2(r3)(h/c2/s) clay76lay - about glen austin resident's …€¦ · · 2016-02-01655 654 653...
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OLIFANTSFONTEIN 410 JRPORTION 207 OF PORTION 183
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6
9
4
7
9
4
8
9
4
9
9
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0
9
5
1
9
5
2
9
5
3
9
5
4
9
5
5
9
5
6
9
5
7
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9
9
6
0
9
6
1
9
6
2
9
6
3
9
6
4
9
6
5
9
6
6
9
6
7
9
6
8
969
9
7
0
9
7
1
9
7
2
9
7
3
9
7
4
9
7
5
9
7
6
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1
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2
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3
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4
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1
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1
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8
1
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0
9
1
0
1
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1
1
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1
2
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4
1
0
1
5
1
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1
6
1
0
1
7
1
0
1
8
1
0
1
9
1
0
2
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0
2
1
1
0
2
2
1
0
2
3
1
0
2
4
1
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2
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1
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2
6
1
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1
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1
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2
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1
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3
0
1
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3
1
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3
2
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3
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1
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1
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2
1
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3
1
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4
1
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5
1
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1
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1
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8
1335
1336
1337
1338
1357
1358
1359
1360
1361
1362
1405
1406
1407
1408
1409
1410
1411
1412
1413
1414
1415
1416
1417
1418
1419
1
5
0
8
1
5
0
9
1
5
1
0
1
5
1
1
1
5
1
2
1
5
1
3
1
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1
4
1
5
1
5
1
5
1
6
1
5
1
7
1
5
1
8
1
5
1
9
1
5
2
0
1
5
2
1
1
5
2
2
1523
1524
1525
1526
1527
1528
1529
1
5
3
0
1
5
3
1
1
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3
2
1
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3
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1
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5
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1
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1561
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1563
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2276
2284
2
2
9
7
2
2
9
8
--
Sub Commentary
areas (requiring special drainage
1.5m profile and below, otherwisely collapsible near surface
C1) in these sub areas of the site.-R3)H/C/S outcrop of medium and
the site.
Thick layers of potentialsoils (C -
2(R2 -
C1/S)
-Scattered outcrop and subhard rock boulder conditions in these sub
Thick layers of potentially collapsible near surface
Area-
Solid hard rock most probably an -
(3R) granite outcrop -un
-area-
C1/S)- Seepage sub2/3W(R3)(H/C
Pockets of difficult excavation conditions in 0.0m to
design) masked by solid and organic waste materials.
C1) near surface soil 1.5m profile and below.Potentially collapsible (C
Natural soils masked by solid and organic waste2/3E(H/C-
conditions -Potentially collapsible (C C1) near surface soil
2/3E(R3)(H/C2/S)
developable sub
Natural soils masked by solid and organic waste
Pock-1.5m profile and below, otherwise
ets of difficult excavation conditions in 0.0m to
Pockets of difficult excavation conditions in 0.0m to -
1.5m p
Thick layers of potentially collapsible near surface soils (C2) in these sub
rofile and below, otherwise
-
2(R3)(H/C2/S)areas of the site.
areas of the site.soils (C2) in these sub
-
conditions
2(R3)(H/C Pockets of difficult excavation conditions in 0.0m to C1/S)
-
-
areas of
34
35
37
38
39
42
43
34
S
T
R
E
E
T
1
3
m
S
T
R
E
E
T
1
3
m
S
T
R
E
E
T
3
2
m
S
T
R
E
E
T
3
2
m
S
T
R
E
E
T
3
2
m
S
T
R
E
E
T
2
0
m
A
B
C
D
E
F
G
H
J
L
M
N
K
P
Q
R
S
T
U
V
W
X
Y
Z
A¹
PROPOSED
CLAYVILLE EXTENSION 77
PROPOSED
CLAYVILLE EXTENSION 78
PROPOSED
CLAYVILLE EXTENSION 71
PROPOSED
CLAYVILLE EXTENSION 79
PROPOSED
CLAYVILLE EXTENSION 50
1:2 500
REVISIONS
GENERAL NOTES
PROJECT
Clay76Lay
D : DRAFT C : CIRCULATEDA : APPROVED
GEOTECHNICAL NOTES:
CLAYVILLE EXTENSION 76
RESIDENTIAL SITES
DIMENSION AND SIZES
GEOTECHNICAL
FLOODWATER
LAND USE TABLE
EXT 78
EXT. 77
EXT. 76
EXT. 71
EXT. 80
PROPOSED EXTENSIONS
NOT TO SCALE
EXT. 71
EXT. 76
EXT. 79
EXT. 78
EXT. 77
CLAYVILLE COMPILATION PLAN
PHASES
EXT 79
EXT. 80
REMAINDER OF PORTION 175
OF THE FARM OLIFANTSFONTEIN No. 410 - J.R.
T
H
A
B
A
N
A
N
T
L
E
N
Y
A
N
A
D
R
IV
E
2
5
m
SITUATED ON A PART OF PORTION 207 ( A PORTION OF PORTION 183)
OF THE FARM OLIFANTSFONTEIN 410 JR
CLAYVILLE EXTENSION 45
50
LOCALITY
P
R
S
8
0
/
1
9
/
2
B
p
K
1
1
1
P
R
S
8
0
/
1
9
/
2
B
p
CLAYVILLE EXT. 45
1
k
m
KAALFONTEIN
EXT 78
EXT. 76
EXT. 71
EXT. 80
EXT 79
EXT. 77
2
k
m
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