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Citation preview
3,7m RIGHT
3,7m LEFT
LE
VE
LS
HOR 1:1000VERT 1:100
VERTICAL CURVES
GRADES %
ON CENTRELINE
GROUND LEVELS
KILOMETER DISTANCE
HORIZONTAL ALIGNMENT
SCALE
135
PI=
13
2,9
20
km
0,1
75
PI=
12
2,2
00
km
0,3
40
PI=
12
4,0
55
km
0,6
80
PAARL FRANSCHHOEK
320° 09' 44 16° 36' 02" 349° 52' 20" 17° 21' 04"
135
130
125
130
125
120
115
0,9
80
0,9
60
0,9
40
0,9
20
0,8
80
0,8
60
0,8
40
0,8
20
0,7
80
0,7
60
0,7
40
0,7
20
0,6
80
0,6
60
0,6
40
0,6
20
0,5
80
0,5
60
0,5
40
0,5
20
0,4
80
0,4
60
0,4
40
0,4
20
0,3
80
0,3
60
0,3
40
0,3
20
0,2
80
0,2
60
0,2
40
0,2
20
0,1
80
0,1
60
0,1
40
0,1
20
0,0
80
0,0
60
0,0
40
0,0
20
1,0
00
0,9
00
0,8
00
0,7
00
0,6
00
0,5
00
0,4
00
0,3
00
0,2
00
0,1
00
0,0
00
39
,917
38
,733
37
,749
36
,726
35
,494
34
,520
33
,291
32
,493
31
,631
30
,650
29
,942
29
,039
28
,352
27
,690
27
,010
26
,370
25
,957
25
,304
24
,815
24
,193
24
,033
24
,010
23
,616
22
,974
22
,818
22
,521
22
,325
21
,526
21
,135
19
,889
18
,105
18
,460
18
,842
19
,168
18
,638
18
,766
18
,510
19
,678
20
,709
21
,448
22
,003
23
,142
24
,488
24
,359
25
,141
26
,067
27
,208
28
,287
29
,295
29
,871
31
,387
39
,685
38
,703
37
,722
36
,740
35
,759
34
,777
33
,722
32
,667
31
,709
30
,800
29
,940
29
,128
28
,365
27
,650
26
,983
26
,365
25
,851
25
,441
25
,080
24
,767
24
,446
24
,119
23
,840
23
,610
23
,354
23
,110
22
,899
22
,781
22
,672
22
,562
22
,541
22
,696
23
,027
23
,535
24
,144
24
,929
25
,964
27
,176
28
,389
29
,432
30
,303
31
,003
31
,531
31
,963
32
,223
32
,237
32
,102
31
,946
31
,789
31
,633
31
,476
39
,759
38
,777
37
,796
36
,814
35
,833
34
,852
33
,870
32
,889
31
,931
31
,022
30
,162
29
,350
28
,587
27
,872
27
,205
26
,587
26
,018
25
,497
25
,024
24
,600
24
,224
23
,897
23
,618
23
,388
23
,206
23
,073
22
,964
22
,855
22
,746
22
,636
22
,615
22
,770
23
,101
23
,609
24
,292
25
,151
26
,186
27
,398
28
,611
29
,654
30
,525
31
,225
31
,753
32
,111
32
,297
32
,311
32
,176
32
,020
31
,863
31
,707
31
,550
39
,685
38
,703
37
,722
36
,740
35
,768
34
,889
34
,018
33
,111
32
,153
31
,244
30
,384
29
,572
28
,809
28
,094
27
,427
26
,809
26
,184
25
,552
24
,969
24
,434
24
,002
23
,675
23
,396
23
,166
23
,058
22
,999
22
,890
22
,781
22
,672
22
,562
22
,541
22
,696
23
,037
23
,646
24
,440
25
,373
26
,408
27
,620
28
,833
29
,876
30
,747
31
,447
31
,975
32
,259
32
,334
32
,247
32
,102
31
,946
31
,789
31
,633
31
,476
+ 4,91 %+ 0,55 %- 6,50 %+ 0,78 %
K=83L=360K=22,7L=160,0K=23,4L=170,0
e=6,0 %
-O=056-26-17
T=96,6 m
R=180,0 m
L=177,3 m
CURVE 1 RIGHT
e=6,0 %
-O=026-43-41
T=47,5 m
R=200,0 m
L=93,3 m
CURVE 2 LEFT
e=6,0 %
-O=027-28-43
T=97,8 m
R=400,0 m
L=191,8 m
CURVE 3 RIGHT
BC
C 0
,15
8
EC
C 0
,33
5
BC
C 0
,52
0
EC
C 0
,61
4
BC
C 0
,68
5
EC
C 0
,87
7
ACCESS CULVERT1/ 9200 x 5600 INSITU
2/ 3000 x 1800
INSITU CULVERT
700
600
300
0
40
0Y
: 4
240.2
36
X :
37
40
248.3
27
20
0Y
: 4
278.3
79
X :
37
40
034.7
92
1000
900
500
300
200
100
0
300
800
400
10
0Y
: 4
18
X :
37
3Z
: 0
.00
BCC
ECC
BCC
ECC
ECC ECC
300
0
300
300
200
100
0
300400
BCC
ECC
122.230
HM-OBL
HM-D1B
PO
LE
S
120.144
PO
LE
SP
OLE
S
832/49
MH
OP 5249
PAARL
No. 827
THE FARM
THE FARM No. 1278
THE FARM No. 832REM. 832/38
RO
AD 12.59m
PIP
EL
INE
SE
RV
ITU
DE
(NO
WID
TH
) D
GM
10
81
3/1
954
PIPELINE SERVITUDE AREA DGM 10381/1959
832
/45
832/58832/79
832/57
REM. 8
32/36
REM.832/36
LC
130.38
PRB3
123.33PRB2
MH
MH
MH
219
395
FRANSCHHOEK
Y +4 200
EXCAVATIONS FOR BRICKS
EXCAVATIONS FOR BRICKS
EXCAVATIONS FOR BRICKS
EXCAVATIONS FOR BRICKS
BRICK FIELD
PO
LE
S
POLES
CONCRETEBRIDGE3204
3075
3203
830
832/50
832/56
RE/1278
286/83
PAARL
PSS1
122.355
HM-HS3132.121
R1.7
L1.5
R1.12
L1.11
L1.18
R1.13
R1.14
R1.16
R1.17
CONCRETESLAB
Y +4 200
R1.15
R1.18 R1.19
CLO
SED
CLO
SE
D
R1.20
R1.21
CLO
SED
PO
LE
S
POLES
PAARL
PO
LE
S
POLES
PAARL
ST
RA
WB
ER
RY
FIE
LD
L1.1
CLO
SED
L1.7
R1.9
L1.9
R1.10
L1.10
L1.3 L1.4
R1.5
R1.8
L1.6
L1.8
R1.11
832/55
832/66
REM. 819
THE FARMDRAAIHOOGTE No. 819
REM. 832/54
CLOSED
SW0/3
SW0/5
3078
L1.20
NEW 1,8m VIBRACRETE WALL
SW0/2
OP 5251
116,263°
CHU
TE
SW0/4
SW0/5
SW0/6
SW0/7
SW0/9
SW0/8
SW0/10
SW0/11
SW0/12
SW0/13
OPEN DRAIN
RE
M. 8
32T
HE
FA
RM
No. 8
32
BOLLARDS
Y +4 400
RIP EXISTING ROAD
L1.13
L1.12
L1.15L1.14L1.16
L1.17
L1.19
TO
SC
HO
OL
OF S
KIL
LS
L1.1 (b)
L1.1 (a)
TERRAFORCERETAINING WALL
TO
BR
ICK
FIE
LD
NOTE:
1) REFER TO SCHEDULE OF SERVICES DRAWINGS FOR DUCT POSITIONS
SW0/1
SW0/2a
REM. 832/48
L1.21
SERVITUDE
120.363
HM-D1A
PROPOSEDEXPROPIATION
CLO
SE
D
REMOVEFENCE
D1
D2
D3
D4
L1.2
R1.20
R1.21
L1.7
R1.9R1.4
R1.8
L1.8
R1.6
R1.2
R1.3
R1.5
R1.1
PROPOSEDEXPROPIATION
L1.1
L1.2
L1.3
L1.4
L1.5
L1.6
4 178.516 3 739 722.259
4 175.788 3 739 745.315
4 176.665 3 739 770.902
4 180.764 3 739 789.217
4 201.557
3 739 805.380
L1.11
L1.12
L1.13
L1.14
4 234.446 3 739 957.177
4 228.585 3 739 953.103
4 224.462 3 739 943.992
4 219.501 3 739 959.712L1.15
4 209.012 3 739 977.679L1.16
L1.17
4 230.884 3 739 974.409L1.18
4 247.253 3 739 996.316L1.19
4249.2643 3740094.9691L1.21
4 214.440 3 739 948.527
L1.1 (b) 3 739 624.5444 203.126
4 219.021L1.1 (a) 3 739 610.216
L1.8
L1.9
L1.10
4 185.358
3 739 846.805
3 739 849.418
3 739 887.0934 214.444
L1.7
4 238.179
4 208.077
3 739 950.139
COORDINATE LISTNEW ROAD RESERVE
POINTNo.
WGS 84/Lo 19º SYSTEM
Y+0,000
X+0 000 000,000
COORDINATE LISTNEW ROAD RESERVE
POINTNo.
WGS 84/Lo 19º SYSTEM
Y+0,000
X+0 000 000,000
4 247.247 3740033.9603L1.20
4 213.136 3 739 984.872
4 190.171 3 739679.434
4 253.257
R1.1
R1.2
R1.3
R1.4
R1.5
R1.6
R1.7
R1.8
R1.9
R1.10
R1.11
COORDINATE LISTNEW ROAD RESERVE
POINTNo.
WGS 84/Lo 19º SYSTEM
Y+0,000
X+0 000 000,000
4 349.9658
4 317.7148
3 739 552.125
3 739 603.358
4 227.7225
3 739 661.508
3 739 780.709
4 229.033 3 739 797.069
4 238.866 3 739 841.151
3 739 881.638
4 254.581 3 739 903.812
4 229.4507
3 739 715.600
3 739 757.911
4 237.8396
4 232.0803 3 739 740.910
3 74 0054.296
4 278.162
4 271.898
3 740 033.093
R1.13
3 740 160.944
R1.15
R1.14
R1.12
R1.16
R1.11
R1.21
R1.20
R1.19
R1.17
R1.18
3 739 903.8124 254.581
4 261.015 3 739 927.547
3 739 941.1654 270.327
4 311.927 3 739 928.796
4 296.932 3 739 954.120
4 289.439 3 739 966.665
4 279.266 3 739 996.778
4 284.722
3 740 115.622
4 285.349
COORDINATE LISTNEW ROAD RESERVE
POINTNo.
WGS 84/Lo 19º SYSTEM
Y+0,000
X+0 000 000,000
4 263.9722
4 248.571
BCC 4 246.258 3 739 645.304
PI 1 4 184.376 3 739 719.474
ECC 4 211.972 3 739 812.041
POINTNo.
WGS 84/Lo 19º SYSTEM
Y+0,000
X+0 000 000,000
CURVE SETTING OUT DATA
REFERENCE MARKS
POINTNo.
WGS 84/Lo 19º SYSTEM
Y+0,000
X+0 000 000,000 Z
PRB4 4 344.380 3 740 551.535 144.197
PRB1 4 526.106 3 739 659.543 128.241
PRB2 4 272.071 3 740 017.199 123.327
PRB3 4 244.633 3 740 276.217 130.377
HM-HS4 4 532.010 3 739 635.770 128.435
HM-HS3 4 271.310 3 739 470.470 132.121
HM-OBL 4 415.200 3 739 951.390 122.228
BCC 4 257.434 3 740 152.050
PI 3 4 240.236 3 740 248.327
ECC 4 269.403 3 740 341.678
POINTNo.
WGS 84/Lo 19º SYSTEM
Y+0,000
X+0 000 000,000
CURVE SETTING OUT DATA
D3
D4 4 278.905 3739678.5422
D2 3 739 610.3854 326.129
4 349.966D1 3 739 552.126
COORDINATE LISTNEW ROAD RESERVE
POINTNo.
WGS 84/Lo 19º SYSTEM
Y+0,000
X+0 000 000,000
4 307.995 3739640.1526
BCC 4 264.804 3 739 989.258
POINTNo.
WGS 84/Lo 19º SYSTEM
Y+0,000
X+0 000 000,000
PI 2 4 278.379 3 740 034.792
ECC 4 270.024 3 740 081.566
CURVE SETTING OUT DATA
21097KP0/LS/1
C749.2
AS SHOWN
LAYOUT PLAN AND LONGITUDINAL SECTION(km 0,0 to km 1,0)
GUARDRAILS
NUMBER
SIDE DRAIN TYPE
CLIMBING LANES
LEFT
LEFT
LEFTBARRIER LINES
KERBS
LEFT
RIGHT
RIGHT
RIGHT
NUMBERAND SIZE
LEFT
RIGHT
RIGHT
RIGHT
SUBSURFACE DRAIN
LEFT
DESIGN SPEED70 km/h
DIRECTION
INCREASING DISTANCE
90°
RD CL
225°
FLOW
DIR
ECTIO
N
FLOW
13/5/1/2/1-749.2UPGRADING OF MAIN ROAD 191(km 0,0 to km 9,57)
WHATSOEVER CAUSE OR HOWEVER ARISING
LIABILITY OF ANY KIND FROM
ONLY AND DOES NOT ATTRACT LEGAL
ADMINISTRATIVE REVIEW PURPOSES
THIS APPROVAL IS FOR PROCEDURAL AND
APPROVED
DATE
CONSULTING ENGINEERS
DATE
PROVINCIAL ROADS ENGINEERWCPA INDEX No.
WCPA STRUCTURES PLAN No.
SCALE
CONSULTANT'S PLAN No.
CONTRACT No.
P.R.E.'s FILE No.
PRECONS. ENG.DATE
APPROVEDADDITIONS AND AMENDMENTSNo.
CHECKED BY:
DRAWN BY:
CHECKED BY:
DESIGNED BY: PRELIMINARY
FOR INFORMATION ONLY
FOR APPROVAL
FOR TENDER PURPOSES
FOR CONSTRUCTIONe-mail: [email protected]
Tel:(021)912-3000
BELVILLE 7535 Fax:(021)912-3222
P.O.Box 398
GJS
GJS
EL
WJ
DRAINAGE
8
GD42/677
0/2 0/3 0/6 0/7 0/8 0/90/11
0/12 0/130/100/5 0/4
2/ 3000 x 18001/ Ø 600
1/ Ø 600
1/ Ø 6001/ Ø 318
1/ Ø 600
1/ Ø 315BRIDGE
1/ Ø 375
1/ Ø 375
1/ 900 x 450
1/ Ø 600
1/ Ø 600
TYPE 2 CONCRETE DRAIN (500 x 200)
TYPE 2 CONCRETE DRAIN (500 x 200)SPECIAL CONCRETE DRAINREFER TO CROSS-SECTION
TYPE 3
GD
42
/67
7
0 m 50 m 100 m
1cm = 10m on A0 size
0/2a
1/ Ø 600
ECC
2000
1900
1800
BCC 1500 1700
1400
1300
1200
1100
1000
1600
1900
EXISTING ROADRESERVE FENCEPOSITION TO BERETAINED. NEWFENCE TO BE ERECTED
REM. 819
THE FARM DRAAIHOOGTE
PAARL
1:1000
PLAN LAYOUT
X +
3 7
41 0
00
X +
3 7
41
200
X +
3 7
41 4
00
X +
3 7
40 6
00
X +
3 7
40 8
00
OP
5250
THE FARM DRAAIHOOGTE No. 819
REM. 819
815/6
THE FARM No. 815
THE FARMNo. 1566
SE
RV
. RO
AD
DG
M 1581/1970
815/3
REM.
815
1597/4
THE FARM KUNNENBURG
No. 811
THE FARM No. 1597
SERV. SEWAGE
TANK AREA
DGM 3221/2005
REM. 1597
SE
RV
. R
OA
D
DG
M 5
231
/195
4 THE FARM KUNNENBURG No. 811
THE FARM KUNNENBURG No. 811
REM. 811/37
811/27
811/38
811/25 811/26
811/34
REM. 811/2
811/32
REM. 811/2
PIP
EL
INE
SE
RV
ITU
DE
1.5
7m
WID
E D
GM
69
33
/19
48
PIP
EL
INE
SE
RV
ITU
DE
(N
O W
IDT
H)
DG
M 6
14
3/1
95
6
SERV. PIPELINE
3.0m WIDE DGM 9112/1983
SERV. PIPELINE
3.0m WIDE DGM 9111/1983
SE
RV
ITU
DE
RO
AD
7.0
m W
IDE
DG
M 4
07
5/1
99
7
C L
C L
CL
CL
210
211
255
306
229
236
237
376
628
629
630
PRB4
144.20
PRB5148.38 PRB6
131.82
MH
MH
PB
FRANSCHHOEK
Y +4 600
VINEYARD
VINEYARD
OPEN LAND
OPEN LAND
OPEN LAND
OPEN LAND
VINEYARD
VINEYARD
VINEYARD
VINEYARDVINEYARD
VINEYARD
RESIDENTIAL AREA & GARDEN
SCATTERED BLUE GUM TREES
EXCAVATIONS FOR BRICKS
EXCAVATIONS FOR BRICKS
VINEYARD
135
135
137.5
140
140
142.5
145
145145
145
147.5
147.
5
147.5
147.
5
145
145
142.5
142
.5
140
140
137.5
137.5
132.5
132.5
130
130
140
135
130
29 29.5
48
48.5
30.5
29
29
28.5
29.5
29.5
29.5
29.5
33
33
30
.5
30.5
31
31
31.5
31.5
32
32
33.5
33.5
34.5
34
.5
34
34
36.5
36.5
37
37
38
38
39.5
39.5
39
39
38.5
38.5
40.5
40.5
41
41
43
44.5
44.5
44
44
43.545.5
45.5
46
46
47
4746.5
46.5
48
48
46.5
46.5
47
47
46
4645.5
45.5
45.5
44.5
44.5
44.5
44.5
44
44
44
44
43.5
43.5
43
43
42
42
39.5
41.5
41.5
41
41
40
. 5
40.5
39
38.538
38
28
36
36
35.5
35.5
42
42
41.5
41.5
48.5
48.5
48
48
137m
2/8
11
17/1597
EXISTING ROAD RESERVEFENCE POSITION TO BE RETAINED.NEW FENCE TO BE ERECTED
EXISTING ROAD RESERVEFENCE POSITION TO BE RETAINED.NEW FENCE TO BE ERECTED
EXISTING ROAD RESERVEFENCE POSITION TO BE RETAINED.NEW FENCE TO BE ERECTED
L1.33
L1.34
PIP
ELIN
E S
ER
V.
0.6
3m
WID
E D
GM
7854/1
946
(FA
RM
81
1/2
4)
SP
TZ
REM. 819
THE FARM
DRAAIHOOGTE No. 819
REM. 811/2
SW1/1
EXISTING TREESTO BE REMOVE
X +
3 7
41 4
00
SW1/3
SW1/4
SW1/5
SW1/2
X +
3 7
41 4
00
Y +4 400
811/24
THE FARMKUNNENBURG No. 811
TO B
ERG
RIV
ER R
ESORT
NOTE:
1) REFER TO SCHEDULE OF SERVICES DRAWINGS FOR DUCT POSITIONS
EXISTING FENCETO BE REMOVED.
TERRAFORCERETAINING WALL(REFER TOCROSS-SECTIONS)
SW2/1
L1.30L1.31
L1.32
PROPOSEDEXPROPIATION
3,7m RIGHT
3,7m LEFT
LE
VE
LS
HOR 1:1000VERT 1:100
VERTICAL CURVES
GRADES %
GROUND LEVELS
KILOMETER DISTANCE
HORIZONTAL ALIGNMENT
SCALE
PAARL FRANSCHHOEK
ON CENTRELINE
km
1,9
50
PI=
130,0
00
km
1,6
90
PI=
135,2
50
km
1,2
80
PI=
153,5
00
17° 21' 04" 00° 18' 35"
140
135
130
145
140
135
130
1,9
80
1,9
60
1,9
40
1,9
20
1,8
80
1,8
60
1,8
40
1,8
20
1,7
80
1,7
60
1,7
40
1,7
20
1,6
80
1,6
60
1,6
40
1,6
20
1,5
80
1,5
60
1,5
40
1,5
20
1,4
80
1,4
60
1,4
40
1,4
20
1,3
80
1,3
60
1,3
40
1,3
20
1,2
80
1,2
60
1,2
40
1,2
20
1,1
80
1,1
60
1,1
40
1,1
20
1,0
80
1,0
60
1,0
40
1,0
20
2,0
00
1,9
00
1,8
00
1,7
00
1,6
00
1,5
00
1,4
00
1,3
00
1,2
00
1,1
00
1,0
00
29
,386
29
,496
29
,658
29
,922
30
,279
30
,779
31
,157
31
,516
31
,825
32
,319
32
,643
33
,099
33
,605
34
,160
34
,590
35
,277
35
,586
36
,333
37
,261
37
,945
38
,702
38
,945
40
,745
41
,563
42
,346
43
,165
43
,598
44
,390
45
,592
46
,394
47
,056
47
,682
48
,119
48
,312
48
,396
48
,326
48
,282
48
,024
47
,706
47
,269
46
,962
46
,545
46
,124
45
,665
45
,085
44
,409
43
,862
42
,996
42
,004
41
,024
39
,917
29
,388
29
,636
29
,915
30
,225
30
,567
30
,940
31
,339
31
,743
32
,147
32
,555
33
,002
33
,460
33
,918
34
,386
34
,898
35
,464
36
,111
36
,839
37
,649
38
,529
39
,419
40
,309
41
,199
42
,090
42
,980
43
,863
44
,664
45
,372
45
,995
46
,534
47
,021
47
,443
47
,781
48
,033
48
,200
48
,282
48
,279
48
,191
48
,017
47
,759
47
,416
46
,987
46
,474
45
,875
45
,191
44
,422
43
,568
42
,629
41
,648
40
,666
39
,685
29
,462
29
,710
29
,989
30
,299
30
,641
31
,014
31
,413
31
,817
32
,221
32
,625
33
,029
33
,433
33
,837
34
,251
34
,735
35
,301
35
,948
36
,677
37
,486
38
,366
39
,256
40
,146
41
,037
41
,927
42
,817
43
,707
44
,555
45
,318
45
,995
46
,588
47
,095
47
,517
47
,855
48
,107
48
,274
48
,356
48
,353
48
,265
48
,091
47
,833
47
,490
47
,061
46
,548
45
,949
45
,265
44
,496
43
,642
42
,703
41
,722
40
,740
39
,759
29
,388
29
,636
29
,915
30
,225
30
,567
30
,940
31
,339
31
,743
32
,147
32
,551
32
,955
33
,359
33
,755
34
,115
34
,573
35
,139
35
,786
36
,514
37
,323
38
,203
39
,093
39
,984
40
,874
41
,764
42
,654
43
,547
44
,446
45
,244
45
,921
46
,514
47
,021
47
,443
47
,781
48
,033
48
,200
48
,282
48
,279
48
,191
48
,017
47
,759
47
,416
46
,987
46
,474
45
,875
45
,191
44
,422
43
,568
42
,629
41
,648
40
,666
39
,685
- 1,08 %- 4,45 %+ 4,91 %
K=128,2L=120,0K=49,3L=120,0K=47,0L=440,0
T=134,8 mL=267,7 m
CURVE 4 LEFT
e=4,4 %
-O=017-02-29R=900,0 m
BC
C 1
,48
7
EC
C 1
,75
4
POINTNo.
WGS 84/Lo 19º SYSTEM
Y+0,000
X+0 000 000,000
CURVE SETTING OUT DATA
BCC 4 451.204 3 740 923.545
PI 4 4 491.417 3 741 052.248
ECC 4 492.145 3 741187.085
REFERENCE MARKS
PRB4 4 344.380 3 740 551.535 144.197
PRB5 4 420.961 3 740 797.108 148.383
PRB6 4 503.565 3 741 263.564 131.820
PRB7 4 483.737 3 741 547.770 128.016
PRB8 4 549.519 3 741 994.434 126.592
POINTNo.
WGS 84/Lo 19º SYSTEM
Y+0,000
X+0 000 000,000
Z+0,000
COORDINATE LISTNEW ROAD RESERVE
POINTNo.
WGS 84/Lo 19º SYSTEM
Y+0,000
X+0 000 000,000
4 395.642 3 740 831.460L1.22
4 408.157 3 740 834.131L1.23
21097KP0/LS/2
1:1000
LAYOUT PLAN AND LONGITUDINAL SECTION(km 1,0 to km 2,0)
GUARDRAILS
NUMBER
SIDE DRAIN TYPE
CLIMBING LANES
LEFT
LEFT
LEFTBARRIER LINES
KERBS
LEFT
RIGHT
RIGHT
RIGHT
NUMBERAND SIZE
LEFT
RIGHT
RIGHT
RIGHT
SUBSURFACE DRAIN
LEFT
DESIGN SPEED90 km/h
DIRECTION
INCREASING DISTANCE
90°
RD CL
225°
FLOW
DIR
ECTIO
N
FLOW
DRAINAGE
9
C749.2
13/5/1/2/1-749.2UPGRADING OF MAIN ROAD 191(km 0,0 to km 9,57)
WHATSOEVER CAUSE OR HOWEVER ARISING
LIABILITY OF ANY KIND FROM
ONLY AND DOES NOT ATTRACT LEGAL
ADMINISTRATIVE REVIEW PURPOSES
THIS APPROVAL IS FOR PROCEDURAL AND
APPROVED
DATE
CONSULTING ENGINEERS
DATE
PROVINCIAL ROADS ENGINEERWCPA INDEX No.
WCPA STRUCTURES PLAN No.
SCALE
CONSULTANT'S PLAN No.
CONTRACT No.
P.R.E.'s FILE No.
PRECONS. ENG.DATE
APPROVEDADDITIONS AND AMENDMENTSNo.
CHECKED BY:
DRAWN BY:
CHECKED BY:
DESIGNED BY: PRELIMINARY
FOR INFORMATION ONLY
FOR APPROVAL
FOR TENDER PURPOSES
FOR CONSTRUCTION
Tel:(021)912-3000
BELVILLE 7535 Fax:(021)912-3222
P.O.Box 398
GJS
WJ
EL
WJ GD42/678
1/1 1/2 1/3 1/4 1/5
1/ Ø 450
1/ 900 X 450
1/ Ø 600
1/ Ø 600
TYPE 2 CONCRETE DRAIN (500 x 200)
TYPE 2 CONCRETE DRAIN (500 x 200)
TYPE 2 CONCRETE DRAIN (500 x 200)500mm DEEP DRAIN
1/ Ø 900
GD
42
/67
8
TYPE 2 CONCRETE DRAIN (500 x 200)TYPE 3 CONCRETE DRAIN (500 x 200)TYPE 3 CONCRETE DRAIN (500 x 200)TYPE 2 CONCRETE DRAIN (500 x 200)TYPE 2 CONCRETE DRAIN (500 x 200)
REFER TO CROSS-SECTION
0 m 50 m 100 m
1cm = 10m on A0 size
e-mail: [email protected]
30002900
2800
2700
2600
2500
2000
21002600
ECC2200
2300
BCC2400
14
00
Y :
44
94.8
14
X :
37
41
680.6
47
Z :
0.0
00
BCC30002900
2800
2700
BCC
811/32
C LS
ER
V.
RO
AD
4.0
m W
I DE
DG
M 9
108/ 1
983
PAARL
FRANSCHHOEK
PAARL
1:1000
PLAN LAYOUT
X +
3 7
42
20
0
X +
3 7
42
00
0
X +
3 7
42
40
0
X +
3 7
41
80
0
X +
3 7
41
60
0
Y +4 400
L
C L
C
CL
LC
THE FARMKUNNENBURG No. 811
811/17
811/18
GEN. PLAN 2443/2003(SITUATE ON FARM 1234/1)
1348/2
1234/23(U/R)
1234/23(U/R)
1234/22(U/R)
SE
RV
ITU
DE
AC
CE
SS
RO
AD
811/19
SE
RV
. 2
.5m
WID
ED
GM
91
08
/ 19
83
SE
RV
ITU
DE
PIP
EL
INE
2.0
m W
IDE
DG
M 3
66
9/1
99
4
GEN. PLAN2443/2003
(SITUATE ON FARM 1234/1)
1234/21
1234/24(U/R)
THE FARM No. 1348
REM. 1348
1348/2
THE FARM No. 1348
1348/1
PIPELINE SERV.6.0m WIDEDGM 3670/1994
REM. 811/4
REM. 811/4
THE FARM
No. 1562
THE FARM No. 798REM. 798
SERV. PIPELINE2.0m WIDEDGM 4723/1993
SERV. PIPELINE2.0m WIDEDGM 3996/1974
REM. 811/4
THE FARM No. 13481348/1
PRB8126 59 PRB9
124.17
EX
IST
ING
EN
TR
AN
CE
TO
PA
AR
L N
UR
SE
RY
694
371
697
278
02
Y +4 600
+
++ ++++++++++++++++++++++
++
++
VINEYARD
VINEYARD
VINEYARD
OPEN LAND (PAARL NURSERY)OPEN LAND (PAARL NURSERY)
OPEN LANDOPEN LANDOPEN LAND
OPEN LAND (PAARL NURSERY)
OPEN LAND
OPEN LANDOPEN LAND
OPEN LAND
RESIDENTIAL AREA & GARDENS
RESIDENTIAL AREA & GARDENSOPEN LAND
OR
CH
AR
D
OR
CH
AR
D
130
127.
5
122.5
125
132
.5
125
125125
125
125
125
127.5
127
.5
127.5
127.5
125
125
125
125
127.5
125
23
.5
24
25.5
26.5
28
28
2424
.5
25
26
25
.5
26
25.5
24.5
24
23.5
24
24
.5
24.5
24
25.5
25.525.5
25.5
25.5 25.525.5
26
26
262625.525.5
25.525.5
26
26
26
26.5
25.5
2928.5 28.5
26
26
28
28
27
27
28
29
28.5
29.5 24.5 24
26
26.5
29
28.
5
28.529
28.5
27
28
28
25.5
25.5
24.5
24.5
24
24
32
24.5
24.5
24
24
23.5
23
28
27
26.5
26.5
26.526.5
31
2928
27
SPLIT POLE FENCING
HM-B2
126.617
CONCRETESLAB
DWELLING
BRIDGE
PAARL
FRANSCHHOEKDWELLING
EN
TR
AN
CE
TO
PA
AR
L N
UR
SE
RY
128PRB7
RETAINING WALL
TO BE RELOCATEDTO km 2340
26
EXISTING ROAD RESERVEFENCE POSITION TO BERETAINED. NEW FENCETO BE ERECTED
EXISTING ROADRESERVE FENCEPOSITION TO BERETAINED.
Y : 4
55
1.4
19
X : 3
74
2052.2
30
MH
PBPB
PB
MID
DLE
OF
RIV
ER
REM. 811/2
REM. 811/7
CL
EXISTING PIPECULVERT TO BEREMOVEDSW
2/1
SW2/2
SW2/3
SW2/4
SW2/5
SW2/6
SW2/7
DAYLIGHT CULVERTWITH OPEN DRAIN
Y +4 400
811/24THE FARM
NENBURG No. 811
TERRAFORCERETAINING WALL(REFER TOCROSS-SECTION)
NOTE:
1) REFER TO SCHEDULE OF SERVICES DRAWINGS FOR DUCT POSITIONS
MUNICIPALRESERVOIR
SW3/1
PRB9
124.17
SERVITUDE PIPELINE 2.0m WIDE DGM 3669/1994
HOR 1:1000VERT 1:100
3,7m RIGHT
3,7m LEFT
LE
VE
LS
VERTICAL CURVES
GRADES %
GROUND LEVELS
KILOMETER DISTANCE
HORIZONTAL ALIGNMENT
SCALE
PAARL FRANSCHHOEK
ON CENTRELINE
km
2,7
30
PI=
126,8
00
km
2,0
70
PI=
128,7
00
00° 18' 35" 07° 57' 18"
km
2,3
50
PI=
12
6,8
00
130
125
120
115
2,9
80
2,9
60
2,9
40
2,9
20
2,8
80
2,8
60
2,8
40
2,8
20
2,7
80
2,7
60
2,7
40
2,7
20
2,6
80
2,6
60
2,6
40
2,6
20
2,5
80
2,5
60
2,5
40
2,5
20
2,4
80
2,4
60
2,4
40
2,4
20
2,3
80
2,3
60
2,3
40
2,3
20
2,2
80
2,2
60
2,2
40
2,2
20
2,1
80
2,1
60
2,1
40
2,1
20
2,0
80
2,0
60
2,0
40
2,0
20
3,0
00
2,9
00
2,8
00
2,7
00
2,6
00
2,5
00
2,4
00
2,3
00
2,2
00
2,1
00
2,0
00
24
,695
24
,903
25
,080
25
,166
25
,260
25
,428
25
,579
25
,751
25
,791
25
,935
26
,211
26
,255
26
,403
26
,559
26
,635
26
,704
26
,486
26
,739
26
,647
26
,679
26
,502
26
,647
26
,472
26
,584
26
,575
26
,479
26
,528
26
,568
26
,643
26
,557
26
,699
26
,782
26
,409
26
,891
26
,930
27
,034
27
,158
27
,378
27
,479
27
,703
27
,799
27
,948
28
,093
28
,405
28
,624
28
,492
28
,808
28
,762
29
,124
29
,416
29
,386
25
,319
25
,409
25
,513
25
,605
25
,685
25
,765
25
,846
25
,954
26
,073
26
,192
26
,310
26
,427
26
,526
26
,605
26
,664
26
,704
26
,724
26
,726
26
,726
26
,726
26
,726
26
,726
26
,726
26
,726
26
,726
26
,726
26
,726
26
,726
26
,726
26
,726
26
,729
26
,751
26
,797
26
,865
26
,955
27
,068
27
,201
27
,337
27
,472
27
,608
27
,744
27
,880
28
,015
28
,151
28
,288
28
,438
28
,600
28
,776
28
,966
29
,169
29
,388
25
,241
25
,332
25
,436
25
,553
25
,672
25
,791
25
,909
26
,028
26
,147
26
,266
26
,384
26
,501
26
,600
26
,679
26
,738
26
,778
26
,798
26
,800
26
,800
26
,800
26
,800
26
,800
26
,800
26
,800
26
,800
26
,800
26
,800
26
,800
26
,800
26
,800
26
,803
26
,825
26
,871
26
,939
27
,029
27
,142
27
,275
27
,411
27
,546
27
,682
27
,818
27
,954
28
,089
28
,225
28
,362
28
,512
28
,674
28
,850
29
,040
29
,243
29
,462
25
,164
25
,254
25
,358
25
,479
25
,598
25
,717
25
,835
25
,954
26
,073
26
,192
26
,310
26
,427
26
,526
26
,605
26
,664
26
,704
26
,724
26
,726
26
,726
26
,726
26
,726
26
,726
26
,726
26
,726
26
,726
26
,726
26
,726
26
,726
26
,726
26
,726
26
,742
26
,801
26
,883
26
,988
27
,103
27
,216
27
,349
27
,485
27
,620
27
,756
27
,892
28
,028
28
,155
28
,256
28
,356
28
,468
28
,602
28
,776
28
,966
29
,169
29
,388
- 0,59 %- 0,00 %- 0,68 %- 1,08 %
K=280,6
L=200,0K=202,1L=120,0K=176,8L=120,0K=296,5L=120,0
e=2,0 %-O=007-38-42
T=93,5 m
R=1400,0m
L=186,8 m
CURVE 5 RIGHT
e=2,1 %
-O=011-04-59
T=194,0 m
R=2000,0m
L=386,9 m
CURVE 6 LEFT
BC
C 2
,15
4
BC
C 2
,90
8
EC
C 2
,34
1
POINTNo.
WGS 84/Lo 19º SYSTEM
Y+0,000
X+0 000 000,000
CURVE SETTING OUT DATA
BCC 4 494.308 3 741 587.105
PI 5 4 494.814 3 741 680.647
ECC 4 507.759 3 741 773.290
POINTNo.
WGS 84/Lo 19º SYSTEM
Y+0,000
X+0 000 000,000
CURVE SETTING OUT DATA
BCC 4 586.189 3 742 334.541
PI 6 4 613.044 3 742 526.718
ECC 4 602.455 3 742 720.473
HM-B2 4 557.280 3 742 100.730 126.617
PRB7 4 483.737 3 741 547.770 128.016
PRB8 4 549.519 3 741 994.434 126.592
PRB9 4 592.106 3 742 458.183 124.173
REFERENCE MARKS
POINTNo.
WGS 84/Lo 19º SYSTEM
Y+0,000
X+0 000 000,000
Z+0,000
21097KP0/LS/3
LAYOUT PLAN AND LONGITUDINAL SECTION(km 2,0 to km 3,0)
GUARDRAILS
NUMBER
SIDE DRAIN TYPE
CLIMBING LANES
LEFT
LEFT
LEFTBARRIER LINES
KERBS
LEFT
RIGHT
RIGHT
RIGHT
NUMBERAND SIZE
LEFT
RIGHT
RIGHT
RIGHT
SUBSURFACE DRAIN
LEFT
DESIGN SPEED90 km/h
DIRECTION
INCREASING DISTANCE
90°
RD CL
225°
FLOW
DIR
ECTIO
N
FLOW
DRAINAGE
10
C749.2
AS SHOWN13/5/1/2/1-749.2UPGRADING OF MAIN ROAD 191(km 0,0 to km 9,57)
WHATSOEVER CAUSE OR HOWEVER ARISING
LIABILITY OF ANY KIND FROM
ONLY AND DOES NOT ATTRACT LEGAL
ADMINISTRATIVE REVIEW PURPOSES
THIS APPROVAL IS FOR PROCEDURAL AND
APPROVED
DATE
CONSULTING ENGINEERS
DATE
PROVINCIAL ROADS ENGINEERWCPA INDEX No.
WCPA STRUCTURES PLAN No.
SCALE
CONSULTANT'S PLAN No.
CONTRACT No.
P.R.E.'s FILE No.
PRECONS. ENG.DATE
APPROVEDADDITIONS AND AMENDMENTSNo.
CHECKED BY:
DRAWN BY:
CHECKED BY:
DESIGNED BY: PRELIMINARY
FOR INFORMATION ONLY
FOR APPROVAL
FOR TENDER PURPOSES
FOR CONSTRUCTION
GJS
WJ
EL
WJ GD42/679
2/2 2/3 2/4 2/5 2/62/7
SHAPE GROUND
TOWARDS SV2600 @ 0.35%SPECIAL CONCRETE DRAIN @ 0.35%
1/ 900 X 4501/ Ø 600
1/ 900 X 450INSITU CULVERT
1/ 900 X 450
1/ 900 X 450
TYPE 2 CONCRETE DRAIN (500 x 200) SPECIAL CONCRETE DRAIN
OPEN EARTH DRAIN
SPECIAL CONCRETE DRAIN
1/ 900 X 450
2/1
GD
42
/67
9
0 m 50 m 100 m
1cm = 10m on A0 size
e-mail: [email protected]
Tel:(021)912-3000
BELVILLE 7535 Fax:(021)912-3222
P.O.Box 398
3,7m RIGHT
3,7m LEFT
LE
VE
LS
HOR 1:1000VERT 1:100
VERTICAL CURVES
GRADES %
GROUND LEVELS
KILOMETER DISTANCE
HORIZONTAL ALIGNMENT
SCALE
PAARL FRANSCHHOEK
ON CENTRELINE
135
130
125
120
115 km
3,9
10
PI=
131,4
80
km
3,7
10
PI=
127,8
00
km
3,4
70
PI=
125,4
00
km
3,0
50
PI=
124,9
00
356° 52' 18"
123.25
124.51
126.18
130
125
120
115
3,9
80
3,9
60
3,9
40
3,9
20
3,8
80
3,8
60
3,8
40
3,8
20
3,7
80
3,7
60
3,7
40
3,7
20
3,6
80
3,6
60
3,6
40
3,6
20
3,5
80
3,5
60
3,5
40
3,5
20
3,4
80
3,4
60
3,4
40
3,4
20
3,3
80
3,3
60
3,3
40
3,3
20
3,2
80
3,2
60
3,2
40
3,2
20
3,1
80
3,1
60
3,1
40
3,1
20
3,0
80
3,0
60
3,0
40
3,0
20
4,0
00
3,9
00
3,8
00
3,7
00
3,6
00
3,5
00
3,4
00
3,3
00
3,2
00
3,1
00
3,0
00
31
,338
31
,382
31
,493
31
,436
31
,102
31
,052
30
,744
30
,366
29
,949
29
,749
29
,340
28
,763
28
,407
28
,042
27
,450
27
,337
27
,194
26
,985
26
,763
26
,441
26
,344
25
,984
25
,989
25
,630
25
,447
25
,226
25
,116
25
,143
25
,063
24
,799
24
,812
24
,791
24
,742
24
,870
24
,778
24
,726
24
,743
24
,834
24
,673
24
,762
24
,633
24
,463
24
,485
24
,486
24
,109
24
,304
24
,586
24
,235
24
,636
24
,555
24
,695
31
,557
31
,523
31
,483
31
,393
31
,248
31
,048
30
,791
30
,479
30
,118
29
,750
29
,382
29
,014
28
,649
28
,309
27
,998
27
,714
27
,458
27
,230
27
,026
26
,826
26
,626
26
,426
26
,226
26
,029
25
,851
25
,695
25
,561
25
,449
25
,359
25
,291
25
,245
25
,219
25
,195
25
,171
25
,158
25
,172
25
,187
25
,202
25
,203
25
,180
25
,156
25
,132
25
,109
25
,087
25
,077
25
,082
25
,101
25
,134
25
,181
25
,243
25
,319
31
,631
31
,597
31
,557
31
,467
31
,322
31
,122
30
,865
30
,553
30
,192
29
,824
29
,456
29
,088
28
,723
28
,383
28
,072
27
,788
27
,532
27
,304
27
,100
26
,900
26
,700
26
,500
26
,300
26
,103
25
,925
25
,769
25
,635
25
,523
25
,433
25
,365
25
,319
25
,293
25
,269
25
,245
25
,221
25
,198
25
,174
25
,150
25
,126
25
,102
25
,079
25
,055
25
,031
25
,009
24
,999
25
,004
25
,023
25
,056
25
,104
25
,165
25
,241
31
,557
31
,523
31
,483
31
,393
31
,248
31
,048
30
,791
30
,479
30
,118
29
,750
29
,382
29
,014
28
,649
28
,309
27
,998
27
,714
27
,458
27
,230
27
,026
26
,826
26
,626
26
,426
26
,226
26
,029
25
,851
25
,695
25
,561
25
,449
25
,359
25
,291
25
,245
25
,219
25
,195
25
,171
25
,147
25
,124
25
,100
25
,076
25
,048
25
,025
25
,001
24
,977
24
,953
24
,931
24
,922
24
,926
24
,945
24
,979
25
,026
25
,088
25
,164
+ 0,17 %+ 1,84 %+ 1,00 %+ 0,12 %- 0,59 %
K=71,7L=120,0K=142,9L=120,0K=181,6K=280,6L=200,0
e=2,1 %
O=011-04-59
T=194,0 m
R=2000,0m
L=386,9 m
CURVE 6 LEFT
EC
C 3
,295
INVERT LEVELOF CONCRETE DRAIN
3800
20
00
Y :
46
13
.044
X :
37
42
526
. 718
400039003700360035003400
3300
3200ECC
3000
3100
3700360035003400
3300
3000
3100
PAARL
THE FARM No. 798REM. 798 REM. 811/4
BOX CULVERT371
1:1000
PLAN LAYOUT
X +
3 7
42
600
X +
3 7
42
800
X +
3 7
43
000
LC
L C
REM. 802KUNNENBURGH
THE FARM
SE
RV
. PIP
EL
INE
1.5
m
WID
E D
GM
36
41
/197
2
1238/1
REM. 798REM. 798
REM. 1238
THE FARM No. 798
THE FARM No. 1238
THE FARM No. 1238
REM. 798
DG
M 4
48
/19
73
E.P
.L. S
ER
V. 2
2.0
m W
IDE
22.0
m W
IDE
DG
M 45
0/1973
E.P
.L. S
ER
V.
789/4
789/4
REM. 1238
THE FARM No. 1238
REM. 811/4
THE FARM No. 1562124.80
PRB10
BA
BY
LON
S T
OR
ING
DR
1099
166
698
PAARL
FRANSCHHOEK
Y +4 600
OPEN LAND
ORCHARDORCHARD
VINEYARDVINEYARDORCHARDS
OPEN LAND
ORCHADS
ORCHARDSORCHARDS ORCHARDS
VINESORCHARDS
ORCHARDS
127.5
127.5
125
125 125
125
130
130
130
130
132.5 132.5
130
127.5
27
27
24
24
24
24
23.523.524
2424
23
23.5
23.5
23.5
23.5
24
24
32
31.5
30.5
33333231.5
29
28.5
28.5
28
28
31
30.5
30.5
29.5
29.5
29
29
26.5
26.5 26.5
26.5
26
27
26.5
26
26
25.5
25.524.5
24.5
24.5
24.5
24.5
24
24
2524.5
24.5
24.5
24.5
23.5
23.5
2424
23.5
23.5
23.523.5
24
24
.5
24.5
24
24
2828
24.5
24.5
24.5
24
24
THE FARM No. 1238
1238/1
EDGE BEAM
EDGE BEAM
NEW FENCE
EXISTING ROAD RESERVEFENCE POSITION TO BE RETAINED.NEW FENCE TO BE ERECTED
R3.2R3.1 R3.2
EXISTING ROADRESERVE FENCEPOSITION TO BERETAINED.
X +
3 7
42
40
0
THE FARM No. 13481348/1
REM.
802
SW3/1
SW3/2 SW
3/4
SW3/6
OPEN DRAIN SW4/1
PRB11
FREDERIK(021) 863-1482
131.39
2/ Ø900CULVERT
THE FARM
No. 1562
129.50
128.50
129
128.50
EXISTINGOPEN DRAIN
EXISTING OPEN DRAIN
NOTE:
1) REFER TO SCHEDULE OF SERVICES DRAWINGS FOR DUCT POSITIONS
SW3/5
PRB9
124.17
2/ Ø 600EXISTINGCULVERT
SW3/3
X +
3 7
43
400
X +
3 7
43
200
POINTNo.
WGS 84/Lo 19º SYSTEM
Y+0,000
X+0 000 000,000
CURVE SETTING OUT DATA
BCC 4 586.189 3 742 334.541
PI 6 4 613.044 3 742 526.718
ECC 4 602.455 3 742 720.473
REFERENCE MARKS
POINTNo.
WGS 84/Lo 19º SYSTEM
Y+0,000
X+0 000 000,000
Z+0,000
PRB10 4 580.286 3 742 925.623 124.795
PRB11 4 555.822 3 743 387.650 131.387
21097KP0/LS/4
LAYOUT PLAN AND LONGITUDINAL SECTION(km 3,0 to km 4,0)
GUARDRAILS
NUMBER
SIDE DRAIN TYPE
CLIMBING LANES
LEFT
LEFT
LEFTBARRIER LINES
KERBS
LEFT
RIGHT
RIGHT
RIGHT
NUMBERAND SIZE
LEFT
RIGHT
RIGHT
RIGHT
SUBSURFACE DRAIN
LEFT
DESIGN SPEED90 km/h
DIRECTION
INCREASING DISTANCE
90°
RD CL
225°
FLOW
DIR
ECTIO
N
FLOW
DRAINAGE
11
C749.2
AS SHOWN13/5/1/2/1-749.2UPGRADING OF MAIN ROAD 191(km 0,0 to km 9,57)
WHATSOEVER CAUSE OR HOWEVER ARISING
LIABILITY OF ANY KIND FROM
ONLY AND DOES NOT ATTRACT LEGAL
ADMINISTRATIVE REVIEW PURPOSES
THIS APPROVAL IS FOR PROCEDURAL AND
APPROVED
DATE
CONSULTING ENGINEERS
DATE
PROVINCIAL ROADS ENGINEERWCPA INDEX No.
WCPA STRUCTURES PLAN No.
SCALE
CONSULTANT'S PLAN No.
CONTRACT No.
P.R.E.'s FILE No.
PRECONS. ENG.DATE
APPROVEDADDITIONS AND AMENDMENTSNo.
CHECKED BY:
DRAWN BY:
CHECKED BY:
DESIGNED BY: PRELIMINARY
FOR INFORMATION ONLY
FOR APPROVAL
FOR TENDER PURPOSES
FOR CONSTRUCTION
GJS
WJ
EL
WJ
3/1 3/2 3/3 3/43/5
3/6
SPECIAL CONCRETE DRAIN (500 x 200)
EXTEND EXISTNGINSITU
2/ Ø 9001/ 900 x 450 1/ 900 x 450
1/ 900 x 450
1/ Ø 600
CONCRETE DRAIN (500 x 200) TYPE 2 CONCRETE DRAIN (500 x 200)
REFER TO CROSS-SECTION FOR POSITION
GD
42
/68
0
GD42/680
0 m 50 m 100 m
1cm = 10m on A0 size
e-mail: [email protected]
Tel:(021)912-3000
BELVILLE 7535 Fax:(021)912-3222
P.O.Box 398
3,7m RIGHT
3,7m LEFT
LE
VE
LS
HOR 1:1000VERT 1:100
VERTICAL CURVES
GRADES %
GROUND LEVELS
KILOMETER DISTANCE
HORIZONTAL ALIGNMENT
SCALE
PAARL FRANSCHHOEK
ON CENTRELINE
km
4,9
90
PI=
134,4
00
km
4,4
20
PI=
134,9
50
km
4,1
30
PI=
131,8
48
-O=025-08-59R=350,0 m
CURVE 7 LEFT
e=4,0 %-O=023-28-21
T=72,7 m
R=350,0 m
L=143,4 m356° 52' 18"
e=4,0 %
331° 43' 19" 355° 11' 40"
135
130
125
120
4,9
80
4,9
60
4,9
40
4,9
20
4,8
80
4,8
60
4,8
40
4,8
20
4,7
80
4,7
60
4,7
40
4,7
20
4,6
80
4,6
60
4,6
40
4,6
20
4,5
80
4,5
60
4,5
40
4,5
20
4,4
80
4,4
60
4,4
40
4,4
20
4,3
80
4,3
60
4,3
40
4,3
20
4,2
80
4,2
60
4,2
40
4,2
20
4,1
80
4,1
60
4,1
40
4,1
20
4,0
80
4,0
60
4,0
40
4,0
20
5,0
00
4,9
00
4,8
00
4,7
00
4,6
00
4,5
00
4,4
00
4,3
00
4,2
00
4,1
00
4,0
00
34
,798
34
,654
34
,510
34
,370
34
,274
34
,264
34
,265
34
,130
33
,908
34
,349
34
,312
33
,963
33
,982
33
,853
34
,334
34
,316
34
,235
34
,189
34
,267
34
,410
34
,561
34
,664
34
,731
34
,536
34
,873
34
,918
34
,677
34
,479
34
,416
34
,332
34
,106
34
,022
33
,842
33
,657
33
,609
33
,498
33
,181
32
,779
32
,686
32
,390
32
,112
31
,731
31
,650
31
,793
31
,143
31
,490
31
,343
31
,413
31
,469
31
,438
31
,338
34
,923
34
,703
34
,542
34
,442
34
,401
34
,413
34
,432
34
,451
34
,471
34
,490
34
,509
34
,529
34
,548
34
,567
34
,587
34
,603
34
,576
34
,570
34
,590
34
,609
34
,628
34
,648
34
,667
34
,729
34
,832
34
,936
35
,016
35
,001
34
,948
34
,865
34
,753
34
,612
34
,442
34
,235
33
,979
33
,716
33
,453
33
,189
32
,951
32
,737
32
,523
32
,313
32
,129
31
,975
31
,851
31
,758
31
,694
31
,657
31
,623
31
,590
31
,557
34
,997
34
,777
34
,616
34
,516
34
,475
34
,487
34
,506
34
,525
34
,545
34
,564
34
,583
34
,603
34
,622
34
,641
34
,661
34
,680
34
,699
34
,718
34
,738
34
,757
34
,776
34
,796
34
,815
34
,834
34
,854
34
,873
34
,878
34
,853
34
,800
34
,717
34
,605
34
,464
34
,294
34
,094
33
,880
33
,666
33
,452
33
,239
33
,025
32
,811
32
,597
32
,387
32
,203
32
,049
31
,925
31
,832
31
,768
31
,731
31
,697
31
,664
31
,631
34
,923
34
,703
34
,542
34
,442
34
,401
34
,413
34
,432
34
,451
34
,471
34
,490
34
,509
34
,529
34
,555
34
,617
34
,685
34
,754
34
,822
34
,866
34
,886
34
,905
34
,924
34
,944
34
,963
34
,940
34
,875
34
,809
34
,739
34
,705
34
,652
34
,569
34
,457
34
,316
34
,146
33
,949
33
,782
33
,592
33
,378
33
,165
32
,951
32
,737
32
,523
32
,313
32
,129
31
,975
31
,851
31
,758
31
,694
31
,657
31
,623
31
,590
31
,557
K=66,8L=160,0K=137,2L=160,0K=133,0L=120,0
-
CURVE 8 RIGHT
BC
C 4
,322
EC
C 4
,476
BC
C 4
,544
EC
C 4
,688
T=78,1 mL=153,6 m
350
X =
-4438.0
723 Y
= -
3744017.5
739
5000
4900
4800
4700ECC
BCC
4400
ECC
BCC
4500
4600
4300
42004100
4000
X +
3 7
43
40
0
131.39
1x1.0x1.0BOX CULVERT
PLAN LAYOUT
1:1000
X +
3 7
44
40
0
X +
3 7
44
20
0
X +
3 7
44
00
0
X +
3 7
43
80
0
X +
3 7
43
60
0
909/1
REM. 810/1
THE FARM RIVERSIDE No. 809
REM. 810
909/1
REM. 913
THE FARM ONGEGUND No. 909
No. 1337
THE FARM DRAKENSTEIN WYNKELDERS
THE FARM ONGEGUND No. 913
THE FARM RIVERSIDE No. 810
THE FARM RIVERSIDE No. 810
SERVITUDE ROAD 3.78m WIDE DGM 842/1967
E.P
.L. S
ER
V. (N
O D
AT
A)
0.95
m W
IDE
DG
M 8
42/19
67
SERVITUDE PIPELINE0.95m WIDEDGM 842/1967
THE FARM No. 809
INC
ON
SIS
TE
NT D
ATA
802/4
(ZONNEBLOEM)
REM. 802/2
(ZONNEBLOEM)
REM. 802/2
REM. 802
THE FARM KUNNENBURGH No. 802
THE FARMKUNNENBURGHNo. 802
KUNNENBURGH
THE FARM134.28PRB13
134.23PRB12
400mm PIPE
CE
591
841
844
845
847
CL
AC
CE
SS
RO
AD
3.78m
WID
E
SE
RV
ITU
DE
PIP
ELIN
E
FRANSCHHOEK
Y +4 400
ORCHARD
ORCHARD
ORCHARD
ORCHARDS
ORCHARDSORCHARDS
V E L D
V E L D
ORCHARD
ORCHARD
ORCHARD
VINEYARD
VINEYARD
VINEYARD
ORCHARD
VINEYARDOPEN LAND
VINEYARDVINEYARD
OPEN LAND
OPEN LAND
ORCHARD
OR
CH
AR
D
OR
CH
AR
D
OR
CH
AR
D
OR
CH
AR
D
132.
5
132.
5
135
135
132.
5
132.5
130130
132.5
130
130
132.5
132.5
135
135
135
135
135
137.5
132.5
132.5
36.5
3334.5
34.5
33.5
34
33
33.5
34
3334
33.5
34.5
33.5
33.5
30.5
30.5
30.5
32
34.5
33
33
33
33.534
33.5
35.536.536 37 38
35.5 35
3434
34.5
33.5
33.5
34.5
34.5
33.5
33.5
33.5
34.5
34.534.5
34.5
34.5
34
34
34
34
34
34
34
33.5
33.534
34
3434
33
33
32
32
32
31.5
31.5
31
31
30.5
30.5
31.531
30.5
3434
32 32
31
.531
34
34 34.5
34
34.5
34.5
33
33
32
33.5
33.5
33.5
CONCRETE
STRUCTURE
KM
4100
EDGE BEAM
EDGE BEAM
HM-D3
134.314
PAARL
EXISTING ROAD RESERVEFENCE POSITION TO BE RETAINED.NEW FENCE TO BE ERECTED
EXISTING ROAD RESERVE
FENCE POSITION TO BE RETAINED.
NEW FENCE TO BE ERECTED
NEW FENCE TO BE ERECTED
EXIS ELECTRIFIED FENCING
EXISTINGELECTRIFIEDFENCING
PRB11
THE FARM No. 798
NO DATA
SW4/3
EXISTING CULVERTTO BE REMOVE
SW4/5
SW 4/4
SW4/2
SW4/6
SW5/1
2/ Ø 600 EXISTINGCULVERT
1x1.0x1.0BOX CULVERT
SW4/3 EXISTING CULVERT
TO BE REMOVE
EXISTING OPEN DRAIN TOBE CLEANED AND LINED
SW4/7
SW4/8
SW4/9
129.50
129
128.50
NOTE:
1) REFER TO SCHEDULE OF SERVICES DRAWINGS FOR DUCT POSITIONS
TERRAFORCERETAINING WALLIF ORDEREDBY ENGINEER
NEW WALKWAY
EXISTING WALKWAYTO BE RETAINED
NEW WALKWAYTO BE CONSTRUCTED
EXISTING ELECTRIFIED
FENCING
SW4/1
PROPOSEDEXPROPIATION
POINTNo.
WGS 84/Lo 19º SYSTEM
Y+0.000
X+0 000 000.000
CURVE SETTING OUT DATA
BCC 4 546.399 3 743 746.168
PI 7 4 542.138 3 743 824.125
ECC 4 505.151 3 743 892.881
BCC 4 472.520 3 743 953.538
PI 8 4 438.072 3 744 017.537
ECC 4 431.980 3 744 090.031
POINTNo.
WGS 84/Lo 19º SYSTEM
Y+0.000
X+0 000 000.000
CURVE SETTING OUT DATA
HM-D3 4 422.970 3 744 152.230 134.314
PRB12 4 508.263 3 743 851.316 134.231
PRB13 4 411.876 3 744 244.099 134.282
REFERENCE MARKS
POINTNo.
WGS 84/Lo 19º SYSTEM
Y+0.000
X+0 000 000.000
Z+0.000
21097KP0/LS/5
1:1000
LAYOUT PLAN AND LONGITUDINAL SECTION(km 4,0 to km 5,0)
GUARDRAILS
NUMBER
SIDE DRAIN TYPE
CLIMBING LANES
LEFT
LEFT
LEFTBARRIER LINES
KERBS
LEFT
RIGHT
RIGHT
RIGHT
NUMBERAND SIZE
LEFT
RIGHT
RIGHT
RIGHT
SUBSURFACE DRAIN
LEFT
DESIGN SPEED90 km/h
DIRECTION
INCREASING DISTANCE
90°
RD CL
225°
FLOW
DIR
ECTIO
N
FLOW
DRAINAGE
12
C749.2
13/5/1/2/1-749.2UPGRADING OF MAIN ROAD 191(km 0,0 to km 9,57)
WHATSOEVER CAUSE OR HOWEVER ARISING
LIABILITY OF ANY KIND FROM
ONLY AND DOES NOT ATTRACT LEGAL
ADMINISTRATIVE REVIEW PURPOSES
THIS APPROVAL IS FOR PROCEDURAL AND
APPROVED
DATE
CONSULTING ENGINEERS
DATE
PROVINCIAL ROADS ENGINEERWCPA INDEX No.
WCPA STRUCTURES PLAN No.
SCALE
CONSULTANT'S PLAN No.
CONTRACT No.
P.R.E.'s FILE No.
PRECONS. ENG.DATE
APPROVEDADDITIONS AND AMENDMENTSNo.
CHECKED BY:
DRAWN BY:
CHECKED BY:
DESIGNED BY: PRELIMINARY
FOR INFORMATION ONLY
FOR APPROVAL
FOR TENDER PURPOSES
FOR CONSTRUCTION
GJS
WJ
EL
WJ
GD
42
/68
1
4/1 4/2 4/44/5
4/64/3
SPECIAL TYPE 3 DRAIN
SPECIAL TYPE 2 CONCRETE DRAIN(REFER TO CROSS-SECTION)
1/ 900 x 4501/ Ø 900 1/ Ø 600
1/ Ø 900
1/ 900 x 450
1/ Ø 600
4/7
1/ 900 x 450
2/ 3000 x 1800INSITU CULVERTS
1/ Ø 600
TYPE 2 CONCRETEDRAIN (500 x 200)
SPECIAL CONCRETE DRAIN (500 x 200)
TYPE 2 EARTH SIDE DRAIN OPEN EARTH DRAIN
SPECIAL TYPE 3 CONCRETE DRAIN(REFER TO CROSS-SECTION)
4/84/9
TYPE 2 CONCRETE DRAIN (500 x 200)
GD42/681
0 m 50 m 100 m
1cm = 10m on A0 size
e-mail: [email protected]
Tel:(021)912-3000
BELVILLE 7535 Fax:(021)912-3222
P.O.Box 398
5700 5800ECC
BCC5900
6000
430
Y : 4
26
4.9
09
X : 3
74
510
5.4
50
5600
5400BCC5300
5200
51005000
5500
5700
BCC
5600
ECC
R =
600
Y : 4
36
6.5
57
X : 3
74
486
8.2
48
Z : 0
.000
EXISTING ROAD RESERVEFENCE POSITION TO BE RETAINED.NEW FENCE TO BE ERECTED
EXISTING ROAD RESERVEFENCE POSITION TO BERETAINED. NEW FENCE TOBE ERECTED (SECURITY)
1:1000
PLAN LAYOUT
PB
Y +4 200
REM. 951/1
SE
RV
ITU
DE
RO
AD
5.0
m W
IDE
DG
M4525/1
985
DGM 1856/1996PIPELINE AREA
937/1
REM. 1577
(FARM 1577/1)DGM1856/1996
SERV. DAM AREA
THE FARM No. 1574
REM. 932
THE FARM No. 932
REM. 1577
THE FARM No. 1577
THE FARM
REM. 925
No. 921THE FARM
THE FARM
THE FARM No. 925
914/2
(MO
F)
No. 929
SIMONRAILTHE FARM
No. 920
SIMONDIUMKERKHOF
THE FARM
No. 9
14
ON
GE
GU
ND
AN
NE
X
TH
E F
AR
MN
o. 1
231
TH
E F
AR
M
No. 1574
REM. 921
ST
AT
E L
AN
D
No. 9
16
TH
E F
AR
M
No. 957
THE FARM DAWN MOUNTAINS
1.5
m W
IDE
DG
M 8
809/1
988
SE
RV
. PIP
ELIN
E A
RE
A
909/1
THE FARM ONGEGUND No. 909
No. 1337
THE FARM ONGEGUND No. 913
149.29
PRB16
02142
PRB15
67138
PRB14
LC
CELLARS & BUILDINGS
OPEN LAND
55
62
144
54
63
64
65 66
67
68
91
113
733
SLAB
SLAB
BARREL
(FARM 1577/1)
No. 922PAARL
SIMONDIUM STATION
THE FARMDRAKENSTEIN WYNKELDERS
909/1
REM. 913
THE FARM ONGEGUND No. 913
OPEN LAND
OPEN LAND
OPEN LAND
OPEN LAND
ORCHARDS
ORCHARDS
ORCHARDS
VINEYARD
OPEN LAND
OPEN LAND
OPEN LAND
OPEN LAND
OPEN LANDORCHARD
ORCHARD
ORCHARDSORCHARDS
155
152.5
147.5
147.5
135
135
135
137.5
137.5
140
140
142.
5
142
.5
145
145
147.5
147.5
150
150
152.5
137.5
53.5
50.5
51
51
56
5656
56
56
56
55.5
55.5
56
56
52
51
51.5
48
43
41
41.5
40.5
40.5
36.542
47
46.5
34
51.5
54.5
52
53.5
53.5
51.5
51.5
51
51
50.5
49.5
49.5
49
49
48.5
48.5
48.548
49
47
47
48
48
46.5
46.5
46
45.546
42
42
45.5
45.5
44.5
44.5
44
44
43.5
43.5
43
43
41
41
40.5
40.5
39
39
42
42
41.5
41.5
41.5
38.5
38.5
35.5
35.5
36.5
36.5
36
36
37
37
38
38
35.5 35
39.5
39.5
34.534
50.5
48
48
47
47
53
DAM
TAR
TAR
TAR
TAR
TAR
TAR
TAR
TAR
TAR
TAR
TAR
HM-RR3156.03
NEW FENCE
EXISTING ROAD RESERVEFENCE POSITION TO BE RETAINED.NEW FENCE TO BE ERECTED
EXISTING ELECTRIFIED
FENCING
EXISTINGELECTRIFIEDFENCING
EXISTINGELECTRIFIED
FENCING
SERVLC
No. 937THE FARM
THE FARM
THE NEW HOUSE
No. 935
SW5/1
SW5/2
SW5/3
SW5/4
SHALLOWOPEN DRAINEXCAVATION
EXISTING WALKWAYTO BE RETAINED
NEW WALKWAYTO BE CONSTRUCTED
EXISTING WALKWAYTO BE RETAINED
FRANSCHHOEK
C LS
ER
VIT
UD
E R
OA
D 5
.0m
WID
ED
GM
637
2/1
97
9 (
FA
RM
122
4/1
)
1577/3
REM. 1577
SV6040
1.190
149.447150.637
PROPOSEDEXPROPIATION
POINTNo.
WGS 84/Lo 19º SYSTEM
Y+0.000
X+0 000 000.000
CURVE SETTING OUT DATA
BCC 4 374.694 3 744 771.458
PI 9 4 366.557 3 744 868.248
ECC 4 328.298 3 744 957.527
POINTNo.
WGS 84/Lo 19º SYSTEM
Y+0.000
X+0 000 000.000
CURVE SETTING OUT DATA
BCC 4 304.253 3 745 013.637
PI 10 4 264.909 3 745 105.450
ECC 4 270.065 3 745 205.205
REFERENCE MARKS
POINTNo.
WGS 84/Lo 19º SYSTEM
Y+0.000
X+0 000 000.000
Z+0.000
HM-RR2 4 264.030 3 745 486.100 150.170
HM-RR3 4 369.130 3 745 428.32 156.032
PRB14 4 407.523 3 744 543.922 138.669
PRB15 4 350.472 3 744 851.269 142.021
PRB16 4 258.318 3 745 189.650 149.289
3,7m RIGHT
3,7m LEFT
LE
VE
LS
HOR 1:1000VERT 1:100
VERTICAL CURVES
GRADES %
GROUND LEVELS
KILOMETER DISTANCE
HORIZONTAL ALIGNMENT
SCALE
PAARL FRANSCHHOEK
ON CENTRELINE
130
135
125
140
PI=
139,0
00
PI=
151,6
00
km
5,1
90
PI=
142,9
00
km
5,4
80
km
5,8
90
336° 48' 12" 02° 57' 32"355° 11' 40"
5,9
40
5,8
60
5,7
60
5,6
40
5,5
40
5,4
80
5,3
80
5,2
60
5,1
20
5,6
00
5,0
00
51
,845
51
,733
51
,611
51
,436
51
,334
51
,085
50
,316
47
,071
47
,014
46
,627
45
,241
44
,767
44
,719
43
,914
42
,211
41
,318
41
,033
40
,451
40
,201
39
,900
39
,584
38
,978
37
,665
35
,875
34
,988
34
,798
51
,401
51
,454
51
,470
51
,387
50
,765
48
,195
47
,771
47
,346
46
,922
46
,073
45
,735
45
,482
44
,805
43
,204
41
,693
40
,405
39
,867
38
,596
38
,200
36
,396
34
,923
51
,438
51
,528
51
,316
51
,109
49
,690
49
,266
48
,841
48
,417
47
,993
47
,568
47
,144
46
,720
46
,295
45
,871
45
,446
45
,022
44
,598
44
,173
43
,753
43
,359
42
,997
42
,666
42
,366
42
,093
41
,824
41
,555
41
,286
41
,017
40
,748
40
,479
40
,210
39
,941
39
,668
39
,368
39
,035
38
,671
38
,274
37
,846
37
,390
36
,930
36
,470
36
,017
35
,617
35
,277
34
,997
51
,364
51
,454
51
,491
51
,470
51
,387
51
,242
51
,044
50
,839
50
,582
50
,263
49
,903
49
,488
49
,063
48
,639
48
,215
47
,790
47
,366
46
,942
46
,517
46
,007
45
,411
44
,828
44
,390
43
,966
43
,545
43
,152
42
,790
42
,459
42
,159
41
,886
41
,621
41
,417
41
,210
40
,943
40
,674
40
,405
40
,136
39
,867
39
,594
39
,294
38
,961
38
,596
38
,200
37
,772
37
,316
36
,856
36
,396
35
,943
35
,543
35
,203
34
,923
- 0,05 %+ 2,12 %+ 1,34 %+ 2,30 %
K=64,5L=140,0K=128,7L=100,0K=125,6L=120,0K=66,8L=160,0
e=5,6 %
-O=018-23-27
T=97,1 m
R=600,0 m
L=192,6 m
CURVE 9 LEFT
5,5
64
EC
C
5,3
72
BC
C
e=6,0 %
-O=026-09-19
T=99,9 m
R=430,0 m
L=196,3 m
CURVE 10 RIGHT
5,8
22
EC
C
5,6
25
BC
C
150
145
140
5,9
80
5,9
60
5,9
20
5,8
80
5,8
40
5,8
20
5,7
80
5,7
40
5,7
20
5,6
80
5,6
60
5,6
20
5,5
80
5,5
60
5,5
20
5,4
60
5,4
40
5,4
20
5,3
60
5,3
40
5,3
20
5,2
80
5,2
40
5,2
20
5,1
80
5,1
60
5,1
40
5,0
80
5,0
60
5,0
40
5,0
20
6,0
00
5,9
00
5,8
00
5,7
00
5,5
00
5,4
00
5,3
00
5,2
00
5,1
00
51
,526
50
,718
49
,909
49
,487
48
,997
48
,648
48
,166
47
,858
45
,753
44
,278
43
,506
43
,080
42
,775
42
,320
41
,929
41
,610
40
,737
39
,116
38
,546
38
,421
37
,618
37
,290
36
,843
36
,093
35
,324
51
,491
51
,242
51
,035
50
,429
49
,967
49
,473
49
,044
48
,619
46
,498
45
,216
44
,380
43
,960
43
,567
42
,873
42
,573
42
,300
42
,023
41
,355
41
,017
40
,686
40
,136
39
,594
39
,294
38
,961
37
,772
37
,316
36
,856
35
,943
35
,543
35
,203
51
,565
51
,544
51
,461
50
,839
50
,508
50
,115
K=74,8L=260,0
21097KP0/LS/6
LAYOUT PLAN AND LONGITUDINAL SECTION(km 5,0 to km 6,0)
GUARDRAILS
NUMBER
SIDE DRAIN TYPE
CLIMBING LANES
LEFT
LEFT
LEFTBARRIER LINES
KERBS
LEFT
RIGHT
RIGHT
RIGHT
NUMBERAND SIZE
LEFT
RIGHT
RIGHT
RIGHT
SUBSURFACE DRAIN
LEFT
DESIGN SPEED90km/h
DIRECTION
INCREASING DISTANCE
90°
RD CL
225°
FLOW
DIR
ECTIO
N
FLOW
DRAINAGE
13
1:1000
C749.2
13/5/1/2/1-749.2UPGRADING OF MAIN ROAD 191(km 0,0 to km 9,57)
WHATSOEVER CAUSE OR HOWEVER ARISING
LIABILITY OF ANY KIND FROM
ONLY AND DOES NOT ATTRACT LEGAL
ADMINISTRATIVE REVIEW PURPOSES
THIS APPROVAL IS FOR PROCEDURAL AND
APPROVED
DATE
CONSULTING ENGINEERS
DATE
PROVINCIAL ROADS ENGINEERWCPA INDEX No.
WCPA STRUCTURES PLAN No.
SCALE
CONSULTANT'S PLAN No.
CONTRACT No.
P.R.E.'s FILE No.
PRECONS. ENG.DATE
APPROVEDADDITIONS AND AMENDMENTSNo.
CHECKED BY:
DRAWN BY:
CHECKED BY:
DESIGNED BY: PRELIMINARY
FOR INFORMATION ONLY
FOR APPROVAL
FOR TENDER PURPOSES
FOR CONSTRUCTION
GJS
WJ
EL
WJ
GD
42
/68
2
5/1 5/2
TYPE 1C SIDE DRAIN
1/ 900 x 4501/ Ø 600
1/ 900 x 450
1/ 900 x 450
5/3 5/4
TYPE 2 CONCRETE DRAIN (500 x 200)
TYPE 2 CONCRETE DRAIN (500 x 200)
SUBSOIL
GD42/682
0 m 50 m 100 m
1cm = 10m on A0 size
e-mail: [email protected]
Tel:(021)912-3000
BELVILLE 7535 Fax:(021)912-3222
P.O.Box 398
3,7m RIGHT
3,7m LEFT
LE
VE
LS
HOR 1:1000VERT 1:100
VERTICAL CURVES
GRADES %
GROUND LEVELS
KILOMETER DISTANCE
HORIZONTAL ALIGNMENT
SCALE
PAARLFRANSCHHOEK
ON CENTRELINE
km
6,8
50
PI=
153,1
00
km
6,5
20
PI=
142,8
00
km
6,2
80
PI=
144,8
00
km
6,0
90
PI=
151,5
00
323° 07' 27"
150
145
140
135
6,9
80
6,9
60
6,9
40
6,9
20
6,8
80
6,8
60
6,8
40
6,8
20
6,7
80
6,7
60
6,7
40
6,7
20
6,6
80
6,6
60
6,6
40
6,6
20
6,5
80
6,5
60
6,5
40
6,5
20
6,4
80
6,4
60
6,4
40
6,4
20
6,3
80
6,3
60
6,3
40
6,3
20
6,2
80
6,2
60
6,2
40
6,2
20
6,1
80
6,1
60
6,1
40
6,1
20
6,0
80
6,0
60
6,0
40
6,0
20
7,0
00
6,9
00
6,8
00
6,7
00
6,6
00
6,5
00
6,4
00
6,3
00
6,2
00
6,1
00
6,0
00
53
,094
53
,071
53
,010
52
,995
52
,900
52
,763
52
,549
52
,285
51
,838
51
,611
51
,104
50
,567
50
,012
49
,499
48
,923
48
,218
47
,584
47
,093
46
,448
45
,701
45
,224
44
,669
44
,122
43
,113
43
,820
43
,534
43
,088
43
,182
43
,304
43
,417
43
,379
43
,505
43
,432
43
,426
43
,712
43
,882
44
,296
44
,683
45
,230
45
,833
46
,715
47
,900
48
,691
49
,571
50
,232
50
,711
51
,253
51
,768
51
,791
51
,742
51
,845
53
,299
53
,262
53
,226
53
,190
53
,153
53
,091
52
,942
52
,702
52
,372
51
,951
51
,440
50
,841
50
,217
49
,593
48
,968
48
,344
47
,720
47
,096
46
,471
45
,847
45
,223
44
,648
44
,172
43
,795
43
,517
43
,338
43
,257
43
,275
43
,393
43
,559
43
,726
43
,893
44
,059
44
,263
44
,549
44
,924
53
,373
53
,336
53
,300
53
,264
53
,227
53
,165
53
,016
52
,776
52
,446
52
,025
51
,514
50
,915
50
,291
49
,667
49
,042
48
,418
47
,794
47
,170
46
,545
45
,921
45
,297
44
,722
44
,246
43
,869
43
,591
43
,412
43
,331
43
,349
43
,467
43
,633
43
,800
43
,967
44
,133
44
,300
44
,512
44
,813
53
,299
53
,262
53
,226
53
,190
53
,153
53
,091
52
,942
52
,702
52
,372
51
,951
51
,440
50
,841
50
,217
49
,593
48
,968
48
,344
47
,720
47
,096
46
,471
45
,847
45
,223
44
,648
44
,172
43
,795
43
,517
43
,338
43
,257
43
,275
43
,393
43
,559
43
,726
43
,893
44
,059
44
,226
44
,438
44
,702
+ 0,18 %+ 3,12 %- 0,83 %- 3,53 %- 0,05 %
K=44,2L=130,0K=40,5L=160,0K=44,6L=120,0K=74,8L=260,0
e=6,0 %-O=039-50-04
T=164,9 m
R=455,0 m
L=316,3 m
CURVE 11 LEFT
EC
C 6
,32
5
BC
C 6
,00
9
REFER TO SETTING OUT DETAILS FOR LEVELS
REFER TO SETTING OUT DETAILS FOR LEVELS
REFER TO SETTING OUT DETAILS FOR LEVELS
6000
6300
70006900
6800
6500
ECC
6100
70006900
68006700
6600
65006400
6200
113
(FARM 1577/1)
1:1000
PLAN LAYOUT
Y +4 200
Y +4 000
X +
3 74
6 00
0
X +
3 74
6 20
0
X +
3 74
5 60
0
X +
3 74
5 80
0
No. 951
THE FARM No. 936REM. 936
REM. 937
937/1937/1
951/3
951/8
REM. 951/1
936/2
950/4
936/1
(GROOTRIVER)
THE FARM NEW HOUSENo. 935
REM.1220
THE FARM
No. 1333
WIDE DGM 8655/1981
936/33.0m WIDE DGM 8655/1981
950/9
940/2
940/4
940/1
THE FARM No. 940
REM. 940
THE FARM No. 945
THE FARM No. 943
THE FARM LE PLAISIR MERLE
No. 949
THE FARM No. 1509REM. 949/2
949/4
939/5
943/2
GEN. PLAN 1490
SIMONDIUM TOWNSHIP EXT. No. 2
REM. 114
116
117 (U/R)
118 (U/R)
18
.89
m W
IDE
946/3
THE FARM No. 946
(SITUATED ON ERF 114 SIMONDIUM)
7
8
CL
CL
PRB17
144.22
MH
MH
MHMH
MH
CANOPY
PA
SS
AG
E
PAARLKLEIN DRAKENSTEIN
SERV. WATER PIPE LINE 3.0m
SERV. WATER PIPE LINE
FRANSCHHOEK
Y +3 800
ME
UL
ST
RO
OM
RI V
ER
GR
OO
T R
IVER
GR
OO
T R
IVE
R
155
155
150
150
147.5
152.5
145
145
142
.5
140
140
142
.5
145
142.5
147.
5
147.5
147.5
145
145
145
145
150
150
150
152.5
147
.5
150
152.5
142
.5142
.5
140
140
142.5
140
152.5
48.5
54
54
49
49
54
53.5
50
49.5
50.5
53.5
54
54
54.5
54.5
51
51
5656
56
46
46
5656
55.5
56
52
52
45.5
52
52
51
47
52
43
51.5
4847
51
51.5
41.541
40.5
4039.539
40.5
43
43
43
48
51.5
54.5
52
48
52
52
47
47
48.5
48.549
49
50
.5
50.5
49.5
49
.5
46.5
45.5
43
53.5
53.551
.5
51.5
44.5
44.543.543.5
51.5
51.5
51
51
44
44
43
43
48
48
43.5
43.5
49
48
47
47
46
43.5
45.5
44
.5
44
43.5
43
45
.545.5
47
42
41
43
43
43
43
43.5
44
44
44.5
44.5
44.5
44
.5
44
44
46.5
46
43.5 43
45.5
53
5348
DWELLING
TAR
TAR
TAR
TAR
EXISTING SHOP
EXISTING STORE
LINE OF CANOPY OVER
NEW SHOP
AGRIMARK
HM-RR2
150.17
HM-PP1
145.80 143.15
JB3 146.77JB2
HM-RR3
156.03
THE FARM SION No. 939
THE FARMNo. 932
No. 937THE FARM
(FARM 1577/1)DGM1856/1996SERV. DAM AREA
952/2
No. 952
FREDERIKSBURG
THE FARM
REM. 1577
EXISTINGSIDEWALK
PROPOSEDWALKWAY
THE FARM VREDE EN LUST
No. 950
120
946/11 (U/R)
500 x 200mmTRAPEZOIDALCONCRETE DRAIN
SW6/7
SW6/6
SW6/8
ETTIENNE BUYS082 896 5194DANA BUYS082 891 1800
LIMIT OFCONSTRUCTION
SW6/5
SW6/7
SW6/6
SW6/4 CONCRETE
RETAININGWALL
CONSTRUCTNEW WALKWAY
EXISTINGWALKWAY
DR 1091 WATERGATPAD TO BIEN DONNEPRISON
EXISTINGWALKWAY
EXISTING ROAD RESERVE FENCEPOSITION TO BE RETAINED. NEWFENCE TO BE ERECTED (SECURITY)
THE FARM No. 937
REM. 937
REM. 950/1 EXISTING ROAD RESERVEFENCE POSITION TO BE RETAINED.NEW FENCE TO BE ERECTED
LIMIT OFCONSTRUCTIONEXISTING ROADRESERVE FENCEPOSITION TO BERETAINED.
SW6/1
EXISTING Ø 300 PIPECULVERT TO BEREPLACED WITH Ø 450
OPEN EARTHDRAIN
SW6/2b
OPEN EARTHDRAIN
SW6/ 2a
SW6/2
SW6/3
SV6040
1.190149.447150.637
SV6090
150.637
1.190149.447
PROPOSEDEXPROPIATION
BCC 4 279.722 3 745 392.057
PI 11 4 288.233 3 745 556.701
ECC 4 189.301 3 745 688.581
POINTNo.
WGS 84/Lo 19º SYSTEM
Y+0.000
X+0 000 000.000
CURVE SETTING OUT DATA
BCC 3 759.222 3 746 261.895
PI 12 3 738.224 3 746 289.887
ECC 3 718.218 3 746 318.596
POINTNo.
WGS 84/Lo 19º SYSTEM
Y+0.000
X+0 000 000.000
CURVE SETTING OUT DATA
REFERENCE MARKS
POINTNo.
WGS 84/Lo 19º SYSTEM
Y+0.000
X+0 000 000.000
Z+0.000
HM-RR2 4 264.030 3 745 486.100 150.170
JB2 3 996.600 3 745 954.230 146.768
JB3 4 109.530 3 745 782.190 143.150
HM-PP1 4 243.280 3 745 611.250 145.800
PRB17 4 207.009 3 745 679.335 144.223
21097KP0/LS/7
LAYOUT PLAN AND LONGITUDINAL SECTION(km 6,0 to km 7,0)
GUARDRAILS
NUMBER
SIDE DRAIN TYPE
CLIMBING LANES
LEFT
LEFT
LEFTBARRIER LINES
KERBS
LEFT
RIGHT
RIGHT
RIGHT
NUMBERAND SIZE
LEFT
RIGHT
RIGHT
RIGHT
SUBSURFACE DRAIN
LEFT
DESIGN SPEED90km/h
DIRECTION
INCREASING DISTANCE
90°
RD CL
225°
FLOW
DIR
ECTIO
N
FLOW
DRAINAGE
14
1:1000
C749.2
13/5/1/2/1-749.2UPGRADING OF MAIN ROAD 191(km 0,0 to km 9,57)
WHATSOEVER CAUSE OR HOWEVER ARISING
LIABILITY OF ANY KIND FROM
ONLY AND DOES NOT ATTRACT LEGAL
ADMINISTRATIVE REVIEW PURPOSES
THIS APPROVAL IS FOR PROCEDURAL AND
APPROVED
DATE
CONSULTING ENGINEERS
DATE
PROVINCIAL ROADS ENGINEERWCPA INDEX No.
WCPA STRUCTURES PLAN No.
SCALE
CONSULTANT'S PLAN No.
CONTRACT No.
P.R.E.'s FILE No.
PRECONS. ENG.DATE
APPROVEDADDITIONS AND AMENDMENTSNo.
CHECKED BY:
DRAWN BY:
CHECKED BY:
DESIGNED BY: PRELIMINARY
FOR INFORMATION ONLY
FOR APPROVAL
FOR TENDER PURPOSES
FOR CONSTRUCTION
GJS
WJ
EL
WJ
KERB AND CHANNEL (TYPE 4 AND 300 PRECAST CHANNEL)
GD42/683
6/5 6/6 6/7 6/8
OUTLET STRUCTURE
KERB AND CHANNEL (TYPE 4 AND 300 INSITU)
1/ Ø 450 1/ Ø 600
TYPE 1C SIDE DRAIN
GD
42
/68
3
0 m 50 m 100 m
1cm = 10m on A0 size
1/ 2100 x 2100INSITU CULVERT
2/ 3600 x 2600INSITU CULVERT
6/1 6/26/4
6/2 6/2a b 6/3
1/ Ø 600
1/ Ø 600
1/ Ø 4501/ Ø 450
1/ Ø 600
e-mail: [email protected]
Tel:(021)912-3000
BELVILLE 7535 Fax:(021)912-3222
P.O.Box 398
3,7m RIGHT
3,7m LEFT
LE
VE
LS
HOR 1:1000VERT 1:100
VERTICAL CURVES
GRADES %
GROUND LEVELS
KILOMETER DISTANCE
HORIZONTAL ALIGNMENT
SCALE
PAARL FRANSCHHOEK
ON CENTRELINE
165
km
7,8
60
PI=
161,6
00
km
7,7
10
PI=
158,2
50
km
7,5
30
PI=
158,6
25
km
7,3
30
PI=
157,2
00
km
7,0
70
PI=
153,5
00
325° 07' 44"323° 07' 27"
160
155
150
145
7,9
80
7,9
60
7,9
40
7,9
20
7,8
80
7,8
60
7,8
40
7,8
20
7,7
80
7,7
60
7,7
40
7,7
20
7,6
80
7,6
60
7,6
40
7,6
20
7,5
80
7,5
60
7,5
40
7,5
20
7,4
80
7,4
60
7,3
80
7,3
60
7,3
40
7,3
20
7,2
80
7,2
60
7,2
40
7,2
20
7,1
80
7,1
60
7,1
40
7,1
20
7,0
80
7,0
60
7,0
40
7,0
20
8,0
00
7,9
00
7,8
00
7,7
00
7,6
00
7,5
00
7,4
00
7,3
00
7,2
00
7,1
00
7,0
00
62
,381
62
,267
62
,150
61
,744
61
,860
61
,415
61
,369
61
,235
60
,707
60
,331
60
,135
59
,667
59
,292
58
,795
58
,572
58
,153
58
,119
58
,094
58
,091
58
,060
58
,097
58
,087
58
,095
58
,113
58
,092
57
,875
57
,829
57
,678
57
,184
57
,038
56
,895
56
,785
56
,654
56
,439
56
,213
55
,871
55
,709
55
,436
55
,128
54
,859
54
,602
54
,323
54
,076
53
,835
53
,640
53
,437
53
,277
53
,137
53
,094
62
,428
62
,299
62
,170
62
,042
61
,893
61
,704
61
,476
61
,208
60
,901
60
,553
60
,166
59
,739
59
,303
58
,938
58
,654
58
,451
58
,330
58
,290
58
,322
58
,363
58
,405
58
,434
58
,436
58
,412
58
,361
58
,285
58
,182
58
,052
57
,623
57
,462
57
,284
57
,088
56
,875
56
,644
56
,394
56
,128
55
,845
55
,561
55
,276
54
,991
54
,707
54
,422
54
,143
53
,899
53
,698
53
,537
53
,418
53
,340
53
,299
62
,502
62
,373
62
,244
62
,116
61
,967
61
,778
61
,550
61
,282
60
,975
60
,627
60
,240
59
,813
59
,377
59
,012
58
,728
58
,525
58
,404
58
,364
58
,396
58
,438
58
,479
58
,508
58
,510
58
,486
58
,435
58
,359
58
,256
58
,126
57
,697
57
,536
57
,358
57
,162
56
,949
56
,718
56
,468
56
,202
55
,919
55
,635
55
,350
55
,065
54
,781
54
,496
54
,217
53
,973
53
,772
53
,611
53
,492
53
,414
53
,373
62
,428
62
,299
62
,170
62
,042
61
,893
61
,704
61
,476
61
,208
60
,901
60
,553
60
,166
59
,739
59
,303
58
,938
58
,654
58
,451
58
,330
58
,290
58
,322
58
,363
58
,405
58
,434
58
,436
58
,412
58
,361
58
,285
58
,182
58
,052
57
,623
57
,462
57
,284
57
,088
56
,875
56
,644
56
,394
56
,128
55
,845
55
,561
55
,276
54
,991
54
,707
54
,422
54
,143
53
,899
53
,698
53
,537
53
,418
53
,340
53
,299
K=100,7L=160,0K=49,1L=120,0K=152,0L=140,0K=225,2L=160,0K=96,7L=120,0
e=0,0 %
-O=002-00-17
T=35,0 m
R=2000,0m
L=70,0 m
CURVE 12 RIGHT
BC
C 7
,04
2
EC
C 7
,11
2
ECC
2000
Y :
3738
.224
X :
3746
289.
887
80007900780077007600750074007300720071007000
ECC8000790078007700760075007400730072007100
7000
X +
3 74
6 20
0
943
E FARM No. 1509
1:1000
PLAN LAYOUT
Y +3 200
X +
3 74
6 80
0
X +
3 74
7 00
0Y +3 400
Y +3 600
X +
3 74
6 40
0
X +
3 74
6 60
0
THE FARM ANTONISFONTEIN
REM. 978/2
REM. 1264
978/7
THE FARM TONISFONTYN No. 978
978/5
946/3
THE FARM ANTONISFONTEIN
No. 1264
THE FARM TONIS FONTYN No. 978
THE FARM No. 1509
THE FARM No. 1510 THE FARM RACHEL- FONTEIN No. 977
REM. 977
REM. 978/2REM. 978/2
REM. 1264
THE FARM No. 946
PRB19
155.26
MH
MH
PAARLKLEIN DRAKENSTEIN
24
PAARL
FRANSCHHOEK
Y +3 200
OPEN LAND
OPEN LANDOPEN LAND
ORCHARD ORCHARD
ORCHARD
ORCHARD
OPEN LAND
SCATTERED BUSH OPEN LAND
OPEN LANDOPEN LAND
OPEN LAND
ORCHARD
157.5157.5
157.5157.5
152.5
155
155
157
.5
157.5
157.5160
160162.5
162
.5
162.5
62.5
61
60.561
58
58
56.5
56.5
53 53.5
55.5
51 5152
51.5
61
61.5
61.5
62
62
61
6160.5
60.5
5858
56.5
58.5
58.55757
59
59
59.5
59.558
5858
58
58.558.55858
57
57
56.5
56.5
56.5
54.5
54.5
56
56
55.5
55.5
535353
53
54
5458
58
5858 58
58
5858
53.5 58.5
58.5
58.5
58.5
5858KM
STUMPTARSTUMPTAR
REM. 1264
EDGE BEAM
53.5
EXISTING ROAD RESERVE FENCEPOSITION TO BE RETAINED. NEWFENCE TO BE ERECTED(VERMIN TO KM 7,3)
VELDSPANVERMIN VELDSPAN
REM. 1264
REM. 978/2THE FARM TONIS FONTYN No. 978
THE
FARM
No. 976
SW7/2
SW7/1
EXISTINGWALKWAY
946/3
THE FARM No. 946
946/11 (U/R)
CONSTRUCT NEW WALKWAY
EXISTING ROADRESERVE FENCEPOSITION TO BERETAINED.
CONSTRUCT NEW WALKWAY
REFERENCE MARKS
POINTNo.
WGS 84/Lo 19º SYSTEM
Y+0.000
X+0 000 000.000
Z+0.000
PRB19 3 680.684 3 746 397.619 155.263
PRB20 3 156.740 3 747 147.988 162.820
21097KP0/LS/8
LAYOUT PLAN AND LONGITUDINAL SECTION(km 7,0 to km 8,0)
GUARDRAILS
NUMBER
SIDE DRAIN TYPE
CLIMBING LANES
LEFT
LEFT
LEFTBARRIER LINES
KERBS
LEFT
RIGHT
RIGHT
RIGHT
NUMBERAND SIZE
LEFT
RIGHT
RIGHT
RIGHT
SUBSURFACE DRAIN
LEFT
DESIGN SPEED90 km/h
DIRECTION
INCREASING DISTANCE
90°
RD CL
225°
FLOW
DIR
ECTIO
N
FLOW
DRAINAGE
15
1:1000
C749.2
13/5/1/2/1-749.2UPGRADING OF MAIN ROAD 191(km 0,0 to km 9,57)
WHATSOEVER CAUSE OR HOWEVER ARISING
LIABILITY OF ANY KIND FROM
ONLY AND DOES NOT ATTRACT LEGAL
ADMINISTRATIVE REVIEW PURPOSES
THIS APPROVAL IS FOR PROCEDURAL AND
APPROVED
DATE
CONSULTING ENGINEERS
DATE
PROVINCIAL ROADS ENGINEERWCPA INDEX No.
WCPA STRUCTURES PLAN No.
SCALE
CONSULTANT'S PLAN No.
CONTRACT No.
P.R.E.'s FILE No.
PRECONS. ENG.DATE
APPROVEDADDITIONS AND AMENDMENTSNo.
CHECKED BY:
DRAWN BY:
CHECKED BY:
DESIGNED BY: PRELIMINARY
FOR INFORMATION ONLY
FOR APPROVAL
FOR TENDER PURPOSES
FOR CONSTRUCTION
GJS
WJ
EL
WJ
GD
42
/68
4
1/ Ø 6001/ 900 x 450
7/1 7/2
TYPE 2 EARTH DRAIN
GD42/684
0 m 50 m 100 m
1cm = 10m on A0 size
e-mail: [email protected]
Tel:(021)912-3000
BELVILLE 7535 Fax:(021)912-3222
P.O.Box 398
3,7m RIGHT
3,7m LEFT
LE
VE
LS
HOR 1:1000VERT 1:100
VERTICAL CURVES
GRADES %
GROUND LEVELS
KILOMETER DISTANCE
HORIZONTAL ALIGNMENT
SCALE
PAARL FRANSCHHOEK
ON CENTRELINE
170
165
160
km
8,8
50
PI=
167,6
00
km
8,6
10
PI=
166,5
00
km
8,4
50
PI=
165,4
00
km
8,3
10
PI=
164,5
00
325° 07' 44" 320° 20' 44"
155
150
8,9
80
8,9
60
8,9
40
8,9
20
8,8
80
8,8
60
8,8
40
8,8
20
8,7
80
8,7
60
8,7
40
8,7
20
8,6
80
8,6
60
8,6
40
8,6
20
8,5
80
8,5
60
8,5
40
8,5
20
8,4
80
8,4
60
8,4
40
8,4
20
8,3
80
8,3
60
8,3
40
8,3
20
8,2
80
8,2
60
8,2
40
8,2
20
8,1
80
8,1
60
8,1
40
8,1
20
8,0
80
8,0
60
8,0
40
8,0
20
9,0
00
8,9
00
8,8
00
8,7
00
8,6
00
8,5
00
8,4
00
8,3
00
8,2
00
8,1
00
8,0
00
66
,799
66
,919
66
,982
66
,933
67
,172
67
,194
67
,075
67
,263
67
,237
67
,132
67
,036
66
,950
66
,852
66
,833
66
,743
66
,623
66
,441
66
,512
66
,189
66
,303
66
,179
66
,100
66
,009
65
,902
65
,758
65
,593
65
,438
65
,274
65
,123
65
,012
64
,837
64
,639
64
,379
64
,313
64
,294
64
,175
64
,053
63
,900
63
,682
63
,587
63
,547
63
,337
63
,250
63
,001
62
,512
62
,532
62
,626
62
,578
62
,451
62
,232
62
,381
66
,864
66
,952
67
,041
67
,129
67
,214
67
,280
67
,323
67
,344
67
,342
67
,318
67
,272
67
,202
67
,113
67
,022
66
,930
66
,839
66
,747
66
,654
66
,555
66
,448
66
,333
66
,211
66
,081
65
,945
65
,807
65
,670
65
,534
65
,399
65
,266
65
,135
65
,005
64
,876
64
,747
64
,619
64
,490
64
,361
64
,233
64
,104
63
,975
63
,846
63
,717
63
,588
63
,459
63
,330
63
,202
63
,073
62
,944
62
,815
62
,686
62
,557
62
,428
66
,938
67
,026
67
,115
67
,203
67
,288
67
,354
67
,397
67
,418
67
,416
67
,392
67
,346
67
,276
67
,188
67
,096
67
,004
66
,913
66
,821
66
,728
66
,629
66
,522
66
,407
66
,285
66
,155
66
,019
65
,881
65
,744
65
,608
65
,473
65
,340
65
,209
65
,079
64
,950
64
,821
64
,693
64
,564
64
,435
64
,307
64
,178
64
,049
63
,920
63
,791
63
,662
63
,533
63
,404
63
,276
63
,147
63
,018
62
,889
62
,760
62
,631
62
,502
66
,864
66
,952
67
,041
67
,129
67
,214
67
,280
67
,323
67
,344
67
,342
67
,318
67
,272
67
,202
67
,113
67
,022
66
,930
66
,839
66
,747
66
,654
66
,555
66
,448
66
,333
66
,211
66
,081
65
,945
65
,807
65
,670
65
,534
65
,399
65
,266
65
,135
65
,005
64
,876
64
,747
64
,619
64
,490
64
,361
64
,233
64
,104
63
,975
63
,846
63
,717
63
,588
63
,459
63
,330
63
,202
63
,073
62
,944
62
,815
62
,686
62
,557
62
,428
- 0,44 %+ 0,46 %+ 0,69 %+ 0,64 %+ 0,64 %
K=177,9L=160,0K=523,6L=120,0K=2687,5L=120,0K=75456,2L=120,0
e=0,0 %
-O=004-46-59
T=41,8 m
R=1000,0m
L=83,5 m
CURVE 13 LEFT
BC
C 8
,78
2
EC
C 8
,86
5
8600 8700 BCCECC
1000
Y :
2739
.566
X :
3747
722.
967
8500830081008000 8600 8700 8800
8900
9000
ECC8400 8500830081008000 8200
X +
3 74
7 00
0
THE FARM TONISFONTYN No. 978
978/5
PAARL
1:1000
PLAN LAYOUT
X +
3 74
7 20
0
X +
3 74
7 80
0Y +2 600
X +
3 74
7 60
0
X +
3 74
7 40
0Y +3 000
Y +2 800
1631/1
REM. 1631
THE FARM No. 1631
THE FARM No. 984
THE FARM No. 1674
DG
M 3
176/20
00 (F
AR
M 16
31/1)
SE
RV
ITU
DE
RO
AD
5.0m W
IDE
1674/4
1631/1
REM. 1631
REM. 1631
982/2
THE FARM No. 1631
THE FARM No. 984
THE FARM WERDA No. 982978/3
THE FARMTONIS FONTYN
978/7
THE FARM ANTONISFONTEIN
165.72
PRB21
MH
FRANSCHHOEK
Y +3 200
OPEN LANDOPEN LANDOPEN LAND
ORCHARDORCHARD
ORCHARDS
ORCHARDS
OPEN LANDOPEN LAND
OPEN LAND
GRAZING LANDSGRAZING LANDS
OPEN LAND
GRAZING LANDS
167.5
167.5
167.5
165
165162.5
162
.5
167.5 167.5167.5
167.5167.5165
167.5
162.5
162.5
62.5
64.5
64.5
64.5
63.5
66
68
67
61.5
62
62
65.5 65.56666
65.5
65.5
64.5
64.5
64
64
66.5
66.5
67
67
66
66
65.5
63.5
63.563.5
63
63
66.5
66.5
66.5
66
68.5
68
68
68
68
68
69.5 69
68.5
67
67
67
65.5
67 67
KM 8TAR
TARTAR TAR
PA
VE
D
TAR
TARTAR TAR
PA
VE
D
MH
EDGE BEAM
DR
AK
EN
STE
IN
STE
LLE
NB
OS
CH
EXISTING ROAD RESERVEFENCE POSITION TO BERETAINED. NEW FENCETO BE ERECTED
THE FARM TONIS FONTYN No. 978
THE FARM No. 984
REM. 1264
REM. 978/2HE FARM TONIS FONTYN No. 978REM. 978/2
REM. 1264REM. 1264
978/7
REM. 978/2
THE FARM No. 1674
SW8/1
162.82
PRB20166.58
PRB22
BCC 2 763.445 3 747 688.700
PI 13 2 739.566 3 747 722.967
ECC 2 712.912 3 747 755.123
POINTNo.
WGS 84/Lo 19º SYSTEM
Y+0.000
X+0 000 000.000
CURVE SETTING OUT DATA
PRB20 3 156.740 3 747 147.988 162.820
PRB21 2 848.314 3 747 549.827 165.717
PRB22 2 609.706 3 747 906.825 166.583
REFERENCE MARKS
POINTNo.
WGS 84/Lo 19º SYSTEM
Y+0.000
X+0 000 000.000
Z+0.000
21097KP0/LS/9
LAYOUT PLAN AND LONGITUDINAL SECTION(km 8,0 to km 9,0)
GUARDRAILS
NUMBER
SIDE DRAIN TYPE
CLIMBING LANES
LEFT
LEFT
LEFTBARRIER LINES
KERBS
LEFT
RIGHT
RIGHT
RIGHT
NUMBERAND SIZE
LEFT
RIGHT
RIGHT
RIGHT
SUBSURFACE DRAIN
LEFT
DESIGN SPEED90 km/h
DIRECTION
INCREASING DISTANCE
90°
RD CL
225°
FLOW
DIR
ECTIO
N
FLOW
DRAINAGE
16
1:1000
C749.2
13/5/1/2/1-749.2UPGRADING OF MAIN ROAD 191(km 0,0 to km 9,57)
WHATSOEVER CAUSE OR HOWEVER ARISING
LIABILITY OF ANY KIND FROM
ONLY AND DOES NOT ATTRACT LEGAL
ADMINISTRATIVE REVIEW PURPOSES
THIS APPROVAL IS FOR PROCEDURAL AND
APPROVED
DATE
CONSULTING ENGINEERS
DATE
PROVINCIAL ROADS ENGINEERWCPA INDEX No.
WCPA STRUCTURES PLAN No.
SCALE
CONSULTANT'S PLAN No.
CONTRACT No.
P.R.E.'s FILE No.
PRECONS. ENG.DATE
APPROVEDADDITIONS AND AMENDMENTSNo.
CHECKED BY:
DRAWN BY:
CHECKED BY:
DESIGNED BY: PRELIMINARY
FOR INFORMATION ONLY
FOR APPROVAL
FOR TENDER PURPOSES
FOR CONSTRUCTION
GJS
WJ
EL
WJ GD42/685
1/ 900 x 450
8/1
GD
42
/68
5
0 m 50 m 100 m
1cm = 10m on A0 size
e-mail: [email protected]
Tel:(021)912-3000
BELVILLE 7535 Fax:(021)912-3222
P.O.Box 398
3,7m RIGHT
3,7m LEFT
LE
VE
LS
HOR 1:1000VERT 1:100
VERTICAL CURVES
GRADES %
GROUND LEVELS
KILOMETER DISTANCE
HORIZONTAL ALIGNMENT
SCALE
PAARL FRANSCHHOEK
ON CENTRELINE
175
170
165
160 km
9,5
10
PI=
173,0
50
km
9,3
90
PI=
170,7
00
km
9,1
90
PI=
166,1
00
9,6
20
9,5
80
9,5
60
9,5
40
9,5
20
9,4
80
9,4
60
9,4
40
9,4
20
9,3
80
9,3
60
9,3
40
9,3
20
9,2
80
9,2
60
9,2
40
9,2
20
9,1
80
9,1
60
9,1
40
9,1
20
9,0
80
9,0
60
9,0
40
9,0
20
9,6
00
9,5
00
9,4
00
9,3
00
9,2
00
9,1
00
9,0
00
73
,762
73
,568
73
,405
73
,110
73
,001
72
,850
72
,605
72
,258
71
,975
71
,659
71
,237
70
,969
70
,473
69
,755
69
,547
69
,109
68
,727
68
,265
67
,774
67
,315
66
,917
66
,576
65
,747
65
,837
66
,058
66
,220
66
,269
66
,247
66
,501
66
,489
66
,548
66
,799
73
,737
73
,599
73
,460
73
,317
73
,136
72
,913
72
,648
72
,341
71
,992
71
,604
71
,201
70
,786
70
,360
69
,923
69
,475
69
,016
68
,556
68
,096
67
,636
67
,187
66
,819
66
,542
66
,356
66
,261
66
,258
66
,335
66
,423
66
,511
66
,600
66
,688
66
,776
66
,864
73
,811
73
,673
73
,534
73
,391
73
,210
72
,987
72
,722
72
,415
72
,066
71
,678
71
,275
70
,860
70
,434
69
,997
69
,549
69
,090
68
,630
68
,170
67
,710
67
,261
66
,893
66
,616
66
,430
66
,335
66
,332
66
,409
66
,497
66
,585
66
,674
66
,762
66
,850
66
,938
73
,737
73
,599
73
,460
73
,317
73
,136
72
,913
72
,648
72
,341
71
,992
71
,604
71
,201
70
,786
70
,360
69
,923
69
,475
69
,016
68
,556
68
,096
67
,636
67
,187
66
,819
66
,542
66
,356
66
,261
66
,258
66
,335
66
,423
66
,511
66
,600
66
,688
66
,776
66
,864
+ 0,69 %+ 1,96 %+ 2,30 %- 0,44 %
K=94,8L=120,0K=351,2L=120,0K=43,8L=120,0
9300 9400 9500 9600
end
Y :
2020
.259
X :
3748
577.
801
2000
Y :
2186
.925
X :
3748
389.
704
ECCBCC92009000 9100
97009800
tar sidewalk
KLEIN DRAKENSTEIN
1:1000
PLAN LAYOUT
GRAZING LANDS
X +
3 74
8 00
0 Y +2 000
X +
3 74
8 40
0
X +
3 74
8 60
0Y +2 200
Y +2 400
X +
3 74
8 20
0
STE
LLEN
BO
SC
H
THE FARMNo. 984
REM. 1631
1631/1
1674/4
THE FARM No. 1674
WA
TE
R P
IPE
LIN
E S
ER
VIT
UD
E 2
.0m
WID
E
DG
M 3
176/2
000 (F
AR
M 1
631/1
)
CL
REM. 1631
THE FARM No. 1631
1631/1
982/5 THE FARM MEERLUST No. 1006
REM. 1006/1
1006/4
1006/4
THE FARM EENZAAMHEIDNo. 895
THE FARM No. 996
REM. 895/3
EFFLUENT PIPELINE 2.0m WIDEDGM 3176/2000 (FARM 1631/1)
THE FARM MEERLUST No. 1006
REM. 1006/1
SE
RV
ITU
DE
AR
EA
DG
M 2
04
0/1
99
6
THE FARMDELTAMEER
No. 1460
THE FARMNo. 1475
THE FARM
No. 1632
THE FARMNo. 1674
REM. 1475
THE FARM No. 998
REM. 998
1460/1
1632/1
1674/15
WATER PIPELINE SERV. 2.0m WIDE
SE
RV
ITU
DE
RO
AD
AR
EA
DG
M 2
00
5/1
99
7
REM. 1475
CL
PRB23172.98
PRB24
174 59
PRB25
174.88
MH
MH
CHANNELOP
52
31
MH
PAARL
FRANSCHHOEK
VINES
DENSE BUSH
DENSE BUSH
170
170172.5
172.5
167
.5
167.5
165
165
167.5
167.5
170
170
167.5
167.5
167.
5
172.5
172.
5
172.5
175
175
167.5
167.5
172.5
165
165
175
74.5
74 74
74 74
74.5
74.5
64
65.5
64.5
69
65.5
68
68.5
69
66.5
66
67
69.5
66.566.567
65
68.573.5
71
66
65.5
74
74
74
74
74
74
74.5
74.574.5
75.5
75
.5
76
76
73
74
74
73.5
73.5 73
73
66.5
66 66
67.5
69
69
68.5
68
.5
68
68
69.5
69.5
71
70.5
64.5
63.5
68.568
68
68
64
68
686
4.5
69.5 69
68.5
63
67
65.5
65.5 65
67
69.5
69.5
73.5
73.573
7373
67.5
67
.5
68
68
68
.5
71.5
71.5
72
72
68
68
69
69
68.5
68.5
71
71
70.5
70.5
65.565.5
dwel
ling
TAR
TAR
TAR
TAR
TAR
TAR
TAR
old
tar
tar sidewalk
dirt road
dirt
road
dirt roa
d
dir
t r o
ad
tar sidewalk
TAR
TAR
TAR
TAR
TAR
TAR
old
tar
tar sidewalk
dirt road
dirt
road
dirt roa
d
dir
t r o
ad
DGM 3182/2000 (FARM 1632/1)
LIMIT OFCONSTRUCTION5ST1
166.370
WE
RD
A R
IVE
R
BO
XBO
X
THE FARMNo. 1631
1006/4
EF
FLU
EN
T P
IPE
LIN
E 2
.0m
WID
E
DG
M 3
176/2
000 (
FA
RM
1631
/1)
(nie
seke
r va
n p
osi
sie
nie
- el
ize)
SW9/1 O
P 5
232
58166PRB22
Y +2 600
BCC 2 207.961 3 748 364.324
PI 14 2 186.925 3 748 389.704
ECC 2 165.063 3 748 414.376
POINTNo.
WGS 84/Lo 19º SYSTEM
Y+0.000
X+0 000 000.000
CURVE SETTING OUT DATA
END 2 020.259 3 748 577.801
POINTNo.
WGS 84/Lo 19º SYSTEM
Y+0.000
X+0 000 000.000
CURVE SETTING OUT DATA
5ST1 2 487.710 3 748 016.32 166.370
PRB25 2 023.595 3 748 599.206 174.881
2 080.892 3 748 493.396PRB24
PRB23 2 275.019 3 748 299.973 172.980
174.590
REFERENCE MARKS
POINTNo.
WGS 84/Lo 19º SYSTEM
Y+0.000
X+0 000 000.000
Z+0.000
21097KP0/LS/10
LAYOUT PLAN AND LONGITUDINAL SECTION(km 9,0 to km 9,6)
GUARDRAILS
NUMBER
SIDE DRAIN TYPE
CLIMBING LANES
LEFT
LEFT
LEFTBARRIER LINES
KERBS
LEFT
RIGHT
RIGHT
RIGHT
NUMBERAND SIZE
LEFT
RIGHT
RIGHT
RIGHT
SUBSURFACE DRAIN
LEFT
DESIGN SPEED90 km/h
DIRECTION
INCREASING DISTANCE
90°
RD CL
225°
FLOW
DIR
ECTIO
N
FLOW
DRAINAGE
17
1:1000
C749.2
13/5/1/2/1-749.2UPGRADING OF MAIN ROAD 191(km 0,0 to km 9,57)
WHATSOEVER CAUSE OR HOWEVER ARISING
LIABILITY OF ANY KIND FROM
ONLY AND DOES NOT ATTRACT LEGAL
ADMINISTRATIVE REVIEW PURPOSES
THIS APPROVAL IS FOR PROCEDURAL AND
APPROVED
DATE
CONSULTING ENGINEERS
DATE
PROVINCIAL ROADS ENGINEERWCPA INDEX No.
WCPA STRUCTURES PLAN No.
SCALE
CONSULTANT'S PLAN No.
CONTRACT No.
P.R.E.'s FILE No.
PRECONS. ENG.DATE
APPROVEDADDITIONS AND AMENDMENTSNo.
CHECKED BY:
DRAWN BY:
CHECKED BY:
DESIGNED BY: PRELIMINARY
FOR INFORMATION ONLY
FOR APPROVAL
FOR TENDER PURPOSES
FOR CONSTRUCTION
GJS
WJ
EL
WJ GD42/686
1/ 2285 x 2725INSITU CULVERT
9/1
GD
42
/68
6
0 m 50 m 100 m
1cm = 10m on A0 size
e-mail: [email protected]
Tel:(021)912-3000
BELVILLE 7535 Fax:(021)912-3222
P.O.Box 398
Y +
4 6
00
832/60
PIP
ELI
NE
SE
RV
ITU
DE
AR
EA
DG
M 1
0381
/195
9
832/45 832/59
832/62832/61
RE
M.
832/5
9
(U/R)
832/84
REM. 832/76
No. 832THE FARM
128.24PRB1
282
389
390
391
5275
70
832/77
832/60
832/63
832/65
832/64
832/78
832/67
832/RE
CLOSE EXISTING ROAD
CLOSED
CLOSEDCLOSED
PRDA128.338
PRDB
127.797
CLOSEDCLOSED CLOSED
ROUND TANKS
832/66
832/RE
REM.832/36
832/50
THE FARMNo. 832
REM. 832
Y +
4 6
00
REM. 832/59
CLOSED
REM. 832
THE FARMNo. 832
600
500
400
100
200
300
MOVESIGN
Y +
4 8
00
X +3 739 800
X +3 739 600Y +
4 4
00
Y +
5 0
00
BC1
PI
EC1
0
600.9
CLOSED
CLOSED
A4A3
A5A6
A1
A7
A9
A8
A10
A11
SW0/1
SW0/2a
HM-HS4128.44
CLOSED
D1
D2
D3
3,4m RIGHT
3,4m LEFT
LE
VE
LS
HOR 1:1000VERT 1:100
VERTICAL CURVES
GRADES %
GROUND LEVELS
KILOMETER DISTANCE
HORIZONTAL ALIGNMENT
SCALE
PAARL KLAPMUTS
ON CENTRELINE
72° 14' 43"59° 49' 08"
km
0,1
30
PI=
12
7,5
00
PI=
12
7,3
60
km
0,5
30
BC
C 0
,122
EC
C 0
,166
e=2,0 %
R=200,0 m
Y XPOINT RADIUS
SERVICE ROAD SETTING OUT COORDINATES
R=1m
R=2.65m
A1
A2
A3
A4
A5
A6
A7
4 795.926 3 739 727.458A9
4 810.073 3 739 732.024A10
4 834.198 3 739 738.182A11
4 737.496 3 739 711.450
4 756.854 3 739 716.509
4 776.329 3 739 722.655
4 776.630 3 739 721.701
4 777.471 3 739 721.160
4 769.456 3 739 714.994
4 794.307 3 739 732.507
4 795.112 3 739 729.981A8
R=200m
R=200m
125
126
124
128
127 3,4
00/1
29,4
68
0,0
00/1
29,4
00
-3,4
00/1
29,3
32
50-5
130
129
128
127
130
129
128
127
3,4
00/1
29,1
76
0,0
00/1
29,1
08
-3,4
00/1
29,0
40
50-5
130
129
128
127
3,4
00/1
28,8
83
0,0
00/1
28,8
15
-3,4
00/1
28,7
47
50-5
130
129
128
127
3,4
00/1
28,5
91
0,0
00/1
28,5
23
-3,4
00/1
28,4
55
50-5
129
128
127
3,4
00/1
28,2
99
0,0
00/1
28,2
31
-3,4
00/1
28,1
63
50-5
129
128
127
126
3,4
00/1
28,0
13
0,0
00/1
27,9
45
-3,4
00/1
27,8
77
50-5
129
128
127
126
125
129
128
127
126
125
3,4
00/1
27,7
77
0,0
00/1
27,7
09
-3,4
00/1
27,6
41
50-5
129
128
127
126
129
128
127
126
3,4
00/1
27,5
96
0,0
00/1
27,5
28
-3,4
00/1
27,4
60
50-5
129
128
127
126
125
124
129
128
127
126
125
124
3,4
00/1
27,4
70
0,0
00/1
27,4
02
-3,4
00/1
27,3
34
50-5
129
128
127
126
125
124
129
128
127
126
125
124
3,4
00/1
27,3
93
0,0
00/1
27,3
25
-3,4
00/1
27,2
57
50-5
129
128
127
126
125
124
129
128
127
126
125
124
3,4
00/1
27,3
23
0,0
00/1
27,2
55
-3,4
00/1
27,1
87
50-5
129
128
127
126
125
124
129
128
127
126
125
124
3,4
00/1
27,2
53
0,0
00/1
27,1
85
-3,4
00/1
27,1
17
50-5
128
127
126
125
124
128
127
126
125
124
3,4
00/1
27,1
83
0,0
00/1
27,1
15
-3,4
00/1
27,0
47
50-5
128
127
126
125
128
127
126
125
3,4
00/1
27,1
13
0,0
00/1
27,0
45
-3,4
00/1
26,9
77
50-5
128
127
126
125
128
127
126
125
3,4
00/1
27,0
43
0,0
00/1
26,9
75
-3,4
00/1
26,9
07
50-5
128
127
126
125
3,4
00/1
26,9
73
0,0
00/1
26,9
05
-3,4
00/1
26,8
37
50-5
6,0
39/1
27,3
88
4,0
00/1
26,9
29
3,4
00/1
26,9
17
0,0
00/1
26,8
49
-3,4
00/1
26,7
81
50-5
128
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126
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124
0,0
00/1
26,8
21
-3,4
00/1
26,7
53
50-5
3,4
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26,8
89
0,0
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26,8
21
-3,4
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26,7
53
50-5
128
126
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124
128
127
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3,4
00/1
26,9
17
0,0
00/1
26,8
49
-3,4
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26,7
81
50-5
128
127
126
125
124
3,4
00/1
26,9
73
0,0
00/1
26,9
05
-3,4
00/1
26,8
37
50-5
3,4
00/1
27,0
43
0,0
00/1
26,9
75
-3,4
00/1
26,9
07
50-5
128
127
126
125
124
3,4
00/1
27,1
13
0,0
00/1
27,0
45
-3,4
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26,9
77
50-5
128
127
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124
3,4
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83
0,0
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15
-3,4
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47
50-5
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125
3,4
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53
0,0
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85
-3,4
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50-5
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20
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52
-3,4
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84
50-5
128
127
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125
3,4
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62
0,0
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94
-3,4
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26
50-5
128
127
126
125
3,4
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27,3
76
0,0
00/1
27,3
08
-3,4
00/1
27,2
40
50-5
128
127
126
125
3,4
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27,3
62
0,0
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27,2
94
-3,4
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27,2
26
50-5
3,4
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27,3
24
0,0
00/1
27,2
56
-3,4
00/1
27,1
88
50-5
128
127
126
125
128
127
126
125
3,4
00/1
27,2
82
0,0
00/1
27,2
14
-3,4
00/1
27,1
46
50-5
km 0,560
km 0,000
km 0,280
km 0,020
km 0,160
km 0,300
km 0,580
km 0,180
km 0,600
km 0,320
km 0,040
km 0,500
km 0,060
km 0,220
km 0,340
km 0,080
km 0,360
km 0,260
km 0,380
km 0,100
km 0,400
km 0,120
km 0,140
km 0,420
km 0,460
km 0,440
km 0,200
km 0,480
km 0,520
km 0,240
km 0,540
ST
RIN
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130
129
128
127
10
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GE
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G_
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130
129
128
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129
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129
128
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10
10 15
FE
NC
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ST
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ST
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NC
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FE
NC
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FE
NC
E
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GE
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ST
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NE
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FE
NC
E
ST
RIN
G_
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TE
R_
EX
IS
ST
RIN
G_
WA
TE
R_
NE
W
10 15
15
10
15
15
15
10 15
-10
-10-15
-10
-10 15
-10
-10
-10
10 15
10 15
10 15
10 15
10 15
FE
NC
E
ED
GE
_R
HS
ST
RIN
G_
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TE
R_
EX
IS
ST
RIN
G_
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TE
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GE
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HS
ED
GE
_R
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10 15
-10
-10
-10
FE
NC
E
ST
RIN
G_
WA
TE
R_
EX
IS
FE
NC
E
ED
GE
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ST
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NC
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ST
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GE
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ST
RIN
G_
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TE
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IS
-10 10
ST
RIN
G_
WA
TE
R_
NE
WS
TR
ING
_W
AT
ER
_N
EW
127
126
125
128
127
126
125
128
127
126
125
-10
10
10
128
127
126
125
ST
RIN
G_
WA
TE
R_
EX
IS
-10
-10-10
-10
128
127
126
125
-10
-10
FE
NC
E
128
127
126
125
124
128
127
126
125
128
127
126
125
128
127
126
125
128
127
126
125
128
127
126
125
128
127
126
125
128
127
126
125
128
127
126
125
124
128
127
126
125
124
128
127
126
125
124
128
127
126
125
124
128
127
126
125
-10
127
126
125
124
128
10
10
127
10
129
127
126
125
128
128
-10
FE
NC
E
ST
RIN
G_
WA
TE
R_
EX
IS
ST
RIN
G_
WA
TE
R_
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W
124-10
10
10
10
10-10
-10 10
10
10
-10
-10
-10 10
-10 10
ED
GE
_R
HS
15
-10
21097KP0/LS/11
C749.2
AS SHOWN
LAYOUT PLAN AND LONGITUDINAL SECTION(SERVICE ROAD)
GUARDRAILS
NUMBER
SIDE DRAIN TYPE
CLIMBING LANES
LEFT
LEFT
LEFTBARRIER LINES
KERBS
LEFT
RIGHT
RIGHT
RIGHT
NUMBERAND SIZE
LEFT
RIGHT
RIGHT
RIGHT
SUBSURFACE DRAIN
LEFT
DIRECTION
INCREASING DISTANCE
90°
RD CL
225°
FLOW
DIR
ECTIO
N
FLOW
13/5/1/2/1-749.2UPGRADING OF MAIN ROAD 191(km 0,0 to km 9,57)
WHATSOEVER CAUSE OR HOWEVER ARISING
LIABILITY OF ANY KIND FROM
ONLY AND DOES NOT ATTRACT LEGAL
ADMINISTRATIVE REVIEW PURPOSES
THIS APPROVAL IS FOR PROCEDURAL AND
APPROVED
DATE
CONSULTING ENGINEERS
DATE
PROVINCIAL ROADS ENGINEERWCPA INDEX No.
WCPA STRUCTURES PLAN No.
SCALE
CONSULTANT'S PLAN No.
CONTRACT No.
P.R.E.'s FILE No.
PRECONS. ENG.DATE
APPROVEDADDITIONS AND AMENDMENTSNo.
CHECKED BY:
DRAWN BY:
CHECKED BY:
DESIGNED BY: PRELIMINARY
FOR INFORMATION ONLY
FOR APPROVAL
FOR TENDER PURPOSES
FOR CONSTRUCTION
GJS
GJS
EL
WJ
DRAINAGE
18
GD42/687
500 x 300mm DEEP DRAINSPECIAL CONCRETE
SIDE DRAIN
1/ 450mm PC
1/ 1200 x 900
EXISTING 1/ 1000 x 900
SCALE 1:000
NO SIDE DRAIN
GD
42
/68
7
EXISTING 600 Ø PC
450 Ø PC450 Ø PC
0 m 50 m 100 m
1cm = 10m on A0 size
A0.1 A0.2 A0.4A0.3 A0.5 A0.6 A0.7
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