HORNLEE SEWER UPGRADE, KNYSNA VOLUME 2...deemed as a backdrop manhole. 4.all manholes to be precast...

KNYSNA MUNICIPALITY

FOR

BOOK OF TENDER DRAWINGS

CONTRACT No. T06 OF 2019/20

TEL : +27 44 302 6300

FAX : +27 44 302 6340

ISSUED BY :

PREPARED BY :

13 PROGRESS STREET

GEORGE

6529

5 CLYDE STREET

KNYSNA

KNYSNA MUNICIPALITY

SMEC SOUTH AFRICA (PTY) LTD

6570

LIST OF DRAWINGS:

LOCALITY PLAN

EXISTING SERVICES

GENERAL LAYOUT

PROPOSED SEWER LAYOUT

PROPOSED SEWER LONGSECTIONS

ROADWORKS DETAILS

SEWER DETAILS

PROJECT NAMEBOARD

HORNLEE SEWER UPGRADE, KNYSNA

VOLUME 2

DRAWING DISCRIPTION

PROJECT

DRG SIZE

A3

LOCALITY PLAN

HORNLEE

SEWER UPGRADE, KNYSNA

DOC TYPE TYPE LEVEL NUMBER

STAGEDISCIPLINEPHASEPROJECT NO

DRAWING NUMBER

REVISIONL/O

C 1 7 1 3 - A C E P

DRG L P 0 0 1 - A

SCALE DATE DRAWN

DESIGNED CHECKED

DRAWN CHECKED

NTS 2018/01/18

C RENS J KAMPMAN

C RENS N BUZO

DATEREVISIONSNo.

A

REVISION DESCRIPTION

DATE

CLIENT

SIGNATURE DATE

13 PROGRESS STREET

GEORGE, 6529

TEL : (044) 302 - 6300

FAX : (044) 302 - 6340

WEBSITE : // WWW.SMEC.COM

SITE PLAN

HORNLEE

(SEE SITE PLAN)

N

N

0

FOR TENDER

2019/07

FOR TENDER

1. POSITIONS OF EXISTING SERVICES ARE APPROXIMATE

AND ACTUAL POSITIONS AND LEVELS MUST BE

DETERMINED ON SITE BEFORE WORK COMMENCES.

2. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH

THE SANS 1200 SPECIFICATIONS AND PROJECT

SPECIFICATIONS.

3. NO WORK TO COMMENCE OUTSIDE THE CONSTRUCTION

LIMITS. ENGINEER MAY INSTRUCT WORK STOPAGE

SHOULD ANY ACTIVITY COMMENCE OUTSIDE THE

CONSTRUCTION LIMITS.

4. ALL MATERIAL TO BE APPROVED BY ENGINEER PRIOR

TO INSTALLATION.

5. A COMPLETE SET OF DRAWINGS TO BE AVAILABLE ON

SITE AT ALL TIMES

6. DIMENSIONS MUST NOT BE SCALED OR ASSUMED,

AFTER

NOTIFICATION, DISCREPANCIES OR MISSING

DIMENSIONS WILL BE CORRECTED IN WRITING BY THE

ENGINEER.

7. THE CONTRACTOR SHALL HAVE ALL THE NECESSARY

WAYLEAVES IN PLACE PRIOR TO ANY CONSTRUCTION

WORK.

8. THE CONTRACTOR TO COMPLETE A DOCUMENTARY

EVIDENCE OF ALL THE EXISTING SERVICES SITUATED IN

CLOSE PROXIMITY TO THE BULK EARTHWORKS.

9. CONTRACTOR IS TO TAKE COGNISANCE OF

SUBSURFACE CONDITIONS AND PLAN ACTIVITIES

ACCORDINGLY.

10. ALL LEVELS IN METERS AND REFERS TO M.S.L.

11. CONTRACTOR TO VERIFY ALL LEVELS OF ALL EXISTING

PIPES AND MANHOLES AT WHICH CONNECTIONS ARE

REQUIRED AND REPORT ANY DISCREPANCIES TO THE

ENGINEER PRIOR TO ANY CONSTRUCTION.

12. TOPSOIL TO BE REMOVED TO A NOMINAL DEPTH OF

150mm, STOCKPILED AND MAINTAINED FOR THE

DURATION OF THE WORKS

13. ALL CUT AND FILL EMBANKMENTS TO BE GRASSED AND

PROTECTED WITH SOILSAVER OR SIMILAR EROSION

CONTROL BLANKETS AS PER PROJECT SPECIFICATIONS.

14. EXISTING TREES WITHIN THE SITE SHALL BE SURVEYED,

CO-ORDINATES OF THE TREE POSITIONS WILL NEED TO

BE PROVIDED TO THE ENGINEER, WHO WILL INSTRUCT

THE CONTRACTOR TO REMOVE ALL TREES THAT IMPACT

THE ENGINEERING WORKS.

SEWER NOTES:

1. SEWER PIPE SIZES AS INDICATED ON LONGSECTIONS.

2. EXISTING SEWER INVERT LEVELS TO BE VERIFIED

PRIOR TO THE COMMENCING OF SEWER EXCAVATION.

3. ALL MANHOLES WITH A DROP OF 600mm OR MORE TO BE

DEEMED AS A BACKDROP MANHOLE.

4. ALL MANHOLES TO BE PRECAST CONCRETE UNITS IN

ACCORDANCE WITH THE PROJECT SPECIFICATION.

5. EXISTING SEWER GRAVITY MAIN TO REMAIN

OPERATIONAL DURING CONSTRUCTION.

6. SETTING OUT COORDINATES INDICATE THE CENTER OF

OF THE MANHOLES.

EXISTING SEWER PIPE

SE

EXTENT OF RIVER

RIVER CENTERLINE

PROPOSED SEWER PIPESE

EXTENT OF CONSTRUCTION

TOP RIVER BANK

G

A

B

I

O

N

S

G

A

B

IO

N

S

R

E

/5

0

6

2

4

9

8

5

4

9

8

2

R

E

/5

0

6

2

R

E

/5

0

6

2

1

1

5

0

5

P

A

R

K

3

3

3

3

P

A

R

K

1

1

4

9

5

1

1

4

9

6

1

1

5

2

5

1

1

5

2

6

1

1

4

6

8

1

1

4

8

8

1

1

4

8

9

1

1

4

9

0

1

1

4

9

1

1

1

4

9

2

1

1

4

9

9

1

1

4

9

3

1

1

4

9

8

1

1

4

9

4

6

4

7

5

6

4

7

6

1

1

5

1

6

1

1

5

1

7

1

1

5

1

8

1

1

5

1

9

1

1

5

2

0

1

1

5

2

1

1

1

5

2

2

1

1

5

2

3

1

1

5

2

4

1

1

5

0

7

1

1

5

0

8

5

6

1

1

1

1

5

0

9

1

1

5

1

1

1

1

5

1

0

1

1

5

1

2

1

1

5

1

3

1

1

5

1

4

1

1

5

1

5

8

5

2

5

1

1

5

0

4

1

1

5

0

3

1

1

5

0

2

1

1

4

6

9

1

1

5

0

1

1

1

5

0

0

3

6

8

8

3

6

8

7

5

6

1

2

3

6

9

8

3

6

9

7

3

6

9

6

3

6

9

5

3

6

9

4

3

3

1

7

3

6

9

3

3

6

9

2

3

6

9

1

3

6

9

0

8

5

3

3

8

5

3

2

3

6

8

9

6

4

5

0

3

3

1

9

6

4

4

9

8

5

3

1

8

5

3

0

R

E

/

2

2

5

2

R

E

/

3

5

0

3

6

4

4

2

6

4

4

1

1

0

9

9

7

1

1

2

7

7

8

5

2

6

3

7

0

2

3

7

0

1

3

7

0

0

3

6

9

9

6

4

4

8

6

4

4

7

6

4

4

6

6

4

4

5

6

4

4

4

6

4

4

3

8

5

2

9

8

5

2

8

8

5

2

7

R

E

/

2

2

5

2

4

9

8

1

H

E

A

D

W

A

L

L

H

E

A

D

W

A

L

L

X

3

7

6

9

4

0

0

Y

-8

8

0

0

X

3

7

6

9

2

0

0

Y

-8

8

0

0

G

R

A

V

E

L

R

O

A

D

N

E

W

G

R

A

V

E

L

R

O

A

D

N

E

W

G

R

A

V

E

L

R

O

A

D

N

E

W

G

R

A

V

E

L R

O

A

D

G

A

B

IO

N

S

G

A

B

IO

N

S

B

O

T

T

O

M

E

D

G

E

O

F

G

A

B

I

O

N

S

B

O

T

T

O

M

E

D

G

E

O

F

G

A

B

IO

N

S

B

A

N

K

T

O

P

B

A

N

K

B

O

T

T

O

M

G

R

A

V

E

L

R

O

A

D

51

5

1

50.5

50.5

5

0

5

0

4

9

.

5

49.5

4

7

4

7

4

7

47

4

7

.

5

47.5

4

8

48

4

8

.

5

48.5

4

9

49

47.5

4

7

.

5

48

4

8

48.5

4

8

.

5

49

4

9

49.5

4

9

.

5

5

0

5

0

4

6

.

5

4

6

.

5

4

9

4

9

48.5

4

8

.

5

4

6

4

6

4

5

.

5

4

5

.

5

4

5

4

5

44.5

4

4

.

5

44

4

4

4

6

.

5

4

6

.

5

4

3

.5

4

3

.5

42.5

4

2

.5

43

4

3

4

1

.

5

41.5

4

242

4

1

.

5

4

1

.

5

4

1

4

1

4

0

.

5

4

0

.

5

4

1

4

1

4

0

.

5

4

0

.5

42.5

4

2

.

5

3

8

.5

3

9

3

9

3

9

.5

3

9

.

5

4

0

4

0

5

0

5

0

4

2

4

2

4

0

.

5

40.5

41.5

4

1

.

5

4

1

.5

3

7

.5

3

7

.

5

3

8

3

8

3

8

.5

3

8

.5

4

1

4

1

3

9

39

3

9

.5

39

.5

4

0

40

3

8

3

8

3

8

.

5

3

8

.

5

3

7

.5

3

7

.

5

3

6

.

5

3

6

.5

3

7

3

7

3

6

.

5

36.5

3

7

36

3

6

3

5

.5

3

5

.

5

3

5

3

5

3

4

.

5

3

4

.

5

34

3

4

33.5

3

3

.

5

3

3

3

3

3

3

3

3

3

23

2

.

5

3

2

.

5

41

4

1

.

5

4

9

.

5

4

9

.

5

R

I

V

E

R

C

E

N

T

R

E

L

I

N

E

R

I

V

E

R

C

E

N

T

R

E

L

I

N

E

R

I

V

E

R

C

E

N

T

R

E

L

I

N

E

R

IV

E

R

C

E

N

T

R

E

L

IN

E

R

I

V

E

R

C

E

N

T

R

E

L

I

N

E

T

O

P

B

A

N

K

O

F

R

IV

E

R

T

O

P

B

A

N

K

O

F

R

I

V

E

R

T

O

P

B

A

N

K

O

F

R

IV

E

R

T

O

P

B

A

N

K

O

F

R

I

V

E

R

T

O

P

B

A

N

K

O

F

R

I

V

E

R

T

O

P

B

A

N

K

O

F

R

I

V

E

R

T

O

P

B

A

N

K

O

F

R

I

V

E

R

T

O

P

B

A

N

K

O

F

R

I

V

E

R

T

O

P

B

A

N

K

O

F

R

I

V

E

R

SE

SE

SE

SE

SE

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

C

O

N

C

R

E

T

E

S

L

A

B

P

A

R

K

S

T

R

E

E

T

S

U

N

R

ID

G

E

S

TR

E

E

T

P

I

C

N

I

C

S

T

R

E

E

T

X

3

7

6

9

4

0

0

Y

-8

6

0

0

Y

-8

6

0

0

X

3

7

6

9

2

0

0

P

A

R

K

S

T

R

E

E

T

S

T

R

O

E

B

E

L

S

T

R

E

E

T

DRAWING DISCRIPTION

PROJECT

NOTES:

GENERAL PROJECT LAYOUT

LAYOUT 1 OF 1

HORNLEE




DRAWING NUMBER

REVISIONL/O

C 1 7 1 3 - A C E P

DRG C S 0 0 1 - A

REFERENCE DRAWINGS

0000 LAYOUT PLANS

DATEREVISIONSNo.

A


DATE

DATE

APPROVED BY

CLIENT

SCALE: UNITS: DATE CREATED:

DRAWN: DESIGN: CHECKED:

SIZE:

SIGNATURE DATE

13 PROGRESS STREET GEORGE,

6529

TEL : (044) 873 - 5029

FAX : (044) 873 - 5086


GENERAL LAYOUT

SCALE 1:500

0

FOR TENDER

2019/07/08

FOR TENDER

START OF

CONSTRUCTION

J.KAMPMAN

A0

C.RENS

C.RENS

SHOWN03/05/2018

LEGEND:

END OF

CONSTRUCTION

NATURAL

WATERCOURSE

PIPELINE CROSSING

NATURAL WATERCOURSE

NOTE:

NO FLOW ANALYSIS WAS CARRIED OUT FOR

THE PROPOSED WORKS. DESIGNS ARE

BASED ON INFORMATION OBTAINED FROM

THE 2016 SEWER MASTER PLAN

N

mm

EXISTING SEWER PIPE

SE

EXTENT OF RIVER

RIVER CENTERLINE


EXTENT OF CONSTRUCTION

TOP RIVER BANK

EXISTING POTABLE WATER

PW

EXISTING ELECTRICAL CABLES






SPECIFICATIONS.






TO INSTALLATION.


SITE AT ALL TIMES


AFTER



ENGINEER.



WORK.






ACCORDINGLY.

















SEWER NOTES:











OF THE MANHOLES.

G

A

B

I

O

N

S

G

A

B

IO

N

S

R

E

/5

0

6

2

4

9

8

5

4

9

8

2

R

E

/5

0

6

2

R

E

/5

0

6

2

1

1

5

0

5

P

A

R

K

3

3

3

3

P

A

R

K

1

1

4

9

5

1

1

4

9

6

1

1

5

2

5

1

1

5

2

6

1

1

4

6

8

1

1

4

8

8

1

1

4

8

9

1

1

4

9

0

1

1

4

9

1

1

1

4

9

2

1

1

4

9

9

1

1

4

9

3

1

1

4

9

8

1

1

4

9

4

6

4

7

5

6

4

7

6

1

1

5

1

6

1

1

5

1

7

1

1

5

1

8

1

1

5

1

9

1

1

5

2

0

1

1

5

2

1

1

1

5

2

2

1

1

5

2

3

1

1

5

2

4

1

1

5

0

7

1

1

5

0

8

5

6

1

1

1

1

5

0

9

1

1

5

1

1

1

1

5

1

0

1

1

5

1

2

1

1

5

1

3

1

1

5

1

4

1

1

5

1

5

8

5

2

5

1

1

5

0

4

1

1

5

0

3

1

1

5

0

2

1

1

4

6

9

1

1

5

0

1

1

1

5

0

0

3

6

8

8

3

6

8

7

5

6

1

2

3

6

9

8

3

6

9

7

3

6

9

6

3

6

9

5

3

6

9

4

3

3

1

7

3

6

9

3

3

6

9

2

3

6

9

1

3

6

9

0

8

5

3

3

8

5

3

2

3

6

8

9

6

4

5

0

3

3

1

9

6

4

4

9

8

5

3

1

8

5

3

0

R

E

/

2

2

5

2

R

E

/

3

5

0

3

6

4

4

2

6

4

4

1

1

0

9

9

7

1

1

2

7

7

8

5

2

6

3

7

0

2

3

7

0

1

3

7

0

0

3

6

9

9

6

4

4

8

6

4

4

7

6

4

4

6

6

4

4

5

6

4

4

4

6

4

4

3

8

5

2

9

8

5

2

8

8

5

2

7

R

E

/

2

2

5

2

4

9

8

1

H

E

A

D

W

A

L

L

H

E

A

D

W

A

L

L

X

3

7

6

9

4

0

0

Y

-8

8

0

0

X

3

7

6

9

2

0

0

Y

-8

8

0

0

G

R

A

V

E

L

R

O

A

D

N

E

W

G

R

A

V

E

L

R

O

A

D

N

E

W

G

R

A

V

E

L

R

O

A

D

N

E

W

G

R

A

V

E

L R

O

A

D

G

A

B

IO

N

S

G

A

B

IO

N

S

B

O

T

T

O

M

E

D

G

E

O

F

G

A

B

I

O

N

S

B

O

T

T

O

M

E

D

G

E

O

F

G

A

B

IO

N

S

B

A

N

K

T

O

P

B

A

N

K

B

O

T

T

O

M

G

R

A

V

E

L

R

O

A

D

51

5

1

50.5

50.5

5

0

5

0

4

9

.

5

49.5

4

7

4

7

4

7

47

4

7

.

5

47.5

4

8

48

4

8

.

5

48.5

4

9

49

47.5

4

7

.

5

48

4

8

48.5

4

8

.

5

49

4

9

49.5

4

9

.

5

5

0

5

0

4

6

.

5

4

6

.

5

4

9

4

9

48.5

4

8

.

5

4

6

4

6

4

5

.

5

4

5

.

5

4

5

4

5

44.5

4

4

.

5

44

4

4

4

6

.

5

4

6

.

5

4

3

.5

4

3

.5

42.5

4

2

.5

43

4

3

4

1

.

5

41.5

4

242

4

1

.

5

4

1

.

5

4

1

4

1

4

0

.

5

4

0

.

5

4

1

4

1

4

0

.

5

4

0

.5

42.5

4

2

.

5

3

8

.5

3

9

3

9

3

9

.5

3

9

.

5

4

0

4

0

5

0

5

0

4

2

4

2

4

0

.

5

40.5

41.5

4

1

.

5

4

1

.5

3

7

.5

3

7

.

5

3

8

3

8

3

8

.5

3

8

.5

4

1

4

1

3

9

39

3

9

.5

39

.5

4

0

40

3

8

3

8

3

8

.

5

3

8

.

5

3

7

.5

3

7

.

5

3

6

.

5

3

6

.5

3

7

3

7

3

6

.

5

36.5

3

7

36

3

6

3

5

.5

3

5

.

5

3

5

3

5

3

4

.

5

3

4

.

5

34

3

4

33.5

3

3

.

5

3

3

3

3

3

3

3

3

3

23

2

.

5

3

2

.

5

41

4

1

.

5

4

9

.

5

4

9

.

5

R

I

V

E

R

C

E

N

T

R

E

L

I

N

E

R

I

V

E

R

C

E

N

T

R

E

L

I

N

E

R

I

V

E

R

C

E

N

T

R

E

L

I

N

E

R

IV

E

R

C

E

N

T

R

E

L

IN

E

R

I

V

E

R

C

E

N

T

R

E

L

I

N

E

T

O

P

B

A

N

K

O

F

R

IV

E

R

T

O

P

B

A

N

K

O

F

R

I

V

E

R

T

O

P

B

A

N

K

O

F

R

IV

E

R

T

O

P

B

A

N

K

O

F

R

I

V

E

R

T

O

P

B

A

N

K

O

F

R

I

V

E

R

T

O

P

B

A

N

K

O

F

R

I

V

E

R

T

O

P

B

A

N

K

O

F

R

I

V

E

R

T

O

P

B

A

N

K

O

F

R

I

V

E

R

T

O

P

B

A

N

K

O

F

R

I

V

E

R

SE

SE

SE

SE

SE

SE

SE

SE

SE

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

C

O

N

C

R

E

T

E

S

L

A

B

P

A

R

K

S

T

R

E

E

T

S

U

N

R

ID

G

E

S

TR

E

E

T

P

I

C

N

I

C

S

T

R

E

E

T

PW

PW

PW

PW

P

W

P

W

P

W

P

W

P

W

P

W

P

W

P

W

P

W

P

W

P

W

P

W

P

W

P

W

P

W

P

W

P

W

P

W

P

W

P

W

P

W

P

W

P

W

PW

PW

PW

PW

P

W

P

W

P

W

P

W

P

W

P

W

P

W

P

W

P

W

P

W

P

W

P

W

P

W

P

W

P

W

P

W

P

W

P

W

P

W

P

W

SE

SE

SE

SE

SE

S

E

S

E

S

E

S

E

S

E

X

3

7

6

9

4

0

0

Y

-8

6

0

0

Y

-8

6

0

0

X

3

7

6

9

2

0

0

COVER LEVEL +-41m

INVERT LEVEL 33.69m

COVER LEVEL 50.89m

INVERT LEVEL 46.90m

COVER LEVEL 48.44m

INVERT LEVEL 46.03m

COVER LEVEL 48.02m

INVERT LEVEL 44.98m

COVER LEVEL 44.45m

INVERT LEVEL 42.40m

COVER LEVEL 44.10m

INVERT LEVEL 42.40m

COVER LEVEL 40.35m

INVERT LEVEL 39.03m

COVER LEVEL 41.77m

INVERT LEVEL 37.47m

COVER LEVEL 41.36m

INVERT LEVEL 37.22m

COVER LEVEL 36.95m

INVERT LEVEL 35.01m

COVER LEVEL 36.04m

INVERT LEVEL 34.62m

COVER LEVEL 35.12m

INVERT LEVEL 33.93m

S

E

S

E

S

E

S

E

S

E

S

E

SE

P

A

R

K

S

T

R

E

E

T

S

T

R

O

E

B

E

L

S

T

R

E

E

T

DRAWING DISCRIPTION

PROJECT

NOTES:

EXISTING

SERVICES LAYOUT

LAYOUT 1 OF 1

HORNLEE




DRAWING NUMBER

REVISIONL/O

C 1 7 1 3 - A C E P

DRG C S 0 0 2 - A

REFERENCE DRAWINGS

0000 LAYOUT PLANS

DATEREVISIONSNo.

A


DATE

DATE

APPROVED BY

CLIENT

SCALE: UNITS:DATE CREATED:


SIZE:

0

FOR TENDER

2019/07/08

FOR TENDER

J.KAMPMAN

A0

C.RENS

C.RENS

SHOWN 03/05/2018

LEGEND:

NOTE:

NO FLOW ANALYSIS WAS CARRIED OUT FOR THE

PROPOSED WORKS. DESIGNS ARE BASED ON

INFORMATION OBTAINED FROM THE 2016

KNYSNA SEWER MASTER PLAN.

N

SIGNATURE DATE


6529

TEL : (044) 873 - 5029

FAX : (044) 873 - 5086


mm






SPECIFICATIONS.






TO INSTALLATION.


SITE AT ALL TIMES


AFTER



ENGINEER.



WORK.






ACCORDINGLY.

















SEWER NOTES:











OF THE MANHOLES.

EXISTING SEWER PIPE

SE

EXTENT OF RIVER

RIVER CENTERLINE


TOP RIVER BANK

G

A

B

IO

N

S

GA

BIO

NS

R

E

/

5

0

6

2

4

9

8

5

4

9

8

2

R

E

/

5

0

6

2

R

E

/

5

0

6

2

1

1

5

0

5

P

A

R

K

3

3

3

3

P

A

R

K

11468

6475

6476

11516

11517

11518

11519

1150711508

5611

11509

11511

11510

1151211513

11514

11515

8525

11504

11503

11502

11469

11501

11500

3688

3687

5612

3698

3697

3696

3695

3694

3317

3693

3692

3691

3690

8533

8532

3689

6450

3319

6449

8531

8530

RE/2252

RE/3503

6442

6441

10997

11277

8526

3702

3701

3700

3699

6448

6447

6446

64456444

6443

8529

8528

8527

RE/2252

4981

HE

AD

WA

LL

HE

AD

WA

LL

X

3

7

6

9

2

0

0

Y

-

8

8

0

0

G

R

A

V

E

L

R

O

A

D

N

E

W

G

R

A

V

E

L

R

O

A

D

N

EW

G

R

AV

EL R

O

AD

NEW GRAVEL ROAD

GABIONS

GABIONS

B

O

T

T

O

M

E

D

G

E

O

F

G

A

B

IO

N

S

B

O

T

T

O

M

E

D

G

E

O

F

G

A

B

I

O

N

S

B

A

N

K

T

O

P

B

A

N

K

B

O

T

T

O

M

G

R

A

V

E

L

R

O

A

D

5

1

5

1

5

0

.5

5

0

.

5

5

0

5

0

4

9

.

5

4

9

.5

4

7

47

4

7

4

7

4

7

.

5

4

7

.

5

4

8

4

8

4

8

.

5

4

8

.

5

4

9

4

9

4

7

.

5

4

7

.

5

4

8

4

8

4

8

.

5

4

8

.

5

4

9

4

9

4

9

.

5

4

9

.

5

50

5

0

4

6

.

5

4

6

.

5

4

9

4

9

4

8

.

5

48.5

4

6

4

6

4

5

.

5

4

5

.

5

4

5

45

4

4

.

5

4

4

.

5

4

4

4

4

4

6

.5

4

6

.

5

43.5

43.5

4

2

.

5

42.5

4

3

43

4

1

.5

4

1

.5

4

2

4

2

4

1

.

5

4

1

.

5

4

1

4

1

4

0

.

5

4

0

.5

4

1

4

1

4

0

.

5

4

0

.

5

4

2

.

5

4

2

.

5

3

8

.

5

3

9

39

3

9

.

5

39.5

4

0

40

5

0

5

0

4

2

4

2

4

0

.

5

4

0

.

5

4

1

.

5

4

1

.5

4

1

.

5

37.5

3

7

.

5

38

3

8

38.5

3

8

.

5

4

1

4

1

39

3

9

39.5

3

9

.

5

40

4

0

3

8

38

3

8

.5

38.5

37.5

37.5

3

6

.

5

3

7

3

7

3

6

.5

3

6

.5

3

7

3

6

35.5

4

1

41.5

49.5

4

9

.

5

R

IV

E

R

C

E

N

T

R

E

L

IN

E

R

I

V

E

R

C

E

N

T

R

E

L

I

N

E

RIVER CENTRELINE

RIV

ER

CE

NT

RE

LIN

E

T

O

P

B

A

N

K

O

F

R

IV

E

R

T

O

P

B

A

N

K

O

F

R

IV

E

R

TOP BANK OF RIVER

T

O

P

B

A

N

K

O

F

R

I

V

E

R

T

O

P

B

A

N

K

O

F

R

I

V

E

R

T

O

P

B

A

N

K

O

F

R

IV

E

R

T

O

P

B

A

N

K

O

F

R

I

V

E

R

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

SE

SE

SE

SE

SE

SE

SE

SE

SE

SE

SE

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

SE

SE

SE

SE

SE

SE

SE

SE

SE

SE

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

C

O

N

C

R

E

T

E

S

L

A

B

PARK STREET

S

U

N

R

I

D

G

E

S

T

R

E

E

T

PICNIC STREET

S

E

S

E

S

E

S

E

S

E

SE

SE

SE

S

E

S

E

PS2

PS1

PS3

PS4

PS3.1

PS5

PS6

PS8

PS9

PS7

PS9.1

PS9.2

PS10

PS11

X

3

7

6

9

4

0

0

Y

-

8

6

0

0

COVER LEVEL 50.89m

INVERT LEVEL 46.90m

COVER LEVEL 48.44m

INVERT LEVEL 46.03m

COVER LEVEL 48.02m

INVERT LEVEL 44.98m

COVER LEVEL 44.45m

INVERT LEVEL 42.40m

COVER LEVEL 44.10m

INVERT LEVEL 42.40m

COVER LEVEL 40.35m

INVERT LEVEL 39.03m

COVER LEVEL 41.77m

INVERT LEVEL 37.47m

COVER LEVEL 41.36m

INVERT LEVEL 37.22m

COVER LEVEL 36.95m

INVERT LEVEL 35.01m

S

E

S

E

S

E

S

E

S

E

S

E

S

E

P

A

R

K

S

T

R

E

E

T

S

TR

O

E

B

E

L S

TR

E

E

T

SCALES:

Horizontal 1:500

Vertical 1:100

DATUM 28.000

30

35

40

45

50

REFERENCE

NGL

EGL

HGL

DISTANCE (m)

GROUND LEVEL

PIPE INVERT LEVEL

DEPTH TO INVERT

TRENCH LEVEL

DEPTH TO TRENCH

SLOPE / LENGTH

45

.9

22

42

.9

16

41

.6

42

37

.5

77

49

.3

35

46

.3

73

47

.1

24

46

.4

68

47

.5

22

44

.7

78

44

.2

16

43

.7

49

41

.7

21

40

.7

35

40

.3

95

41

.2

15

40

.8

17

40

.6

73

39

.9

60

38

.7

44

37

.5

81

37

.2

90

46

.9

18

46

.8

68

46

.0

93

46

.0

43

45

.7

85

45

.7

35

45

.2

30

45

.1

80

44

.5

48

42

.8

77

41

.8

11

41

.7

61

39

.5

98

39

.5

25

39

.0

33

36

.7

89

36

.6

02

36

.5

52

36

.1

91

36

.1

41

35

.9

23

35

.8

73

35

.6

99

35

.6

49

46

.9

87

46

.7

09

46

.6

58

45

.8

84

45

.8

34

45

.5

76

45

.5

26

45

.0

21

44

.9

71

44

.3

39

42

.6

68

41

.6

02

41

.5

51

39

.3

89

39

.3

16

38

.8

24

36

.5

80

36

.3

93

36

.3

43

35

.9

82

35

.9

32

35

.7

14

35

.6

64

35

.4

89

35

.4

39

46

.7

78

4.2

91

4.3

42

2.4

76

2.5

26

2.0

59

2.1

09

2.2

12

2.2

62

3.4

21

5.0

92

2.6

06

2.6

57

1.2

32

1.3

04

3.1

93

5.4

37

4.6

47

4.6

97

4.3

18

4.3

68

3.4

74

3.5

24

2.1

29

2.1

79

4.1

10

2.18%

1:45.9

23.20m

2.50%

1:40.0

42.65m

0.98%

1:102.2

22.29m

0.67%

1:149.4

26.06m

2.50%

1:40.0

86.51m

0.99%

1:100.9

49.69m

1.03%

1:97.3

18.25m

2.80%

1:35.8

2.46m

3.00%

1:33.3

25.80m

1.36%

1:73.6

19.00m

1.34%

1:74.8

47.26m

1.02%

1:97.6

35.19m

0.73%

1:137.3

61.94m

APPROXIMATE POSITION OF

CONNECTION INTO MAIN. INVERT

LEVEL TO BE CONFIRMED ON SITE.

APPROXIMATE POSITION OF NETWORK



APPROXIMATE POSITION

OF EXISTING SEWER PIPE

28

.2

66

47

.2

70

11

7.7

34

35

0.0

24

2.4

64

70

.4

75

37

2.3

13

39

8.3

70

16

0.3

81

24

6.8

92

29

6.5

86

31

4.8

32

48

.3

60

47

.2

33

47

.7

60

41

.0

39

40

.6

20

37

.6

18

50

.8

87

51

.0

00

47

.6

35

40

.3

00

39

.1

88

44

.2

08

42

.0

17

PS

1

PS

2

PS

3

PS

3.1

PS

4

PS

5

PS

6

PS

7

PS

8

PS

9

PS

9.1

PS

9.2

PS

10

uPVC Ø315

CLASS 34

uPVC Ø315

CLASS 34

uPVC Ø315

CLASS 34

uPVC Ø315

CLASS 34

uPVC Ø315

CLASS 34

uPVC Ø315

CLASS 34

uPVC Ø315

CLASS 34

uPVC Ø315

CLASS 34

uPVC Ø315

CLASS 34

uPVC Ø315

CLASS 34

uPVC Ø315

CLASS 34

uPVC Ø315

CLASS 34

uPVC Ø315

CLASS 34

10

0.0

00

20

0.0

00

30

0.0

00

40

0.0

00

20

.0

00

40

.0

00

60

.0

00

80

.0

00

12

0.0

00

14

0.0

00

16

0.0

00

18

0.0

00

22

0.0

00

24

0.0

00

26

0.0

00

28

0.0

00

32

0.0

00

34

0.0

00

36

0.0

00

38

0.0

00

42

0.0

00

44

0.0

00

10

0.5

90

20

1.3

82

30

2.3

73

40

9.1

05

4.0

82

4.1

32

2.2

67

2.3

17

1.8

50

1.9

00

2.0

03

2.0

53

3.2

12

4.8

83

2.3

97

2.4

48

1.0

23

1.0

95

2.9

84

5.2

28

4.4

37

4.4

87

4.1

09

4.1

59

3.2

65

3.3

15

1.9

20

1.9

70

3.9

00

CONNECT

EXISTING INTO

PROPOSED MAIN



SETTING OUT

STRUCTURE

PS1

PS2

PS3

PS3.1

PS4

PS5

PS6

PS7

PS8

PS9

PS9.1

PS9.2

PS10

PS11

PS11.1

PS12

PS12.1

PS12.2

PS12.3

PS13

PS14

PS15

Y

-8 863.553

-8 862.204

-8 864.634

-8 867.132

-8 870.164

-8 846.278

-8 808.362

-8 731.445

-8 696.181

-8 684.231

-8 661.260

-8 647.117

-8 630.638

-8 590.878

-8 579.381

-8 570.713

-8 562.859

-8 553.625

-8 544.220

-8 540.321

-8 483.668

-8 480.611

X

3 769 095.574

3 769 097.635

3 769 123.323

3 769 142.162

3 769 165.168

3 769 205.947

3 769 225.468

3 769 265.066

3 769 300.077

3 769 313.865

3 769 340.527

3 769 357.753

3 769 377.938

3 769 425.431

3 769 438.149

3 769 447.690

3 769 456.476

3 769 466.847

3 769 477.203

3 769 481.150

3 769 442.823

3 769 442.803

EXISTING LINE TO

CONNECT TO PROPOSED

DRAWING DISCRIPTION

PROJECT

NOTES:

PROPOSED SEWER

LAYOUT AND LONGSECTION

LAYOUT 1 OF 2

HORNLEE




DRAWING NUMBER

REVISIONL/O

C 1 7 1 3 - A C E P

DRG C S 0 0 3 - A

REFERENCE DRAWINGS

0000 LAYOUT PLANS

DATEREVISIONSNo.

A


DATE

DATE

APPROVED BY

CLIENT



SIZE:

0

FOR TENDER

2019/07/08

FOR TENDER

J.KAMPMAN

A0

C.RENS

C.RENS

SHOWN 03/05/2018

N

LEGEND:

PROPOSED SEWER

LAYOUT

SCALE 1:500

TIE INTO EXISTING MANHOLE,

START OF CONSTRUCTION

PROPOSED SEWER LINE THROUGH NATURAL

WATERCOURSE; REFER TO DRAWING SE13

FOR RIVER CROSSING DETAIL

LONGSECTION

CONTINUES ON

DRAWING CS04

CONNECT TO

EXISTING SEWER

MANHOLE

CROSSING NATURAL

WATERCOURSE

REFER TO DRAWING SE11

FOR DETAIL INDICATING

LAYERWORKS UNDER ROAD

NOTE:


THE PROPOSED WORKS. DESIGNS ARE BASED

ON INFORMATION OBTAINED FROM THE 2016

SEWER MASTER PLAN.

INDICATED TRENCH LEVELS ARE BASED ON

CLASS B BEDDING AND DOES NOT INCLUDE

DEPTH FOR ROCK FILL OR 19mm STONE LAYER.

SUBJECT TO

SERVITUDE

APPROVAL

NATURAL GROUND

PROPOSED SEWER

RETICULATION CONNECTION

SIGNATURE DATE


6529

TEL : (044) 873 - 5029

FAX : (044) 873 - 5086


mm

41.642

37.577

35.467

41.215

40.817

40.673

39.960

38.744

37.581

37.290

36.889

36.331

34.977

39.033

36.789

36.602

36.552

36.191

36.141

35.923

35.873

35.699

35.649

35.198

35.148

35.007

34.957

34.875

34.825

34.727

34.677

34.574

34.524

34.425

34.375

34.312

33.919

33.760

33.710

33.690

38.824

36.580

36.393

36.343

35.982

35.932

35.714

35.664

35.489

35.439

34.988

34.938

34.798

34.748

34.666

34.616

34.518

34.468

34.365

34.315

34.216

34.166

34.103

33.982

33.551

33.501

33.481

3.193

5.437

4.647

4.697

4.318

4.368

3.474

3.524

2.129

2.179

1.892

1.942

1.658

1.708

1.241

1.291

0.855

0.905

0.732

0.782

0.627

0.677

0.98%

1:102.2

22.29m

0.67%

1:149.4

26.06m

0.64%

1:157.1

12.89m

0.74%

1:135.3

13.89m

0.71%

1:141.8

13.99m

1.14%

1:88.1

5.55m

0.99%

1:100.9

49.69m

1.03%

1:97.3

18.25m

0.23%

1:433.6

68.40m

0.66%

1:150.9

3.06m

0.82%

1:122.0

17.14m

0.83%

1:119.8

11.78m

1.02%

1:97.6

35.19m

0.73%

1:137.3

61.94m





CONNECTION INTO MAIN. INVERT LEVEL

TO BE CONFIRMED ON SITE.

APPROXIMATE POSITION OF

NETWORK CONNECTION INTO

MAIN. INVERT LEVEL TO BE

CONFIRMED ON SITE.



350.024

460.310

477.454

502.128

603.952

607.010

372.313

398.370

490.344

516.015

530.004

535.552

296.586

314.832

41.039

37.618

36.880

35.907

???

???

???

40.300

39.188

36.456

35.372

35.097

34.843

42.017

PS

8

PS

9

PS

9.1

PS

9.2

PS

10

PS

11

PS

11.1

PS

12

PS

12.1

PS

12.2

PS

12.3

PS

13

PS

14

PS

15

uPVC Ø315

CLASS 34

uPVC Ø315

CLASS 34

uPVC Ø315

CLASS 34

uPVC Ø315

CLASS 34

uPVC Ø315

CLASS 34

uPVC Ø315

CLASS 34

uPVC Ø315

CLASS 34

uPVC Ø315

CLASS 34

uPVC Ø315

CLASS 34

uPVC Ø315

CLASS 34

uPVC Ø315

CLASS 34

uPVC Ø315

CLASS 34

uPVC Ø315

CLASS 34

uPVC Ø315

CLASS 34

300.000

400.000

500.000

600.000

607.010

280.000

320.000

340.000

360.000

380.000

420.000

440.000

460.000

480.000

520.000

540.000

560.000

580.000

302.373

409.105

511.193

2.984

5.228

4.437

4.487

4.109

4.159

3.265

3.315

1.920

1.970

1.683

1.733

1.449

1.499

1.032

1.082

0.646

0.696

0.523

0.573

0.418

0.468

CONNECT

EXISTING INTO

PROPOSED MAIN

T.B

.C

.

T.B

.C

.

T.B

.C

.

EXISTING GRAVITY MAIN TO JOIN INTO

PROPOSED NEW LINE AT PS13.






SPECIFICATIONS.






TO INSTALLATION.


SITE AT ALL TIMES


AFTER



ENGINEER.



WORK.






ACCORDINGLY.

















SEWER NOTES:











OF THE MANHOLES.

EXISTING SEWER PIPE

SE

EXTENT OF RIVER

RIVER CENTERLINE


TOP RIVER BANK

G

A

B

IO

N

S

GA

BIO

NS

1

1

5

0

5

P

A

R

K

11495

11496

11497

11525

11526

11527

11528

11468

11488

11489

11490

11491

11492

11499

11493

11498

11494

11516

11517

11518

11519

11520

11521

11522

11523

11524

1150711508

5611

11509

11511

11510

1151211513

11514

11515

8525

11504

11503

11502

11469

11501

11500

3688

3687

5612

3698

3697

3696

3695

3694

3317

3693

3692

3691

3690

8532

3689

3319

8531

8530

RE/2252

RE/3503

8526

3700

3699

8529

8528

8527

RE/2252

HE

AD

WA

LL

HE

AD

WA

LL

X

3

7

6

9

2

0

0

Y

-

8

8

0

0

G

R

A

V

E

L

R

O

A

D

N

E

W

G

R

A

V

E

L

R

O

A

D

NE

W

G

RA

VE

L R

O

AD

NEW GRAVEL ROAD

GABIONS

GABIONS

B

O

T

T

O

M

E

D

G

E

O

F

G

A

B

IO

N

S

G

R

A

V

E

L

R

O

A

D

5

0

47

4

7

4

7

.

5

4

8

4

7

.

5

4

8

4

8

.

5

4

9

4

9

.

5

50

4

6

.

5

4

6

.

5

4

9

4

8

.

5

4

6

4

6

4

5

.

5

4

5

.

5

4

5

45

4

4

.

5

4

4

.

5

4

4

4

4

4

6

.5

4

6

.

5

43.5

43.5

4

2

.

5

42.5

4

3

43

4

1

.5

4

1

.5

4

2

4

2

4

1

.

5

4

1

.

5

4

1

4

1

4

0

.

5

4

0

.5

4

1

4

1

4

0

.

5

4

0

.

5

4

2

.

5

4

2

.

5

3

8

.

5

3

9

39

3

9

.

5

39.5

4

0

40

5

0

5

0

4

2

4

2

4

0

.

5

4

0

.

5

4

1

.

5

4

1

.5

4

1

.

5

37.5

3

7

.

5

38

3

8

38.5

3

8

.

5

4

1

4

1

39

3

9

39.5

3

9

.5

40

4

0

3

8

38

3

8

.5

38.5

37.5

37.5

3

6

.

5

3

6

.

5

3

7

3

7

3

6

.5

3

6

.5

3

7

3

6

3

6

35.5

3

5

.

5

3

5

3

5

3

4

.

5

3

4

.

5

3

4

3

4

3

3

.5

3

3

.

5

3

3

3

3

3

3

3

3

3

2

3

2

.5

3

2

.

5

4

1

41.5

49.5

R

IV

E

R

C

E

N

T

R

E

L

IN

E

R

IV

E

R

C

E

N

T

R

E

L

IN

E

R

I

V

E

R

C

E

N

T

R

E

L

I

N

E

RIVER CENTRELINE

RIV

ER

CE

NT

RE

LIN

E

T

O

P

B

A

N

K

O

F

R

IV

E

R

T

O

P

B

A

N

K

O

F

R

IV

E

R

TOP BANK OF RIVER

T

O

P

B

A

N

K

O

F

R

I

V

E

R

T

O

P

B

A

N

K

O

F

R

I

V

E

R

TO

P B

AN

K O

F R

IVE

R

T

O

P

B

A

N

K

O

F

R

I

V

E

R

T

O

P

B

A

N

K

O

F

R

IV

E

R

T

O

P

B

A

N

K

O

F

R

I

V

E

R

S

E

S

E

S

E

S

E

S

E

S

E

SE

SE

SE

SE

SE

SE

SE

SE

SE

SE

SE

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

SE

SE

SE

SE

SE

SE

SE

SE

SE

SE

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

C

O

N

C

R

E

T

E

S

L

A

B

PARK STREET

S

U

N

R

I

D

G

E

S

T

R

E

E

T

PICNIC STREET

S

E

S

E

S

E

S

E

SE

SE

SE

S

E

S

E

PS4

PS3.1

PS5

PS6

PS8

PS9

PS7

PS9.1

PS9.2

PS10

PS11

PS11.1

PS12

PS12.1

PS12.2

PS12.3

PS13

PS14

PS15

X

3

7

6

9

4

0

0

Y

-

8

6

0

0

COVER LEVEL +-41m

INVERT LEVEL 33.69m

COVER LEVEL 48.02m

INVERT LEVEL 44.98m

COVER LEVEL 44.45m

INVERT LEVEL 42.40m

COVER LEVEL 44.10m

INVERT LEVEL 42.40m

COVER LEVEL 40.35m

INVERT LEVEL 39.03m

COVER LEVEL 41.77m

INVERT LEVEL 37.47m

COVER LEVEL 41.36m

INVERT LEVEL 37.22m

COVER LEVEL 36.95m

INVERT LEVEL 35.01m

COVER LEVEL 36.04m

INVERT LEVEL 34.62m

COVER LEVEL 35.12m

INVERT LEVEL 33.93m

S

E

S

E

S

E

S

E

S

E

S

E

P

A

R

K

S

T

R

E

E

T

S

TR

O

E

B

E

L S

TR

E

E

T

S

E

SCALES:

Horizontal 1:500

Vertical 1:100

DATUM 28.000

30

35

40

45

50

REFERENCE

NGL

EGL

HGL

DISTANCE (m)

GROUND LEVEL

PIPE INVERT LEVEL

DEPTH TO INVERT

TRENCH LEVEL

DEPTH TO TRENCH

SLOPE / LENGTH

PS

1

uPVC Ø315

CLASS 34

SETTING OUT

STRUCTURE

PS1

PS2

PS3

PS3.1

PS4

PS5

PS6

PS7

PS8

PS9

PS9.1

PS9.2

PS10

PS11

PS11.1

PS12

PS12.1

PS12.2

PS12.3

PS13

PS14

PS15

Y

-8 863.553

-8 862.204

-8 864.634

-8 867.132

-8 870.164

-8 846.278

-8 808.362

-8 731.445

-8 696.181

-8 684.231

-8 661.260

-8 647.117

-8 630.638

-8 590.878

-8 579.381

-8 570.713

-8 562.859

-8 553.625

-8 544.220

-8 540.321

-8 483.668

-8 480.611

X

3 769 095.574

3 769 097.635

3 769 123.323

3 769 142.162

3 769 165.168

3 769 205.947

3 769 225.468

3 769 265.066

3 769 300.077

3 769 313.865

3 769 340.527

3 769 357.753

3 769 377.938

3 769 425.431

3 769 438.149

3 769 447.690

3 769 456.476

3 769 466.847

3 769 477.203

3 769 481.150

3 769 442.823

3 769 442.803

DRAWING DISCRIPTION

PROJECT

NOTES:

PROPOSED SEWER

LAYOUT AND LONGSECTION

LAYOUT 2 OF 2

HORNLEE




DRAWING NUMBER

REVISIONL/O

C 1 7 1 3 - A C E P

DRG C S 0 0 4 - A

REFERENCE DRAWINGS

0000 LAYOUT PLANS

DATEREVISIONSNo.

A


DATE

DATE

APPROVED BY

CLIENT



SIZE:

0

FOR TENDER

2019/07/08

FOR TENDER

J.KAMPMAN

A0

C.RENS

C.RENS

SHOWN 03/05/2018

N

LEGEND:

PROPOSED SEWER

LAYOUT

SCALE 1:500

TIE INTO EXISTING

MANHOLE

LONGSECTION

CONTINUES FROM

DRAWING CS03

TIE INTO EXISTING SEWER

MANHOLE.

EXISTING INVERT LEVEL

APPROXIMATELY 33.690 MSL

NGL TO BE

CONFIRMED

ON SITE

PIPE TO BE MOUNTED ON CONCRETE PEDESTALS OVER

WATERCOURSE CROSSING.

NOTE:

NATURAL GROUND


THE PROPOSED WORKS. DESIGNS ARE BASED

ON INFORMATION OBTAINED FROM THE 2016

SEWER MASTER PLAN.

INDICATED TRENCH LEVELS ARE BASED ON

CLASS B BEDDING AND DOES NOT INCLUDE

DEPTH FOR ROCK FILL OR 19mm STONE LAYER.

SIGNATURE DATE


6529

TEL : (044) 873 - 5029

FAX : (044) 873 - 5086


PIPE TO BE MOUNTED ON

CONCRETE PEDESTALS

REFER TO DRAWING SE11

FOR DUMP ROCK AND

RENO MATTRESS FILL.

AS PER ENGINEER'S

INSTRUCTION

PROPOSED SCREENING MANHOLE

(REFER TO DRAWING SE12). EXACT

POSITION TO BE DETERMINED ON SITE.

EXACT POSITION TO BE DETERMINED

ON SITE. CONNECT EXISTING

MANHOLE TO PROPOSED PS13.

mm

PIPE CROSSING SUNRIDGE STREET

GALVANISED STEEL Ø355

CLASS 16

Ø355

5900

2100

30002000300 300 300

300

300

SECTION A-A

SCREEN CHAMBER OPTION A

SCALE 1:25

SCREENING CHAMBER SAND TRAP CHAMBER

uPVC OUTLET PIPE

355mm DIAMETER

uPVC INLET PIPE 355mm DIA

HONEY SUCKER

CONNECTION

HONEY SUCKER

CONNECTION

LOCKABLE MANHOLE COVER

NGL


ACCESS LADDER

BAR SCREEN MADE UP FROM 50 X

10mm GALVANISED FLATS @ 25mm

CRS WELDED TO 65 X 65 X 6 ANGLE

IRONS BOLTED TO FLOOR SLAB

PUDDLE FLANGE

STEEL OUTLET PIPE

355mm DIAMETER

STEEL INLET PIPE 355mm DIA

SOILCRETE (16:1 MIX)

BACKFILL

SOILCRETE (16:1 MIX) BACKFILL

BLINDING LAYER

5900

30002000

1500 1500

NGL

PLAN VIEW - COVER SLAB REMOVED:

SCREEN CHAMBER OPTION A

SCALE 1:25

PLAN VIEW - WITH COVER SLAB:

SCREEN CHAMBER OPTION B

SCALE 1:25

AA

10001000

MENTIS GRID

LANDING TYPE RS 40

110mm DIA

VENTILATION OUTLET

SUPPORT CHANNEL

WHECKO TYPE

HAND RAILING

uPVC TO STEEL COUPLING

uPVC OUTLET PIPE

355mm DIAMETER


uPVC TO STEEL

COUPLING


SECTION B-B


SCALE 1:25

STEEL OUTLET PIPE

355mm DIAMETER

BLINDING LAYER

SOILCRETE (16:1 MIX)

BACKFILL

SOILCRETE (16:1 MIX) BACKFILL


NGL NGL

NGL

HONEY SUCKER

CONNECTION

BAR SCREEN MADE UP FROM 50 X

10mm GALVANISED FLATS @ 25mm

CRS WELDED TO 65 X 65 X 6 ANGLE

IRONS BOLTED TO FLOOR SLAB

STEP IRONS

7501500 1500

HONEY SUCKER

CONNECTION

PLAN VIEW - COVER SLABS REMOVED:


SCALE 1:25

PRE-CAST MANHOLE

RINGS

uPVC OUTLET PIPE

355mm DIAMETERuPVC INLET PIPE

355mm DIA

uPVC PIPE 400mm

DIAMETER

B

MENTIS GRID

LANDING TYPE RS 40

uPVC PIPE 400mm

DIAMETER INCASED

IN CONCRETE

HAUNCHING

HAUNCHING

1000

1000

PLAN VIEW - WITH COVER SLABS:


SCALE 1:25

B

STEEL INLET PIPE 355mm DIA

uPVC TO STEEL COUPLING

uPVC OUTLET PIPE

355mm DIAMETER

uPVC TO STEEL

COUPLING

DRAWING DISCRIPTION

PROJECT

NOTES:

SEWER SCREEN DETAIL

LAYOUT 1 OF 1

HORNLEE




DRAWING NUMBER

REVISIONL/O

C 1 7 1 3 - A C E P

DRG S E 0 0 1 2 A

REFERENCE DRAWINGS

DATEREVISIONSNo.

0

FOR TENDER

2019/06/19

APPROVED BY

DATE

APPROVED BY

CLIENT



SIZE:

DATECLIENT

APPROVED BY

FOR TENDER

1. IN PRE-CAST CONCRETE MANHOLES, THE LOWEST PRE-CAST SECTION OF

SHAFT USED IN THE CONSTRUCTION OF THE MANHOLE SHALL BE AT LEAST

250mm IN HEIGHT AND THIS SHALL BE BEDDED 100mm INTO THE CONCRETE

BASE SUPPORTED INITIALLY AT THREE PLACES BY BRICKS. THE HEIGHT OF

SECTIONS ABOVE THIS SHALL BE ARRANGED TO ENSURE THAT A MINIMUM

NUMBER OF JOINTS OCCUR.

2. JOINTS BETWEEN PRE-CAST CONCRETE MANHOLE RINGS SHALL BE

EFFECTIVELY CAULKED FROM THE INSIDE WITH 3:1 SAND CEMENT MORTAR

OR OTHER SEALING METHOD AS APPROVED BY THE DIRECTOR: WATER AND

SANITATION.

3. STEP-IRONS ARE NOT REQUIRED.

4. THE CONCRETE BASES SHALL BE CAST WITHIN STEEL FORMWORK OR OTHE

RAPPROVED ALTERNATIVE FORMWORK. ALL CONCRETE TO BE ADEQUATELY

VIBRATED. 20 MPa CONCRETE SHALL BE USED, WITH A RECOMMENDED

MAXIMUM SIZE OF STONE AGGREGATE OF 19mm.

5. FOR ANGLES OF INTERSECTION EXCEEDING 10°, STANDARD CHANNEL BENDS,

CUT TO SUIT WHERE NECESSARY, SHALL BE USED. BELOW 10° TWO STRAIGHT

SECTIONS SHALL BE USED, CUT AND MITRED TO SUIT.

6. BITUMEN COATING ON OUTSIDE PIPE SURFACE TO BE ROUGHENED BEFORE

CONCRETING IN.

7. CONCRETE TOPPING FOR THE 20mm THICK LAYER TO THE BENCHING SHALL

CONSIST OF 1:2:3 PARTS OF CEMENT, SAND, 7mm CONCRETE STONE, BY

MASS.

8. A PROTOTYPE MANHOLE MUST BE CONSTRUCTED AT THE START OF EACH

NEW SEWERAGE RETICULATION SCHEME, AND WHEN APPROVED WILL BE

USED AS A STANDARD TO BE MAINTAINED FOR ALL THE MANHOLES IN THE

SCHEME.

9. ALL MANHOLE CHANNELS MUST BE BEDDED INTO THE CONCRETE BASE WHILE

IT IS BEING CAST.

10. APPROVED CONCRETE COVERS AND SLABS (ROCLA ADMIN. COVERS AND

FRAMES) MAY BE USED ON MANHOLES CONSTRUCTED OUTSIDE ROAD

RESERVES (E.G. MIDBLOCK POSITIONS AND SERVICE LANES ETC.) SUBJECT

TO THE APPROVAL OF THE DIRECTOR: WATER AND SANITATION.

11. THE USE OF COMPOSITE JUNCTIONS CONSISTING OF AN INTEGRATED

Y-JUNCTION WITH A 45° BEND FOR THE CONSTRUCTION OF SEWERAGE ERF

CONNECTIONS, RAMP MANHOLES AND BACKDROP MANHOLES WILL BE

SUBJECT TO THE APPROVAL BY THE DIRECTOR: WATER AND SANITATION. A

SAMPLE OF COMPOSITE JUNCTION, OTHER THAN THE COMPOSITE JUNCTION

AS MANUFACTURED BY EVERITE AC PIPES (PTY) LTD., TOGETHER WITH A

COVERING LETTER FROM THE MANUFACTURER WILL BE REQUIRED FOR SUCH

APPROVAL.

12. FINISHED COVER LEVELS:

12.1 CARRIAGEWAYS - COVER TO BE FLUSH WITH THE FINISHED ROAD

SURFACE.

12.2 ROAD RESERVES/SERVICE LANES - COVER TO BE 50mm ABOVE THE

FINISHED GROUND LEVEL

12.3 MIDBLOCK - COVER TO BE 250mm ABOVE THE FINISHED GROUND LEVEL

12.4 OPEN SPACES - COVER TO BE 500mm ABOVE THE FINISHED GROUND

LEVEL

SEWER NOTES:

2019/06/18AS

C.RENSC.RENS

A0

C.VANAS

1. POSITIONS OF EXISTING SERVICES ARE APPROXIMATE AND

ACTUAL POSITIONS AND LEVELS MUST BE DETERMINED ON SITE

BEFORE WORK COMMENCES.

2. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE SANS

1200 SPECIFICATIONS AND PROJECT SPECIFICATIONS.

3. NO WORK TO COMMENCE OUTSIDE THE CONSTRUCTION LIMITS.

ENGINEER MAY INSTRUCT WORK STOPPAGE SHOULD ANY

ACTIVITY COMMENCE OUTSIDE THE CONSTRUCTION LIMITS.

4. ALL MATERIAL TO BE APPROVED BY ENGINEER PRIOR TO

INSTALLATION.

5. A COMPLETE SET OF DRAWINGS TO BE AVAILABLE ON SITE AT

ALL TIMES

6. DIMENSIONS MUST NOT BE SCALED OR ASSUMED, AFTER

NOTIFICATION, DISCREPANCIES OR MISSING DIMENSIONS WILL

BE CORRECTED IN WRITING BY THE ENGINEER.


WAYLEAVES IN PLACE PRIOR TO ANY CONSTRUCTION WORK.

8. THE CONTRACTOR TO COMPLETE A DOCUMENTARY EVIDENCE

OF ALL THE EXISTING SERVICES SITUATED IN CLOSE PROXIMITY

TO THE BULK EARTHWORKS.

9. CONTRACTOR IS TO TAKE COGNISANCE OF SUBSURFACE

CONDITIONS AND PLAN ACTIVITIES ACCORDINGLY.


11. CONTRACTOR TO VERIFY ALL LEVELS OF ALL EXISTING PIPES

AND MANHOLES AT WHICH CONNECTIONS ARE REQUIRED AND

REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO ANY

CONSTRUCTION.

12. TOPSOIL TO BE REMOVED TO A NOMINAL DEPTH OF 150mm,

STOCKPILED AND MAINTAINED FOR THE DURATION OF THE

WORKS.


PROTECTED WITH SOILSAVER OR SIMILAR EROSION CONTROL

BLANKETS AS PER PROJECT SPECIFICATIONS.


CO-ORDINATES OF THE TREE POSITIONS WILL NEED TO BE

PROVIDED TO THE ENGINEER, WHO WILL INSTRUCT THE

CONTRACTOR TO REMOVE ALL TREES THAT IMPACT THE

ENGINEERING WORKS.

15. SPECIALIST CONTRACTOR TO PROVIDE PIPE LAYOUT PROPOSAL

FOR APPROVAL.

SIGNATURE DATE


6529

TEL : (044) 873 - 5029

FAX : (044) 873 - 5086


mm

VA

RIE

S

SATURATED TRENCH DETAIL

SCALE 1:10

442315

SELECTED FILL

CLASS B BEDDING

200

315/355m

m D

IA

P

IP

E

300

LAYER OF

19mm STONE

GEOTEXTILE

300

442

150

300

AS

IN

ST

RU

CT

ED

BY

E

NG

IN

EE

R

G7 MATERIAL

COMPACTED TO 95%

MOD AASHTO DENSITY

DUMP ROCK

VA

RIE

S300

DRY TRENCH DETAIL

SCALE 1:10

315

SELECTED FILL

CLASS A BEDDING

400

315/355m

m D

IA

P

IP

E

20 MPA CONCRETE

442443

NGL

NGL

NGL

NGLNGL

GMS PIPE

GMS PIPE

M20 x 200mm RAWL BOLT



CLAMP

CLAMP

CLAMP

CLAMP

25MPa CONCRETE PEDESTAL




a

b

h

NOTE: DIA. TO SUIT PIPE SIZENOTE: REFER TO TABLE FOR DIMENSIONS

PIPE CAST INTO CONCRETE

TOP VIEW OF CLAMP FRONT VIEW OF CLAMP

SIDE VIEW OF PEDESTAL & GMS PIPE ON LEVEL GROUND

SIDE VIEW

SIDE VIEW OF PEDESTAL & GMS PIPE WHEN CHANGING FROM SOFT MATERIAL TO ROCK

45º/22½º BEND

45º/22½º BEND

BEFORE GALVANISING

SLOPE

h

d = 150mm EXCEPT ON HARD ROCK


FRONT VIEW

NOTES: h = MINIMUM 200mm ABOVE NGL

d

NGLNGL


GMS PIPE

CLAMP

300.0 300.0

b

/

2

CLAMP

D

L

70

65

65

PVC FLANGED ADOPTOR


FLOW

45º/22½º BEND

300

45º/22½º BEND


CLAMP




CLAMP

CLAMP

300

3

0

0

3

0

0

CLAMP


PLAN VIEW OF PEDESTAL & GMS PIPE

GMS PIPE

PIPE

32mm x 200mm HOLE FOR RAWL BOLT

20M x 200mm LONG RAWL BOLT

GMS FLANGE

SOFT MATERIAL

ROCK

DIP GALVANISED

PEDESTAL & GMS PIPE ON SLOPE

GMS PIPE

GMS PIPE

GMS PIPE

GMS PIPE

COUPLING

GMS PIPE GMS PIPE

GMS PIPE

HOLE PREDRILLED

STEEL PLATE TO BE HOT

TYPICAL DIMENSIONS FOR CONCRETE PEDESTAL PIPE

COUPLING

COUPLING

COUPLING

TO FIT BOLT

L

C

T

D

BOLT AND STRAP DETAILS

NOMINAL

SIZE DN

T

mm

W

mm

D

mm

L

mm

C

mm

SIZE OF

BOLT

< 80 3 70 10 65 35 M20

80-150 6 70 13 65 35 M20

200-300 6 70 16 65 35 M20

350-600 10 70 19 65 35 M20

DIMENSIONS FOR STRAP DETAILS

FILLET WELDS

(SUBJECT TO SOIL CONDITIONS & PRESSURE)

4mm THICK NEOPRENE RUBER

STRIP TO BE PLACED BETWEEN

PIPE & BRACKET

CONCRETE PEDESTAL DETAILS

SCALE 1:10

SECTION A-A

GABION PROTECTION

LAID ON BEDROCK

ADAPTOR / ROCKER PIPE

(AS REQUIRED)

PVC SLEEVE TO BE A MINIMUM OF 40mm

GREATER THAN DIAMETER OF HDPE PIPE

CONCRETE ENCASEMENT (25MPA)

SOLID RIVER BED ROCK

SECTION C-C

150

150

15

0

15

0

d

d

GABION PROTECTION


A

A

GABION PROTECTION

PLAN VIEW

B

B

RIVER FLOW

NGL

NATURAL STREAM BED

SECTION B-B

GEOTEXTILE, MASS - 195g / sq m

UNDISTURBED

RIVER BED

FLOW

10

00

10

0

1000

GABION BASKET

C

C

2000 (MIN) INTO EMBANKMENT

PIPE FLOW

PIPE FLOW

NO

MIN

AL

FL

OO

D E

XT

EN

T

SOFT RIVER BED HARD RIVER BED

NATURAL STREAM BED

BEDROCK


NOMINAL FLOOD LEVEL

NON WOVEN NEEDLE PUNCHED

PIPE

BEDDING AS PER SPECIFCATION

ADAPTOR / ROCKER PIPE

(AS REQUIRED)

PIPE UNDERNEATH

WATERCOURSE DETAIL

SCALE 1:50

NATURAL STREAM BED

ROCKFILL AND RENO

MATTRESS DETAIL

SCALE N.T.S.

DUMP ROCK

DEPTH VARIES

RENO MATTRESS

300mm DEEP

1400 3100

EXISTING ASBESTOS CEMENT

PIPE 300mm DIAMETER

EXISTING COLUMNS

EXISTING PEDESTRIAN

BRIDGE

ROCKFILL AND RENO

MATTRESS DETAIL PLAN VIEW

SCALE 1:50

EXISTING PEDESTRIAN BRIDGE

EXISTING CONCRETE

CUT-OFF GROUNDBEAM

1400 3100

4700

2400

TOTAL FILL DEPTH REQUIRED 1500mm

(DUMP ROCK + RENO MATTRESS)

TOTAL FILL depth

REQUIRED 1700mm

(DUMP ROCK + RENO

MATTRESS)

TOTAL FILL depth REQUIRED 400mm

(DUMP ROCK + RENO MATTRESS)

+- 90

00

DIRECTION OF NATURAL WATERCOURSE

EXISTING

COLUMN BASES

AREA TO BE FILLED UP

REFER TO ROCKFILL AND RENO MATTRESS DETAIL

EXISTING "FAILED" GABIONS

DRAWING DISCRIPTION

PROJECT

NOTES:

SEWER DETAILS

LAYOUT 2 OF 2

HORNLEE




DRAWING NUMBER

REVISIONL/O

C 1 7 1 3 - A C E P

DRG S E 0 0 1 1 A

REFERENCE DRAWINGS

DATEREVISIONSNo.

0

FOR TENDER

2019/07/08

APPROVED BY

DATE

APPROVED BY

CLIENT



SIZE:

DATECLIENT

APPROVED BY

FOR TENDER

NOTE:

DETAIL REPRESENTS THE BEDDING

DETAIL WHERE THE TRENCH BOTTOM

IS SATURATED WITH GROUNDWATER

NOTE:

DETAIL REPRESENTS THE BEDDING

DETAIL WHERE THE TRENCH BOTTOM

IS FREE FROM GROUNDWATER










SANITATION.










CONCRETING IN.



MASS.




SCHEME.


IT IS BEING CAST.












APPROVAL.



SURFACE.





LEVEL

SEWER NOTES:

2018/04/12AS

C.RENSC.RENS

A0

J.KAMPMAN










INSTALLATION.


ALL TIMES















CONSTRUCTION.



WORKS.








ENGINEERING WORKS.


FOR APPROVAL.

SIGNATURE DATE


6529

TEL : (044) 873 - 5029

FAX : (044) 873 - 5086


mm

B

B

75

75

75

ACTUAL CONSTRUCTED CENTRE OF

MANHOLE OFFSET

1

2

DIA. OF

BRANCH LINE FROM P.I. AS SHOWN

45° CHANNEL BEND

PLAN

ROOF SLAB REMOVED

STRAIGHT CHANNEL IN MANHOLE BASE.

BENDS OTHER THAN 90° FORMED BY

SUBSTITUTING APPROPRIATE CHANNEL

BEND AND STRAIGHT CHANNEL.

P.I. OF PIPELINES

DETAIL SE 1

SEWER MANHOLE

USED MIDBLOCK AND ON SIDEWALKS

PRECAST CONCRETE CHAMBER SECTIONS

SCALE 1:20

REDUCER SLAB

315/355 DIA. SEWER PIPE

1500 DIA. PRECAST

CONCRETE CHAMBER

1000 DIA. PRECAST

CONCRETE CHAMBER

STEP IRONS TO BE PLACED

300 CENTER TO CENTER

STAGGERED

MIN 150

MIN 150

MIN

2

00

SECTION B-B

SCALE 1:20

10

00

SURFACING

S.A.B.S 558

TYPE 2A COVER

AND FRAME

INFILL WITH CONCRETE BEFORE

PLACING FRAME IN POSITION

BRICKWORK MAXIMUM

HEIGHT 250mm

PLASTERED INSIDE & OUT

PRECAST ROOF SLAB

HEAVY DUTY TO DETAIL SE 9

1

3

CEMENT/SAND MIX.

WATERPROOF GROUT

CAULKED IN.

DETAIL J - SEWER MANHOLE

USED IN CARRIAGEWAYS

PRECAST CONCRETE CHAMBER SECTIONS

SCALE 1:20

90° INTERSECTION

75

STRAIGHT CHANNEL

45° F.C.

CHANNEL BEND

P.I. OF PIPELINES

45° INTERSECTION

FLEXIBLE JOINT

ANGLE OF INTERSECTION:

I OF PIPELINES

CONSTRUCTED CENTRE OF M.H. TO BE

OFFSET IN BOTH DIRECTIONS BY :-

d FOR I = 90°

d/2 FOR I = 45°

0 FOR I = 0°

STRAIGHT CHANNEL

STRAIGHT CHANNEL

90 F.C.

CHANNEL BEND

75

75

7

5

P.I. OF PIPELINES

5

6

0

150

1300

560

SECTION X-X

SECTION Y-Y

PLAN REINFORCEMENT

Y

Y

X

X

MEDIUM DUTY ROOF SLAB

REINFORCED FOR 40 KN

TEST LOAD APPLIED

THROUGH COVER & FRAME

1. ALL BARS HIGH TENSILE STEEL STRAIGHT

2. 20 MPa CONCRETE

NOTE :

COVER TO BOTTOM

STEEL 50 MM

1 X Y10 (D1) 500 LONG 4 NO. OFF

2 X Y10 (C1) 950 LONG 8 NO. OFF

1 X Y10 (B1) 360 LONG 8 NO. OFF

1 X Y10 (A1) 320 LONG 4 NO. OFF

1 X Y10 (E1) 790 LONG 4 NO. OFF

E1

D1

A1

C1

5

6

0

1300

560

SECTION X-X

SECTION Y-Y

Y

Y

XX

HEAVY DUTY ROOF SLAB


TEST LOAD APPLIED

THROUGH COVER & FRAME

COVER TO BOTTOM

STEEL 50 MM

3 X Y12 (A) 960 LONG 12 NO. OFF

1 X Y12 (C) 810 LONG 4 NO. OFF

2 X Y10 (B) 1000 LONG 8 NO. OFF

C

A

200

A

B

ROOF SLAB HEAVY DUTYROOF SLAB MEDIUM DUTY

560

940

1200

130 130

150

140

10

560

1200

70 70

970115 115

120

15

15

PRECAST COVER SLABPRECAST SPACER SLAB

860

5607070 70 70

90

70

10

10

860

560

7010 70 10

155

140

15

MEDIUM DUTY ROOF SLAB


TEST LOAD APPLIED THROUGH

COVER AND FRAME

HEAVY DUTY ROOF SLAB


TEST LOAD APPLIED THROUGH

COVER AND FRAME

SURFACE

55

BOTTOM SURFACE

5

6

0

5

6

0

BOTTOM

S.A.B.S. 558 TYPE 4

CAST IRON MANHOLE

COVER FRAME CAST

INTO COVER SLAB

DETAIL SE 5

PRECAST CONCRETE MANHOLE COMPONENTS

SCALE 1:20

DETAIL SE 7

SEWER MANHOLE

INTERSECTION DETAILS

SCALE 1:20

DETAIL SE 7

ROOF SLAB MEDIUM DUTY USED

MIDBLOCK AND ON SIDEWALKS

SCALE 1:20

DETAIL SE 9

ROOF SLAB HEAVY DUTY FOR USE ON

MANHOLES IN CARRIAGEWAYS

SCALE 1:20

1. ALL BARS HIGH TENSILE STEEL STRAIGHT

2. 20 MPa CONCRETE

NOTE :

PLAN REINFORCEMENT

MAIN SEWER INVERT LEVEL

750/600mm x 110mm750/600mm x 110mm

1500

750/600mm x 110mmMAIN SEWER INVERT LEVEL

WHERE d = DIAMETER OF PIPE

DETAILS FOR DEPTHS FROM 150 TO 405

110mm X 45° PLAIN BEND

315/355mm x 110mm X 45°

REDUCING JUNCTION

BOUNDARY OR

SEWER SERVITUDE LINE

DETAIL SE 12

110mm PIPE

(CONNECTIONS)

110MM FEMALE STOPEND

SOLVENT WELDEDTO PIPE

AFTER SUCCESSFUL AIR TEST

DETAIL SE13

DETAILS FOR DEPTHS FROM 150 TO 405mm

SCALE 1:25

NOTE :

1. Depths are from invert to invert.

2. Pipe material used for connection to be same as for sewer.

NOTE :



NOTE :



NOTE :



NOTE :



DETAIL SE14


SCALE 1:25

DETAIL SE15


SCALE 1:25

DETAIL SE16


SCALE 1:25

DETAIL SE17

DETAILS FOR DEPTHS FROM 1500mm UPWARDS

SCALE 1:25

TYPICAL ERF CONNECTION DETAIL OFF

160mm SEWER MAIN - PLAN VIEW

SCALE 1:25

NOTE :

Pipe material used for connection to be same as for sewer.

GROUND LEVEL

110mm DIA PIPE

END CAP

405

150


45° BEND

10001300

160m

m x 110m

m Y

- JU

NC

TIO

N

1000

1300

45° BEND

110mm DIA PIPE

22.5° BEND

710

405

10001300

160m

m x 110m

m Y

- JU

NC

TIO

N

10001300

45° BEND

750/600mm x 110mm

Y - JUNCTION

110mm DIA PIPE

45° BEND

1015

710

1300 1000

1500

1015

45° BEND

45° BEND

750/600mm x 110mm

Y - JUNCTION

10001300

1500

750/600mm x 110mm

Y - JUNCTION

45° BEND

45° BEND

315/355 m

m D

IA

P

IP

E

GROUND LEVEL

END CAP

GROUND LEVEL

END CAP

END CAP

BO

UN

DA

RY

O

R S

EW

ER

SE

RV

IT

UD

E LIN

E





BO

UN

DA

RY

O

R S

EW

ER

SE

RV

IT

UD

E LIN

E

BO

UN

DA

RY

O

R S

EW

ER

SE

RV

IT

UD

E LIN

E

BO

UN

DA

RY

O

R S

EW

ER

SE

RV

IT

UD

E LIN

E

BO

UN

DA

RY

O

R S

EW

ER

SE

RV

IT

UD

E LIN

E

315/355 m

m D

IA

P

IP

E

315/355 m

m D

IA

P

IP

E

315/355 m

m D

IA

P

IP

E

315/355 m

m D

IA

P

IP

E

GROUND LEVEL

GROUND LEVEL

END CAP

110mm DIA PIPE110mm DIA PIPE

MIN 750

PROPOSED

315/355mm DIAMETER

SEWER PIPE

EXISTING SEWER LINE

VA

RIE

S

PROPOSED NEW SEWER LINE SECTION

SCALE 1:20

31

5/3

55

mm

D

IA

P

IP

E

VA

RIE

S

PROPOSED 315/355mm

DIAMETER SEWER PIPE

PROPOSED 160mm

DIAMETER uPVC

RETICULATION PIPE

PROPOSED 110mm

DIAMETER HOUSE

CONNECTION

REFER TO DETAIL SE12 -

SE17 FOR CONNECTION

TO MAIN LINE

1300

EXISTING SEWER PIPE

RETICULATION

CONNECTION SECTION

SCALE 1:10

350mm DIAMETER

uPVC PIPE

355mm DIAMETER

GALVANISED STEEL PIPE

FLANGE

ADAPTOR

300

uPVC PIPE TO GALVANISED STEEL PIPE

TRANSITION DETAIL

SCALE 1:15










INSTALLATION.


ALL TIMES















CONSTRUCTION.



WORKS.








ENGINEERING WORKS.


FOR APPROVAL.

DRAWING DISCRIPTION

PROJECT

NOTES:

SEWER DETAILS

LAYOUT 1 OF 2

HORNLEE




DRAWING NUMBER

REVISIONL/O

C 1 7 1 3 - A C E P

DRG S E 0 0 1 0 A

REFERENCE DRAWINGS

DATEREVISIONSNo.

0

FOR TENDER

2019/07/08

APPROVED BY

DATE

APPROVED BY

CLIENT



SIZE:

DATECLIENT

APPROVED BY










SANITATION.










CONCRETING IN.



MASS.




SCHEME.


IT IS BEING CAST.












APPROVAL.



SURFACE.





LEVEL

SEWER NOTES:

REFER TO ROCLA PRODUCT

CATALOGUE PAGE 11 FOR MANHOLE

DETAILS (OR SIMILAR APPROVED)

2018/04/12AS

C.RENSC.RENS

A0

J.KAMPMAN

FOR TENDER

SIGNATURE DATE


6529

TEL : (044) 873 - 5029

FAX : (044) 873 - 5086


mm

150mm IN-SITU MATERIAL

TO BE COMPACTED TO A

MINIMUM OF 90% OF MOD

AASHTO DENSITY

1 : 40

CONCRETE

CLASS 25MPa/19

1000

100

FA

CE

O

F

KE

RB

DETAIL RW 5 PEDESTRIAN SLOPE DETAIL

SECTION Z-Z

SCALE 1:10

STIPPLED

SURFACE

5

0

0

M

I

N

.

1

0

0

0

3

0

0

0

1

0

0

0

1

0

0

0

Z

Z

5

0

0

M

I

N

.

1

0

0

0

DETAIL RW 4

PEDESTRIAN SLOPE

WOOD-FLOATED FINISH

SCALE 1:25

300300

50

50

600

10

0

15

0

VARIES WITH LAYER WORKS

MINIMUM 150mm

TYPE A

500 500

50

50

15

0


MINIMUM 150mm

TYPE B

10

0

1000

750 750

50

50

15

0

TYPE C

10

0

1500

30MPa CONCRETE. IN-SITU MATERIAL TO BE OF G5 SUBBASE


MINIMUM 150mm

30MPa CONCRETE, IN-SITU MATERIAL TO BE OF G5 SUBBASE QUALITY,

COMPACTED TO MINIMUM 95% MOD AASHTO DEMSITY. CONTRACTION

JOINTS AT MAXIMUM INTERVAL OF 4m.

CAST IN-SITU CONCRETE CHANNEL

SCALE 1:5

QUALITY, COMPACTED TO MINIMUM 95% MOD. A.A.S.H.T.O.

DENSITY. FINISH TO BE WOOD FLOATED.

500

150

150

RE

FE

R T

O S

EW

ER

D

ET

AILS

ROAD RE-INSTATEMENT DETAIL

SCALE 1:10

30

ASPHALT SURFACE

443 442

315mm CLASS

34 uPVC PIPE

GRAVEL WEARING COURSE TO SANS 1200

ME CLAUSE 3.2.2 COMPACTED TO 95%

MOD AASHTO

SUB-BASE TO SANS 1200 ME CLAUSE

3.2.1(d)(1)(ii) COMPACTED TO 95% MOD

AASHTO

BACKFILL WITH SELECTED FILL IN LAYERS

TO SANS 1200 DM CLAUSE 3.2.3.C(1)

315mm CLASS

34 uPVC PIPE

RE

FE

R T

O S

EW

ER

D

ET

AILS

12

5

150

150

30

0

R20

FIG.1

125

FIG.2

125

25

0

150

125

30

0

R2018

0

R20

FIG.3

150

25

0

R20

12

5

FIG.4

125

75

FIG.5

62

12

5

30

0

R20

150

75

30

0

75

FIG.9

R20

R20

300

15

0

FIG.8

50

R20

180

28

0

FIG.7

125

23

0

75

75

R20

R20

25

14

0

RECTANGULAR

FIG.6

KERBS

NOTE :

BARRIER KERBS MAY HAVE A 100 x 100mm RECESS

AT EACH END FOR EASY HANDLING.

75

15

0

R20

25

0

100

FIG.10

R20

15

0

125

R20

25

0

100

FIG.12

ALL DIMENSIONS ARE IN mm

WALMER KERBRECTANGULAR

HALF-ROUND

RECTANGULAR

85

10

5

SUNKEN KERB

75

FIG.14

TAPERED

FIG.13

12

5

300

250

RECTANGULAR

19

0

90

SUNKEN KERB

EDGINGS

HALF-BATTERED

BATTERED

FIG.11

90

CONCRETE CHANNEL

SCALE 1:5

15MPa

CONCRETE

BEDDING

FIG 4 KERB

3%

PRECAST CHANNEL

ROAD S

URFACE

20mm RADIUS

MORTAR JOINT

MIX 1:3

VARIES TO SUIT

CONSTRUCTION LAYERS

50mm MIN.

150

125

125

25

125

125

100

150

10

300

100

250

KERB DETAIL

SCALE 1:5

DRAWING DISCRIPTION

PROJECT

NOTES:

ROADWORKS DETAILS

HORNLEE




DRAWING NUMBER

REVISIONL/O

C 1 7 1 3 - A C E P

DRG R W 0 0 1 0 A

REFERENCE DRAWINGS

DATEREVISIONSNo.

0

FOR TENDER

2019/07/01

APPROVED BY

DATE

APPROVED BY

CLIENT



SIZE:

DATECLIENT

APPROVED BY

FOR TENDER

2018/04/12AS

C.RENSC.RENS

A0

J.KAMPMAN










INSTALLATION.


ALL TIMES















CONSTRUCTION.



WORKS.








ENGINEERING WORKS.


FOR APPROVAL.

SIGNATURE DATE


6529

TEL : (044) 873 - 5029

FAX : (044) 873 - 5086


mm

CONTRACTORS

LOGO

174

120

106

55

270

270

270

120

12

12

88

8

8

12

8

2070

8

12

8

12

2900

2360

708

12

140

120

154

470

270

8

NAME BOARD

SCALE 1:10

F07G80

SMALL TEXT B11 (40mm)

CONTRACTOR

CONSULTING ENGINEER

FUNDER

EMPLOYER

SMALL TEXT B11 (50mm)

TEXT G04 (80mm)

KNYSNA MUNICIPALITY

SMEC SOUTH AFRICA (PTY) LTD

CONTRACT No: T06 OF 2019/20

HORNLEE SEWER UPGRADE

UPGRADE OF A SECTION OF MAIN SEWER LINE

IN HORNLEE, KNYSNA

F07

TEXT G04 (80mm)

THIN LINES B11

CONTRACTOR NAME

KNYSNA MUNICIPALITY

20

70

10

35

21

00

90

0

10

0

90

01

00

900

20

70

560 1780 560

10

0

4

5

°

GALVANISED M12 BOLT WITH

NUT AND 2 WASHERS

POLE MIN. DIAMETER 125

GALVANISED M12 BOLT WITH

NUT AND 2 WASHERS

BACKFILL 12:1 SOILCRETE

NGL

NGL

FOR TENDER

DRAWING DISCRIPTION

PROJECT

PROJECT NAMEBOARD

HORNLEE




DRAWING NUMBER

REVISIONL/O

C 1 7 1 3 - A C E C

DRG D E 0 0 1 0 A

REFERENCE DRAWINGS

0000 LAYOUT PLANS

DATE

REVISIONSNo.

A


DATE



SIZE:

A

TENDER

2019-02-08

APPROVED BY

DATECLIENT

APPROVED BY

NOTES:

SIGN SUPPORTS

SCALE 1:25

J.KAMPMAN

A1

C.RENS C.RENS

MMSHOWN 2018/04/12

NOTES:

1. COLOURS IN ACCORDANCE WITH SANS

1091:2004

B11 - DARK EARTH

F07 - MIDDLE BLUE

G04 - BLUE GRAY

G80 - CLOUD WHITE

2. SUPPORTS TO BE CCA TREATED POLES

WITH A MINIMUM DIAMETER OF 125mm.

3. SOIL CRETE BACKFILL TO BE WELL

COMPACTED.

4. ALL DIMENSIONS IN MILLIMETERS (mm)

UNLESS STATED OTHERWISE.


ACTUAL POSITIONS AND LEVELS MUST BE DETERMINED ON

SITE BEFORE WORK COMMENCES.

2. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE

SANS 1200 SPECIFICATIONS AND PROJECT

SPECIFICATIONS.


LIMITS. ENGINEER MAY INSTRUCT WORK STOPPAGE




INSTALLATION.

5. A COMPLETE SET OF DRAWINGS TO BE AVAILABLE ON SITE

AT ALL TIMES


NOTIFICATION, DISCREPANCIES OR MISSING DIMENSIONS

WILL BE CORRECTED IN WRITING BY THE ENGINEER.



WORK.













WORKS.








ENGINEERING WORKS.

15. SPECIALIST CONTRACTOR TO PROVIDE PIPE LAYOUT

PROPOSAL FOR APPROVAL.

SIGNATURE DATE


6529

TEL : (044) 873 - 5029

FAX : (044) 873 - 5086


HORNLEE SEWER UPGRADE, KNYSNA VOLUME 2...deemed as a backdrop manhole. 4.all manholes to be precast...

Documents

Transcript of HORNLEE SEWER UPGRADE, KNYSNA VOLUME 2...deemed as a backdrop manhole. 4.all manholes to be precast...