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: maritzburg@uwp.co.za

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