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
Curve 7 Left
Radius=1200m
I= 32°12'11"
25
10
4
E.C
.C
.
Direction
168°14'41"
25
85
5
B.C
.C
.
Curve 8 Left
Radius=2000m
I= 4°53'45"
767m VC
K=95
E.V
.C
251
22
B.V
.C
251
91
300m VC
K=69
HIG
H: 1
61
.0
11
Ch
254
53
.1
03
E.V
.C
254
91
B.V
.C
259
99
204m VC
K=77
3.777 %
25340.895 161.723
-0.543 %
26000.000
157.596
-5.9
-2.0
-2.0
-2.0
-4.0
5.9
4.0
600 mm PC
IL = 157.527 m
156
Datum 146.0
25000
25020
25040
25060
25080
25100
25120
25140
25160
25180
25200
25220
25240
25260
25280
25300
25320
25340
25360
25380
25400
25420
25440
25460
25480
25500
25520
25540
25560
25580
25600
25620
25640
25660
25680
25700
25720
25740
25760
25780
25800
25820
25840
25860
25880
25900
25920
25940
25960
25980
26000
149.298
149.784
150.323
150.930
151.604
152.300
153.021
153.795
154.586
155.377
156.137
156.818
157.444
158.027
158.563
159.055
159.458
159.819
160.092
160.326
160.506
160.611
160.681
160.691
160.636
160.551
160.442
160.323
160.225
160.117
160.025
159.886
159.753
159.677
159.565
159.441
159.363
159.232
159.116
159.005
158.919
158.784
158.735
158.574
158.458
158.362
158.245
158.143
158.021
157.903
157.807
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
-8.20
149.149
149.669
150.230
150.834
151.479
152.248
153.139
153.971
154.727
155.482
156.232
156.932
157.575
158.160
158.688
159.158
159.571
159.925
160.222
160.462
160.644
160.768
160.835
160.844
160.795
160.695
160.586
160.477
160.369
160.260
160.151
160.043
159.934
159.825
159.717
159.608
159.499
159.391
159.282
159.173
159.065
158.956
158.846
158.645
158.466
158.358
158.249
158.140
158.032
157.923
157.814
149.633
150.153
150.714
151.318
151.963
152.651
153.380
154.135
154.891
155.646
156.396
157.096
157.739
158.324
158.852
159.322
159.735
160.089
160.386
160.626
160.808
160.932
160.999
161.008
160.959
160.859
160.750
160.641
160.533
160.424
160.315
160.207
160.098
159.989
159.881
159.772
159.663
159.555
159.446
159.337
159.229
159.120
159.012
158.903
158.794
158.686
158.577
158.468
158.360
158.251
158.142
150.028
150.548
151.109
151.713
152.358
152.980
153.577
154.200
154.823
155.512
156.262
156.962
157.605
158.190
158.718
159.188
159.601
159.955
160.252
160.492
160.674
160.798
160.865
160.874
160.825
160.725
160.616
160.507
160.399
160.290
160.181
160.073
159.964
159.855
159.747
159.638
159.529
159.421
159.312
159.203
159.109
159.101
159.107
159.113
159.062
158.954
158.845
158.736
158.628
158.519
158.410
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
ROOIDRAAI MOORREESBURG
LEGEND
EXISTING ROAD
RESERVE
PROPOSED ROAD
RESERVE
FILL SLOPE
CUT SLOPE
EXISTING GUARDRAIL
GATE
FENCE
EXISTING ROAD SIGN
NEW ROAD SIGN
POWER LINE & POLE
TELEPHONE LINE
& POLE
CAMP / MINOR ACCESS
SURVEY
CONTROL
POINT
NRB1-15
268.332
1. ALL EXISTING FEATURES ARE GHOSTED.
2. BATTER SLOPES SHOWN ON STANDARD CROSS-SECTIONS AND AS DETERMINED ON SITE.
3. THE CONTRACTOR IS TO APPLY FOR ALL NECESSARY WAYLEAVES, PLANS AND PERMITS
FROM THE VARIOUS SERVICE AUTHORITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION.
4. FARM/MINOR ACCESSES TO BE 5m WIDE (SEE TYPICAL DRAWINGS - ROADWORKS
DRG. No. 4397-R-JI-200-V1).
5. FINAL POSITIONS OF ACCESSES, SERVICE ROADS AND EDGE BEAMS TO BE DETERMINED
ON SITE.
6. EXISTING ROAD SIGNS TO BE REMOVED AND REPLACED WHERE REQUIRED.
7. WIRE FENCE GATES TO BE PROVIDED AT ALL FARM/MINOR ACCESSES.
NOTES :
8. STOCK PROOF FENCING TO BE PROVIDED ON ROAD RESERVE BOUNDARY
9 STRAND BARBED WIRE WITH STEEL STRAINING POSTS AND STEEL
STANDARDS AND DROPPERS).
9. REFER TO 20m INTERVAL CROSS SECTIONS FOR LANDSCAPING AND
FURTHER DRAINAGE DETAILS.
10. ALL ROADMARKING AS PER SARTSM AND STANDARD DRAWINGS.
11. THE LINING OF OPEN, TOE AND CUT-OFF DRAINS TO BE APPROVED BY
ENGINEERS REPRESENTATIVE.
PROPOSED ROAD
WIDENING
FARM / MAJOR ACCESS
NEW CULVERT AND
DIRECTION OF FLOW
RESHAPE EXISTING
SIDE DRAIN
> >
OPEN EARTH V-DRAIN
LINED / UNLINED
V SHAPED TOE DRAIN
TYPE A SIDE DRAIN
& DOWN CHUTE
TYPE F SIDE DRAIN
& DOWN CHUTE
NEW GUARDRAIL
TYPE A DRAIN WITH
INLET AND DOWNPIPE
V V
VOGELSTRUISFONTEIN 471
REM PTN 3
SG_870_1892_WC
C04600000000047100003
HENDRIK de WAAL 0827830011
VOGELSTRUISFONTEIN 471
PTN 15
SG_3362_2007_WC
C04600000000047100015
VOGELSTRUISFONTEIN 471
REM PTN 3
SG_870_1892_WC
C04600000000047100003
HENDRIK de WAAL 0827830011
VOGELSTRUISFONTEIN 471
REM PTN 3
SG_870_1892_WC
C04600000000047100003
HENDRIK de WAAL 0827830011
VOGELSTRUISFONTEIN 471
REM PTN 3
SG_870_1892_WC
C04600000000047100003
HENDRIK de WAAL 0827830011
NRB88-17
160.868
NRB90-17
157.492
NRB87-17
156.746
NRB89-17
157.771
K25-RE1
K25-RE2
K25-RE3
K25-RE4
K25-RE5
K25-RE6
K25-RE7
K25-LN1
K25-LN2K25-LN3
K25-LN4
K25-LN5
K25-LN6
X
+
3
6
8
0
0
0
0
X
+
3
6
7
9
8
0
0
X
+
3
6
7
9
8
0
0
X
+
3
6
7
9
6
0
0
X
+
3
6
7
9
6
0
0
X
+
3
6
7
9
4
0
0
X
+
3
6
7
9
4
0
0
X
+
3
6
7
9
2
0
0
X
+
3
6
7
9
2
0
0
Y
+
3
0
0
0
0
Y
+
3
0
0
0
0
Y
+
3
0
2
0
0
Y
+
3
0
2
0
0
X
+
3
6
8
0
0
0
0
25100 25200 25300 25400 25500 25600 25700 25800
25900
ECC7
BCC8
EC
C8
CU
T LIN
E
CU
T LIN
E
26000
25000
CAM
P
AC
CE
SS
CA
MP
AC
CE
SS
FA
RM
AC
CE
SS
CA
MP
AC
CE
SS
OPEN EARTH
V-DRAIN
25120
25580
OPEN EARTH
V-DRAIN
25100 25200 25300 25400 25500 25600 25700 25800
25900
ECC7
BCC8
EC
C8
CU
T LIN
E
CU
T LIN
E
26000
25000
CAM
P
AC
CE
SS
CA
MP
AC
CE
SS
FA
RM
AC
CE
SS
CA
MP
AC
CE
SS
OPEN EARTH
V-DRAIN
25120
25580
OPEN EARTH
V-DRAIN
EXISTING 1x600 Ø PC
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
CURVE No
8
RADIUS
2000.00
TRANS IN (m)
0.00
TRANS OUT (m)
0.00
TAN. IN (m)
85.50
TAN. OUT (m)
85.50
ANGLEPOINT
ECC7
BCC8
HPI 9
ECC8
SV
25000
25100
25200
25300
25400
25500
25600
25700
25800
25900
26000
Y-Coord X-Coord
N7/2 ALIGNMENT DETAILS - WGS84 Lo19° N7/2 CURVE DETAILS - WGS84 Lo19°
4°53'45"
25103.803
25854.635
25940.084
26025.533
29981.516
29997.476
29998.245
30017.843
30038.217
30058.590
30078.964
30099.337
30119.710
30140.084
30151.215
30160.960
30168.634
30185.974
30193.134
3680096.073
3679997.385
3679993.660
3679899.481
3679801.578
3679703.676
3679605.773
3679507.871
3679409.968
3679312.065
3679258.576
3679214.271
3679174.868
3679117.461
3679092.952
7 1200.00 0.00 0.00 346.40 346.40 32°12'11"
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
PROPOSED ROAD RESERVE
POINT
K25-LN1 30010.199 3680017.718
K25-LN2 30029.885 3679955.176
K25-LN3 30059.435 3679813.174
K25-LN4 30120.269 3679496.186
K25-LN5 30197.249 3679137.644
K25-LN6 30198.682 3679132.024
25000
2
6
0
0
0
2
7
0
0
0
2
8
0
0
0
2
9
0
0
0
3
0
0
0
0
31000
S
H
E
E
T
1
9
O
F
2
7
S
H
E
E
T
2
0
O
F
2
7
SH
EE
T 21 O
F 27
S
H
E
E
T
2
2
O
F
2
7
SH
EE
T 2
3 O
F 2
7S
HE
ET 2
4 OF 2
7
KEY PLAN
N.T.S.
NRB86-17 29941.96 3680188.64 146.645
NRB87-17 30028.04 3679912.87 156.746
NRB88-17 30043.04 3679661.91 160.868
NRB89-17 30142.05 3679379.32 157.771
NRB90-17 30165.15 3679087.14 157.492
NRB91-17 30290.73 3678813.77 150.409
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
SV25.785
1x600 Ø PC
SKEW=85.798°
EDGE OF SURFACING
100mm LANE LINE GM1 (LINE:GAP RATIO 2:10) (WHITE)
100mm NO CROSSING LINES RM2 (WHITE)
150mm LEFT EDGE LINE RM4.1 (YELLOW)
150mm DIVIDING LINE WM3 (LINE:GAP RATIO 4:8) (WHITE)
MOORREESBURG
ROOIDRAAI
SV 25 044
CAMP
ACCESS
SV 25 007
FARM
ACCESS
SV
26000
SV 25 988
CAMP
ACCESS
SV 25 990
CAMP
ACCESS
SV
25000
3.7m
1.0m SURFACED SHOULDER
3.5m
3.7m
3.0m SURFACED SHOULDER
3.7m
1.0m SURFACED SHOULDER
3.5m
3.7m
3.0m SURFACED SHOULDER
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
EXISTING ROAD RESERVE
POINT
K25-RE1 29952.089 3680090.499
K25-RE2 29900.068 3680057.936
K25-RE3 29907.651 3680045.821
K25-RE4 29956.735 3680076.761
K25-RE5 30026.832 3679730.426
K25-RE6 30044.127 3679622.230
K25-RE7 30153.715 3679117.782
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\4397-28-33 Layout-Long sv25-sv31 sht 19-24 - C
olour.dw
g
2019-06-11 B
randc1
50 mm 0 mm 50 mm 100 mm
FOR TENDER
PURPOSES ONLY
NOTE:
ALL DIMENSIONS TO BE CHECKED ON SITE
BEFORE ANY WORK IS PUT IN HAND.
REFER ANY DISCREPANCIES TO THE ENGINEER.
FOR APPROVAL
PURPOSES ONLY
J GENTZ
20080319
DM MURPHY
950446
PRELIMINARY
DRAWINGS
DRAFT
FINAL DESIGN
2 2
25 000 26 000
ROADS - LAYOUTS
4397-28
V1
GENERAL ARRANGEMENT AND LONG-SECTION
ROUTE 7, SECTION 2: SV 25 000 - SV 26 000
1:1000 19 27
V1 28/06/2019 ORIGINAL VERSION DM MURPHY
DM MURPHY
950446
28/06/2019
28
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
SURVEY CONTROL POINTS
POINT
Z
ROOIDRAAI
MOORREESBURG
C BRAND
