SETTING OUT DETAILS
Manhole
Y
X
MH 1.42A
MH 1.41A
MH - 1.40A
MH-1.39A
MH-1.38A
MH-1.37A
MH-1.36A
MH-1.35A
MH-1.34A
MH-1.1A
MH-1A
MH-2A
MH-3A
MH-4A
MH-5A
-86068.110
-86060.564
-86044.181
-86040.876
-86038.460
-86035.072
-86048.108
-86059.847
-86074.247
-86077.350
-86073.434
-86051.932
-86030.700
-86023.955
-85986.275
3181183.157
3181208.506
3181264.056
3181312.615
3181360.407
3181411.993
3181481.683
3181540.314
3181616.197
3181631.516
3181632.269
3181664.794
3181688.023
3181716.572
3181771.362
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
Datum 90
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
Datum 58
12
6.6
88
12
5.1
71
11
8.8
73
11
3.6
58
10
7.6
54
10
2.4
42
98
.8
28
96
.1
14
94
.5
37
94
.2
65
93
.9
16
92
.6
09
91
.8
17
91
.5
88
0.0
00
26
.4
48
84
.3
64
13
3.0
35
18
0.8
88
23
2.5
85
30
3.4
84
36
3.2
79
44
0.5
16
45
6.1
46
46
0.1
34
49
9.1
24
53
0.5
94
55
9.9
29
MH
1
.4
2A
MH
1
.4
1A
MH
- 1
.4
0A
MH
-1
.3
9A
MH
-1
.3
8A
MH
-1
.3
7A
MH
-1
.3
6A
MH
-1
.3
5A
MH
-1
.3
4A
MH
-1
.1
A
MH
-1
A
MH
-2
A
MH
-3
A
MH
-4
A
GRP SN5000 PN10 TO SABS 1748-2004 GRP PN10 TO SABS 1748-2004
400 mm 600 mm
26.448 m 57.916 m 48.671 m 47.853 m 51.697 m 70.899 m 59.795 m 77.237 m 15.630 m 3.988 m 38.990 m 31.470 m 29.335 m
5.687 % 10.874 % 10.715 % 12.547 % 10.101 % 5.102 % 4.539 % 2.042 % 3.218 % 2.633 % 3.373 % 2.517 % 0.781 %
12
4.8
75
12
3.3
71
11
7.0
73
11
1.8
58
10
5.8
54
10
0.6
32
97
.0
15
94
.3
01
92
.7
24
92
.0
21
91
.9
16
90
.6
01
89
.8
09
89
.5
80
12
3.3
71
11
7.0
73
11
1.8
58
10
5.8
54
10
0.6
32
97
.0
15
94
.3
01
92
.7
24
92
.2
21
91
.9
16
90
.6
01
89
.8
09
89
.5
80
1.8
1
1.8
0
1.8
0
1.8
0
1.8
0
1.8
1
1.8
1
1.8
1
1.8
1
2.2
4
2.0
0
2.0
1
2.0
1
2.0
1
0.701 m³/s 0.970 m³/s 0.963 m³/s 1.042 m³/s 0.935 m³/s 0.664 m³/s 0.626 m³/s 0.420 m³/s 0.527 m³/s 1.407 m³/s 1.592 m³/s 1.375 m³/s 0.766 m³/s
CHAINAGE
GROUND LEVEL
MANHOLE NAME
INLET / OUTLET LEVEL
PIPE TYPE / SIZE
LENGTH / SLOPE
CAPACITY (MAXIMUM)
DEPTH TO INVERT
Manhole MH 1.42A to MH-4A
Vertical Scale 1:150
Horizontal Scale 1:1000
450ø
4
5
0
ø
4
5
0
ø
4
5
0
ø
4
5
0
ø
4
5
0
ø
4
5
0
ø
2
x
7
5
0
ø
P
i
p
e
C
u
l
v
e
r
t
s
C
P
1
6
C
P
1
6
B
M
H
1
6
A
C
P
1
7
S
W
5
S
W
6
S
W
7
S
W
3
S
W
4
450ø FC COD Class C Pumping/Gravity Main
375ø Pumping/Gravity Main
4
5
0
ø
P
u
m
p
i
n
g
/
G
r
a
v
i
t
y
M
a
i
n
1
5
0
ø
1
5
0
ø
1
5
0
ø
6
3
ø
S
c
o
u
r
Y
1
4
.
1
.
2
8
.
4
Y
1
4
.
1
.
2
8
.
7
M
H
1
.
4
3
M
H
1.41
M
H
1.42
M
H
1.40
MH
1.3
9
MH
1.3
8
MH
1.37
M
H
1
.
2
1
M
H
1.22
M
H
1
.
2
3
M
H
1
.2
2
.1
M
H
1
.2
2
.2
M
H
1
.2
2
.3
M
H
1
.3
5
M
H
1
.3
6
M
H
1
.1
9
M
H
1
.
2
0
M
H
1
.
3
4
MH
1.1
M
H
3
M
H
2
M
H
1
M
H
1
.
2
M
H
1
.
5
M
H
1
.
3
M
H
1
.4
MH4
President Swart Avenue
S
E
W
E
R
S
E
R
V
I
T
U
D
E
2
.
0
m
W
I
D
E
B
uilding
R
estriction
S
ervitude
Water P
ipeline S
erv.
S
e
w
e
r
S
e
r
v
i
t
u
d
e
2
.
0
m
w
i
d
e
S
e
w
e
r
S
e
r
v
i
t
u
d
e
2
.
0
m
w
i
d
e
SE
WE
R S
ER
VIT
UD
E 2
.0m
WID
E
E
le
c
t
r
ic
P
o
w
e
r
T
r
a
n
s
m
is
s
io
n
L
in
e
S
e
r
v
it
u
d
e
E
le
c
t
r
ic
P
o
w
e
r
T
r
a
n
s
m
is
s
io
n
L
in
e
S
e
r
v
it
u
d
e
P
i
p
e
l
i
n
e
S
e
r
v
i
t
u
d
e
E
P
T
L
S
e
r
v
i
t
u
d
e
E
le
c
t
r
ic
P
o
w
e
r
T
r
a
n
s
m
is
s
io
n
L
in
e
S
e
r
v
it
u
d
e
8
4
1
4
3
2
2
0
8
4
1
5
8419
8
4
1
8
8
4
1
6
8
4
1
7
8420
8446
R
e
m
8
4
0
0
39608422
8421
8452
MR 166
C
E
N
T
R
E
L
I
N
E
O
F
E
P
T
L
8424
8453
8423
3794
8
4
5
0
8431
8430
R
em
8400
R
em
8400
R
H
V
R
H
V
R
H
V
?
1
5
0
ø
1
5
0
ø
S
e
w
e
r
S
e
r
v
it
u
d
e
E
.
P
.
T
.
L
.
S
.
Fukwe Street
B18
B19
B20
B21
B22
B23
BM15
BM14
MH 1.42A
MH 1.41A
MH - 1.40A
MH-1.39A
MH-1.38A
MH-1.37A
MH-1.36A
MH-1.35A
MH-1.34A
MH-1.1A
MH-1A
MH-2A
MH-3A
MH-4A
Direction of Flow
MA
TC
HE
D
SO
FF
IT
HO
US
E C
ON
NE
CT
IO
N T
O B
E M
OV
ED
TO
C
ON
NE
CT
T
O M
H-1,39A
HO
US
E C
ON
NE
CT
IO
N T
O B
E M
OV
ED
TO
C
ON
NE
CT
T
O M
H-1,37A
2 x H
OU
SE
C
ON
NE
CT
IO
NS
T
O B
E M
OV
ED
TO
C
ON
NE
CT
T
OG
ET
HE
R T
HE
N IN
TO
M
H-1,35A
HO
US
E C
ON
NE
CT
IO
N T
O B
E M
OV
ED
TO
C
ON
NE
CT
T
O M
H-1,34A
TIE
IN
E
XIS
TIN
G S
EW
ER
T
O M
H-1,1A
TE
RM
IN
AL M
AN
HO
LE
CR
OS
S E
XIS
TIN
G
OU
TF
ALL
HORIZONTAL BEND = 46°
HORIZONTAL BEND = 13°
HORIZONTAL BEND = 4°
Client
Project Description
Revision No.Project No. Drawing No.
Designed Drawn
Design compliance Dwg checked
BYREVISIONSDATENo.
Scale Date
DATEfor : UWP CONSULTING
Drawing Description
UWP CONSULTING (PTY) LTD
P.O. BOX 13888
CASCADES, 3202
TEL: (033) 347 7900
FAX: (086) 558 8493
E-MAIL: [email protected]
M.HISSUED FOR DISCUSSION27-06-14A
M.HISSUED FOR E.I.A APPROVAL20-10-14B
B
31252-20031252
25-06-2014AS SHOWN
D. WingD. Wing
S. ZithaM. Holmes
LONGSECTION (SHEET 1 OF 10)
LAYOUT PLAN & GRAVITY
OUTFALL SEWER
EMPANGENI SOUTHERN
CITY OF uMHLATHUZE
LEGEND
PROPOSED 400mmØ GRP PN10 SEWER PIPE
EXISTING SEWER LINE
PROPOSED 600mmØ GRP PN10 SEWER PIPE
EXISTING WATER LINE
SERVITUDE BOUNDARIES
EXISTING STORMWATER
0 15m
AT ORIGINAL 1 : 150 SCALE
5 10
NATURAL GROUND LINE
Layout Plan
Scale 1:1000
BENCHMARK
SETTING OUT DETAILS
POINT
Y
XZ
BM14 -86104.421 3181225.447 130.574
BM15 -86096.728 3181744.481 100.091
0 5 10 25 50 75m
AT ORIGINAL 1 : 1 000 SCALE
PROPOSED 450mmØ GRP SN5000 PN16
SEWER RISING MAIN
GENERAL NOTES
1. DRAWINGS MUST NOT BE SCALED.
2. ALL LEVELS AND DIMENSIONS ARE IN METRES
3. ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH
SABS 1200 SERIES OF SPECIFICATIONS.
4. ALL PIPES TO BE LAID ON A CLASS C BEDDING UNLESS
OTHERWISE STATED.
5. MINIMUM TRENCH WIDTH TO BE IN ACCORDANCE
WITH SABS 1200 DB OR 600mm, WHICHEVER IS THE
GREATER, UNLESS OTHERWISE STATED.
6. MANHOLES NOT ON ROADS OR SIDEWALKS TO BE A
MINIMUM OF 300mm ABOVE NATURAL GROUND
LEVEL.
7. MANHOLES IN ROADS OR SIDEWALKS TO BE FLUSH
WITH FINISHED GROUND LEVEL.
8. THE CONTRACTOR MUST VERIFY ALL LEVELS,
DIMENSIONS AND SETTING OUT INFORMATION ON SITE
BEFORE ANY WORK COMMENCES AND DISCREPANCIES
TO BE DISCUSSED WITH THE ENGINEER.
9. EXISTING SERVICES ARE TO BE EXPOSED PRIOR TO
EXCAVATION
B. NGEMA
BUILDING
CONTROL
3
LAND USE
MANAGEMENT
S. GOVENDER
ENVIRONMENTAL
PLANNING
2
CITY
DEVELOPMENT
SUB SECTION
J. SCHUTTE
A. ZAIRE
T. MBATHA
URBAN ROADS
& RAIL
TRANSPORTPLANNING
& STRATEGY
STORMWATER
SYSTEMS
ROAD MARKINDS
& SIGNAGE
WATER & SANITATION
SERVICES
A. SCHUTTE
WATER & SANITATION
INFRASTRUCTURE
PLANNING & STRATEGY
WATER & SANITATION
OPERATIONS
WATER & SANITATION
INFRASTRUCTURE
MAINTENANCE
PROJECT MANAGEMENT
SERVICES
BUILDINGS &
STRUCTURES
INFRASTRUCTURE
ASSET MANAGEMENT
PROCESS CONTROL
SYSTEMS
ENGINEERING SUPPORT
SERVICES
S. HLELA
M. NHLEKO
M. NHLEKO
N. NDWANDWA
P. NHOLE
T. SIMAMANE
DEPARTMENT
SECTION
AUTHORISED
SIGNATURE
DATE
TRANSPORT ROADS
AND STORMWATER
M VAN ROOIJEN1
4
APPROVALS
SEQUENCE
I & TS
( CIVIL ENG.)
INFRACTURE PLANNING
& STRATEGY
ELECTRICITY SUPPLY
OPERATIONS
STREET LIGHTS
OPERATIONS
ELETRICITY
SUPPLY SERVICES
I & TS
( ELECTRICAL )
HEAD
WATER & SANITATION
SERVICES
HEAD
TRANSPORT ROADS
& STORMWATER
HEAD
ENGINEERING
SERVICES
Z. MBOLEKWA
J.NAIDOO
24
19
2014 - 05 - 01
REVISION NUMBER 24
UP DATE:
ICTB. KHUMALO
CORPORATE
SERVICES
M NEL
ESTATES
TELKOM
TELKOM
RETICULATION
TO BE DETERMINED
BY TELKOM
PIETER JACOBS
EH VAN BILJON
FIRE FIGHTING
REQUIREMENTS
ENVIRONMENT &
REFUSE
C.EISTHEZIEN
WARD COUNCILLOR
18
20
21
22
23
28
OVERALL
PROJECT LEADER
APPROVED:
AUTHORIZED BY:
IN TERMS OF:
DATE:
APPROVED TO PROCEED WITH CONSTRUCTION
COMMUNITY
SERVICES
SPORT, PARKS &
RECREATION
5
6
7
8
9
10
11
12
13
14
15
16
17
25
26
27
L. MUTIKANI
G.CRONJE
A. MBATHA
G.CRONJE
B.MBHAMALI
