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LEFT OFFSET
LEFT EDGE
CENTRE LINE
RIGHT EDGE
RIGHT OFFSET
GRADES
VERTICAL CURVES
VE
RT
IC
AL
A
LIG
NM
EN
T
DE
SIG
N R
OA
D 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
Direction
195°14'10"
29
60
0
B.C
.C
.
Curve 10 Left
Radius=640m
I= 34°31'22"
29
98
6
E.C
.C
.
Direction
160°42'48"
B.V
.C
295
10
185m VC
K=68
E.V
.C
296
95
B.V
.C
299
97
408m VC
K=103
3.657 %
29602.327 207.020
0.941 %
30000.000
212.653
-2.0
-2.0-8.0
8.0
2000x2000 mm BC
IL = 191.104 m ??
600 mm PC
IL = 191.901 m
900x900 mm BC
IL = 203.379 m
600 mm PC
IL = 200.338 m
189
Datum 179.0
196
Datum 186.0
207
Datum 197.0
29000
29020
29040
29060
29080
29100
29120
29140
29160
29180
29200
29220
29240
29260
29280
29300
29320
29340
29360
29380
29400
29420
29440
29460
29480
29500
29520
29540
29560
29580
29600
29620
29640
29660
29680
29700
29720
29740
29760
29780
29800
29820
29840
29860
29880
29900
29920
29940
29960
29980
30000
184.679
185.425
186.150
186.885
187.610
188.352
189.079
189.815
190.531
191.243
191.993
192.724
193.467
194.187
194.899
195.635
196.364
197.110
197.845
198.579
199.307
200.030
200.763
201.496
202.213
202.960
203.700
204.364
204.991
205.535
205.999
206.449
206.794
207.118
207.400
207.648
207.863
208.032
208.217
208.379
208.534
208.628
208.823
209.082
209.316
209.547
209.733
209.955
210.136
210.322
210.488
-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
184.827
185.558
186.290
187.021
187.753
188.484
189.216
189.947
190.679
191.410
192.142
192.873
193.604
194.336
195.067
195.799
196.530
197.262
197.993
198.725
199.456
200.188
200.919
201.651
202.382
203.114
203.837
204.510
205.103
205.514
205.846
206.140
206.498
206.818
207.079
207.283
207.471
207.660
207.848
208.036
208.224
208.413
208.601
208.789
208.977
209.165
209.354
209.542
209.751
210.082
210.434
184.991
185.722
186.454
187.185
187.917
188.648
189.380
190.111
190.843
191.574
192.306
193.037
193.768
194.500
195.231
195.963
196.694
197.426
198.157
198.889
199.620
200.352
201.083
201.815
202.546
203.278
204.001
204.674
205.287
205.842
206.338
206.775
207.154
207.474
207.735
207.939
208.127
208.316
208.504
208.692
208.880
209.069
209.257
209.445
209.633
209.821
210.010
210.198
210.386
210.574
210.762
184.857
185.588
186.320
187.051
187.783
188.514
189.246
189.977
190.709
191.440
192.172
192.903
193.634
194.366
195.097
195.829
196.560
197.292
198.023
198.755
199.486
200.218
200.949
201.681
202.411
203.139
203.878
204.674
205.435
206.143
206.798
207.382
207.792
208.124
208.391
208.595
208.783
208.972
209.160
209.348
209.536
209.725
209.913
210.101
210.289
210.477
210.666
210.854
211.022
211.066
211.090
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
6.78
6.92
7.08
7.22
7.38
7.53
7.67
7.83
7.97
8.13
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
ROOIDRAAIMOORREESBURG
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
BOSCHJES VALLEY 474
REM PTN 3
SG_490_1917_WC
C04600000000047400003
HENDRIK de WAAL 0827830011
BOTTELFONTEIN 425
REM PTN 11
SG_A2690_1924_WC
C04600000000042500011
FC BESTER 0824938383
BOTTELFONTEIN 425
PTN 19
SG_3358_2007_WC
C04600000000042500019
BOTTELFONTEIN 425
REM PTN 11
SG_A2690_1924_WC
C04600000000042500011
FC BESTER 0824938383
BOTTELFONTEIN 425
REM PTN 2
SG_37_1871_WC
C04600000000042500002
FC BESTER 0824938383
BOTTELFONTEIN 425
REM PTN 2
SG_37_1871_WC
C04600000000042500002
FC BESTER 0824938383
BOTTELFONTEIN 425
REM PTN 2
SG_37_1871_WC
C04600000000042500002
FC BESTER 0824938383
NRB101-17
190.911
NRB102-17
202.168
NRB104-17
212.635
NRB103-17
208.361
K29-RE1
K29-RE2
K29-RE3
K29-RE4
K29-RE5
K29-RE6
K29-RE7
K29-LN1
K29-LN2
K29-LN3
K29-LN4
K29-LN5
K29-LN6
K
3
0
-L
N
1
K
3
0
-L
N
2
X
+
3 676 000
X
+
3 676 000
X
+
3 675 800
X
+
3 675 800
X
+
3 675 600
X
+
3 675 600
X
+
3 675 400
X
+
3 675 400
X
+
3 675 200
Y
+
30 000
X
+
3 675 200
Y
+
30 200
Y
+
30 200
Y
+
30 000
29100
29200
29300
29400
29500
29600
29700
2
9
8
0
0
2
9
9
0
0
BC
C
10
E
C
C
1
0
C
U
T LIN
E
C
U
T
L
I
N
E
3
0
0
0
0
29000
C
AM
P
AC
C
ES
S
C
A
M
P
AC
C
ES
S
C
AM
P
AC
C
ES
S
>>
TY
P
E
A
SID
E D
R
AIN
29170
TY
PE
A
SID
E D
R
AIN
29110
O
PE
N
E
AR
TH
V-D
R
AIN
29580
T
Y
P
E
A
S
ID
E
D
R
A
IN
29770
29350
TY
PE
A
SID
E D
R
AIN
29440
TY
P
E
A
SID
E D
R
AIN
29720
OP
EN
EA
RT
H
V-D
RA
IN
CA
MP
AC
CE
SS
CA
MP
AC
CE
SS
29100
29200
29300
29400
29500
29600
29700
2
9
8
0
0
2
9
9
0
0
BC
C
10
E
C
C
1
0
C
U
T LIN
E
C
U
T
L
I
N
E
3
0
0
0
0
29000
C
AM
P
AC
C
ES
S
C
A
M
P
AC
C
ES
S
C
AM
P
AC
C
ES
S
>>
TY
P
E
A
SID
E D
R
AIN
29170
TY
PE
A
SID
E D
R
AIN
29110
O
PE
N
E
AR
TH
V-D
R
AIN
29580
T
Y
P
E
A
S
ID
E
D
R
A
IN
29770
29350
TY
PE
A
SID
E D
R
AIN
29440
TY
P
E
A
SID
E D
R
AIN
29720
OP
EN
EA
RT
H
V-D
RA
IN
CA
MP
AC
CE
SS
CA
MP
AC
CE
SS
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
EXISTING 1x600 Ø PC
TO BE EXTENDED
EXISTING 1 x 2.0x2.0m
MAJOR BC TO BE
EXTENDED
EXISTING 1 x 0.9x0.9m
BOX CULVERT TO BE
EXTENDED
EXISTING 1 x 2.0x2.0m
MAJOR BC TO BE EXTENDED
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
POINT
BCC10
HPI 11
ECC10
SV
29000
29100
29200
29300
29400
29500
29600
29700
29800
29900
30000
Y-Coord X-Coord
N7/2 ALIGNMENT DETAILS - WGS84 Lo19°
29599.918
29792.729
29985.540
30274.705
30248.426
30222.146
30195.866
30169.586
30143.307
30117.049
30117.027
30098.389
30064.788
30095.251
30107.690
30130.471
30135.247
3676221.293
3676124.808
3676028.323
3675931.838
3675835.353
3675738.868
3675642.462
3675642.383
3675544.239
3675450.588
3675444.390
3675345.269
3675262.885
3675249.236
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
PROPOSED ROAD RESERVE
POINT
K29-LN1 30287.657 3676202.176
K29-LN2 30276.861 3676152.391
K29-LN3 30139.065 3675646.479
K29-LN4 30117.042 3675519.057
K29-LN5 30134.624 3675350.430
K29-LN6 30147.041 3675300.024
NRB100-17 30280.56 3676329.42 180.513
NRB101-17 30206.43 3676049.45 190.911
NRB102-17 30128.25 3675770.21 202.168
NRB103-17 30117.09 3675544.82 208.361
NRB104-17 30107.65 3675265.23 212.635
NRB105-17 30202.11 3674995.81 212.153
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.
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
SV29.262
1x600 Ø PC
SKEW=89.982°
SV29.474
1x600 Ø PC
SKEW=89.38°
SV29.816
1x0.9x0.9 m BC
SKEW=91.414°
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
29170
SV
29350
SV
29440
SV
29470
SV 29 083
CAMP
ACCESS
SV
29110
SV 29 549
CAMP
ACCESS
SV 29 568
CAMP
ACCESS
SV
29770
SV
29670
SV
29290
SV29.248
1x2.0x2.0 m BC
SKEW=89.8°
3.5m
3.7m
1.0m SURFACED SHOULDER
3.7m
1.0m SURFACED SHOULDER
3.5m
SV
29400
SV 29 743
CAMP
ACCESS
SV 29 736
CAMP
ACCESS
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
EXISTING ROAD RESERVE
POINT
K29-RE1 30233.818 3676162.683
K29-RE2 30106.771 3675694.261
K29-RE3 30080.156 3675596.145
K29-RE4 30068.812 3675507.427
K29-RE5 30071.833 3675410.568
K29-RE6 30081.078 3675351.603
K29-RE7 30094.326 3675300.515
CURVE No
10
RADIUS
640.00
TRANS IN (m)
0.00
TRANS OUT (m)
0.00
TAN. IN (m)
198.86
TAN. OUT (m)
198.86
ANGLE
N7/2 CURVE DETAILS - WGS84 Lo19°
34°31'22"
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
29 000 30 000
ROADS - LAYOUTS
4397-32
V1
GENERAL ARRANGEMENT AND LONG-SECTION
ROUTE 7, SECTION 2: SV 29 000 - SV 30 000
1:1000 23 27
V1 28/06/2019 ORIGINAL VERSION DM MURPHY
DM MURPHY
950446
28/06/2019
32
RO
O
IDR
AA
I
M
O
O
R
R
E
E
S
B
U
R
G
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
SURVEY CONTROL POINTS
POINT
Z
C BRAND
