDE DRAIN
& DOWN CHUTE
TYPE F SIDE DRAIN
& DOWN CHUTE
NEW GUARDRAIL
TYPE A DRAIN WITH
INLET AND DOWNPIPE
V V
V SHAPED TOE DRAIN
DEEZEHOEK 150
REM PTN 3
SG_2264_1939_CT
DEEZEHOEK 150
REM PTN 1
SG_293_1916_CT
DEEZEHOEK 150
REM PTN 1
SG_293_1916_CT
DEEZEHOEK 150
REM PTN 1
SG_293_1916_CT
NRB119_17
137.378
NRB120_17
145.440
NRB121_17
150.159
NRB122_17
160.652
X
+
3
6
3
8
2
0
0
X
+
3
6
3
8
2
0
0
X
+
3
6
3
8
4
0
0
X
+
3
6
3
8
6
0
0
Y
+
1
8
6
0
0
Y
+
1
8
6
0
0
Y
+
1
8
8
0
0
Y
+
1
9
0
0
0
Y
+
1
9
2
0
0
Y
+
1
9
4
0
0
Y
+
1
9
6
0
0
Y
+
1
9
6
0
0
Y
+
1
9
0
0
0
Y
+
1
9
2
0
0
Y
+
1
8
8
0
0
Y
+
1
9
4
0
0X
+
3
6
3
8
4
0
0
K36-RE1 K36-RE2
K36-RE3
K36-RE4
K36-RE5
K36-RE6
K36-RE7
K36-LN1
K36-LN2
K36-LN3
K36-LN4
K36-LN5
K36-LN6
K36-LN7
K36-LN8
K36-LN9
K36-LN10
K36-LN11
K
37-LN
1
K36-RN1
K36-RN2
C10203
EXISTING 1x3.33x2.185m MAJOR
CULVERT TO BE EXTENDED
EXISTING 1x600 Ø PC
REPLACED BY 1x600 Ø PC
EXISTING 1x600 Ø PC
REPLACED BY 1x600 Ø PC
C10203
EXISTING 1x3.33x2.185m
MAJOR CULVERT TO BE
EXTENDED
CONCRETE LINED FARM
ACCESS TO REPLACE
EXISTING 1x450 Ø PC
CONCRETE LINED
TYPE F SIDE DRAIN
TRANSITION TO CONCRETE
LINED OPEN V-DRAIN
EXISTING 1x600 Ø PC
CU
T LIN
E
C
U
T
LIN
E
36100
36200
36300
36400
BC
C6: 3
6413.2
30
36500
36600
36700
36800
E
C
C
6: 36818.754
36900
36000
37000
>
>
>
>
TY
PE
A
SID
E D
RA
IN
35960
36150
TY
PE
A
SID
E D
RA
IN
T
Y
P
E
F
S
ID
E
D
R
A
IN
36860
OP
EN
EA
RT
H
V-D
RA
IN
36100
OP
EN
EA
RT
H
V-D
RA
IN
36300
OP
EN
EA
RT
H
V-D
RA
IN
36750
O
P
E
N
E
A
R
T
H
V
-D
R
A
IN
36950
36390
OP
EN
EA
RT
H
V-D
RA
IN
36520
OPEN EARTH
V-DRAIN
36850
O
P
E
N
E
A
R
T
H
V
-D
R
A
IN
CAM
P
ACC
ESS
CAM
P
ACC
ESS
36090
TY
PE
A
SID
E D
RA
IN
SEE STANDARD DETAIL
DRAWING FOR FENCE
SETTING OUT AT ACCESS
31000
32000
33000
3
4
0
0
0
35000
3
6
0
0
0
3
7
0
0
0
SH
EE
T 1
OF
35
SH
EE
T 2
OF
35
SH
EE
T 3
OF
35
S
H
E
E
T
5
O
F
3
5
S
H
E
E
T
6
O
F
3
5
KEY PLAN
N.T.S.
S
H
E
E
T
4
O
F
3
5
NRB118_17 19740.450 3638647.050 143.681
NRB119_17 19460.860 3638555.320 137.378
NRB120_17 19192.000 3638467.310 145.440
NRB121_17 18945.440 3638372.560 150.159
NRB122_17 18674.520 3638213.780 160.652
NRB123_17 18439.710 3638070.320 151.688
CURVE No TRANS IN (m) TRANS OUT (m) TAN. IN (m) TAN. OUT (m) ANGLEPOINT SV Y-Coord X-Coord
N7/3 ALIGNMENT DETAILS - WGS84 Lo19° N7/3 CURVE DETAILS
6 1691.00 0.00 0.00 203.74 203.74 13°44'25"
BCC6
HPI 7
ECC6
36000
36100
36200
36300
36400
36413.230
36500
36600
36615.992
36700
36800
36818.754
36900
37000
19529.621
19434.628
19339.635
19244.642
19149.649
19137.082
19055.388
18963.244
18943.544
18873.554
18786.633
18770.665
18701.726
18616.873
3638591.826
3638560.580
3638529.334
3638498.087
3638466.841
3638462.707
3638433.492
3638394.679
3638399.046
3638350.487
3638301.072
3638291.237
3638248.246
3638195.331
RADIUS (m)
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
PROPOSED ROAD RESERVE
POINT
K36-LN1 19507.127 3638564.200
K36-LN2 19412.057 3638533.188
K36-LN3 19355.003 3638514.619
K36-LN4 19279.644 3638487.688
K36-LN5 19241.820 3638474.807
K36-LN6 19194.219 3638459.359
K36-LN7 19052.922 3638412.456
K36-LN8 18970.281 3638379.263
K36-LN9 18890.294 3638342.198
K36-LN10 18799.062 3638284.496
K36-LN11 18633.335 3638175.894
2.0% 2.0%
1
:
1
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 : 120km/h
VERTICAL DESIGN SPEED : 100km/h
POSTED SPEED (Road Signs & Road Markings) : 120km/h
ED
GE
O
F
SU
RF
AC
IN
G
PIEKENIERSKLOOF PASS
PIKETBERG
SV 36 486
CAMP
ACCESS
SV 36 485
CAMP
ACCESS
>>>>>>
EDGE OF SURFACING
SV
36
65
0
ST
AR
T O
F
TA
PE
R
SV
36
45
0
EN
D O
F
TA
PE
R
CULVERT No. C10203
SV36034
1x3.33x2.185m CULVERT
SKEW=229.399°
SV36181
1x600 Ø CULVERT
SKEW=268.869°
SV36527
1x600 Ø CULVERT
SKEW=273.955°
SV
36
15
0
SV
36
09
0
3.7m
3.0m SURFACED SHOULDER
3.7m
3.0m SURFACED SHOULDER
3.5m
3.7m
1.0m SURFACED SHOULDER
3.7m
3.0m SURFACED SHOULDER
SV
36
38
0
SV
36
10
0
SV
36
52
0
SV
36
30
0
SV
36
39
0
SV
36
75
0
SV
36
85
0
SV
36
86
0
SV
36
95
0
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
EXISTING ROAD RESERVE
POINT
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
PROPOSED ROAD RESERVE
POINT
K36-RN1 19112.537 3638477.067
K36-RN2 18994.431 3638426.428
K36-RE1 18990.091 3638424.666
K36-RE2 18933.603 3638399.227
K36-RE3 18878.876 3638372.240
K36-RE4 18821.638 3638341.610
K36-RE5 18770.902 3638312.291
K36-RE6 18715.990 3638278.927
K36-RE7 18609.792 3638219.415
REFER TO ROAD MARKING AND ROAD SIGNS
DRAWINGS FOR DETAILS ON ROAD MARKING
AND ROAD SIGNS.
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.007-030-2020/2
N7
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)\4398 N
7 P
iketberg to P
iekenierskloof P
ass (D
M)\07-D
raw
ing\R
oads\W
OR
KIN
G\4398-10-15 Layout-Long sv31-sv37 sht 1-6.dw
g
2019-07-24 B
randc1
50 mm 0 mm 50 mm 100 mm
FOR TENDER
PURPOSES ONLY
PRELIMINARY
DRAWINGS
THE IMPROVEMENT OF NATIONAL ROUTE 7, SECTION 3, BETWEEN
PIKETBERG (km 31.53) AND PIEKENIERSKLOOF PASS (km 65.30)
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
DM MURPHY
950446
DRAFT
FINAL DESIGN
3 3
36 000 37 000
ROADS - LAYOUTS
4398-15
V1
GENERAL ARRANGEMENT AND LONG-SECTION
ROUTE 7, SECTION 3 : SV 36 000 SV 37 000
1:1000 6 35
V1 28/06/2019 ORIGINAL VERSION DM MURPHY
DM MURPHY
950446
28/06/2019
15
P
IE
K
E
N
IE
R
S
K
L
O
O
F
P
A
S
S
PIK
ET
BE
RG
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
SURVEY CONTROL POINTS
POINT
Z
W KRÜGEL
20045180 (CANDIDATE ENGINEER)
C BRAND
3
7
0
0
0
3
8
0
0
0
39000
40000
41000
42000
43000
S
H
E
E
T
7
O
F
3
5
S
H
E
E
T
10 O
F
35
S
H
E
E
T
8
O
F
3
5
S
H
E
E
T
9 O
F
35
S
H
E
E
T
11 O
F
35
S
H
E
E
T
12 O
F
35
KEY PLAN
N.T.S.
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. 4398-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, STORED 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 WOOD STRAINING POSTS AND DROPPERS
AND STEEL STANDARDS.
9. REFER TO 20m INTERVAL CROSS SECTIONS FOR LANDSCAPING AND
FURTHER DRAINAGE DETAILS.
10. ALL ROADMARKING AS PER SARTSM AND STANDARD DRAWINGS.
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
PROPOSED ROAD
WIDENING
FARM / MAJOR ACCESS
CULVERT AND
DIRECTION OF FLOW
RESHAPE EXISTING
SIDE DRAIN
> >
OPEN EARTH V-DRAIN
LINED / UNLINED
CUT-OFF DRAIN
TYPE A SIDE DRAIN
& DOWN CHUTE
TYPE F SIDE DRAIN
& DOWN CHUTE
NEW GUARDRAIL
TYPE A DRAIN WITH
INLET AND DOWNPIPE
V V
V SHAPED TOE DRAIN
DEEZEHOEK 150
REM PTN 1
SG_293_1916_CT
DEEZEHOEK 150
REM PTN 1
SG_293_1916_CT
KLEINE VOGELVALLEY 151
PTN 27
SG_1261_2015_WC
KLEINE VOGELVALLEY 151
PTN 27
SG_1261_2015_WC
DRAAI AAN DE GROOTE RIVIER 178
REM PTN 16
SG_2076_1950_CT
DRAAI AAN DE GROOTE RIVIER 178
REM PTN 16
SG_2076_1950_CT
NRB123_17
151.688
NRB124_17
135.971
NRB125_17
128.939
Y
+
1
7
8
0
0
Y
+
1
7
8
0
0
Y
+
1
8
0
0
0
Y
+
1
8
2
0
0
Y
+
1
8
4
0
0
Y
+
1
8
6
0
0
Y
+
1
8
6
0
0
Y
+
1
8
4
0
0
Y
+
1
8
0
0
0
X
+
3
6
3
7
6
0
0
X
+
3
6
3
7
8
0
0
X
+
3
6
3
8
0
0
0
X
+
3
6
3
8
2
0
0
X
+
3
6
3
8
0
0
0
X
+
3
6
3
7
8
0
0
Y
+
1
8
2
0
0
X
+
3
6
3
7
7
0
0
K
36-R
E
7
K37-RE1
K37-RE2
K37-RE3
K37-RE4
K37-RE5
K37-RE6
K37-RE7
K38-R
E1
K
36-LN
11 K37-LN1
K37-LN3
K37-LN4 K37-LN5
K37-LN6
K37-LN7K37-LN8
K37-LN9
K37-LN10
K37-LN11
K37-LN12
K38-LN
1
K37-RN1
K37-RN1
K37-RN1
K37-LN2
K37-RN1
EXISTING 1x900 Ø PC
TO BE EXTENDED
C10204
EXISTING 1x2.44x2.02m MAJOR
CULVERT TO BE EXTENDED
C1002
EXISTING 1x3.99x2.43m
MAJOR CULVERT TO
BE EXTENDED
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
CONCRETE LINED
FARM ACCESS
CU
T LIN
E
CU
T LIN
E
37100 37200 37300 37400 37500 37600 37700 37800 3790037000
38000
TYPE A
SIDE DRAIN
37
11
0
TYPE A
SIDE DRAIN
37
57
53
75
75
TYPE A
SIDE DRAIN
37
87
0
TYPE A
SIDE DRAIN
37
89
0
37
34
0
TYPE A
SIDE DRAIN
37
77
0
TYPE A
SIDE DRAIN
TYPE F
SIDE DRAIN
37
32
0
37
10
0
TYPE A
SIDE DRAIN
37
54
0
TYPE A
SIDE DRAIN
OPEN EARTH
V-DRAIN
37
39
0
SHAPE OPEN EARTH V-DRAIN BEYOND LOW
POINT OF ROAD TO FLOW TOWARDS CULVERT
37
77
0
OPEN EARTH
V-DRAIN
38
02
0
37
08
0
OPEN EARTH
V-DRAIN
37
55
0
OPEN EARTH
V-DRAIN
37
87
0
CAMP
ACCESS
CAMP
ACCESS
CAMP
ACCESS
CAMP
ACCESS
37
74
0
TYPE A
SIDE DRAIN
SEE STANDARD DETAIL
DRAWING FOR FENCE
SETTING OUT AT ACCESS
SEE STANDARD DETAIL
DRAWING FOR FENCE
SETTING OUT AT ACCESS
SEE STANDARD DETAIL
DRAWING FOR FENCE
SETTING OUT AT ACCESS
TYPE A
SIDE DRAIN
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
PIKETBERG
PIEKENIERSKLOOF PASS
900 mm PC
IL = 150.555 m
600 mm PC
IL = 146.290 m
152
Datum 142.0
138
Datum 128.0
130
Datum 120.0
Direction
238°03'07"
500m VC
K=63
E.V
.C
37294
B.V
.C
37570
557m VC
K=48
LO
W: 127.494
Ch 37827.635
2.631 %
37044.004 162.260
-5.308 %
37848.794 119.541
6.181 %
38000.000164.995
-2.0
37
00
0
37
02
0
37
04
0
37
06
0
37
08
0
37
10
0
37
12
0
37
14
0
37
16
0
37
18
0
37
20
0
37
22
0
37
24
0
37
26
0
37
28
0
37
30
0
37
32
0
37
34
0
37
36
0
37
38
0
37
40
0
37
42
0
37
44
0
37
46
0
37
48
0
37
50
0
37
52
0
37
54
0
37
56
0
37
58
0
37
60
0
37
62
0
37
64
0
37
66
0
37
68
0
37
70
0
37
72
0
37
74
0
37
76
0
37
78
0
37
80
0
37
82
0
37
84
0
37
86
0
37
88
0
37
90
0
37
92
0
37
94
0
37
96
0
37
98
0
38
00
0
15
7.4
41
15
7.2
82
15
7.0
52
15
6.7
67
15
6.4
26
15
6.0
00
15
5.5
24
15
4.9
54
15
4.3
41
15
3.6
78
15
2.9
57
15
2.1
65
15
1.3
04
15
0.3
82
14
9.3
73
14
8.3
37
14
7.2
95
14
6.2
32
14
5.1
75
14
4.0
91
14
2.9
78
14
1.9
31
14
0.8
67
13
9.8
11
13
8.7
60
13
7.6
90
13
6.6
26
13
5.6
06
13
4.5
73
13
3.5
59
13
2.5
65
13
1.6
62
13
0.8
80
13
0.1
34
12
9.4
77
12
8.9
06
12
8.4
23
12
8.0
16
12
7.6
84
12
7.4
52
12
7.2
96
12
7.2
20
12
7.2
49
12
7.3
14
12
7.4
80
12
7.7
35
12
8.0
63
12
8.4
75
12
9.0
00
12
9.5
66
13
0.2
56
-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
15
7.6
03
15
7.4
43
15
7.2
20
15
6.9
33
15
6.5
83
15
6.1
69
15
5.6
92
15
5.1
51
15
4.5
46
15
3.8
78
15
3.1
46
15
2.3
51
15
1.4
92
15
0.5
70
14
9.5
84
14
8.5
37
14
7.4
76
14
6.4
14
14
5.3
53
14
4.2
91
14
3.2
29
14
2.1
68
14
1.1
06
14
0.0
45
13
8.9
83
13
7.9
21
13
6.8
60
13
5.7
98
13
4.7
36
13
3.6
85
13
2.7
04
13
1.8
06
13
0.9
91
13
0.2
58
12
9.6
08
12
9.0
40
12
8.5
55
12
8.1
52
12
7.8
32
12
7.5
94
12
7.4
39
12
7.3
66
12
7.3
76
12
7.4
68
12
7.6
43
12
7.9
00
12
8.2
40
12
8.6
62
12
9.1
67
12
9.7
54
13
0.4
24
15
7.7
37
15
7.5
77
15
7.3
54
15
7.0
67
15
6.7
17
15
6.3
03
15
5.8
26
15
5.2
85
15
4.6
80
15
4.0
12
15
3.2
80
15
2.4
85
15
1.6
26
15
0.7
04
14
9.7
18
14
8.6
71
14
7.6
10
14
6.5
48
14
5.4
87
14
4.4
25
14
3.3
63
14
2.3
02
14
1.2
40
14
0.1
79
13
9.1
17
13
8.0
55
13
6.9
94
13
5.9
32
13
4.8
70
13
3.8
19
13
2.8
38
13
1.9
40
13
1.1
25
13
0.3
92
12
9.7
42
12
9.1
74
12
8.6
89
12
8.2
86
12
7.9
66
12
7.7
28
12
7.5
73
12
7.5
00
12
7.5
10
12
7.6
02
12
7.7
77
12
8.0
34
12
8.3
74
12
8.7
96
12
9.3
01
12
9.8
88
13
0.5
58
15
7.5
73
15
7.4
13
15
7.1
90
15
6.9
03
15
6.5
53
15
6.1
39
15
5.6
62
15
5.1
21
15
4.5
16
15
3.8
48
15
3.1
16
15
2.3
21
15
1.4
62
15
0.5
40
14
9.5
54
14
8.5
07
14
7.4
46
14
6.3
84
14
5.3
23
14
4.2
61
14
3.1
99
14
2.1
38
14
1.0
76
14
0.0
15
13
8.9
53
13
7.8
91
13
6.8
36
13
5.7
80
13
4.7
24
13
3.6
79
13
2.7
04
13
1.8
06
13
0.9
91
13
0.2
58
12
9.6
08
12
9.0
40
12
8.5
55
12
8.1
52
12
7.8
32
12
7.5
94
12
7.4
39
12
7.3
66
12
7.3
76
12
7.4
68
12
7.6
43
12
7.9
00
12
8.2
40
12
8.6
62
12
9.1
67
12
9.7
54
13
0.4
24
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
7.9
0
7.6
0
7.3
0
7.0
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
C10204
2440x2020 mm CULVERT
IL = 122.830 m
C1002
3990x2430 mm CULVERT
IL = 122.032 m
162.260
POINT SV Y-Coord X-Coord
N7/3 ALIGNMENT DETAILS - WGS84 Lo19°
37000
37100
37200
37300
37400
37500
37600
37700
37800
37900
38000
18616.873
18532.020
18447.167
18362.315
18277.462
18192.609
18107.756
18022.903
17938.051
17853.198
17768.345
3638195.331
3638142.416
3638089.501
3638036.586
3637983.671
3637930.756
3637877.841
3637824.926
3637772.011
3637719.095
3637666.180
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
EXISTING ROAD RESERVE
POINT
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
PROPOSED ROAD RESERVE
POINT
K37-RE1 18444.939 3638114.381
K37-RE2 18414.623 3638094.950
K37-RE3 18339.469 3638043.928
K37-RE4 18103.098 3637896.357
K37-RE5 18020.097 3637845.501
K37-RE6 17949.663 3637800.668
K37-RE7 17867.569 3637749.681
K37-RN1 18297.607 3638017.793
K37-RN2 18282.852 3638013.296
K37-RN3 18138.273 3637923.136
K37-RN4 18127.477 3637911.579
NRB122_17 18674.520 3638213.780 160.652
NRB123_17 18439.710 3638070.320 151.688
NRB124_17 18156.470 3637893.650 135.971
NRB125_17 17891.780 3637728.860 128.939
NRB126_17 17636.500 3637569.210 138.274
2.0% 2.0%
1
:
1
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 : 120km/h
VERTICAL DESIGN SPEED : 100km/h
POSTED SPEED (Road Signs & Road Markings) : 120km/h
ED
GE
O
F
SU
RF
AC
IN
G
PIEKENIERSKLOOF PASS
PIKETBERG
SV 37 567
CAMP
ACCESS
SV 37 780
CAMP
ACCESS
SV 37 569
CAMP
ACCESS
SV 37 780
CAMP
ACCESS
EDGE OF SURFACING
SV
37
97
0
PO
WE
R L
IN
E
OV
ER
HE
AD
SV
37
50
0
EN
D O
F
TA
PE
R
SV37153
1x900 Ø CULVERT
SKEW=239.489°
CULVERT No. C10204
SV37639
1x2.44x2.02m CULVERT
SKEW=255.595°
CULVERT No. C1002
SV37930
1x3.99x2.43m CULVERT
SKEW=269.830°
SV37311
1x600 Ø CULVERT
SKEW=270.485°
SV
37
11
0
SV
37
34
0
SV
37
89
0
SV
37
77
0
SV
37
74
0
SV
37
57
5
SV
37
60
0
ST
AR
T O
F
TA
PE
R
SV
37
87
0
SV
37
57
5
3.5m
3.7m
1.0m SURFACED SHOULDER
3.7m
3.0m SURFACED SHOULDER
SV
37
10
0
SV
37
08
0
SV
37
32
0
SV
37
54
0
SV
37
39
0
SV
37
55
0
SV
37
77
0
SV
37
87
0
SV
38
00
0
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
PROPOSED ROAD RESERVE
POINT
K37-LN1 18602.098 3638155.966
K37-LN2 18499.362 3638100.294
K37-LN3 18337.992 3637999.662
K37-LN4 18294.659 3637966.502
K37-LN5 18271.642 3637952.149
K37-LN6 18158.567 3637889.532
K37-LN7 18100.734 3637837.553
K37-LN8 18093.272 3637832.900
K37-LN9 18007.702 3637792.607
K37-LN10 17924.488 3637737.064
K37-LN11 17841.268 3637681.531
K37-LN12 17806.121 3637662.298
REFER TO ROAD MARKING AND ROAD SIGNS
DRAWINGS FOR DETAILS ON ROAD MARKING
AND ROAD SIGNS.
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.007-030-2020/2
N7
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)\4398 N
7 P
iketberg to P
iekenierskloof P
ass (D
M)\07-D
raw
ing\R
oads\W
OR
KIN
G\4398-16-21 Layout-Long sv37-sv43 sht 7-12.dw
g
2019-07-25 B
randc1
50 mm 0 mm 50 mm 100 mm
FOR TENDER
PURPOSES ONLY
PRELIMINARY
DRAWINGS
THE IMPROVEMENT OF NATIONAL ROUTE 7, SECTION 3, BETWEEN
PIKETBERG (km 31.53) AND PIEKENIERSKLOOF PASS (km 65.30)
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
DM MURPHY
950446
DRAFT
FINAL DESIGN
3 3
37 000 38 000
ROADS - LAYOUTS
4398-16
V1
GENERAL ARRANGEMENT AND LONG-SECTION
ROUTE 7, SECTION 3 : SV 37 000 SV 38 000
1:1000 7 35
V1 17/05/2019 ORIGINAL VERSION DM MURPHY
DM MURPHY
950446
17/05/2019
PIKETBERG
16
PIEKENIERSKLOOF PASS
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
SURVEY CONTROL POINTS
POINT
Z
W KRÜGEL
20045180 (CANDIDATE ENGINEER)
C BRAND
DRAAI AAN DE GROOTE RIVIER 178
REM PTN 16
SG_2076_1950_CT
DRAAI AAN DE GROOTE RIVIER 178
REM PTN 16
SG_2076_1950_CT
NRB126_17
138.274
NRB127_17
154.542
NRB128_17
158.536
NRB129_17
154.744
Y
+
1
7
0
0
0
Y
+
1
7
0
0
0
Y
+
1
7
2
0
0
Y
+
1
7
4
0
0
Y
+
1
7
6
0
0
Y
+
1
7
2
0
0
Y
+
1
7
4
0
0
Y
+
1
7
6
0
0
Y
+
1
7
8
0
0
X
+
3
6
3
7
0
0
0
X
+
3
6
3
7
0
0
0
X
+
3
6
3
7
2
0
0
X
+
3
6
3
7
4
0
0
X
+
3
6
3
7
6
0
0
X
+
3
6
3
7
6
0
0
X
+
3
6
3
7
4
0
0
X
+
3
6
3
7
2
0
0
K38-RE1
K38-RE2
K38-RE3
K38-RE4
K38-RE5K38-RE6
K38-RE7
K38-RE8
K38-RE9
K38-RE10
K38-RE11
K38-RE12
K
3
9
-
R
E
1
K37-LN
12
K38-LN1
K38-LN2
K38-LN3
K38-LN4
K38-LN5
K38-LN6
K38-LN7
K38-LN9
K38-LN10
K39-LN1
K
3
9
-
L
N
2
K38-LN8
EXISTING 1x450 Ø
PC REPLACED BY
1x600 Ø PC
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
EXISTING 1x600 Ø PC
TO BE EXTENDED
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
EXISTING 1x600 Ø PC
C
U
T
L
IN
E
CU
T LIN
E
38100
38200
38300
BC
C7: 3
8367.1
74
38400
38500
38600
38700
38800
3
8
9
0
0
38000
3
9
0
0
0
38060
TY
PE
A
SID
E D
RA
IN
38020
OP
EN
EA
RT
H
V-D
RA
IN
38210
O
P
E
N
E
A
R
T
H
V
-D
R
A
IN
3
9
0
3
0
38070
OP
EN
EA
RT
H
V-D
RA
IN
3
8
9
6
0
O
P
E
N
E
A
R
T
H
V
-D
R
A
IN
FA
RM
AC
CE
SS
CA
M
P
AC
CE
SS
SEE STANDARD DETAIL
DRAWING FOR FENCE
SETTING OUT AT ACCESS
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. 4398-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, STORED 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 WOOD STRAINING POSTS AND DROPPERS
AND STEEL STANDARDS.
9. REFER TO 20m INTERVAL CROSS SECTIONS FOR LANDSCAPING AND
FURTHER DRAINAGE DETAILS.
10. ALL ROADMARKING AS PER SARTSM AND STANDARD DRAWINGS.
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
PROPOSED ROAD
WIDENING
FARM / MAJOR ACCESS
CULVERT AND
DIRECTION OF FLOW
RESHAPE EXISTING
SIDE DRAIN
> >
OPEN EARTH V-DRAIN
LINED / UNLINED
CUT-OFF DRAIN
TYPE A SIDE DRAIN
& DOWN CHUTE
TYPE F SIDE DRAIN
& DOWN CHUTE
NEW GUARDRAIL
TYPE A DRAIN WITH
INLET AND DOWNPIPE
V V
V SHAPED TOE DRAIN
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
PIKETBERG PIEKENIERSKLOOF PASS
600 mm PC
IL = 141.825 m
600 mm PC
IL = 152.620 m
136
Datum 126.0
150
Datum 140.0
154
Datum 144.0
Direction
238°03'07"
38367
B.C
.C
.
Curve 7 Left
Radius=1845m
I= 30°50'23"
557m VC
K=48
E.V
.C
38127
B.V
.C
38201
766m VC
K=92
HIG
H: 158.802
Ch 38766.967
E.V
.C
38967
6.181 %
38584.182 164.995
-2.188 %
39000.000145.897
-2.0
-4.3
4.3
38
00
0
38
02
0
38
04
0
38
06
0
38
08
0
38
10
0
38
12
0
38
14
0
38
16
0
38
18
0
38
20
0
38
22
0
38
24
0
38
26
0
38
28
0
38
30
0
38
32
0
38
34
0
38
36
0
38
38
0
38
40
0
38
42
0
38
44
0
38
46
0
38
48
0
38
50
0
38
52
0
38
54
0
38
56
0
38
58
0
38
60
0
38
62
0
38
64
0
38
66
0
38
68
0
38
70
0
38
72
0
38
74
0
38
76
0
38
78
0
38
80
0
38
82
0
38
84
0
38
86
0
38
88
0
38
90
0
38
92
0
38
94
0
38
96
0
38
98
0
39
00
0
13
0.2
56
13
0.9
98
13
1.8
40
13
2.7
54
13
3.7
42
13
4.8
30
13
5.9
95
13
7.2
43
13
8.4
59
13
9.7
13
14
0.9
74
14
2.2
16
14
3.3
82
14
4.5
30
14
5.6
00
14
6.6
58
14
7.6
46
14
8.6
02
14
9.5
19
15
0.3
90
15
1.1
88
15
1.9
62
15
2.7
07
15
3.4
00
15
4.0
37
15
4.6
70
15
5.2
27
15
5.7
47
15
6.2
20
15
6.6
48
15
7.0
29
15
7.3
69
15
7.7
01
15
7.9
44
15
8.1
49
15
8.3
09
15
8.4
51
15
8.5
19
15
8.5
70
15
8.5
54
15
8.5
08
15
8.4
15
15
8.2
83
15
8.1
00
15
7.8
89
15
7.6
19
15
7.3
21
15
6.9
69
15
6.5
79
15
6.1
60
15
5.6
84
-6
.7
0
-6
.7
0
-6
.7
0
-6
.8
5
-7
.1
5
-7
.4
5
-7
.7
5
-8
.0
5
-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
13
0.4
24
13
1.1
76
13
2.0
11
13
2.9
26
13
3.9
19
13
4.9
96
13
6.1
55
13
7.3
79
13
8.6
13
13
9.8
49
14
1.0
85
14
2.3
01
14
3.4
74
14
4.6
04
14
5.6
89
14
6.7
31
14
7.7
29
14
8.6
84
14
9.5
35
15
0.2
89
15
1.0
96
15
1.8
76
15
2.6
12
15
3.3
04
15
3.9
53
15
4.5
58
15
5.1
19
15
5.6
37
15
6.1
11
15
6.5
41
15
6.9
28
15
7.2
70
15
7.5
70
15
7.8
25
15
8.0
37
15
8.2
05
15
8.3
29
15
8.4
10
15
8.4
47
15
8.4
41
15
8.3
90
15
8.2
96
15
8.1
59
15
7.9
77
15
7.7
52
15
7.4
83
15
7.1
71
15
6.8
15
15
6.4
15
15
5.9
80
15
5.5
43
13
0.5
58
13
1.3
10
13
2.1
45
13
3.0
63
13
4.0
62
13
5.1
45
13
6.3
10
13
7.5
40
13
8.7
77
14
0.0
13
14
1.2
49
14
2.4
65
14
3.6
38
14
4.7
68
14
5.8
53
14
6.8
95
14
7.8
93
14
8.8
48
14
9.7
58
15
0.6
25
15
1.4
49
15
2.2
29
15
2.9
65
15
3.6
57
15
4.3
06
15
4.9
11
15
5.4
72
15
5.9
89
15
6.4
63
15
6.8
94
15
7.2
80
15
7.6
23
15
7.9
22
15
8.1
78
15
8.3
89
15
8.5
58
15
8.6
82
15
8.7
63
15
8.8
00
15
8.7
93
15
8.7
43
15
8.6
49
15
8.5
11
15
8.3
30
15
8.1
05
15
7.8
36
15
7.5
24
15
7.1
68
15
6.7
68
15
6.3
33
15
5.8
95
13
0.4
24
13
1.1
76
13
2.0
11
13
2.9
29
13
3.9
28
13
5.0
11
13
6.1
76
13
7.4
06
13
8.6
43
13
9.8
79
14
1.1
15
14
2.3
31
14
3.5
04
14
4.6
34
14
5.7
19
14
6.7
71
14
7.8
63
14
8.9
30
14
9.9
57
15
0.9
31
15
1.7
76
15
2.5
62
15
3.3
04
15
4.0
03
15
4.6
58
15
5.2
63
15
5.8
24
15
6.3
42
15
6.8
16
15
7.2
46
15
7.6
33
15
7.9
76
15
8.2
75
15
8.5
30
15
8.7
42
15
8.9
10
15
9.0
35
15
9.1
15
15
9.1
52
15
9.1
46
15
9.0
96
15
9.0
02
15
8.8
64
15
8.6
82
15
8.4
57
15
8.1
89
15
7.8
76
15
7.5
20
15
7.1
20
15
6.6
86
15
6.2
48
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
6.8
5
7.0
0
7.1
5
7.3
0
7.4
5
7.6
0
7.7
5
7.9
0
8.0
5
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
600 mm PC
IL = 132.400 m
164.995
CURVE No TRANS IN (m) TRANS OUT (m) TAN. IN (m) TAN. OUT (m) ANGLEPOINT SV Y-Coord X-Coord
N7/3 CURVE DETAILSN7/3 ALIGNMENT DETAILS - WGS84 Lo19°
7 1845.00 0.00 0.00 508.89 508.89 30°50'23"
BCC7
HPI 8
38000
38100
38200
38300
38367.174
38400
38500
38600
38700
38800
38863.714
38900
39000
17768.345
17683.492
17598.639
17513.786
17456.787
17429.089
17346.707
17267.515
17191.746
17119.623
17024.983
17051.358
16987.150
3637666.180
3637613.265
3637560.350
3637507.435
3637471.890
3637454.273
3637397.611
3637336.568
3637271.325
3637202.073
3637202.613
3637129.016
3637052.368
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
PROPOSED ROAD RESERVE
POINT
K38-LN1 17745.336 3637627.483
K38-LN2 17600.874 3637537.869
K38-LN3 17508.486 3637477.652
K38-LN4 17470.134 3637450.591
K38-LN5 17351.559 3637374.139
K38-LN6 17323.755 3637353.065
K38-LN7 17297.127 3637335.608
K38-LN8 17240.977 3637289.687
K38-LN9 17213.849 3637261.707
K38-LN10 17163.637 3637214.154
3
7
0
0
0
3
8
0
0
0
39000
40000
41000
42000
43000
S
H
E
E
T
7
O
F
3
5
S
H
E
E
T
10 O
F
35
S
H
E
E
T
8
O
F
3
5
S
H
E
E
T
9 O
F
35
S
H
E
E
T
11 O
F
35
S
H
E
E
T
12 O
F
35
KEY PLAN
N.T.S.
NRB125_17 17891.780 3637728.860 128.939
NRB126_17 17636.500 3637569.210 138.274
NRB127_17 17379.420 3637401.830 154.542
NRB128_17 17181.170 3637241.570 158.536
NRB129_17 16975.680 3637015.950 154.744
2.0% 2.0%
1
:
1
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 : 120km/h
VERTICAL DESIGN SPEED : 100km/h
POSTED SPEED (Road Signs & Road Markings) : 120km/h
ED
GE
O
F
SU
RF
AC
IN
G
PIEKENIERSKLOOF PASS
PIKETBERG
SV 38 140
FARM
ACCESS
SV 38 133
CAMP
ACCESS
SV
38
05
0
ST
AR
T O
F
TA
PE
R
SV
38
15
0
EN
D O
F
TA
PE
R
SV38243
1x600 Ø CULVERT
SKEW=269.625°
SV38083
1x600 Ø CULVERT
SKEW=289.982°
SV38474
1x600 Ø CULVERT
SKEW=269.729°
SV
38
06
0
SV
38
48
0
ST
AR
T O
F
TA
PE
R
EDGE OF SURFACING
SV
38
28
0
EN
D O
F
TA
PE
R
3.7m
1.0m SURFACED SHOULDER
3.5m
3.7m
3.0m SURFACED SHOULDER
3.5m
3.7m
1.0m SURFACED SHOULDER
3.7m
1.0m SURFACED SHOULDER
3.5m
SV
38
21
0
SV
38
02
0
SV
38
07
0
SV
38
00
0
SV
38
21
0
SV
38
96
0
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
EXISTING ROAD RESERVE
POINT
K38-RE1 17727.238 3637662.492
K38-RE2 17451.309 3637490.523
K38-RE3 17398.252 3637456.294
K38-RE4 17351.630 3637424.216
K38-RE5 17301.769 3637387.331
K38-RE6 17253.014 3637348.929
K38-RE7 17207.003 3637310.089
K38-RE8 17161.257 3637268.665
K38-RE9 17116.750 3637225.635
K38-RE10 17074.321 3637181.877
K38-RE11 17033.009 3637136.236
K38-RE12 16993.402 3637089.489
REFER TO ROAD MARKING AND ROAD SIGNS
DRAWINGS FOR DETAILS ON ROAD MARKING
AND ROAD SIGNS.
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.007-030-2020/2
N7
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)\4398 N
7 P
iketberg to P
iekenierskloof P
ass (D
M)\07-D
raw
ing\R
oads\W
OR
KIN
G\4398-16-21 Layout-Long sv37-sv43 sht 7-12.dw
g
2019-07-25 B
randc1
50 mm 0 mm 50 mm 100 mm
FOR TENDER
PURPOSES ONLY
PRELIMINARY
DRAWINGS
THE IMPROVEMENT OF NATIONAL ROUTE 7, SECTION 3, BETWEEN
PIKETBERG (km 31.53) AND PIEKENIERSKLOOF PASS (km 65.30)
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
DM MURPHY
950446
DRAFT
FINAL DESIGN
3 3
38 000 39 000
ROADS - LAYOUTS
4398-17
V1
GENERAL ARRANGEMENT AND LONG-SECTION
ROUTE 7, SECTION 3 : SV 38 000 SV 39 000
1:1000 8 35
V1 17/05/2019 ORIGINAL VERSION DM MURPHY
DM MURPHY
950446
17/05/2019
PIK
ET
BE
RG
P
IE
K
E
N
IE
R
S
K
L
O
O
F
P
A
S
S
17
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
SURVEY CONTROL POINTS
POINT
Z
O
P
2
5
7
W KRÜGEL
20045180 (CANDIDATE ENGINEER)
C BRAND
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
PIKETBERG PIEKENIERSKLOOF PASS
600 mm PC
IL = 149.387 m
154
Datum 144.0
145
Datum 135.0
Curve 7 Left
Radius=1845m
I= 30°50'23"
39360
E.C
.C
.
Direction
207°12'44"
B.V
.C
39358
199m VC
K=96
E.V
.C
39556
B.V
.C
39658
193m VC
K=55
E.V
.C
39851
-2.188 %
39456.881 145.897
-4.256 %
39754.755 133.220
-0.755 %
40000.000128.590
-4.3
-2.0
4.3
39
00
0
39
02
0
39
04
0
39
06
0
39
08
0
39
10
0
39
12
0
39
14
0
39
16
0
39
18
0
39
20
0
39
22
0
39
24
0
39
26
0
39
28
0
39
30
0
39
32
0
39
34
0
39
36
0
39
38
0
39
40
0
39
42
0
39
44
0
39
46
0
39
48
0
39
50
0
39
52
0
39
54
0
39
56
0
39
58
0
39
60
0
39
62
0
39
64
0
39
66
0
39
68
0
39
70
0
39
72
0
39
74
0
39
76
0
39
78
0
39
80
0
39
82
0
39
84
0
39
86
0
39
88
0
39
90
0
39
92
0
39
94
0
39
96
0
39
98
0
40
00
0
15
5.6
84
15
5.2
56
15
4.8
04
15
4.3
63
15
3.9
23
15
3.4
95
15
3.0
29
15
2.6
08
15
2.1
75
15
1.7
28
15
1.2
65
15
0.8
34
15
0.3
90
14
9.9
21
14
9.4
88
14
9.0
53
14
8.6
37
14
8.2
00
14
7.7
63
14
7.2
96
14
6.7
93
14
6.2
60
14
5.6
70
14
5.0
37
14
4.3
65
14
3.6
40
14
2.8
88
14
2.1
05
14
1.2
68
14
0.3
99
13
9.5
59
13
8.6
83
13
7.8
14
13
6.9
71
13
6.1
56
13
5.4
11
13
4.8
16
13
4.2
03
13
3.6
84
13
3.2
65
13
2.8
87
13
2.5
84
13
2.3
56
13
2.1
83
13
2.0
34
13
1.8
87
13
1.7
36
13
1.5
87
13
1.4
22
13
1.2
79
13
1.1
21
-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
.0
5
-7
.9
0
-7
.7
5
-7
.6
0
-7
.4
5
-7
.3
0
-7
.1
5
-7
.0
0
-6
.8
5
-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
15
5.5
43
15
5.1
05
15
4.6
67
15
4.2
30
15
3.7
92
15
3.3
54
15
2.9
17
15
2.4
79
15
2.0
41
15
1.6
04
15
1.1
66
15
0.7
28
15
0.2
91
14
9.8
53
14
9.4
15
14
8.9
84
14
8.5
53
14
8.1
37
14
7.8
10
14
7.4
04
14
6.9
02
14
6.3
58
14
5.7
73
14
5.1
46
14
4.4
77
14
3.7
63
14
3.0
09
14
2.2
12
14
1.3
74
14
0.5
23
13
9.6
72
13
8.8
21
13
7.9
70
13
7.1
19
13
6.3
11
13
5.5
75
13
4.9
11
13
4.3
21
13
3.8
02
13
3.3
56
13
2.9
83
13
2.6
82
13
2.4
54
13
2.2
91
13
2.1
40
13
1.9
89
13
1.8
38
13
1.6
87
13
1.5
36
13
1.3
85
13
1.2
34
15
5.8
95
15
5.4
58
15
5.0
20
15
4.5
82
15
4.1
45
15
3.7
07
15
3.2
69
15
2.8
32
15
2.3
94
15
1.9
56
15
1.5
19
15
1.0
81
15
0.6
43
15
0.2
06
14
9.7
68
14
9.3
30
14
8.8
92
14
8.4
55
14
8.0
17
14
7.5
53
14
7.0
48
14
6.5
01
14
5.9
13
14
5.2
83
14
4.6
11
14
3.8
97
14
3.1
43
14
2.3
46
14
1.5
08
14
0.6
57
13
9.8
06
13
8.9
55
13
8.1
04
13
7.2
53
13
6.4
45
13
5.7
09
13
5.0
45
13
4.4
55
13
3.9
36
13
3.4
90
13
3.1
17
13
2.8
16
13
2.5
88
13
2.4
25
13
2.2
74
13
2.1
23
13
1.9
72
13
1.8
21
13
1.6
70
13
1.5
19
13
1.3
68
15
6.2
48
15
5.8
10
15
5.3
73
15
4.9
35
15
4.4
97
15
4.0
60
15
3.6
22
15
3.1
84
15
2.7
46
15
2.3
09
15
1.8
71
15
1.4
33
15
0.9
96
15
0.5
58
15
0.1
20
14
9.6
83
14
9.2
45
14
8.7
91
14
8.2
40
14
7.6
48
14
7.0
13
14
6.3
53
14
5.7
49
14
5.1
19
14
4.4
47
14
3.7
33
14
2.9
79
14
2.1
82
14
1.3
47
14
0.5
02
13
9.6
57
13
8.8
12
13
7.9
67
13
7.1
19
13
6.3
11
13
5.5
75
13
4.9
11
13
4.3
21
13
3.8
02
13
3.3
56
13
2.9
83
13
2.6
82
13
2.4
54
13
2.2
91
13
2.1
40
13
1.9
89
13
1.8
38
13
1.6
87
13
1.5
36
13
1.3
85
13
1.2
34
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
8.0
5
7.7
5
7.4
5
7.1
5
6.8
5
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
137
Datum 127.0
1800x1250 mm CULVERT
IL = 127.998 m
145.897
DRAAI AAN DE GROOTE RIVIER 178
REM PTN 7
SG_1162_1905_CT
DRAAI AAN DE GROOTE RIVIER 178
REM PTN 7
SG_1162_1905_CT
NRB130_17
149.762
NRB131_17
137.757
NRB132_17
131.459
NRB129_17
154.744
X
+
3
6
3
7
0
0
0
X
+
3
6
3
6
2
0
0
X
+
3
6
3
6
2
0
0
X
+
3
6
3
6
4
0
0
X
+
3
6
3
6
6
0
0
X
+
3
6
3
6
8
0
0
X
+
3
6
3
7
0
0
0
X
+
3
6
3
6
4
0
0
X
+
3
6
3
6
6
0
0
X
+
3
6
3
6
8
0
0
Y
+
1
6
6
0
0
Y
+
1
6
8
0
0
Y
+
1
7
0
0
0
Y
+
1
7
0
0
0
Y
+
1
6
8
0
0
Y
+
1
6
6
0
0
Y
+
1
6
4
0
0
Y
+
1
6
4
0
0
K
3
8
-
R
E
1
2
K39-RE1
K39-RE3
K39-RE4
K39-RE5
K39-RE6
K
3
9
-
L
N
1
K39-LN2
K39-LN3
K39-LN4
K39-LN5
K39-LN6
K39-LN7
K39-LN8 K39-LN9
K39-LN10
K39-LN11
K39-LN12
K39-LN13
K40-LN1
K39-RN1
K39-RN2K39-RN3
K39-RN4K39-RN5
K39-RN6K39-RN7
K39-RN8
K39-RE2
EXISTING 1x1.80x1.25m MAJOR
CULVERT TO BE EXTENDED
EXISTING 1x600 Ø PC
TO BE EXTENDED
EXISTING 1x1.80x1.25m MAJOR
CULVERT TO BE EXTENDED
CONCRETE LINED
FARM ACCESS
CONCRETE LINED
FARM ACCESS
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
EXISTING 1x600 Ø PC
REPLACED BY 1x600 Ø PC
C
U
T
L
IN
E
CU
T L
IN
E
39100
39200
39300
ECC7: 39360.254 39400 39500 39600 39700 39800 39900
3
9
0
0
0
40000
>
TYPE A
SIDE DRAIN
39
72
0
TYPE A
SIDE DRAIN
39
79
5
39
99
0
TYPE A
SIDE DRAIN
O
P
E
N
E
A
R
T
H
V
-D
R
A
IN
3
9
0
3
0
OP
EN
EA
RT
H
V-D
RA
IN
39250
OPEN EARTH
V-DRAIN
39
95
0
3
8
9
6
0
O
P
E
N
E
A
R
T
H
V
-D
R
A
IN
39
48
0
OPEN EARTH
V-DRAIN
39
60
0
OPEN EARTH
V-DRAIN
F
A
R
M
A
C
C
E
S
S
CAM
P
ACCESS
CAMP
ACCESS
CAMP
ACCESS
CAMP
ACCESS
40
43
5
TYPE A
SIDE DRAIN
SEE STANDARD DETAIL
DRAWING FOR FENCE
SETTING OUT AT ACCESS
SEE STANDARD DETAIL
DRAWING FOR FENCE
SETTING OUT AT ACCESS
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. 4398-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, STORED 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 WOOD STRAINING POSTS AND DROPPERS
AND STEEL STANDARDS.
9. REFER TO 20m INTERVAL CROSS SECTIONS FOR LANDSCAPING AND
FURTHER DRAINAGE DETAILS.
10. ALL ROADMARKING AS PER SARTSM AND STANDARD DRAWINGS.
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
PROPOSED ROAD
WIDENING
FARM / MAJOR ACCESS
CULVERT AND
DIRECTION OF FLOW
RESHAPE EXISTING
SIDE DRAIN
> >
OPEN EARTH V-DRAIN
LINED / UNLINED
CUT-OFF DRAIN
TYPE A SIDE DRAIN
& DOWN CHUTE
TYPE F SIDE DRAIN
& DOWN CHUTE
NEW GUARDRAIL
TYPE A DRAIN WITH
INLET AND DOWNPIPE
V V
V SHAPED TOE DRAIN
POINT SV Y-Coord X-Coord
N7/3 ALIGNMENT DETAILS - WGS84 Lo19°
ECC7
39000
39100
39200
39300
39360.254
39400
39500
39600
39700
39800
39900
40000
16987.150
16927.190
16871.652
16820.699
16792.276
16774.101
16728.372
16682.643
16636.914
16591.186
16545.457
16499.728
3637052.368
3636972.353
3636889.208
3636803.177
3636750.051
3636714.704
3636625.773
3636536.841
3636447.909
3636358.977
3636270.045
3636181.113
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
PROPOSED ROAD RESERVE
POINT
K39-LN1 16978.225 3637008.946
K39-LN2 16963.643 3636991.850
K39-LN3 16883.632 3636869.981
K39-LN4 16830.494 3636775.118
K39-LN5 16755.713 3636639.195
K39-LN6 16747.397 3636630.123
K39-LN7 16646.628 3636434.151
K39-LN8 16639.860 3636412.303
K39-LN9 16625.661 3636384.689
K39-LN10 16583.745 3636295.663
K39-LN11 16562.741 3636262.326
K39-LN12 16556.839 3636252.948
K39-LN13 16546.010 3636229.787
3
7
0
0
0
3
8
0
0
0
39000
40000
41000
42000
43000
S
H
E
E
T
7
O
F
3
5
S
H
E
E
T
10 O
F
35
S
H
E
E
T
8
O
F
3
5
S
H
E
E
T
9 O
F
35
S
H
E
E
T
11 O
F
35
S
H
E
E
T
12 O
F
35
KEY PLAN
N.T.S.
NRB128_17 17181.170 3637241.570 158.536
NRB129_17 16975.680 3637015.950 154.744
NRB130_17 16823.560 3636782.930 149.762
NRB131_17 16680.250 3636504.920 137.757
NRB132_17 16536.250 3636225.070 131.459
NRB133_17 16401.810 3635963.570 128.712
2.0% 2.0%
1
:
1
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 : 120km/h
VERTICAL DESIGN SPEED : 100km/h
POSTED SPEED (Road Signs & Road Markings) : 120km/h
ED
GE
O
F
SU
RF
AC
IN
G
CURVE No TRANS IN (m) TRANS OUT (m) TAN. IN (m) TAN. OUT (m) ANGLE
N7/3 CURVE DETAILS
7 1845.00 0.00 0.00 508.89 508.89 30°50'23"
PIEKENIERSKLOOF PASS
PIKETBERG
SV 39 080
OP264
FARM ACCESS
SV 39 279
CAMP
ACCESS
SV 39 696
CAMP
ACCESS
SV 39 274
CAMP
ACCESS
SV 39 694
CAMP
ACCESS
EDGE OF SURFACING
SV
39
48
0
EN
D O
F
TA
PE
R
SV
39
65
0
ST
AR
T O
F
TA
PE
R
SV
39
55
0
EN
D O
F
TA
PE
R
SV39233
1x600 Ø CULVERT
SKEW=89.812°
SV39852
1x1.8x1.25m CULVERT
SKEW=244.712°
SV
39
72
0
SV
39
79
5
SV
39
99
0
SV
39
90
0
SV
39
18
6
SV
39
28
0
ST
AR
T O
F
TA
PE
R
SV
39
55
0
SV
39
03
0
SV
39
25
0
SV
39
60
0
SV
39
95
0
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
EXISTING ROAD RESERVE
POINT
K39-RE1 16954.772 3637040.526
K39-RE2 16926.000 3637001.893
K39-RE3 16921.517 3636995.875
K39-RE4 16884.028 3636941.391
K39-RE5 16850.439 3636889.087
K39-RE6 16621.423 3636456.934
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
PROPOSED ROAD RESERVE
POINT
K39-RN1 16845.402 3636880.537
K39-RN2 16785.517 3636790.071
K39-RN3 16673.045 3636571.338
K39-RN4 16662.075 3636535.927
K39-RN5 16558.643 3636334.753
K39-RN6 16542.244 3636316.675
K39-RN7 16536.413 3636305.335
K39-RN8 16531.235 3636281.412
REFER TO ROAD MARKING AND ROAD SIGNS
DRAWINGS FOR DETAILS ON ROAD MARKING
AND ROAD SIGNS.
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.007-030-2020/2
N7
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)\4398 N
7 P
iketberg to P
iekenierskloof P
ass (D
M)\07-D
raw
ing\R
oads\W
OR
KIN
G\4398-16-21 Layout-Long sv37-sv43 sht 7-12.dw
g
2019-07-25 B
randc1
50 mm 0 mm 50 mm 100 mm
FOR TENDER
PURPOSES ONLY
PRELIMINARY
DRAWINGS
THE IMPROVEMENT OF NATIONAL ROUTE 7, SECTION 3, BETWEEN
PIKETBERG (km 31.53) AND PIEKENIERSKLOOF PASS (km 65.30)
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
DM MURPHY
950446
DRAFT
FINAL DESIGN
3 3
39 000 40 000
ROADS - LAYOUTS
4398-18
V1
GENERAL ARRANGEMENT AND LONG-SECTION
ROUTE 7, SECTION 3 : SV 39 000 SV 40 000
1:1000 9 35
V1 17/05/2019 ORIGINAL VERSION DM MURPHY
DM MURPHY
950446
17/05/2019
P
IK
E
T
B
E
R
G
18
PIEKENIERSKLOOF PASS
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
SURVEY CONTROL POINTS
POINT
Z
O
P
2
6
4
W KRÜGEL
20045180 (CANDIDATE ENGINEER)
C BRAND
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
PIKETBERG
PIEKENIERSKLOOF PASS
135
Datum 125.0
144
Datum 134.0
Direction
207°12'44"
B.V
.C
40240
256m VC
K=42
LO
W: 129.436
Ch 40271.619
E.V
.C
40496
B.V
.C
40579
593m VC
K=63
HIG
H: 148.989
Ch 40917.035
-0.755 %
40367.931 128.590
5.368 %
40875.589 155.839
-4.052 %
41000.000130.500
-2.0
40
00
0
40
02
0
40
04
0
40
06
0
40
08
0
40
10
0
40
12
0
40
14
0
40
16
0
40
18
0
40
20
0
40
22
0
40
24
0
40
26
0
40
28
0
40
30
0
40
32
0
40
34
0
40
36
0
40
38
0
40
40
0
40
42
0
40
44
0
40
46
0
40
48
0
40
50
0
40
52
0
40
54
0
40
56
0
40
58
0
40
60
0
40
62
0
40
64
0
40
66
0
40
68
0
40
70
0
40
72
0
40
74
0
40
76
0
40
78
0
40
80
0
40
82
0
40
84
0
40
86
0
40
88
0
40
90
0
40
92
0
40
94
0
40
96
0
40
98
0
41
00
0
13
1.1
21
13
0.9
69
13
0.8
19
13
0.6
78
13
0.5
20
13
0.3
72
13
0.2
16
13
0.0
75
12
9.9
11
12
9.7
64
12
9.6
09
12
9.4
54
12
9.3
35
12
9.2
26
12
9.2
09
12
9.2
71
12
9.4
45
12
9.7
41
13
0.0
82
13
0.5
59
13
1.1
17
13
1.7
87
13
2.5
32
13
3.3
82
13
4.3
30
13
5.3
62
13
6.4
45
13
7.5
67
13
8.6
70
13
9.7
44
14
0.7
66
14
1.7
38
14
2.6
64
14
3.5
15
14
4.3
04
14
5.0
24
14
5.6
86
14
6.2
81
14
6.7
82
14
7.2
64
14
7.6
51
14
7.9
86
14
8.2
58
14
8.4
81
14
8.6
38
14
8.7
19
14
8.7
53
14
8.7
04
14
8.6
03
14
8.4
22
14
8.1
96
-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
-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
13
1.2
34
13
1.0
83
13
0.9
32
13
0.7
81
13
0.6
30
13
0.4
79
13
0.3
28
13
0.1
77
13
0.0
26
12
9.8
75
12
9.7
24
12
9.5
73
12
9.4
22
12
9.3
18
12
9.3
11
12
9.3
99
12
9.5
83
12
9.8
62
13
0.2
38
13
0.7
09
13
1.2
76
13
1.9
38
13
2.6
97
13
3.5
51
13
4.5
01
13
5.5
39
13
6.6
06
13
7.6
74
13
8.7
41
13
9.8
09
14
0.8
47
14
1.8
22
14
2.7
33
14
3.5
81
14
4.3
65
14
5.0
86
14
5.7
43
14
6.3
37
14
6.8
68
14
7.3
34
14
7.7
38
14
8.0
77
14
8.3
54
14
8.5
67
14
8.7
16
14
8.8
02
14
8.8
24
14
8.7
83
14
8.6
78
14
8.5
10
14
8.2
78
13
1.3
68
13
1.2
17
13
1.0
66
13
0.9
15
13
0.7
64
13
0.6
13
13
0.4
62
13
0.3
11
13
0.1
60
13
0.0
09
12
9.8
58
12
9.7
07
12
9.5
56
12
9.4
52
12
9.4
45
12
9.5
33
12
9.7
17
12
9.9
96
13
0.3
72
13
0.8
43
13
1.4
10
13
2.0
72
13
2.8
31
13
3.6
85
13
4.6
35
13
5.6
79
13
6.7
52
13
7.8
26
13
8.8
99
13
9.9
73
14
1.0
11
14
1.9
86
14
2.8
97
14
3.7
45
14
4.5
29
14
5.2
50
14
5.9
07
14
6.5
01
14
7.0
32
14
7.4
98
14
7.9
02
14
8.2
41
14
8.5
18
14
8.7
31
14
8.8
80
14
8.9
66
14
8.9
88
14
8.9
47
14
8.8
42
14
8.6
74
14
8.4
42
13
1.2
34
13
1.0
83
13
0.9
32
13
0.7
81
13
0.6
30
13
0.4
79
13
0.3
28
13
0.1
77
13
0.0
26
12
9.8
75
12
9.7
24
12
9.5
73
12
9.4
22
12
9.3
18
12
9.3
11
12
9.3
99
12
9.5
83
12
9.8
62
13
0.2
38
13
0.7
09
13
1.2
76
13
1.9
38
13
2.6
97
13
3.5
51
13
4.5
01
13
5.5
45
13
6.6
18
13
7.6
92
13
8.7
62
13
9.8
33
14
0.8
68
14
1.8
40
14
2.7
48
14
3.5
93
14
4.3
74
14
5.0
92
14
5.7
46
14
6.3
37
14
6.8
68
14
7.3
34
14
7.7
38
14
8.0
77
14
8.3
54
14
8.5
67
14
8.7
16
14
8.8
02
14
8.8
24
14
8.7
83
14
8.6
78
14
8.5
10
14
8.2
78
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
6.8
5
7.0
0
7.1
5
7.3
0
7.4
5
7.6
0
7.7
5
7.9
0
8.0
5
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
CL9034
2000x2150 mm CULVERT
IL = 125.533 m
128.590
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. 4398-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, STORED 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 WOOD STRAINING POSTS AND DROPPERS
AND STEEL STANDARDS.
9. REFER TO 20m INTERVAL CROSS SECTIONS FOR LANDSCAPING AND
FURTHER DRAINAGE DETAILS.
10. ALL ROADMARKING AS PER SARTSM AND STANDARD DRAWINGS.
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
PROPOSED ROAD
WIDENING
FARM / MAJOR ACCESS
CULVERT AND
DIRECTION OF FLOW
RESHAPE EXISTING
SIDE DRAIN
> >
OPEN EARTH V-DRAIN
LINED / UNLINED
CUT-OFF DRAIN
TYPE A SIDE DRAIN
& DOWN CHUTE
TYPE F SIDE DRAIN
& DOWN CHUTE
NEW GUARDRAIL
TYPE A DRAIN WITH
INLET AND DOWNPIPE
V V
V SHAPED TOE DRAIN
POINT SV Y-Coord X-Coord
N7/3 ALIGNMENT DETAILS - WGS84 Lo19°
40000
40100
40200
40300
40400
40500
40600
40700
40800
40900
41000
16499.728
16453.999
16408.271
16362.542
16316.813
16271.084
16225.356
16179.627
16133.898
16088.169
16042.440
3636181.113
3636092.181
3636003.249
3635914.318
3635825.386
3635736.454
3635647.522
3635558.590
3635469.658
3635380.726
3635291.794
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
PROPOSED ROAD RESERVE
POINT
K40-LN1 16520.071 3636166.264
K40-LN2 16482.306 3636092.820
K40-LN3 16401.329 3635953.755
K40-LN4 16378.526 3635897.914
K40-LN5 16365.915 3635873.388
K40-LN6 16283.305 3635725.649
K40-LN7 16273.102 3635692.714
K40-LN8 16267.599 3635682.012
K40-LN9 16240.604 3635639.164
K40-LN10 16168.482 3635488.599
K40-LN11 16164.498 3635470.191
DRAAI AAN DE GROOTE RIVIER 178
REM PTN 7
SG_1162_1905_CT
DRAAI AAN DE GROOTE RIVIER 178
REM PTN 7
SG_1162_1905_CT
NRB133_17
128.712
NRB134_17
137.625
NRB135_17
149.916
Y
+
1
6
0
0
0
Y
+
1
6
0
0
0
Y
+
1
6
2
0
0
Y
+
1
6
4
0
0
Y
+
1
6
6
0
0
Y
+
1
6
6
0
0
Y
+
1
6
4
0
0
Y
+
1
6
2
0
0
X
+
3
6
3
5
4
0
0
X
+
3
6
3
5
6
0
0
X
+
3
6
3
5
8
0
0
X
+
3
6
3
6
0
0
0
X
+
3
6
3
6
2
0
0
X
+
3
6
3
5
6
0
0
X
+
3
6
3
5
8
0
0
X
+
3
6
3
6
0
0
0
X
+
3
6
3
5
6
0
0
X
+
3
6
3
5
2
0
0
K40-LN1K40-LN2
K40-LN3
K40-LN4
K40-LN5
K40-LN6
K40-LN7 K40-LN8
K40-LN9
K40-LN10
K40-LN11
K41-LN1
K41-LN2
K40-RN1
K40-RN2
CL9034
EXISTING 1x2.00x2.15m MAJOR
CULVERT TO BE EXTENDED
CONCRETE LINED
FARM ACCESS
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
CU
T L
IN
E
CU
T L
IN
E
40100 40200 40300 40400 40500 40600 40700 40800 4090040000 41000
>
>
TYPE A
SIDE DRAIN
40
23
0
TYPE A
SIDE DRAIN
40
28
0
39
99
0
TYPE A
SIDE DRAIN
40
39
0
TYPE A
SIDE DRAIN
40
43
0
TYPE A
SIDE DRAIN
OPEN EARTH
V-DRAIN
39
95
0
OPEN EARTH
V-DRAIN
40
52
0
OPEN EARTH
V-DRAIN
40
75
0
OPEN EARTH
V-DRAIN
40
77
0
40
22
0
OPEN EARTH
V-DRAIN
40
57
0
CAMP
ACCESS
CAMP
ACCESS
CAMP
ACCESS
CAMP
ACCESS
FARM
ACCESS
SEE STANDARD DETAIL
DRAWING FOR FENCE
SETTING OUT AT ACCESS
SEE STANDARD DETAIL
DRAWING FOR FENCE
SETTING OUT AT ACCESS
SEE STANDARD DETAIL
DRAWING FOR FENCE
SETTING OUT AT ACCESS
3
7
0
0
0
3
8
0
0
0
39000
40000
41000
42000
43000
S
H
E
E
T
7
O
F
3
5
S
H
E
E
T
10 O
F
35
S
H
E
E
T
8
O
F
3
5
S
H
E
E
T
9 O
F
35
S
H
E
E
T
11 O
F
35
S
H
E
E
T
12 O
F
35
KEY PLAN
N.T.S.
NRB132_17 16536.250 3636225.070 131.459
NRB133_17 16401.810 3635963.570 128.712
NRB134_17 16268.370 3635703.770 137.625
NRB135_17 16132.210 3635439.530 149.916
NRB136_17 15998.360 3635178.790 145.278
2.0% 2.0%
1
:
1
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 : 120km/h
VERTICAL DESIGN SPEED : 100km/h
POSTED SPEED (Road Signs & Road Markings) : 120km/h
ED
GE
O
F
SU
RF
AC
IN
G
PIEKENIERSKLOOF PASS
PIKETBERG
SV 40 197
CAMP
ACCESS
SV 40 437
CAMP
ACCESS
SV 40 194
CAMP
ACCESS
SV 40 344
FARM
ACCESS
SV 40 437
CAMP
ACCESS
> >
EDGE OF SURFACING
SV
40
48
0
ST
AR
T O
F
TA
PE
R
SV
40
58
0
EN
D O
F
TA
PE
R
CULVERT No. CL9034
SV40321
1x2.0x2.15m CULVERT
SKEW=288.650°
SV
40
43
0
SV
40
27
0
SV
40
23
0
SV
40
39
0
SV
40
54
0
EN
D O
F
TA
PE
R
SV
40
74
0
ST
AR
T O
F
TA
PE
R
SV
40
83
4
3.7m
3.0m SURFACED SHOULDER
3.7m
3.0m SURFACED SHOULDER
3.5m
3.7m
1.0m SURFACED SHOULDER
3.7m
1.0m SURFACED SHOULDER
3.5m
SV
40
47
0
SV
40
22
0
SV
40
57
0
SV
40
52
0
SV
40
75
0
SV
40
77
0
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
PROPOSED ROAD RESERVE
POINT
K40-RN1 16150.269 3635539.979
K40-RN2 16130.151 3635517.802
REFER TO ROAD MARKING AND ROAD SIGNS
DRAWINGS FOR DETAILS ON ROAD MARKING
AND ROAD SIGNS.
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.007-030-2020/2
N7
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)\4398 N
7 P
iketberg to P
iekenierskloof P
ass (D
M)\07-D
raw
ing\R
oads\W
OR
KIN
G\4398-16-21 Layout-Long sv37-sv43 sht 7-12.dw
g
2019-07-25 B
randc1
50 mm 0 mm 50 mm 100 mm
FOR TENDER
PURPOSES ONLY
PRELIMINARY
DRAWINGS
THE IMPROVEMENT OF NATIONAL ROUTE 7, SECTION 3, BETWEEN
PIKETBERG (km 31.53) AND PIEKENIERSKLOOF PASS (km 65.30)
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
DM MURPHY
950446
DRAFT
FINAL DESIGN
3 3
40 000 41 000
ROADS - LAYOUTS
4398-19
V1
GENERAL ARRANGEMENT AND LONG-SECTION
ROUTE 7, SECTION 3 : SV 40 000 SV 41 000
1:1000 10 35
V1 17/05/2019 ORIGINAL VERSION DM MURPHY
DM MURPHY
950446
17/05/2019
19
PIEKENIERSKLOOF PASS
PIKETBERG
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
SURVEY CONTROL POINTS
POINT
Z
W KRÜGEL
20045180 (CANDIDATE ENGINEER)
C BRAND
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 L
EV
EL
S
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
PIKETBERGPIEKENIERSKLOOF PASS
C10205
3000x3000 mm CULVERT
IL = 126.368 m
600 mm PC
IL = 127.967 m
144
Datum 134.0
136
Datum 126.0
Direction
207°12'44"
593m VC
K=63
E.V
.C
41172
B.V
.C
41403
196m VC
K=49
E.V
.C
41599
B.V
.C
41711
70m VC
K=333
187m VC
K=273
E.V
.C
41975
-4.052 %
41500.972 130.500
-0.064 %
41745.827 130.343
-0.274 %
41880.987 129.973
-0.959 %
42000.000
-2.0
41
00
0
41
02
0
41
04
0
41
06
0
41
08
0
41
10
0
41
12
0
41
14
0
41
16
0
41
18
0
41
20
0
41
22
0
41
24
0
41
26
0
41
28
0
41
30
0
41
32
0
41
34
0
41
36
0
41
38
0
41
40
0
41
42
0
41
44
0
41
46
0
41
48
0
41
50
0
41
52
0
41
54
0
41
56
0
41
58
0
41
60
0
41
62
0
41
64
0
41
66
0
41
68
0
41
70
0
41
72
0
41
74
0
41
76
0
41
78
0
41
80
0
41
82
0
41
84
0
41
86
0
41
88
0
41
90
0
41
92
0
41
94
0
41
96
0
41
98
0
42
00
0
14
8.1
96
14
7.9
18
14
7.5
44
14
7.0
97
14
6.6
28
14
6.0
63
14
5.4
68
14
4.7
90
14
4.0
31
14
3.2
52
14
2.4
59
14
1.6
50
14
0.8
38
14
0.0
25
13
9.2
20
13
8.4
13
13
7.5
95
13
6.8
09
13
5.9
75
13
5.1
80
13
4.3
59
13
3.5
88
13
2.8
94
13
2.2
68
13
1.7
12
13
1.2
40
13
0.8
66
13
0.5
87
13
0.3
77
13
0.2
46
13
0.1
98
13
0.1
87
13
0.1
73
13
0.1
77
13
0.1
61
13
0.1
46
13
0.1
20
13
0.0
94
13
0.0
39
12
9.9
83
12
9.9
61
12
9.8
48
12
9.7
62
12
9.6
60
12
9.5
47
12
9.4
05
12
9.2
57
12
9.1
17
12
8.9
52
12
8.7
65
12
8.6
06
-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
2
-7
.6
8
-7
.5
3
-7
.3
8
-7
.2
2
-7
.0
7
-6
.9
3
-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
-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
14
8.2
78
14
7.9
83
14
7.6
25
14
7.2
03
14
6.7
17
14
6.1
68
14
5.5
57
14
4.8
84
14
4.1
47
14
3.3
52
14
2.5
44
14
1.7
37
14
0.9
29
14
0.1
22
13
9.3
15
13
8.5
07
13
7.6
99
13
6.8
88
13
6.0
78
13
5.2
67
13
4.4
57
13
3.6
76
13
2.9
76
13
2.3
56
13
1.8
19
13
1.3
62
13
0.9
88
13
0.6
94
13
0.4
82
13
0.3
52
13
0.3
03
13
0.2
90
13
0.2
77
13
0.2
64
13
0.2
51
13
0.2
38
13
0.2
24
13
0.2
00
13
0.1
64
13
0.1
15
13
0.0
58
12
9.9
86
12
9.9
00
12
9.8
00
12
9.6
85
12
9.5
55
12
9.4
10
12
9.2
51
12
9.0
77
12
8.8
89
12
8.6
97
14
8.4
42
14
8.1
47
14
7.7
89
14
7.3
67
14
6.8
81
14
6.3
32
14
5.7
19
14
5.0
43
14
4.3
03
14
3.5
05
14
2.6
95
14
1.8
84
14
1.0
74
14
0.2
64
13
9.4
53
13
8.6
43
13
7.8
33
13
7.0
22
13
6.2
12
13
5.4
01
13
4.5
91
13
3.8
10
13
3.1
10
13
2.4
90
13
1.9
53
13
1.4
96
13
1.1
22
13
0.8
28
13
0.6
16
13
0.4
86
13
0.4
37
13
0.4
24
13
0.4
11
13
0.3
98
13
0.3
85
13
0.3
72
13
0.3
58
13
0.3
34
13
0.2
98
13
0.2
49
13
0.1
92
13
0.1
20
13
0.0
34
12
9.9
34
12
9.8
19
12
9.6
89
12
9.5
44
12
9.3
85
12
9.2
11
12
9.0
23
12
8.8
31
14
8.2
78
14
7.9
83
14
7.6
25
14
7.2
03
14
6.7
17
14
6.1
68
14
5.5
55
14
4.8
79
14
4.1
39
14
3.3
41
14
2.5
31
14
1.7
20
14
0.9
10
14
0.1
06
13
9.3
01
13
8.4
97
13
7.6
93
13
6.8
88
13
6.0
78
13
5.2
67
13
4.4
57
13
3.6
76
13
2.9
76
13
2.3
56
13
1.8
19
13
1.3
62
13
0.9
88
13
0.6
94
13
0.4
82
13
0.3
52
13
0.3
03
13
0.2
90
13
0.2
77
13
0.2
64
13
0.2
51
13
0.2
38
13
0.2
24
13
0.2
00
13
0.1
64
13
0.1
15
13
0.0
58
12
9.9
86
12
9.9
00
12
9.8
00
12
9.6
85
12
9.5
55
12
9.4
10
12
9.2
51
12
9.0
77
12
8.8
89
12
8.6
97
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
7.9
0
7.6
0
7.3
0
7.0
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
130.500
41781
E.V
.C
.
B.V
.C
.
41787
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. 4398-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, STORED 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 WOOD STRAINING POSTS AND DROPPERS
AND STEEL STANDARDS.
9. REFER TO 20m INTERVAL CROSS SECTIONS FOR LANDSCAPING AND
FURTHER DRAINAGE DETAILS.
10. ALL ROADMARKING AS PER SARTSM AND STANDARD DRAWINGS.
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
PROPOSED ROAD
WIDENING
FARM / MAJOR ACCESS
CULVERT AND
DIRECTION OF FLOW
RESHAPE EXISTING
SIDE DRAIN
> >
OPEN EARTH V-DRAIN
LINED / UNLINED
CUT-OFF DRAIN
TYPE A SIDE DRAIN
& DOWN CHUTE
TYPE F SIDE DRAIN
& DOWN CHUTE
NEW GUARDRAIL
TYPE A DRAIN WITH
INLET AND DOWNPIPE
V V
V SHAPED TOE DRAIN
POINT SV Y-Coord X-Coord
N7/3 ALIGNMENT DETAILS - WGS84 Lo19°
41000
41100
41200
41300
41400
41500
41600
41700
41800
41900
42000
16042.440
15996.712
15950.983
15905.254
15859.525
15813.797
15768.068
15722.339
15676.610
15630.882
15585.153
3635291.794
3635202.862
3635113.931
3635024.999
3634936.067
3634847.135
3634758.203
3634669.271
3634580.339
3634491.407
3634402.475
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
PROPOSED ROAD RESERVE
POINT
K41-LN1 16058.706 3635264.450
K41-LN2 16048.942 3635253.686
K41-LN3 16010.072 3635191.992
K41-LN4 15869.940 3634919.467
K41-LN5 15859.511 3634885.801
K41-LN6 15797.903 3634765.987
K41-LN7 15770.845 3634723.041
K41-LN8 15699.869 3634585.010
K41-LN9 15684.188 3634534.391
K41-LN10 15660.895 3634489.091
K41-LN11 15606.495 3634402.746
DRAAI AAN DE GROOTE RIVIER 178
REM PTN 7
SG_1162_1905_CT
DRAAI AAN DE GROOTE RIVIER 178
REM PTN 7
SG_1162_1905_CT
DRAAI AAN DE GROOTE RIVIER 178
REM PTN 20
SG_256_2006_CT
DRAAI AAN DE GROOTE RIVIER 178
REM PTN 20
SG_256_2006_CT
NRB136_17
145.278
NRB137_17
133.471
NRB138_17
129.246
NRB139_17
128.884
X
+
3
6
3
4
4
0
0
X
+
3
6
3
4
4
0
0
Y
+
1
5
6
0
0
Y
+
1
5
6
0
0
X
+
3
6
3
4
6
0
0
X
+
3
6
3
4
6
0
0
X
+
3
6
3
4
8
0
0
X
+
3
6
3
4
8
0
0
X
+
3
6
3
5
0
0
0
X
+
3
6
3
5
2
0
0
X
+
3
6
3
5
2
0
0
X
+
3
6
3
5
0
0
0
Y
+
1
5
8
0
0
Y
+
1
6
0
0
0
Y
+
1
6
0
0
0
K41-RE1
K41-RE2
K41-RE3
K41-RE4
K41-RE5
K41-RE6
K41-RE7
K41-LN1
K41-LN2
K41-LN3 K41-LN4
K41-LN5K41-LN6
K41-LN7 K41-LN8
K41-LN9 K41-LN10
K41-RN1
K41-RN2
K4
1-L
N1
1
C10205
EXISTING 1x3.00x3.00m MAJOR
CULVERT TO BE EXTENDED
EXISTING 1x600 Ø PC
TO BE EXTENDED
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
EXISTING 1x600 Ø PC
REPLACED BY 1x600 Ø PC
CU
T L
IN
E
CU
T L
IN
E
41100 41200 41300 41400 41500 41600 41700 41800 4190041000 42000
>
>
TYPE A
SIDE DRAIN
41
41
0
TYPE A
SIDE DRAIN
41
43
0
41
62
5
TYPE A
SIDE DRAIN
41
62
5
TYPE A
SIDE DRAIN
OPEN EARTH
V-DRAIN
41
81
0
OPEN EARTH
V-DRAIN
41
82
0
41
07
0
OPEN EARTH
V-DRAIN
41
07
0
OPEN EARTH
V-DRAIN
41
96
0
OPEN EARTH
V-DRAIN
41
98
0
SEE STANDARD DETAIL
DRAWING FOR FENCE
SETTING OUT AT ACCESS
OPEN EARTH
V-DRAIN
FARM
ACCESS
FARM
ACCESS
FARM
ACCESS
CAMP
ACCESS
CAMP
ACCESS
CAMP
ACCESS
SEE STANDARD DETAIL
DRAWING FOR FENCE
SETTING OUT AT ACCESS
SEE STANDARD DETAIL
DRAWING FOR FENCE
SETTING OUT AT ACCESS
SEE STANDARD DETAIL
DRAWING FOR FENCE
SETTING OUT AT ACCESS
SEE STANDARD DETAIL
DRAWING FOR FENCE
SETTING OUT AT ACCESS
3
7
0
0
0
3
8
0
0
0
39000
40000
41000
42000
43000
S
H
E
E
T
7
O
F
3
5
S
H
E
E
T
10 O
F
35
S
H
E
E
T
8
O
F
3
5
S
H
E
E
T
9 O
F
35
S
H
E
E
T
11 O
F
35
S
H
E
E
T
12 O
F
35
KEY PLAN
N.T.S.
NRB135_17 16132.210 3635439.530 149.916
NRB136_17 15998.360 3635178.790 145.278
NRB137_17 15863.880 3634917.640 133.471
NRB138_17 15720.150 3634637.420 129.246
NRB139_17 15600.840 3634405.300 128.884
NRB140_17 15440.090 3634092.270 130.839
2.0% 2.0%
1
:
1
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 : 120km/h
VERTICAL DESIGN SPEED : 100km/h
POSTED SPEED (Road Signs & Road Markings) : 120km/h
ED
GE
O
F
SU
RF
AC
IN
G
PIEKENIERSKLOOF PASSPIKETBERG
SV 41 338
CAMP
ACCESS
SV 41 384
FARM
ACCESS
SV 41 802
CAMP
ACCESS
SV 41 358
FARM
ACCESS
SV 41 796
FARM
ACCESS
EDGE OF SURFACING
SV 41 986
CAMP ACCESS
SV
41
83
0
TE
LK
OM
OV
ER
HE
AD
SV
41
21
0
CULVERT No. C10205
SV41508
1x3.0x3.0m CULVERT
SKEW=240.241°
SV41774
1x600 Ø CULVERT
SKEW=88.114°
SV
41
18
5
SV
41
24
0
EN
D O
F
TA
PE
R
SV
41
41
0
SV
41
43
0
SV
41
62
5
SV
41
62
5
SV
41
15
0
SV
41
11
0
ST
AR
T O
F
TA
PE
R
SV
41
01
6
SV
41
34
0
ST
AR
T O
F
TA
PE
R
3.7m
3.0m SURFACED SHOULDER
3.7m
3.0m SURFACED SHOULDER
3.7m
3.0m SURFACED SHOULDER
3.7m
3.0m SURFACED SHOULDER
3.5m
3.7m
1.0m SURFACED SHOULDER
SV
41
38
0
SV
41
31
0
EN
D O
F
TA
PE
R
SV
41
07
0S
V4
10
70
SV
41
81
0
SV
41
98
0
SV
41
82
0
SV
41
82
0
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
EXISTING ROAD RESERVE
POINT
K41-RE1 15848.140 3634952.063
K41-RE2 15788.920 3634836.808
K41-RE3 15783.964 3634827.174
K41-RE4 15657.437 3634581.003
K41-RE5 15644.604 3634561.453
K41-RE6 15623.987 3634526.054
K41-RE7 15591.090 3634452.995
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
PROPOSED ROAD RESERVE
POINT
K41-RN1 15995.225 3635255.402
K41-RN2 15988.818 3635225.797
REFER TO ROAD MARKING AND ROAD SIGNS
DRAWINGS FOR DETAILS ON ROAD MARKING
AND ROAD SIGNS.
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.007-030-2020/2
N7
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)\4398 N
7 P
iketberg to P
iekenierskloof P
ass (D
M)\07-D
raw
ing\R
oads\W
OR
KIN
G\4398-16-21 Layout-Long sv37-sv43 sht 7-12.dw
g
2019-07-25 B
randc1
50 mm 0 mm 50 mm 100 mm
FOR TENDER
PURPOSES ONLY
PRELIMINARY
DRAWINGS
THE IMPROVEMENT OF NATIONAL ROUTE 7, SECTION 3, BETWEEN
PIKETBERG (km 31.53) AND PIEKENIERSKLOOF PASS (km 65.30)
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
DM MURPHY
950446
DRAFT
FINAL DESIGN
3 3
41 000 42 000
ROADS - LAYOUTS
4398-20
V1
GENERAL ARRANGEMENT AND LONG-SECTION
ROUTE 7, SECTION 3 : SV 41 000 SV 42 000
1:1000 11 35
V1 17/05/2019 ORIGINAL VERSION DM MURPHY
DM MURPHY
950446
17/05/2019
20
PIEKENIERSKLOOF PASS
PIKETBERG
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
SURVEY CONTROL POINTS
POINT
Z
O
P
320
W KRÜGEL
20045180 (CANDIDATE ENGINEER)
C BRAND
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
PIKETBERGPIEKENIERSKLOOF PASS
1200x1200 mm BC
IL = 135.499 m
132
Datum 122.0
142
Datum 132.0
Direction
207°12'44"
B.V
.C
42076
241m VC
K=49
LO
W: 127.877
Ch 42122.911
E.V
.C
42317
B.V
.C
42374
320m VC
K=73
HIG
H: 139.753
Ch 42664.603
E.V
.C
42694
B.V
.C
42752
176m VC
K=36
LO
W: 139.434
Ch 42765.906
E.V
.C
42928
B.V
.C
42996
382m VC
K=69
-0.959 %
42196.360 126.947
3.965 %
42534.064 140.337
-0.402 %
42839.740 139.108
4.550 %
43000.000
-2.0
42
00
0
42
02
0
42
04
0
42
06
0
42
08
0
42
10
0
42
12
0
42
14
0
42
16
0
42
18
0
42
20
0
42
22
0
42
24
0
42
26
0
42
28
0
42
30
0
42
32
0
42
34
0
42
36
0
42
38
0
42
40
0
42
42
0
42
44
0
42
46
0
42
48
0
42
50
0
42
52
0
42
54
0
42
56
0
42
58
0
42
60
0
42
62
0
42
64
0
42
66
0
42
68
0
42
70
0
42
72
0
42
74
0
42
76
0
42
78
0
42
80
0
42
82
0
42
84
0
42
86
0
42
88
0
42
90
0
42
92
0
42
94
0
42
96
0
42
98
0
43
00
0
12
8.6
06
12
8.3
80
12
8.1
67
12
7.9
67
12
7.7
92
12
7.6
59
12
7.6
07
12
7.6
59
12
7.7
78
12
7.9
46
12
8.2
07
12
8.6
00
12
9.0
22
12
9.5
30
13
0.1
28
13
0.7
92
13
1.5
57
13
2.3
67
13
3.2
11
13
4.0
03
13
4.7
32
13
5.4
25
13
6.0
48
13
6.6
11
13
7.1
46
13
7.6
14
13
8.0
47
13
8.3
99
13
8.7
11
13
8.9
83
13
9.1
96
13
9.3
37
13
9.4
41
13
9.4
98
13
9.4
89
13
9.4
43
13
9.3
27
13
9.2
25
13
9.1
64
13
9.2
09
13
9.3
51
13
9.5
85
13
9.9
65
14
0.4
31
14
1.0
20
14
1.7
24
14
2.5
02
14
3.3
80
14
4.3
26
14
5.2
87
14
6.1
93
-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
.8
5
-7
.1
5
-7
.4
5
-7
.7
5
-8
.0
5
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
-8
.2
0
12
8.6
97
12
8.5
05
12
8.3
13
12
8.1
21
12
7.9
31
12
7.7
96
12
7.7
44
12
7.7
73
12
7.8
83
12
8.0
76
12
8.3
51
12
8.7
07
12
9.1
45
12
9.6
65
13
0.2
67
13
0.9
51
13
1.7
15
13
2.5
08
13
3.3
01
13
4.0
92
13
4.8
41
13
5.5
36
13
6.1
77
13
6.7
62
13
7.2
94
13
7.7
70
13
8.1
92
13
8.5
60
13
8.8
72
13
9.1
31
13
9.3
34
13
9.4
83
13
9.5
78
13
9.6
17
13
9.6
03
13
9.5
36
13
9.4
55
13
9.3
75
13
9.3
05
13
9.3
28
13
9.4
63
13
9.7
08
14
0.0
62
14
0.5
28
14
1.1
07
14
1.7
98
14
2.6
05
14
3.5
06
14
4.4
16
14
5.3
26
14
6.2
35
12
8.8
31
12
8.6
39
12
8.4
47
12
8.2
55
12
8.0
65
12
7.9
30
12
7.8
78
12
7.9
07
12
8.0
17
12
8.2
10
12
8.4
85
12
8.8
41
12
9.2
79
12
9.7
99
13
0.4
01
13
1.0
85
13
1.8
49
13
2.6
42
13
3.4
35
13
4.2
26
13
4.9
75
13
5.6
70
13
6.3
11
13
6.8
96
13
7.4
28
13
7.9
04
13
8.3
26
13
8.6
94
13
9.0
06
13
9.2
65
13
9.4
68
13
9.6
17
13
9.7
12
13
9.7
51
13
9.7
37
13
9.6
70
13
9.5
89
13
9.5
09
13
9.4
39
13
9.4
62
13
9.5
97
13
9.8
45
14
0.2
05
14
0.6
77
14
1.2
62
14
1.9
59
14
2.7
69
14
3.6
70
14
4.5
80
14
5.4
90
14
6.3
99
12
8.6
97
12
8.5
05
12
8.3
13
12
8.1
21
12
7.9
31
12
7.7
96
12
7.7
44
12
7.7
73
12
7.8
83
12
8.0
76
12
8.3
51
12
8.7
07
12
9.1
45
12
9.6
65
13
0.2
67
13
0.9
51
13
1.7
15
13
2.5
08
13
3.3
01
13
4.0
92
13
4.8
41
13
5.5
36
13
6.1
77
13
6.7
62
13
7.2
94
13
7.7
70
13
8.1
92
13
8.5
60
13
8.8
72
13
9.1
31
13
9.3
34
13
9.4
83
13
9.5
78
13
9.6
17
13
9.6
03
13
9.5
36
13
9.4
55
13
9.3
75
13
9.3
05
13
9.3
28
13
9.4
63
13
9.7
11
14
0.0
71
14
0.5
43
14
1.1
28
14
1.8
25
14
2.6
35
14
3.5
36
14
4.4
46
14
5.3
56
14
6.2
65
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
C10206
4470x3000 mm CULVERT
IL = 122.989 m
126.947
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. 4398-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, STORED 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 WOOD STRAINING POSTS AND DROPPERS
AND STEEL STANDARDS.
9. REFER TO 20m INTERVAL CROSS SECTIONS FOR LANDSCAPING AND
FURTHER DRAINAGE DETAILS.
10. ALL ROADMARKING AS PER SARTSM AND STANDARD DRAWINGS.
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
PROPOSED ROAD
WIDENING
FARM / MAJOR ACCESS
CULVERT AND
DIRECTION OF FLOW
RESHAPE EXISTING
SIDE DRAIN
> >
OPEN EARTH V-DRAIN
LINED / UNLINED
CUT-OFF DRAIN
TYPE A SIDE DRAIN
& DOWN CHUTE
TYPE F SIDE DRAIN
& DOWN CHUTE
NEW GUARDRAIL
TYPE A DRAIN WITH
INLET AND DOWNPIPE
V V
V SHAPED TOE DRAIN
POINT SV Y-Coord X-Coord
N7/3 ALIGNMENT DETAILS - WGS84 Lo19°
42000
42100
42200
42300
42400
42500
42600
42700
42800
42900
43000
15585.153
15539.424
15493.695
15447.967
15402.238
15356.509
15310.780
15265.051
15219.323
15173.594
15127.865
3634402.475
3634313.544
3634224.612
3634135.680
3634046.748
3633957.816
3633868.884
3633779.952
3633691.020
3633602.089
3633513.157
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
PROPOSED ROAD RESERVE
POINT
K42-LN1 15566.068 3634324.126
K42-LN2 15547.529 3634278.724
K42-LN3 15462.587 3634113.532
K42-LN4 15433.731 3634075.532
K42-LN5 15396.575 3634003.272
K42-LN6 15389.213 3633979.507
K42-LN7 15315.643 3633836.431
K42-LN8 15308.493 3633825.082
K42-LN9 15271.430 3633753.003
K42-LN10 15253.234 3633708.443
K42-LN11 15219.611 3633643.054
K42-LN12 15183.531 3633585.735
DRAAI AAN DE GROOTE RIVIER 178
REM PTN 20
SG_256_2006_CT
DRAAI AAN DE GROOTE RIVIER 178
REM PTN 20
SG_256_2006_CT
DRAAI AAN DE GROOTE RIVIER 178
REM PTN 20
SG_256_2006_CT
NRB139_17
128.884 NRB140_17
130.839
NRB141_17
139.304
NRB142_17
141.784
Y
+
1
5
2
0
0
Y
+
1
5
2
0
0
Y
+
1
5
4
0
0
Y
+
1
5
6
0
0
Y
+
1
5
4
0
0
X
+
3
6
3
3
6
0
0
X
+
3
6
3
3
8
0
0
X
+
3
6
3
4
0
0
0
X
+
3
6
3
4
2
0
0
X
+
3
6
3
4
4
0
0
X
+
3
6
3
4
4
0
0
X
+
3
6
3
3
6
0
0
X
+
3
6
3
3
8
0
0
X
+
3
6
3
4
0
0
0
X
+
3
6
3
4
2
0
0
K41-RE7
K42-LN1
K42-LN2 K42-LN3
K42-LN4K42-LN5
K42-LN6 K42-LN7
K42-LN8
K42-LN9
K42-LN10 K42-LN11
K42-LN12
K42-RN1
K42-RN2 K42-RN3
K42-RN4
K4
1-L
N1
1
C10206
EXISTING 1x4.47x3.00m MAJOR
CULVERT TO BE EXTENDED
EXISTING 1x1.20x1.20m
CULVERT TO BE EXTENDED
EXISTING 1x1.20x1.20m
CULVERT TO BE EXTENDED
C10206
EXISTING 1x4.47x3.00m MAJOR
CULVERT TO BE EXTENDED
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
CU
T L
IN
E
CU
T L
IN
E
42100 42200 42300 42400 42500 42600 42700 42800 4290042000 43000
>
>>
TYPE A
SIDE DRAIN
42
06
0
TYPE A
SIDE DRAIN
42
08
0
TYPE A
SIDE DRAIN
42
69
0
TYPE A
SIDE DRAIN
42
75
0
42
26
0
TYPE A
SIDE DRAIN
42
30
0
TYPE A
SIDE DRAIN
42
94
0
TYPE A
SIDE DRAIN
42
88
0
TYPE A
SIDE DRAIN
OPEN EARTH
V-DRAIN
42
46
0
42
67
0
41
98
0
OPEN EARTH
V-DRAIN
42
66
0
OPEN EARTH
V-DRAIN
42
70
0
OPEN EARTH
V-DRAIN
CAMP
ACCESS
CAMP
ACCESS
CAMP
ACCESS
CAMP
ACCESS
SEE STANDARD DETAIL
DRAWING FOR FENCE
SETTING OUT AT ACCESS
SEE STANDARD DETAIL
DRAWING FOR FENCE
SETTING OUT AT ACCESS
SEE STANDARD DETAIL
DRAWING FOR FENCE
SETTING OUT AT ACCESS
3
7
0
0
0
3
8
0
0
0
39000
40000
41000
42000
43000
S
H
E
E
T
7
O
F
3
5
S
H
E
E
T
10 O
F
35
S
H
E
E
T
8
O
F
3
5
S
H
E
E
T
9 O
F
35
S
H
E
E
T
11 O
F
35
S
H
E
E
T
12 O
F
35
KEY PLAN
N.T.S.
NRB138_17 15720.150 3634637.420 129.246
NRB139_17 15600.840 3634405.300 128.884
NRB140_17 15440.090 3634092.270 130.839
NRB141_17 15300.220 3633821.310 139.304
NRB142_17 15177.680 3633582.110 141.784
NRB143_17 15027.280 3633289.680 154.014
2.0% 2.0%
1
:
1
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 : 120km/h
VERTICAL DESIGN SPEED : 100km/h
POSTED SPEED (Road Signs & Road Markings) : 120km/h
ED
GE
O
F
SU
RF
AC
IN
G
PIKETBERG
SV 42 386
CAMP
ACCESS
SV 42 381
CAMP
ACCESS
EDGE OF SURFACING
SV
42
81
0
ST
AR
T O
F
TA
PE
R
SV
42
91
0
EN
D O
F
TA
PE
R
CULVERT No. C10206
SV42136
1x4.47x3.0m CULVERT
SKEW=258.343°
SV42824
1x1.2x1.2m CULVERT
SKEW=64.67°
PIEKENIERSKLOOF PASS
SV
42
06
0
SV
42
08
0
SV
42
26
0
SV
42
30
0
SV
42
69
0
SV
42
88
0
SV
42
94
0
SV
42
75
0
3.7m
3.0m SURFACED SHOULDER
3.7m
3.0m SURFACED SHOULDER
SV
42
46
0
SV
42
66
0
SV
42
67
0
SV
42
70
0
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
PROPOSED ROAD RESERVE
POINT
K42-RN1 15528.012 3634330.272
K42-RN2 15500.674 3634300.127
K42-RN3 15490.073 3634279.510
K42-RN4 15484.803 3634246.179
REFER TO ROAD MARKING AND ROAD SIGNS
DRAWINGS FOR DETAILS ON ROAD MARKING
AND ROAD SIGNS.
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.007-030-2020/2
N7
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)\4398 N
7 P
iketberg to P
iekenierskloof P
ass (D
M)\07-D
raw
ing\R
oads\W
OR
KIN
G\4398-16-21 Layout-Long sv37-sv43 sht 7-12.dw
g
2019-07-25 B
randc1
50 mm 0 mm 50 mm 100 mm
FOR TENDER
PURPOSES ONLY
PRELIMINARY
DRAWINGS
THE IMPROVEMENT OF NATIONAL ROUTE 7, SECTION 3, BETWEEN
PIKETBERG (km 31.53) AND PIEKENIERSKLOOF PASS (km 65.30)
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
DM MURPHY
950446
DRAFT
FINAL DESIGN
3 3
42 000 43 000
ROADS - LAYOUTS
4398-21
V1
GENERAL ARRANGEMENT AND LONG-SECTION
ROUTE 7, SECTION 3 : SV 42 000 SV 43 000
1:1000 12 35
V1 17/05/2019 ORIGINAL VERSION DM MURPHY
DM MURPHY
950446
17/05/2019
21
PIEKENIERSKLOOF PASS
PIKETBERG
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
SURVEY CONTROL POINTS
POINT
Z
W KRÜGEL
20045180 (CANDIDATE ENGINEER)
C BRAND
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 L
EV
EL
S
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
PIKETBERG PIEKENIERSKLOOF PASS
600 mm PC
IL = 149.392 m
155
Datum 145.0
Direction
207°12'44"
382m VC
K=69
HIG
H: 153.402
Ch 43311.325
E.V
.C
43378
B.V
.C
43419
176m VC
K=69
LO
W: 152.360
Ch 43485.850
E.V
.C
43595
B.V
.C
43630
200m VC
K=4200
E.V
.C
43830
4.550 %
43187.434 154.928
-0.970 %
43506.970 151.830
1.581 %
43730.000 155.355
1.533 %
44000.000
-2.0
43
00
0
43
02
0
43
04
0
43
06
0
43
08
0
43
10
0
43
12
0
43
14
0
43
16
0
43
18
0
43
20
0
43
22
0
43
24
0
43
26
0
43
28
0
43
30
0
43
32
0
43
34
0
43
36
0
43
38
0
43
40
0
43
42
0
43
44
0
43
46
0
43
48
0
43
50
0
43
52
0
43
54
0
43
56
0
43
58
0
43
60
0
43
62
0
43
64
0
43
66
0
43
68
0
43
70
0
43
72
0
43
74
0
43
76
0
43
78
0
43
80
0
43
82
0
43
84
0
43
86
0
43
88
0
43
90
0
43
92
0
43
94
0
43
96
0
43
98
0
44
00
0
14
6.1
93
14
7.0
29
14
7.8
28
14
8.5
85
14
9.2
73
14
9.9
10
15
0.4
66
15
0.9
89
15
1.4
62
15
1.8
45
15
2.1
97
15
2.5
10
15
2.7
32
15
2.9
10
15
3.0
39
15
3.1
09
15
3.1
37
15
3.0
88
15
2.9
92
15
2.8
08
15
2.6
16
15
2.4
14
15
2.2
60
15
2.1
54
15
2.1
14
15
2.1
25
15
2.1
97
15
2.3
25
15
2.5
13
15
2.7
56
15
3.0
54
15
3.3
81
15
3.6
79
15
3.9
96
15
4.2
97
15
4.6
05
15
4.9
61
15
5.2
57
15
5.5
49
15
5.8
56
15
6.1
59
15
6.4
59
15
6.7
77
15
7.0
86
15
7.4
00
15
7.7
01
15
8.0
08
15
8.3
17
15
8.6
21
15
8.9
30
15
9.2
20
-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
.8
0
-9
.6
0
-1
0.2
0
-1
0.2
0
-1
5.1
4
-2
0.0
9
-2
5.0
3
-2
7.5
0
-2
7.5
0
-2
7.5
0
-2
7.5
0
-2
2.5
6
-1
7.6
1
-1
2.6
7
-1
0.0
0
-9
.6
0
-9
.2
0
-8
.8
0
-8
.4
0
14
6.2
35
14
7.1
06
14
7.9
19
14
8.6
74
14
9.3
71
15
0.0
11
15
0.5
93
15
1.1
17
15
1.5
83
15
1.9
92
15
2.3
42
15
2.6
35
15
2.8
70
15
3.0
47
15
3.1
67
15
3.2
28
15
3.2
32
15
3.1
78
15
3.0
66
15
2.8
97
15
2.7
03
15
2.5
09
15
2.3
48
15
2.2
44
15
2.1
98
15
2.2
10
15
2.2
80
15
2.4
08
15
2.5
93
15
2.8
37
15
3.1
36
15
3.4
52
15
3.7
56
15
4.0
56
15
4.3
58
15
4.6
71
15
4.8
84
15
5.0
97
15
5.3
08
15
5.5
68
15
5.8
77
15
6.1
84
15
6.4
91
15
6.8
97
15
7.3
02
15
7.7
07
15
8.0
67
15
8.3
82
15
8.6
97
15
9.0
11
15
9.3
26
14
6.3
99
14
7.2
70
14
8.0
83
14
8.8
38
14
9.5
35
15
0.1
75
15
0.7
57
15
1.2
81
15
1.7
47
15
2.1
56
15
2.5
06
15
2.7
99
15
3.0
34
15
3.2
11
15
3.3
31
15
3.3
92
15
3.3
96
15
3.3
42
15
3.2
30
15
3.0
61
15
2.8
67
15
2.6
73
15
2.5
12
15
2.4
08
15
2.3
62
15
2.3
74
15
2.4
44
15
2.5
72
15
2.7
57
15
3.0
01
15
3.3
00
15
3.6
16
15
3.9
32
15
4.2
48
15
4.5
62
15
4.8
75
15
5.1
87
15
5.4
99
15
5.8
09
15
6.1
18
15
6.4
27
15
6.7
34
15
7.0
41
15
7.3
48
15
7.6
54
15
7.9
61
15
8.2
67
15
8.5
74
15
8.8
81
15
9.1
87
15
9.4
94
14
6.2
65
14
7.1
36
14
7.9
49
14
8.7
04
14
9.4
01
15
0.0
41
15
0.6
23
15
1.1
47
15
1.6
13
15
2.0
22
15
2.3
72
15
2.6
65
15
2.9
00
15
3.0
77
15
3.1
97
15
3.2
58
15
3.2
62
15
3.2
08
15
3.0
96
15
2.9
27
15
2.7
33
15
2.5
39
15
2.3
78
15
2.2
74
15
2.2
28
15
2.2
40
15
2.3
10
15
2.4
38
15
2.6
23
15
2.8
67
15
3.1
66
15
3.4
82
15
3.7
98
15
4.1
14
15
4.4
28
15
4.7
41
15
5.0
53
15
5.3
65
15
5.6
75
15
5.9
84
15
6.2
93
15
6.6
00
15
6.9
07
15
7.2
14
15
7.5
20
15
7.8
27
15
8.0
35
15
8.2
42
15
8.4
50
15
8.7
07
15
9.0
14
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
11
.6
4
16
.5
9
21
.5
3
24
.0
0
24
.0
0
154.928
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. 4398-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, STORED 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 WOOD STRAINING POSTS AND DROPPERS
AND STEEL STANDARDS.
9. REFER TO 20m INTERVAL CROSS SECTIONS FOR LANDSCAPING AND
FURTHER DRAINAGE DETAILS.
10. ALL ROADMARKING AS PER SARTSM AND STANDARD DRAWINGS.
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
PROPOSED ROAD
WIDENING
FARM / MAJOR ACCESS
CULVERT AND
DIRECTION OF FLOW
RESHAPE EXISTING
SIDE DRAIN
> >
OPEN EARTH V-DRAIN
LINED / UNLINED
CUT-OFF DRAIN
TYPE A SIDE DRAIN
& DOWN CHUTE
TYPE F SIDE DRAIN
& DOWN CHUTE
NEW GUARDRAIL
TYPE A DRAIN WITH
INLET AND DOWNPIPE
V V
V SHAPED TOE DRAIN
POINT SV Y-Coord X-Coord
N7/3 ALIGNMENT DETAILS - WGS84 Lo19°
43000
43100
43200
43300
43400
43500
43600
43700
43800
43900
44000
15127.865
15082.136
15036.408
14990.679
14944.950
14899.221
14853.493
14807.764
14762.035
14716.306
14670.578
3633513.157
3633424.225
3633335.293
3633246.361
3633157.429
3633068.497
3632979.565
3632890.633
3632801.702
3632712.770
3632623.838
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
PROPOSED ROAD RESERVE
POINT
K43-LN1 15118.011 3633458.313
K43-LN2 15105.260 3633417.152
K43-LN3 15039.525 3633289.314
K43-LN4 15020.493 3633259.105
K43-LN5 14832.515 3632893.532
K43-LN6 14798.292 3632783.058
K43-LN7 14765.565 3632719.411
DRAAI AAN DE GROOTE RIVIER 178
REM PTN 20
SG_256_2006_CT
DRAAI AAN DE GROOTE RIVIER 178
REM PTN 9
SG_382_1913_CT
DRAAI AAN DE GROOTE RIVIER 178
REM PTN 9
SG_382_1913_CT
DRAAI AAN DE GROOTE RIVIER 178
REM PTN 9
SG_382_1913_CT
NRB143_17
154.014
NRB144_17
150.233
NRB145_17
156.678
Y
+
1
4
6
0
0
Y
+
1
5
0
0
0
Y
+
1
5
2
0
0
Y
+
1
5
2
0
0
Y
+
1
5
0
0
0
Y
+
1
4
8
0
0
Y
+
1
4
6
0
0
Y
+
1
4
6
0
0
X
+
3
6
3
2
6
0
0
X
+
3
6
3
2
8
0
0
X
+
3
6
3
3
2
0
0
X
+
3
6
3
3
0
0
0
X
+
3
6
3
3
4
0
0
X
+
3
6
3
3
6
0
0
X
+
3
6
3
3
4
0
0
X
+
3
6
3
3
2
0
0
X
+
3
6
3
3
0
0
0
X
+
3
6
3
2
8
0
0
K43-RE1
K43-LN1
K43-LN2
K43-LN3
K43-LN4
K43-LN5
K43-LN6 K43-LN7
K44-LN1
K43-RN1
K43-RN2
EXISTING 1x600 Ø PC
TO BE EXTENDED
REPLACE EXISTING
1x600 Ø PC
REPLACE EXISTING
1x600 Ø PC
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
EXISTING 1x600 Ø PC
CU
T L
IN
E
CU
T L
IN
E
43100 43200 43300 43400 43500 43600 43700
43800
43900
43000 44000
>>>>>>>>
>>>>>>>>>
>
TYPE A
SIDE DRAIN
43
36
0
TYPE A
SIDE DRAIN
43
38
0
43
56
0
TYPE A
SIDE DRAIN
43
58
0
TYPE A
SIDE DRAIN
OPEN EARTH
V-DRAIN
43
08
0
OPEN EARTH
V-DRAIN
43
08
0
43
25
0
OPEN EARTH
V-DRAIN
43
31
0
OPEN EARTH
V-DRAIN
43
96
0
OPEN EARTH
V-DRAIN
OPEN EARTH
V-DRAIN
43
80
0
FARM
ACCESS
CAMP
ACCESS
CAMP
ACCESS
SEE STANDARD DETAIL
DRAWING FOR FENCE
SETTING OUT AT ACCESS
SEE STANDARD DETAIL
DRAWING FOR FENCE
SETTING OUT AT ACCESS
43000 4400045000
46000
47000
48000
49000
SHEET 13 OF 35 SHEET 14 OF 35SHEET 15 OF 35
SH
EE
T 1
7 O
F 3
5
SH
EE
T 1
6 O
F 3
5
SH
EE
T 1
8 O
F 3
5
KEY PLAN
N.T.S.
NRB142_17 15177.680 3633582.110 141.784
NRB143_17 15027.280 3633289.680 154.014
NRB144_17 14889.570 3633021.370 150.233
NRB145_17 14756.010 3632762.110 156.678
NRB146_17 14617.390 3632492.880 161.081
2.0% 2.0%
1
:
1
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 : 120km/h
VERTICAL DESIGN SPEED : 100km/h
POSTED SPEED (Road Signs & Road Markings) : 120km/h
ED
GE
O
F
SU
RF
AC
IN
G
PIEKENIERSKLOOF PASSPIKETBERG
SV 43 720
CAMP
ACCESS
SV 43 720
FARM
ACCESS
>>>
EDGE OF SURFACING
SV
41
83
0
TE
LK
OM
OV
ER
HE
AD
SV43505
1x600 Ø CULVERT
SKEW=89.38°
SV
43
36
0
SV
43
53
5
SV 43 026
CAMP
ACCESS
SV
43
38
0
SV
43
58
0
3.7m
1.0m SURFACED SHOULDER
3.5m
3.7m
3.0m SURFACED SHOULDER
SV
43
08
0
SV
43
25
0
SV
43
08
0
SV
43
31
0
SV
43
08
0
SV
43
08
0
>>>>>>>>
>>>>>>
SV 43 908
EXIT REST
AREA
SV 43 902
EXIT REST
AREA
SV 43 708
ENTRY REST
AREA
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
EXISTING ROAD RESERVE
POINT
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
PROPOSED ROAD RESERVE
POINT
K43-RE1 15080.911 3633460.276 K43-RN1 14694.998 3632709.496
K43-RN2 14656.125 3632666.643
REFER TO ROAD MARKING AND ROAD SIGNS
DRAWINGS FOR DETAILS ON ROAD MARKING
AND ROAD SIGNS.
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.007-030-2020/2
N7
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)\4398 N
7 P
iketberg to P
iekenierskloof P
ass (D
M)\07-D
raw
ing\R
oads\W
OR
KIN
G\4398-22-26 Layout-Long sv43-sv48 sht 13-17.dw
g
2019-07-26 B
randc1
50 mm 0 mm 50 mm 100 mm
FOR TENDER
PURPOSES ONLY
PRELIMINARY
DRAWINGS
THE IMPROVEMENT OF NATIONAL ROUTE 7, SECTION 3, BETWEEN
PIKETBERG (km 31.53) AND PIEKENIERSKLOOF PASS (km 65.30)
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
DM MURPHY
950446
DRAFT
FINAL DESIGN
3 3
43 000 44 000
ROADS - LAYOUTS
4398-22
V1
GENERAL ARRANGEMENT AND LONG-SECTION
ROUTE 7, SECTION 3 : SV 43 000 SV 44 000
1:1000 13 35
V1 17/05/2019 ORIGINAL VERSION DM MURPHY
DM MURPHY
950446
17/05/2019
22
PIEKENIERSKLOOF PASS
PIKETBERG
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
SURVEY CONTROL POINTS
POINT
Z
W KRÜGEL
20045180 (CANDIDATE ENGINEER)
C BRAND
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 L
EV
EL
S
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
PIKETBERG
PIEKENIERSKLOOF PASS
164
Datum 154.0
Direction
207°12'44"
B.V
.C
44084
407m VC
K=235
HIG
H: 163.544
Ch 44444.315
E.V
.C
44491
1.533 %
44287.444 163.900
-0.198 %
45000.000
-2.0
44
00
0
44
02
0
44
04
0
44
06
0
44
08
0
44
10
0
44
12
0
44
14
0
44
16
0
44
18
0
44
20
0
44
22
0
44
24
0
44
26
0
44
28
0
44
30
0
44
32
0
44
34
0
44
36
0
44
38
0
44
40
0
44
42
0
44
44
0
44
46
0
44
48
0
44
50
0
44
52
0
44
54
0
44
56
0
44
58
0
44
60
0
44
62
0
44
64
0
44
66
0
44
68
0
44
70
0
44
72
0
44
74
0
44
76
0
44
78
0
44
80
0
44
82
0
44
84
0
44
86
0
44
88
0
44
90
0
44
92
0
44
94
0
44
96
0
44
98
0
45
00
0
15
9.2
20
15
9.5
47
15
9.8
58
16
0.1
74
16
0.4
98
16
0.7
83
16
1.0
75
16
1.3
48
16
1.5
98
16
1.8
28
16
2.0
43
16
2.2
32
16
2.4
27
16
2.5
64
16
2.7
27
16
2.8
42
16
2.9
46
16
3.0
33
16
3.1
14
16
3.1
87
16
3.2
36
16
3.2
57
16
3.2
75
16
3.2
67
16
3.2
48
16
3.2
19
16
3.1
73
16
3.1
50
16
3.0
98
16
3.0
50
16
3.0
33
16
2.9
96
16
2.9
55
16
2.9
08
16
2.8
60
16
2.8
48
16
2.7
88
16
2.7
34
16
2.7
11
16
2.6
74
16
2.6
32
16
2.6
02
16
2.5
31
16
2.5
02
16
2.4
60
16
2.4
17
16
2.3
73
16
2.3
46
16
2.3
07
16
2.2
72
16
2.2
21
-8
.4
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
2
-7
.6
8
-7
.5
3
-7
.3
8
-7
.2
2
-7
.0
7
-6
.9
3
-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
15
9.3
26
15
9.6
36
15
9.9
43
16
0.2
50
16
0.5
56
16
0.8
57
16
1.1
42
16
1.4
09
16
1.6
60
16
1.8
93
16
2.1
10
16
2.3
09
16
2.4
91
16
2.6
57
16
2.8
05
16
2.9
36
16
3.0
51
16
3.1
48
16
3.2
28
16
3.2
92
16
3.3
38
16
3.3
67
16
3.3
79
16
3.3
74
16
3.3
52
16
3.3
15
16
3.2
76
16
3.2
36
16
3.1
97
16
3.1
57
16
3.1
17
16
3.0
78
16
3.0
40
16
3.0
03
16
2.9
67
16
2.9
30
16
2.8
93
16
2.8
57
16
2.8
20
16
2.7
84
16
2.7
47
16
2.7
11
16
2.6
72
16
2.6
33
16
2.5
93
16
2.5
54
16
2.5
14
16
2.4
75
16
2.4
35
16
2.3
95
16
2.3
56
15
9.4
94
15
9.8
00
16
0.1
07
16
0.4
14
16
0.7
20
16
1.0
21
16
1.3
06
16
1.5
73
16
1.8
24
16
2.0
57
16
2.2
74
16
2.4
73
16
2.6
55
16
2.8
21
16
2.9
69
16
3.1
00
16
3.2
15
16
3.3
12
16
3.3
92
16
3.4
56
16
3.5
02
16
3.5
31
16
3.5
43
16
3.5
38
16
3.5
16
16
3.4
79
16
3.4
40
16
3.4
00
16
3.3
61
16
3.3
21
16
3.2
81
16
3.2
42
16
3.2
02
16
3.1
63
16
3.1
23
16
3.0
84
16
3.0
44
16
3.0
04
16
2.9
65
16
2.9
25
16
2.8
86
16
2.8
46
16
2.8
06
16
2.7
67
16
2.7
27
16
2.6
88
16
2.6
48
16
2.6
09
16
2.5
69
16
2.5
29
16
2.4
90
15
9.0
14
15
9.3
20
15
9.6
27
16
0.0
32
16
0.4
38
16
0.8
38
16
1.1
72
16
1.4
39
16
1.6
90
16
1.9
23
16
2.1
40
16
2.3
39
16
2.5
21
16
2.6
87
16
2.8
35
16
2.9
66
16
3.0
81
16
3.1
78
16
3.2
58
16
3.3
22
16
3.3
68
16
3.3
97
16
3.4
09
16
3.4
04
16
3.3
82
16
3.3
45
16
3.3
06
16
3.2
66
16
3.2
27
16
3.1
87
16
3.1
47
16
3.1
08
16
3.0
68
16
3.0
29
16
2.9
89
16
2.9
50
16
2.9
10
16
2.8
70
16
2.8
31
16
2.7
91
16
2.7
52
16
2.7
12
16
2.6
72
16
2.6
33
16
2.5
93
16
2.5
54
16
2.5
14
16
2.4
75
16
2.4
35
16
2.3
95
16
2.3
56
24
.0
0
24
.0
0
24
.0
0
19
.0
6
14
.1
1
9.1
7
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
163.900
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. 4398-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, STORED 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 WOOD STRAINING POSTS AND DROPPERS
AND STEEL STANDARDS.
9. REFER TO 20m INTERVAL CROSS SECTIONS FOR LANDSCAPING AND
FURTHER DRAINAGE DETAILS.
10. ALL ROADMARKING AS PER SARTSM AND STANDARD DRAWINGS.
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
PROPOSED ROAD
WIDENING
FARM / MAJOR ACCESS
CULVERT AND
DIRECTION OF FLOW
RESHAPE EXISTING
SIDE DRAIN
> >
OPEN EARTH V-DRAIN
LINED / UNLINED
CUT-OFF DRAIN
TYPE A SIDE DRAIN
& DOWN CHUTE
TYPE F SIDE DRAIN
& DOWN CHUTE
NEW GUARDRAIL
TYPE A DRAIN WITH
INLET AND DOWNPIPE
V V
V SHAPED TOE DRAIN
POINT SV Y-Coord X-Coord
N7/3 ALIGNMENT DETAILS - WGS84 Lo19°
44000
44100
44200
44300
44400
44500
44600
44700
44800
44900
45000
14670.578
14624.849
14579.120
14533.391
14487.662
14441.934
14396.205
14350.476
14304.747
14259.019
14213.290
3632623.838
3632534.906
3632445.974
3632357.042
3632268.110
3632179.178
3632090.246
3632001.315
3631912.383
3631823.451
3631734.519
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
PROPOSED ROAD RESERVE
POINT
K44-LN1 14685.239 3632613.633
K44-LN2 14400.352 3632059.593
K44-LN3 14395.302 3632052.943
K44-LN4 14234.945 3631731.522
DRAAI AAN DE GROOTE RIVIER 178
REM PTN 9
SG_382_1913_CT
DRAAI AAN DE GROOTE RIVIER 178
REM PTN 9
SG_382_1913_CT
GROOTE EYLANDS VALLEY 156
REM PTN 1
SG_1176_1878_CT
GROOTE EYLANDS VALLEY 156
REM PTN 1
SG_1176_1878_CT
GROOTE EYLANDS VALLEY 156
REM PTN 1
SG_1176_1878_CT
NRB146_17
161.081
NRB147_17
162.681
NRB148_17
161.730
NRB149_17
162.287
X
+
3
6
3
1
8
0
0
X
+
3
6
3
1
8
0
0
X
+
3
6
3
2
0
0
0
X
+
3
6
3
2
2
0
0
X
+
3
6
3
2
4
0
0
X
+
3
6
3
2
6
0
0
X
+
3
6
3
2
6
0
0
X
+
3
6
3
2
4
0
0
X
+
3
6
3
2
2
0
0
X
+
3
6
3
2
0
0
0
Y
+
1
4
2
0
0
Y
+
1
4
4
0
0
Y
+
1
4
6
0
0
Y
+
1
4
6
0
0
Y
+
1
4
4
0
0
Y
+
1
4
6
0
0
Y
+
1
4
8
0
0
K44-LE1
K44-LE2
K44-RE1K44-RE2
K44-RE3
K44-RE4
K44-LN1K44-LN2
K44-LN3
K44-LN4
K43-RN2
K44-RN1
K44-RN2
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
CU
T L
IN
E
CU
T LIN
E
44100 44200 44300 44400 44500 44600 44700 44800 4490044000 45000
STOP
STOP
>>>>>>>>
>
>
>>
OPEN
EARTH
V-DRAIN
44
98
0
FARM
ACCESS
FARM
ACCESS
CAMP
ACCESS
INTERSECTION TO BE
UPGRADED. REFER TO
DRAWING 4398-71 &
4398-?? FOR DETAILS.
INTERSECTION TO BE
UPGRADED. REFER TO
DRAWING 4398-72 &
4398-?? FOR DETAILS.
SEE STANDARD DETAIL
DRAWING FOR FENCE
SETTING OUT AT ACCESS
43000 4400045000
46000
47000
48000
49000
SHEET 13 OF 35 SHEET 14 OF 35SHEET 15 OF 35
SH
EE
T 1
7 O
F 3
5
SH
EE
T 1
6 O
F 3
5
SH
EE
T 1
8 O
F 3
5
KEY PLAN
N.T.S.
NRB145_17 14756.010 3632762.110 156.678
NRB146_17 14617.390 3632492.880 161.081
NRB147_17 14480.260 3632226.100 162.681
NRB148_17 14364.100 3631958.580 161.730
NRB149_17 14210.330 3631700.530 162.287
2.0% 2.0%
1
:
1
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 : 120km/h
VERTICAL DESIGN SPEED : 100km/h
POSTED SPEED (Road Signs & Road Markings) : 120km/h
ED
GE
O
F
SU
RF
AC
IN
G
PIEKENIERSKLOOF PASS
PIKETBERG
SV 44 446
CAMP
ACCESS
SV 44 827
OP323
GROENVLEI
EDGE OF SURFACING
SV
44
53
6
>
>
> >
>>
STOP
STOP
SV 44 449
DR2165 POOLS
STATION
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
SV
44
63
0
ST
AR
T O
F
TA
PE
R
SV
44
83
0
EN
D O
F
TA
PE
R
SV
44
90
0
SV
44
98
0
>>>>
SV 44 102
ENTRY REST
AREA
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
EXISTING ROAD RESERVE
POINT
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
PROPOSED ROAD RESERVE
POINT
K44-RN1 14621.039 3632598.409
K44-RN2 14608.778 3632541.758
K44-RE1 14598.531 3632521.823
K44-RE2 14542.364 3632412.535
K44-RE3 14418.033 3632242.985
K44-RE4 14355.588 3632049.504
REFER TO ROAD MARKING AND ROAD SIGNS
DRAWINGS FOR DETAILS ON ROAD MARKING
AND ROAD SIGNS.
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.007-030-2020/2
N7
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)\4398 N
7 P
iketberg to P
iekenierskloof P
ass (D
M)\07-D
raw
ing\R
oads\W
OR
KIN
G\4398-22-26 Layout-Long sv43-sv48 sht 13-17.dw
g
2019-07-26 B
randc1
50 mm 0 mm 50 mm 100 mm
FOR TENDER
PURPOSES ONLY
PRELIMINARY
DRAWINGS
THE IMPROVEMENT OF NATIONAL ROUTE 7, SECTION 3, BETWEEN
PIKETBERG (km 31.53) AND PIEKENIERSKLOOF PASS (km 65.30)
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
DM MURPHY
950446
DRAFT
FINAL DESIGN
3 3
44 000 45 000
ROADS - LAYOUTS
4398-23
V1
GENERAL ARRANGEMENT AND LONG-SECTION
ROUTE 7, SECTION 3 : SV 44 000 SV 45 000
1:1000 14 35
V1 17/05/2019 ORIGINAL VERSION DM MURPHY
DM MURPHY
950446
17/05/2019
23
PIEKENIERSKLOOF PASS
PIKETBERG
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
SURVEY CONTROL POINTS
POINT
Z
OP
323
D
R
2
1
6
5
W KRÜGEL
20045180 (CANDIDATE ENGINEER)
C BRAND
160
Datum 150.0
45
00
0
45
02
0
45
04
0
45
06
0
45
08
0
45
10
0
45
12
0
45
14
0
45
16
0
45
18
0
45
20
0
45
22
0
45
24
0
45
26
0
45
28
0
45
30
0
45
32
0
45
34
0
45
36
0
45
38
0
45
40
0
45
42
0
45
44
0
45
46
0
45
48
0
45
50
0
45
52
0
45
54
0
45
56
0
45
58
0
45
60
0
45
62
0
45
64
0
45
66
0
45
68
0
45
70
0
45
72
0
45
74
0
45
76
0
45
78
0
45
80
0
45
82
0
45
84
0
45
86
0
45
88
0
45
90
0
45
92
0
45
94
0
45
96
0
45
98
0
46
00
0
16
2.2
21
16
2.1
81
16
2.1
25
16
2.0
53
16
1.9
89
16
1.8
80
16
1.7
68
16
1.6
59
16
1.5
37
16
1.3
96
16
1.2
50
16
1.0
75
16
0.8
91
16
0.7
10
16
0.4
83
16
0.2
81
16
0.0
74
15
9.8
42
15
9.5
94
15
9.3
40
15
9.0
62
15
8.7
68
15
8.4
70
15
8.1
42
15
7.8
30
15
7.5
22
15
7.1
79
15
6.8
73
15
6.5
69
15
6.3
58
15
6.2
75
15
6.2
96
15
6.4
19
15
6.7
06
15
7.0
38
15
7.5
19
15
8.1
29
15
8.7
44
15
9.4
03
15
9.9
97
16
0.5
13
16
0.9
78
16
1.3
90
16
1.7
46
16
2.0
10
16
2.1
82
16
2.3
32
16
2.5
22
16
2.4
37
16
2.3
68
16
2.2
54
-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
.4
2
-6
.1
3
-5
.8
5
-5
.8
5
-5
.8
5
-6
.1
3
-6
.4
2
16
2.3
56
16
2.3
16
16
2.2
71
16
2.2
09
16
2.1
30
16
2.0
33
16
1.9
20
16
1.7
93
16
1.6
65
16
1.5
35
16
1.3
87
16
1.2
18
16
1.0
28
16
0.8
17
16
0.5
99
16
0.3
98
16
0.2
98
16
0.2
11
16
0.0
91
15
9.8
50
15
9.5
72
15
9.2
75
15
8.9
59
15
8.6
36
15
8.3
14
15
7.9
91
15
7.6
69
15
7.3
30
15
6.9
13
15
6.5
85
15
6.3
89
15
6.4
06
15
6.5
54
15
6.8
16
15
7.1
91
15
7.6
81
15
8.2
77
15
8.8
96
15
9.4
84
16
0.0
19
16
0.5
02
16
0.9
32
16
1.3
09
16
1.6
34
16
1.9
11
16
2.1
37
16
2.3
09
16
2.3
86
16
2.4
13
16
2.3
23
16
2.1
84
16
2.4
90
16
2.4
50
16
2.4
05
16
2.3
43
16
2.2
64
16
2.1
67
16
2.0
54
16
1.9
27
16
1.7
99
16
1.6
69
16
1.5
21
16
1.3
52
16
1.1
62
16
0.9
51
16
0.7
33
16
0.5
16
16
0.2
98
16
0.0
77
15
9.8
39
15
9.5
82
15
9.3
04
15
9.0
07
15
8.6
91
15
8.3
68
15
8.0
46
15
7.7
23
15
7.4
01
15
7.0
79
15
6.7
79
15
6.5
85
15
6.5
06
15
6.5
40
15
6.6
88
15
6.9
50
15
7.3
25
15
7.8
15
15
8.4
11
15
9.0
30
15
9.6
18
16
0.1
53
16
0.6
36
16
1.0
66
16
1.4
43
16
1.7
68
16
2.0
40
16
2.2
59
16
2.4
26
16
2.5
03
16
2.5
30
16
2.4
46
16
2.3
13
16
2.3
56
16
2.3
16
16
2.2
71
16
2.2
09
16
2.1
30
16
2.0
33
16
1.9
20
16
1.7
93
16
1.6
65
16
1.5
35
16
1.3
87
16
1.2
18
16
1.0
28
16
0.8
17
16
0.5
99
16
0.3
82
16
0.1
64
15
9.9
26
15
9.5
88
15
9.3
14
15
9.0
36
15
8.7
39
15
8.4
23
15
8.1
00
15
7.7
78
15
7.4
55
15
7.1
33
15
6.8
27
15
6.6
28
15
6.4
51
15
6.3
72
15
6.4
06
15
6.5
54
15
6.8
16
15
7.1
91
15
7.6
81
15
8.2
77
15
8.8
96
15
9.4
84
16
0.0
19
16
0.5
02
16
0.9
32
16
1.3
09
16
1.6
34
16
1.9
11
16
2.1
37
16
2.3
09
16
2.3
86
16
2.4
13
16
2.3
23
16
2.1
84
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
6.4
2
6.1
3
5.8
5
5.8
5
5.8
5
6.1
3
6.4
2
Direction
207°12'44"
45352
B.C
.C
.
Curve 8 Right
Radius=2000m
I= 5°41'43"
45550
E.C
.C
.
Direction
212°54'27"
Curve 9 R
R=5000m
I=0°10'57"
Direction
213°05'25"
45918
B.C
.C
.
Curve 10 Left
Radius=5000m
I= 0°29'47"
45962
E.C
.C
.
Direction
212°35'38"
B.V
.C
45024
103m VC
K=234
E.V
.C
45127
B.V
.C
45170
87m VC
K=192
E.V
.C
45257
B.V
.C
45330
105m VC
K=202
E.V
.C
45435
B.V
.C
45547
166m VC
K=35
LO
W: 156.504
Ch 45603.996
E.V
.C
45713
B.V
.C
45738
190m VC
K=76
45930
45960
HIG
H: 162.530
Ch 45960.000
145m VC
K=80
-0.198 %
45075.179 162.341
-0.639 %
45213.680 161.456
-1.090 %
45382.655 159.615
-1.612 %
45630.106 155.626
3.098 %
45832.914 161.909
0.598 %
45930.000 162.490
0.133 %
45960.000 162.530
-0.338 %
46000.000
-2.0
4.0
-2.0
-2.0-2.0
-2.0
-2.0-2.0
-2.0
-4.0
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 L
EV
EL
S
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
45928
E.V
.C
B.V
.C
45964
ROAD OVER
RAIL BRIDGE
B4173
IL = 156.754 m
PIKETBERG PIEKENIERSKLOOF PASS
45642
B.C
.C
E.C
.C
45658
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. 4398-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, STORED 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 WOOD STRAINING POSTS AND DROPPERS
AND STEEL STANDARDS.
9. REFER TO 20m INTERVAL CROSS SECTIONS FOR LANDSCAPING AND
FURTHER DRAINAGE DETAILS.
10. ALL ROADMARKING AS PER SARTSM AND STANDARD DRAWINGS.
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
PROPOSED ROAD
WIDENING
FARM / MAJOR ACCESS
CULVERT AND
DIRECTION OF FLOW
RESHAPE EXISTING
SIDE DRAIN
> >
OPEN EARTH V-DRAIN
LINED / UNLINED
CUT-OFF DRAIN
TYPE A SIDE DRAIN
& DOWN CHUTE
TYPE F SIDE DRAIN
& DOWN CHUTE
NEW GUARDRAIL
TYPE A DRAIN WITH
INLET AND DOWNPIPE
V V
V SHAPED TOE DRAIN
POINT SV Y-Coord X-Coord
N7/3 ALIGNMENT DETAILS - WGS84 Lo19°
BCC8
HPI 9
ECC8
45000
45100
45200
45300
45351.524
45400
45450.927
45500
45550.330
45600
14213.290
14167.561
14121.832
14076.104
14052.542
14029.854
14007.049
13979.809
13953.000
13926.015
3631734.519
3631645.587
3631556.655
3631467.723
3631421.902
3631379.064
3631333.428
3631292.499
3631249.905
3631208.205
BCC9
HPI 10
ECC9
BCC10
HPI 10B
ECC10
45642.034
45649.999
45657.965
45700
45800
45900
45918.345
45940.003
45961.660
46000
13903.178
13898.851
13894.502
13871.553
13816.958
13762.362
13752.345
13740.521
13728.854
13708.203
3631172.915
3631166.228
3631159.554
3631124.337
3631040.556
3630956.775
3630941.404
3630923.259
3630905.012
3630872.711
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
PROPOSED ROAD RESERVE
POINT
K45-LN1 14049.928 3631372.026
K45-LN2 13893.405 3631101.178
K45-LN3 13809.913 3630971.505
K45-LN4 13791.949 3630952.149
GROOTE EYLANDS VALLEY 156
REM PTN 1
SG_1176_1878_CT
GROOTE EYLANDS VALLEY 156
REM PTN 1
SG_1176_1878_CT
GROOTE EYLANDS VALLEY 156
REM PTN 1
SG_1176_1878_CT
NRB149_17
162.287
NRB150_17
159.687
NRB151_17
153.928
NRB152_17
162.294
X
+
3
6
3
0
8
0
0
X
+
3
6
3
0
8
0
0
X
+
3
6
3
1
0
0
0
X
+
3
6
3
1
2
0
0
X
+
3
6
3
1
4
0
0
X
+
3
6
3
1
6
0
0
X
+
3
6
3
1
8
0
0
X
+
3
6
3
1
8
0
0
X
+
3
6
3
1
6
0
0
X
+
3
6
3
1
2
0
0
X
+
3
6
3
1
4
0
0
X
+
3
6
3
1
0
0
0
Y
+
1
3
8
0
0
Y
+
1
3
8
0
0
Y
+
1
4
0
0
0
Y
+
1
4
2
0
0
Y
+
1
4
2
0
0
Y
+
1
4
0
0
0
K45-RE1
K45-RE2
K45-RE3
K45-RE5
K45-RE4
K45-RE6
K45-RE7
K44-LN4 K45-LN1
K45-LN2
K45-LN3
K45-LN4
K45-RE8
EXISTING ROAD OVER
RAIL BRIDGE B4173
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
CU
T LIN
E
CU
T LIN
E
45100 45200 45300 BCC8: 45351.524
45400
45500
EC
C8: 4
5550.3
30
45000
45600
45700
45800
45900
>
> > > > >
>>
TY
PE
A
SID
E D
RA
IN
45600
TY
PE
A
SID
E D
RA
IN
45630
OPEN
EARTH
V-DRAIN
44
98
0
OPEN EARTH
V-DRAIN
45
05
0
OPEN
EARTH
V-DR
AIN
45450
45
27
0
OPEN EARTH
V-DRAIN
45
32
0
OPEN EARTH
V-DRAIN
45530
OP
EN
EA
RT
H
V-D
RA
IN
CAMP
ACCESS
CA
MP
AC
CE
SS
CAMP
ACCESS
GUARDRAIL AND TYPE A
DRAINS AT BRIDGE SITES
TO BE PLACED AS PER
STANDARD DETAIL.
BC
C9: 4
5642.0
34
46000
EC
C10: 4
5961.6
60
BC
C10: 4
5918.3
45
EC
C9: 4
5657.9
65
SEE STANDARD DETAIL
DRAWING FOR FENCE
SETTING OUT AT ACCESS
SEE STANDARD DETAIL
DRAWING FOR FENCE
SETTING OUT AT ACCESS
43000 4400045000
46000
47000
48000
49000
SHEET 13 OF 35 SHEET 14 OF 35SHEET 15 OF 35
SH
EE
T 1
7 O
F 3
5
SH
EE
T 1
6 O
F 3
5
SH
EE
T 1
8 O
F 3
5
KEY PLAN
N.T.S.
NRB148_17 14364.100 3631958.580 161.730
NRB149_17 14210.330 3631700.530 162.287
NRB150_17 14070.400 3631429.860 159.687
NRB151_17 13922.640 3631179.460 153.928
NRB152_17 13753.660 3630929.190 162.294
NRB153_17 13607.720 3630689.990 157.746
2.0% 2.0%
1
:
1
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 : 120km/h
VERTICAL DESIGN SPEED : 100km/h
POSTED SPEED (Road Signs & Road Markings) : 120km/h
ED
GE
O
F
SU
RF
AC
IN
G
CURVE No TRANS IN (m) TRANS OUT (m) TAN. IN (m) TAN. OUT (m) ANGLE
N7/3 CURVE DETAILS
8
9
10
2000.00
5000.00
5000.00
0.00
0.00
0.00
0.00
0.00
0.00
99.48
7.97
21.66
99.48
7.97
21.66
5°41'43"
0°10'57"
0°29'47"
RADIUS (m)
PIEKENIERSKLOOF PASS
PIKETBERG
> >
> >> > > > > >
EDGE OF SURFACING
SV 45 427
CAMP
ACCESS
SV 45 412
CAMP
ACCESS
SV
45
63
0
SV
45
94
5
RO
AD
O
VE
R
RA
IL
B
RID
GE
SV 45 635
CAMP
ACCESS
SV
45
60
0
3.7m
3.0m SURFACED SHOULDER
3.7m
3.0m SURFACED SHOULDER
SV45945
BRIDGE B4173
SKEW=312.9°
SV
45
32
0
SV
45
05
0
SV
45
27
0
SV
45
45
0
SV
45
53
0
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
EXISTING ROAD RESERVE
POINT
K45-RE1 14142.349 3631634.913
K45-RE2 14084.369 3631522.166
K45-RE3 14036.237 3631432.012
K45-RE4 14000.455 3631369.624
K45-RE5 13956.370 3631296.877
K45-RE6 13830.879 3631102.269
K45-RE7 13737.332 3630967.648
K45-RE8 13724.057 3630936.190
REFER TO ROAD MARKING AND ROAD SIGNS
DRAWINGS FOR DETAILS ON ROAD MARKING
AND ROAD SIGNS.
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.007-030-2020/2
N7
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)\4398 N
7 P
iketberg to P
iekenierskloof P
ass (D
M)\07-D
raw
ing\R
oads\W
OR
KIN
G\4398-22-26 Layout-Long sv43-sv48 sht 13-17.dw
g
2019-07-26 B
randc1
50 mm 0 mm 50 mm 100 mm
FOR TENDER
PURPOSES ONLY
PRELIMINARY
DRAWINGS
THE IMPROVEMENT OF NATIONAL ROUTE 7, SECTION 3, BETWEEN
PIKETBERG (km 31.53) AND PIEKENIERSKLOOF PASS (km 65.30)
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
DM MURPHY
950446
DRAFT
FINAL DESIGN
3 3
45 000 46 000
ROADS - LAYOUTS
4398-24
V1
GENERAL ARRANGEMENT AND LONG-SECTION
ROUTE 7, SECTION 3 : SV 45 000 SV 46 000
1:1000 15 35
V1 17/05/2019 ORIGINAL VERSION DM MURPHY
WF KRÜGEL
20045180 (CANDIDATE ENGINEER)
DM MURPHY
950446
C BRAND
DM MURPHY
950446
17/05/2019
24
PIE
KE
NIE
RS
KL
OO
F P
AS
S
PIKETBERG
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
SURVEY CONTROL POINTS
POINT
Z
160
Datum 150.0
46
00
0
46
02
0
46
04
0
46
06
0
46
08
0
46
10
0
46
12
0
46
14
0
46
16
0
46
18
0
46
20
0
46
22
0
46
24
0
46
26
0
46
28
0
46
30
0
46
32
0
46
34
0
46
36
0
46
38
0
46
40
0
46
42
0
46
44
0
46
46
0
46
48
0
46
50
0
46
52
0
46
54
0
46
56
0
46
58
0
46
60
0
46
62
0
46
64
0
46
66
0
46
68
0
46
70
0
46
72
0
46
74
0
46
76
0
46
78
0
46
80
0
46
82
0
46
84
0
46
86
0
46
88
0
46
90
0
46
92
0
46
94
0
46
96
0
46
98
0
47
00
0
16
2.2
54
16
2.0
34
16
1.7
70
16
1.4
61
16
1.0
41
16
0.6
27
16
0.1
85
15
9.7
98
15
9.4
74
15
9.1
96
15
8.9
82
15
8.8
37
15
8.7
56
15
8.6
80
15
8.6
12
15
8.5
37
15
8.4
78
15
8.4
15
15
8.3
44
15
8.2
72
15
8.2
03
15
8.1
31
15
8.0
58
15
7.9
97
15
7.9
27
15
7.8
49
15
7.7
79
15
7.7
01
15
7.6
31
15
7.5
58
15
7.4
88
15
7.4
11
15
7.3
52
15
7.2
68
15
7.2
11
15
7.1
33
15
7.0
55
15
6.9
79
15
6.9
18
15
6.8
52
15
6.7
81
15
6.7
04
15
6.6
34
15
6.5
56
15
6.4
80
15
6.4
06
15
6.3
67
15
6.2
88
15
6.2
14
15
6.1
50
15
6.0
75
-6
.4
2
-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
.8
3
-7
.3
3
-7
.8
3
-8
.3
3
-8
.8
3
-9
.3
3
16
2.1
84
16
1.9
95
16
1.7
62
16
1.4
79
16
1.1
45
16
0.7
62
16
0.3
36
15
9.9
34
15
9.5
95
15
9.3
17
15
9.1
01
15
8.9
48
15
8.8
56
15
8.7
87
15
8.7
19
15
8.6
50
15
8.5
80
15
8.5
11
15
8.4
41
15
8.3
70
15
8.2
99
15
8.2
28
15
8.1
56
15
8.0
84
15
8.0
12
15
7.9
39
15
7.8
65
15
7.7
92
15
7.7
18
15
7.6
43
15
7.5
69
15
7.4
95
15
7.4
21
15
7.3
47
15
7.2
72
15
7.1
98
15
7.1
24
15
7.0
51
15
6.9
78
15
6.9
06
15
6.8
35
15
6.7
65
15
6.6
96
15
6.6
27
15
6.5
59
15
6.4
90
15
6.4
14
15
6.3
38
15
6.2
64
15
6.1
90
15
6.1
17
16
2.3
13
16
2.1
29
16
1.8
96
16
1.6
13
16
1.2
79
16
0.8
96
16
0.4
70
16
0.0
68
15
9.7
29
15
9.4
51
15
9.2
35
15
9.0
82
15
8.9
90
15
8.9
21
15
8.8
53
15
8.7
84
15
8.7
14
15
8.6
45
15
8.5
75
15
8.5
04
15
8.4
33
15
8.3
62
15
8.2
90
15
8.2
18
15
8.1
46
15
8.0
73
15
7.9
99
15
7.9
26
15
7.8
52
15
7.7
77
15
7.7
03
15
7.6
29
15
7.5
55
15
7.4
81
15
7.4
06
15
7.3
32
15
7.2
58
15
7.1
85
15
7.1
12
15
7.0
40
15
6.9
69
15
6.8
99
15
6.8
30
15
6.7
61
15
6.6
93
15
6.6
26
15
6.5
60
15
6.4
95
15
6.4
30
15
6.3
67
15
6.3
04
16
2.1
84
16
1.9
95
16
1.7
62
16
1.4
79
16
1.1
45
16
0.7
62
16
0.3
36
15
9.9
34
15
9.5
95
15
9.3
17
15
9.1
01
15
8.9
48
15
8.8
56
15
8.7
87
15
8.7
19
15
8.6
50
15
8.5
80
15
8.5
11
15
8.4
41
15
8.3
70
15
8.2
99
15
8.2
28
15
8.1
56
15
8.0
84
15
8.0
12
15
7.9
39
15
7.8
65
15
7.7
92
15
7.7
18
15
7.6
43
15
7.5
69
15
7.4
95
15
7.4
21
15
7.3
47
15
7.2
72
15
7.1
98
15
7.1
24
15
7.0
51
15
6.9
78
15
6.9
06
15
6.8
35
15
6.7
65
15
6.6
96
15
6.6
27
15
6.5
59
15
6.4
92
15
6.4
26
15
6.3
61
15
6.2
96
15
6.2
33
15
6.1
70
6.4
2
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
Direction
212°35'38"
Curve 11 Right
Radius=5000m
I= 0°16'15"
Direction
212°51'53"
145m VC
K=80
E.V
.C
46109
117m VC
K=64
E.V
.C
46237
B.V
.C
46273
283m VC
K=10116
E.V
.C
46556
B.V
.C
46711
438m VC
K=4921
-0.338 %
46036.281 162.272
-2.152 %
46179.070 159.199
-0.343 %
46414.621 158.391
-0.371 %
46930.279 156.478
-0.282 %
47000.000
-2.0
-2.0-2.0
-2.0
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 L
EV
EL
S
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
B.V
.C
46121
PIKETBERG
PIEKENIERSKLOOF PASS
46218
B.C
.C
E.C
.C
46242
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. 4398-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, STORED 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 WOOD STRAINING POSTS AND DROPPERS
AND STEEL STANDARDS.
9. REFER TO 20m INTERVAL CROSS SECTIONS FOR LANDSCAPING AND
FURTHER DRAINAGE DETAILS.
10. ALL ROADMARKING AS PER SARTSM AND STANDARD DRAWINGS.
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
PROPOSED ROAD
WIDENING
FARM / MAJOR ACCESS
CULVERT AND
DIRECTION OF FLOW
RESHAPE EXISTING
SIDE DRAIN
> >
OPEN EARTH V-DRAIN
LINED / UNLINED
CUT-OFF DRAIN
TYPE A SIDE DRAIN
& DOWN CHUTE
TYPE F SIDE DRAIN
& DOWN CHUTE
NEW GUARDRAIL
TYPE A DRAIN WITH
INLET AND DOWNPIPE
V V
V SHAPED TOE DRAIN
POINT SV Y-Coord X-Coord
N7/3 ALIGNMENT DETAILS - WGS84 Lo19°
46300
46400
46500
46600
46700
46800
46900
47000
13546.318
13492.052
13437.786
13383.520
13329.255
13274.989
13220.723
13166.458
3630620.133
3630536.138
3630452.143
3630368.147
3630284.152
3630200.156
3630116.161
3630032.165
BCC11
HPI 11
ECC11
46000
46100
46200
46218.183
46230.003
46241.823
13708.203
13654.334
13600.466
13590.671
13584.303
13577.889
3630872.711
3630788.460
3630704.209
3630688.889
3630678.930
3630669.002
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
PROPOSED ROAD RESERVE
POINT
K46-LN1 13679.058 3630777.4102
K46-LN2 13650.625 3630746.7746
K46-LN3 13397.142 3630354.4202
K46-LN4 13381.808 3630337.8987
K46-LN5 13353.958 3630294.7445
K46-LN6 13345.492 3630274.6689
K46-LN7 13213.890 3630070.9680
K46-LN8 13193.723 3630032.8228
GROOTE EYLANDS VALLEY 156
REM PTN 1
SG_1176_1878_CT
GROOTE EYLANDS VALLEY 156
REM PTN 1
SG_1176_1878_CT
GROOTE EYLANDS VALLEY 156
REM PTN 12
SG_9253_1950_CT
GROOTE EYLANDS VALLEY 156
REM PTN 12
SG_9253_1950_CT
NRB153_17
157.746
NRB154_17
157.735
NRB155_17
156.815
Y
+
1
3
2
0
0
X
+
3
6
3
0
0
0
0
X
+
3
6
3
0
2
0
0
X
+
3
6
3
0
4
0
0
X
+
3
6
3
0
6
0
0
X
+
3
6
3
0
8
0
0
X
+
3
6
3
0
2
0
0
X
+
3
6
3
0
4
0
0
X
+
3
6
3
0
6
0
0
X
+
3
6
3
0
8
0
0
Y
+
1
3
2
0
0
Y
+
1
3
4
0
0
Y
+
1
3
6
0
0
Y
+
1
3
8
0
0
Y
+
1
3
8
0
0
Y
+
1
3
4
0
0
Y
+
1
3
6
0
0
K46-RE1
K46-RE2K46-RE3
K46-RE4
K46-LN1
K46-LN2
K46-LN3
K46-LN4
K46-LN5
K46-LN6
K46-LN7
K46-LN8
EXISTING ROAD OVER
RAIL BRIDGE B4173
CONCRETE LINED
CAMP ACCESSCONCRETE LINED
CAMP ACCESS
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
CU
T LIN
E
CU
T L
IN
E
46300 46400 46500 46600 46700 46800 46900 47000
46100
46200ECC11: 46241.823
>>
>>
>>
>
>>
46
14
0
TYPE A
SIDE DRAIN
46
18
0
TYPE A
SIDE DRAIN
OPEN EARTH
V-DRAIN
46
37
0
OPEN EARTH
V-DRAIN
46
70
0
46
59
0
OPEN EARTH
V-DRAIN
46
90
0
OPEN EARTH
V-DRAIN
CAMP
ACCESS
CAMP
ACCESS
CAMP
ACCESS
CAMP
ACCESS
GUARDRAIL AND TYPE A
DRAINS AT BRIDGE SITES
TO BE PLACED AS PER
STANDARD DETAIL.
46000ECC10: 45961.660
BCC11: 46218.183
SEE STANDARD DETAIL
DRAWING FOR FENCE
SETTING OUT AT ACCESS
SEE STANDARD DETAIL
DRAWING FOR FENCE
SETTING OUT AT ACCESS
43000 4400045000
46000
47000
48000
49000
SHEET 13 OF 35 SHEET 14 OF 35SHEET 15 OF 35
SH
EE
T 1
7 O
F 3
5
SH
EE
T 1
6 O
F 3
5
SH
EE
T 1
8 O
F 3
5
KEY PLAN
N.T.S.
NRB152_17 13753.660 3630929.190 162.294
NRB153_17 13607.720 3630689.990 157.746
NRB154_17 13431.490 3630417.110 157.735
NRB155_17 13278.560 3630180.870 156.815
NRB156_17 13099.540 3629902.830 155.354
2.0% 2.0%
1
:
1
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 : 120km/h
VERTICAL DESIGN SPEED : 100km/h
POSTED SPEED (Road Signs & Road Markings) : 120km/h
ED
GE
O
F
SU
RF
AC
IN
G
PIEKENIERSKLOOF PASS
PIKETBERG
SV46 508
CAMP
ACCESS
SV 46 504
CAMP
ACCESS
SV 46 881
OP328
FARM ACCESS
> > > >
EDGE OF SURFACING
SV
46
18
0
SV
46
14
0
SV 46 210
CAMP
ACCESS
SV
46
78
2
TE
LK
OM
OV
ER
HE
AD
>>
>>
> >
3.7m
3.0m SURFACED SHOULDER
3.7m
3.0m SURFACED SHOULDER
SV
46
37
0
SV
46
59
0
SV
46
70
0
SV
46
90
0
11 5000.00 0.00 0.00 11.82 11.82
CURVE No TRANS IN (m) TRANS OUT (m) TAN. IN (m) TAN. OUT (m) ANGLE
N7/3 CURVE DETAILS
0°16'15"
RADIUS (m)
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
EXISTING ROAD RESERVE
POINT
K46-RE1 13663.392 3630842.139
K46-RE2 13643.616 3630811.481
K46-RE3 13258.286 3630214.143
K46-RE4 13149.902 3630045.905
REFER TO ROAD MARKING AND ROAD SIGNS
DRAWINGS FOR DETAILS ON ROAD MARKING
AND ROAD SIGNS.
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.007-030-2020/2
N7
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)\4398 N
7 P
iketberg to P
iekenierskloof P
ass (D
M)\07-D
raw
ing\R
oads\W
OR
KIN
G\4398-22-26 Layout-Long sv43-sv48 sht 13-17.dw
g
2019-07-26 B
randc1
50 mm 0 mm 50 mm 100 mm
FOR TENDER
PURPOSES ONLY
PRELIMINARY
DRAWINGS
THE IMPROVEMENT OF NATIONAL ROUTE 7, SECTION 3, BETWEEN
PIKETBERG (km 31.53) AND PIEKENIERSKLOOF PASS (km 65.30)
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
DM MURPHY
950446
DRAFT
FINAL DESIGN
3 3
46 000 47 000
ROADS - LAYOUTS
4398-25
V1
GENERAL ARRANGEMENT AND LONG-SECTION
ROUTE 7, SECTION 3 : SV 46 000 SV 47 000
1:1000 16 35
V1 17/05/2019 ORIGINAL VERSION DM MURPHY
DM MURPHY
950446
17/05/2019
25
PIEKENIERSKLOOF PASS
PIKETBERG
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
SURVEY CONTROL POINTS
POINT
Z
W KRÜGEL
20045180 (CANDIDATE ENGINEER)
C BRAND
OP
328
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 L
EV
EL
S
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
PIKETBERGPIEKENIERSKLOOF PASS
600 mm PC
IL = 153.940 m
600 mm PC
IL = 152.217 m
160
Datum 150.0
Direction
212°51'53"
Curve 11 Left
Radius=0m
I= 0°01'17"
47405
Direction
212°50'35"
438m VC
K=4921
E.V
.C
47149
B.V
.C
47183
302m VC
K=8175
E.V
.C
47485
B.V
.C
47603
250m VC
K=1629
E.V
.C
47853
-0.282 %
47334.102 155.339
-0.245 %
47727.728 154.374
-0.092 %
48000.000
-2.0
-2.0-2.0
-2.0
-2.0-2.0
-2.0
47
00
0
47
02
0
47
04
0
47
06
0
47
08
0
47
10
0
47
12
0
47
14
0
47
16
0
47
18
0
47
20
0
47
22
0
47
24
0
47
26
0
47
28
0
47
30
0
47
32
0
47
34
0
47
36
0
47
38
0
47
40
0
47
42
0
47
44
0
47
46
0
47
48
0
47
50
0
47
52
0
47
54
0
47
56
0
47
58
0
47
60
0
47
62
0
47
64
0
47
66
0
47
68
0
47
70
0
47
72
0
47
74
0
47
76
0
47
78
0
47
80
0
47
82
0
47
84
0
47
86
0
47
88
0
47
90
0
47
92
0
47
94
0
47
96
0
47
98
0
48
00
0
15
6.0
75
15
6.0
13
15
5.9
51
15
5.8
83
15
5.8
39
15
5.7
80
15
5.7
17
15
5.6
60
15
5.6
13
15
5.5
58
15
5.5
05
15
5.4
54
15
5.4
10
15
5.3
30
15
5.2
98
15
5.2
35
15
5.1
86
15
5.1
51
15
5.0
83
15
5.0
01
15
4.9
71
15
4.9
15
15
4.8
64
15
4.8
14
15
4.7
54
15
4.7
02
15
4.6
51
15
4.6
05
15
4.5
41
15
4.4
83
15
4.4
27
15
4.3
80
15
4.3
26
15
4.2
81
15
4.2
42
15
4.1
99
15
4.1
66
15
4.1
33
15
4.1
49
15
4.1
13
15
4.0
82
15
4.0
66
15
4.0
64
15
4.0
43
15
4.0
18
15
4.0
11
15
3.9
86
15
3.9
70
15
3.9
61
15
3.9
35
15
3.9
31
-9
.3
3
-9
.8
3
-1
0.3
3
-1
0.4
0
-1
0.4
0
-1
0.4
0
-1
0.4
0
-1
0.4
0
-1
0.4
0
-1
0.4
0
-1
0.4
0
-1
0.0
7
-9
.5
7
-9
.0
7
-8
.5
7
-8
.0
7
-7
.5
7
-7
.0
7
-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
15
6.1
17
15
6.0
45
15
5.9
74
15
5.9
12
15
5.8
53
15
5.7
94
15
5.7
36
15
5.6
79
15
5.6
22
15
5.5
66
15
5.5
09
15
5.4
60
15
5.4
15
15
5.3
70
15
5.3
26
15
5.2
82
15
5.2
39
15
5.1
96
15
5.1
51
15
5.0
99
15
5.0
48
15
4.9
97
15
4.9
47
15
4.8
97
15
4.8
47
15
4.7
98
15
4.7
49
15
4.7
00
15
4.6
51
15
4.6
02
15
4.5
53
15
4.5
05
15
4.4
59
15
4.4
16
15
4.3
75
15
4.3
37
15
4.3
01
15
4.2
68
15
4.2
37
15
4.2
08
15
4.1
82
15
4.1
59
15
4.1
38
15
4.1
19
15
4.1
00
15
4.0
82
15
4.0
64
15
4.0
45
15
4.0
27
15
4.0
09
15
3.9
90
15
6.3
04
15
6.2
42
15
6.1
81
15
6.1
20
15
6.0
61
15
6.0
02
15
5.9
44
15
5.8
87
15
5.8
30
15
5.7
74
15
5.7
17
15
5.6
62
15
5.6
06
15
5.5
52
15
5.4
97
15
5.4
44
15
5.3
90
15
5.3
37
15
5.2
85
15
5.2
33
15
5.1
82
15
5.1
31
15
5.0
81
15
5.0
31
15
4.9
81
15
4.9
32
15
4.8
83
15
4.8
34
15
4.7
85
15
4.7
36
15
4.6
87
15
4.6
39
15
4.5
93
15
4.5
50
15
4.5
09
15
4.4
71
15
4.4
35
15
4.4
02
15
4.3
71
15
4.3
42
15
4.3
16
15
4.2
93
15
4.2
72
15
4.2
53
15
4.2
34
15
4.2
16
15
4.1
98
15
4.1
79
15
4.1
61
15
4.1
43
15
4.1
24
15
6.1
70
15
6.1
08
15
6.0
47
15
5.9
86
15
5.9
27
15
5.8
68
15
5.8
10
15
5.7
53
15
5.6
96
15
5.6
40
15
5.5
83
15
5.5
28
15
5.4
72
15
5.4
18
15
5.3
63
15
5.3
10
15
5.2
56
15
5.2
03
15
5.1
51
15
5.0
99
15
5.0
48
15
4.9
97
15
4.9
47
15
4.8
97
15
4.8
47
15
4.7
98
15
4.7
49
15
4.7
00
15
4.6
51
15
4.6
02
15
4.5
53
15
4.5
05
15
4.4
59
15
4.4
16
15
4.3
75
15
4.3
37
15
4.3
01
15
4.2
68
15
4.2
37
15
4.2
08
15
4.1
82
15
4.1
59
15
4.1
38
15
4.1
19
15
4.1
00
15
4.0
82
15
4.0
64
15
4.0
45
15
4.0
27
15
4.0
09
15
3.9
90
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
155.339
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. 4398-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, STORED 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 WOOD STRAINING POSTS AND DROPPERS
AND STEEL STANDARDS.
9. REFER TO 20m INTERVAL CROSS SECTIONS FOR LANDSCAPING AND
FURTHER DRAINAGE DETAILS.
10. ALL ROADMARKING AS PER SARTSM AND STANDARD DRAWINGS.
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
PROPOSED ROAD
WIDENING
FARM / MAJOR ACCESS
CULVERT AND
DIRECTION OF FLOW
RESHAPE EXISTING
SIDE DRAIN
> >
OPEN EARTH V-DRAIN
LINED / UNLINED
CUT-OFF DRAIN
TYPE A SIDE DRAIN
& DOWN CHUTE
TYPE F SIDE DRAIN
& DOWN CHUTE
NEW GUARDRAIL
TYPE A DRAIN WITH
INLET AND DOWNPIPE
V V
V SHAPED TOE DRAIN
POINT SV Y-Coord X-Coord
N7/3 ALIGNMENT DETAILS - WGS84 Lo19°
BCC11
HPI 12
ECC11
47000
47100
47200
47300
47400
47405.449
47405.449
47405.449
47500
47600
47700
47800
47900
48000
13166.458
13112.192
13057.926
13003.661
12949.395
12946.438
12946.438
12946.438
12895.159
12840.925
12786.691
12732.456
12678.222
12623.988
3630032.165
3629948.170
3629864.174
3629780.179
3629696.184
3629691.606
3629691.606
3629691.606
3629612.169
3629528.153
3629444.137
3629360.121
3629276.105
3629192.090
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
PROPOSED ROAD RESERVE
POINT
K47-LN11 12893.001 3629573.980
K47-LN12 12887.605 3629568.161
K47-LN13 12823.898 3629469.472
K47-LN14 12819.435 3629464.659
K47-LN15 12763.898 3629378.626
K47-LN16 12761.350 3629372.576
K47-LN17 12738.696 3629337.481
K47-LN18 12726.310 3629314.034
K47-LN19 12651.310 3629197.849
K47-LN20 12637.796 3629183.277
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
PROPOSED ROAD RESERVE
POINT
K47-LN1 13157.235 3629976.344
K47-LN2 13145.757 3629961.614
K47-LN3 13103.571 3629896.317
K47-LN4 13098.071 3629883.275
K47-LN5 13035.452 3629786.349
K47-LN6 13019.955 3629769.652
K47-LN7 12979.066 3629706.361
K47-LN8 12969.471 3629696.023
K47-LN9 12903.014 3629593.073
K47-LN10 12898.671 3629582.764
GROOTE EYLANDS VALLEY 156
REM PTN 12
SG_9253_1950_CT
GROOTE EYLANDS VALLEY 156
REM PTN 12
SG_9253_1950_CT
GROOTE EYLANDS VALLEY 156
REM PTN 12
SG_9253_1950_CT
NRB156_17
155.354
NRB157_17
155.084
NRB158_17
153.506
NRB159_17
152.999
X
+
3
6
2
9
2
0
0
X
+
3
6
2
9
4
0
0
X
+
3
6
2
9
6
0
0
X
+
3
6
2
9
8
0
0
X
+
3
6
3
0
0
0
0
X
+
3
6
3
0
0
0
0
X
+
3
6
2
9
8
0
0
X
+
3
6
2
9
6
0
0
X
+
3
6
2
9
4
0
0
Y
+
1
2
6
0
0
Y
+
1
2
8
0
0
Y
+
1
3
0
0
0
Y
+
1
3
2
0
0
Y
+
1
3
2
0
0
Y
+
1
2
8
0
0
Y
+
1
3
0
0
0
X
+
3
6
2
9
2
0
0
K48-LE1
K46-RE4
K47-RE1
K47-RE2
K47-RE3
K46-LN8 K47-LN1
K47-LN2
K47-LN4K47-LN5
K47-LN6
K47-LN7
K47-LN8
K47-LN10K47-LN11
K47-LN12
K47-LN13
K47-LN14
K47-LN15
K47-LN16
K47-LN17
K47-LN18
K47-LN19
K47-LN20
K47-LN19
K47-LN3
EXISTING 1x600 Ø PC
TO BE EXTENDED
EXISTING 1x600 Ø PC
TO BE EXTENDED
EXISTING 1x600 Ø PC
REPLACED BY 1x600 Ø PC
CONCRETE LINED
CAMP ACCESS
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
CU
T L
IN
E
CU
T LIN
E
47100 47200 47300 47400 47500 47600 47700 47800 47900
> > > > >
47000 48000
STOP
>
>>
>
>> >
>
>
>>
> > >>
>
OPEN EARTH
V-DRAIN
47
15
0
OPEN EARTH
V-DRAIN
47
48
0
SEE STANDARD DETAIL
DRAWING FOR FENCE
SETTING OUT AT ACCESS
OPEN EARTH
V-DRAIN
47
77
0
47
38
0
OPEN EARTH
V-DRAIN
47
55
0
OPEN EARTH
V-DRAIN
47
99
0
OPEN EARTH
V-DRAIN
FARM
ACCESS
CAMP
ACCESS
CAMP
ACCESS
INTERSECTION TO BE
UPGRADED. REFER TO
DRAWING 4398-73 &
4398-77 FOR DETAILS.
HPI 12: 47005.449
SEE STANDARD DETAIL
DRAWING FOR FENCE
SETTING OUT AT ACCESS
43000 4400045000
46000
47000
48000
49000
SHEET 13 OF 35 SHEET 14 OF 35SHEET 15 OF 35
SH
EE
T 1
7 O
F 3
5
SH
EE
T 1
6 O
F 3
5
SH
EE
T 1
8 O
F 3
5
KEY PLAN
N.T.S.
NRB155_17 13278.560 3630180.870 156.815
NRB156_17 13099.540 3629902.830 155.354
NRB157_17 12951.530 3629673.990 155.084
NRB158_17 12786.810 3629419.220 153.506
NRB159_17 12629.050 3629175.060 152.999
2.0% 2.0%
1
:
1
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 : 120km/h
VERTICAL DESIGN SPEED : 100km/h
POSTED SPEED (Road Signs & Road Markings) : 120km/h
ED
GE
O
F
SU
RF
AC
IN
G
PIEKENIERSKLOOF PASS
PIKETBERG
SV 47 147
DR2169
SPES BONA
SV 47 766
CAMP
ACCESS
SV 47 764
CAMP
ACCESS
> > > > > >> > > > > >
EDGE OF SURFACING
SV47646
1x600 Ø CULVERT
SKEW=90.05°
SV47010
1x600 Ø CULVERT
SKEW=90.145°
SV
47
92
5
>
>
>>
>
>
>>
STOP
3.7m
3.0m SURFACED SHOULDER
3.7m
3.0m SURFACED SHOULDER
3.7m
3.0m SURFACED SHOULDER
3.7m
3.0m SURFACED SHOULDER
SV
47
15
0
SV
47
38
0
SV
47
48
0
SV
47
55
0
SV
47
77
0
SV
47
99
0
11 0.00 0.00 0.00 0.00 0.00
CURVE No TRANS IN (m) TRANS OUT (m) TAN. IN (m) TAN. OUT (m) ANGLE
N7/3 CURVE DETAILS
0°01'17"
RADIUS (m)
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
EXISTING ROAD RESERVE
POINT
K47-RE1 13041.577 3629922.717
K47-RE2 13030.321 3629906.023
K47-RE3 12975.947 3629776.264
REFER TO ROAD MARKING AND ROAD SIGNS
DRAWINGS FOR DETAILS ON ROAD MARKING
AND ROAD SIGNS.
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.007-030-2020/2
N7
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)\4398 N
7 P
iketberg to P
iekenierskloof P
ass (D
M)\07-D
raw
ing\R
oads\W
OR
KIN
G\4398-22-26 Layout-Long sv43-sv48 sht 13-17.dw
g
2019-07-26 B
randc1
50 mm 0 mm 50 mm 100 mm
FOR TENDER
PURPOSES ONLY
PRELIMINARY
DRAWINGS
THE IMPROVEMENT OF NATIONAL ROUTE 7, SECTION 3, BETWEEN
PIKETBERG (km 31.53) AND PIEKENIERSKLOOF PASS (km 65.30)
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
DM MURPHY
950446
DRAFT
FINAL DESIGN
3 3
47 000 48 000
ROADS - LAYOUTS
4398-26
V1
GENERAL ARRANGEMENT AND LONG-SECTION
ROUTE 7, SECTION 3 : SV 47 000 SV 48 000
1:1000 17 35
V1 17/05/2019 ORIGINAL VERSION DM MURPHY
DM MURPHY
950446
17/05/2019
26
PIEKENIERSKLOOF PASS
PIKETBERG
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
SURVEY CONTROL POINTS
POINT
Z
W KRÜGEL
20045180 (CANDIDATE ENGINEER)
C BRAND
D
R
2
1
6
9
