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APPENDIX H
PRELIMINARY DESIGN 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
FARM / MINOR ACCESS
SURVEY
CONTROL
POINT
NRB1-15
268.332
1. ALL EXISTING FEATURES ARE GHOSTED.
2. BATTER SLOPES SHOWN ON STANDARD CROSS-SECTIONS AND AS DETERMINED ON SITE.
3. THE CONTRACTOR IS TO APPLY FOR ALL NECESSARY WAYLEAVES, PLANS AND PERMITS
FROM THE VARIOUS SERVICE AUTHORITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION.
4. FARM/MINOR ACCESSES TO BE 5m WIDE (SEE TYPICAL DRAWINGS - ROADWORKS
DRG. No. 4397-R-JI-200-V1).
5. FINAL POSITIONS OF ACCESSES, SERVICE ROADS AND EDGE BEAMS TO BE DETERMINED
ON SITE.
6. EXISTING ROAD SIGNS TO BE REMOVED AND REPLACED WHERE REQUIRED.
7. WIRE FENCE GATES TO BE PROVIDED AT ALL FARM/MINOR ACCESSES.
NOTES :
8. STOCK PROOF FENCING TO BE PROVIDED ON ROAD RESERVE BOUNDARY
9 STRAND BARBED WIRE WITH STEEL STRAINING POSTS AND STEEL
STANDARDS AND DROPPERS).
9. REFER TO 20m INTERVAL CROSS SECTIONS FOR LANDSCAPING AND
FURTHER DRAINAGE DETAILS.
10. ALL ROADMARKING AS PER SARTSM AND STANDARD DRAWINGS.
11. THE LINING OF OPEN, TOE AND CUT-OFF DRAINS TO BE APPROVED BY
ENGINEERS REPRESENTATIVE.
PROPOSED ROAD
WIDENING
MAJOR ACCESS
NEW CULVERT AND
DIRECTION OF FLOW
RESHAPE EXISTING
SIDE DRAIN
> >
OPEN EARTH V-DRAIN
LINED / UNLINED
V SHAPED TOE DRAIN
TYPE A SIDE DRAIN
& DOWN CHUTE
TYPE F SIDE DRAIN
& DOWN CHUTE
NEW GUARDRAIL
TYPE A DRAIN WITH
INLET AND DOWNPIPE
V V
8000
7000
9000
10000
11000
12000
13000
SHEET 1 O
F 27
SH
EE
T 2 OF 27
SHEET 3 OF 27SHEET 4 OF 27 S
HE
ET 5
OF 2
7
SH
EE
T 6
OF
27
KEY PLAN
N.T.S.
AFRI SAM
RHEEBOK QUARRY
FARM 1102
REM
SG_9697_1992_WC
C04600000000110200000
FARM 1102
REM
SG_9697_1992_WC
C04600000000110200000
RHEEBOKSFONTYIN 689
PTN. 7
SG_3376_2007_WC
C04600000000068900007
RHEEBOKSFONTYN 689
REM PTN. 1
SG_76_1836_WC
C04600000000068900001
ERIK van RENSBURG
0825248300
RHEEBOKSFONTYIN 689
REM PTN. 1
SG_76_1836_WC
C04600000000068900001
ERIK van RENSBURG
0825248300
NRB26A-13
285.553
NRB27-13
293.199
NRB27A-13
294.580
NRB26-13
281.561
NRB25-13
275.492
K7-R
E4
K7-R
E5
K8-R
E1
K7-LN
1
K7-LE
1
K7-LE
2
K7-R
E3
K7-R
E2
K7-R
E1
X +
3 696 800
X +
3 696 800
X +
3 697 000
X +
3 697 200
X +
3 697 400
X +
3 697 600
X +
3 697 000
X +
3 697 200
X +
3 697 400
X +
3 697 600
Y +
27 0
00
Y +
27 0
00
Y +
26 9
00
Y +
26 9
00
7600 7700 7800 7900
CU
T LIN
E
8000
FARM
ACCESS
EXISTING ROAD TO BE WIDENED
EXISTING ROAD TO BE WIDENED
>>>>>>>>>>>>>>>>>>>>
> > > > > > >
7600 7700 7800 7900
CU
T LIN
E
8000
FARM
ACCESS
EXISTING ROAD TO BE WIDENED
EXISTING ROAD TO BE WIDENED
>>>>>>>>>>>>>>>>>>>>
> > > > > > >
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
LEFT OFFSET
LEFT EDGE
CENTRE LINE
RIGHT EDGE
RIGHT OFFSET
GRADES
VERTICAL CURVES
VE
RT
IC
AL A
LIG
NM
EN
T
DE
SIG
N R
OA
D LE
VE
LS
STAKE VALUE
EXIST ROAD LEVELS ON ALIGNMENT
SUPERELEVATION
HORIZONTAL CURVES
LHS EDGE
RHS EDGE
HOR. SCALE 1:1000
VER. SCALE 1:100
RIGHT EDGE
EXISTING ROAD LEVEL
LEFT EDGE
CENTRE LINE LEVEL
Direction
174°55'35"
7600
7600
B.V
.C
7659
343m VC
K=65
HIG
H: 294.942
Ch 7914.886
3.957 %
7830.805 296.669
-1.352 %
8000.000
291.604
-2.0
450 mm PC
IL = 279.966 m
600 mm PC
IL = 279.835 m
600 mm Pipe
IL = 289.244 m
450 mm PC
IL = 275.016
296
Datum 286.0
76
00
76
20
76
40
76
60
76
80
77
00
77
20
77
40
77
60
77
80
78
00
78
20
78
40
78
60
78
80
79
00
79
20
79
40
79
60
79
80
80
00
28
7.6
28
28
8.3
20
28
9.1
04
28
9.7
92
29
0.4
59
29
1.1
55
29
1.7
20
29
2.3
12
29
2.7
47
29
3.2
02
29
3.5
53
29
3.8
98
29
4.1
26
29
4.2
48
29
4.3
50
29
4.3
78
29
4.3
52
29
4.2
65
29
4.2
00
29
3.9
60
29
3.8
21
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
-6
.7
0
28
7.4
01
28
8.1
92
28
8.9
84
28
9.7
75
29
0.5
34
29
1.2
31
29
1.8
66
29
2.4
39
29
2.9
50
29
3.3
99
29
3.7
86
29
4.1
11
29
4.3
74
29
4.5
75
29
4.7
14
29
4.7
91
29
4.8
06
29
4.7
59
29
4.6
51
29
4.4
80
29
4.2
47
28
7.5
35
28
8.3
26
28
9.1
18
28
9.9
09
29
0.6
68
29
1.3
65
29
2.0
00
29
2.5
73
29
3.0
84
29
3.5
33
29
3.9
20
29
4.2
45
29
4.5
08
29
4.7
09
29
4.8
48
29
4.9
25
29
4.9
40
29
4.8
93
29
4.7
85
29
4.6
14
29
4.3
81
28
7.4
01
28
8.1
92
28
8.9
84
28
9.7
75
29
0.5
34
29
1.2
31
29
1.8
66
29
2.4
39
29
2.9
50
29
3.3
99
29
3.7
86
29
4.1
11
29
4.3
74
29
4.5
75
29
4.7
14
29
4.7
91
29
4.8
06
29
4.7
59
29
4.6
51
29
4.4
80
29
4.2
47
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
6.7
0
ROOIDRAAI
LOC
LOC
MOORREESBURG
POINT SV Y-Coord X-Coord
N7/2 ALIGNMENT DETAILS - WGS84 Lo19°
HPI 1 7600
7700
7800
7900
26961.423
26970.266
26979.110
26987.953
3697057.163
3696957.555
3696857.947
3696758.339
8000 26996.797 3696658.731
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
EXISTING ROAD RESERVE
POINT
K7-LE1 26962.737 3697223.537
K7-LE2 26964.973 3697195.560
K7-LN1 26977.125 3697058.216
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
PROPOSED ROAD RESERVE
POINT
+0+0
NRB27-13 26960.83 3696899.74 293.199
NRB27A-13 26969.20 3696801.64 294.580
NRB28 27016.53 3696600.65 291.565
NRB26A-13 26973.52 3697089.05 285.553
NRB26-13 26963.55 3697197.42 281.561
NRB25-13 26907.84 3697496.27 275.492
2.0% 2.0%
1
:
2
ALIG
NM
EN
T LIN
E
6.7m
ED
GE
O
F
SU
RF
AC
IN
G
6.7m
SB
P
LEVELS GIVEN HERE LEVELS GIVEN HERE LEVELS GIVEN HERE
3.7m3.0m 3.7m 3.0m
1
:
2
1
:
2
HORIZONTAL DESIGN SPEED : 100km/h
VERTICAL DESIGN SPEED : 100km/h
POSTED SPEED (Road Sings & Road Markings) : 120km/h
SV7.691
1x600 Ø PC
SKEW=85.219°
SV 7 490
FARM ACCESS
EDGE OF SURFACING
100mm NO CROSSING LINES RM2 (WHITE)
150mm LEFT EDGE LINE RM4.1 (YELLOW)
150mm DIVIDING LINE WM3 (LINE:GAP RATIO 4:8) (WHITE)
SV
76
00
MOORREESBURG
ROOIDRAAI
LOC
LOC
3.7m
3.0m SURFACED SHOULDER
3.7m
3.0m SURFACED SHOULDER
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
EXISTING ROAD RESERVE
POINT
K7-RE1 26911.427 3697445.775
K7-RE2 26911.638 3697443.402
K7-RE3 26912.416 3697434.620
K7-RE5 26955.062 3696949.428
K7-RE4 26943.494 3697081.071
ENG.
CONSULT.
REVISION DATENo.
DRAWING TYPE
BRIDGE/STRUCTURE No.
CONSULTANT DRAWING No.
SHEET
DRAWING LOCATION DATA
PROJECT NUMBER
ACCEPTANCE
THIS ACCEPTANCE IS FOR PROCEDURAL AND
ADMINISTRATIVE REVIEW PURPOSES ONLY
AND DOES NOT ATTRACT LEGAL LIABILITY OR
LIABILITY OF ANY KIND FROM WHATSOEVER
CAUSE OR HOWEVER ARISING
ROUTE
SECTION
DRAWING km DISTANCE
STARTEND
SCALE : SANRAL DOCUMENT #OF
Date :
Prof. Reg. No. :
Name :
DESIGNED BY
NAME
Prof. Reg. No.
CHECKED BY
VER
CONSULTANT APPROVAL
DRAWN BY
NAME
NAME
Prof. Reg. No.
Date :
Name :
SANRAL PROJECT MANAGER
WORKS CONTRACT ENGINEER
CONSTRUCTION RECORD (AS-BUILT)
Date :
Prof. Reg. No. :
Name :
HEAD OFFICE
Val de Grace
Tel: (012) 844 8000
Pretoria 0001
South Africa
48 Tambotie Avenue
PO Box 415
Pretoria
0184
for the SA NATIONAL ROADS AGENCY SOC LTD.
Date:
WESTERN REGION
Tel: (021) 957 4600
Private Bag X19
Bellville
Oakdale
Bellville
1 Havenga Street
7535
7530
N7
NRA N.007-020-2020/1F
N7
THE IMPROVEMENT OF NATIONAL ROUTE 7, SECTION 2, BETWEEN
ROOIDRAAI (km 7.49) AND MOORREESBURG (km 33.90)
DRAWING NAME
7 Digtebij Avenue, Mabille Park, Kuils River, 7580
P.O. Box 190, Kuils River, 7579
Tel: +27 21 906 5602
Fax: +27 21 906 5603
COPYRIGHT RESERVED
c
CAPE TOWN
14 CENTRAL SQUARE PINELANDS 7405
P.O. BOX 38561 PINELANDS 7430
Tel: +27 21 530-1800 Fax: +27 21 532-0950
E-MAIL: [email protected]
X:\P
rojects - (In-progress)\4397 N
7 R
ooidraai to M
oorreesburg (D
M)\07-D
raw
ing\R
oads\W
OR
KIN
G\4397-10-15 Layout-Long sv7-sv13 sht 1-6 - C
olour.dw
g
2019-05-31 B
randc1
50 mm 0 mm 50 mm 100 mm
FOR TENDER
PURPOSES ONLY
NOTE:
ALL DIMENSIONS TO BE CHECKED ON SITE
BEFORE ANY WORK IS PUT IN HAND.
REFER ANY DISCREPANCIES TO THE ENGINEER.
FOR APPROVAL
PURPOSES ONLY
J GENTZ
20080319
DM MURPHY
950446
PRELIMINARY
DRAWINGS
DRAFT
FINAL DESIGN
2 2
7 600 8 000
ROADS - LAYOUTS
4397-10
V1
GENERAL ARRANGEMENT AND LONG-SECTION
ROUTE 7, SECTION 2: SV 7 490 - SV 8 000
1:1000 1 27
V1 17/05/2019 ORIGINAL VERSION DM MURPHY
C BRAND
DM MURPHY
950446
17/05/2019
10
ROOIDRAAI
MOORREESBURG
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
SURVEY CONTROL POINTS
POINT
Z
