sewerage standard drawings drawing index - sheet 1 …

SEWERAGE STANDARD DRAWINGS

DRAWING INDEX - SHEET 1 OF 3

DRAWING No. DRAWING TITLE REV No.

SEQ-SEW-INDEX

GRAVITY SEWERAGE DRAWING INDEX SHEET 1 OF 3 C

SEQ-SEW-INDEX

GRAVITY SEWERAGE DRAWING INDEX SHEET 2 OF 3 C

SEQ-SEW-1100-1

DESIGN LAYOUT NUSEWERS TYPICAL LOCALITY & SITE PLAN B

SEQ-SEW-1100-2

DESIGN LAYOUT RIGSS TYPICAL LOCALITY & SITE PLAN B

SEQ-SEW-1101-1

DESIGN LAYOUT PE NUSEWERS TYPICAL LONGITUDINAL SECTIONS B

SEQ-SEW-1101-2

DESIGN LAYOUT RIGSS TYPICAL LONGITUDINAL SECTIONS C

SEQ-SEW-1101-3

SEWERAGE RETICULATION TYPICAL ESTATE DETAILS AND NOTES A

SEQ-SEW-1102-1

DESIGN LAYOUTS CONNECTION TO EXISTING SEWER TYPICAL SCHEDULE OF WORKS C

SEQ-SEW-1103-1

RIGSS PIPELAYING TYPICAL ARRANGEMENTS A

SEQ-SEW-1103-2

NUSEWER PIPELAYING TYPICAL ARRANGEMENTS C

SEQ-SEW-1104-1

SEWERAGE HOUSE CONNECTION TYPICAL CONSTRUCTION DETAILS RIGSS - SHEET 1 C

SEQ-SEW-1105-1

SEWERAGE HOUSE CONNECTION TYPICAL CONSTRUCTION DETAILS RIGSS - SHEET 2 C

SEQ-SEW-1106-1

PE NUSEWERS PROPERTY CONNECTIONS TYPICAL LAYOUT C

SEQ-SEW-1106-2

PE NUSEWERS TYPICAL PROPERTY CONNECTION

TYPE A1, A2 STANDARD AND EXTENDED

C

SEQ-SEW-1106-3

PE NUSEWERS TYPICAL PROPERTY CONNECTION


C

SEQ-SEW-1106-4

PE NUSEWERS TYPICAL PROPERTY CONNECTION TYPE B1 TO B4 SLOPED CONNECTIONS C

SEQ-SEW-1106-5

PE NUSEWERS TYPICAL PROPERTY CONNECTION TYPE C1 TO C4 VERTICAL RISER C

SEQ-SEW-1106-6

PE NUSEWERS TYPICAL TWIN PROPERTY CONNECTIONS B

SEQ-SEW-1200-1

SOIL CLASSIFICATION GUIDELINES AND ALLOWABLE BEARING PRESSURES FOR ANCHORS AND THRUST BLOCKS A

SEQ-SEW-1200-2

EMBEDMENT & TRENCHFILL TYPICAL ARRANGEMENT A

SEQ-SEW-1201-1

TYPICAL STANDARD EMBEDMENT FLEXIBLE & RIGID PIPES A

SEQ-SEW-1202-1

TYPICAL SPECIAL EMBEDMENT

INADEQUATE FOUNDATIONS REQUIRING

OVER EXCAVATION AND REPLACEMENT A

SEQ-SEW-1203-1

TYPICAL SPECIAL EMBEDMENT CONCRETE AND STABILISED SUPPORTS A

SEQ-SEW-1204-1

TYPICAL SPECIAL EMBEDMENT SUPPORT UTILISING PILES A

SEQ-SEW-1205-1

TYPICAL TRENCH AND BEDDING DETAILS WITHIN EXISTING ROADS TYPE 14 TO 17 A

SEQ-SEW-1206-1

TYPICAL BULKHEADS AND TRENCH STOPS B

SEQ-SEW-1207-1

TRENCH DRAINAGE TYPICAL SYSTEMS A

SEQ-SEW-1207-2

TYPICAL DRAINAGE OF SEWER TRENCHES AND DIVERSION DRAINS A

SEQ-SEW-1300-1

MAINTENANCE HOLES

≤ DN300 SEWER TYPES P1, P2 & P3

TYPICAL PRE-CAST C

SEQ-SEW-1301-1

CAST IN-SITU MAINTENANCE HOLE TYPICAL COPING & ANCHOR BRACKET DETAILS B

SEQ-SEW-1301-2

"G" TYPE - PE NUSEWERS MAINTENANCE HOLE C

SEQ-SEW-1301-3

"G" TYPE - PE NUSEWERS MAINTENANCE HOLE AND SLAB GENERAL ARRANGEMENT DETAILS C

SEQ-SEW-1301-4

C

SEQ-SEW-1301-5

C

SEQ-SEW-1301-6

TYPICAL ARRANGEMENT AND G.A. DETAILS SEWER ≤ 1200 NB

SEQ-SEW-1301-7

SEQ-SEW-1301-8

SEQ-SEW-1301-9

SEQ-SEW-1301-10

SEQ-SEW-1301-11

SEQ-SEW-1301-12

SEQ-SEW-1301-13

SEQ-SEW-1301-14

SEQ-SEW-1301-15

SEQ-SEW-1301-16

SEQ-SEW-1301-17

SEQ-SEW-1301-18

SEQ-SEW-INDEX

GRAVITY SEWERAGE DRAWING INDEX SHEET 3 OF 3 A

SEQ-SEW-1103-3

SEWER ROAD CROSSING MARKING TYPICAL LAYOUT A

SEQ-SEW-1104-2

DRAWING WITHDRAWN A

SEQ-SEW-1106-7

DRAWING WITHDRAWN B

SEQ-SEW-1101-4

SEWERAGE RETICULATION MAINTENANCE HOLE NOTES A

SEQ-SEW-1101-5

SEWERAGE RETICULATION A

SEQ-SEW-1101-6

SEWERAGE RETICULATION A

SHEET 1 OF 3

MAINTENANCE HOLE NOTES SHEET 2 OF 3

MAINTENANCE HOLE NOTES SHEET 3 OF 3

GENERAL ARRANGEMENT DETAILS

"G" TYPE - PE NUSEWERS STRUCTURAL GENERAL ARRANGEMENT DETAILS FOR TYPE 'A' DROP

"G" TYPE - PE NUSEWERS STRUCTURAL GENERAL ARRANGEMENT DETAILS FOR TYPE 'C' AND TYPE 'D' DROP

"G" TYPE - PE NUSEWERS

"G" TYPE - PE NUSEWERS

STRUCTURAL REINFORCEMENT DETAILS


SHEET 1 OF 2

SHEET 2 OF 2

"F" TYPE - PE NUSEWERS






MAINTENANCE HOLE GENERAL ARRANGEMENT DETAILS

MAINTENANCE HOLE AND SLAB GENERAL ARRANGEMENT DETAILS

STRUCTURAL GENERAL ARRANGEMENT DETAILS FOR TYPE 'A' DROP

STRUCTURAL GENERAL ARRANGEMENT DETAILS FOR TYPE 'C' AND TYPE 'D' DROP

STRUCTURAL REINFORCEMENT DETAILS SHEET 1 OF 2

STRUCTURAL REINFORCEMENT DETAILS SHEET 2 OF 2

"X" TYPE DEEP MAINTENANCE HOLE


TYPICAL ARRANGEMENT AND G.A. DETAILS SEWER > 1200 NB


TYPICAL ARRANGEMENT AND G.A. DETAILS


TYPICAL ARRANGEMENT AND G.A. DETAILS

SEWER ≤ 600 NB OR LESS WITH DROP PIPE

SEWER > 600 NB TO 900 NB WITH DROP PIPE AND SAFETY CHAIN


TYPICAL JUNCTION DETAILS

B

B

C

C

B

B

C

A

A

A

A

A

A

ORG DATE:

CoGC

REV. No. DESCRIPTIONDATE AUTH.

DRAWING No. VERSION

WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE

OCCUPATIONAL HEALTH & SAFETY LEGISLATION

QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-INDEX-01 C

1/1/2013

B

C

06/04/16

30/6/19

UPDATED REVISION NUMBERS AND DRG. SEQ-SEW-1104-2A ADDED

UPDATED DRGS AND REVISION NUMBERS

NOT TO SCALE

SEWERAGE STANDARD DRAWING

GRAVITY SEWERAGE

DRAWING INDEX

SHEET 1 OF 3

SEQ-SEW-1301-19

SEQ-SEW-1301-20

SEQ-SEW-1301-21




TYPICAL M.S. AND S.S. LADDER AND ASSOCIATED FITTINGS

MAINTENANCE HOLES CAST IN-SITU AND PRECAST TYPICAL PIPE CONNECTION DETAILS

MAINTENANCE HOLES SEWERS ≤ DN300 TYPICAL CHANGES IN LEVEL DETAILS

SEQ-SEW-1303-2

IRON INSPECTION BENDS FOR TYPICAL INTERNAL DROP PIPES IN SEWERAGE MANHOLES

SEQ-SEW-1303-4

TYPICAL STAINLESS STEEL BRACKETS FOR DN100 AND DN150 uPVC DROP PIPES

SEQ-SEW-1304-1

MAINTENANCE HOLES SEWERS ≤ DN300 TYPICAL CHANNEL ARRANGEMENTS

SEQ-SEW-1305-1

MAINTENANCE HOLES TYPICAL CHANNEL DETAILS

SEQ-SEW-1306-1

MAINTENANCE HOLES TYPICAL ALTERNATIVE DROP CONNECTIONS

SEQ-SEW-1307-1

DN1000 TO DN1500 CAST IN-SITU MAINTENANCE HOLES TYPICAL DETAILS

SEQ-SEW-1307-2

SULPHIDE CONTROL SEWER MAINTENANCE HOLE - PE LINED GENERAL ARRANGEMENT

SEQ-SEW-1307-3

SULPHIDE CONTROL SEWER MAINTENANCE HOLE - PE LINED DETAILS AND VENT POLE DETAILS

SEQ-SEW-1307-4

SULPHIDE CONTROL SEWER MAINTENANCE HOLE - PE LINED CUT-IN TO EXISTING MH DETAILS

SEQ-SEW-1303-1

SEQ-SEW-1302-1

SEQ-SEW-1301-27

SEQ-SEW-1301-26

SEQ-SEW-1301-25

SEQ-SEW-1301-24

SEQ-SEW-1301-23

SEQ-SEW-1301-22

SEQ-SEW-1308-1

TYPICAL MAINTENANCE HOLE COVER AND SURROUND DETAIL

SEQ-SEW-1308-2

MAINTENANCE HOLE COVER SEWER - CLASS B - CONCRETE INFILL TYPICAL FRAME DETAILS

SEQ-SEW-1308-3

MAINTENANCE HOLE COVER SEWER - CLASS B - CONCRETE INFILL TYPICAL COVER DETAILS

SEQ-SEW-1308-4

MAINTENANCE HOLE COVER SEWER - CLASS B - CONCRETE INFILL TYPICAL LIFTING HOLE DETAILS

SEQ-SEW-1308-5

MAINTENANCE HOLE COVER SEWER - CLASS B - BOLT DOWN TYPICAL FRAME DETAILS

SEQ-SEW-1308-6

MAINTENANCE HOLE COVER SEWER - CLASS B - BOLT DOWN TYPICAL COVER DETAILS

SEQ-SEW-1308-7

MAINTENANCE HOLE COVER SEWER - CLASS B - BOLT DOWN TYPICAL COVER DETAILS

SEQ-SEW-1308-8

MAINTENANCE HOLE COVER SEWER - CLASS D - BOLT DOWN TYPICAL BASE FRAME DETAILS

SEQ-SEW-1308-9

MAINTENANCE HOLE COVER SEWER - CLASS D - BOLT DOWN TYPICAL RISER RING DETAILS

SEQ-SEW-1308-10

MAINTENANCE HOLE COVER SEWER - CLASS D - BOLT DOWN TYPICAL COVER DETAILS

SEQ-SEW-1308-11

MAINTENANCE HOLE COVER SEWER - CLASS D - BOLT DOWN TYPICAL COVER DETAILS

A

A

A

A

A

A

B

C

A

A

B

A

A

B

B

B

B

SEQ-SEW-1307-5

SULPHIDE CONTROL A

SEQ-SEW-1307-6

SULPHIDE CONTROL A

SEQ-SEW-1307-7

SULPHIDE CONTROL A

STRUCTURAL GENERAL ARRANGEMENT DETAILS


TOP SLAB REINFORCEMENT DETAILS

A

A

A

C

A

A

A

A

A

SEQ-SEW-1309-1

SEQ-SEW-1310-1

SEQ-SEW-1311-1

SEQ-SEW-1312-1

SEQ-SEW-1313-1

SEQ-SEW-1314-1

SEQ-SEW-1314-2

SEQ-SEW-1314-3

SEQ-SEW-1315-1

SEQ-SEW-1316-1

"Y" TYPE MAINTENANCE HOLE SEWERS DN600 AND DN750 TYPICAL ARRANGEMENT

A

A

A

"Z1" TYPE NON-TRAFFICABLE TYPICAL GRP MH OPTION DN1200 AND LARGER SEWERS

A

"Z2" TYPE TYPICAL TUNNEL JACKING SHAFT - CAISSON OPTION

A

"Z3" TYPE TYPICAL TUNNEL RECEIVAL SHAFT MANHOLE OPTION

A

MAINTENANCE HOLE SEWER CONNECTION DETAILS ALL PIPE MATERIALS

A

MAINTENANCE STRUCTURES FOR DN225 AND SMALLER RIGSS TYPICAL ARRANGEMENT DETAILS

A

MAINTENANCE SHAFTS MS AND VARIABLE BEND FOR RIGSS TYPICAL ARRANGEMENT DETAILS

B

GRAVITY SEWERS RIGSS TYPICAL IN-LINE BEND DETAILS

B

PE NUSEWERS TYPICAL MAINTENANCE SHAFT AND TERMINAL ENTRY POINT

B

PE NUSEWERS TYPICAL MAINTENANCE STRUCTURE COVER FRAME AND SUPPORT DETAILS

B

SEQ-SEW-1400-1

BURIED CROSSINGS TYPICAL SIPHON ARRANGEMENT

C

SEQ-SEW-1401-1

TYPICAL BURIED CROSSINGS RAILWAYS

C

SEQ-SEW-1402-1

TYPICAL BURIED CROSSINGS MAJOR ROADWAYS

B

SEQ-SEW-1403-1

TYPICAL BURIED CROSSINGS BORED AND JACKED ENCASING PIPE DETAILS

A

SEQ-SEW-1404-1

TYPICAL AERIAL CROSSINGS

AQUEDUCT

B

SEQ-SEW-1405-1


AQUEDUCT PROTECTION GRILLE

B

SEQ-SEW-1406-1

AERIAL CROSSINGS TYPICAL BRIDGE CROSSING CONCEPTS

C

SEQ-SEW-1309-2

SEQ-SEW-1309-3

SEQ-SEW-1309-4

A

C

C


TYPICAL TOP SLAB G.A. DETAILS


STRUCTURAL GENERAL ARRANGEMENT DETAILS SEWER ≤ 600 NB


STRUCTURAL REINFORCEMENT DETAILS SEWER ≤ 600 NB





SEWER > 600 NB TO 1200 NB

SEWER > 600 NB TO 1200 NB





SEWER > 1200 NB

SEWER > 1200 NB

MAINTENANCE HOLES

"G" , "F" , "X" MAINTENANCE HOLES

TOP SLAB REINFORCEMENT DETAILS

A

A

A

SEWER MAINTENANCE HOLE - PE LINED



"Y" TYPE MAINTENANCE HOLE DN1500 AND DN1800 MH STRUCTURAL GENERAL ARRANGEMENT DETAILS

"Y" TYPE MAINTENANCE HOLE DN1500 AND DN1800 MH STRUCTURAL REINFORCEMENT DETAILS

"Y" TYPE MAINTENANCE HOLE DN1500 AND DN1800 MH TOP SLAB REINFORCEMENT DETAILS

B

B

B

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-INDEX-02 C

1/1/2013

B

C

28/07/15

30/6/19

UPDATED REVISION NUMBERS

UPDATED DRGS AND REVISION NUMBERS

NOT TO SCALE


GRAVITY SEWERAGE

DRAWING INDEX

SHEET 2 OF 3


B

SEQ-SEW-1409-1

STANDARD OVERFLOW FLAP VALVE CHAMBER - TYPE 1 TYPICAL CHAMBER DETAILS

SEQ-SEW-1409-2

STANDARD OVERFLOW FLAP VALVE CHAMBER - TYPE 1 TYPICAL TOP SLAB AND FLAP DETAILS

SEQ-SEW-1410-1


SEQ-SEW-1410-2STANDARD OVERFLOW FLAP VALVE CHAMBER - TYPE 2 TYPICAL TOP SLAB AND FLAP DETAILS

SEQ-SEW-1411-1


SEQ-SEW-1411-2

STANDARD OVERFLOW FLAP VALVE CHAMBER - TYPE 3 TYPICAL TOP SLAB AND FLAP DETAILS

SEQ-SEW-1412-1

TYPICAL OVERFLOW DETAILS FROM PUMP WELL OR MANHOLE SHIELDED OUTLET

SEQ-SEW-1412-2

TYPICAL OVERFLOW SHIELD SHIELDED OUTLET

SEQ-SEW-1413-1

SEWAGE OVERFLOW ARRANGEMENT TYPICAL OVERFLOW WITH SCREENED OUTLET

SEQ-SEW-1500-1

INSERTIONS AND REPAIR SYSTEMS TYPICAL PIPE CUT-IN METHODS

SEQ-SEW-1501-1

INSERTIONS AND REPAIR SYSTEMS TYPICAL INSERTION OF JUNCTIONS

SEQ-SEW-1502-1

INSERTIONS AND REPAIR SYSTEMS TYPICAL MAINTENANCE STRUCTURES



SEQ-SEW-1407-1

TYPICAL VENTILATION SYSTEMS INDUCT VENT A

SEQ-SEW-1408-1

WATER SEAL ARRANGEMENTS TYPICAL MAINS TYPE A

SEQ-SEW-1408-2

WATER SEAL ARRANGEMENTS TYPICAL MAINTENANCE HOLE SYSTEM A

SEQ-SEW-1411-3

SEQ-SEW-1411-4

SEQ-SEW-1411-5

B

B

B

B

B

A

A

A

B

B

C

SEQ-SEW-1413-2

"COMB SEPARATOR" SCREENED OUTLETA

B

B

B

STANDARD OVERFLOW FLAP VALVE



CHAMBER - TYPE 1, 2 & 3


CHAMBER - TYPE 1, 2 & 3

TYPICAL REINFORCEMENT DETAILS

CHAMBER - TOP SLAB REINFORCEMENT DETAILS

SEWAGE OVERFLOW ARRANGEMENT TYPICAL OVERFLOW WITH

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-INDEX-03 A

30/6/2019

NOT TO SCALE


GRAVITY SEWERAGE

DRAWING INDEX

SHEET 3 OF 3

1

2

3

4

5

6

8

9

10

7

11

12

20

19

18

16

15

14

17

13

PARK

ROAD 3

R

O

A

D

2

F

I

G

S

T

R

E

E

T

S

T

R

E

E

T

R

O

A

D

LOCALITY PLAN

SCALE 1:2500 MAP GRID NO. J10

SITE

B

A

T

C

K

BAT

C

K

RD

T

U

R

T

L

E

C

K

F

I

G

S

T

W

O

O

D

S

T

C

U

R

R

E

N

T

R

D

N

O

W

R

D

P

L

U

M

R

D

A

P

P

L

E

S

T

SITE PLAN

SCALE 1 : 500

62.900 X 59.650 X 54.700 X

6

2

.

9

0

0

X

6

2

.

6

5

0

X

6

2

.

6

5

0

X

6

0

.

5

0

0

X

5

2

.

9

5

3

X

5

2

.

7

7

3

X

5

2

.

6

3

3

X

X 53.900 X 53.270

X

5

3

.

9

0

0

X

5

2

.

3

6

0

X

F

S

L

5

9

.

4

0

0

X

F

S

L

5

9

.

6

0

0

X 57.320

13

4

13

3

13

2

13

1

5

1

2

5

E

6

HB1

5

E

4

E

3

E

2

E

1

1

1

1A

13

W

W

W

W

W

W

W

W

W

W

W

W

W

W

WW W W

W

W

W

W

F

U

T

U

R

E

S

T

A

G

E

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

SWD SWD SWD SWD SWD SWD SWD SWD SWD SWD

29.163

2

5

.

0

6

1

1

3

.

0

6

9

3

5

.

5

4

0

3

9

.

6

4

0

32.260

FSL 58.700

OB IL 57.700

1

.

0

0

0

1

.

0

0

0

1

.

2

0

0

1.200

1

.

0

0

0

1

.

7

5

0

1.750

5

6

5

8

6

0

6

2

6

4

6

6

6

8

70

5

4

5

6

58

6

2

WHEN

IL 59.345

1

.

0

0

0

PRIVATE PROP. 78/91 150 VC 71.000 1990

W.0. 4653

EXISTING

DWELLING

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

SEWER DISUSED

LOCATION DWG NO.

DIA. TYPE LENGTH YEAR LAID

JOB NO.

NUMBER OF MH, MS, HB & VB

IN-SITU PRECAST

E

E

E

E

E

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

E

E

E

E

E

T

T

T

T

T

T

T

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

T

T

T

T

T

T

T T T

T

T

T

T

T

E

E

E

E E E E

E

E

E

E

E

P

L

U

M

1

.

7

5

0

1

.

7

5

0

1

.

7

5

0

MHMH

MS

- -

-

E

X

A

M

P

L

E

O

N

L

Y

E

X

A

M

P

L

E

O

N

L

Y

W

O

O

D

S

SWD

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

S

S

HB

-

VB

-

OTHER

-

S

S

S S SS S S

S S SS

FUTURE STAGE

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

EXISTING

S

S

S

S

S

S

S

S

S

S

S

S

S

S S S

21

S

S

FUTURE

HB1

7

S

S

1

.

7

5

0

3

5

1.000

E

7

CB1

5

3.500

BM PSM RL 64.039 AHD

DETAIL PLAN NUMBER

(OR DRAWING NUMBER)

PROPERTY CONNECTIONS HAVE BEEN DESIGNED TO

CONTROL THE REQUIRED SERVICE AREA OF EACH

LOT AT A GRADE OF 1:60 AND A MAXIMUM DEPTH

OF PROPERTY CONNECTION AT 1.5 m. UNLESS

OTHERWISE STATED. FOR JUNCTION DETAILS

REFER SEQ-SEW-1106-1 TO SEQ-SEW-1106-7

STAGE

TO BE RAISED

REFER ITEM 7

OF LIVE SEWER

WORKS SHOWN ON

SEQ-SEW-1102-1

1

VB1

53.0

30 X

5

7

.

0

0

0

X

X 53.505

HB2

5

1

5

S

1.000

MS

X 57.320

15.485

18.500

MH

X 56.375

HB3

5

13.290

11.740

MS

1

5

.

8

6

8

X 57.310

ORG DATE:

GCCC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1100-1 B

1/1/2013

B 20/07/15 AMENDED DRAWING SYMBOLS TO BE CONSISTENT

NOT TO SCALE


DESIGN LAYOUT

NUSEWERS

TYPICAL LOCALITY & SITE PLAN

1

2

3

4

5

6

8

9

10

7

11

12

20

19

18

16

15

14

17

13

PARK

ROAD 3

R

O

A

D

2

F

I

G

S

T

R

E

E

T

S

T

R

E

E

T

R

O

A

D

LOCALITY PLAN

SCALE 1:2500 MAP GRID NO. J10

SITE

B

A

T

C

K

BAT

C

K

RD

T

U

R

T

L

E

C

K

F

I

G

S

T

W

O

O

D

S

T

C

U

R

R

E

N

T

R

D

N

O

W

R

D

P

L

U

M

R

D

A

P

P

L

E

S

T

SITE PLAN

SCALE 1 : 500

62.900 X 59.650 X 54.700 X

6

2

.

9

0

0

X

6

2

.

6

5

0

X

6

2

.

6

5

0

X

6

0

.

5

0

0

X

5

2

.

9

5

3

X

5

2

.

7

7

3

X

5

2

.

6

3

3

X

X 53.900 X 53.270

X

5

3

.

9

0

0

X

5

2

.

3

6

0

X

F

S

L

5

9

.

4

0

0

X

F

S

L

5

9

.

6

0

0

X 57.310

13

4

13

3

13

2

13

1

5

1

1

5

E

6

CB1

5

E

4

E

3

E

2

E

1

1

1

1A

13

W

W

W

W

W

W

W

W

W

W

W

W

W

W

WW W W

W

W

W

W

F

U

T

U

R

E

S

T

A

G

E

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

S

W

D

SWD SWD SWD SWD SWD SWD SWD SWD SWD SWD

29.163

2

5

.

0

6

1

1

3

.

0

6

9

3

5

.

5

4

0

3

9

.

6

4

0

31.450

FSL 58.700

OB IL 57.700

1

.

0

0

0

1

.

0

0

0

1

.

2

0

0

1.000

1

.

0

0

0

1

.

7

5

0

1.750

5

6

5

8

6

0

6

2

6

4

6

6

6

8

70

5

4

5

6

58

6

2

WHEN

IL 59.345

1

.

0

0

0

PRIVATE PROP. 78/91 150 PVC 71.000 1990

W.0. 4653

EXISTING

DWELLING

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

SEWER DISUSED

LOCATION DWG NO.

DIA. TYPE LENGTH YEAR LAID

JOB NO.

NUMBER OF MH, MS, HB & VB

IN-SITU PRECAST

E

E

E

E

E

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

E

E

E

E

E

T

T

T

T

T

T

T

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

T

T

T

T

T

T

T T T

T

T

T

T

T

E

E

E

E E E E

E

E

E

E

E

P

L

U

M

1

.

7

5

0

1

.

7

5

0

1

.

7

5

0

MHMH

MS

- -

-

E

X

A

M

P

L

E

O

N

L

Y

E

X

A

M

P

L

E

O

N

L

Y

W

O

O

D

S

SWD

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

S

S

HB

-

VB

-

OTHER

-

S

S

S S SS S S

S S SS

FUTURE STAGE

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

EXISTING

S

S

S

S

S

S

S

S

S

S

S

S

S

S S S

21

S

S

FUTURE

S

S

1

.

7

5

0

2

5

1.000

E

7

CB2

5

4.000

BM PSM RL 64.039 AHD

DETAIL PLAN NUMBER

(OR DRAWING NUMBER)

PROPERTY CONNECTIONS HAVE BEEN DESIGNED TO

CONTROL THE REQUIRED SERVICE AREA OF EACH

LOT AT A GRADE OF 1:60 AND A MAXIMUM DEPTH

OF PROPERTY CONNECTION AT 1.5 m. UNLESS

OTHERWISE STATED. FOR JUNCTION DETAILS

REFER SEQ-SEW-1104-1 AND SEQ-SEW-1105-1.

STAGE

TO BE RAISED

REFER ITEM 7

OF LIVE SEWER

WORKS

SEQ-SEW-1102-1

53.0

30 X

5

7

.

0

0

0

X

X 53.505

HB1

5

X 57.320

18.500

MH

X 56.375

HB2

5

13.620

11.740

MS

M

S

M

H

M

S

M

H

M

H

M

H

HB3

5

0.980

1

.

7

5

0

S

S

S

1.000

7.500

3.000

X 57.310

1

5

.

8

6

8

ORG DATE:

GCCC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1100-2 B

1/1/2013

B 20/07/15 AMENDED DRAWING SYMBOLS TO BE CONSISTENT

NOT TO SCALE


DESIGN LAYOUT

RIGSS

TYPICAL LOCALITY & SITE PLAN

LINE NUMBER

CHAINAGE (CH)

FINISHED

SURFACE LEVEL (FSL)

INVERT LEVEL (IL)

DEPTH OF INVERT BELOW FSL

EMBEDMENT TYPE

PROPERTY DESCRIPTION

PIPE NOMINAL DIAMETER (DN) TYPE, CLASS

GRADE

MAINTENANCE HOLE/SHAFT No.

BRANCH DROP TYPE

MH/MS TYPE

BRANCH LINE No.

PROPERTY CONNECTION TYPE

DATUM

52.0050.00

LINE 1 LINE 2 LINE 3 LINE 4

43.00

20.50025.016 29.163

13.069 15.868

LONGITUDINAL SECTIONS

1 : 100 VERTICAL

SCALES: 1 : 1000 HORIZONTAL

0.000

1.595

35.540

60.520

58.820

1.700

58.860

1.660

60.556

63.960

62.600

1.360

60.520

58.820

1.700

58.900

1.620

29.163

64.230

62.850

1.380

0.000

60.520

58.820

1.700

58.900

1.620

13.069

60.950

59.540

1.500

0.000

55.015

53.220

1.795

53.420

1.595

15.868

55.200

53.580

1.620

3

13

1

1

E

1

1

1

E

2

1

1

E

3

3

13

E

4

B2

R 20.000

LO

T 9 IL 57.000

LO

T 8 IL 60.500

LO

T 6 IL 62.650

LO

T 5 IL 62.650

LO

T 4 IL 62.900

LO

T 3 IL 62.900

LO

T 2 IL 59.650

LO

T 13 IL 53.900

LO

T 17 IL 53.900

3 BULKHEADS

Ø100 WATER

X

X

X X

X

X

X

Ø150 WATER

2/Ø600 RCPs

I.L.51.066

53.420

55.015

53.220

1.795

ROAD

5.1007.380

ROAD

23.760

ROAD

99.180

7.502

6.300

7.300

X

1

A

2

4

A

3

49.00

Ø100 WATER

Ø100 WATER

6.690

FP

FP

LENGTH

(1 IN X)

FP

FP

ROAD

FP

FP

FP

FP

E

.

S

.

L

.

F

.

S

.

L

.

X

PP PP

ROAD 2

PP

ROAD 2

PP

WOOD ST

CR.63.435 CL 0.655

CR.63.705 CL 0.655

CR.60.425

26.813

0.000

58.553

10.032

7.796

12.774

CR. 54.502 CL 0.525

EXISTING

SURFACE LEVEL (ESL)

54.728

61.570

66.954

61.570

67.112

61.570

62.053

54.728

55.200

Ø

2

2

5

Ø

2

2

5

ROAD 2

E

X

A

M

P

L

E

O

N

L

Y

E

X

A

M

P

L

E

O

N

L

Y

NOTES:

L 5.180

CH

24.310 D

0.810

CH

5.010 D

1.220

CH

22.500 1.050

CH

24.761 D

1.100

CH

26.663 1.400

CH

28.863 D

1.500

CH

12.769 D

1.500

CH

13.868 0.850

CH

15.568 D

0.900

1. ALL LEVELS, CHAINAGES & DISTANCES IN METRES.

2. REFER SEQ-SEW-1200 SERIES FOR BEDDING & BACKFILL REQUIREMENTS.

3. REFER SEQ-SEW-1300 SERIES FOR MAINTENANCE STRUCTURE TYPES AND DROPS AND FOR

NUSEWER COMPLIANT APPURTENANCES.

4. PIPE MATERIAL TO BE SPECIFIED AS REQUIRED BY NUSEWERS (PE).

5. REFER SEQ-SEW-1106 SERIES FOR PROPERTY CONNECTION TYPES.

6. DETAILS OF COMPOUND BENDS ARE TO BE SHOWN ON DESIGN DRAWINGS.

7. REFER TO SEQ-SEW-1206-1 FOR BULKHEADS AND TRENCHSTOP DETAILS.

FOR SPACING REQUIREMENTS REFER TABLE 8.1 OF SEWERAGE CODE.

THE LONGITUDINAL

SECTION FOR LINES No.6,

No.7 AND No.13 HAS NOT

BEEN PROVIDED.

SOME UTILITY

INFORMATION HAS BEEN

OMITTED FOR CLARITY AT

THIS SCALE. HOWEVER,

CHAINAGE, INVERT OR

CROWN LEVEL AND

DESCRIPTION eg. 2 x 100

TELSTRA CONDUITS etc,

SHALL BE SHOWN FOR ALL

UTILITY SERVICES.

E

.

S

.

L

.

E

.

S

.

L

.

F

.

S

.

L

.

F

.

S

.

L

.

F

.S

.L

.

VB1

1

TP 17.630

IP 15.040

TP 12.450

54.710

54.385

55.185

TYPE 3

MH/MS COVER TYPE

G

D A

B2

A2 A1

D B

F

B B D

15.040

13.860

A A A A A

1 1

A1 A2 A1 B2

FG G

LEGEND

FP = VERGE

PP = PRIVATE PROPERTY

R = BEND RADIUS (HOR, VERT, COMP)

SRB = SHORT RADIUS BEND - 0.75 RADIUS

L = BEND LENGTH

B

D

0.000

TP 41.230

IP 39.640

TP 38.050

IP 71.420

IP 84.630

TP 83.930

71.900

TP 85.330

IP 100.430

TP 96.430

88.690

TP 104.430

118.930

54.745

54.680

54.160

57.580

58.515

58.505

57.610

58.525

59.850

59.476

58.700

60.277

61.125

52.907

52.845

52.783

55.180

56.235

56.225

55.205

56.245

57.285

56.911

56.185

57.712

59.265

1.838

1.835

1.827

2.400

2.280

2.280

2.405

2.280

2.565

2.565

2.515

2.565

1.860

39.640

18.450

54.160

52.783

1.827

54.160

52.783

32.260 13.290 3.50011.74018.500

17.133 10.67 9.34

DN160 SDR21 PE100

55.205

56.185

2.515

59.345

1.780

TYPE 3

X

Ø150 WATER

2/Ø600 RCPs CL0.600

I.L.49.910

IL 52.850 CL 0.650

Ø

2

2

5

F

.

S

.

L

.

Ø100 WATER

IL 53.050 CL 0.070

LO

T 18 IL 52.360

CH

17.68 D

1.320

X

LO

T 14 IL 53.270

CH

41.40 D

1.350

X

LO

T 19 IL 53.505

CH

46.100 D

1.350

45° SRB

R25.000 L3.180

R40.000 L1.400

E

.

S

.

L

.

NO INFO Ø100 TELCO

NO INFO Ø100 ELECT

1A

13

B

HB1

5

HB2

5

1

5

B

HB3

5

2

5

B

CB1

5

3

5

B

F MS GMS

A DAAA

13

A2 B2 B2

7

ROADFP

WOOD ST ROAD 3 EASEMENT

FP PP

46.00

53.285

58.280

59.135

60.130

61.290

5° BEND V

15° BEND H

8.500

1 BULKHEAD

SEE NOTE 7

LINE 5

TYPE 3 TYPE 3

TYPE 5

DN160 SDR 21 PE100DN160 SDR 21 PE100 DN160 SDR 21 PE100

DN160 SDR 21 PE100

MAINTENANCE HOLE TYPES

G = CONCRETE 0.900Ø

F = CONCRETE 1.200Ø

X = CONCRETE 1.200Ø

MS = PE 0.600Ø

= CLASS D TRAFFICABLE

= CLASS B NON-TRAFFICABLE

CL 0.625

CL 0.645

A1

3 2

PRO

PERTY CO

NN

ECTIO

N (PC) D

ETAILS

LO

T N

o. xx PC IN

VERT LEVEL (IL) xx.xxx

PC CH

TO

D

S M

H/M

S xx.xxx PC D

EPTH

(D

) x.xxx

SERVICE CO

NFLICT D

ETAILS

SERVICE SIZE ØDN. xxx SERVICE TYPE xxxxxx

CRO

WN

LEVEL CR xx.xxx CLEARAN

CE CL x.xxx

OR IN

VERT LEVEL I.L. xx.xxx

13

A

13

6

SEE N

OTE 6

1 BULKHEAD

SEE NOTE 7

10.000

1 TREN

CH

STO

P

SEE N

OTE 7

8.0009.000

4 TRENCH-

STOPS AT

9.000 CRS

SEE NOTE 7

AT 7.200 CRS

SEE NOTE 7

3 BULKHEADS

AT 6.200 CRS

SEE NOTE 7

5.150

3 BULKHEADS

AT 5.100 CRS

SEE NOTE 7

1 TRENCHSTOP

SEE NOTE 7

3.640

3 TRENCH-

STOPS AT

9.000 CRS

SEE NOTE 7

ORG DATE:

GCCC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1101-1 B

1/1/2013

B 2/07/15 BULKHEAD AND TENCHSTOP DETAILS AMENDED, NOTE 7 ADDED.

NOT TO SCALE


DESIGN LAYOUT

PE NUSEWERS

TYPICAL LONGITUDINAL SECTIONS

LINE NUMBER

CHAINAGE (CH)

FINISHED

SURFACE LEVEL (FSL)

INVERT LEVEL (IL)

DEPTH OF INVERT BELOW FSL

EMBEDMENT TYPE

PROPERTY DESCRIPTION

PIPE NOMINAL DIAMETER (DN) TYPE, CLASS

GRADE

MAINTENANCE HOLE/SHAFT No.

MH/MS DROP TYPE

MH/MS TYPE

BRANCH LINE No.

PROPERTY CONNECTION TYPE

DATUM

52.0050.00

LINE 1 LINE 2 LINE 3 LINE 4

43.00

35.540 25.016 29.163

13.069 15.868

LONGITUDINAL SECTIONS

1 : 100 VERTICAL

SCALES: 1 : 1000 HORIZONTAL

0.000

1.595

35.540

60.520

58.820

1.700

58.860

1.660

60.556

63.960

62.600

1.360

60.520

58.820

1.700

58.900

1.620

29.163

64.230

62.850

1.380

0.000

60.520

58.820

1.700

58.900

1.620

13.069

60.950

59.540

1.500

0.000

55.015

53.220

1.795

53.420

1.595

15.868

55.200

53.580

1.620

3

13

1

1

E

1

1

1

E

2

1

1

E

3

3

13

E

4

A

LO

T 9 IL 57.000

LO

T 8 IL 60.500

LO

T 6 IL 62.650

LO

T 5 IL 62.650

LO

T 4 IL 62.900

LO

T 3 IL 62.900

LO

T 2 IL 59.650

LO

T 13 IL 53.900

LO

T 17 IL 53.900

3 BULKHEADS

5 BULKHEADS

Ø100 W

ATER

X

X

X X

X

X

X

Ø150 W

ATER

2/Ø

600 RCPs

I.L.51.066

53.420

55.015

53.220

1.795

ROAD

6.5807.38

ROAD

23.76

ROAD

99.18

5.900

6.300

7.400

X

1

V

2

4

V

3

49.00

Ø100 W

ATER

Ø100 W

ATER

6.690

FP

FP

LENGTH

(1 IN X)

FP

FP

ROAD

FP

FP

FP

FP

E

.

S

.

L

.

F

.

S

.

L

.

X

PP PP

ROAD 2

PP

ROAD 2

PP

WOOD ST

CR.63.435 CL 0.655

CR.63.705 CL 0.655

CR.60.425

26.813

0.000

58.553

10.032

7.796

12.774

CR. 54.502 CL 0.525

EXISTING

SURFACE LEVEL (ESL)

54.728

61.570

66.954

61.570

67.112

61.570

62.053

54.728

55.200

Ø

2

2

5

Ø

2

2

5

ROAD 2

E

X

A

M

P

L

E

O

N

L

Y

E

X

A

M

P

L

E

O

N

L

Y

NOTES:

CH

24.310 D

0.800

CH

5.010 D

1.220

CH

22.500 D

1.050

CH

24.761 D

1.100

CH

26.663 D

1.400

CH

28.863 D

1.500

CH

12.769 D

1.500

CH

13.868 D

0.850

CH

15.568 D

0.900

3 BULKHEADS

AT 6.200 CRS

SEE NOTE 7

1. ALL LEVELS, CHAINAGES & DISTANCES IN METRES.

2. REFER SEQ-SEW-1200 SERIES FOR BEDDING & BACKFILL REQUIREMENTS.

3. REFER SEQ-SEW-1300 SERIES FOR MAINTENANCE STRUCTURE TYPES AND DROPS AND FOR

RIGSS COMPLIANT APPURTENANCES.

4. PIPE MATERIAL TO BE SPECIFIED AS REQUIRED BY RIGSS (PVC).

5. REFER SEQ-SEW-1104 AND SEQ-SEW-1105 FOR PROPERTY CONNECTION TYPES.

6. DETAILS OF STANDARD DN150 LONG RADIUS PVC BENDS ARE SHOWN AT SEQ-SEW-1314-3.

7. REFER SEQ-SEW-1206-1 FOR BULKHEAD AND TRENCHSTOP DETAILS.

FOR SPACING REQUIREMENTS REFER TABLE 8.1 OF SEWERAGE CODE.

THE LONGITUDINAL

SECTION FOR LINES No.6,

No.7 AND No.13 HAS NOT

BEEN PROVIDED.

SOME UTILITY

INFORMATION HAS BEEN

OMITTED FOR CLARITY AT

THIS SCALE. HOWEVER,

CHAINAGE, INVERT OR

CROWN LEVEL AND

DESCRIPTION eg. 2 x 100

TELSTRA CONDUITS etc,

SHALL BE SHOWN FOR ALL

UTILITY SERVICES.

E

.

S

.

L

.

E

.

S

.

L

.

F

.

S

.

L

.

F

.

S

.

L

.

F

.S

.L

.

TYPE 3

MH/MS COVER TYPE

J

V V

A

A A

DB

B

B B

V V V V

1 1

A B A A

BJ J

LEGEND

FP = VERGE

PP = PRIVATE PROPERTY

0.000

TP 70.590

TP 40.060

IP 39.640

TP 39.220

IP 71.090

TP 87.440

TP 71.590

IP 88.690

IP 100.430

TP 99.770

TP 89.940

TP 101.090

118.930

57.444

54.710

54.680

54.664

57.480

58.670

58.700

57.516

58.893

59.735

59.686

59.116

59.784

61.125

55.169

52.875

52.845

52.829

55.205

56.185

56.185

55.241

56.408

57.285

57.236

56.631

57.352

59.265

2.275

1.835

1.835

1.835

2.275

2.485

2.515

2.275

2.485

2.450

2.450

2.485

2.432

1.860

39.640

25.820

53.060

49.670

3.390

51.310

31.450 13.620 0.980 11.740 18.500

13.780 13.400 9.340

DN150 PVC SN8

59.345

1.780

TYPE 3

X

Ø150 W

ATER

2/Ø

600 RCPs CL0.600

I.L.49.910

IL 52.850 CL 0.080

Ø

2

2

5

F

.

S

.

L

.

Ø100 W

ATER

IL 53.050 CL 0.850

LO

T 18 IL 53.140

CH

17.68 D

1.500

X

LO

T 14 IL 53.270

CH

41.40 D

1.500

X

LO

T 19 IL 53.505

CH

46.100 D

1.500

18° BEN

D

16° BEN

D

18° BEN

D

E

.

S

.

L

.

NO

IN

FO

Ø

100 TELCO

NO

IN

FO

Ø

100 ELECT

1A

13

B

CB1

5

HB1

5

HB2

5

1

5

HB3

5

CB2

5

2

5

B

B

V VV VV X

1

B B B

7

ROADFP

WOOD ST ROAD 3 EASEMENT

FP PP

46.00

53.285

61.290

2.6° BEN

D V

45° BEN

D

LINE 5

TYPE 3 TYPE 3TYPE 5

DN150 PVC SN8DN150 PVC SN8 DN150 PVC SN8

DN150 PVC SN8

MAINTENANCE HOLE TYPES

P1-P3 = PRE-CAST CONCRETE

A = CAST IN-SITU CONCRETE 1.050Ø

B = CAST IN-SITU CONCRETE 1.200Ø

C = CAST IN-SITU CONCRETE 1.500Ø

FOR MAINTENANCE SHAFT TYPES REFER TO SEQ-SEW-1314 SET

FOR MH COVER TYPES REFER TO SEQ-SEW-1308 SET

3 2

B

V V

A

CL 0.625

CL 0.645

85.690

58.501

56.151

2.350

TP 85.210

58.465

56.115

2.350

IP 84.710

1.750

TP 84.210

58.429

56.079

2.350

56.185

2.515

59.135

3.000

13.40013.78

DN

1200 M

H

A

D

H1

24° BEN

D H

2° BEN

D V

PRO

PERTY CO

NN

ECTIO

N (PC) D

ETAILS

LO

T N

o. xx PC IN

VERT LEVEL (IL) xx.xxx

PC CH

TO

D

S M

H/M

S xx.xxx PC D

EPTH

(D

) x.xxx

SERVICE CO

NFLICT D

ETAILS

SERVICE SIZE Ø

DN

. xxx SERVICE TYPE xxxxxx

CRO

WN

LEVEL CR xx.xxx CLEARAN

CE CL x.xxx

OR IN

VERT LEVEL I.L. xx.xxx

1 TRENCHSTOP

SEE NOTE 7

5.000

1 TREN

CH

STO

P

SEE N

OTE 7

7.300

7.900

3 TREN

CH

STO

P

AT 7.8 CRS

SEE N

OTE 7

AT 7.200 CRS

SEE NOTE 7

AT 5.900 CRS

SEE NOTE 7

8.500

1 BU

LKH

EAD

SEE N

OTE 7

ORG DATE:

CoGC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1101-2 C

1/1/2013

B

C

2/07/15

10/01/19

BULKHEAD AND TRENCHSTOP DETAILS AMENDED, NOTE 7 ADDED.

UPDATED MAINTENANCE SHAFT TYPE REFERENCE, OTHER MINOR CHANGES

NOT TO SCALE


DESIGN LAYOUT

RIGSS

TYPICAL LONGITUDINAL SECTIONS

NAME OF ESTATE

SUBDIVIDER

APPLICATION No.

SP DELEGATE

APPROVAL DATE

No. OF ALLOTMENTS

AREA IN Ha.

LENGTH

OF SEWERS

100 mm

150 mm

SUNRISE ESTATE

JOPET PTY LTD

253/50/5-CA20/95

7.12.94

26

2.828

40.000

327.100

DRAWING/PLAN No.

1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT SOUTH EAST QUEENSLAND SEWERAGE CODE

SPECIFICATIONS AND STANDARDS.

2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH THE RELEVANT AUSTRALIAN

STANDARDS.

3. THE CONSTRUCTION OF THE SEWERAGE WORK SHOWN ON THIS DRAWING SHALL BE SUPERVISED BY AN ENGINEER

WHO HAS RPEQ REGISTRATION. SEWERAGE WORKS NOT COMPLYING WITH THIS REQUIREMENT WILL NOT BE

PERMITTED TO CONNECT INTO THE SEQ SERVICE PROVIDER SEWERAGE SYSTEM.

4. ALL WORK ASSOCIATED WITH LIVE SEWERS OR MAINTENANCE HOLES SHALL BE CARRIED OUT BY THE SEQ SERVICE

PROVIDER AT THE DEVELOPER'S COST.

5. ALL PIPES AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE "ACCEPTED PRODUCTS AND

MATERIALS" LIST.

6. EACH ALLOTMENT SHALL BE SERVED BY A DN110 PE (OR DN100 PVC) PROPERTY CONNECTION. FOR ALLOTMENTS

OTHER THAN SINGLE RESIDENTIAL, A DN160 PE (OR DN150 PVC) PROPERTY CONNECTION SHALL BE PROVIDED.

7. PROPERTY CONNECTIONS SHALL BE LOCATED WITHIN THE PROPERTY AS SHOWN IN THE DRAWINGS.

8. PROPERTY CONNECTION BRANCHES SHALL EXTEND INTO THE PROPERTY A MINIMUM OF 300 mm AND A MAXIMUM

OF 750 mm. UNITYWATER REQUIRES MINIMUM EXTENSION OF 500 mm INTO PROPERTY.

9. WHERE PIPES ARE LAID IN FILL, THE FILLING SHALL BE CARRIED OUT IN LAYERS NOT EXCEEDING 300 mm (LOOSE)

IN DEPTH AND SHALL BE COMPACTED UNTIL THE COMPACTION IS NOT LESS THAN 95% OF THE MATERIALS

MAXIMUM COMPACTION WHEN TESTED IN ACCORDANCE WITH A.S. 1289 (MODIFIED COMPACTION). TESTING SHALL

BE CARRIED OUT AFTER EACH ALTERNATE LAYER. IN ALL SUCH CASES APPROVAL OF CONSTRUCTED SEWERS WILL

NOT BE ISSUED BY THE SEQ SERVICE PROVIDER UNLESS CERTIFICATES ARE PRODUCED CERTIFYING THAT THE

REQUIRED COMPACTION HAS BEEN ACHIEVED.

10. WHERE SEWERS HAVE A GRADE OF 1 IN 20 OR STEEPER,BULKHEADS SHALL BE CONSTRUCTED IN ACCORDANCE

WITH THE SEQ SEWER CODE.

11. THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF EXISTING SERVICES WITH RELEVANT AUTHORITIES

BEFORE COMMENCING WORKS.

12. SEWERS SHALL BE DISUSED /ABANDONED IN ACCORDANCE WITH PROCEDURES SET OUT IN THE SEQ SEWER CODE.

13. BENCH MARK AND LEVELS TO AHD.

14. THE EXISTING DWELLING ON LOT 3, REFER SEQ-SEW-1100, SERVED BY A SEPTIC SYSTEM, SHALL BE CONNECTED

TO THE NEW SEWER BY A LICENCED PLUMBER IN ACCORDANCE WITH THE RELEVANT STATUTORY AND COUNCIL

REQUIREMENTS. THE SEPTIC SYSTEM, INCLUDING TRENCHES,SHALL BE REMOVED AT THE DEVELOPER'S COST. ALL

FIXTURES SHALL BE UPGRADED IF REQUIRED BY PLUMBING CODE.

15. EXISTING ALLOTMENTS REQUIRING A PROPERTY CONNECTION FROM EXISTING SEWERS SHALL BE PROVIDED BY

THE SEQ SERVICE PROVIDER AT THE DEVELOPERS COST.

GENERAL NOTES

ALL ENVIRONMENT PROTECTION MEASURES SHOULD

BE IMPLEMENTED PRIOR TO ANY CONSTRUCTION

WORK, INCLUDING CLEARING, COMMENCING.

ENVIRONMENTAL CONDITIONS

VEGETATION PROTECTION

REHABILITATION

SOIL

CREEK CROSSINGS

PLACE ON YOUR DRAWING NOTES AS RECEIVED IN YOUR APPROVAL LETTER

FROM THE ENVIRONMENTAL REGULATOR OR MANAGER. IF NOTES RELEVANT

TO THIS ESTATE ARE NOT SPECIFIED IN YOUR APPROVAL LETTER, TYPICAL

NOTES AS FOLLOWS SHALL BE PLACED ON ALL DRAWINGS.

A. TREES LOCATED ALONG THE FOOTPATH SHALL BE, TRANSPLANTED PRIOR

TO CONSTRUCTION, OR REPLACED IF DESTROYED.

B. WHEN WORKING WITHIN 4 m OF TREES, RUBBER OR HARDWOOD GIRDLES

SHALL BE CONSTRUCTED WITH 1.8 m BATTENS CLOSELY SPACED AND

ARRANGED VERTICALLY FROM GROUND LEVEL. GIRDLES SHALL BE

STRAPPED TO TREES PRIOR TO CONSTRUCTION AND REMAIN UNTIL

COMPLETION.

C. TREE ROOTS SHALL BE TUNNELLED UNDER, RATHER THAN SEVERED.

IF ROOTS ARE SEVERED THE DAMAGED AREA SHALL BE TREATED WITH A

SUITABLE FUNGICIDE. CONTACT RELEVANT COUNCIL ARBORIST FOR

FURTHER ADVICE.

D. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY AN APPROVED

ARBORIST.

A. TOPSOIL AND SUBSOIL SHALL BE STOCKPILED SEPARATELY.

B. CARE SHALL BE TAKEN TO PREVENT SEDIMENT FROM ENTERING THE

STORMWATER SYSTEM. THIS MAY INVOLVE PLACING APPROPRIATE

SEDIMENT CONTROLS AROUND STOCKPILES.

C. ACID SULPHATE SOILS EXIST IN THE WORKS AREA. THE OUTPUTS FROM THE

RISK ASSESSMENT BASED ON THE QUEENSLAND ACID SULPHATE SOIL

TECHNICAL MANUAL REQUIRES THAT ACID SULPHATE SOILS BE

MANAGED AS FOLLOWS: (DELETE IF NO ACID SULPHATE SOILS)

A. SILTATION CONTROL MEASURES SHALL BE PLACED DOWNSTREAM OF

ANY EXCAVATION WORK.

B. APPROPRIATE SEDIMENT CONTROLS SHALL BE USED TO PREVENT

SEDIMENT FROM ENTERING THE CREEK.

C. NO SOIL SHALL BE STOCKPILED WITHIN 5 m OF THE CREEK.

A. PREDISTURBANCE SOIL PROFILES AND COMPACTION LEVELS

SHALL BE REINSTATED.

B. PREDISTURBANCE VEGETATION PATTERNS SHALL BE RESTORED.

A. THE DESIGN AND CONSTRUCTION OF THE WORKS SHALL COMPLY

WITH ALL QUEENSLAND LEGISLATION.

SAFETY

TYPICAL NOTES TO BE INCLUDED WITH DRAWING SET

ORG DATE:

GCCC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1101-3 A

1/1/2013

NOT TO SCALE


SEWERAGE RETICULATION

TYPICAL ESTATE DETAILS AND NOTES

MAINTENANCE HOLES

D1. Design and construction of all sewerage infrastructure shall be RPEQ

certified.

DESIGN REQUIREMENTS

· Design Life 100 years

· Dead load as determined from SEQ Sewer Code Standard Drawings.

· Live loads to AS 1170.1 and AS 5100-2.

D2. Top slabs have been designed for the following loads and locations.

D3. Durability Classification

Cover

Reinforcement

Cover (mm)

40

50 including PE

liner thickness

Structure

Exposure Classification

AS 3600, AS 3735

Slabs

Top

Bottom

B2 to AS 3600

B2 to AS 3735

SD1. The Safety in Design, design and risk mitigation

measures for these drawings do not necessarily

account for all design, construction, operation,

maintenance and demolition assessments. It

does not reduce or limit the obligations

of the constructor, user, operator, maintainer and

demolisher to perform their own Safety in Design risk

assessment.

SAFETY IN DESIGNMAINTENANCE HOLES

MAINTENANCE HOLE CIRCULAR ACCESS COVERS

STEP IRONS AND LADDERS (QUU ONLY)

Location

MH2. Obvert level of the upstream sewer pipe shall always be

above the obvert level of the downstream sewer pipe

unless approved otherwise.

MH3. All construction joints shall include hydrophilic seals

installed to manufacturer's specifications.

MH4. Maintenance Hole connectors, including hydrophilic seals

and puddle flanges shall be the pre-fabricated type unless

approved otherwise.

MH5. Ends of sewer pipes shall finish flush with the inside face of

Maintenance Hole wall.

MH6. Finished benching shall provide a smooth non-turbulent flow.

MH7. Safety chains and all connections shall be stainless steel Grade 316.

MH8. Property connection junctions shall not be constructed on

short pipes at Maintenance Holes or bulkheads.

MH1. Maintenance Holes shall be located centrally over sewers

unless specified otherwise.

Refer Drawings SEQ-SEW-1304-1 and SEQ-SEW-1305-1.

SD2. Develop construction and installation safe work

method statements to eliminate and minimise

installation risks. The safe method statement shall be

reviewed and approved by a suitably qualified

structural engineer.

AC1. Circular access covers and frames shall be rated to Class Rating

B or Class Rating D to AS 3996.

AC2. Product certification to AS 3996 shall be supplied for each cover

assembly.

AC3. Covers, frames and riser rings, where required, shall be supplied

assembled.

AC4. Covers shall be solid top. In QUU areas only, Class B concrete infill

covers may be used.

AC5. Covers shall have identification tags detailing, Sewer / Vacuum Sewer /

Class Rating B, D / Sealed / Cover pattern detail /SEQ-SP name / Weight.

AC6. Bolt down covers shall be provided in flood prone areas, storm surge

areas, surcharging sewers and where specified in the design.

AC7. Bolt down cover frames to be fixed to the top slab with 4 M16 stainless

steel chemical anchors. Embedment length shall be minimum

110 mm unless approved otherwise.

SL1. Step irons shall comply to AS 1657.

SL2. Step irons are required where depths of benching

from top slab is greater than 850 mm but does not

exceed 4.25 m.

SL3. Step irons shall not be placed closer than 150 mm

from the benching.

SL4. Step irons shall be placed over the downstream outlet.

SL5. Step irons shall be placed directly under the ladder

where step irons are used with a ladder when shown

in the Standard Drawings.

SL6. Ladders shall comply with SEQ-SEW-1301-27.

SL7. Ladders shall be used in all Maintenance holes where

depth from ground level to invert of Sewer exceeds

4.25 m.

SL8. Ladders shall be placed over downstream outlet for

sewer pipes 600 mm or smaller.

SL9. Ladders shall be placed perpendicular to the

downstream outlet for sewer pipes greater than

600 mm.

SL10. Cages, Extendable handrails and platforms are not

to be installed in Maintenance Holes.

D4. SEQ Code Sewer MH Standard Drawings that are applicable to

QUU have assumed that a minimum soil bearing pressure of

50 kPa can be achieved. Responsibility for all aspects of the

design and construction of sewer infrastructure rests solely with

the certifying RPEQ.

Location

Access covers

to AS 3996

Live

Load

Class Rating B

Roadways and driveways;

Commercial, industrial and

non-residential allotments

Class Rating D

25 kN

80 kN

Reserves, residential allotments,

footpaths and verges

G1. These notes relate to all top slabs and cast-insitu maintenance holes

for QUU and Unitywater.

G2. Maintenance hole top slabs shall be precast elements.

G3. Dimensions in millimetres.

G4. Dimensions not to be scaled from drawings.

G5. Verify all dimensions on site prior to commencing work on site.

G6. Materials and workmanship to comply with the current Standards

Australia codes, Building code of Australia, WSAA Product

Specifications, By-laws and ordnances of relevant building

authorities.

G7. Existing structures to be maintained in a stable condition and

no part to be over-stressed during construction.

GENERAL

SEQ-SEW-1101-4 A

18/06/2019

NOT TO SCALE


MAINTENANCE HOLES NOTES

SHEET 1 OF 3

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

1

A

2 3 45

6 7 8 9 10 11 12

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8 9 10 11 12

CONCRETE

MAINTENANCE HOLES

Concrete Structure

Concrete sections less

than 600 mm thick.

Concrete Strength f'c Temperature Limit

35°C

Concrete sections equal to

or greater than 600 mm thick.

Equal to or more than

40MPa.

27°C

Compressive strength at 28 days

Calcareous

40 MPa

Minimum cement content380 kg/m³

Maximum cementitious material25%

Maximum water/cement ratio 0.5

Nominal slump 80 mm 15

Drying shrinkage at 21 days 500 x 10

-6

20 mm

Maximum aggregate size

C1. Concrete workmanship and materials to comply with AS 3600 and AS 3610.

C16. Concrete shall be special class to WSA-PS 358 with calcareous aggregate.

REINFORCEMENT

R2. Reinforcement to comply with AS 4671.

· N - Hot rolled grade 500 deformed bar, ductility class N

· R - Structural Grade 250 plain round bars

· L - Hot rolled grade 500 deformed bar, ductility class L

· SL - Hard drawn wire grade 500 mesh, ductility Class L

· RL - Hard drawn wire grade 500 mesh, ductility Class L

· W - Steel reinforcing wire grade 500

R4. Reinforcement designation as follows (e.g. 14N16-250 EF)

· 14 - Number of bars

· N - Bar grade and ductility class

· 16 - Bar diameter in mm

· 250 - Spacing of bars in mm

· EF - Location

R5. Abbreviations to reinforcement location.

· EW - Each way

· B - Bottom

· T - Top

· CP - Centrally Placed

· EF - Each face

N12

Bar Size

Lap Length (mm)

350

N16500

N20600

N24700

N28850

N32950

Type of Aggregate

C2. Concrete to comply with AS 1379, AS 1478.1, AS 1478.2, AS 3582.1

AS 3582.2, AS 3582.3 and AS 3972.

C4. Water not to be added to concrete after truck has left batching plant


C5. Test slump of each batch of concrete delivered.

C6. Design, certification, construction and performance of formwork

by contractor.

C7. Concrete construction tolerances to AS 3610.

C8. Concrete sizes do not include finishes. Sizes not to be reduced or

penetrations added.

C9. Conduits, pipes, etc. not to be placed in concrete cover to the reinforcement.

C10. Exposed edges and re-entrant corners to have 25 mm chamfers or fillets

unless noted otherwise.

C11. Construction joints as detailed and located on design drawings.

C12. Concrete surface finishes to AS 3610.

C13. Concrete temperature not to exceed temperatures stated below.

14. Concrete curing to AS3600 as soon as possible after placing and finishing.

15. Concrete grade S40.

C

C

R1. Reinforcement for the top slabs shall be a pre-fabricated element.

R3. Symbols on drawings for grade and type of reinforcement are:

+_

10 mmMinimum aggregate size

· Formed exposed surfaces Class 2

C3. Slump to be as required for placement, compaction and finishing.

A sample of fresh concrete shall be tested for slump and strength

upon arrival on site.

Equal to or more than

40MPa.

PRECAST CONCRETE - TOP SLABS ONLY

PC1. Precast concrete members to comply with

AS 3850.1 and AS 3850.2

PC2. Precast members are designed for the final installed

conditions only. Precast Manufacturer to design the

precast members including connections,fixing details,

joints, fire resistance, etc. for stability, serviceability

and strength requirements required during

manufacture, transport, lifting, erection and

installation.

PC3. Precast manufacturer to provide their shop drawings

and RPEQ certification for construction of the precast

slab to the designs provided in Maintenance Hole

drawings including design and construction

certification for connections and fixing required

for manufacture, transport, erection and installation.

(Form 16)

PC4. Precast concrete members to be supplied and

constructed by a precast concrete constructor.

PC5. Adequately designed temporary bracing, as required,

to be provided during erection and installation.

PC6. Minimum characteristic compressive strength of

concrete at removal from moulds shall be 15MPa.

PC7. All inserts in precast concrete members to be

stainless steel.

PC8. All structural steelwork connections to precast

concrete members to be hot dip galvanised to

AS 4680 system designation HDG600.

PC9. Provide 15 mm chamfers or fillets at edges and

corners of precast members except at underside of

MH slab access opening unless approved otherwise.

PC10. Precast concrete members not to be erected on

reinforced concrete structures until the reinforced

concrete structures have been cured to achieve

28 days strength.

PC11. Weight of top slab to be stamped on the slab.

PC12. Concrete to be special class to WSA PS-358 with

calcareous aggregate.

PC13. Approved lifting plan is to be available on request.

R6. Reinforcement is shown diagrammatically only and not

necessarilyin true projection.

R7. Reinforcement to be fixed securely and supported on propriety

concrete, metal or plastic supports.

R8. Reinforcement to be spliced as shown on project drawings.

lap lengths to comply with AS 3600 and table below u.n.o.

R9. Reinforcement not to be welded unless shown on project

drawings or approved otherwise.

R10. Reinforcement not to be bent, cut or heated on site


R11. Reinforcement to be clean, free of mill scale, rust, oil, grease etc.

R12. Dowel location tolerance shall be +/- half the diameter of the dowel.

The alignment tolerance shall be 2 mm in 300 mm.

C17. Benching finish shall consist of equal parts of cement and sand.

SEQ-SEW-1101-5 A

24/05/2019

NOT TO SCALE



SHEET 2 OF 3

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

1

A

2 3 45

6 7 8 9 10 11 12

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8 9 10 11 12

MAINTENANCE HOLES

P1. Steelwork to be hot dip galvanised to AS 4680

system designation HDG600 and threaded

fasteners to AS 1214.

P2. Damaged galvanised coating repair:

· Power clean to AS 1627.2

· Solvent clean/ degrease to AS 1627.1

· Apply tin/zinc to pre-heated steel

overlapping the galvanising coating.

STEEL WORK PROTECTIVE COATING

REPAIR OF EXPOSED REINFORCEMENT AND

ANCHOR AT CONCRETE SURFACE

STAINLESS STEEL

SS1. Stainless steel to comply to ASTM A240/A240M and

ASTM A480/ A480M.

SS2. Fabrication by manufacturers ASSDA Accredited or

approved equivalent.

SS3. Stainless steel to be grade 316 or 316L u.n.o.

SS4. Storage, fabrication and welding to be in approved

dedicated areas.

SS5. Welding, cleaning, pickling and passivation to comply

to AS 1554.6 and WTIA Technical Note 16 Welding

or Stainless steel.

SS6. Surface finish to be 2B or better to ASTM A480.

SS7. Members to be acid passivated after fabrication.

SS8. Anti galling compound "Duralac" or SEQ-SP

approved equivalent required on all fasteners


STRUCTURAL STEEL

REPAIR OF EXPOSED REINFORCEMENT AND

CONCRETE AROUND NEW PIPE PENETRATION

IN EXISTING CONCRETE

NP1. Exposed reinforcement and concrete repaired

as follows:

· Core holes on each corner of area to be cut.

· Saw cut concrete, perpendicular to concrete

surface, 15 mm deep around perimeter

of the opening.

· Breakout remaining concrete around the

opening without damaging reinforcement.

· Cut exposed reinforcement so that is 30 mm

clear of the pipe.

· Clean concrete surface and remove all loose

material.

· Abrasive blast clean exposed reinforcement.

If it is corroded and apply "Nitoprime"

zinc rich primer unless approved otherwise.

· Thoroughly soak substrate with clean water

for a minimum of two hours.

· Place N12 circular trimmer on both sides of

the pipe flange.

· Install Hydrotite CJ-07-25 seal on pipe 50 mm

from concrete surface unless approved otherwise.

· Apply "Nitobond HAR" primer to concrete

surface unless approved otherwise.

· Pour concrete/grout under pressure to

fill opening.

· Fill concrete/grout to supplier requirements.

POLYETHYLENE LINER (PE LINER)

PL1. The PE Liner shall form a completely sealed and welded

robust continuous membrane system. The PE Liner

shall be built to the MH construction tolerances without

any defects such as bulging, warping, pinching, overlapping.

PL2. The PE sheets shall:

· Have a minimum thickness of 2.5 mm.

· Achieve a mechanical bond between the

concrete and liner.

· Be installed by an accredited applicator

approved by the Manufacturer.

· Be tensioned over the formwork within the yield

elongation limit prior to securing to the formwork.

PL3. Preparation, Application and Installation to comply

with the manufacturer's specification.

PL4. Poured concrete to be at a cooler ambient temperature

than the temperature when the PE sheets were attached

to the formwork.

PL5. Extrusion welding and weld testing at seams to be

undertaken by the approved applicator to the

manufacturer's specification.

PL6. Encapsulation of anchors to be checked by tapping the

surface to detect hollow sounds that indicate voids.

Voids to be filled by injection grout and PE sheet

repaired by extrusion welding over the injection hole.

· Saw cut or chisel cut concrete, perpendicular

to concrete surface, 15 mm deep around

reinforcement/anchor.

· Breakout concrete around reinforcement/anchor

to a depth of 60 mm.

· Cut exposed reinforcement/anchor at a minimum

depth of 50 mm from concrete surface.

· Clean concrete surface and remove all loose material.

· Abrasive blast clean exposed reinforcement/anchor.

Apply "Nitoprime" Zinc rich primer to reinforcement/

anchor unless approved otherwise.

· Thoroughly soak substrate with clean water.

· Apply "Nitobond HAR" primer to concrete unless

approved otherwise.

· Apply "Renderoc HB40" to fill opening unless

approved otherwise.

ES1. All exposed reinforcement and mild steel

anchored to be repaired as follows:

S1. Structural steel workmanship and materials to comply

with AS 4100.

S2. Steel to comply with:

· AS 1163 Grade C350 for rectangular

and hollow sections.

· AS 3678 for plates and floor plates.

· AS 3679.1 Grade 300 or BHP Grade 300 Plus

for parallel flange channels.

· AS 3679.2 Grade 300 for welded beams

and columns.

· Other sections to comply with AS 3678 or

AS 3679 Grade 250.

S3. Welds to AS 1554.

· Weld category SP.

· Butt welds to be full penetration welds.

· Welds to be 6 mm continuous fillet welds

all round interfaces.

· Electrodes to AS 1554 classification E48XX.

S4. Bolts to AS 1275. Commercial grade 4.6/s to AS 1111

and AS 1112. High strength structural bolts to AS 1252.

· Bolts, nuts and washers M16 and larger to

grade 8.8/s. M12 to be grade 4.6/s.

· Structural connections to be 2 M16 8.8/s with

10 mm thick cleat plate Unless noted otherwise.

· Install washers under bolt head and nut.

Install tapered washers as required.

· Bolt projection beyond nut to be minimum two

threads and maximum 10 mm.

S5. Hold down bolts to be Grade 4.6/s unless noted

otherwise. Hold down bolts groups to be rigidly

tied for correct set-out and location.

S6. Seal weld hollow sections with 3 mm thick cap

plate unless noted otherwise.

S7. Grout base plates with high strength non-shrink

pre-mixed grout before columns are loaded.

SEQ-SEW-1101-6 A

15/05/2019

NOT TO SCALE



SHEET 3 OF 3

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

1

A

2 3 45

6 7 8 9 10 11 12

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8 9 10 11 12

1.595

1.595

1.795

1.795

61.227

F.S.L.E.S.L.

P2

B

TYPE

COVER

1/1150

SEWER

DIA.

TYPE

MH/MS

54.728

54.728

55.015

(LINE 4)

(LINE 1)

(NEW STUBS)

P2

54.72855.015

54.580

54.580

P2D

B

B

3/13

3/13

1A/13

(EXISTING D/S OUTLET)

57.293

57.493

57.493

1.55253.028

1.30054.450

58.913

58.913

58.913

B

(LINE 8)

BD1

(LINE 9)

61.227

54.25054.410

55.750

BD1

C2

B

2

2

1/1

1/13

1(A)

No.

1(B)

DESCRIPTION (SOME WORKS LISTED ARE NOT SHOWN ON SEQ-SEW-1100-1 & 1100-2)

*

CONSTRUCTOR TO LAY LINE 5 AND INSTALL HOUSE CONNECTION.

CONSTRUCTOR TO LAY NEW LINES 1 AND 4. AFTER CLEANSING,

TESTING AND INSPECTING, NOTIFY AGENCY.

*

CONSTRUCTOR TO REMOVE ABANDONED SEWER AND REINSTATE GROUND.

AGENCY TO PROVIDE NEW HOUSE CONNECTION.

AGENCY TO REMOVE CROWN OF PIPE AND COMPLETE BENCHING AFTER

SUCCESSFUL "ON MAINTENANCE" INSPECTION OF LINE 5.

SERVICE PROVIDER AND CONSTRUCTOR LIVE SEWER WORKS - TYPICAL SCHEDULE

3m FROM EXISTING NETWORK, CONSTRUCTOR TO LAY NEW LINE 5. AFTER TESTING AND

INSPECTING, NOTIFY AGENCY.

AGENCY TO BREAK INTO EXISTING MAINTENANCE HOLE 3/13 AND CONSTRUCT 2/150 mm

STUBS (TEMPORARILY END CAPPED) PRIOR TO START OF CONSTRUCTION.

AGENCY TO RAISE EXISTING MAINTENANCE HOLE 3/13 BY 0.287 m AND TO REPLACE TOP

SLAB, COVER AND FRAME WITH A TRAFFICABLE ARRANGEMENT.

CONSTRUCTOR TO CONSTRUCT NEW MAINTENANCE HOLE 1A/13 OVER EXISTING SEWER AND

BENCH AND RENDER UP TO PIPE BUT NOT REMOVE CROWN OF PIPE.

AGENCY TO BREAK INTO EXISTING MAINTENANCE HOLE 2 AND CONSTRUCT 2/150 mm

STUBS (TEMPORARILY END CAPPED) PRIOR TO START OF CONSTRUCTION.

CONSTRUCTOR TO LAY NEW LINE 8 AND 9. AFTER CLEANSING AND TESTING, NOTIFY AGENCY.

AGENCY TO SEAL THE EXISTING 150Ø INLET IN EXISTING MAINTENANCE HOLE 2 AND 150Ø

OUTLET IN THE EXISTING MAINTENANCE HOLE 1/1 (ADJACENT TO LOT 20) TO ABANDON THIS

SECTION OF SEWER AFTER SUCCESSFUL "ON MAINTENANCE" INSPECTION.

AGENCY TO RAISE EXISTING MAINTENANCE HOLE 1/13 IN WOODS STREET BY 0.160 m TO SUIT

NEW FOOTWAY LEVEL.

AGENCY TO REMOVE TEMPORARY END CAPS ON STUBS & LINES 8 & 9 AND MAKE LIVE

CONNECTIONS AFTER SUCCESSFUL "ON MAINTENANCE" INSPECTION.

AGENCY TO REMOVE TEMPORARY END CAPS ON STUBS & LINES 1 & 4 AND MAKE LIVE

CONNECTIONS AFTER SUCCESSFUL "ON MAINTENANCE" INSPECTION.

AGENCY TO MAKE LIVE CONNECTIONS AFTER SUCCESSFUL "ON MAINTENANCE" INSPECTION.

AGENCY MEANS GOLD COAST CITY COUNCIL OR LOGAN CITY COUNCIL OR REDLAND CITY COUNCIL OR QUEENSLAND URBAN UTILITIES OR UNITYWATER

(APPROVAL VALID FOR 12 MONTHS FROM DATE SHOWN) WITH ALL AGENCY WORK TO BE PAID FOR BY DEVELOPER VIA QUOTATION APPLICATION.

AGENCY MAY PERMIT CONTRACTORS TO CARRY OUT ALL OR PART OF THE LIVE WORKS, REFER TO SEQ-SP CONNECTION POLICY FOR DETAILS.

EXISTING

ASSET ID AT

CONNECTION

LOT &

PLAN

NO.

CONNECTION

I.L.

CONNECTION

DEPTH TO

INVERT

ALTERATION TO

EXISTING MH

BENCHING

REQUIRED (Y/N)

2(A)

2(B)

2(C)

2(D)

3(A)

3(B)

3(C)

4(A)

4(B)

4(C)

5(A)

5(B)

6

7

225

150

150

225

225

150

150

150

150

150

150

150

100

225

3/13

3/13

1A/13

2

2

P2

P2

P2

P2

C2

C2

C2

59.530 1.697

57.293 1.620

1.420

1.420

1.620

0.980

1.350

1.552

1.697

58.913

53.600

53.230

53.028

53.420

53.220

53.420

53.420

53.220

Y

Y

N

Y

Y

N

N

55.015

55.015

54.728

54.580

54.580

54.580

61.227

54.580

58.913

58.913

58.913

58.913

61.227

55.750

55.750

LOT 1

SP2024

LOT 7

SP2024

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1102-1 C

1/1/2013

B

C

22/07/15

15/02/19

AMENDED AGENCY NOTES.

AMENDED TABLE HEADINGS AND DESCRIPTION TEXT

NOT TO SCALE


DESIGN LAYOUTS

CONNECTION TO EXISTING SEWER

TYPICAL SCHEDULE OF WORKS

TYPICAL RIGSS RETICULATION SEWER

NOTES:

SLOPE

SLO

PE

CONTO

UR LIN

ES

CAST IN-SITU OR PRECASTFACTORY BENCHEDMAINTENANCE HOLE (MH)(SEE SEQ-SEW-1300 SET)

DEEP JUNCTION TYPE 'D'PROPERTY CONNECTIONS AT DIFFERENT LEVELS (SEE SEQ-SEW-1105-1)

TERMINAL MS(SEE SEQ-SEW-1314-1)

OR WATER SEAL MH(SEE SEQ-SEW-1408-1 & 1408-2)

WATER SEAL

INTERSECTION POINT (PEG)

INTERSECTION POINT (PEG)

FLO

W

FLOW FLOW

FLOW

FLO

WFL

OW

FLO

W

WATER AGENCY DIRECTED

LONG RADIUS DN150VERTICAL BENDS(SEE SEQ-SEW-1314 SET)

PROPERTY CONNECTIONS (SEESEQ-SEW-1104-1 AND 1105-1)

MS AND VARIABLE HORIZONTALBENDS (SEE SEQ-SEW-1314-1TO 1316-1 SET)

TYPICAL RIGSS RETICULATION SEWER INTOBRANCH OR TRUNK SEWER WITH WATER SEAL

BRANCH/TRUNK SEWER MH(SEE SEQ-SEW-1307-1 TO1312-1)

'X' DROP (SEE SEQ-SEW-1303-1)

FLOWFLOW

1. GRADE SEWER EVENLY BETWEEN MH/MSTO LEVELS SHOWN IN DESIGN DRAWINGS.

2. LAY PIPES AND FITTINGS WITH SOCKETSUPSTREAM WHEREVER PRACTICABLE.

ORG DATE:

GCCCREV. No. DESCRIPTIONDATE AUTH.

DRAWING No. VERSION

WORK PRACTICES MUST COMPLY WITH ALL APPLICABLEOCCUPATIONAL HEALTH & SAFETY LEGISLATION

QUU UWRCCLCC

SEQ WATERSERVICE PROVIDERS SEQ-SEW-1103-1 A

1/1/2013NOT TO SCALE


RIGSS PIPELAYINGTYPICAL ARRANGEMENTS

TYPICAL NUSEWER RETICULATION SEWER

NOTES:

SULPHIDE CONTROL MAINTENANCE HOLE

(SEE SEQ-SEW-1307-2)

TERMINAL MS


FLO

W

FLOW

FLO

W

FLO

W

FLOW

FLOW

FLO

W

PROPERTY CONNECTIONS

AT DIFFERENT LEVELS

(SEE SEQ-SEW-1106-1

TO 1106-6)

PROPERTY CONNECTIONS AT

DIFFERENT LEVELS (SEE

SEQ-SEW-1106-1 TO 1106-6)

FIELD MADE LONG RADIUS VERTICAL BEND

(DN160 AT MINIMUM 5.6m RADIUS)

PE STUB MAINTENANCE HOLE (MH)

(SEE SEQ-SEW-1301 SET)

FIELD MADE LONG RADIUS BEND

(DN160 AT MINIMUM 5.6 m RADIUS)

FIELD MADE LONG RADIUS BEND

(DN160 AT MINIMUM 5.6m RADIUS)

M

I

N

3

0

0

m

m

M

A

X

7

5

0

m

m


AT DIFFERENT LEVELS

(SEE SEQ-SEW-1106-1 TO 1106-6)

R

P

A

UNITYWATER REQUIRES PVC INSPECTION

TEE AT PROPERTY CONNECTION POINTS,

REFER SEQ-SEW-1106-1.

MS AND VARIABLE BENDS


BRANCH/TRUNK SEWER MH

(SEE SEQ-SEW-1301 SET)

1. GRADE SEWER EVENLY BETWEEN

MH/MS TO LEVELS SHOWN IN DESIGN

DRAWINGS.

2. LAY PIPES AND FITTINGS WITH E-F

COUPLINGS OR BUTT WELDING.

TYPICAL NUSEWER RETICULATION SEWER

INTO BRANCH OR TRUNK SEWER

C

U

S

T

O

M

E

R

'

S

H

O

U

S

E

D

R

A

I

N

PVC SOCKET WITH CAP SEE

NOTE 5 ON SEQ-SEW-1106-2

PE/PVC ADAPTOR

MIN SOCKET DEPTH 180 mm

P

R

O

P

E

R

T

Y

C

O

N

N

E

C

T

I

O

N

S

E

W

E

R

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1103-2 C

1/1/2013

B

C

25/06/15

11/02/19

REMOVE SEDIMENT TRAP.

AMENDED LONG RADIUS BEND REQUIREMENT AND BOXED NOTE

NOT TO SCALE


NUSEWER PIPELAYING

TYPICAL ARRANGEMENTS

LOT

LOT

LOT

LOT

LOTLOTLOT

LOT

LOT

LOT

S

S

LOT

KERB MARKING

MARKER

IN KERB FACE

B

A

C

K

O

F

K

E

R

B

F

R

O

N

T

O

F

K

E

R

B

L

I

P

O

F

K

E

R

B

10

10

25

6

40 D

IA

75

DIA3

1

0

1

0

2

5

6

4

0

D

I

A

D

I

A

3

40

12

S

37

22

21

MARKER

IN KERB FACE

L

O

C

A

T

E

M

A

R

K

E

R

D

I

R

E

C

T

L

Y

O

V

E

R

S

E

W

E

R

P

I

P

E

L

O

C

A

T

E

M

A

R

K

E

R

D

I

R

E

C

T

L

Y

O

V

E

R

S

E

W

E

R

P

I

P

E

SEWER ROAD CROSSING

MARKER

NOTES

1. ALL DIMENSIONS ARE IN MILLIMETRES.

2. KERB MARKERS SHALL BE LOCATED

DIRECTLY OVER THE CENTRE-LINE OF

THE SEWER.

3. REFER SEQ IPAM FOR APPROVED KERB

MARKERS

TYPICAL SEWER ROAD CROSSING SECTION

FSL

SEW

ER (

TRU

NK,

RETIC

ULA

TION

& P

RO

PERTY C

ON

NEC

TION

) RIG

SS &

NU

SEW

ER

LOT

LOT

LOT

FSL

MARKER IN KERB

FACE REFER

DETAIL 'A'

PRO

PERTY

BO

UN

DARY

PRO

PERTY

BO

UN

DARY

DETAIL A

TYPICAL SEWER ROAD CROSSINGS

MARKING

KERB

MARKING

KERB

MARKING

LOT

KERB MARKING ON

ROAD PAVEMENT EDGE

KERB MARKING ON

ROAD PAVEMENT EDGE

KERB

MARKING

KERB

MARKING

KERB

MARKING

R

O

A

D

P

A

V

E

M

E

N

T

R

O

A

D

P

A

V

E

M

E

N

T

R

O

A

D

P

A

V

E

M

E

N

T

(

C

o

n

c

r

e

t

e

)

K

e

r

b

L

i

n

e

K

e

r

b

L

i

n

e

K

e

r

b

L

in

e

K

e

r

b

L

in

e

MH

MS

MS

MS

L

I

P

O

F

K

E

R

B

B

A

C

K

O

F

K

E

R

B

MARKER IN KERB

FACE REFER

DETAIL 'A'

ROAD PAVEMENT

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1103-3 A

20/05/2019

NOT TO SCALE


SEWER ROAD CROSSINGS

KERB MARKING REQUIREMENTS

1

5

0

M

I

N

4

5

°

M

A

X

.

ELEVATION

SHORT PIPE 500 MAX.

BEDDING MATERIAL

ELEVATION

BACKFILL BACKFILL

ELEVATION

SHORT PIPE 500 MAX.

BOUNDARY

PROPERTY

PROPERTY CONNECTION SEWER

PRO

PERTY

BO

UN

DARY

SHORT PIPE 500 MAX.

45° BEND

PLANPLAN

2500 M

AX

Ø150

PVC DUCT TAPE

300

INSPECTION TEE

100

600 M

IN

1500 M

AX

REFER TO NOTE 4

45° OBLIQUE

JUNCTION REFER TO

NOTE 4

BEDDING

MATERIAL

FUTURE

GRAVITY

DRAIN

BEDDING

MATERIAL

45° OBLIQUE JUNCTION

REFER TO NOTE 4

45° BEND

REFER

NOTE 4


REFER TO NOTE 4

50x25 H.W. STAKE 600 LONG

ADJACENT TO BUT NOT

TOUCHING SCREWED CAP

END OF INSPECTION TEE.

CONDUIT TO INVERT OF

INSPECTION TEE

2000 LONG ORANGE PVC

CONDUIT 40Ø SECURELY

TAPED TO H.W. STAKE

REFER TO NOTE 4

45° BENDS

BEDDING

MATERIAL

FUTURE

GRAVITY

DRAIN

45° OBLIQUE

JUNCTION

REFER TO

NOTE 4

SHORT

PIPE 500

MAX.

SHORT

PIPE 500

MAX.

45°

OBLIQUE

JUNCTION

REFER TO

NOTE 4

SHORT

PIPE 500

MAX.

PROPERTY

CONNECTION

SEWER

150x100 ECCENTRIC

REDUCER IF REQUIRED

FLAT INVERT


REFER TO NOTE 4

NOTES:

1. ALL PROPERTY CONNECTION SEWERS SHALL HAVE A MINIMUM

GRADE OF 1 IN 60 FOR Ø100 AND 1 IN 100 FOR Ø150.

2. LIMIT OF WORKS - ALL PROPERTY CONNECTION SEWERS SHALL

FINISH WITH AN INSPECTION TEE WITH THE END AND

INSPECTION OPENING SCREW CAPPED. INSPECTION TEE

INSTALLED TO THE INVERT LEVEL SHOWN ON THE DRAWINGS.

3. ALL PROPERTY CONNECTION SEWERS CROSSING ROADS SHALL

CONNECT INTO MAINTENANCE STRUCTURES.

4. ALL PROPERTY CONNECTION SEWER FITTINGS SUCH AS

MOULDED OBLIQUE JUNCTIONS AND BENDS, SHALL BE

FIBREGLASS REINFORCED AS DETAILED FOR THE TYPE 'D'

JUNCTION WITHIN STD DRG SEQ-SEW-1105-1 OR MAY BE

APPROVED G.R.P JUNCTIONS AND BENDS.

5. BEDDING MATERIAL SHALL COMPLY WITH THE REQUIREMENTS OF

THE SPECIFICATION.

6. ALL PIPE JOINTS SHALL CONFORM WITH CODE SPECIFICATION

AND THE MANUFACTURERS RECOMMENDATIONS.

7. FOR RESPONSIBILITY LIMITS OF CONSTRUCTED WORKS, REFER

STD DRG SEQ-SEW-1105-1.

8. DIMENSIONS ARE IN MILLIMETRES UNLESS SHOWN OTHERWISE.

9. FOR RCC, PROVIDE AT LEAST ONE MAINTENANCE SHAFT ON THE

PROPERTY CONNECTION SEWER IF IT TRAVERSES A LOT OTHER

THAN THE LOT IT IS SERVICING FOR MORE THAN 10 METRES.

TYPE A

PROPERTY CONNECTION

TYPE B

PROPERTY CONNECTION

SLOPE UP TYPE

DUAL PROPERTY CONNECTION

TYPE A SHOWN

SP HOUSE CONNECTION INSPECTION

TEE LOCATION MARKER

ARRANGEMENT

500

MIN

500

MIN

MIN 500

MAX 1000

BACKFILL

PROPERTY

CONNECTION

SEWER

SHORT PIPE

500 MAX.

1000

MIN

45° BEND

CONNECTION POINT INVERT LEVEL,

REFER SEQ-SEW-1100-2 AND

SEQ-SEW-1101-2 FOR DESIGN FORMAT

(BASED

O

N CO

NTRO

L

PO

IN

T D

ESIG

N)

FUTURE

GRAVITY

DRAIN

(D

EEPER SEW

ERS SEE

SEQ

-SEW

-1105-1)

FUTURE

GRAVITY

DRAIN

FUTURE

GRAVITY DRAIN

F

U

T

U

R

E

G

R

A

V

I

T

Y

D

R

A

I

N

UNITYWATER DOES NOT

REQUIRE A SHORT PIPE ON

SEWER, EACH SIDE OF

JUNCTION

PLAN

FOR ROAD CROSSING REFER TO NOTE 3

MIN 500

MAX 1000

ORG DATE:

CoGC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1104-1 C

1/1/2013

B

C

21/07/15

04/02/19

AMENDED LABELS AND NOTE 3

ECCENTRIC REDUCER, NOTE 3, REMOVED UW VARIATION. MINOR CHANGES

NOT TO SCALE



TYPICAL CONSTRUCTION DETAILS

RIGSS - SHEET 1

ELEVATION

TRENCH FILL

TYPE 'D' JUNCTION FITTING

RISER PIPE

SLIP COUPLING

DN150 TO DN300 SEWER

FUTURE

GRAVITY DRAIN

RUBBER RING JOINT (RRJ)

SLIP COUPLING

WELDED JOINT

45° OBLIQUE JOINT

FLOW

RUBBER RING JOINT

TYPE 'D' JUNCTION FITTING.

(150 x 150 COMPONENTS SHOWN)(SERVING 2 OR MORE PREMISES)

NOTES:

OPTIONS SEWER GRADEBEND

D-1

D-2

D-3

D-4

45°

40°

35°

AS

1:150 TO 1:20

1:20 TO 1:10

1:10 TO 1:6

1:5 TO 1:1

REQUIRED

TYPE 'D' JUNCTION TABLE

REAR PRO

PERTY

BO

UN

DARY

LOT 3 LOT 1

LOT 4 LOT 2

THREADED CAP

REFER NOTE 4.

1. BEDDING MATERIAL AND GENERAL COMPONENTRY SHALL COMPLY WITH THE REQUIREMENTS OF THE

CODE SPECIFICATION AND ANY ADDENDUMS.

2. TYPE "D" JUNCTION FITTINGS SHALL BE FACTORY ASSEMBLED AND CERTIFIED uPVC SEWER FITTINGS

COMPLYING WITH AS/NZS 1260 THAT HAVE BEEN ASSEMBLED AND REINFORCED WITH FIBREGLASS AS

SHOWN IN THE DRAWING. OBLIQUE JUNCTIONS AND 45° BENDS SHALL BE REINFORCED WITH

FIBREGLASS AS SHOWN FOR A TYPE D JUNCTION OR MAY BE APPROVED G.R.P JUNCTIONS AND BENDS.

3. THE SLIP COUPLING COMPONENT OF TYPE "D" JUNCTION FITTING SHALL BE MARKED TO IDENTIFY THE

INSTALLATION REQUIREMENTS OF THE FITTING AND THE VERTICAL RISER PIPE, SEE TABLE ABOVE.

4. THREADED LOCK DOWN QUICK RELEASE END CAPS SHALL BE SEALED BY A RUBBER RING, SCREW DOWN

CAPS THAT UTILISE STAINLESS STEEL SCREWS ARE NOT PERMITTED.

5. FOR TYPICAL INSTALLATION DETAILS OF PROPERTY CONNECTION OPTIONS AND THE INSPECTION TEES

AND FOR THE CONNECTION POINT DEPTH CONTROL, REFER SEQ-SEW-1104-1.

6. DIMENSIONS ARE IN MILLIMETRES UNLESS SHOWN OTHERWISE.

150 mm LAYERS OF

EMBEDMENT COMPACTED

EVENLY EXTENDING ACROSS

AND ALONG TRENCHES

45° REINFORCED JUNCTION.

REFER TO NOTE 2.

5° MAX ROTATION OFF VERTICAL

REFER TYPE 'D' JUNCTION TABLE

REINFORCED

45° BEND

PRO

PERTY

O

W

N

ERS

M

AIN

TEN

AN

CE

RESPO

N

SIBILITY

SERVICE PROVIDER

MAINTENANCE

RESPONSIBILITY

DN150 TO

DN300

SEWER

TYPE D

PROPERTY CONNECTION

TYPICAL CONNECTION

MAINTENANCE RESPONSIBILITY

(TYPE A SHOWN)

FU

TU

R

E SAN

ITAR

Y

D

RAIN

SHORT PIPE 500 MAX

EACH END OF FITTINGS

10 mm THICK uPVC

GUSSET WELDED IN

PLACE.

3 x COATS OF 300g

CHOPPED STRAND MAT

WITH A VINYLESTER

RESIN AND 2 x

VINYLESTER FLOW

COATING TOP COATS.

PROVIDE 150 MIN

OF RISER PIPE

FUTURE SLIPPAGE

RISER PIPE WITNESS MARK

DN100=100 & DN150=106

FOR BEND DETAILS

REFER TYPE 'D'

JUNCTION TABLE

TREN

CH

ED

GE

TRENCH EDGE

SIDE BOUNDARY

(MINIMUM OF 1 MAXIMUM OF 4)

TYPE D JUNCTIONS USED FOR

SEWERS DEEPER THAN 2500

INSPECTION TEES

LOT 1 AND LOT 2

INSPECTION TEES

LOT 3 AND LOT 4

EMBEDMENT

PLAN

REAR PROPERTY BOUNDARY

ORG DATE:

CoGC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1105-1 C

1/1/2013

B

C

19/06/15

02/01/19

MAINTENANCE RESPONSIBILITY DETAIL AMENDED.

DRAWING TITLE, REMOVED UW BOXED NOTE, MINOR CHANGES

NOT TO SCALE



TYPICAL CONSTRUCTION DETAILS

RIGSS - SHEET 2

LEGEND

VERTICAL RISER

CUSTOMER'S HOUSE DRAIN -

INSPECTION SHAFT RISER TO COMPLY

WITH AS/NZS 3500.2

SS

SS

SS

SS

SS

S

S

FRO

NT PRO

PERTY

BO

UN

DARY

SSS

S

S

S

SSS

FRO

NT

PRO

PERTY

BO

UN

DARY

SEW

ER FLO

W

LOT F

LOT E

LOT D

LOT C

LOT B

LOT A

ROAD RESERVE

SS

SS

SS

SS

SS

SS

SS

REAR

PRO

PERTY

BO

UN

DARY

SEW

ER FLO

W

S

S

S

SS

SSSS

S

S

LOT EE1

FRONT

ALLOTMENT

LOT EE2

LOT FF

LOT GGLOT DD

LOT CC

LOT BB

LOT AA

TERMINAL

ENTRY

POINT

RESERVE

RO

AD

NOTES

1. MAXIMUM DEPTH TO PROPERTY CONNECTION INVERT

SHALL BE 1500 mm.

2. CONCRETE SHALL BE CLASS N20 TO WSA PS-357 EXCEPT

FOR MAINTENANCE HOLES WHICH ARE SPECIAL CLASS TO

WSA PS-358.

3. EACH SINGLE RESIDENTIAL ALLOTMENT SHALL BE SERVED

BY A MINIMUM DN110 PROPERTY CONNECTION. FOR

OTHER PREMISES, THE DIAMETER OF PROPERTY

CONNECTIONS SHALL BE PROVIDED AS SPECIFIED IN

THIS CODE.

4. PROPERTY CONNECTION JUNCTIONS SHALL BE LOCATED

1.2 m FROM THE DOWNSTREAM ALIGNMENT. IF THIS IS

NOT POSSIBLE PROPERTY CONNECTION JUNCTIONS SHALL

NOT BE GREATER THAN 3.5 m FROM THE DOWNSTREAM

ALIGNMENT.

5. THE CENTRE OF THE OPENING OF PROPERTY CONNECTION

BRANCHES SHALL EXTEND INTO THE PROPERTY A

MINIMUM OF 300 mm AND A MAXIMUM OF 750 mm.

UNITYWATER REQUIRES MINIMUM EXTENSION OF 500 mm

INTO PROPERTY.

6. PROPERTY CONNECTION BRANCHES OF DN110 SHALL BE

GRADED AT A MIN OF 1 IN 60. FOR DN160 PC BRANCHES

THE GRADE SHALL BE MIN 1 IN 100.

7. THE OBVERT LEVEL OF THE PROPERTY CONNECTION

JUNCTION SHALL NOT BE LOWER THAN THE OBVERT LEVEL

OF THE SEWER AT THE JUNCTION.

8. ALL PIPES, FITTINGS AND CONCRETE SHALL HAVE A

MINIMUM COVER OF 1150 mm IN FOOTPATHS AND

ROADWAYS.

9. LOCATE SEWERS AND PROPERTY CONNECTIONS AS

SHOWN ON THE DRAWINGS.

10. REFER DRAWING No SEQ-SEW-1106-2 TO

SEQ-SEW-1106-6 FOR PROPERTY CONNECTION DETAILS.

11. UNITYWATER REQUIRES INSTALLATION OF A FIBREGLASS

REINFORCED uPVC INSPECTION TEE AT ALL PROPERTY

CONNECTION POINTS DOWNSTREAM OF CUSTOMER

DRAINS, REFER SEQ-SEW-1104-1 NOTE 2.


SEWER IN ROAD RESERVE


SEWER AT REAR OF LOTS

S

PE/PVC ADAPTOR

S

S

BO

UN

DARY

PRO

PERTY

O

W

N

ERS

M

AIN

TEN

AN

CE

RESPO

N

SIBILITY

SERVICE PROVIDER

MAINTENANCE

RESPONSIBILITY

DN160 TO

DN315

SEWER

UNITYWATER TYPICAL CONNECTION

MAINTENANCE RESPONSIBILITY

HCB TYPE A

FUTURE SANITARY

DRAIN

FRO

NT PRO

PERTY

PE/PVC

CONNECTOR

PVC INSPECTION

TEE REFER

SEQ-SEW-1104-1

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1106-1 C

1/1/2013

B

C

19/06/15

12/02/19

REMOVE SEDIMENT TRAPS. MINOR CHANGES TO NOTES.

DWG REFS AMENDED, NOTE 11 AND UNITYWATER DETAIL ADDED

NOT TO SCALE


PE NUSEWERS


TYPICAL LAYOUT

ELEVATION - TYPE A1

PVC SOCKET WITH

CAP SEE NOTE 5

FSL

CUSTOMER'S HOUSE DRAINPROPERTY CONNECTION SEWER

PRO

PERTY

MIN. 300

MAX. 750

PLAN - TYPE A2

FSL

ELEVATION - TYPE A2

GRADE MIN 1 IN 100

FOR DN160

PLAN - TYPE A1

CLASS N20 CONCRETE

CLASS N20

CONCRETE

45° SWEEP BEND

45°JUNCTION OR

APPROVED SADDLE (REFER NOTE 7)

BO

UN

DARY

15

00

M

AX

15

00

M

AX

50x25 H.W. STAKE

600 LONG

ORANGE PVC CONDUIT 40Ø

SECURELY TAPED TO H.W.

STAKE

50x25 H.W. STAKE

600 LONG

ORANGE PVC CONDUIT

40Ø SECURELY TAPED TO

H.W. STAKE

2000

2000

CLASS N20 CONCRETE

45° JUNCTION OR

APPROVED SADDLE

C

U

S

T

O

M

E

R

'

S

H

O

U

S

E

D

R

A

I

N

P

R

O

P

E

R

T

Y

C

O

N

N

E

C

T

I

O

N

S

E

W

E

R

450

150

150

150

150

CLASS N20

CONCRETE

150

150

150

150

450

BO

UN

DARY

PE/PVC ADAPTOR MIN

SOCKET DEPTH 180 mm

GRADE MIN 1 IN 60

FOR DN110

PRO

PERTY

PE/PVC ADAPTOR MIN

SOCKET DEPTH 180 mm

PVC SOCKET WITH

CAP SEE NOTE 5

UNITYWATER REQUIRES

INSPECTION TEE AT PROPERTY

CONNECTION POINTS,

REFER SEQ-SEW-1106-1 NOTE 11

NOTES

1. ALL PROPERTY CONNECTION SEWERS SHALL HAVE A PE/PVC

ADAPTOR.

2. ORANGE PVC CONDUIT AND HARDWOOD STAKE SHALL BE INSTALLED

AT THE END OF EACH PROPERTY CONNECTION AS SHOWN.

3. PROVIDE MIN150 CONCRETE CLASS N20 SURROUND TO JUNCTIONS

WHERE SHOWN ON DRAWINGS. THE CONCRETE SURROUND SHALL BE

MIN 450 IN LENGTH OR TO SUIT THE JUNCTION LENGTH

4. FOR MORE NOTES REFER DRAWING SEQ-SEW-1106-1.

5. A PVC SOCKET WITH RUBBER SEALED SCREWED CAP IS REQUIRED

BEFORE HOUSE DRAIN PLUMBING IS CONNECTED INTO THE PE/PVC

ADAPTOR.

6. FOR RADIUS OF A SWEEP BEND REFER TO CLAUSE 4.3.7 OF

SEWERAGE CODE.

7. AN 88° SWEEP JUNCTION MAY BE USED IN LIEU OF A 45° JUNCTION

AND 45° SWEEP BEND.

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1106-2 C

1/1/2013

B

C

19/06/15

11/04/18


BOXED NOTE ADDED FOR UNITYWATER

NOT TO SCALE


PE NUSEWERS

TYPICAL PROPERTY CONNECTION


60

1

PB*

2

1

1

60

MH

3**

MH

PB*

4**

PROPERTY CONNECTION TABLE

(MIN)

(MIN)

FLO

W

ELEVATION - TYPE A3

150

FLO

W

ELEVATION - TYPE A4

150

ORANGE PVC CONDUIT

40Ø SECURELY TAPED

TO H.W. STAKE 2000

TOTAL HEIGHT

PRO

PERTY

BO

UN

DARY

GRADE MIN 1 IN 60 FOR DN110


ORANGE PVC CONDUIT

40Ø SECURELY TAPED

TO H.W. STAKE 2000

TOTAL HEIGHT

MIN 300

MAX 750

NOTES

1. REFER DWG No SEQ-SEW-1106-1 & 2 FOR NOTES.

50x25 H.W. STAKE

600 LONG

TYPE A

FULL DEPTH

SEWER DEPTH <1500

250 250

250 250

50x25 H.W.

STAKE 600

LONG

MS MS

60

PB*

1

(MIN)

* PB STANDS FOR PROPERTY BOUNDARY.

** THIS DRAWING SHALL BE USED IN CONJUNCTION WITH SEQ-SEW-1301-2 & 4 AND SEQ-SEW-1315-1 FOR

TYPES A3 & A4.



TO

F

SL

15

00

M

AX

TO

F

SL

15

00

M

AX

PE/PVC ADAPTOR MIN

SOCKET DEPTH 180 mm


NOTE 5 OF SEQ-SEW-1106-2

PE/PVC ADAPTOR MIN

SOCKET DEPTH 180 mm



PE/PVC ADAPTOR AND

PVC SOCKET WITH CAP

180 110PE CUT

TO SUIT

MOULDED PE/PVC ADAPTOR

PVC SOCKET

RRJ

SCREWED CAP

WITH RUBBER

SEAL

UNITY WATER REQUIRES


CONNECTION POINTS,


ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1106-3 C

1/1/2013

B

C

19/06/15

11/04/18


REF AMENDED IN BOXED NOTE

NOT TO SCALE


PE NUSEWERS



FLO

W

150

PRO

PERTY

BO

UN

DARY

MIN 300

MAX 750

1. REFER DRAWING No. SEQ-SEW-1106-1 & 2 FOR NOTES.


FSL

CLASS N20

CONCRETE

1**

2** 3*** 4***

SLOPED CONNECTION

SEWER DEPTH > 1500

TYPE B

MHMH

PB*

PB*


NOTES

15

00

M

AX

FSL

1500 M

AX

50x25 H.W.

STAKE 600

LONG

ORANGE PVC CONDUIT

40Ø SECURELY TAPED

TO H.W. STAKE

ELEVATION - TYPE B2

(B1 SIMILAR)

ELEVATION - TYPE B4

(B3 SIMILAR)


SECURELY TAPED TO H.W.

STAKE

50x25 H.W.

STAKE 600

LONG

2000

2000

REFER TO CODE

FOR BULKHEAD

OR TRENCHSTOP

REQUIREMENTS

PB*

CUSTOMER'S

HOUSE DRAIN


PRO

PERTY

MIN. 300

MAX. 750

CLASS N20 CONCRETE

45° SWEEP BEND

45°JUNCTION OR

APPROVED SADDLE

(OR 88° SWEEP JUNCTION)

150

150

450

BO

UN

DARY

REFER TO CODE

FOR BULKHEAD

AND TRENCHSTOP

REQUIREMENTS

CUSTOMER'S

HOUSE DRAIN


PRO

PERTY

BO

UN

DARY

SWEEP BEND

DEGREE TO

SUIT

150

150

SWEEP BEND

DEGREE TO

SUIT

PLAN - TYPE B2

(B1 SIMILAR)


** TYPES B1 & B2 MAY ONLY BE USED FOR SEWER DEPTHS UP TO 3 METRES.

*** THIS DRAWING SHALL BE USED IN CONJUNCTION WITH SEQ-SEW-1301-2 & 4 AND SEQ-SEW-1315-1

FOR TYPES B3 & B4.

PE/PVC ADAPTOR MIN

SOCKET DEPTH 180 mm






UNITYWATER REQUIRES


CONNECTION POINTS,


ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1106-4 C

1/1/2013

B

C

19/06/15

11/04/18

REMOVE SEDIMENT TRAPS. CHANGES TO NOTES & TABLE.

UW BOXED NOTE ADDED

NOT TO SCALE


PE NUSEWERS


TYPE B1 TO B4 SLOPED CONNECTIONS

PROPERTY

CONNECTION SEWER

CUSTOMER'S

HOUSE DRAIN

1**

2** 3*** 4***

VERTICAL RISER

AND MH/MS DROP

PB*

PB*

TYPE C

MH MH


MS MS

PB*

45° JUNCTION OR

APPROVED SADDLE


SWEEP BEND

DEGREE TO SUIT

FSL

45° SWEEP BEND

45° JUNCTION OR

APPROVED SADDLE


DN160 ~ DN315

MIN 150 EMBEDMENT

SURROUND IN

150 LAYERS


WELDED

END CAP

CLASS N20 CONCRETE

DOUBLE

CONNECTION

(IF REQUIRED)

1500 M

AX

NOTES:

150

FSL

1500 M

AX

PLAN - TYPE C1 AND C2

1. MAX. 2 DN110 CONNECTIONS OR 1 DN160

CONNECTION FOR EACH VERTICAL RISER

OR MAINTENANCE SHAFT.

2. REFER SEQ-SEW-1106-1 & 2 FOR MORE

NOTES.

3. DIAMETER OF RISER IS NOT TO BE LESS

THAN THE LARGEST CONNECTED

PROPERTY SEWER.

ELEVATION - TYPE C1 AND C2

VERTICAL RISER SINGLE OR DOUBLE CONNECTIONS

250

2000

ORANGE PVC CONDUIT

40Ø SECURELY TAPED

TO H.W. STAKE

ORANGE PVC CONDUIT

40Ø SECURELY TAPED

TO H.W. STAKE

SECTION - TYPE C4

(C3 SIMILAR)

2000

PRO

PERTY

50x25 H.W.

STAKE 600 LONG

50x25 H.W.

STAKE 600

LONG

MIN 300

MAX 750

PRO

PERTY

BO

UN

DARY

TYPE C1TYPE C2

150

150

150

150

BO

UN

DARY

GRADE MIN 1 IN 60

FOR DN110

MIN 300

MAX 750

PROPERTY

CONNECTION SEWER

CUSTOMER'S

HOUSE DRAIN


** TYPES C1 & C2 MAY ONLY BE USED FOR SEWER DEPTHS UP TO 3 METRES.

*** THIS DRAWING SHALL BE USED IN CONJUNCTION WITH SEQ-SEW-1301-2 & 4 AND

SEQ-SEW-1315-1 FOR TYPES C3 & C4.

MIN

250

SEWER DEPTH > 1500

750

MIN

750


PE/PVC

ADAPTOR MIN

SOCKET DEPTH

180 mm

PVC SOCKET WITH

CAP SEE NOTE 5 OF

SEQ-SEW-1106-2

PE/PVC ADAPTOR MIN

SOCKET DEPTH 180 mm



GRADE MIN 1 IN 100

FOR DN160

RISER TO BE DN110 OR DN160

REFER NOTE 3

PE/PVC ADAPTOR MIN

SOCKET DEPTH 180 mm

UNITYWATER REQUIRES


CONNECTION POINTS,


ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1106-5 C

1/1/2013

B

C

19/06/15

11/04/18

REMOVE SEDIMENT TRAPS. CHANGES TO NOTES & TABLE.

REF AMENDED IN BOX NOTE

NOT TO SCALE


PE NUSEWERS


TYPE C1 TO C4 VERTICAL RISER

PLAN

MIN. 300

MAX. 750


CUSTOMER'S HOUSE DRAIN

MIN. 300

MAX. 750

PROPERTY

BOUNDARY

45° SWEEP

BEND

45° JUNCTION OR

APPROVED SADDLE


FSL

GRAD

E MIN

1 I

N 1

00 FO

R D

N160 P

RO

PERTY C

ON

NEC

TION

S

FLO

W

1. FOR NOTES REFER DRAWING SEQ-SEW-1106-1 & 2.

2. UNITYWATER REQUIRES INSPECTION TEE AT

PROPERTY CONNECTION POINTS, REFER

SEQ-SEW-1106-1 NOTE 11.

NOTES:

2000

1500 M

AX

ELEVATION

TWIN PROPERTY CONNECTIONS

50x25 H.W. STAKE

600 LONG


SECURELY TAPED TO H.W. STAKE

TYPE A CONNECTION SHOWN. REFER DWG.

SEQ-SEW-1106-4 & SEQ-SEW-1106-5 FOR

TYPE B AND TYPE C CONNECTIONS.

CLASS N20 CONCRETE

450

150

150

CLASS N20

CONCRETE

150

150

45° SWEEP

BEND

45° JUNCTION OR

APPROVED SADDLE

GRAD

E MIN

1 I

N 6

0 FO

R D

N110 P

RO

PERTY C

ON

NEC

TION

S



PE/PVC ADAPTOR MIN

SOCKET DEPTH 180 mm

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1106-6 C

1/1/2013

B

C

19/06/15

11/04/18


UW CROSS REMOVED, NOTE 2 ADDED, PIPE SIZES REMOVED ON PLAN VIEW

NOT TO SCALE


PE NUSEWERS

TYPICAL TWIN PROPERTY CONNECTIONS

EASILY PENETRATED 40 mm WITH THUMB.SOFT

MODERATE EFFORT NEEDED TO PENETRATEFIRM

STIFF

READILY INDENTED WITH THUMBNAIL.VERY STIFF

INDENTED WITH DIFFICULTY BY THUMBNAIL.HARD

30 mm WITH THUMB.

PENETRATED ONLY WITH GREAT EFFORT.READILY INDENTED WITH THUMB BUT

SOIL CLASSIFICATION FIELD IDENTIFICATION TEST

CLA

Y S

OIL

S

LOOSE CLEAN SAND TAKES FOOTPRINT MORE THAN 10 mm DEEP.

TAKES FOOTPRINT 3 mm TO 10 mm DEEP.MEDIUM-DENSE

DENSE CLEAN SANDTAKES FOOTPRINT LESS THAN 3 mm DEEP.

CLEAN SAND

OR GRAVEL

SAN

D &

GRAVEL

RO

CK DECOMPOSED ROCK

BROKEN ORJOINTS (BREAKS IN ROCK) SPACED AT LESSDIGGABLE. HAMMER BLOW "THUDS".

THAN 300 mm APART.

SOUND ROCKDIGGABLE. HAMMER BLOW "THUDS".JOINTS (BREAK IN ROCK) SPACED AT MORETHAN 300 mm APART.

UNCOMPACTED FILLDOMESTIC REFUSE

OBSERVATION AND KNOWLEDGE OF THE SITE HISTORY.

CONDUCT ALL NATIVE SOIL IDENTIFICATION TESTS ON A FRESHLY EXPOSED, DAMP, HANDTRIMMED AREA OF THE TRENCH WALL IN THE PIPE ZONE. TAKE CARE THAT THE SOILIN THE EXPOSED TEST AREA IS NOT COMPACTED OR LOOSENED DURING TRENCH EXCAVATION.IF THE SOIL IN THE TRENCH FLOOR AND WALL IS VERY DRY AT THE TIME THE TRENCH ISOPENED THEN FLOOD THE TEST AREA AND ALLOW TIME FOR THE WATER TOBE ABSORBED BY THE SOIL BEFORE IT IS TRIMMED AND TESTED.

PREPARING THE TEST AREA:

EASILY. INDIVIDUAL CLAY PARTICLES ARE HARD TO SEE.

IDENTIFYING CLAY SOILS:

NEED SOME EFFORT TO MOULD WITH THE FINGERS WHEN WET. CLAY WILL NOT WASH OFFA LUMP OF CLAY SOIL WILL BE DIFFICULT TO BREAK WHEN DRY. IT WILL BE STICKY AND

THE THUMBNAIL ARE USED TO DETERMINE THE CONSISTENCY (STRENGTH) OF THE CLAYCLAY SOILS ARE BEST TESTED IN THE WALL OF THE TRENCH. THE FIST, THE THUMB OR

TESTING CLAY SOILS:

(SEE TABLE.)

IF IT CAN BE PICKED UP AT ALL, WILL CRUMBLE WITH VERY LITTLE EFFORT. CLEAN SANDTHE INDIVIDUAL GRAINS OF SAND WILL BE VISIBLE TO THE EYE. A LUMP OF CLEAN SAND,

IDENTIFYING CLEAN SAND SOILS:

WASHES OFF EASILY.

BOOT IS RELATED TO THE DENSITY OF THE SAND (SEE TABLE). TAKE CARE TOTHE WHOLE BODY WEIGHT ON ONE FOOT. THE DEPTH OF THE DEPRESSION LEFT BY THECLEAN SAND SOILS ARE BEST TESTED IN THE FLOOR OF THE TRENCH BY PUSHING WITH

TESTING CLEAN SAND SOILS:

ENSURE THAT THE SAND IN THE TRENCH FLOOR WAS NOT COMPACTED OR LOOSENEDDURING THE EXCAVATION OF THE TRENCH OR THE TRIMMING OF THE TEST AREA.

USUALLY CONTROLLED BY THE JOINTS IN IT, RATHER THAN THE INHERENT STRENGTH OF THEBETWEEN JOINTS IS IMPORTANT BECAUSE THE ALLOWABLE BEARING PRESSURE ON ROCK ISJOINTS IN THE ROCK. (JOINTS ARE COMMONLY CALLED CRACKS OR BREAKS). THE SPACINGWITH WHICH THE ROCK CAN BE DUG WITH A PICK, AND ESTIMATING THE SPACING OF THETHE RECOMMENDED FIELD IDENTIFICATION TESTS FOR ROCK RELY ON OBSERVING THE EASE

TESTING ROCK:

ALSO BE OPEN (FILLED WITH AIR) OR FILLED WITH SOFT CLAY OR OTHER SOIL.BLOCK OF ROCK. JOINTS MAY BE TIGHTLY CLOSED (LIKE HAIRLINE CRACKS), BUT CAN

AHBP kPa

50

50

50

100

200

50

50

100

200

100

50

SPECIAL GEOTECHNICAL ASSESSMENT REQUIRED

AHBP ALLOWABLE HORIZONTAL BEARING PRESSURE FOR:

*

*

*

*

*

VERY SOFT EASILY PENETRATED 40 mm WITH FIST. *50

LEGEND

ADDITIONAL INFORMATION PROVIDED IN SEW-1200 SERIES COMMENTARY

- CENTRE OF THRUST 800 mm BELOW THE NATURAL SURFACE LEVEL.

- 10 mm MOVEMENT.

(EXCLUDES ENGINEERED FILL AND DISTURBED GROUND AND GROUNDWITH HIGH WATER TABLE)

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC




SOIL CLASSIFICATION GUIDELINESAND ALLOWABLE BEARING PRESSURESFOR ANCHORS AND THRUST BLOCKS

NOTES

150

NOMINALDIAMETER (DN)

MINIMUMCLEARANCE

"Lc"TO AS/NZS 2566.1

SPRING LINE TRENCH CLEARANCE

TRENCH WIDTH TO BE SUFFICIENTTO SAFELY LAY THE PIPE AND

EM

BED

MEN

T OVERLAY

SIDE

BEDDING

OVER-EXCAVATION

SUPPORT

TRENCH FILL

ORIGINAL MATERIAL ORIMPORTED MATERIAL OF

EQUAL QUALITY

ZONE MATERIAL

150 M

IN

"Lc""Lc"

ROAD SURFACE

INORGANIC FILLWITH 75 MAXIMUM

STONE SIZE

SUPPORT

OVER-EXCAVATION

EM

BED

MEN

T

BEDDING

SIDE

OVERLAY

TRENCH FILL

ROAD

SURFACE

COMPACT THE SIDE SUPPORT ZONE.

BASE

FINISHED SURFACE LEVEL

DESIGN TRENCH LEVEL

MARKINGTAPE #

VEHICULAR LOADINGNO VEHICULAR LOADING

PROVIDE POCKETS IN BEDDING,AT JOINTS PRIOR TO LAYINGPIPES. FILL VOID DURINGPLACEMENT OF EMBEDMENT.

PIPE JOINT BEDDING POCKETS

TOROAD

REQUIREMENTSTO ROAD OWNER'S

OR

ROAD OWNER'S

TO MATCH EXISTINGROAD BASE OR TO

REQUIREMENTS

MATERIALZONE

VERGE & TRACK

200


300

350

ORTOPSOIL

FOOTWAY SURFACE

SURFACE LAYER MATCH EXISTING COURSE

HAUNCH SUPPORT

EG. PARKLANDS, FOOTWAYS)VEHICLES LOADINGS OCCUR

(INCLUDES LOCATIONS WHERE OCCASIONAL

STONE SIZE

INORGANIC FILLWITH MAXIMUM 75

TO ROAD OWNER'SREQUIREMENTS

OR

SPRING LINE

FOR JOINT PROJECTIONS (SOCKETS, FLANGES ETC)

25 -

50

EMBEDMENT MATERIAL INACCORDANCE WITH DESIGN

DRAWINGS AND SEQ-SPREQUIREMENTS.

WHERE APPROVED BY SEQ-SPBEDDING MAY BE OMITTED IF

TRENCH BASE IS GRANULAR SAND

EMBEDMENT MATERIAL INACCORDANCE WITH DESIGN

DRAWINGS AND SEQ-SPREQUIREMENTS.

WHERE APPROVED BYSEQ-SP BEDDING MAY BEOMITTED IF TRENCH BASE

IS GRANULAR SAND.

INORGANIC FILL WITH 75MAXIMUM STONE SIZE

1. ALL DIMENSIONS IN MILLIMETRES.2. BEDDING - SPECIAL BEDDING SHALL BE SPECIFIED TO

SUIT THE CONDITIONS IF THE TRENCH FLOOR HAS:- IRREGULAR OUTCROPS OF ROCK.- AHBP OF <50 kPa (SEE SEQ-WAT-1200-01), OR- UNCONTROLLED GROUND WATER HAS DISTURBEDTHE FLOOR OF THE TRENCH.

3. EMBEDMENT, TRENCH FILL AND COMPACTION TO MEETTHE REQUIREMENTS OF WSA-02 PART 3 AND THERELEVANT SEQ-SP.

4. SIDES OF EXCAVATION TO BE KEPT VERTICAL TO ATLEAST 150 ABOVE THE PIPE.

5. DESIGNER TO CHECK ON RELEVANT ROADAUTHORITIES REQUIREMENTS.

6. ADDITIONAL INFORMATION PROVIDED INSEQ-WAT-1200 SERIES COMMENTARY.

≤300

>300-≤450

>450-≤900

>900-≤1500

# SPECIFIED BY THE DESIGNER IN DESIGN DRAWINGS

LEGEND:

PIPE COVER

750

900

1200

PRIVATERESIDENTIALPROPERTY SUBJECTTO VEHICULARLOADING

FOOTWAYS,NATURE STRIPS,INDUSTRIALPROPERTY, SEALEDROAD PAVEMENTSOTHER THANARTERIAL ROADSSUBJECT TOVEHICULARLOADING

SEWER IN AFOOTWAYCONTAINING ADN225 TO DN300WATER MAIN

UNSEALED ROADCARRAIGEWAYS

PRIVATERESIDENTIALPROPERTY ANDPUBLIC LAND NOTSUBJECT TOVEHICULARLOADING

600 - NEWDEVELOPMENTS450 - EXISTINGDEVELOPMENTS

MARKINGTAPE #

(1150 FOR QUU)

900

(1650 FOR QUU)

ARTERIAL ROADCARRAIGEWAYS

FUTURE ROAD,RAIL AND TRAMPAVEMENTS

1200

1200

LOCATION MINIMUM

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC




EMBEDMENT & TRENCHFILLTYPICAL ARRANGEMENT

FOR FLEXIBLE & RIGID PIPES ( REFER NOTE 3 )

FOR RIGID PIPES ONLY ( REFER NOTE 3 )

TYPE 3 SUPPORT

TYPE 1 SUPPORT TYPE 2 SUPPORT

TYPE 4 SUPPORT - WITH GEOTEXTILEFOR FLEXIBLE & RIGID PIPES ( REFER NOTE 3 )

FOR RIGID PIPES ONLY ( REFER NOTE 3 )

NOTES

TRENCH FLOOR (REFER NOTE 5)

AS SPECIFIEDGRANULAR MATERIAL

TREN

CH

FIL

LPI

PE E

MBED

MEN

T

PIPE

EM

BED

MEN

TTREN

CH

FIL

L

PIPE

EM

BED

MEN

TTREN

CH

FIL

L

PIPE

EM

BED

MEN

TTREN

CH

FIL

L

150 M

IN -

NO

N T

RAFF

ICABLE

300 M

IN -

TRAFF

ICABLE

0.25 x DIA

(REFER NOTE 9) (REFER NOTE 9)AS SPECIFIEDGRANULAR MATERIAL


MATERIAL AS SPECIFIEDSELECTED EMBEDMENT SELECTED EMBEDMENT

MATERIAL AS SPECIFIED

0.5 x DIA

100-150(REFER NOTE 6)

100-150(REFER NOTE 6)

300 M

IN -

TRAFF

ICABLE

150 M

IN -

NO

N T

RAFF

ICABLE

300 M

IN -

TRAFF

ICABLE

150 M

IN -

NO

N T

RAFF

ICABLE

(REFER NOTE 6)100-150

150 M

IN -

NO

N T

RAFF

ICABLE

300 M

IN -

TRAFF

ICABLE

150 M

IN

GRANULAR MATERIAL

(REFER NOTE 9)AS SPECIFIED

(REFER NOTE 9)AS SPECIFIEDGRANULAR MATERIAL


(REFER NOTE 7)GEOTEXTILE OVERLAY

(REFER NOTE 8)GEOTEXTILE

(REFER NOTE 8)FABRIC LAP

1. ALL DIMENSIONS IN MILLIMETRES.2. THIS DRAWING TO BE READ IN CONJUNCTION WITH

SEQ-SEW-1200 SERIES DRAWINGS.3. PIPE CLASSIFICATION

(a) RIGID PIPES: VC AND RC(b) FLEXIBLE PIPES: PVC, GRP, STEEL, DI AND PE.

4. PLACEMENT OF EMBEDMENT, TRENCHFILL &COMPACTION TO MEET THE REQUIREMENTS OF THECODE.

5. EXCAVATE OR COMPACT TRENCH FLOOR TO PROVIDEA FLAT FIRM BASE TO SUPPORT BEDDING MATERIALAND MIMIMISE PIPELINE SETTLEMENT. WHENEXCAVATED, REPLACE WITH GRANULAR MATERIAL ASSPECIFIED FOR BEDDING OR ADOPT TYPE 5, 6, 7 OR 8SUPPORT AS REQUIRED.

6. ENSURE BEDDING IS DEEP ENOUGH THAT PIPE JOINTPROJECTIONS (SOCKETS, FLANGES) DO NOT TOUCHTRENCH FLOOR.

7A. GEOTEXTILE TO BE USED WHERE TRENCH FILL IS AMIGRATORY NATIVE SOIL OR SAND OR FINE CLAYMATERIAL.

7B. TYPE 4 SUPPORT TO BE USED WHERE MIGRATORYNATIVE SOILS 7B. (SANDS & CLAYS) AREENCOUNTERED ADJACENT TO THE EMBEDMENT ZONEAND SINGLE SIZE AGGREGATE IS USED:

8. LAY GEOTEXTILE FILTER FABRIC AGAINST TRENCHFLOOR AND WALLS SUCH THAT IT FULLY ENCASESTHE EMBEDMENT.- PRESS FABRIC INTO THE VOIDS BEFOREINSTALLING EMBEDMENT TO PREVENT FABRICTEARING.- PROVIDE A MINIMUM OF 250 OVERLAP AT ALLFABRIC JOINTS.

9. PURCHASE SPECIFICATIONS FOR EMBEDMENTMATERIAL ARE DETAILED IN THE SEQ CODEACCEPTED PRODUCTS AND MATERIALS LIST. TRENCHFILL SHALL COMPLY WITH SEQ-SEW-1200-2.

10. DETECTABLE MARKER TAPE SHALL BE PROVIDEDEITHER ABOVE THE EMBEDMENT ZONE OR 1000BELOW THE F.S.L, WHICHEVER IS CLOSEST TO F.S.L.

11. EMBEDMENT TYPES TO BE SPECIFIED IN DESIGNDRAWINGS.

MARKING TAPE(REFER NOTE 10)

MARKING TAPE

MARKING TAPE(REFER NOTE 10)

MARKING TAPE

(REFE

R N

OTE 9

)(R

EFE

R N

OTE 9

)

(REFE

R N

OTE 9

)(R

EFE

R N

OTE 9

)ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC




TYPICAL STANDARD EMBEDMENTFLEXIBLE & RIGID PIPES

EMBEDMENT TYPES TO BE SPECIFIEDIN DESIGN DRAWINGS

NOTES

OVER E

XCAVATIO

NPI

PE E

MBED

MEN

T

OVER E

XCAVATIO

NPI

PE E

MBED

MEN

T

OVER E

XCAVATIO

NPI

PE E

MBED

MEN

T(R

EFE

R N

OTE 8

)TREN

CH

FIL

L

(REFE

R N

OTE 8

)TREN

CH

FIL

L

(REFE

R N

OTE 8

)TREN

CH

FIL

L

150 M

IN -

NO

N T

RAFF

ICABLE

300 M

IN -

TRAFF

ICABLE

150 M

IN -

NO

N T

RAFF

ICABLE

300 M

IN -

TRAFF

ICABLE

150 M

IN -

NO

N T

RAFF

ICABLE

300 M

IN -

TRAFF

ICABLE

75 MIN *

100 MIN200 MIN

100 MIN

75 MIN

100 MIN

UTILISING GEOTEXTILE PILLOW FOUNDATION(RIGID & FLEXIBLE PIPES)


(RIGID & FLEXIBLE PIPES)UTILISING CEMENT STABILISED FOUNDATION

TYPES 5 & 6 SUPPORT

GEOTEXTILE(REFER NOTE 7)

GRANULAR MATERIALAS SPECIFIED(REFER NOTE 8)

REINFORECEMENT(TYPE 6 ONLY)(REFER NOTE 5)

(REFER NOTE 4)CONCRETE

GRANULAR MATERIAL

(REFER NOTE 8)AS SPECIFIED

GEOTEXTILE FILTERFABRIC WRAP(REFER NOTE 3)

SIZED COARSE20 NOMINAL SINGLE

MATERIALCEMENT STABILISED

AS SPECIFIED(REFER NOTE 8)

GRANULAR MATERIAL

GEOTEXTILE(REFER NOTE 7)

* REFER NOTE5 FOR TYPE 6SUPPORT

AGGREGATE

1. ALL DIMENSIONS IN MILLIMETRES.2. USE THESE SUPPORT TYPES ONLY WHERE SPECIFIED BY THE DESIGNER. DETAILS TO BE

PROVIDED IN DESIGN DRAWINGS.3. LAY GEOTEXTILE FILTER FABRIC AGAINST THE TRENCH FLOOR AND WALL SUCH THAT IT

FULLY ENCASES THE FOUNDATION MATERIAL IN THE OVER EXCAVATION. EMBEDMENT(IF REQUIRED) ENCASE SEPARATELY. PROVIDE A MINIMUM OF 250 LAP AT ALL FILTERFABRIC JOINTS. REFER SEQ-SEW-1201-1 FOR GEOTEXTILE SYSTEM DETAILS.

4. UNREINFORCED CONCRETE TO BE CLASS N20, AND REINFORCED CONCRETE N25. FORAGGRESSIVE CONDITIONS USE SPECIAL CLASS CONCRETE.

5. MINIMUM STEEL REINFORCEMENT OF 0.4% OF CONCRETE CROSS SECTION PLACEDCENTRALLY AND WITH 65 MINIMUM COVER TO EXTERNAL FACE.REINFORCEMENT DETAILS FOR THE APPLICABLE LOADING TO BE INCLUDED IN THEDESIGN DRAWINGS.

6. BEDDING TO BE DEEP ENOUGH TO ENSURE PIPE JOINT PROJECTIONS (SOCKETS,FLANGES) DO NOT TOUCH FOUNDATION.

7. GEOTEXTILE FILTER FABRIC IS REQUIRED FOR AGGREGATE EMBEDMENT. (IE SINGLESIZED GRANULAR FILL ≥ 5 mm).

8. PURCHASE SPECIFICATIONS FOR EMBEDMENT MATERIAL ARE DETAILED IN THE SEQCODE ACCEPTED PRODUCTS AND MATERIALS LIST.TRENCH FILL SHALL COMPLY WITHSEQ-SEW-1200-2.

9. DETECTABLE MARKER TAPE, REFER NOTE 10 ON SEQ-SEW-1201-01.

MARKER TAPE MARKER TAPE MARKER TAPE

UTILISING CONCRETE FOUNDATIONNON-REINFORCED (TYPE 5)REINFORCED (TYPE 6)(RIGID & FLEXIBLE PIPES)USE LIMITED TO 1 000 SPANS OF LOW BEARINGCAPACITY GROUND. (SOFT CLAYS AND LOOSE SAND)LONGER LENGTHS SUBJECT TO INDIVIDUALASSESSMENT.

(REFER NOTE 9) (REFER NOTE 9) (REFER NOTE 9)

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC




TYPICAL SPECIAL EMBEDMENTINADEQUATE FOUNDATIONS REQUIRINGOVER EXCAVATION AND REPLACEMENT


SPIGOT/SOCKET JOINT

UTILISING CEMENT STABILISED EMBEDMENT

CONCRETE ENCASEMENT JOINT DETAILS

UTILISING CONCRETE EMBEDMENT(RIGID & FLEXIBLE PIPES)

SLEEVED COUPLING


(RIGID & FLEXIBLE PIPES)

NOTES

PIPE

EM

BED

MEN

TTREN

CH

FIL

L

PIPE

EM

BED

MEN

TTREN

CH

FIL

L

150 MIN

150 MIN

150 MIN

200 MIN

150 MIN

200 MIN LAP

150 MIN

1. ALL DIMENSIONS IN MILLIMETRES.2. USE THESE SUPPORT SYSTEMS WHERE SPECIFIED BY

DESIGNER. DETAILS TO BE PROVIDED IN DESIGNDRAWINGS, REFER NOTE 9.

3. USE UNREINFORCED CONCRETE CLASS N20 MIN, ANDREINFORCED CONCRETE N25 MIN.FOR AGGRESSIVE CONDITIONS USE SPECIAL CLASSCONCRETE.PLASTIC PIPES SHALL BE MANAGED FOR THERMALREVERSION AND FLOATATION.

4. WHERE SPECIFIED MINIMUM STEEL REINFORCEMENT OF0.4% CONCRETE CROSS SECTION PLACED CENTRALLY ANDWITH 65 MINIMUM COVER TO EXTERNAL FACE. SPECIFYREINFORCEMENT FOR THE APPLICABLE LOADING INDESIGN DRAWINGS.

5. CEMENT STABILISED SAND OR WELL GRADED CRUSHEDROCK TO BE 25:1 SAND:CEMENT (PLACED DRY).

6. DURING THE ENCASEMENT PROCESS PIPES WILL REQUIREA RESTRAINT SYSTEM TO PREVENT PIPE MOVEMENTAND/OR FLOTATION AND/OR THERMAL REVERSION.

7. PROVIDE DOWEL PINS, AS DETAILED IN DESIGNDRAWINGS AT EACH CONCRETE ENCASEMENT JOINT TOPREVENT PIPE DAMAGE.

8. SEE SEQ-SEW-1207-1 FOR TRENCH DRAINAGE DETAILS.9. THE USE OF TYPE 9 AND 10 TO BE APPROVED BY SEQ-SP.10. DETECTABLE MARKER TAPE, REFER NOTE 10 ON

SEQ-SEW-1201-1.

DOWEL PINS(REFER NOTE 7)

SEAL JOINT WITH FABRIC ORTAPE TO PREVENT CONCRETEENTERING JOINT

PROVIDE 12 THICK COMPRESSIBLEAND DURABLE MEMBRANE AT EACHFLEXIBLE JOINT

PROVIDE 12 THICKCOMPRESSIBLE ANDDURABLE MEMBRANE ATEACH FLEXIBLE JOINT

DOWEL PINS(REFER NOTE 7)

CEMENT STABILISEDSAND (REFER NOTE 5)

TRENCH DRAIN(SEE NOTE 8)

REINFORECEMENTAS SPECIFIED(REFER NOTE 4)

CONCRETE(REFER NOTE 3)

75 MINCLEARANCE

TRENCH DRAIN(SEE NOTE 8)

MARKER TAPE MARKER TAPE

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC




TYPICAL SPECIAL EMBEDMENTCONCRETE AND STABILISED SUPPORTS


NOTES

ALL PIPE TYPES (DI PREFERRED)

TYPE 11 SUPPORT

TYPE 13 SUPPORT(ALL PIPE TYPES)

90°

150

150MIN

(ALL PIPE TYPES)

TYPE 12 SUPPORT

150

200

150

MAINTENANCE HOLES

PILE FOUNDATION FOR

150 MIN

PILE LOCATIONS

SECTION A-

-A

NOTE: THIS METHOD ALSO RESTRICTS PIPE FLOTATION>DN 375 TWIN PILE≤DN 375 SINGLE PILE

≤DN 300 SINGLE PILE>DN 300 TWIN PILE

MAINTENANCE HOLESTRUCTURE

TWIN PILE ARRANGEMENT

FOR EMBEDMENTSEE TYPE 9 SUPPORT

1. ALL DIMENSIONS IN MILLIMETRES.2. USE THESE SUPPORT TYPES WHERE SPECIFIED BY DESIGNER AND

WHERE APPROVED BY SEQ-SP. PILE DETAILS AND SPACINGS TO BEAS SHOWN IN DESIGN DRAWINGS.

3. LAY GEOTEXTILE FILTER FABRIC AGAINST THE TRENCH FLOOR ANDWALL SUCH THAT IT FULLY ENCASES THE EMBEDMENT. PROVIDEMINIMUM 250 LAP AT ALL FILTER FABRIC JOINTS.

4. USE UNREINFORCED CONCRETE CLASS N20 MIN, AND REINFORCEDCONCRETE N25 MIN. FOR AGGRESSIVE CONDITIONS USE SPECIALCLASS CONCRETE. PLASTIC PIPES SHALL BE MANAGED FOR THERMALREVERSION AND FLOATATION.

5. MINIMUM STEEL REINFORCEMENT OF 0.4% OF CONCRETE CROSSSECTION PLACED CENTRALLY AND WITH 65 MINIMUM COVER TOEXTERNAL FACE. SPECIFY REINFORCEMENT FOR THE APPLICABLELOADING IN DESIGN DRAWINGS.

6. SEE SEQ-SEW-1207-1 IF CONTINUOUS TRENCH DRAINAGE REQUIRED.7. SEE CODE FOR TABLES DETAILING SOIL CHARACTERISTICS, PIPE

DETAILS AND LOADS.8. DESIGN PILES IN ACCORDANCE WITH AS 2159.9. DETECTABLE MARKER TAPE, REFER NOTE 10 ON SEQ-SEW-1201-1.

GEOTEXTILE FILTERFABRIC (SEE NOTE 3)

GRANULAR MATERIALAS SPECIFIED

225x38 HARDWOODPLANKS (SEE NOTE 2)

225x50 HARDWOOD CLEAT

PILES TO BE HARDWOOD,CONCRETE OR OTHERAPPROVED MATERIALS DN 150OR 150x150 MIN. (SEE NOTE 2)

PIPEEMBEDMENT

TRENCHFILL

100MIN

MIN

TRENCHFILL

PIPEEMBEDMENT

GRANULAR MATERIALAS SPECIFIED

MIN

GEOTEXTILE FILTERFABRIC (SEE NOTE 3)

PILES TO BE HARDWOOD,CONCRETE OR OTHERAPPROVED MATERIALS150 DIA OR 150x150 MIN.(SEE NOTE 2)

HARDWOOD OR CONCRETEHEADSTOCK 200x100 MINSHAPED TO FIT BARREL OF PIPE

COMPRESSIVE MEMBRANEBETWEEN CRADLE AND PIPE

REINFORCEMENT(SEE NOTE 5)

MIN LAP

MIN

CONCRETE(SEE NOTE 4)

TRENCHFILL

PIPEEMBEDMENT

TRENCH DRAINAGE(SEE NOTE 6)

PILES TO BE HARDWOOD, CONCRETEOR OTHER APPROVED MATERIALS 150DIA OR 150x150 MIN. (SEE NOTE 2)

CONCRETE BASE(SEE NOTES 4 & 5) PILES TO BE HARDWOOD,

CONCRETE OR OTHERAPPROVED MATERIALS 150 DIAOR 150x150 MIN. (SEE NOTE 2)

MARKER TAPE MARKER TAPE

MARKER TAPE(REFER NOTE 9)

≤DN 375 SINGLE PILE>DN 375 TWIN PILE

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC




TYPICAL SPECIAL EMBEDMENTSUPPORT UTILISING PILES

NOTES

SURFACEFINISHED

W

LEVEL

REFER NOTE 2

250 MIN. FOR PRESSURE MAIN

1000

EXISTING ROAD SURFACE

EXISTING PAVEMENT

300MINMIN

300MIN300

LIMIT FOR SURFACE TOLERANCE REFER NOTE 1

1000

SUBGRADE LEVEL MIN300300

REFER NOTE 1

*

REFER NOTE 1

SUBGRADE LEVEL

WEARING SURFACE TO MATCHEXISTING SURFACE REFER NOTE 1

PAVEMENT TO BEREINSTATED ASDIRECTED BY AUTHORITY

APPROVED JOINT

TRENCH FILL MATERIAL SOAKEDCBR 15 (MAX. PARTICLE SIZE 75).OR FLOWABLE FILL OR LEAN MIXCONCRETE. (85 kg CEMENT / m)

MINIMUM TYPE3 SUPPORTREFERSEQ-SEW-1201-1

MINIMUM TYPE 3 SUPPORTREFER SEQ-SEW-1201-1

MINIMUM TYPE 3SUPPORT REFERSEQ-SEW-1201-1

CTB 3% CEMENT SUBBASECOMPACTED TO 98% STANDARDOR AS DEFINED BY AUTHORITY

REFER NOTE 1

REFER NOTE 1

1. FOR EXCAVATION, BEDDING ANDTRENCH FILL REQUIREMENTS REFERSEQ CODES. FOR PAVEMENT ANDWEARING SURFACE AND SUB-BASEOR SUBGRADE DETAILS REFER TOTHE RELEVANT ROAD AUTHORITIESSPECIFICATION.

2. A GEOTEXTILE BARRIER SHALL BEPROVIDED AT THE INTERFACE OFEMBEDMENT ZONE AND TRENCHFILL ZONE.

3. THE SLAB USED IN TYPE 14CONSTRUCTION SHALL BE GRADEN15 CONCRETE WITH ZERO SLUMPAND PLACED AND COMPACTED IN100 THICK LAYERS.

4. THE ALIGNMENT OF ALL PIPESSHALL BE DEFINED BY A MARKERTAPE PLACED AS SHOWN AT TOP OFEMBEDMENT. THE TAPE SHALLCONTAIN A CONTINUOUS METALSTRIP AND BE COLOURED ANDPROVIDED WITH A DESCRIPTION OFTHE SEWAGE PRODUCT WITHIN.

5. DIMENSIONS ARE IN MILLIMETRESUNLESS SHOWN OTHERWISE.

TYPE 15 CONSTRUCTIONALONG SEALED ROAD

TYPE 14 CONSTRUCTIONCROSSING SEALED ROADS

AS PER EXISTINGPAVEMENTREFER NOTE 1

MARKER TAPE REFER NOTE 4

APPROVED JOINT

LEAN MIX CONCRETE SLAB - DEPTHTO MATCH PAVEMENT DEPTH - MIN300 REFER NOTE 3 OR AS DEFINEDBY AUTHORITY

REFERNOTE 2

MARKER TAPEREFER NOTE 4


TRENCH FILL MATERIALSOAKED CBR 15 (MAX.PARTICLE SIZE 75). ORFLOWABLE FILL OR LEANMIX CONCRETE.(85 kg CEMENT / m³ )

FOR PAVEMENTDETAILS REFERNOTE 1

EXISTINGPAVEMENT

TYPE 16 CONSTRUCTIONALONG UNSEALED ROAD SHOULDERS

REFER SEQ-WAT-1200-2


WEARING SURFACE TOMATCH EXISTING SURFACEREFER NOTE 1

* PAVEMENTLAYERSVARY

*

APPROVED JOINT

REFER NOTE 2

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC

SEQ WATERSERVICE PROVIDERS

MINIMUM TYPE 3SUPPORT REFERSEQ-SEW-1201-1

REFER NOTE 2


1000

LIMIT FOR SURFACE TOLERANCE REFER TO NOTE 1

300300300MIN. MIN. MIN.

LEAN MIX CONCRETESLAB MINIMUM 300THICK REFER NOTE 3


SUBGRADE LEVELREFER NOTE 1

TRENCH TYPE 17 CONSTRUCTIONALONG SEALED ROAD ADJACENT TO KERB

100mmNOM.

EXISTING SURFACE

EXISTING KERBAND CHANNEL

TRENCH FILL MATERIALSOAKED CBR 15 (MAX.PARTICLE SIZE 75). ORFLOWABLE FILL ORLEAN MIX CONCRETE.(85 kg CEMENT / m³)OR AS DEFINED BYAUTHORITY

FOR PAVEMENTDETAILS REFERNOTE 1

(REINSTATMENT TO AVOID EXISTING SUB-SOIL DRAINAGE SYSTEM)

REFER NOTE 1

HOT MIXED ASPHALTREFER NOTE 1

(REFER NOTE 6 AND 10)

SEQ-SEW-1205-1 A1/1/2013NOT TO SCALE


TYPICAL TRENCH AND BEDDING DETAILSWITHIN EXISTING ROADS

TYPE 14 TO 17

NOTES:

-

A

TYPICAL ROAD CROSSING BULKHEAD

TRENCH STOP DETAIL

B

-

150

MIN

KERB

ROAD SURFACE

150

CONCRETE BULKHEAD DETAIL

MIN

TIGHTLY TOGETHER

PACK BAGS

FSL

SECTION

-

B

SECTION

FSL

A

-

300 M

IN

300 M

IN

F

S

L

GRANULAR EMBEDMENT


GRANULAR EMBEDMENT


F

S

L

DN80 PVC PIPE DRAIN

FSL

PROVIDE REINFORCING

AS SHOWN IN DESIGN

DRAWING OR

2 x R250N10 BARS.

MINIMUM 2 x R250N10

BARS 60 APART, 50

COVER

FOR PE PIPE, BULKHEAD

TO BE PLACED AGAINST

E.F. COUPLING OR E.F.

PUDDLE FLANGE.

1. ALL DIMENSIONS IN MILLIMETRES.

2. CONSTRUCT CONCRETE BULKHEADS AND TRENCH STOPS AT LOCATIONS

SPECIFIED IN DESIGN DRAWINGS AND BASED ON THE SPACINGS IN

TABLE 8.1 OF THE SEQ SEWERAGE CODE.

3. CONSTRUCT ROAD CROSSING BULKHEAD ADJACENT TO KERB AND

GUTTER WHERE ROAD FORMATION REQUIRES SUPPORT DUE TO PIPE

GRADIENT OR GROUND CONDITIONS.

4. LOCATE BULKHEAD AT A DEVELOPMENTS RETAINING WALL UNDER THE

WALL.

5. KEY CONCRETE BULKHEADS INTO SIDES AND BOTTOM OF TRENCH

AGAINST A BEARING SURFACE OF UNDISTURBED SOIL.

6. CONCRETE TO BE CLASS N25.

7. DO NOT DEFORM PIPES DURING PLACEMENT OF CONCRETE.

8. SEAL BAGS TO PREVENT LEAKAGE OF CONTAINED MATERIAL.

9. PROVIDE CONTINUOUS DRAINAGE PATH

- THROUGH BULKHEADS AND TRENCHSTOPS

- AROUND MAINTENANCE HOLES

- IN TRENCH EXCAVATIONS ACROSS ROADWAYS.

TRENCH DRAINAGE TO BE IN ACCORDANCE WITH SEQ-SEW-1207-1.

10. COMPRESSIBLE MEMBRANE AROUND PIPE TO BE 10 THICK POLYSTYRENE

FOR BULKHEADS ADJACENT TO KERBS AND 3 MIN THICK RUBBER FOR

BULKHEADS AND TRENCHSTOPS ON SLOPES.

11. TRENCH STOPS AND BULKHEADS ARE TO BE USED TO PREVENT OR

IMPEDE THE MOVEMENT OF SURFACE AND GROUND WATER THAT WILL

DAMAGE THE PIPE TRENCH OR THE PIPE EMBEDMENT.

12. TOP OF BULKHEADS AND TRENCHSTOPS TO BE IN THE RANGE 50MM

ABOVE THE PIPE EMBEDMENT MATERIAL AND 300 mm BELOW FSL AS

DETERMINED BY THE DESIGNER TO SUIT LOCAL GOVERNMENT

CONDITIONS

COMPRESSIBLE MEMBRANE

AROUND PIPE (SEE NOTE 10)

FOR PE PIPE, BULKHEAD TO BE

PLACED AGAINST E.F. COUPLING OR

E.F. PUDDLE FLANGE

-

A

COMPRESSIBLE

MEMBRANE AROUND

PIPE. (SEE NOTE 10)

WOVEN POLYETHYLENE BAGS

MIN 0.25 THICK FILLED WITH

SAND OR HESSIAN BAGS FILLED

WITH CEMENT STABILISED

SAND.

COMPRESSIBLE

MEMBRANE AROUND

PIPE (SEE NOTE 10)

KEY CONCRETE INTO TRENCH

WALL AND BASE 75 MIN IN

ROCK 150 MIN IN SOIL

GROUNDWATER DRAIN

THROUGH BULKHEAD.

COVER UPSTREAM OPENING

WITH FILTER MEMBRANE

PROVIDE REINFORCING

AS SHOWN IN DESIGN

DRAWING

GROUNDWATER DRAIN THROUGH

BULKHEAD 2x DN80 PVC DRAIN

PIPES. COVER UPSTREAM OPENING

WITH FILTER MEMBRANE

ORG DATE:

GCCC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1206-1 B

1/1/2013

B 23/07/15 AMENDED NOTE 3 AND ADDED NEW NOTE 12.

NOT TO SCALE


TYPICAL BULKHEADS AND TRENCH STOPS

ELEVATION

CONCRETE BULKHEAD

GEOTEXTILE FILTER

10 SINGLE SIZE

FSL

CONCRETE

PROVIDE NON CORROSIVE MESH SCREENING TO PREVENT

CONCRETE ENCASEMENT/STABILISATION

TYPICAL DISCHARGE SYSTEM FOR PIPE TRENCHES

A-

SECTION A-WRAPPING

300

NO

M

DRAINAGE SYSTEM WITH BULKHEADS

LOSS OF AGGREGATE

100 N

OM

GEOTEXTILEWRAPPING(SEE NOTE 3)

BULKHEAD

500

300

NO

M

-A

DRAINAGE SYSTEM WITHOUT BULKHEADSELEVATION

(SEE NOTE 3)

COARSE AGGREGATE

DRAINAGE PIPE(SEE NOTE 2)

GEOTEXTILE FILTERWRAPPING

(SEE NOTE 3)

TRENCH DRAINAGE FOR

AGAINST TRENCH WALL (MIN DN 100)ALTERNATIVE LOCATION IF BASE POURED

DRAINAGE PAST MAINTENANCE HOLES

MIN

600

150 PIPE DRAIN REQUIRED WHEN

(MIN DN 75 ONE OR BOTH SIDES)GRADE IS STEEPER THAN 16%

GRANULAR MATERIALAS USED FORADJACENT PIPELINESUPPORT

MIN. REQUIRE CONTINUOUS DRAINAGE

ALTERNATIVE LOCATION FOR DRAIN

200

(MIN DN 100 BOTH SIDES)

PIPE DRAIN WHERE TRENCHES

UNDISTURBED GROUND

CONCRETE OR CEMENTSTABILISED FILL AGAINST

GEOTEXTILE FILTER FABRIC

GRANULAR FILLAS SPECIFIED

(SEE SEW-1206)

FSL

500

GRANULAREMBEDMENTMATERIAL

10 SINGLE SIZECOARSEAGGREGATE

NOMNOM

FLOW

1. ALL DIMENSIONS IN MILLIMETRES.2. DRAINAGE PIPES TO DISCHARGE INTO

AUTHORISED WATER DISCHARGE AREAS ASDETAILED IN DESIGN DRAWINGS. LAYGEOTEXTILE FILTER FABRIC IN TRENCH

3. TO FULLY ENCAPSULATE THE DRAINAGE MATERIAL(GRANULAR EMBEDMENT). PROVIDE MINIMUM OF250 LAP AT ALL FILTER FABRIC JOINTS. USEDRAINAGE SYSTEMS AS SPECIFIED WHERESEWER IS LAID AT A GRADE OF >16%

4. PROVIDE CONTINUOUS DRAINAGE PATH- THROUGH BULKHEADS- AROUND MAINTENANCE STRUCTURES- IN TRENCH EXCAVATIONS ACROSS ROADWAYS

NOTES

DRAINAGE PIPE(SEE NOTE 2)

PVC DRAINAGE PIPE(MIN DN 100)TO OUTLET(SEE NOTE 2)

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC




TRENCH DRAINAGETYPICAL SYSTEMS

TRENCH

MIN

.

TRENCHSEWER

TRENCHSEWER

PLAN

100

STORMWATER OUTLETDIVERSION DRAIN TO

TRENCH

SLO

PE

KERB L

INE

DIRECTEDANGLE AS

50 CLEAR

TRENCH

SEWER PIPE

EMBEDMENT MATERIAL

EMBEDMENT MATERIAL

GULLY OR MANHOLEOUTLET GROUTED INTO

BYPASS DRAIN AS DIRECTEDOR CONNECT TO MANHOLEPROVIDE uPVC END PLUG

250 WIDE

DIVERSION PIPE

BACKFILLTRENCHAPPROVED

TRENCH

SEW

ER

TREN

CH

NOTES

PLANPLAN

TRENCH

25

MIN

.

TO BE INSTALLEDDIVERSION PIPE

EMBEDMENT MATERIALEMBEDMENT MATERIAL

SEE NOTE 5

SEE NOTE 4

SEE NOTE 4

EMBEDMENT MATERIAL

SEWER

50

MIN

.

300

SEW

ER M

ANHOLE

50

300

300

MIN

.

300

50

300MIN.

50

200

250

SEWER

50

200

250

SEWER

SEWER

50

300

50

200

SECTION A-A

C

SECTION B-B

SECTION C-C

SECTION D-D

C

A

B

C

DIVERSION PIPE

AS DETAILED.

B

C

A

C

D

C

D

DIVERSION DRAIN

50

TRENCH

1. DIVERSION PIPES AND FITTINGS TO BE Ø100SLOTTED POLYTHYLENE CLASS 400 TOA.S.2439.

2. FOR EMBEDMENT MATERIAL REQUIREMENTS(GRADE 5/7) REFER TO SEQ SEWERAGE CODE.

3. DIVERSION DRAINS SHALL BE FITTED WITH AFILTER SLEEVE/SOCK.

4. 0.5 THICK VISQUEEN ECOMEMBRANE ORSIMILAR TO BE LAID UNDER THE LIMITS OF THEMANHOLE.

5. LOCATE THE DIVERSION PIPE CENTRALLY INTRENCH 50 ABOVE TRENCH FLOOR. PROVIDEEND CAPS AT ALL PIPE ENDS.

6. DIMENSIONS ARE IN MILLIMETRES UNLESSSHOWN OTHERWISE.

EMBEDMENTMATERIAL

EMBEDMENTMATERIAL

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC




TYPICAL DRAINAGE OF SEWER TRENCHESAND DIVERSION DRAINS

DI COVER

DI FRAME

MAKE-UP RING

STRAIGHT BACK

SQUAT CONE

CONVERSION SHAFT SECTION

FSL

SHAFT SECTION

SQUAT CONE

MIN

SHAFT SECTION

(50 M

IN

)

DIM

"X"

700 M

AX

TO

SU

IT

DIM

"X" (50 M

IN

)

300

OR AS SPECIFIED

DN1050 OR

DN1200

OR AS SPECIFIED

DN1050 OR

DN1200

Ø600 MIN

TAPERSLAB

(SEE NOTE 4)

CAST IN-SITU BASE

(SEE NOTE 8)

CAST IN-SITU BASE (SEE NOTE 8)

(SEE NOTE 4)

50 M

IN

50 M

IN

MASTIC OR RUBBER RING

TO MANUFACTURER'S

REQUIREMENT PLUS 150

SEAL TAPE TO ALL (SEE

NOTE 11)

HYDROPHILIC

SEALS SEE NOTE

4.b) AND

SEQ-SEW-1313-1

CAST IN-SITU CONCRETE SHALL

BE GRADE SCC40 150 THICK FOR

MANHOLE TO 2 m DEPTH 300

THICK FOR MANHOLE GREATER

THAN 2 m DEPTH.

BEDDING

Ø600 MIN

MAKE UP RING(S)

FSL

MAINTENANCE HOLE TYPE P3

PRE-CAST BASE SHOWN

FIRST SHAFT SECTION

(SEE NOTE 4)

150

MIN

ROUNDED NOSING

(SEE NOTE 2)

150

MIN

COVER AND FRAME

(SEE NOTE 12)

100 NOM MAY BE RAISED TO

350 MAX (SEE NOTE 5)

COVER AND FRAME

(SEE NOTE 12)

100 NOM MAY BE

RAISED TO 350

MAX (SEE NOTE 5)

STRAIGHT BACK TAPER

OR CONVERSION SLAB

MASTIC OR RUBBER

RING JOINT TO ALL.

(SEE NOTE 11)

SHORT PIPE 500 MAX.

REFER

NOTE 2

SHORT PIPE

600 MAX.

50

MIN

.

CAST IN-SITU CONCRETE SHALL

BE GRADE SCC40 150 THICK

FOR MANHOLE TO 2 m DEPTH

300 THICK FOR MANHOLE

GREATER THAN 2 m DEPTH.

ROUNDED

NOSING

(SEE NOTE 2)

(SEE NOTES 13 & 14)

(IN CONCRETE)

HYDROPHILIC SEALS

SEE NOTE 4.b) AND

SEQ-SEW-1313-1

FSL

Ø600 MIN

CONVERSION SLAB

WITH NO ANCHOR

BRACKETS

JOINT MADE TO

DETAILS

ON SEQ-SEW-1308-1


(SEE NOTE 10, 13 AND 14)


FOR COMPONENT DEPTH TO 6000

(SEE NOTE 10, 13 AND 14) (CAST IN-SITU BASE SHOWN)

(SEE NOTEs 13 & 14)

(SEE NOTES 13 & 14)

(SEE NOTE 10, 13 AND 14)

COVER FRAME FIXED TO MH TOP

FACE (SEE SEQ-SEW-1308-1)

100 NOM CAN BE

RAISED TO 350 MAX

NOTES

1. ALL PRE CAST MANHOLES TO BE MAX 6 m.

2. PROVIDE ROUNDED NOSING ON INLET AND

OUTLET PIPE TO PREVENT DAMAGE TO

JETTING EQUIPMENT AND CCTV GUIDES AND

CABLES.

3. CONSTRUCTION MAY BE A COMBINATION OF

PRECAST AND IN-SITU TO SUIT APPLICATION.

TYPE P3 PREFERRED. REFER NOTE 13.

4. LOCATION OF FIRST SHAFT SECTION FOR CAST

IN-SITU BASE:

a) FIRST SHAFT SECTION TO BE

BETWEEN 300-600 LONG TO ALLOW

FORMING OF CHANNEL AND BENCH.

b) PLACE HYDROPHILIC SEAL WITH 100

COVER FOR CAST IN-SITU CONCRETE BASE.

c) PRIME COMPONENT 200 FROM BOTTOM

WITH CEMENT SLURRY. EMBED SHAFT

SECTION 50 INTO WET CONCRETE BUILD UP

OUTSIDE FILLET TO 150.

5. MAKE-UP RINGS:

a) USE MINIMUM OF ONE MAKE-UP RING

(PREFERABLY 100 OR 150) PER MH DURING

CONSTRUCTION TO ALLOW FOR FUTURE

SURFACE ADJUSTMENT WITHOUT AFFECTING

THE SHAFT SECTIONS.

b) USE TAPERED MAKE UP RING OR TAPERED

SPACERS ON SLOPING GROUND..

6. BACKFILL AROUND MH

a) THE METHOD OF BACKFILL AND

COMPACTION AROUND MH TO BE AS FOR

PIPE EMBEDMENT.

b) TAKE CARE TO RAISE BACKFILL EQUALLY

ALL AROUND THE MH TO AVOID UNBALANCED

LATERAL LOADING

7. FOR ALL MH'S, STEP IRONS OR LADDERS ARE

PROHIBITED.

8. CAST IN-SITU CONCRETE BASE TO BE SCC40.

9. IN WATER CHARGED GROUND OR WHERE

BOLT-DOWN COVERS ARE REQUIRED AS PER

CLAUSE 7.9.1 OF THE CODE INCLUDING Q100

FLOODING AND SURCHARGE AREAS, USE ONLY

FULL CAST IN-SITU MH.

10. FOR PIPE CONNECTIONS TO MH SEE

SEQ-SEW-1302-1.

11. ALL JOINTS TO HAVE EXTERNALLY APPLIED A

150 WIDE BITUMASTIC SEAL TAPE THAT

INCLUDES PRIMING THE CONCRETE SURFACE.

INTERNAL JOINTS ARE NOT TO BE BAGGED OR

MEGAPOXIED.

12. FOR MH COVER CLASS SELECTION AND

FINISHED LEVELS SEE SEQ-SEW-1308-1.

13. CoGC ONLY PERMIT PRE-CAST BASES AND

PREFER CONVERSION SLAB.

14. UNITY WATER PERMIT STRAIGHT BACK TAPER

OR CONVERSION SLAB ONLY.

OR AS SPECIFIED

DN1050 OR

DN1200

(CAST IN-SITU BASE SHOWN)

ORG DATE:

CoGC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1300-1 C

1/1/2013

B

C

08/09/15

31/12/18

AMENDED NOTE 11 AND INCLUDED REFERENCES TO NOTE 10 UNDER MAINTENANCE HOLES DETAILS

AMENDED MH SIZE, CONCRETE CLASS, NOTES 9,11&13. OTHER MINOR CHANGES

NOT TO SCALE


MAINTENANCE HOLES

DN300 SEWER TYPES P1, P2 & P3

TYPICAL PRE-CAST

≤

2-Ø18 HOLES

NOTES

125 125

Ø670

350 M

AX

125 125

Ø660

350 M

AX

75 40

400

40

150

20

20

20

20

60

60

COPING TYPE I

COPING TYPE II

COPING TYPE I

COPING TO BE CONCRETE CAST IN-SITU

TYPE LOCATION

PRIVATE PROPERTY & FOOTPATH

I

II

FRAME

TOP SLAB

TOP SLAB

RISER RING

20

Ø600

Ø600

PRIVATE PROPERTY & FOOTPATH

COPING DETAILS

CLASS 'B' COVER AND FRAME

TOP SLAB ANCHOR BRACKET DETAIL

FOR USE WITH BOLT DOWN COVERS

TOP SLAB ANCHOR BRACKET

ROADWAY

COPING DETAILS

CLASS 'D' COVER AND FRAME

10mm CEMENT/MORTAR

OR EPOXY MORTAR

(EG MEGAPOXY OR

EQUIVALENT) AS

REQUIRED BY SEQ-SP

10mm CEMENT/MORTAR OR EPOXY MORTAR

(EG MEGAPOXY OR EQUIVALENT) AS

REQUIRED BY SEQ-SP

1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT SEQ CODE

SPECIFICATIONS AND STANDARDS.

2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH

THE RELEVANT AUSTRALIAN STANDARDS.

3. ALL CASTINGS SHALL BE SERVICE PROVIDER APPROVED.

4. ALL CONCRETE SHALL BE CLASS N20 EXCEPT MAINTENANCE HOLES WHICH ARE

SPECIAL CLASS TO WSA PS-358 WITH CALCAREOUS AGGREGATES.

5. ALL DIMENSIONS ARE IN MILLIMETRES.

6. COVER FRAME TO MATCH FINISHED SURFACE LEVEL PROFILE.

7. WHERE BOLT DOWN LIDS ARE REQUIRED THE FRAME SHALL BE FIXED TO THE TOP

SLAB WITH 4 - M25 x 100 MASONRY ANCHORS AND THE TOP SLAB FIXED DOWN

WITH THREE EVENLY SPACED ANCHOR BRACKETS.

FOR UW, FRAMES IN ROADWAYS (TRAFFIC) SHALL BE BOLTED DOWN.

8. COPING TYPE II SHALL BE USED WHERE MH WILL BE TRAVERSED BY PEDESTRIANS

AND CYCLISTS.

9. FOR QUU AND UW, REFER SEQ-SEW-1104-1, SEQ-SEW-1101-5 AND

SEQ-SEW-1101-6 FOR NOTES.

M16 x 75 MASONRY ANCHOR

GRADE 316 SS

M16 x 75 MASONRY ANCHOR

GRADE 316 SS

25 x 25 x 2.5 GALVANISED

WELDMESH SHEET

MAINTENANCE

HOLE WALL

25 x 25 x 2.5 GALVANISED

WELDMESH SHEET

3 ANCHOR BRACKETS REQUIRED SPACED

EQUALLY AROUND TOP SLAB SEE NOTE 7

12mm SS PLATE

GRADE 316

MAINTENANCE

HOLE WALL

PRIVATE PROPERTY, SEALED &

UNSEALED ROADWAY

DETAIL OF TOP SEAL

ONE LAYER OF 10 THICK BITUMINOUS

IMPREGNATED FIBREBOARD "FOSROC

CELLFLEX" UNLESS APPROVED OTHERWISE

CLOSED CELL POLYETHYLENE

FOAM BACKING Ø15 ROD

"FOSROC EXPANDAFOAM"

UNLESS APPROVED OTHERWISE

40

APPLY BOND BREAK TAPE BETWEEN

FIBREBOARD AND JOINT SEALANT.

20

"EMER-SEAL CR" UNLESS APPROVED OTHERWISE.

THE TOP SLAB MUST BE INSTALLED BEFORE THE

SEALANT HAS CURED.

TOP OF WALL LEVEL

10

JOINT BETWEEN WALL

AND TOP SLAB

FOR QUU AND UW, REFER

DETAIL OF TOP SEAL

FRAME TO BE BOLTED TO TOP

SLAB (REFER NOTE 7)

PE LINER ON UNDERSIDE OF MH ASPRO

IS OMITTED FOR CLARITY

NOTE:

(FOR QUU AND UW)

SEQ-SEW-1301-1 B

1/1/2013

B 24/05/19 AMENDED NOTES, ADDED TOP SEAL DETAIL. DRG NOT APPLICABLE TO CoGC.

NOT TO SCALE


CAST IN-SITU MAINTENANCE HOLE

TYPICAL COPING & ANCHOR

BRACKET DETAILS

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

AYMROO OR APPROVED

EQUIVALENT STEP IRONS

(230 mm MIN WIDE) TO

AUSTRALIAN STANDARD 1657

TYPE 'A' TYPE 'C' TYPE 'D'

MIN MAX MIN MAX MIN MAX

x

200 200 460 460 -

250 250 600 600 -

280 280 700 700 -

DIA

110

160

250

NOM

DIMENSION 'A' TABLE

225

MINIMUM FALL ACROSS

MAINTENANCE HOLE AS TABLED.

STEP IRON ARRANGEMENT

(INLET TO OUTLET INVERT)

0°

>0° to<45°

>45° to <90°

BRANCH

AT

ANGLE

20

30

40

30

50

80

FALL ACROSS MAINTENANCE HOLE

DIAGRAM

MIN

>60° to <90°

>30° to <60°

<30°

DEFLECTION ANGLE

"A"

1. REFER SEQ-SEW-1101-4, SEQ-SEW-1101-5 AND SEQ-SEW-1101-6

FOR NOTES.

2. REFER SEQ-SEW-1301-26 FOR TOP SLAB REINFORCEMENT DETAILS.

3. THIS STANDARD DRAWING APPLIES TO ALL RETICULATION

NUSEWERS UP TO DN250 IN SIZE.

4. INTERNAL DROPS ARE NOT PERMITTED IN 'G' TYPE MAINTENANCE

HOLES.

5. BENCHING SHALL BE FINISHED WITH EQUAL PARTS SAND AND

CEMENT TOPPING.

6. STEP IRONS AND LADDERS SHALL NOT BE PROVIDED FOR UW

MAINTENANCE HOLES.

NOTES

250 250

150

140

BENCHING

Ø900

115115

C

L

150

MIN

.

*

OBLIQUE BACKDROP

TYPE "C"

A

150

BENCHING

140

150

MIN

.

250

Ø900

*

*

Ø900

115115

C

L

150

HYDROPHYLIC SEAL

(TYPICAL)

PE THRUST FLANGE

12 mm x (O/D.+140).

STRAIGHT THROUGH SEWER

TYPE "A"

*

TO BE DETERMINED

FROM PIPE DESIGN

250

250

150

150

140

Ø900

*

Ø900

115115

C

L

150

MIN

.

*

BENCHING

150

*

BUTT WELDED

PE 90° BEND

DROP PIPE AND 90°

BEND TO BE SAME

DIAMETER AS INLET

PIPE FOR DN160 AND

DN250

200

200

EXTERNAL BACKDROP

TYPE "D"

PLAN

45° PE JUNCTION

ELEVATION

EXTERNAL BACKDROP

TYPE "D"

x

x

x

(REFER NOTE 6)

*

TO BE DETERMINED

FROM PIPE DESIGN

NOTE:

SEWERS CHANGING DIAMETER SHALL

BE GRADED OBVERT TO OBVERT.

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1301-2 C

1/1/2013

B

C

11/03/16

23/05/19

NOTE 1 ADDED

AMENDED 'G' TYPE MH GA DETAILS

NOT TO SCALE


'G' TYPE - PE NUSEWERS

TYPICAL MAINTENANCE HOLE

G.A. DETAILS

FLO

W

Ø900

115115

C

L

250

900

250

150

MIN

1

225

8

DN110 AND DN160=2xDN

DN250=1xDN

300

MAX

150

MIN

300

STEP

IRO

NS

700 TO

TH

E

UN

DERSID

E

OF TH

E TO

P

SLAB

PLAN


TYPICAL CONSTRUCTION

AND STEP IRON DETAILS

TOP SLAB AND WALL DETAILS

Ø1130

190

115

115

75

PLAN - TOP SLAB

75

Ø600

Ø

6

0

0

C

L

C

L

450

PE LINER

COVER

MH

TOP SEAL

REFER DRG

SEQ-SEW-1301-1

FOR DETAILS

300

900

NOTES

1. CAST INSITU MAINTENANCE HOLE FOR ROADWAY, PRIVATE PROPERTY AND FOOTPATH LOCATIONS.

DEPTHS TO 3.0 m MAXIMUM.

2. REFER SEQ-SEW-1101-4, SEQ-SEW-1101-5 & SEQ-SEW-1101-6 FOR NOTES.


4. STEP IRONS AND LADDERS SHALL NOT BE PROVIDED FOR UW MAINTENANCE HOLES

BENCHING

150

(REFER NOTE 4)

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1301-3 C

1/1/2013

B

C

21/08/15

23/05/19

AMENDED MANINTENENACE HOLE ANGLE TABLE

AMENDED TO SHOW 'G' TYPE MH AND SLAB GA DETAILS

NOT TO SCALE




AND SLAB G.A. DETAILS

AutoCAD SHX Text

=

AutoCAD SHX Text

=

FLO

W

PLAN


Ø900

115115

C

L

BENCHING

250

Ø900

250

150

MIN

.

140

250 250

C

L

150

140

BENCHING

Ø900

115115

TYPE 'A'

A A

SECTION

-

A

BB

SECTION

B

-

*

150

MIN

.

*

*

TO BE DETERMINED

FROM PIPE DESIGN

NOTES

1. DESIGN TO CONSIDER TRAFFIC LOADS, STRUCTURAL STEEL DESIGN AND NATIVE SOIL CONDITIONS, AND

BE CERTIFIED BY AN RPEQ.



3. REFER TO SEQ-SEW-1301-2 AND SEQ-SEW-1301-3 FOR 'G' TYPE MH GENERAL ARRANGEMENT DRAWINGS.



ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1301-4 C

1/1/2013

B

C

20/07/15

18/06/19

AMENDED INTERNAL DROP TITLE AND MAINTENANCE HOLE ANGLE TABLE

UPDATED DRAWING TO SHOW STRUCTURAL GA DETAILS FOR TYPE 'A' MH

NOT TO SCALE




STRUCTURAL G.A. DETAILS

TYPE 'A'

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

250

250

200

200

EXTERNAL BACKDROP

TYPE "D"

PLAN

150

150

OBLIQUE BACKDROP

TYPE "C"

150

BENCHING

140

150

MIN

.

250

Ø900

*

*

140

Ø900

*

200

200

OBLIQUE BACKDROP

TYPE "C"

PLAN

EXTERNAL BACKDROP

TYPE "D"

C C

SECTION

-

C

SECTION

-

D

D D

*

TO BE DETERMINED FROM PIPE DESIGN

Ø900

115115

C

L

Ø900

115115

C

L

150

150

MIN

.

*

BENCHING

150

*

NOTES

1. DESIGN TO CONSIDER TRAFFIC LOADS, STRUCTURAL

STEEL DESIGN AND NATIVE SOIL CONDITIONS, AND


2. CAST INSITU MAINTENANCE HOLE FOR ROADWAY,

PRIVATE PROPERTY AND FOOTPATH LOCATIONS.


3. REFER TO SEQ-SEW-1301-2 AND SEQ-SEW-1301-3 FOR

'G' TYPE MH GENERAL ARRANGEMENT DRAWINGS.

4. REFER SEQ-SEW-1101-4, SEQ-SEW-1101-5 &


5. REFER SEQ-SEW-1301-26 FOR TOP SLAB

REINFORCEMENT DETAILS.

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1301-5 C

1/1/2013

B

C

11/03/16

18/06/19

NOTE 1 ADDED

UPDATED DWG TO SHOW STRUCTURAL GA DETAILS FOR TYPE 'C' & 'D' MHS

NOT TO SCALE





TYPE 'C' & TYPE 'D'

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

C

L

BENCHING

Ø1200

150150

100

Ø1200250

250

*

250

PE THRUST FLANGE

12 mm x (O/D+140)

HYDROPHYLIC SEAL

(TYPICAL)

A

STRAIGHT THROUGH

SEWER TYPE "A"

150

Ø1200

150

100

250

MIN

.

250

Ø1200

150

C

L

BENCHING

*

*

250

*

OBLIQUE BACKDROP

TYPE "C"

45° PE JUNCTION

AYMROO OR APPROVED



AUSTRALIAN STANDARD 1657.


225

C

L

250

A

150

100

150

Ø1200

150

150

C

L

BENCHING

*

250

MIN

.

250

Ø1200

*

250

DROP PIPE

AND 90°

BEND TO BE

SAME DN AS

INLET PIPE

BUTT WELDED

PE 90° BEND

EXTERNAL BACKDROP TYPE 'D'

*

TO BE DETERMINED

FROM PIPE DESIGN

200

200

PLAN

EXTERNAL BACKDROP TYPE 'D'

CUT 100Ø HOLE IN TOP

250

PVC 90° BEND

DN100 OR DN150 PVC

DROP PIPE SN8 TO AS1260

SS316 BRACKET

AT SOCKET

INTERNAL DROP

EXISTING MH ONLY

A

PE TEE SECTION CUT TO

SUIT (110 x 110, 160 x 160,

250 x 160 OR 315 x 160)

SEE SEQ-SEW-1307-4

FOR CONCRETE CUT IN

DETAILS

250

150

C

L

250

NOTE:


BE GRADED OBVERT TO OBVERT.

MINIMUM OF 2 NO. BRACKETS

AT MAXIMUM 1500 CTS.

REFER SEQ-SEW-1303-4

A

1. REFER SEQ-SEW-1101-4, SEQ-SEW-1101-5 AND SEQ-SEW-1101-6 FOR NOTES.


3. THIS STANDARD DRAWING APPLIES TO ALL RETICULATION NUSEWERS UP TO DN315 IN SIZE.

4. ONLY ONE INTERNAL DROP PERMITTED FOR 'F' TYPE MAINTENANCE HOLES.

5. BENCHING SHALL BE FINISHED WITH EQUAL PARTS SAND AND CEMENT TOPPING.

6. EXISTING MH CUT IN CONCRETE AND REINFORCING BAR DETAILS SHOWN IN SEQ-SEW-1307-4.

7. STEP IRONS AND LADDERS SHALL NOT BE PROVIDED FOR UW MAINTENANCE HOLES.

(REFER NOTE 7)

NOTES

TYPE 'A' TYPE 'C' TYPE 'D' INTERNAL DROP

MIN MAX MIN MAX MIN MAX MIN MAX

200 200 460 460 460

250 250 600 600 600

280 280 700 700 700

330

DIA

110

160

250

315

NOM

DIMENSION 'A' TABLE


0°

>0° to<45°

>45° to <90°

BRANCH

AT

ANGLE

20

30

40

30

50

80


DIAGRAM MIN

>60° to <90°

>30° to <60°

<30°

DEFLECTION ANGLE

MINIMUM FALL ACROSS MAINTENANCE HOLE AS TABLED.

x

x

x

x

x

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1301-8 C

1/1/2013

B

C

20/07/15

23/05/19

AMENDED NOTE 1 AND TITLE

AMENDED TO SHOW 'F' TYPE MH GA DETAILS

NOT TO SCALE


'F' TYPE - PE NUSEWERS


G.A. DETAILS

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

TOP SLAB AND WALL DETAILS

75

PLAN - TOP SLAB

Ø

6

0

0

NOTES



DEPTHS LESS THAN OR EQUAL TO 4.25 m.

2. HDPE INTERNAL MH LINER REQUIRED FOR

MAINTENANCE HOLES GREATER THAN 4.0 m DEEP.

3. REFER SEQ-SEW-1101-4, SEQ-SEW-1101-5 AND




5. STEP IRONS AND LADDERS SHALL NOT BE

PROVIDED FOR UW MAINTENANCE HOLES.

C

L

C

L

COVER MH

PE LINER

TOP SEAL

REFER DRG

SEQ-SEW-1301-1

FOR DETAILS

300 225 600 150

1200

Ø1500

150

FLO

W

Ø1200

150

C

L

BENCHING

Ø1200

250

250

MIN

.

100

150

250

*

*

TO BE DETERMINED

FROM PIPE DESIGN

PLAN


1

225

8

DN110 AND

DN160=2xDN

DN250=1xDN

300 M

AX

150 M

IN

700

CO

UN

DERSID

E

OF TH

E

TO

P SLAB

300

STEP

IRO

NS

TYPICAL CONSTRUCTION

AND STEP IRON DETAILS

(REFER NOTE 5)

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1301-9 C

1/1/2013

B

C

20/07/15

23/05/19

AMENDED INTERNAL DROP TITLE

AMENDED TO SHOW 'F' TYPE MH AND SLAB GA DETAILS

NOT TO SCALE




AND SLAB G.A. DETAILS

AutoCAD SHX Text

=

AutoCAD SHX Text

=

FLO

W

PLAN


Ø1200

150

C

L

BENCHING

Ø1200

250

250

MIN

.

100

C

L

BENCHING

TYPE 'A'

A A

SECTION

-

A

B

SECTION

B

-

150

250

Ø1200

150150

250

MIN

.

100

Ø1200

250250

B

*

*

TO BE DETERMINED

FROM PIPE DESIGN

*

250

NOTES

1. FOR UW, DESIGN TO CONSIDER TRAFFIC LOADS, STRUCTURAL STEEL DESIGN AND NATIVE SOIL

CONDITIONS, AND BE CERTIFIED BY AN RPEQ.



3. REFER TO SEQ-SEW-1301-8 AND SEQ-SEW-1301-9 FOR 'F' TYPE MH GENERAL ARRANGEMENT DRAWINGS.



ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1301-10 B

1/1/2013

B 24/05/19AMENDED TO SHOW 'F' TYPE MH STRUCTURAL GA DETAILS

NOT TO SCALE





TYPE 'A'

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

250

200

200

A

150

150

Ø1200

150

100

250

MIN

.

250

Ø1200

100

150

Ø1200

150

200

200

150

EXTERNAL BACKDROP

TYPE "D"

PLAN

150

C

L

OBLIQUE BACKDROP

TYPE "C"

C

L

BENCHING

*

*

OBLIQUE BACKDROP

TYPE "C"

PLAN

EXTERNAL BACKDROP

TYPE "D"

C C

SECTION

-

C

SECTION

-

D

D D

*

TO BE DETERMINED FROM PIPE DESIGN

BENCHING

250

*

*

250

MIN

.

250

Ø1200

*

250

NOTES


STEEL DESIGN AND NATIVE SOIL CONDITIONS, AND BE

CERTIFIED BY AN RPEQ.




3. REFER TO SEQ-SEW-1301-8 AND SEQ-SEW-1301-9 FOR

'F' TYPE MH GENERAL ARRANGEMENT DRAWINGS.

4. REFER SEQ-SEW-1101-4, SEQ-SEW-1101-5 &




6. STEP IRONS AND LADDERS SHALL NOT BE PROVIDED

FOR UW MAINTENANCE HOLES.

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1301-11 B

1/1/2013

B 18/06/19 AMENDED TO SHOW 'F' TYPE MH STRUCTURAL GA DETAILS

NOT TO SCALE



TYPICAL MAINTENANCE HOLE DETAILS


TYPE 'C' & TYPE 'D'

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

Ø1200

230230

8

1

230

Ø1200

230

230

Ø1200

230

SECTIONAL ELEVATION

SECTIONAL ELEVATION

SEWERS 600 NB OR LESS

SEWERS OVER 600 NB TO 1050 NB

1200 NB SEWER

PLAN

200

300

300

300

300

FLO

W

316 SS SAFETY CHAIN

150

150

380

MIN

CAST INSITU MAINTENANCE HOLE FOR

ROADWAY AND PRIVATE PROPERTY LOCATIONS.

DEPTHS > 4.25m. NOT TO BE USED IN

FOOTPATH LOCATIONS.

AYMROO OR APPROVED



AUSTRALIAN STANDARD 1657

FOR LADDER DETAILS



150 MIN

300 MAX

250 MIN

THICKNESS OF BASE

HERE TO BE MADE

EQUAL TO THAT OF

SEWER PIPE IF MH

WALL THICKNESS

GREATER THAN 230

150 MIN 300 MAX

150 SQUARE

FOOTHOLE

250 MIN

150 MIN

300 MAX

SAFETY CHAIN ANCHORAGE

(REFER DETAIL ON

SEQ-SEW-1301-17)

STEP IRONS

OMMITTED

FOR CLARITY

1 IN 8

C

L

C

L

C

L

C

L

700

BENCHING

HDPE LINER

REFER NOTES

BENCHING

250 MIN

50 MIN (TYPICAL)¤¤

100

MIN

SEQ-SEW-1301-14 A

27/05/2019

NOT TO SCALE


'X' TYPE DEEP MAINTENANCE HOLE

TYPICAL ARRANGEMENT AND

G.A. DETAILS


ORG DATE:

CoGC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS


FOR NOTES.


3. HDPE INTERNAL LINER REQUIRED FOR MHs GREATER THAN 4.0 m

DEEP.

4. LADDERS TO STANDARD DRAWING SEQ-SEW-1301-27 SHALL BE

PLACED OVER THE DOWNSTREAM OUTLET OF MHS THAT ARE 600 NB

OR LESS AND AT SIDE OF MH WITH SEWERS LARGER THAN 600 NB.

5. FOR SEWERS LARGER THAN 600 NB, STEP IRONS SHALL BE PLACED

DIRECTLY UNDER THE LADDER FOR CONTINUATION TO FOOTHOLE.

NOTES

AutoCAD SHX Text

O

AutoCAD SHX Text

O

AutoCAD SHX Text

O

AutoCAD SHX Text

O

AutoCAD SHX Text

O

AutoCAD SHX Text

O

AutoCAD SHX Text

O

AutoCAD SHX Text

O

AutoCAD SHX Text

O

AutoCAD SHX Text

O

AutoCAD SHX Text

O

AutoCAD SHX Text

O

AutoCAD SHX Text

I

AutoCAD SHX Text

I

AutoCAD SHX Text

I

AutoCAD SHX Text

I

AutoCAD SHX Text

I

AutoCAD SHX Text

I

AutoCAD SHX Text

I

AutoCAD SHX Text

I

AutoCAD SHX Text

I

AutoCAD SHX Text

I

AutoCAD SHX Text

I

AutoCAD SHX Text

Z

AutoCAD SHX Text

Z

AutoCAD SHX Text

I

AutoCAD SHX Text

O

AutoCAD SHX Text

O

AutoCAD SHX Text

O

AutoCAD SHX Text

I

AutoCAD SHX Text

I

AutoCAD SHX Text

I

AutoCAD SHX Text

O

AutoCAD SHX Text

I

230

Ø1200

230

CHAMBER FOR SEWER OVER 1200 NB

PLAN

200

150

150

150

380

300

MAX

300

MIN

150

300

300

300

300

300

1800 M

IN

MIN

300

230 mm

MIN


150

AYMROO OR APPROVED



AUSTRALIAN STANDARD 1657.

STEP IRONS

STEP IRONS

OMMITTED

FOR CLARITY

150 SQUARE

FOOTHOLE

DETACHABLE SAFETY

CHAIN DOWNSTREAM

(REFER DETAIL ON

SEQ-SEW-1301-17)

MIN

150 SQUARE

FOOTHOLE

-

A

-

A

SECTION

A

-

250

MIN

C

L

PIPE

C

L

PIPE

C

L

MH

C

L

MH

1. REFER SEQ-SEW-1101-4, SEQ-SEW-1101-5

AND SEQ-SEW-1101-6 FOR NOTES.



3. HDPE INTERNAL MH LINER REQUIRED FOR MHs

GREATER THAN 4.0 m DEEP.

NOTES

HDPE LINER

REFER NOTES

50 MIN (TYPICAL)¤

¤

100

MIN

SEQ-SEW-1301-15 A

23/05/2019

NOT TO SCALE




G.A. DETAILS

SEWER > 1200 NB

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

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Z

200

MIN

250

MIN

Ø1200

230 230

700

150

R

7

6

0

1

5

0

150

FLOW

PLAN

INTERNAL DROP PIPE WITH EXISTING MH ONLY

MAIN SEWER 600 NB OR LESS

B

-

SECTION

SECTION

A

-

EXTERNAL BACKDROP

Ø1200

230230

150

MATERIAL

VITRIFIED

UPVC

CLAY

DICL

1st PIPE

(mm)

PIPE

MAINTENANCE HOLES

EFFECTIVE

PE

A

-

uPVC 90° SN8 BEND RRJ

DN100 OR DN150 uPVC

DROP PIPE SN8 TO AS 1260

SS 316 BRACKET

AT SOCKET

FLO

W

PE TEE AND PE DROP

PIPE & 90° BEND

TO BE SAME

DIAMETER AS

INLET PIPE.

(FOR DN160, DN250

AND DN315 SEWERS)

R

7

6

0

SECTION

SHORT PIPES REQUIRED AT

1st PIPE

PIPE

2nd PIPE

2nd PIPE

1st PIPE

REFER SEQ-SEW-1307-4 FOR

CONCRETE CUT IN DETAILS

2nd PIPE UP TO FULL PIPE

600

600

600

300 - 600

300

LENGTH

L

L

C

L

C

SHORT PIPES ARE NOT

REQUIRED. PE SYSTEM

SHALL BE FULLY WELDED.

-

B

-

B

A

-

C

-

C

-

C

DN100 OR DN150

uPVC DROP PIPE RRJ

SN8 TO AS 1260

1. REFER SEQ-SEW-1101-4, SEQ-SEW-1101-5 AND SEQ-SEW-1101-6 FOR NOTES.


3. HDPE INTERNAL LINER REQUIRED FOR MHs GREATER THAN 4.0 m DEEP.

250 MIN

HDPE LINER

REFER NOTES

MINIMUM OF 2 NO. BRACKETS

AT MAXIMUM 1500 CTS


NOTES

REFER LADDER DETAILS

ON SEQ-SEW-1301-27


FOR INLET & TEE SIZES

ELECTROFUSION OR BUTT WELDS

150

C

200

50 MIN (TYPICAL)¤¤

100

MIN

200

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1301-16 A

27/05/2019

NOT TO SCALE




G.A. DETAILS

SEWER 600 NB OR LESS WITH DROP PIPE

AutoCAD SHX Text

+

AutoCAD SHX Text

Z

AutoCAD SHX Text

Z

AutoCAD SHX Text

-

230

Ø1200

D

D/3

PIPES 675 NB TO 900 NB

INTERNAL DROP PIPE WITH EXISTING MH ONLY

SECTION

SECTION

R

7

6

0

1

5

0

PLAN

FLOW

150

SAFETY CHAIN AND EYE BOLT DETAIL

185

125

TYPE 316 S/S BOLT

150

50

100

150

20

50

14

Ø60

Ø32

75

A

-

A A

B

B

-

B



2. A STAINLESS STEEL GRADE 316 BOX MAY BE

REQUIRED FOR THE RECESS WHERE SEWER IS

LESS THAN 1200 NB.



4. HDPE INTERNAL LINER REQUIRED FOR MHs


NOTES

uPVC 90° SN8 BEND

WITH SOLVENT

CEMENT JOINT

DN100 OR DN150

uPVC DROP PIPE

SN8 TO AS 1260

250 MIN

230

S/S 316 BRACKET


RECESS IN MH WALL

FOR EYE BOLT

EYE BOLT AS

DETAILED

RECESS IN MH WALL

FOR EYE BOLT

Ø10 mm HOOK

S/S TYPE 316

STANDARD NUT AND WASHER FOR

Ø20 BOLT SPOT WELDED TO EYE BOLT

Ø10 mm

HOOK

REFER LADDER

DETAILS ON

SEQ-SEW-1301-27

MINIMUM OF 2 BRACKETS

AT MAXIMUM 1500 CTS


SEWER ≥ 1200 NB

SECOND Ø20 S/S316 NUT AND WASHER

AND FULL LENGTH THREADS ONLY

REQUIRED WHERE PIPE< 1200 NB

SEE NOTE 2

SEWER < 1200 NB

20

50

14

75

S/S 316 BOX

Ø10 mm HOOK

S/S TYPE 316

EYE BOLT AS

DETAILED

RECESS IN MH WALL

FOR EYE BOLT

C

C

C

C

SECTION

C

-

= =

250

MIN

HDPE LINER

REFER NOTES

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS



G.A. DETAILS

SEQ-SEW-1301-17 A

2705/2019

NOT TO SCALE


SEWER 675 NB TO 900 NB WITH DROP PIPE

AND SAFETY CHAIN DETAIL

AutoCAD SHX Text

Z

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Z

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-

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-

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CASE 1 CASE 2 CASE 3

CASE 4(a)CASE 4(b)

TYPICAL SECTION PLANS FOR JUNCTIONS

DESIGN OF JUNCTIONS

SIDE BRANCHES:

SIDE BRANCH UP TO Ø230

SIDE BRANCH GREATER THAN Ø230

R

8

4

0

D

d

A

DIAMETER

MAIN SEWER

'D'

MAX. DIAMETER

BRANCH SEWER

'd'

'A'

1050525 150

900825

150

d

D

D/3

D

D

D

D

d

D/3

230

MH WALL

BENCHING

d=

230

D/3

230

d

=

3

0

0

M

I

N

D/3

d=

300

SEWAGE SURFACE

MIN

R

8

4

0

1660

1200

230

A

FLOW

FLOW

R

7

1

0

R

7

1

0

230

1660

1200

(SEE TABLE FOR VALUES)

ALL SEWERS OF VARYING DIAMETER SHALL BE GRADED

OBVERT TO OBVERT WHEN THE SEWERS ARE IN LINE.

CASE 1. WHEN D-d IS EQUAL TO OR LESS THAN D/3 ie.

(D-d ≤ D/3) THEN THE OBVERT OF THE SIDE

BRANCH SHALL BE GRADED TO THE OBVERT OF THE

MAIN SEWER.

CASE 2. WHEN D-d IS EQUAL TO OR LESS THAN D/3 +

230, BUT GREATER THAN D/3 ie. (D/3 + 230 ≥

D-d > D/3), THEN THE OBVERT OF THE SIDE

BRANCH SHALL BE GRADED TO THE OBVERT OF THE

MAIN SEWER UP TO THE MAINTENANCE HOLE WALL

AND THEN THE CHANNEL THROUGH THE BENCHING

SHALL BE GRADED TO D/3 OF THE MAIN SEWER.

CASE 3. WHEN (D-d) - D/3 IS GREATER THAN 230, THE

OBVERT OF THE SIDE BRANCH SHALL BE GRADED TO

THE OBVERT OF THE MAIN SEWER AND A

BACKDROP JUNCTION SHALL BE USED TO BRING THE

SIDE BRANCH FLOW INTO THE MAIN SEWER AT D/3.

CASE 4. WHEN (D-d) - D/3 IS GREATER THAN 230, THE

SIDE BRANCH SHALL FIRST BE GRADED TO MEET

THE MAIN SEWER AT OBVERT LEVEL, THEN:

(a) THAT SECTION OF THE INCOMING LINE FROM THE

FIRST BRANCH SEWER MAINTENANCE HOLE TO

THE MAIN SEWER SHALL BE REGRADED SO THAT

THE SIDE BRANCH SEWER HAS AN ENTRANCE

DEPTH OF D/3; OR

(b) THAT SECTION OF THE INCOMING LINE FROM THE

FIRST BRANCH SEWER MAINTENANCE HOLE TO THE

MAIN SEWER SHALL BE REGRADED SO THAT THE

LEVEL OF THE SEWAGE SURFACE IN THE SIDE

BRANCH IS EQUAL TO THE LEVEL OF THE SEWAGE

SURFACE IN MAIN SEWER FOR AVERAGE DAILY

DRY WEATHER FLOWS.

WHERE MAIN SEWER IS LESS THAN 800 DIAMETER,

DIMENSION "A" FOR JUNCTIONS TO BE 230

MH WALL

BENCHING

BRANCH SEWER

MANHOLE

AVERAGE DAILY DRY

WEATHER FLOW

BRANCH SEWER

MANHOLE

MIN

MIN







NOTES

SEQ-SEW-1301-18 A

27/05/2019

NOT TO SCALE


'X' TYPE

DEEP MAINTENANCE HOLE

TYPICAL JUNCTION DETAILS

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

AutoCAD SHX Text

Z

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Z

A A

Ø

6

0

0

Ø1660

SLAB REINFORCEMENT

SECTION

PLAN

ACCESS OPENING

-

A

PE LINER

C

L

C

L

COVER

MH

TOP SEAL

REFER DRG

SEQ-SEW-1301-1

FOR DETAILS

NOTES



2. REFER SEQ-SEW-1301-26 FOR REINFORCEMENT DETAILS.

230600230 75 300 225

1200

150

SEQ-SEW-1301-19 A

27/05/2019

NOT TO SCALE


'X' TYPE


TYPICAL TOP SLAB

G.A. DETAILS

ORG DATE:

CoGC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

AutoCAD SHX Text

-

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-

C

L

BENCHING

250

MIN

.

A A

SECTION

-

A

200 M

IN

200 MIN

250

MIN

SECTION

-

B

250

MIN

.

B

C

L

Ø1200230 230

200

200

BENCHING


PIPES 600 NB OR LESS

EXTERNAL BACKDROP

B


200

200

200

HDPE LINER FOR MH GREATER THAN 4.0 m

AND/OR SEWERS GREATER THAN DN315

(TYPICAL)

FLANGE (TYPICAL)

CC

Ø1200230 230

DD

SECTION

-

C

200

*

200

1030

SECTION

-

D

200

*

200

1030

1200

250

MIN

1200

HYDTOPHYLIC SEAL

CJ-0775-3K

UNLESS APPROVES

OTHERWISE(TYPICAL)

¤

TO BE DETERMINED

FROM PIPE DESIGN

50 MIN (TYPICAL)¤

*

100

MIN

100

MIN

¤

250

MIN

¤

100

MIN

100

MIN

¤

250

MIN

¤

100

MIN

100

MIN

¤

250

MIN

¤

100

MIN

100

MIN

¤

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1301-20 A

27/05/2019

NOT TO SCALE


'X' TYPE




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CAD FILE: C:\Users\092507\Desktop\201808 Proposed Sewer MH reinforcement design drawings\ZZ Amended Drawings for SEQ_SP consideration\zz 20190524 Sent to Network\Renumber\SEQ-SEW-1301-20A.dwgC:\Users\092507\Desktop\201808 Proposed Sewer MH reinforcement design drawings\ZZ Amended Drawings for SEQ_SP consideration\zz 20190524 Sent to Network\Renumber\SEQ-SEW-1301-20A.dwg

AutoCAD SHX Text

DATE PLOTTED: 27 May 2019 - 9:34 AM27 May 2019 - 9:34 AM - 9:34 AM9:34 AM

AutoCAD SHX Text

LAST MODIFIED BY: 092507092507


C

L

BENCHING


CJ

EXTERNAL BACKDROP

PIPES 600 NB OR LESS WITH DROP PIPE

L

CJ

300

CJ

300

CJ

CJ

CJ

300

CJ

300

C

A

CJ

B B

TYPICAL SECTION TYPICAL SECTION

N12 CIRCULAR TRIMMER

TYPICAL

14 N12-300 (TYPICAL)

REFER CJ DETAILS

(TYPICAL)

21 N12-200



TYPICAL

HYDROTITE CJ-0725-3K

N12-200T

N12 CIRCULAR

TRIMMER

SECTION

-

A

SECTION

-

B

N12-200T

21 N12-200

N12 CIRCULAR

TRIMMER

N12-200T

7 N12

N12-200

N12-200


N12-200T

N12-200T

BENCHING

A

N12-300

N12 CIRCULAR

TRIMMER

N12-200T N12-200T

CJ

CJ

21 N12-20021 N12-200 CTS

N12-200T N12-200T

CJ

TYPICAL CJ DETAIL

70

50

230

14 N12-300

HYDROTITE

CJ-0725-3K

N12 CIRCULAR

TRIMMER

N12 CIRCULAR

TRIMMER

OUTSIDE

FACE

INSIDE

FACE

25

300

300

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1301-21 A

23/05/2019

NOT TO SCALE


'X' TYPE




AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

250

MIN

B

A

SECTION

-

A

C

L

Ø1200

-

230

230

250

MIN

BENCHING

SECTION

-

B


PIPES > 600 NB TO 1050 NB

A

PIPES 1200 NB

1200230

150

230

B

C

L

250

MIN

1200

1700

SECTION

-

C

CC

HDPE LINER FOR MH GREATER THAN 4.0 m

AND/OR SEWERS GREATER THAN DN315

(TYPICAL)

250

MIN

*

250

MIN

250

MIN

1200

250

MIN

SECTION

-

D

1960

150

DD

250

MIN

*

TO BE DETERMINED

FROM PIPE DESIGN

*

250

MIN

250

MIN

250

MIN

1200

50 MIN (TYPICAL)¤

250

MIN

250

MIN

1660

¤¤

¤

100

MIN

100

MIN

¤

250

MIN

¤

100

MIN

100

MIN

¤

100

MIN

100

MIN

SEQ-SEW-1301-22 A

23/05/2019

NOT TO SCALE


'X' TYPE



SEWERS > 600 NB TO 1200 NB

ORG DATE:

CoGC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

C

L

C

L

BENCHING


PIPES > 600 NB TO 1050 NB

300

CJ

300

CJ

CJ

CJCJ

CJ

B B

CJCJ


TYPICAL

21 N12-200 TYPICAL


TYPICAL

HYDROLITE CJ-0725-3K

N12 TRIMMER

21 N12-200

N12-200


REFER CJ DETAILS ON

DRG.SEQ-SEW-1301-22

(TYPICAL)

N12-200T

N12-200T

A

A

SECTION

-

A

TYPICAL SECTION

TYPICAL SECTION

SECTION

-

B

300

CJ

300

CJ


TYPICAL

14 N1-300 TYPICAL

N12-150 E.F

N12-150 E.F

N12-150B

N12-150B

CJ CJ

N12 CIRCULAR

TRIMMER


TYPICAL

C

L

1. EXTERNAL COVER TO REINFORCEMENT IS 75 mm.

NOTE

N12-200T

21 N12-200

N12-200B

N12-200B

N12-150T

N12-150T

N12-150B

N12-150B

PIPES 1200 NB

SEQ-SEW-1301-23 A

27/05/2019

NOT TO SCALE


'X' TYPE



SEWERS > 600 NB TO 1200 NB

ORG DATE:

CoGC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

C

L

MH

Ø1200230

230

250

*

250

C

L

PIPE

1200

230

250

230

250

230

250

A

SECTION

-

A

-

PLAN

A

SEWERS > 1200 NB

*

TO BE DETERMINED

FROM PIPE DESIGN

Ø1200230250

*

C

L

¤

100

MIN

¤

100

MIN

C

L

MH

PIPE

250

250

*

TO BE DETERMINED

FROM PIPE DESIGN

*

*







NOTES

SEQ-SEW-1301-24 A

27/05/2019

NOT TO SCALE


'X' TYPE



SEWERS > 1200 NB

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

50 MIN (TYPICAL)¤

AutoCAD SHX Text

-

AutoCAD SHX Text

-

1. COVER TO REINFORCEMENT IS 75 mm.

2. REFER SEQ-SEW-1301-23 FOR REMAINING REINFORCEMENT DETAILS.

NOTES

C

L

C

L

MH

A

SECTION

-

A

SEWERS GREATER THAN 1200 NB

A

N12-150B

N12-150B

CJ

300

CJ

300

CJ

CJ

TYPICAL SECTION


TYPICAL

14 N12-300 TYPICAL

N12-150

N12-150

N12-150 E.F

N12-150 E.F

REFER CJ DETAILS ON

DRG.SEQ-SEW-1301-22

(TYPICAL)


TYPICAL

N12-150T

N12-150T

N12-150B

N12-150B

SEQ-SEW-1301-25 A

27/05/2019

NOT TO SCALE


'X' TYPE



SEWERS > 1200 NB

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

AutoCAD SHX Text

-

AutoCAD SHX Text

-

6

0

0

150

6

0

0

175

'G' TYPE TOP SLAB - 900 mm ID MH

BOTTOM REINFORCEMENT SHOWN


T & B FOR 175 mm THICK SLAB

3 N12 CIRCULAR TRIMMERS WELDED

AT 40 mm CRS

N12 - 100

LAID FIRST

N12 - 100 -B

LAID

SECO

ND

PE LINER

PE LINER

3 N12 CIRCULAR TRIMMERS

WELDED

N12 TRIMMER B

N12 -100 LAID FIRST

N12 -100 LAID SECOND

Ø1130

Ø1130

CLASS RATING B REINFORCEMENT

R10 -100 LAID FOURTH


R10 -100 LAID THIRD

PE LINER

150

Ø1500


WELDED

N12 TRIMMER B

N12 -100 LAID FIRST


PE LINER

175

Ø1500

N12 - 100

LAID FIRST



R10 -100 LAID THIRD

'F' TYPE TOP SLAB - 1200 mm ID MH

6

0

0

Ø1660

PE LINER

C

L

C

L

MH

C

L

C

L

MH

C

L

C

L

MH

C

L

C

L

OPENING

MH

C

L C

L

OPENING

MH

150

LAID FIRST

N12 - 100

N12 - 100 -B

LAID

SECO

ND

N12 TRIMMER B

'X' TYPE TOP SLAB - 1200 mm ID MH


N12 -100

LAID FIRST

N12 -100

LAID SECOND

PE LINER

175

R10 -100

LAID FOURTH

N12 TRIMMER

R10 -100

LAID THIRD

C

L

C

L

MH

N12 - 100 -B

LAID

SECO

ND

Ø1660


WELDED AT 40 mm CRS

A

'G' TYPE TOP SLAB SECTIONAL ELEVATION A-A


'F' TYPE TOP SLAB SECTIONAL ELEVATION B-B

BB

C C


'X' TYPE TOP SLAB SECTIONAL ELEVATION C-C

CLASS RATING D REINFORCEMENT

'G' TYPE TOP SLAB SECTIONAL ELEVATION A-A


'F' TYPE TOP SLAB SECTIONAL ELEVATION B-B


'X' TYPE TOP SLAB SECTIONAL ELEVATION C-C

R10 CIRCULAR TRIMMER

R10 CIRCULAR TRIMMER

N12 -100 LAID FIRST


WELDED

N12 -100 LAID FIRST


A

N12 -100

LAID FIRST

N12 -100

LAID SECOND



WELDED



O

P

E

N

I

N

G

O

P

E

N

I

N

G

O

P

E

N

I

N

G

OPENING

OPENING

50

40

REINFORCEMENT COVER DETAILS

HDPE LINER

OPENING

OPENING


305225

305225

190

190


B FOR 150 mm THICK SLAB





SEQ-SEW-1301-26 A

24/05/2019

NOT TO SCALE


'G', 'F', 'X' TYPE MAINTENANCE HOLES

TOP SLABS

REINFORCEMENT DETAILS

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

1

A

2 3 45

6 7 8 9 10 11 12

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8 9 10 11 12

NOT TO SCALE

DETAILS OF SLOTTED

HOLE IN LADDER STILE

TYPICAL LADDER ARRANGEMENT

FOR DEEP MAINTENANCE HOLES

3 mm RECESS

3

RUNG FIXING DETAIL

ELEVATION

LADDER BRACKET PLAN

WHERE Ø = 66.2° - Ø1200 M.H.

DETAILS OF LADDER BRACKET

DETAILS OF SPLICE PLATE AND CONNECTION

FOR LADDER STILES

TOP OF LADDER DETAIL

BOTTOM OF LADDER DETAIL

300 M

AX

150 M

IN

375

50

200

12 12

30

180

18

230

265

75

12

12

40

90

0

15

55

75

12

5

GAP

75

35

50 55 50

35

18

37.5

75

1500

15

225

300

300

40

C RUNG

L

L

C RUNG

L

C BRACKET

C BRACKET

L

C BRACKET

L

3

Ø20 DEFORMED

REINFORCEMENT

BAR RUNG

75 X 12 STILE

4 No OFF M16

HEXAGONAL BOLTS, 45

LONG WITH WASHERS

EACH SIDE

SPLICE

PLATE 75

X 12

4 No OFF Ø18

HOLES FOR M16

BOLTS

ANGLE MAY BE ADJUSTED TO

SUIT DIFFERENT

MAINTENANCE HOLE SIZES

2 SLOTS 18 x 40

SLOTTED HOLES FOR

LADDER BRACKET

SLOTTED HOLES TO

ATTACH BRACKET

USING 45 LONG M16

BOLTS WITH

WASHERS EACH SIDE

Ø20 DEFORMED

REINFORCEMENT BAR

RUNG

SLOTTED HOLES

FOR LADDER

BRACKET

MAX

75X12 FLAT

LADDER SIDE

FULLY SEAL WELD

FULLY SEAL WELD

HOLES IN STILE TO

SUIT DEFORMED BAR

RUNG

M16 CHEMICAL

ANCHORS TO

ATTACH BRACKET

TO WALL 120 mm

EMBEDMENT

PROVIDE 12 THICK

SPONGE NEOPRENE

GASKET BETWEEN

WALL AND POLYETHYLENE

LINING WHERE

LINING INSTALLED

LAD

DER BRACKETS

AT 1800 CEN

TERS M

AX

200 FROM BACK EDGE OF RUNG

700

C

L

C

L

MH

COVER

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1301-27 A

24/05/19

NOT TO SCALE


TYPICAL M.S. AND S.S.

LADDER AND ASSOCIATED FITTINGS

1. REFER SEQ-SEW-1101-4,

SEQ-SEW-1101-5 AND


NOTES

AutoCAD SHX Text

=

AutoCAD SHX Text

=

AutoCAD SHX Text

=

AutoCAD SHX Text

=

FLOW

25 RADIUS

8

1

BENCH SLOPE

ROUNDED NOSING

AT INLET & OUTLET PIPE

600

FLOW

50 MIN

600 FOR VC & RC PIPE

1500 FOR DI PIPE

300 MIN

400 MAX

300 MIN

400 MAX

600 FOR VC & RC PIPE

1500 FOR DI PIPE

200

MIN

A

FLOW

NOTES

(SEE NOTE 5)

MH CONNECTOR

SECTION

-

A

40 FOR DN 150

30 FOR > DN 150

ID

+75

NO

M

I

D

APPROX.

AA

MH CONNECTOR

(SOCKETED STUB PIPE)

MH CONNECTOR

(SOCKETED STUB PIPE)

100 M

IN

SP-SOC ROCKER PIPE

MH CONNECTOR

(SEE NOTE 5)

ROCKER PIPE

RRJ COUPLINGS

SANDED OR RIBBED MH

CONNECTOR WITH RRJ SOCKET

(SEE NOTE 5)

SANDED OR RIBBED MH

CONNECTOR WITH RRJ SOCKET

(SEE NOTE 5)

SP-SP

ROCKER PIPE

SP-SOC

ROCKER PIPE

100 MIN

50 M

IN

CLASS 3 FINISH

CLASS 3 FINISH

150

MIN

(SEE NOTE 3)

150

MIN

SP-SP ROCKER PIPE

600 FOR VC PIPE

1500 MAX FOR GRP PIPE

1500 MAX FOR GRP PIPE

600 FOR VC PIPE

TYPICAL PRECAST MAINTENANCE HOLE

- PRECAST PREBENCHED BASE -

FOR PVC SEWERS

TYPICAL MAINTENANCE HOLE CAST IN-SITU

FOR VC & GRP SLEEVE COUPLED SEWERS

(SEE NOTE 6).

TYPICAL PRECAST MAINTENANCE HOLE -

WITH BASE CAST IN-SITU

FOR VC, RC & DI SEWERS

FLOW

A

APPROVED

COMPRESSION SEAL

SEE NOTE 7.

PRECAST BASE WITH

FACTORY BENCHING

OR BOWL BENCHING.

URETHANE SEALANT

TO ANNULUS GAP.

SP-SOC

ROCKER PIPE

600 LONG.

SP-SP ROCKER

PIPE 600

LONG.

TYPICAL PRECAST MAINTENANCE HOLE -

WITH BASE CAST IN-SITU -

FOR RUBBER RING JOINT PVC & ABS SEWERS

HYDROPHILIC SEAL

(SEE NOTE 6).

(SEE NOTE 8)


2. PIPE CONNECTION DETAILS APPLY TO PRECAST

AND CAST IN-SITU MH (SEE SEQ-SEW-1300-1 &

SEQ-SEW-1303-1).

3. FORM ROUNDED NOSING ON INLET & OUTLET

PIPES TO PREVENT DAMAGE TO JETTING

EQUIPMENT, CCTV GUIDES & CABLES.

4. CAST IN-SITU MH CONNECTION DETAIL AND PE

CONNECTION METHODS SHOWN ON

SEQ-SEW-1313-1.

5. PVC, ABS & GRP MH CONNECTORS TO HAVE

HYDROPHILIC SEAL AND TO BE SANDED. REFER

DETAIL SEQ-SEW-1313-1.

6. USE RRJ ROCKER PIPES AS SHOWN.

7. THE USE OF PRECAST CONCRETE BASES INCLUDING

CONNECTION DETAILS WILL BE IN ACCORDANCE

WITH SERVICE PROVIDER APPROVALS.

8. BENCHING AND CHANNEL SHALL BE FINISHED WITH

A 2:1 SAND-SULPHATE RESISTANT CEMENT MORTAR

RENDER 15 THICK, CLASS 3 FINISH.

HYDROPHILIC SEAL

HYDROPHILIC SEAL

ORG DATE:

CoGC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1302-1 B

1/1/2013

B 16/05/19 Note 8 amended

NOT TO SCALE


MAINTENANCE HOLES

CAST IN-SITU AND PRECAST

TYPICAL PIPE CONNECTION DETAILS

DROP JUNCTION

ROUNDED NOSING

SWJ 90° BEND

FLOW

TYPE 'Y'

CONCRETE

GRADE TO SUIT

(SEE TABLE)

GRADE TO SUIT

(SEE TABLE)

uPVC PIPE LENGTH

TO SUIT

'A'

CUT OUT TO

ALLOW MAINTENANCE

ACCESS

TYPE 'X'

TYPE 'V' TYPE 'W' TYPE 'X' TYPE 'Y'

MIN MAX MIN MAX MIN MAX MIN MAX

*

200 200 460 460 - 460 -

*

250 250 600 600 - 600 -

*

280 280 700 700 - 700 -

*

330 - - - - -

DIA

100

150

225

300

NOM

DIMENSION 'A' TABLE

*

45° 'Y' JUNCTION

TYPE 'W'

45° BEND

'A'

'A'

MONOLITHIC

CONCRETE

BEDDING

FOR INTERNAL DROP

BENCHING REFER

SEQ-SEW-1306-1

DI FITTING SEE

NOTE 11 AND

SEQ-SEW-1303-2

ROCKER PIPE

REFER NOTE 10

FLOW

SS 316 CLIPS &

BRACKETS WITH

M10 SS 316

ANCHORS. MIN

OF 2 BRACKETS

AT 20x5 MIN

SS316 FLAT BAR

AND AT MAX.

1500 SPACING

(REFER TO NOTE 6 AND 11)


2. THIS DRAWING APPLICABLE TO PRECAST AND IN-SITU MH.

3. ALL CONNECTION TYPES SHOWN IN THIS DRAWING ARE APPLICABLE TO VC,

PVC RUBBER RING (RRJ), PP & GRP PIPES, UNLESS OTHERWISE SPECIFIED.

4. TO ENSURE BONDING COAT PVC AND GRP PIPES CAST INTO MH WALL AND

BASE WITH RESIN/SOLVENT & SAND OR ABRADE FOR THE LENGTH OF WALL

PENETRATION IN ADDITION TO HYDROPHYLIC SEAL.

5. ROCKER PIPE LENGTHS AND CONNECTION SYSTEMS TO BE AS SHOWN IN

SEQ-SEW-1302-1.

6. Ø1200 MANHOLES SHALL BE USED WHERE MORE THAN ONE (1) TYPE 'X'

DROP ENTERS A MANHOLE OR WHERE SHOWN ON THE DRAWINGS.

7. FLEXIBLE JOINTS SHALL BE CLEAR OF ALL CONCRETE.

8. MANHOLE DROP TYPES 'W', 'X' AND 'Y' SHALL ONLY BE USED FOR SEWERS

FROM Ø100 TO Ø300.

9. DETAILS SHOWN ARE LIMITED TO DEPTHS OF 6000. FOR DEPTHS > 6000

REFER TO STRUCTURAL DESIGN DRAWINGS.

10. INTERNAL DROPS ARE NOT PERMITTED WITHOUT THE USE OF AN EXTERNAL

L.R BEND WHERE THE SEWER GRADIENT EXCEEDS 1 IN 10 (10%).

11. FOR UNITYWATER, DI FITTING SHALL BE REPLACED WITH uPVC FITTING RRJ.

FOR LOGAN CITY COUNCIL THIS FITTING MAY BE DI OR UPVC

12. A TYPE W OR TYPE Y EXTERNAL DROP IS PREFERRED FOR A NEW CONCRETE

MH. AN INTERNAL TYPE X DROP IS PERMITTED FOR AN EXISTING MH.

NOTE:-


BE GRADED OBVERT TO OBVERT

200

'A'

uPVC SWJ 90° BEND

MH COUPLING DETAIL

SEE SEQ-SEW-1313-1

150 CONCRETE

SURROUND

COREHOLE 150 CLEAR OF WALL

JOINT AND FIX AND REPAIR WITH

MEGAPOXY. HYDROPHYLIC SEAL TO

BE FIXED TO FITTING WITH 100

OVERLAP IN CONTACT WITH SELF

NOTES

TYPE 'V'

MH COUPLING DETAIL

SEE SEQ-SEW-1302-1

AND SEQ-SEW-1313-1

MH COUPLING DETAIL

SEE SEQ-SEW-1302-1

AND SEQ-SEW-1313-1

FLOW

MINIMUM DROP THROUGH MAINTENANCE

HOLE AS TABLED

MH COUPLING DETAIL

SEE SEQ-SEW-1302-1

AND SEQ-SEW-1313-1

FOR UNITYWATER, D.I. FITTING SHALL

BE REPLACED WITH uPVC FITTING RRJ

MIN

330

* ***

**

**

THESE 'A' SIZES MAY VARY DEPENDING ON

AVAILABILITY OF FITTINGS

ORG DATE:

CoGC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

≤

SEQ-SEW-1303-1 C

1/1/2013

B

C

21/08/15

28/12/18

AMENDED MAINTENANCE HOLE ANGLE TABLE

AMENDED DIMENSION 'A' TABLE AND NOTE 8. ADDED NOTE 12

NOT TO SCALE


MAINTENANCE HOLES

SEWERS DN300

TYPICAL CHANGES IN LEVEL DETAILS

AutoCAD SHX Text


AutoCAD SHX Text

0%%D

AutoCAD SHX Text

>0%%D to<45%%D

AutoCAD SHX Text

>45%%D to <90%%D

AutoCAD SHX Text

BRANCH

AutoCAD SHX Text

AT

AutoCAD SHX Text

ANGLE

AutoCAD SHX Text

20

AutoCAD SHX Text

30

AutoCAD SHX Text

40

AutoCAD SHX Text

30

AutoCAD SHX Text

50

AutoCAD SHX Text

80

AutoCAD SHX Text


AutoCAD SHX Text

DIAGRAM

AutoCAD SHX Text

MIN

AutoCAD SHX Text

>60%%D to <90%%D

AutoCAD SHX Text

>30%%D to <60%%D

AutoCAD SHX Text

<30%%D

AutoCAD SHX Text

DEFLECTION ANGLE

AutoCAD SHX Text

"A"

15

11

20

11

20

11

15

20

15

15

+0

+0

+0

100 INSPECTION BENDSECTIONAL ELEVATION

(TYPICAL FOR ALL FITTINGS.)FOR SEATING OF RUBBER RING.5 RADIUS VERTICAL DIMENSION

OPENINGINSPECTIONPART PLAN

NOTES

150 INSPECTION BENDSECTIONAL ELEVATION

+0

225x150 INSPECTION BENDSECTIONAL ELEVATION+0

10

+0

5

30

300x150 INSPECTION BENDSECTIONAL ELEVATION

+0

+0

15

285R150

10

375

Ø160 -1

200

R106

270

15°

Ø110 -1

30R30

60°

10

R15

5

340

15°

Ø160 -1

Ø156 -1

Ø176

Ø182

Ø105

60

11 115

15

5

10

20

R30

30

60°

20

20

Ø315

Ø414

5

R30

275

15

80

Ø388 -1

Ø420

60°

R30

45°

15°

350

Ø238

Ø232

Ø212 -1

Ø155

R30

Ø160 -1

60

115

265

Ø324

Ø330

Ø240

Ø300 -1

R30

2080

60°

20

30

15

R30

45°

15°

OPENING

PART PLANINSPECTION

OPENING

PART PLANINSPECTION

OPENING

PART PLANINSPECTION

DI SMALL RADII SHALL BE 5.

ALL FITTINGS SHALL BE CAST SPHEROIDALGRAPHITE IRON GRADE 500/320/7 TOCOMPLY WITH AS.1831.

INSPECTION OPENING COVERS SHALL BE3 THICK u.P.V.C SHEET WITH M10 NYLONNUTS & BOLTS TO SUIT.

DIMENSIONS ARE IN MILLIMETRES UNLESSSHOWN OTHERWISE.

1.

2.

3.

4.

5.

DRILL Ø12 HOLE

DRILL Ø12 HOLE.

DRILL 10

5

10

5

DI FITTINGS FOR USE WITHu.P.V.C. SEWERS AND DROPPIPES SHALL BE RUBBER RINGJOINTED.

Ø12 HOLE

DRILLØ12 HOLE

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC




IRON INSPECTION BENDS FORTYPICAL INTERNAL DROP PIPES

IN SEWERAGE MANHOLES

25°

40

80

40

50 6

6

50

4010

40

40

160 FOR DN100 uPVC DROP PIPE

20

40 80 40

8

40

40

17

22

3

R83 FOR DN150 uPVC PIPE

3

3

R83 FOR DN150 uPVC PIPE

50 NOM.

6 NOM.

6 NOM

66

A

A

B

BD

D

-

--

-

-

-

PART A PART B

SECTION A-

6

6

C C--

6

66 6

E

E-

-

E

E-

-

6 THICKS.S. PLATE

DIA. 14 HOLE

6

OPTION 'A'20 THICK S.S.BASEPLATE

6 THICKS.S. PLATE

6 THICKS.S. PLATE

OPTION 'B' BASE DETAIL

6

6 THICKS.S. PLATE

6

ALTERNATIVE

55 F

OR

BRACKET DETAILS - OPTION 'A' BASE

6

14 DIA. HOLEFOR M12 BOLT

14 DIA. HOLEFOR M12 BOLT

6

6

6

100 MAX.

PART A

PART B

PE LINING

PLAN

NOTE:

MAINTENANCE HOLEWALL REINFORCEMENT

ELEVATIONBRACKET ASSEMBLY - OPTION 'A' BASE

4 x 24 DIA.OVERSIZE HOLES

DIA. 36 S.S. ROUND BAR ORM40 S.S. BOLT OR THREADEDROD

20 THICK S.S.BASEPLATE

SECTION D-

SECTIO

N E

ALT

ERN

ATIV

E

SECTION B- SECTION C

-

SLOT END OF BARTO FIT WEB OFCLAMP

SECTION E-

DIRECT CHEMICAL GROUTINGIN CORED HOLE OR CAST INTOWALL. REFER NOTE 9.

MAINTENANCEHOLE WALL

150 MIN.EMBEDMENTFOR 230 WALL

DIA. 36 S.S. ROUND BAROR M40 S.S. BOLT ORTHREADED ROD

20 MAX. PRECISIONGROUT DIRECT TOCONCRETE

100 SQUARE S.S.BASEPLATE 16 THICK

DIA. 20 OVERSIZE HOLEFOR M12 S.S. BOLT WITH4mm THICK PLATEWASHER

SECTION E-

DIA. 36 S.S. ROUND BAR ORM40 S.S. BOLT OR M40 S.S.BOLT OR THREADED ROD

GLUE THE NEOPRENE GASKET TO THE BRACKET USING A SUITABLE CONTACTCEMENT. SIMILARLY GLUE ANY ADDITIONAL NEOPRENE GASKETS REQUIRED TO THEGASKET ALREADY INSTALLED.

MAINTENANCE HOLE WALLREINFORCEMENT

4 M16 S.S. THREADED RODS WITHCLAMPING AND FIXING NUTS AND 4mmTHICK S.S. PLATE WASHERS. COAT ALLEXPOSED THREADS WITH 'DENSO' OREQUIVALENT SYSTEM.

MAINTENANCEHOLE WALL

S.S. FEMALE THREADED FERRULES 60 MIN.EMBEDMENT - WELD TO REINFORCEMENTIF DIRECTED BY SUPERINTENDENT. (90MIN. EMBEDMENT IF WELDED).

S.S. WASHERSAS REQUIREDFOR PACKING

NEOPRENEGASKET 50x3STRIP 'CLARKRUBBER' OREQUIVALENT

M12 S.S. BOLT, 35 LONG WITH NUTS AND WASHERS. DO NOTOVERTIGHTEN NUTS.TIGHTEN NUTS SUFFICIENTLY TO LIGHTLYCOMPRESS THE NEOPRENE GASKET ONLY.

PE LINER PENETRATION TO BESEALED WITH '3M DP-8005'ADHESIVE OR EQUIVALENT. REFERNOTES 12 AND 13.210 NOM FOR DN100 uPVC

240 NOM FOR DN150 uPVC

SN8 UPVCDROP PIPE

NOTESGENERAL1. BRACKETS TO BE INSTALLED AT MAXIMUM 1500

CENTRES BUT AT LEAST ONE AT TOP AND ONE ATBOTTOM OF DROP PIPE.

STAINLESS STEEL2. STAINLESS STEEL WORK SHALL COMPLY TO

AS1554.6-1994 OR APPROVED EQUIVALENT.3. STAINLESS STEEL MATERIALS SHALL BE SUPPLIED TO

MIN ASTM GRADE 316 OR EQUIVALENT.4. WELDING SHALL COMPLY TO AUSTRALIAN WELDING

RESEARCH ASSOCIATION TECHNICAL NOTE 16 -WELDING STAINLESS STEELS.

5. WELDS SHALL BE 6mm CONTINUOUS FILLET WELDS(AWS A5.9 ELECTRODE (2209) UNLESS NOTEDOTHERWISE.

6. ALL STORAGE, FABRICATION AND WELDING OFSTAINLESS STEEL SHALL BE CARRIED OUT IN AN AREASPECIFICALLY DEDICATED TO THE PARTICULAR GRADEOF STAINLESS STEEL BEING USED.

7. WELD SURFACE FINISH TO BE:(a) INTERNAL WELDS 1B, II(b) EXTERNAL WELDS 1B, I (200#)

8. USE OVERSIZE WASHERS AS REQUIRED FOR OVERSIZEHOLES.

9. ALL SHAFTS FOR OPTION 'B' AND AT LEAST ONEFERRULE FOR OPTION 'A' SHALL BE WELDED TOREINFORCEMENT WHERE BRACKETS ARE INSTALLEDWITHIN 60 METRES OF HIGH VOLTAGE ELECTRICALPOWER TRANSMISSION TOWERS OR AS DIRECTED BYTHE AUTHORITY.

BASE DEAL10. OPTION 'A' BASE IS APPLICABLE FOR PE-LINED

MAINTENANCE HOLES.11. OPTION 'B' BASE IS APPLICABLE TO EXISTING OR NEW

MAINTENANCE HOLES NOT REQUIRING PE LINING.

PE LINER12. THE FERRULES SHOULD BE INSTALLED THROUGH THE

PE LINER IF NOT REQUIRED TO BE WELDED TO WALLREINFORCEMENT. OTHERWISE, THE THREADED RODSSHOULD BE INSTALLED THROUGH THE PE LINER INTOTHE PRE-INSTALLED FERRULES. AT THE INTERFACEBETWEEN THE PE-LINED WALL AND THE THREADEDSTAINLESS STEEL RODS, THE GAP SHALL BE SEALEDUSING '3M'S DP-8005' ADHESIVE OR SIMILARAPPROVED PRODUCT TO CREATE A GAS TIGHT SEAL,INSTALLED IN ACCORDANCE WITH THEMANUFACTURER'S RECOMMENDATIONS (APPLYING ACONTINUOUS BEAD AROUND THE INTERFACE POINT OFTHE THREADED ROD AND THE PE LINER).

13. OPERATORS SHOULD NOTE THAT '3M' DP-8005ADHESIVE HAS A VERY SHORT WORKING LIFE (3 TO 4MINUTES).

R58 FOR DN100 uPVC PIPE R58 FOR DN100 uPVC PIPE

190 FOR DN150 uPVC DROP PIPE50

3

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC




TYPICAL STAINLESS STEEL BRACKETS FORDN100 AND DN150uPVC DROP PIPES

CHANGE IN DIAMETER OF SEWER

CHANNEL TO MATCH

LARGER DIAMETER PIPE

150

1.

2.

ALL DIMENSIONS IN MILLIMETRES.

NOTES

OF SEWER (MAX 200) TO IMPROVE FLOW AND

WHERE NECESSARY PULL MH OFF CENTRELINE

FOR CHANNEL INTERSECTION AND OFFSET DETAILS 4.

ACCESSIBILITY PROVIDED THE FOLLOWING CONDITIONS ARE MET:

FOR INLET - OUTLET CHANGES IN LEVEL REQUIREMENTS SEE 5.

INTERSECTION

INTERSECTION

EXTERNAL DROP

ALLOWABLE DEFLECTION

120° MAX

POINT (PEG)

EXTERNAL DROP

DEFLECTIONS

0° TO 90°

45° TO 90°

ALLOWABLE DEFLECTION

- ALL TANGENT POINTS TO BE CONTAINED WITHIN MH.

- MAINTENANCE EQUIPMENT CAN BE USED IN ALL MAINS.

- SUFFICIENT WORK AREA AVAILABLE AS 2xØ300 FOOT AREAS.

INCOMING SEWERS HAVING EXTERNAL DROP

INTERSECTION POINT

LEGEND

CENTRELINE OF MH

FLOW

F

L

O

W

FLOW

FLO

WFLO

W

FLOW FLOWFLOW

FLOWFLOW

POINT (PEG)

POINT (PEG)

INTERSECTION

POINT (PEG)

INTERSECTION

F

L

O

W

F

L

O

W

FLOWFLOW

CHANGE IN DIRECTION OF SEWER

SP-SOC

ROCKER PIPE

SP-SOC

ROCKER PIPE

INVERT LEVELS TO BE AS SHOWN IN DESIGN DRAWINGS.3.

SEE SEQ-SEW-1305-1.

(SEE NOTE 3)

OFFSET

(SEE N

OTE 2)

(SEE NOTES 2, 4 & 6)

OFFSET

MULTIPLE INCOMING SEWERS

- OFFSET AS SPECIFIED.

FOR SEWERS ON STEEP GRADES OR WHERE THE INTERSECTION6.

ANGLE IS <45° USE DROP CHAMBER AS SHOWN ON SEQ-SEW-1306-1.


OFFSET


OFFSET

OFFSET


30° MAX

30° MAX

SEQ-SEW-1301-2, SEQ-SEW-1301-8 AND SEQ-SEW-1303-1.

QUU DOES NOT PERMIT THE USE OF THIS DROP CHAMBER.

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

≤

SEQ-SEW-1304-1 B

1/1/2013

B 7/06/19 AMENDED NOTE 5.

NOT TO SCALE


MAINTENANCE HOLES

SEWERS DN300

TYPICAL CHANNEL ARRANGEMENTS

1.

2.

ALL DIMENSIONS IN MILLIMETRES.

NOTES

CHANNEL APPROACHES VERTICAL ON OUTSIDE OF CURVEAREAS SHOWN INDICATE WHERE THE SIDE OF THE

CHANNELS SHOWN ARE FOR DN 150 & DN 225 PIPES 3.

APPROVED DESIGN DETAIL.SHAPES ARE OPTIMUM HYDRAULICALLY, ALTERNATIVES BY4.

DESIGNER TO USE LONG RADIUS BENDS AS ROCKER PIPES.WHERE INCOMING SEWERS EXCEED 10% GRADE 5.

IN STANDARD DN 1050 MH.

TYPICAL CHANNEL DETAILS

SIDE OF CHANNEL MAYAPPROACH VERTICALON OUTSIDE OF CURVE(AS SHOWN SHADED)

1 IN 8 NOM HEIGHT AT OUTLETSLOPE ON BENCH

OPPOSING INLETS

90° OUTLET

90° BEND

CENTRE OF MH

LARGER MAIN LINE WITH BEND &

2 x SMALLER 90° OPPOSING INLETS

25 NOM RADIUS

ID

6.

STRAIGHT THROUGH & 90° INLET

INTERSECTIONPOINT (PEG)

CENTRE OF MH

FLOW

CENTRE OF MH

POINT (PEG)INTERSECTION

30°

CENTRE OF MH

INTERSECTIONPOINT (PEG)

1 I

N 5

HEIGHT AT INLET

POINT (PEG)INTERSECTION

MAX

OFFSET100

OFF

SET

100

OFFSET175

OFF

SET

175

OFFSET100

OFF

SET

100

ACUTE ANGLE ENTRY MAY BE APPROVED FOR LOWFLOWS OR MAY BE ACCOMMODATED BY EXTERNALDROP JUNCTION OR DROP CHAMBER SEESEQ-SEW-1304-1 & SEQ-SEW-1306-1.

7. OFFSET DIMENSIONS SHOWN ARE MINIMUMS.

OFF

SET 1

00

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC




MAINTENANCE HOLESTYPICAL CHANNEL DETAILS

NOTES

CHANNELING TOSUIT (SEE NOTE 3)

TYPICAL INTERNAL DROP

EXTEND PIPEWORK TOEDGE OF CHANNEL

EXISTING MANHOLEINSTALLATION DETAIL

SUITABLE FOR IN-SITU AND PRECAST MH

(WHERE AUTHORISED)

45° BEND

REMOVE SECTION OF BENCH

OR CONSTRUCT CONCRETE SIDEWALLS ON BENCHES

45° BEND

CUT TO SUIT

SECTION A-

-A

ELEVATION

(IN-SITU MH SHOWN)

FLO

W

(IN-SITU MH ONLY)SECTION

-B

FLO

W

TYPICAL DROP CHAMBER

ELEVATION

CHANNELINGTO SUIT

(SEE NOTE 3)

ALTERNATIVE INLET

150 NOM

450 M

IN

-B

INVERT 50 MINABOVE MH OUTLET

IF REQUIRED

DRO

P H

EIG

HT

(SEE S

EQ

-SEW

-1303-1

) BRACKET DETAILSEESEQ-SEW-1303-1

'X' DROP DETAILS SEESEQ-SEW-1303-1 &1303-2

(EXTERNAL DROP)

1. ALL DIMENSIONS IN MILLIMETRES.2. THIS DRAWING TO BE READ IN CONJUNCTION WITH

SEQ-SEW-1300-1 & SEQ-SEW-1303-1.3. DISCHARGE PIPE AND CHANNEL PLACEMENT TO DIRECT

SEWAGE IN DIRECTION OF MAIN FLOW.SEE SEQ-SEW-1304-1 AND SEQ-SEW-1305-1.

4. DN 1200 MH TO BE USED WHERE DROP PIPE >DN 150 ORMORE THAN TWO x DN 150 INTERNAL DROPS ARE USED.

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC




MAINTENANCE HOLESTYPICAL ALTERNATIVE DROP CONNECTIONS

DN1050 - 175 THICK DN1200 - 200 THICK

Ø600

150

150

150

7

5

5

0

Ø1350

150

150

150

7

5

Ø1500

5

0

100

100

Ø600


PLAN

B

A

750 P.C.D

.

275Ø600

100

100

NOTES:

DN1500 - 225 THICK CONVERTOR SLAB REINFORCEMENT

100 CRS.

660 I.D. CIRCULAR

BAR WITH 300 LAP

5 BARS EQUALLY SPACED




100 SPACINGS

2 BARS AT

SECTION B-B

DEPTH

O

F M

AIN

TEN

AN

CE H

OLE

SECTION A-A


PLACE HOOKS ALTERNATELY


ALIGN COVER

OVER D.S

OUTLET

1800 O.D. CIRCULAR

BAR WITH 300 LAP

ALL REINFORCEMENT TO BE 12 DIA. GRADE 410Y DEFORMED BAR ALL

REINFORCEMENT TO HAVE HOOKED ENDS UNLESS NOTED OTHERWISE

10 x Y16 DOWEL BARS

150 LONG EQUALLY

SPACED

CONSTRUCTION JOINT

REFER NOTE 9

SURROUND AND FRAME SEE

SEQ-SEW-1308-1

10mm CEMENT/MORTAR

OR EPOXY MORTAR (e.g.

MEGAPOXY OR

EQUIVALENT) AS

REQUIRED BY SEQ-SP

BENCHING. SEE

SEQ-SEW-1302-1

FRAME

AND LID

DN

150 M

IN

CO

VER TO

HYD

RO

PH

ILIC SEAL TYPICAL

SHORT PIPE

2 X DIA

(600 MIN

900 MAX).

SHORT PIPE 2 X DIA

(600 MIN AND 900

MAX).

APPROVED

MAINTENANCE

HOLE

CONNECTOR -

SEE

SEQ-SEW-1313-1

MIN

.

300

500

MAX

2 BARS AT 100

SPACINGS

1. ALL DIMENSIONS ARE IN MILLIMETRES

2. ALL CAST IN-SITU CONCRETE SHALL BE GRADE SCC40 TO

WSA114.

3. REINFORCING BARS TO BE TO AS/NZS 4671:2001 WITH 50

COVER BOTTOM FACE.

4. ROUND MAINTENANCE HOLES ONLY FOR ALL DEPTH.

5. DN300 TO DN600 SEWERS SHALL USE DN1500 MAINTENANCE

HOLES.

6. MAINTENANCE HOLES OVER 6000 DEEP SHALL BE DESIGNED

FOR THE SPECIFIC INSTALLATION DEPTH.

7. DIMENSION 'A', REFER TABLE ON SEQ-SEW-1303-1. ONLY 'V'

DROPS OR APPROVED INTERNAL VORTEX DROPS PERMITTED

FOR SEWERS LARGER THAN DN300. TYPE 'V' DROPS WITH PIPE

DN CHANGES SHALL BE GRADED OBVERT TO OBVERT.

1200 O.D. D500N12

CIRCULAR BAR WITH

75 LONG WELDED

END LAP.

700 I.D. D500N12

CIRCULAR BAR

WITH 75 LONG

WELDED END LAP.

700 I.D. D500N12

CIRCULAR BAR WITH 75

LONG WELDED END LAP

1350 O.D. D500N12

CIRCULAR BAR WITH 75

LONG WELDED END LAP.

(REFER N

OTE 6).

(REFER N

OTE 7 ).

SS316 M20 CHEMSET

EYEBOLT 100 INTO

WALL OPPOSITE D.S.

DN1500 OR LARGER

MH.

200 ABOVE OBVERT

(DN1500 SHOWN)

PROVIDE 3xSS316 ANCHOR BRACKETS TO ALL CAST

IN-SITU MAINTENANCE HOLES.

REFER SEQ-SEW-1301-1 FOR ANCHOR BRACKET DETAIL.

DN1050-1200 TO 3000

DEEP 150 THICK

DN1050-1200 TO 6000

DEEP 225 THICK

DN1500 225 THICK

(SEE NOTE 6)

MAINTENANCE HOLE DETAIL ALL LOCATIONS

8. DN1500 MAINTENANCE HOLES SHALL BE PROVIDED WITH A

H2S RESISTANT COATING AS SPECIFIED IN THE CODE. THE

COATING SHALL PROTECT THE CONCRETE OF THE NECK,

CONVERTER SLAB AND WALLS. THE COATING SHALL BE

REBATED AT IT'S TERMINATIONS AND IT SHALL BRIDGE

CONSTRUCTION JOINTS TO THE MANUFACTURERS

REQUIREMENTS.

9. ALL CAST CONSTRUCTION JOINTS SHALL INCLUDE EITHER PVC

WATERSTOPS OR HYDROPHILIC SEAL INSTALLED TO

MANUFACTURER'S REQUIREMENTS. PRIOR TO THE NEXT CAST,

SCABBLE THE EXISTING SURFACE AND PRIME WITH

BONDCRETE.

CONVERTOR SLAB REINFORCEMENT FOR ≥ DN1000 TO DN1200

2-Ø18 HOLES

7540

400

40

150

12mm SS

PLATE GRADE

316

TOP SLAB ANCHOR BRACKET

6XN12

STARTER BAR

ORG DATE:

CoGC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1307-1 B

1/1/2013

B 30/11/18 ADDED STARTER BAR & BRACKET, AMENDED NOTES 2&4&7, MINOR CHANGES

NOT TO SCALE


DN1000 TO DN1500 CAST IN-SITU

MAINTENANCE HOLES

TYPICAL DETAILS

AutoCAD SHX Text

*

AutoCAD SHX Text

*

AutoCAD SHX Text

*

AutoCAD SHX Text

*

AutoCAD SHX Text

'A'

AutoCAD SHX Text

*

MECHANICALLY ANCHORED PE

LINING SEE DRAWINGS

PE INLET PIPE

UPVC VENT PIPE

DOWNSTREAM MAINTENANCE HOLE

SECTIONAL ELEVATION

MAINTENANCE HOLE

SECTIONAL ELEVATION

SECTIONAL PLAN D-D

PE STUB

DOWNSTREAM

SEWER


OBVERT LEVEL

(NTS)

900

450

450450

100

F

L

O

W

FLO

W

FLO

W

B

-

A

-

A

-

A

-

300

400

DIAMETER BELOW OBVERT

400

B

-

B

-

SECTIONAL PLAN C-C

250

FLO

W

DISCHARGE LEVEL INTO EXISTING SEWER

EXISTING SEWER

DIAMETER

PROPOSED DISCHARGE SEWER

OBVERT LEVEL

OBVERT TO OBVERT

1/3 OF EXISTING SEWER

OF EXISTING SEWER

AT 1/2 DIAMETER OF

EXISTING SEWER

Ø1500

(TO BE CONSTRUCTED AS CLOSE AS PRACTICABLE)

125

600

VARIES 5000 MAX

PE

COUPLING

PE COUPLING

PE COUPLING

PE COUPLING

SEQ-SPS-1407-1 & 2 FOR DETAILS

200

FLOW

FLOW

FLOW

≤600

600-1200

1200-1350

SULPHIDE CONTROL

LADDER

BOTTOM RUNG TO BE

+150mm MAXIMUM

ABOVE OBVERT LEVEL

OF DOWNSTREAM SEWER

DOWNSTREAM

SEWER

MIN

SUCTION CLEANING PIPE AND

AIRLINE SEE DETAIL

SEQ-SEW-1307-3

PE STUB & PE/PVC ADAPTOR

LADDER

FOR TYPICAL DIMENSIONS


PE BAFFLE FUSION BONDED TO

MAINTENANCE HOLE

UPVC VENT PIPE

SEE DETAIL

SEQ-SPS-1405-2

PE SEWER DISCHARGES TO


PE SEWER FROM

SULPHIDE CONTROL

MAINTENANCE HOLE

REFER SEQ-SEW-1307-4 FOR

CUT INTO DOWNSTREAM MH

DISCHARGE SEWER PE

PIPE SIZE TO BE

DETERMINED

OGEE PROFILE INLET FABRICATED

FROM PE (TO BE DESIGNED FOR

PEAK DRY WEATHER FLOW)

PE BAFFLE, TOP TO FINISH AT

INVERT LEVEL OF INLET PIPE

MASS CONCRETE

BENCHING

SUCTION CLEANING PIPE

AND AIRLINE OMITTED

FOR CLARITY

NOTES:

1. REFER SEQ-SEW-1101-4,

SEQ-SEW-1101-5 AND


2. REFER SEQ-SEW-1307-7 FOR

TOP SLAB REINFORCEMENT DETAILS.

SLAB SOFFIT

C

L

C

L

230

230

230

230

700

RU

NG

D

-

D

-

C

-

C

-

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1307-2 B

1/1/2013

NOT TO SCALE


SULPHIDE CONTROL


GENERAL ARRANGEMENT

B

24/05/19

GENERAL REVISION

AutoCAD SHX Text

IL

SUCTION CLEANING PIPE AND AIRLINE DETAIL

MANHOLE COVER

PLAN

FLOW FLOW

2X45° SWEEP BENDS

150

50

NTS

TYPICAL VENT POLE ELEVATION


FALL 1 IN 50

500

450 x 450 CONCRETE ARRIS

PE COUPLING

PE COUPLING

A SULPHIDE CONTROL MH SHALL BE USED WHERE:

a. A TRUNK SEWER REQUIRES A DROP INTO A

DOWNSTREAM SEWER, OR

b. A RETICULATION SEWER REQUIRES A DROP

INTO A DOWNSTREAM SEWER AND HAS A

PUMP STATION WITHIN ITS UPSTREAM

CATCHMENT, OR

c. SULPHIDE CONTROL IS REQUIRED.

375

DN160 PE100 PN16 PIPE FIXED

TO WALL WITH S/S BRACKETS

AT 1500 CRS. FIRST BRACKET

TO BE NOT MORE THAN 600mm

FROM TOP OF COVER SLAB

SUCTION HOSE ADAPTOR

FOR 'KAISER' JET RODDER

WITH TABLE 'C' FLANGE.

Ø25 PE AIR LINE FIXED TO

SUCTION CLEANING PIPE

WITH S.S. TIES AT 900

CENTRES WITH FIRST TIE

300 MAXIMUM FROM TOP OF

AIRLINE.

SUCTION CLEANING PIPE AND

AIRLINE.

2 x Ø600 MAINTENANCE

HOLE COVERS

AIR LINE TO DISCHARGE

INTO SUCTION CLEANING

PIPE

S/S BRACKET SEE

SEQ-SEW-1303-4

FOR DN150 uPVC

600

MAX

A

A

SECTION

A

-

NOTES





3. SUCTION HOSE CLAMP SHALL BE POSITIONED

TO ALLOW OPERATION OF SUCTION HOSE CLAMP

WITHIN TOP SLAB OPENING.

4. REFER SEQ-SPS-1405-2 FOR VENT POLE DETAILS.

RPEQ CERTIFIED DESIGN REQUIRED.

B

-

SECTION

B

B

375

C

L

COVER

C

L

MH

C

COVER

L

600

DIA

150

75

600

DIA

1500

225

SEQ-SEW-1307-3 B

1/1/2013

NOT TO SCALE


SULPHIDE CONTROL

SEWER MAINTENANCE HOLE

PE LINED DETAILS

AND VENT POLE DETAILS

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

1

A

2 3 45

6 7 8 9 10 11 12

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8 9 10 11 12

B

24/05/19NOTES ADDED. TYPICAL VENT POLE ELEVATION UPDATED.

No

EXCAVATE ADJACENT TO EXISTING MAINTENANCE HOLE AND PROVIDE SAFE SHORING.

DRILL PILOT HOLE FROM INSIDE EXISTING MAINTENANCE HOLE TO OBVERT OF NEW SEWER.

CONFIRM PILOT HOLE HAS PENETRATED INTO EXCAVATION.

MEASURE THE MAINTENANCE HOLE WALL THICKNESS.

PLUG PILOT HOLE.

TIE REMAINING REINFORCEMENT AS SHOWN.

LAY PE STUB WITH WEEP FLANGE ATTACHED, CAST INTO WALL AS SHOWN.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

TYPICAL CUT-IN METHODOLOGY

70

1

0

0

M

IN

PE COUPLING

DRILL EVENLY SPACED HOLES AROUND PROPOSED INLET TO TAKE N12 BARS. HOLES TO BE

A MINIMUM OF 100 mm FROM EDGE OF EXISTING CONCRETE AROUND INLET OPENING.

FOLLOWING A SUCCESSFUL 'ON MAINTENANCE' INSPECTION, COMPLETE THE CONNECTION

FROM INSIDE THE MAINTENANCE HOLE AND RE-BENCH AS NECESSARY.

A QUU NETWORK ACCESS PERMIT MUST BE OBTAINED

PRIOR TO COMMENCEMENT OF WORK ON SITE.

3(MIN)-R6 LIGATURES

@ 60 CRS

6-N12 S/S 'HILTI' ANCHOR RODS. HIT-V-R-M12x280

CHEMICALLY ANCHORED 70 mm INTO EXISTING

WALL EVENLY SPACED AROUND INLET PIPE UNLESS

APPROVED OTHERWISE.

CUT ENDS TO ACHIEVE 50 mm COVER.

HYDROPHYLLIC SEAL CJ-0725-3K


50 mm CLEAR CONCRETE COVER ON

REINFORCEMENT AND 200 mm MIN

CONCRETE SURROUNDING PE PIPE

S40 CONCRETE

REFER MAINTENANCE HOLE NOTES

(SEQ-SEW-1101-4, SEQ-SEW-1101-5

AND SEQ-SEW-1101-6)

PE FLANGE

HYDROPHYLLIC SEAL CJ-0725-3K UNLESS

APPROVED OTHERWISE

PE FLANGE CENTRALLY

LOCATED IN COLLAR

2 N12 CIRCULAR BARS

ELECTROFUSION OR BUTT WELD

300

EXISTING MAINTENANCE HOLE

CHAMBER AND BENCHING

PE PIPE PENETRATION DETAIL WITH PE LINER

ROUGHEN SURFACE IN CONTACT WITH CONCRETE TYPICAL

EXISTING MAINTENANCE

HOLE WALL

PE PIPE PENETRATION DETAIL WITHOUT PE LINER


HOLE WALL

REMOVE CONCRETE FROM MAINTENANCE HOLE WALL TO LEAVE 70 mm THICK INTERNAL

CONCRETE WHERE PE LINER IS NOT INSTALLED.

NOTES:


FOR NOTES.

100 m

m

M

IN

N12-100 CTS CHEMICALLY ANCHORED

70 mm INTO EXISTING WALL

300

PE LINER SEAL

HYDROPHYLLIC SEAL

STABILISED SAND BACKFILL

STABILISED

SAND BACKFILL

50 min

50 min

RENDEROC HB40

ORG DATE:

CoGC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1307-4 B

1/1/2013

NOT TO SCALE


SULPHIDE CONTROL

CUT-IN TO EXISTING

SEWER MAINTENANCE HOLE DETAILS

B 7/06/19 GENERAL REVISION

C

L

Ø1500

A A

SECTION

-

A

230

230

250

MIN

.

600

450450

MAINTENANCE HOLE

SULPHIDE CONTROL

BB

SECTION

B

-

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1307-5 A

24/05/2019

NOT TO SCALE


SULPHIDE CONTROL



AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

C

L

SECTION

-

B

MAINTENANCE HOLE

SULPHIDE CONTROL

CJ CJ

CJ CJ


TYPICAL

N12-300 CTS

TYPICAL

REFER CJ DETAILS

(TYPICAL)

N12-200

N12-200 CTS



TYPICAL

HYDROTITE CJ-0725-3K

N12 CIRCULAR

TRIMMER

N12-200T

300

300

N12 CIRCULAR

TRIMMER

N12-200T

BB

N12-200T

TYPICAL SECTION

N12-200T

CJ

TYPICAL CJ DETAIL

70

50

230

N12

@ 300 CTS

HYDROTITE

CJ-0725-3K

N12 CIRCULAR

TRIMMER

N12 CIRCULAR

TRIMMER

OUTSIDE

FACE

INSIDE

FACE

25

300

300

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1307-6 A

23/05/2019

NOT TO SCALE


SULPHIDE CONTROL



AutoCAD SHX Text

-

AutoCAD SHX Text

-

6

0

0

C

L

COVER

N12 - 100 T

N12 TRIMMERS

T & B


T & B

1500 mm ID MAINTENANCE HOLE TOP SLAB

N12 -100 LAID FOURTH

3 N12 CIRCULAR

TRIMMER BARS

BTM WELDED AT 40 mm CRS

PE LINER

200

R6 LIGS

N16 -100

LAID FIRST

N16 -100

LAID SECOND

CLASS RATING B AND D REINFORCEMENT DETAILS

Ø1960

N16 - 100 B LAID

SECO

ND

N12 - 100 T LAID

TH

IRD

N16 - 100 B

LAID FIRST LAID FOURTH

R6 LIG

S -100

N12 - 100 TN16 - 100 B

LAID FIRST LAID FOURTH

2N12 T & 2 N16 B

R6 LIGS -100

N12 -100 LAID THIRD

3 N12 CIRCULAR

TRIMMERS

3 x N12 CIRCULAR

TRIMMERS

N12 TRIMMER

N12 CIRCULAR

TRIMMER

600 DIA

225

600 DIA

6

0

0

FF


1500 mm ID TOP SLAB SECTION F-F


C

L

C

L

75

1500

1000

305

50

40


HDPE LINER

SEQ-SEW-1307-7 A

27/05/2019

NOT TO SCALE


SULPHIDE CONTROL MAINTENANCE HOLE

TOP SLAB


ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

1

A

2 3 45

6 7 8 9 10 11 12

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8 9 10 11 12

NOT TO SCALE

(SEE NOTE 2)

DIMENSION 'H'

SELECTION OF DN600 MH COVERS

ALL COVERS TO BE TYPE SEALED, SEE NOTE 6

'H'

25

FLUSH

50

300

LOCATION

EXISTING DEVELOPED AREAS

ROADS, LANE WAYS, FOOTWAYS & DRIVEWAYS

UNDEVELOPED AREAS

FINISHED LEVELS OF MH COVERS

NEW SUBDIVISIONS

H

LOCATION

CLASS

OTHER AS SPECIFIED (EG TABLE 7.5 OF THE CODE)

FSL

RO

AD

CARRIAG

EW

AY CEN

TRELIN

E

.

. .

..

.TREN

CH

W

ID

TH

PLAN

FSL

COMPACTED SUB-BASE

RISER SHAFT

200

CLASS D TRAFFICABLE MAINTENANCE AND RODDING SHAFT SURROUND DETAILS

GEOTEXTILE BARRIER

D.I FRAME SYSTEM

SLAB SYSTEM

BUNG, SEE NOTE 8.

50

BEDDING

'H'

BUNG, SEE NOTE 8

'H'

CLASS B NON-TRAFFICABLE MAINTENANCE AND

RODDING SHAFT SURROUND DETAILS

NOTES:

1. ALL DIMENSIONS IN MILLIMETERS.

2. SEALING METHODS FOR COVER-FRAME SURROUND TO WALLS

(a) MAKE JOINTS BETWEEN SHAFT TOP/MAKE-UP RING AND

COVER SUPPORT RING USING BUTYL-MASTIC OR RUBBER RING.

(b) APPLY BUTYL-MASTIC OR RING IN ACCORDANCE WITH

MANUFACTURERS SPECIFICATION.

(c) FOLLOWING (b) ABOVE, APPLY EXTERNALLY 4X100 LONG

SECTIONS OF 'MEGAPOXY P1' OR EQUAL TO PRECAST

SURROUND/RING JOINT TO REINFORCE JOINT.

3. IN AREAS WHERE BOLT-DOWN ARE REQUIRED AS PER CLAUSE

7.9.1 OF THE CODE INCLUDING Q100 FLOODING AND SURCHARGE

AREAS, USE CAST IN-SITU MH WITH ANCHOR BRACKETS SO THAT

SEPARATION DURING SURCHARGE IS PREVENTED. SEE

SEQ-SEW-1307-1.

4. MAXIMUM PERMISSIBLE SLOPE OF COVERS:

CLASS "B" 1 IN 4

5. COVERS AND FRAMES, REFER CODE.

FOR CoGC, NON-CORROSIVE MH COVERS AND FRAMES ARE

REQUIRED FOR DISCHARGE MHs AND ALL MHs ON SEWERS DN300

AND LARGER.

6. ALL COVERS AND FRAMES SHALL BE TYPE SEALED SOLID TOP IN

ACCORDANCE WITH CLAUSE 1.5 (c) OF AS3996.

7. a.) STORMWATER PRECAST SURROUND, FRAME & LID MAY BE

USED FOR ALL CLASS B NON-TRAFFICABLE LOCATIONS EXCEPT

THAT THE DI COVER SHALL BE MARKED FOR SEWERAGE

PURPOSES.

b.) DUCTILE IRON COVERS SHALL BE EITHER 600 mm OR 430 mm

DIAMETER AT CLASS "D" OR CLASS "B" FOR THE LOCATIONS AS

TABLED.

8. LOCK DOWN QUICK RELEASE END CAPS ARE SWJ FIXED TO THE

RISER AND ARE RUBBER RING SEALED BETWEEN THE CAP AND ITS

FRAME AND OPEN WITH LESS THAN A 15 DEGREE TURN. SCREW

DOWN CAPS ARE NOT PERMITTED. UNLESS THE CAP IS FITTED WITH

AN APPROVED PRESSURE RELEASE ARRANGEMENT, PRIOR TO

ON-MAINTENANCE, ALL MS CAPS SHALL BE PROVIDED WITH 20-25

mm DIAMETER RUBBER BUNGS IN A 20 mm DRILL HOLE.

CONTRACTOR TO DRILL HOLE AND FIT BUNG FOLLOWING

PRESSURE TEST PASS.

SQUARE CONCRETE SLAB

(REFER PLAN FOR DETAIL).

DN450 PVC PIPE SHROUD

RESERVES, ALLOTMENTS,

FOOTPATHS, VERGES

CLASS "B" OR "D" WITH

BOLT-DOWN

LOCATIONS SUBJECT TO

Q100 FLOODING AND

SURCHAGE SEE NOTE 3

"B" -

NON-TRAFFICABLE

"D" -

TRAFFICABLE

ROADWAYS &

DRIVEWAYS

PRECAST MH CLASS "B"

ALL MH CLASS "D" TRAFFICABLE

FLUSH

MAKE-UP RING(S)

AND/OR

TAPERED RING(S)

AS REQUIRED

SEE

SEQ-SEW-1300-1

SQUAT CONE OR

STRAIGHT BACK TAPER

COVER AND SURROUND

(SEE NOTE 5 & 6)

FILL GRADED TO

FSL (1:4 MAX)

300

MIN

300

MIN

8-N12 BARS

WITH 65

MIN COVER

REINFORCED

CONCRETE

SUPPORT SLAB

N25

2000 COLLECTOR STREET

1500 ACCESS STREET

300

MIN

300

MIN

Ø600 DUCTILE

IRON CLASS "D"

COVER & FRAME

ASPHALT, BITUMEN OR

CONCRETE ROAD SURFACE

COMPACTED WATER

RESISTANT CBR45

OR CBR80 MATERIAL

100 TO

250

PE OR DI COVER

SYSTEM, SEE NOTE 7.

PLACE SURROUND ON

BRICKS WHERE REQUIRED

PRECAST OR CAST INSITU

SURROUND SEE NOTE 7.

- 300 DIA SHROUD PIPE, 400 LONG FOR

RODDING END

- 450 DIA SHROUD PIPE, 400 LONG FOR

M.S.

SEWER

TRAFFICABLE

CLASS D

DI FRAM

E ℄

CLASS D COVER

10

65 COVER

MIN

500 M

AX

2-N12 HOOP BARS CENTRALLY

PLACED WITH 65 MIN COVER

WITH 75 WELDED END LAP

6-N16 STARTER BARS OR M16 CHEMSET BOLTS

(120 DRILLED INTO SLAB) TO LOCATE HOOP BARS

65 COVER MIN

3xANCHOR BRACKETS

REFER

SEQ-SEW-1307-1

SLAB DETAILS REFER

SEQ-SEW-1307-1

MORTAR

4-M16 BOLTS (120 CONC)

CONVERSION SLAB

CIRCULAR

SURROUND

SECTION VIEW

4-M16 BOLTS (120 CONC)

COVER AND SURROUND

(SEE NOTE 5 & 6)

NON-TRAFFICABLE INSTALLATION

OR BOLT-DOWN INSTALLATION

COMPACTED SUBGRADE

UNDER COVER FRAME

ORG DATE:

CoGC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1308-1 C

1/1/2013

B

C

24/07/15

24/04/19

AMENDED NOTE 8.

AMENDED NOTES 3, 4, 5, 6, 7 & 8, SURROUND DETAILS. OTHER MINOR CHANGES

NOT TO SCALE


TYPICAL MAINTENANCE HOLE AND

SHAFT COVER AND SURROUND DETAIL

125

35

20

40

60

55

78 12 35

25

35

3.2

3.2

3.2

90°

HOLD-DOWN SLOT 4 PLACES

STIFFENER RIB 4 PLACES

3.2

Ø600

Ø850

8°

A-

A-

A-

PLAN

SECTIONAL ELEVATION

TYPICAL SECTION

45°

90°

20

MAINTENANCE HOLE FRAME

STIFFENER RIB

FOR USE IN NON TRAFFICABLE LOCATIONS

NOTES

MASS: 59.5KG

R5 FILLET TOTOP FACE EDGES

800 PCD

R12.5

Ø670

125 125

25

6. MATERIAL: GREY CAST IRON (AS1830)TENSILE STRENGTH: ISO 185/JL/225HARDNESS: 145 - 215 (HB)ULTIMATE DESIGN LOAD: 210 KN (AS3996)

7. TOLERANCES: CAST DIMENSIONS ±1.00mmANGLE PROFILE ±0.25°MACHINED DIMENSIONS ±0.125mmOVERALL MAJORDIAMETER OF COVER +0 -0.25mmDFT OF COATING 50um

8. ALL MACHINED SURFACES SHALL HAVE A COATINGAPPROVED AS FIT FOR THE PURPOSE OF PROVIDING ARUST PROOF, NON-STICK AND GAS/WATER PROOFJOINT.

9. ALL NON MACHINED SURFACES TO BE BITUMINOUSCOATED IN ACCORDANCE WITH AS 3750-4.

10. ALL WORK SHALL BE IN ACCORDANCE WITH CURRENTQUEENSLAND CODE, SPECIFICATIONS ANDSTANDARDS.

11. COVERS AND FRAMES TO BE SUPPLIED ASSEMBLED.12. CERTIFICATION OF COMPLIANCE TO A.S. 3996 TO BE

SUPPLIED FOR EACH CASTING.

1. ALL EDGES TO BE SQUARE.2. ALL EDGES TO BE ARRISED UNLESS

SHOWN OTHERWISE.3. ALL FILLETS TO BE 5mm RADIUS UNLESS

SHOWN OTHERWISE.4. CASTING TO BE FREE OF BURRS AND PITS.5. MACHINE SURFACE SYMBOL 3.2

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC




MAINTENANCE HOLE COVERSEWER - CLASS B - CONCRETE INFILL

TYPICAL FRAME DETAILS

SEW RE

LIFTINGKEYHOLE KEYHOLE

LIFTING

B-

B-

Ø670

3340 Ø524 33 40

58

25

PLAN

SECTIONAL ELEVATION

Q

UU

12 HIGH TEXT (TYPICAL) 30

5

2mm RECESSEDLETTERING

8 TY

PICA

L

8

40 33

58

33

25

3mm CHAMFER

8°

3.2

3.2

TYPICAL EDGE DETAIL

MAINTENANCE HOLE COVER

B-

A-

A-

-SECTION A3.2

NOTES

MASS: 25KG CASTINGES

RW

E

VACUUM

CLASS B -SEALED

5

58KG CASTING/CONCRETE INFILL

REFER NOTE 10

N20 CONCRETE

F41 FABRIC

(TYP

ICAL)


REFER NOTE 10


REFER NOTE 10

6. MATERIAL: DUCTILE CAST IRONTENSILE STRENGTH: ISO 1083/JS/600-3/S (AS1831) HARDNESS: 190- 270 (HB)ULTIMATE DESIGN LOAD: 80 KN (AS3996)

7. TOLERANCES:CAST DIMENSIONS ±1.00mmANGLE PROFILE ±0.25°MACHINED DIMENSIONS ±0.125mmOVERALL MAJORDIAMETER OF COVER +0 -0.25mmDFT OF COATING 50um

8. ALL MACHINED SURFACES SHALL HAVE A COATING APPROVED AS FITFOR THE PURPOSE OF PROVIDING A RUST PROOF, NON-STICK ANDGAS/WATER PROOF JOINT.

9. ALL NON MACHINED SURFACES TO BE BITUMINOUS COATED INACCORDANCE WITH AS 3750-4.

10. IDENTIFICATION TAGS "SEWER" AND "VACUUM SEWER" TO BEREMOVED AS REQUIRED. SERVICE PROVIDER NAME WHERE REQUIRED.

11. ALL WORK SHALL BE IN ACCORDANCE WITH CURRENT QUEENSLANDCODE, SPECIFICATIONS AND STANDARDS.

12. COVERS AND FRAMES TO BE SUPPLIED ASSEMBLED.13. CERTIFICATION OF COMPLIANCE TO A.S. 3996 TO BE SUPPLIED FOR

EACH CASTING.

1. ALL EDGES TO BE SQUARE.2. ALL EDGES TO BE ARRISED UNLESS SHOWN

OTHERWISE.3. ALL FILLETS TO BE 5mm RADIUS.4. CASTING TO BE FREE OF BURRS AND PITS.5. MACHINE SURFACE SYMBOL 3.2

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC





TYPICAL COVER DETAILS

85

55

22 16

30

10

1525

10

RECESS FORCONCRETE BONDING

R16

R33

32

17

15

12

KEYHOLE DETAIL

SECTION

PLAN

SECTION

66 17

3mm CHAMFER40 33

REFER SEQ-SEW-1308-3 FOR NOTES


-A

--

-B

-B

AA

-B

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC





TYPICAL LIFTING HOLE DETAILS

125

35

20

60

55

78 12 35

10

25

35

3.2

3.2

3.2

90°

25

HOLD-DOWN SLOT4 PLACES - FOR


3.2

620 PCD

125 125Ø600

Ø850

M8 TAPPED HOLE

8°

JIG DRILLED AND TAP 4-M8METRIC COARSE THREAD

A-

A-

A-

PLAN

SECTIONAL ELEVATION

TYPICAL SECTION45°

90°

20

GAUGE SHALL BE USED TO CHECKPCD AND CLEARANCE HOLE POSITION

MAINTENANCE HOLE FRAME

STIFFENER RIB

Ø670

R5 FILLET TOTOP EDGES

NOTES

MASS: 59.5KG

40

METRIC COARSE THREAD

M-16 MASONRY ANCHORS

R12.5

Ø800 PCD


UNITYWATER AND GCCC AND LOGAN WATERAND REDLAND WATER ACCEPTS ALL CLASS BCOVERS AND FRAMES WITH CERTIFICATIONTO AS 3996 AS DETAILED IN CLAUSE 3.2FOR SEALS AND REGISTERS.

6. MATERIAL: GREY CAST IRON (AS1830)TENSILE STRENGTH: ISO 185/JL/225HARDNESS: 145 - 215 (HB)ULTIMATE DESIGN LOAD: 210 KN (AS3996)

7. TOLERANCES:CAST DIMENSIONS ±1.00mmANGLE PROFILE ±0.25°MACHINED DIMENSIONS ±0.125mmOVERALL MAJORDIAMETER OF COVER +0 -0.25mmDFT OF COATING 50um

8. ALL MACHINED SURFACES SHALL HAVE A COATING APPROVEDAS FIT FOR THE PURPOSE OF PROVIDING A RUST PROOF,NON-STICK AND GAS/WATER PROOF JOINT.

9. ALL NON MACHINED SURFACES TO BE BITUMINOUS COATED INACCORDANCE WITH AS 3750-4.

10. FRAME FIXED TO TOP SLAB WITH 4-M16 HEAVILY GALVANISEDMASONRY ANCHORS. AFTER ASSEMBLY ALL STEELWORK TO BEPAINTED WITH AN APPROVED BITUMASTIC ENAMEL.

11. FOR SURCHARGE AREAS AND FOR OVERLAND FLOW AREASAND WHERE SPECIFIED IN THE DESIGN DRAWINGS, COVERSAND FRAMES TO BE SUPPLIED WITH 4-M8 COARSE THREADED316 SS BOLTS 45mm LONG WITH NYLON WASHERS.

12. ALL WORK SHALL BE IN ACCORDANCE WITH CURRENTQUEENSLAND CODE, SPECIFICATIONS AND STANDARDS.






ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC




MAINTENANCE HOLE COVERSEWER - CLASS B - BOLT DOWN

TYPICAL FRAME DETAILS

5 AT CENTRE

Ø670

3010

TYPICAL RIBS

65

25

5

Ø160

8

Ø663

35

9 A

T E

DG

E

10

R10500

SECTIONAL ELEVATION


90°

60°

TYPI

CAL

45°

R805

6

R296

PLAN OF BOTTOMNOTES

_+

MASS: 39KG

COVER PATTERN DETAIL

2514

2514

RAISEDPATTERN

60°


LETTERING TO BE RAISED 2mm

TYPI

CAL

39 KG CLASS B SEALED12

SEWER

90°100

60°

KEYHOLELIFTING

25

25

25

PLAN OF TOP

A-

-A

A-

UNITYWATER AND GCCC AND LOGAN WATERAND REDLAND WATER ACCEPTS ALL CLASS BCOVERS AND FRAMES WITH CERTIFICATIONTO AS 3996 AS DETAILED IN CLAUSE 3.2FOR SEALS AND REGISTERS.

_+_+

NOTE:GAUGE SHALL BE USED TO CHECK 620PCD AND CLEARANCE HOLE POSITION

BOLTING RECESS4 PLACES REFERSEQ-SEW-1308-7

LIFTINGKEYHOLE REFERSEQ-SEW-1308-7

LETTERING TO FINISHFLUSH WITH RAISED FACEOF DIAMOND PATTERN

6. MATERIAL: DUCTILE CAST IRONTENSILE STRENGTH: ISO 1083/JS/600-3/S (AS1831)HARDNESS: 190 - 270 (HB)ULTIMATE DESIGN LOAD: 80 KN (AS3996)

7. TOLERANCES:CAST DIMENSIONS 1.00mmANGLE PROFILE 0.25°MACHINED DIMENSIONS 0.125mmOVERALL MAJORDIAMETER OF COVER +0 -0.25mmDFT OF COATING 50um




8. ALL MACHINED SURFACES SHALL HAVE A COATINGAPPROVED AS FIT FOR THE PURPOSE OF PROVIDING ARUST PROOF,NON-STICK AND GAS/WATER PROOFJOINT.


10. FRAME FIXED TO TOP SLAB WITH 4-M16 HEAVILYGALVANISED MASONRY ANCHORS OR CAST IN-SITU ASSHOWN IN DRAWINGS. AFTER ASSEMBLY ALLSTEELWORK TO BE PAINTED WITH AN APPROVEDBITUMASTIC ENAMEL.

11. FOR SURCHARGE AREAS AND FOR OVERLAND FLOW AREASAND WHERE SPECIFIED IN THE DESIGN DRAWINGS,COVERS AND FRAMES TO BE SUPPLIED WITH 4-M8COARSE THREADED 316 SS BOLTS 45mm LONG.

12. ALL WORK SHALL BE IN ACCORDANCE WITH CURRENTQUEENSLAND CODE, SPECIFICATIONS AND STANDARDS.



ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC






8055

22 16

R16

R33

R28

25

10

15

25

38 70

17

32

15

12

37

56

SECTION

KEYHOLE DETAIL

PLAN

SECTION

66 17

3mm CHAMFER

26

4-Ø10 HOLES 620 PCD

R13

25 R28

10

Ø10

25

9 R

AIS

ED

PATTERN

308°

TOP OF PATTERN

353mm CHAMFER

3.2

3.2

10

BOLT RECESS DETAIL

TYPICAL EDGE DETAIL

PLAN

3mm CHAMFER

SECTION


R 28

R 13

45° 45°


-C

-B

-A

-C

-C

-A

-A

-B

-B

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC






125

35

20

40

60

55

78 12 35

10

25

35

3.2

3.2

3.2

90°

25

HOLD-DOWN SLOT 4 PLACES


3.2

620 PCD

125 125Ø600

Ø850

M8 TAPPED HOLE

8°

JIG DRILLED AND TAP 4-M8METRIC COARSE THREAD

A-

A-

A-

PLAN

SECTIONAL ELEVATION

TYPICAL SECTION

45°

90°

20


MAINTENANCE HOLE BASE FRAME

STIFFENER RIB

Ø670

1. ALL EDGES TO BE SQUARE.

4. CASTING TO BE FREE OF BURRS AND PITS.5. MACHINE SURFACE SYMBOL 3.2

6. MATERIAL: GREY CAST IRON (AS1830) TENSILE STRENGTH: ISO 185/JL/225 HARDNESS: 145 - 215 (HB) ULTIMATE DESIGN LOAD: 210 KN (AS3996)

NOTES

7. TOLERANCES: CAST DIMENSIONS 1.00mm ANGLE PROFILE 0.25° MACHINED DIMENSIONS 0.125mm OVERALL MAJOR DIAMETER OF COVER +0 -0.25mm

-+

MASS: 59.5KG

3. ALL FILLETS TO BE 5mm RADIUS UNLESS

8. ALL MACHINED SURFACES SHALL HAVE A COATING APPROVED AS FIT FOR THE PURPOSE OF PROVIDING A RUST PROOF, NON-STICK AND GAS/WATER PROOF JOINT.9. ALL NON MACHINED SURFACES TO BE BITUMINOUS COATED IN ACCORDANCE WITH AS 3750-4.

DFT OF COATING 50um

R5 FILLET TOTOP FACE EDGES

R12.5

800 PCD

METRIC COARSE THREAD

2. ALL EDGES TO BE ARRISED UNLESS SHOWN OTHERWISE.

SHOWN OTHERWISE.

10. COVERS, FRAMES AND 60mm RISER RINGS

AND STANDARD DRAWINGS. CURRENT QUEENSLAND CODE, SPECIFICATIONS

11. ALL WORK SHALL BE IN ACCORDANCE WITHTO BE SUPPLIED ASSEMBLED.

UNITYWATER AND GCCC AND LOGANWATER AND REDLAND WATER ONLYACCEPTS THIS CLASS D FRAME, RISERAND COVER SYSTEM OR EQUAL WITHCERTIFICATION TO AS 3996.

FOR USE IN TRAFFICABLE ROADWAYLOCATIONS. THIS BASE FRAME SHALL BEUSED WITH THE 60 RISER RING SHOWNIN SEQ-SEW-1308-9.

-+-+

TO BE SUPPLIED FOR EACH CASTING.12. CERTIFICATION OF COMPLIANCE TO A.S. 3996

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC




MAINTENANCE HOLE COVERSEWER - CLASS D - BOLT DOWNTYPICAL BASE FRAME DETAILS

17 17

VARIE

S

40

Ø600

620 PCD

25

17 30

25

50

12

35

40

75 3.2

3.2

3.2

3.2

3.2

3.2

3.2

100

25

75

60

40

25

90

115

75

40

130

25

105

90

4010

PLAN

35mm RISER

60mm RISER

75mm RISER 90mm RISERTYPICAL ASSEMBLY

SECTION

MASS : 27.5KG

MASS : 32KG

MASS : 38KG MASS : 44KG


90°

BOLT HOLE AND RECESS4 LOCATIONS

RISER HEIGHT VARIES (SEE DETAILS)

RISER RING

3mm CHAMFER

PLAN OF BOLT RECESS

SECTION

FOR USE IN TRAFFICABLEROADWAY LOCATIONS.

8°

10

Ø10


Ø660

Ø670

R138°

Ø670

M8 COARSE THREAD316 SS BOLTS

4 x BOLTS: 60mm LONG FOR 35mm RISER 90mm LONG FOR 60mm RISER 100mm LONG FOR 75mm RISER 115mm LONG FOR 90mm RISER

REFER TO 35mm RISER FOR TYPICAL DIMENSIONSTO ALL RISERS.

-A

-A

-A

UNITYWATER AND GCCC AND LOGAN WATERAND REDLAND WATER ONLY ACCEPTS THISCLASS D FRAME, RISER AND COVER SYSTEMOR EQUAL WITH CERTIFICATION TO AS 3996SEE SEQ-SEW-1308-8

PROVIDE 4 ADDITIONALBOLT HOLES AND RECESSFOR BOLT DOWN COVERSWITH A M8 METRIC COARSETHREAD. SEENOTE 13 ONSEQ-SEW-1308-10

FRAME (SEESEQ-SEW-1308-8FOR DETAILS)

ADDITIONAL BOLTS SEE NOTE 13 ON SEQ-SEW-1308-10

-B

-B

-B

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC




MAINTENANCE HOLE COVERSEWER - CLASS D - BOLT DOWNTYPICAL RISER RING DETAILS

SECTIONAL ELEVATION

5 AT CENTRE

Ø660

25

95

40

9 A

T E

DG

E

5

829

10

12

Ø649

Ø160

TYPICAL RIBS



NOTES

MASS: 49KG

PLAN OF TOP

LIFTINGKEYHOLE REFER

KEYHOLELIFTING

SEWER

49 KG CLASS D SEALED

BOLTING RECESS4 PLACES REFER

60°

TYPI

CAL

60°

TYPI

CAL

R805

6

PLAN OF BOTTOM

12

90°

25

25

LETTERING TO BE RAISED 2mm

COVER PATTERN DETAIL

2514

2514

LETTERING TO FINISH FLUSH WITH RAISED FACEOF DIAMOND PATTERN

60°

100

25

RAISEDPATTERN

-A

-

A

-A

UNITYWATER AND GCCC AND LOGANWATER AND REDLAND WATER ONLYACCEPTS THIS CLASS D FRAME, RISERAND COVER SYSTEM OR EQUAL WITHCERTIFICATION TO AS 3996, SEESEQ-SEW-1308-8

SEQ-SEW-1308-11

SEQ-SEW-1308-11

1. ALL EDGES TO BE SQUARE.2. ALL EDGES TO BE ARRISED UNLESS SHOWN

OTHERWISE.3. ALL FILLETS TO BE 5mm RADIUS UNLESS


6. MATERIAL: DUCTILE CAST IRON (AS1831)TENSILE STRENGTH: ISO 1083/JS/600-3/SHARDNESS: 190 - 270 (HB)ULTIMATE DESIGN LOAD: 210 KN (AS3996)

7. TOLERANCES:CAST DIMENSIONS 1.00mmANGLE PROFILE 0.25°MACHINED DIMENSIONS 0.125mmOVERALL MAJORDIAMETER OF COVER +0 -0.25mmDFT OF COATING 50um

8. ALL MACHINED SURFACES SHALL HAVE A COATINGAPPROVED AS FIT FOR THE PURPOSE OF PROVIDING ARUST PROOF, NON-STICK AND GAS/WATER PROOF JOINT.


10. COVERS, FRAMES AND 60mm RISER RINGS TO BESUPPLIED ASSEMBLED.

11. ALL WORK SHALL BE IN ACCORDANCE WITH CURRENTQUEENSLAND CODE, SPECIFICATIONS AND STANDARDDRAWINGS.

12. CERTIFICATION OF COMPLIANCE TO A.S. 3996 TO BESUPPLIED FOR EACH CASTING.

13. FOR SURCHARGE AREAS AND FOR OVERLAND FLOW AREASAND WHERE SPECIFIED IN THE DESIGN DRAWINGS,COVERS AND FRAMES TO BE SUPPLIED WITH 4-M8COARSE THREADED 316 SS BOLTS 45mm LONG WITHNYLON WASHERS.

_+_+_+

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC




MAINTENANCE HOLE COVERSEWER - CLASS D - BOLT DOWN


KEYHOLE DETAIL

22 16

55

80

R16

R33

R28

40 2

7

25

10

15

108

15

12

SECTION

32

17

56

17

66

SECTION

PLAN


REFER SEQ-SEW-1308-10 FOR NOTES26

R13

20 R28

BOLT RECESS DETAIL

10 TOP OF PATTERN

40

9 R

AIS

ED

PATTERN

3mm CHAMFER

25

3.2

3.2

8°

12

TYPICAL EDGE DETAIL

29

SECTION

PLAN

3mm CHAMFER

R28

R13

C--

B

-A

B

C CAA

B

UNITYWATER AND GCCC AND LOGAN WATER ANDREDLAND WATER ONLY ACCEPTS THIS CLASS DFRAME, RISER AND COVER SYSTEM OR EQUAL WITHCERTIFICATION TO AS 3996 SEE SEQ-SEW-1308-8

Ø10

4-Ø10 HOLES620 PCD

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC




MAINTENANCE HOLE COVERSEWER - CLASS D - BOLT DOWN


IL

FLOW

PLAN

FSL

DN 600 TO 675

DN 1500

'B'

110035°

DN 750 DN 1800 140040°

DN 1800 140045°

600

CAST SURROUND ONTO CONVERTER

SLAB (SEE SEQ-SEW-1301-1 AND

SEQ-SEW-1308-1).

REINFORCEMENT

(SEE NOTE 3 AND 9)

5050

25

125

300

MH

D

EPTH

6000 M

AX

'B'-

SEE T

ABLE

450

20

B

SECTION

A

A

MAINTENANCE

HOLE DN

"

R

"

FSL

225 MIN

(SEE NOTE 6 AND 8)

COVER & SURROUND

(SEE SEQ-SEW-1308 SET).

NOTES:


2. CONCRETE TO BE SPECIAL CLASS SCC40 MIN.

3. SLAB AND BASE REINFORCEMENT AS PER STRUCTURAL DESIGN WITH 65 MINIMUM COVER.

4. INSIDE SURFACE OF MH AND UNDERSIDE OF ROOF AND OPENING TO HAVE EPOXY COATING, PVC LINING

OR PE LINING AS SPECIFIED IN THE CODE. BENCH TO BE STANDARD MORTAR, REFER SEQ-SEW-1302-1.

5. ALTERNATIVELY INCORPORATE VERTICAL DROP FOR HIGH LEVEL SEWERS SEE SEQ-SEW-1306-1.

6. WALL THICKNESS TO BE 250 MIN WHERE LOCATED IN AGGRESSIVE SOILS, HIGH WATER TABLE AND

SALINE ENVIRONMENTS. PROVIDE 0.2 THICK SOLVENT FREE EPOXY COATING TO OUTSIDE FACE OF

WALLS.

7. BOTTOM ANCHOR BRACKET 12x75 SS316 PLATE 300 LONG WITH Ø18 BOLT HOLES 40 FROM ENDS AND

FIXED AS SHOWN ON SEQ-SEW-1301-1 AND SEQ-SEW-1308-1. BRACKET ANGLE TO SUIT BUILT FORM OF

PRECAST WALL AND CAST BASE JOINT.

8. FOR QUU AND UW, REFER TO SEQ-SEW-1309-2 AND SEQ-SEW-1309-3 FOR STRUCTURAL MH GENERAL

ARRANGEMENT AND MH REINFORCEMENT DETAILS.

9. FOR QUU AND UW, REFER TO SEQ-SEW-1309-4 FOR TOP SLAB REINFORCEMENT REQUIREMENTS.

MANHOLE COUPLING DETAIL

(SEE SEQ-SEW-1302-1 AND

SEQ-SEW-1313-1).

SEWER

SIZE

MAXIMUM

HORIZONTAL

DEFLECTION

AT CHAMBER

NOMINAL

MH

DIAMETER

REINFORCEMENT

(SEE NOTE 3 AND 8)

50 BLINDING LAYER

PROTECT SURFACES AGAINST

CHEMICAL ATTACK (SEE NOTE 4)

PROVIDE ROUNDED

NOSING AT INLET

& OUTLET PIPES

MAXIMUM

DEFLECTION

(SEE TABLE)

CURVE RADIUS "R" = 2.5

x PIPE INTERNAL DIA.

CoGC, LCC, RCC AND UW REQUIRE DESIGN INPUT BY

RPEQ FOR TRAFFIC LOADS, STRUCTURAL DESIGN AND

NATIVE SOIL CONDITIONS, REFER NOTES 3 AND 6.

250

250

DIM

EN

SIO

N "H

"

SEQ

-SEW

-1308-1

4 ANCHOR BRACKETS EQUALLY SPACED


4 ANCHOR BRACKETS EQUALLY SPACED

SEE NOTE 7

END OF WALL SECTION TO BE EPOXY

COATED & SEALED WITH HYDROPHILIC

GASKET AS SHOWN IN

SEQ-SEW-1312-1

FOR TYPICAL BENCH DETAILS


FLO

W

SECTION

B

OBVERT CONNECTION

POINT (SEE NOTE 5)

ALL P.C. JOINTS TO BE

JOINED AS SHOWN ON

SEQ-SEW-1312-1

QUU REQUIRES CONCRETE MAINTENANCE HOLE

TO BE CAST IN-SITU. REFER SEQ-SEW-1101-4 TO

SEQ-SEW-1101-6 AND SEQ-SEW-1301 SETTO SUIT PIPE MATERIAL

(SEE SEQ-SEW-1301-16

& SEQ-SEW-1302-1)

SEE NOTE 3 AND 9

" "

SEQ-SEW-1309-1 C

1/1/2013

B

C

20/08/15

27/05/19

AMENDED NOTES 2 AND 6, AMENDED MIN WALL THICKNESS IN SECTION B

AMENDED REINFORCEMENT REQUIREMENTS AND UPDATED NOTES

NOT TO SCALE


Y TYPE MAINTENANCE HOLE

SEWERS DN600 AND DN750

TYPICAL ARRANGEMENT

ORG DATE:

CoGC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

C

L

230

230Ø1500 OR Ø1800

B

B

C

C

BENCHING

300

200

*

*

TO BE DETERMINED

FROM PIPE DESIGN

BENCHING

**

300

*

C

L

230

230Ø1500 OR Ø1800

200

200

200

430 430

Ø1500 OR Ø1800

AA

SECTION

-

A

SECTION

-

B

SECTION

-

C

200

BENCHING

2

0

0

2

0

0

NOTE


STEEL DESIGN AND NATIVE SOIL CONDITIONS, AND


ORG DATE:

CoGC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1309-2 A

18/06/2019

NOT TO SCALE


'Y' TYPE MAINTENANCE HOLE

DN1500 AND DN1800


AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

C

L

SECTION

B

CJ

300

CJ

300

CJ CJ

CJ

CJ

CJ CJ

N12-200T

TYPICAL SECTION


TYPICAL

18 N12-300

TYPICAL FOR Ø1500

N12-150

REFER CJ DETAILS

(TYPICAL)

N12-150

N12 CIRCULAR

TRIMMER

N12-200B

N12 CIRCULAR

TRIMMER

N12-200T

N12-200T

N12-150

BB

CC

N12-200T

TOP REINFORCEMENT

SECTION

C

BOTTOM REINFORCEMENT

N12-150B

N12-150B

N12 CIRCULAR

TRIMMER

N12 CIRCULAR

TRIMMER

NOTES

21 N12-300

TYPICAL FOR Ø1800


TYPICAL

N12 - 150

1. EXTERNAL COVER TO REINFORCEMENT IS 75 mm.

2. DESIGN TO CONSIDER TRAFFIC LOADS,

STRUCTURAL STEEL DESIGN AND NATIVE SOIL

CONDITIONS, AND BE CERTIFIED BY AN RPEQ.

CJ

TYPICAL CJ DETAIL

70

50

230

18 N12

@ 300 CTS

FOR Ø1500

HYDROTITE

CJ-0725-3K

N12 CIRCULAR

TRIMMER

OUTSIDE

FACE

INSIDE

FACE

25

300

300

N12 CIRCULAR

TRIMMER

21 N12

@ 300 CTS

FOR Ø1800

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1309-3 A

18/06/2019

NOT TO SCALE


'Y' TYPE


DN1500 AND DN1800


AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

75

6

0

0

Ø1960

PE LINER

C

L

C

L

OPENING

MH

150

N16 - 100 CLASS D - LAID FIRST

N12 TRIMMERS

T & B




N12 -100

LAID FIRST

N12 -100

LAID SECOND

N12 -100 LAID THIRD


WELDED AT 40 mm CRS

200

3 N12 CIRCULAR

TRIMMERS WELDED

3 N12 CIRCULAR -TRIMMERS WELDED

N16 -100

LAID FIRST


B

N16 -100

LAID SECOND

Ø1960

6

0

0


WELDED AT 40 mm CRS

TOP & BOTTOM REINFORCEMENT SHOWN

Ø2260

C

L

C

L

MH

150

N12 -100

LAID FIRST

N12 -100

LAID SECOND

3 N12 CIRCULAR

TRIMMERS WELDED


B

N12 - 100 CLASS B - LAID FIRST

N16 - 100 CLASS D - LAID FIRST

N12 - 100 CLASS B - LAID FIRST

N16 - 100 CLASS D

- LAID

SECO

ND

N12 - 100 CLASS B - LAID

SECO

ND

N16 - 100 CLASS D

- LAID

SECO

ND

N12 - 100 CLASS B - LAID

SECO

ND

N12 TRIMMERS

T & B

N12 -100 LAID THIRD

C

L

200

N16 -100

LAID FIRST

N16 -100

LAID SECOND

C

L

MH

Ø2260

DD



1500 mm ID MH TOP SLAB SECTIONAL ELEVATION D-D


EE

1800 mm ID MH TOP SLAB SECTIONAL ELEVATION E-E


1500 mm ID MH TOP SLAB SECTIONAL ELEVATION D-D


1800 mm ID MH TOP SLAB SECTIONAL ELEVATION E-E

C

L

C

L

OPENING

MH





O

P

E

N

I

N

G

O

P

E

N

I

N

G

OPENING

OPENING







*

*

REFER MAINTENANCE HOLE

STANDARD DRAWINGS

75

PE LINER

75

PE LINER

75

PE LINER

*

*

*

*

REFER MAINTENANCE HOLE

DESIGN DRAWINGS

TOP & BOTTOM REINFORCEMENT SHOWN

50

40


HDPE LINER

SEQ-SEW-1309-4 A

18/06/2019

NOT TO SCALE


'Y' TYPE MAINTENANCE HOLE

DN1500 AND DN1800

TOP SLAB


ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

1

A

2 3 45

6 7 8 9 10 11 12

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8 9 10 11 12

NOT TO SCALE

1200 x 1200 x

1200Ø GRP TEE

SO 1.1

SO 1.3

SO 1.4

SO 1.2

SO 1.5

1200Ø GRP PRE-CAST

24.3° BEND

1200Ø GRP

PRE-CAST

24.3° BEND

DN1200 GRP

2

4

.2

5

5

°

2

4

.

2

5

5

°

1200Ø ROCKER PIPE

(1.2m LENGTH)

1200Ø ROCKER

PIPE (1.2m

LENGTH)

C

O

N

C

R

E

T

E

E

N

C

A

S

E

T

E

E

K

E

E

P

C

L

E

A

R

O

F

J

O

I

N

T

C

O

L

L

A

R

S

2

2

5

M

I

N

.

MASS CONCRETE FILL

1200 DIA

SHAFT SECTIONS TO SUIT

MANUFACTURER'S

SPECIFICATIONS.

MANUFACTURER TO SUBMIT

WORKSHOP DRAWINGS FOR

APPROVAL PRIOR TO

MANUFACTURE

MIN 50 THICK STONE BEDDING LAYER,

MINIMUM BEARING CAPACITY OF 150 KPa

MASS N15

CONCRETE FILL

NSL RL. 3.87

SO 1.1

SO 1.3

SO 1.4

PRE-CAST CONCRETE COVER SLAB WITH

CLASS B NON-CORROSIVE BOLT DOWN

LID. BOLT DOWN WITH 4/316 S/S BOLTS.

1200 DIA ROCKER

PIPE (1.2m LENGTH)

SELECT BACKFILL TO

COMPLY WITH THE CODE

PLAN ON M.H

FLEXIBLE SEAL

SURVEY

SET-OUT

DESIGN INPUT BY RPEQ REQUIRED FOR

TRAFFIC LOADS, STRUCTURAL STEEL DESIGN

AND NATIVE SOIL CONDITIONS, REFER NOTES

USE IN UNITYWATER AREAS SUBJECT

TO SPECIFIC APPROVAL

1. MANHOLE SHAFT TO BE SUITABLE TO SUPPORT DESIGN TRAFFIC LOAD.

2. COVER SLAB TO BE DESIGNED AND SUPPLIED BY MANHOLE

MANUFACTURER.

3. ALL MATERIALS REQUIRED FOR MANHOLE INSTALLATION TO BE

SUPPLIED BY MANHOLE SUPPLIER WITH EXCEPTION OF BACKFILL

MATERIALS AND IN-SITU CONCRETE.

4. VARIATIONS TO DESIGN SUBJECT TO APPROVAL BY SEQ-SP.

5. SUPPLIER TO SPECIFY EXTENTS, LOCATION AND VOLUME OF CONCRETE

REQUIRED FOR PREVENTING FLOTATION. NO CONCRETE ALLOWED OVER

FLEXIBLE JOINTS.

6. ALL INTERNAL EXPOSED SURFACES TO BE CORROSION RESISTANT.

7. MANUFACTURER TO PROVIDE DETAIL DRAWINGS FOR APPROVAL PRIOR

TO MANUFACTURE.

8. ALL GRP TEES, BENDS AND RISER COMPONENTS SHALL BE MINIMUM

STIFFNESS OF SN10,000.

NOTES

SECTION

PLAN

TYPICAL

1200 DIA ROCKER

PIPE (1.2m LENGTH)

1200Ø GRP AND

PRE-CAST BEND

1200Ø GRP AND

PRE-CAST BEND

DN1200 GRP

A

A

" "

SEQ-SEW-1310-1 B

1/1/2013

B 7/06/19 SPECIFIED NON-CORROSIVE MH LIDS AND DWG NOT APPLICABLE TO QUU

NOT TO SCALE


Z1 TYPE NON-TRAFFICABLE

TYPICAL GRP MH OPTION DN1200

AND LARGER SEWERS

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

AutoCAD SHX Text

-

AutoCAD SHX Text

-

250mm CENTREBULB

WATERSTOP CONTINUOUS

(WELDED JOINTS) TYPICAL

2 ADDITIONAL SETS OF WALL HORIZONTAL

BARS TO PERIMETER IN ROOF SLAB TYPICAL

3-N24 BTM.

SECTION

Ø1200 MANHOLE EXTENTION AND

COVER, REFER EITHER

SEQ-SEW-1300-1 OR SEQ-SEW-1308-1.

TEMPORARY SHORING AS REQUIRED

FOR CONSTRUCTION

FOR WALL REINF.

REFER TABLE TYPICAL

N12-200

E.W. BTM.

N12 'U' BARS, SPACING TO

MATCH VERTICAL

REINFORCEMENT SPACING

TYPICAL U.N.O.

2 ADDITIONAL BARS

CONTINUOUS TO PERIMETER

IN BASE SLAB TYPICAL

PIPE PENETRATION -

REFER TYPICAL DETAIL -

TO BE CONFIRMED BY SUB

-CONTRACTOR

HYDROTITE STRIP

(CJ1020-2K-AD) OR

APPROVED EQUIVALENT

INVERT LEVEL OF

TUNNEL BENCH AS

REQUIRED AFTER

TUNNELS COMPLETED

DN375 PVC VENT RISER 6m LONG

Ø450 COVER AND CONC SURROUND FOR ATTACHMENT

OF ODOUR CONTROL.

COMPRESSIBLE PACKER

AROUND PIPE

1-N24 RING BTM.

S/S BRACKET

INCREASE DEPTH WHERE

REQUIRED

TO ENABLE REINSTATEMENT

OF EXISTING

SERVICES TO ORIGINAL LEVEL

GROUT INJECTION

PORT (LOCATE

WITHIN JOINT AREA)

GROUT

SHAFT WALL (BORED OPENING)

ENTRY/EXIT WALL

WITH BLOCKOUT

SHAFT BASE

PROVIDE AREA OF GRP

REINFORCING TO 300

CLEAR OF THE

DESIGNATED PIPE OD

AT NOMINATED

DIVERSION SEWER

ENTRY POINTS

GROUT FILL BLOCKOUT

NITOSEAL OF SIMILAR IN 15 WIDE

x 10 DEEP REBATE AROUND PIPE

50x6 S/S CLAMP

RING 2-M16 BOLTS

1600 1600

PLAN - RECEPTION SHAFT ROOF SLAB

MAIN REINFORCEMENT OMITTED FOR CLARITY

A

Ø1200 ACCESS SHAFT


TOP AND BOTTOM

DENOTES SETOUT POINT

REFER TO SHAFT SITE PLANS

FOR COORDINATES

Ø 600 NON-CORROSIVE

COVER AND FRAME

LOCATE ACCESS

OPENINGS TO SUIT

SHAFT SITE AND

BENCHING LAYOUT

450 COVER OVER

DN375 VENT OPENING

INCOMING

TUNNEL

WALL THICKNESS AND REINFORCING

DEPTH TO

INVERT

WALL

THICKNESS

WALL

'D' 'T' REINFORCING

<13m 425 N16-150 EW EF

>13m 500 N16-125 EW EF

TYPICAL PIPE

PENETRATION DETAIL

N24-150 E.W. BTM.

REFER TO

NOTE 4.

REFER NOTE 2.

NOTES:

1. TYPICAL DETAILS SHOWN. PERMANENT WORKS

SHAFTS SHALL BE INDIVIDUALLY DESIGNED FOR

TRAFFIC LOADING, JACKING FORCES,

PENETRATION SEALING, ANTI FLOATATION, SHAFT

TOE DESIGN FOR SOIL CONDITIONS,

REINFORCING STEEL AND VENTILATION.

2. REINFORCEMENT AS PER STRUCTURAL DESIGN.

CONCRETE SHALL BE SPECIAL CLASS SCC40

MINIMUM WITH 75 COVER WITH ALL INTERNAL

SURFACES TO BE PROVIDED WITH A PE

PROTECTIVE COATING IN ACCORDANCE WITH THE

CODE.

3. SHAFTS SHALL HAVE A MINIMUM DESIGN LIFE OF

100 YEARS.

4. KNIFE GATE VALVES ARE NOT REQUIRED. FOR

INLET MANHOLE WITH LARGE SEWER LOCATED

IMMEDIATELY UP STREAM OF PUMP STATION, SEE

SEQ-SPs FOR REQUIREMENT.

5. SHAFT DETAILS ARE SUBJECT TO CONFIRMATION

BY SUB-CONTRACTOR AND APPROVAL BY SERVICE

PROVIDER PRIOR TO WORKS COMMENCING.

6. FOR BENCHING DETAILS REFER SEQ-SEW-1309-1.

7. ALL STAINLESS STEEL TO BE GRADE 316.

8. WHERE LOCATED IN AGGRESSIVE SOILS, HIGH

WATER TABLE AND SALINE ENVIRONMENTS,

PROVIDE 0.3 THICK SOLVENT FREE EPOXY

COATING TO OUTSIDE FACE OF WALL.

9. DIMENSIONS ARE IN MILLIMETRES UNLESS

SHOWN OTHERWISE.

DESIGN INPUT BY RPEQ REQUIRED

FOR TRAFFIC LOADS, STRUCTURAL

STEEL DESIGN AND NATIVE SOIL

CONDITIONS, REFER NOTES.

USE IN UNITYWATER AREA

SUBJECT TO SPECIFIC APPROVAL

REFER NOTE 8

JACKING PIPE

PROJECTION

3N24 TRIMMERS

BOTTOM COG WHERE

SHOWN AT SLAB EDGE

A

- N.T.S

3-N24 BTM.

N20-150

E.W. TOP

N12-150

E.W. TOP

ORG DATE:

CoGC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

" "

SEQ-SEW-1311-1 B

1/1/2013

B 24/04/19 NON-CORROSIVE LIDS; DN450 COVER; KNIFE GATE VALVE; NOTES 2, 4, 9

NOT TO SCALE


Z2 TYPE TYPICAL TUNNEL

JACKING SHAFT - CAISSON OPTION

AutoCAD SHX Text

-

CJ

CJ

CJ

CJ

FSL

CJ

CJ

TYP.

TYP.

SHAFT PC ROOF SLAB PLAN

B

SECTIONA

MANHOLE ACCESS PLAN

A

CJ

CJ

TYP.

NOTES:

1. TYPICAL DETAILS SHOWN, PERMANENT WORKS

SHAFTS SHALL BE INDIVIDUALLY DESIGNED FOR

TRAFFIC LOADING, JACKING FORCES, SHAFT TOE

DESIGN FOR SOIL CONDITIONS, REINFORCING

STEEL & VENTILATION.

2. FORMAT SHOWN FOR USE WHERE DEPTH IS

8.0M AND TEMPORARY WORKS (SHEETPILE) USED.

FLOATATION CONTROL SHALL BE DESIGNED FOR

EACH STRUCTURE.

3. 'MEGAPOXY' OR APPROVED MASTIC SEALANT IS TO

BE PLACED BETWEEN ALL SHAFT JOINTS. ALL

JOINTS ARE TO BE POINTED INTERNALLY.

4. EXTERNAL STRAPPING TO BE SS316 FOR ALL

COMPONENTS.

5. KNIFE GATE VALVES ARE NOT REQUIRED. FOR

INLET MANHOLE WITH LARGE SEWER LOCATED

IMMEDIATELY UP STREAM OF PUMP STATION, SEE

SEQ-SPs FOR REQUIREMENT.

6. ALL CAST INSITU CONCRETE SAHLL BE SPECIAL

CLASS SCC40 WITH 75mm COVER TO

REINFORCEMENT.

7. DIMENSIONS ARE IN MILLIMETRES UNLESS

SHOWN OTHERWISE.

550

TYP.

50

50

650

900 RIN

G

2100 M

IN

.500

200

1200 RIN

G

700

Ø1200 ACCESS SHAFT

50

100

400

DETAIL1

2:1 SAND-CEMENT

MORTAR 50mm MIN.

THICK SCREED (TYP.)

PC CONVERTER & ACCESS SURROUND

CONNECTIONS REFER SEQ-SEW-1308-1.

PRECAST MANHOLE DETAILS TO BE IN

ACCORDANCE WITH SEQ-SEW-1300-1 UNLESS

NOTED OTHERWISE SUBMIT DESIGN &

CERTIFICATION OF ALL PRECAST COMPONENTS

FOR APPROVAL PRIOR TO DELIVERY.

6-400X100X8 SS PLATES EVENLY SPACED

AROUND PC SHAFT. DRILL & EPOXY INTO

PC WALL EMBEDMENT LENGTH 100mm

MIN (SEE DETAIL 1).

2-N12 - 200 CIRCULAR TRIMMERS (WELDED 300 LAP)

6-N12 'L' BARS (300 COG.) RADIALLY & EQUALLY

SPACED AROUND PC SHAFT. DRILL EPOXY INTO

WALL EMBEDMENT LENGTH 3/4 WALL WIDTH MIN.

6-N12 BARS RADIALLY & EQUALLY SPACED

AROUND PC SHAFT. DRILL EPOXY 5 INTO TOP

OF PC LID. EMBEDMENT LENGTH 100mm MIN.

PROVIDE STRUCTURAL CERTIFICATION

OF PRECAST MANHOLE UNITS

INCLUDING REQUIRED WHEEL LOADING.

INTERNAL PROTECTIVE

COATINGS IN

ACCORDANCE WITH CODE.

REINFORCED

CONCRETE

INSITU BASED

Ø2100 PC RCP

MAIN SHAFT

REFER TO

NOTE 3.

'HYDROTITE'

WATERSTOP OR

APPROVED EQUAL

INSITU

CONCRETE

SURROUND

DRILL & EPOXY

GROUT 1-N12 'L'

BAR INTO SIDE

OF PC LID

N12-200 'L' BAR

(RADIALLY SPACED)

N12-200

SCC40 CONCRETE

BENCHING

N12-200 'L' BARS E.F

(RADIALLY SPACED)

N12-200 E.W & E.F

LAP HORIZ. BARS

AS REQUIRED

'HYDROTITE' WATERSTOP OR

APPROVED EQUIVALENT INSTALLED TO

MANUFACTURERS SPECIFICATIONS.

DRILL & EPOXY 6N20 'L' BARS

(RADIALLY & EQUALLY SPACED)

EMBEDMENT LENGTH TO BE 3/4 PC

SHAFT WALL THICKNESS MAX.

REFER TO NOTES 4 & 6 No. 400x100x8 S.S

PLATES EVENLY SPACED AROUND PC RING

JOINTS. 2-M16x100 LONG SS CHEMSET

ANCHORS PER PLATE.

Ø2100 MAIN SHAFT

N12-200 E.W T & B

REFER TO

NOTE 3

Ø

9

0

0

OUTSIDE EDGE OF

INSITU CONCRETE

SURROUND

4 N12 TRIMMERS E.F. TO EXTEND

500MIN. PAST PIPE O.D (TYP.)

REFER TO PIPE PENETRATION

DETAIL ON SEQ-SEW-1311-1.

OUTSIDE FACE OF

1200Ø ACCESS

SHAFT OVER

OUTSIDE EDGE OF

INSITU CONCRETE

SURROUND OVER

6 N12 x 450 LONG BARS RADIALLY

SPACED AROUND SHAFT DRILL & EPOXY

5 INTO TOP OF PC LID & 1 INTO SIDE

OF LID 100mm MIN. EMBEDMENT.

INSITU

CONCRETE

SURROUND

INSIDE FACE OF

Ø2100 SHAFT BELOW

Ø600 ACCESS

OPENING

2-Ø18

HOLES

8 THK SS

PLATE

ACCESS

SHAFT

ACCESS

OPENING

MAIN

SHAFT

MAIN

SHAFT

ACCESS

SH

AFT

LAP EPOXY

OVER PIPE

ENDS

REFER TO NOTE 3.

TYP.

REFER TO

NOTE 5.

DN900 POLYCRETE JACKING

PIPE CAST INTO WALL

50mm MIN. THICK

SCREED (TYP.)

MASS CONCRETE

BENCHING

50mm THICK BLINDING

LAYER ACROSS EXTENT

OF EXCAVATION.

VERTICAL BARS TO BE TRIMMED

50mm CLEAR OF PIPE OD REFER

TO PIPE PENETRATION DETAIL

ON SEQ-SEW-1311-1.

DESIGN INPUT BY RPEQ REQUIRED FOR

TRAFFIC LOADS, STRUCTURAL STEEL

DESIGN AND NATIVE SOIL

CONDITIONS, REFER NOTES.

USE IN UNITYWATER AREA

SUBJECT TO SPECIFIC APPROVAL

ORG DATE:

CoGC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

" "

SEQ-SEW-1312-1 B

1/1/2013B 24/4/19 CONCRETE SCC40; KNIFE GATE VALVE; NOTES 5 & 6

NOT TO SCALE


Z3 TYPE TYPICAL TUNNEL

RECEIVAL SHAFT MANHOLE OPTION

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

100

MIN

STANDARD SEAL

FOR PVC AS/NZS

1260 - BELL END

100

MIN

PVC SHORT PIPE

(500 MAX)

PVC MANHOLE COUPLING

(SEE NOTE 1)

HYDROPHILIC RUBBER SEAL CENTRAL

TO MANHOLE WALL AND ENCIRCLING

COUPLING. REFER NOTES 3 AND 4

ELECTROFUSION (SHOWN)

OR BUTT JOINT

PE MH CONNECTOR

PUDDLE FLANGE

HYDROPHILIC SEAL,

SEE NOTES 3 AND 4

PE PIPE

CONNECTION PE - PECONNECTION PVC - PVC

(SEE NOTE 1)

NOTES:

1. FOR CONNECTIONS TO OTHER PIPE MATERIALS SEE SEQ-SEW-1302-1.

HYDROPHILIC SEALS TO ALL PIPE MATERIALS.

2. FORM ROUNDED NOSING ON INLET AND OUTLET PIPES TO PREVENT

DAMAGE TO JETTING EQUIPMENT, CCTV CABLES AND GUIDES.

3. HYDROPHILIC RUBBER SEALS SHALL BE MINIMUM OF 6x25 AND SHALL

FULLY ENCIRCLE THE PIPE FITTING WITH A MINIMUM 50 OVERLAP

THAT IS IN CONTACT WITH ITSELF.

4. FIX AND MAKE CONTINUOUS THE HYDROPHILIC RUBBER SEAL WITH

GUN GRADE HYDROPHILIC WATERSTOP MASTIC BEAD.

SEE NOTE 2

SEE NOTE 2

ORG DATE:

GCCC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1313-1 B

1/1/2013

B 20/07/15 AMENDED NOTE 3 AND 4

NOT TO SCALE


MAINTENANCE HOLE

SEWER CONNECTION DETAILS

ALL PIPE MATERIALS

TYPE 'G'

DIMENSION 'A'

MAINTENANCE SHAFT DROP TABLE

uPVC MAINTENANCE SHAFT

TYPE 'V'

TYPE 'Z'


TYPE 'K' & 'L'

MIN. MAX.

00

700

MIN.

(TYPE "G")

TYPE 'J'TYPE 'H'

30

2000

MAX.

00

950

MIN.

30

2000

MAX.

00

750

MIN.

30

2000

MAX.

ELEVATION

TERMINAL MAINTENANCE SHAFT

END CHAMBER

EMBEDMENT

RISER SHAFT

(TYPE 'G'-6)

GRADE

END ELEVATION

SIDE ELEVATION

150 MIN.

.

RODDING END AT SEWER END

Ø150 ONLY

REFER TO

N

OTE 4

ALL INSTALLATIONS

VERTICAL SHAFT 5°

MAX. ROTATION

BEDDING MATERIAL TO BE

CAREFULLY COMPACTED

AROUND VERTICAL

45 OBLIQUE JUNCTION REFER

SEQ-SEW-1104-1.

PROPERTY CONNECTION NOT

SHOWN FOR CLARITY

150 MIN. CONCRETE

SURROUND CAST AGAINST

UNDISTURBED GROUND

635 SHORT

RADIUS BEND

REFER NOTE 4

CONCRETE

TO BE CLEAR

OF RUBBER

RING JOINT.

EMBEDMENT MATERIAL

FOR FULL TRENCH

DN150 OR DN225

RETICULATION SEWER

RUBBER RING

JOINT (RRJ)

OPTIONAL

KICKER BEND.

COVER DETAIL FOR ALL

COVERS < 600 REFER

SEQ-SEW-1308-1

3000 LONG

RADIUS BEND

INSPECTION TEE

650 2000

SWJ

REFER TO NOTE 2

'A'

ALL SHAFT

JOINTS SWJ

SWJ

SWJ

REFER NOTE 2

TYPE 'Z' DROP

JUNCTIONS

'A'

ALL SHAFT

JOINTS SWJ

RRJ

AND APPROVED ITEM

MC, MS AND TMS TYPES

uPVC

ALL

POLY-

PROPYLENE

SWEEP JUNCTION 90°

-TYPE 'G'-2 L.H. OR R.H.

45° TEE L.H. OR R.H.

-TYPE 'G'-1

STRAIGHT THROUGH

-TYPE 'G'-3

90° BEND

-TYPE 'G'-5

END - TERMINAL MS

-TYPE 'G'-6

STRAIGHT THROUGH

-TYPE 'H'-1 = DN300

-TYPE 'H'-5 = DN600

-TYPE 'H'-7 = DN425

TYPE 'Z' DROP JUNCTION FOR

TYPE 'G', 'H' & 'J' MAINTENANCE

SHAFTS RISER JUNCTION -

AYMROO DWG No.# AYM 1260-9

WITH CERTIFIED FABRICATOR

EQUALS ACCEPTABLE

POLY-

ETHYLENE

45° TO 315°

TYPE 'J' -1 = DN600 POOPIT

TYPE 'K' -1 = DN1050 SMARTPIT

TYPE 'L' -1 = DN600 MINI MH

45° TEE (+ BENDS TO 90°) WITH

STRAIGHT THROUGH

-TYPE 'H'-2 = DN300

15° TO 90° BENDS

-TYPE 'H'-5 = DN375

WITH 225 PVC BENDS #B1, B2, B3

-TYPE 'H'-10 = DN600

CONCRETE

DROP JN'S

15° TO 60° BEND

-TYPE 'G'-4

1. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH STANDARD DRAWINGS

SEQ-SEW-1308-1 AND SEQ-SEW-1314-2.

2. ALL MAINTENANCE SHAFT RISERS MAY UTILISE TYPE 'Z' DROP JUNCTIONS TO

EFFECT HIGH LEVEL ENTRIES, REFER MAINTENANCE SHAFT DROP TABLE FOR

DIMENSION 'A' MINIMUMS. RISERS MAY HAVE TWO SEPERATE DROP JUNCTION

FITTINGS AS SHOWN OR A SINGLE TWIN FABRICATED FITTING WITH A

MINIMUM OF 80° HORIZONTAL CENTRELINE OF SEWER SEPERATION.

3. REFER STD DWG SEQ-SEW-1200 SET FOR EMBEDMENT DETAILS AND

SEQ-SEW-1207-1 FOR TRENCH DRAINAGE.

4. DN150 RODDING END SHOWN FOR DEPTHS BETWEEN 800 AND 2000. DEPTHS OF

600 TO 800 USE MOULDED 88° BEND WITH RRJ SP-SOC FORMAT WITH AN ACCESS

COUPLING WITH SCREW ON CAP.

NOTES:

90° TEE

-TYPE 'G'-7

90° TEE WITH STRAIGHT THROUGH

-TYPE 'H'-3 = DN600

-TYPE 'H'-8 = DN425

AT 30°/ 60° / 90°

-TYPE 'H'-11 = DN425 AT

30°/ 60° / 90°

60° TO 300° PRECAST BASE M.S.

-TYPE 'M'-1 = DN600 BOTH 500 AND

900 HIGH CONICAL BASES -

2 INLETS PERMITTED IN BASE -

1 INLET PERMITTED IN SHAFT

60° TO 300° PRECAST BASE M.S.

-TYPE 'M'-2 = DN600 BOWL 650 HIGH

BASE - 2 INLETS PERMITTED

SHAFT - 1 INLET PERMITTED

90° TEE

-TYPE 'H'-6 = DN600

-TYPE 'H'-9 = DN425

(MIN DN300 RISER)

ORG DATE:

CoGC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1314-1 C

1/1/2013

B

C

19/06/15

23/04/19

DROP JUNCTION ADDED, CONCRETE SURROUND REMOVED, NOTES AMENDED.

DEPTH TABLE REMOVED; DIMENSION 'A' & MS TYPES AMENDED; DN300 RISER.

NOT TO SCALE


MC, MS AND TMS TYPES FOR

DN225 AND SMALLER RIGSS

TYPICAL ARRANGEMENT DETAILS

TYPE 'H'1 AND 'H'2 MAINTENANCE SHAFT

DIMENSION 'A'

REFER NOTE 4

NOTES :

1.

2. DIMENSION 'A' GRADE THROUGH MAINTENANCE SHAFT SHOWN ON SEQ-SEW-1314-1.

4.

PLAN

FLOW

Ø1050(OD)

Ø600(ID)

CONVERTOR

SLAB 150 mm

MAKE UP RINGS

75-225 mm

BACKFILL AND

COMPACTION

AS PER CODE

MULTIPLE INLETS CAN BE WELDED

INTO THE BASE UNIT AT ANGLES

RANGING FROM 45°-315° FROM

THE DOWNSTREAM

CONVERTOR SLAB

BASE

GRADE

DN600 SHAFT

DN600 SHAFT

100

MIN

MAXIM

UM

3000

'H

'

100

MIN

Ø1100 MIN

DN600

682 OD

MAINTENANCE SHAFT / CHAMBER

REFER

NO

TE 3

COVER AND FRAME FOR SLOPED LOCATIONS

150

PVC PIPE RRJ

COUPLING

REFER NOTE 4

MAXIM

UM

3000

600

'H

'

REFER

NO

TE 3

DN600

Ø1600(OD)

3. DIMENSION 'H' SHOWN ON SEQ-SEW-1308-1.

TYPE 'J'1 MAINTENANCE SHAFT

DN300 SHAFT

DIMENSION 'A'

GRADE THROUGH MAINTENANCE SHAFT

IS 1:200 PLUS 20 mm DROP AT INLET

REFER NOTE 4

PVC PIPE RRJ

COUPLING

MEGAPOXY COVER RINGS TO

CONVERTOR SLAB AND TO EACH

OTHER AND TO COVER SURROUND

BACKFILL AND COMPACT

IN ACCORDANCE WITH

CODE

FILL GRADED TO FSL

(1:4 MAX)

COVER ARRANGEMENT

AND FRAME

RETICULATION SEWER

DN150, DN225, PVC

SEWER PIPE OR DN225

SEWERMAX WITH

SEWERMAX ADAPTOR

REFER NOTE 4

COMPACTED EMBEDMENT

MATERIAL AROUND

SHAFT AND ACROSS

TRENCH AS PER CODE

PRECAST CONCRETE

SURROUND OR DI

HOT HAT

THIS DRAWING SHALL BE READ IN CONJUNCTION WITH STANDARD DRAWINGS

SEQ-SEW-1308-1 AND SEQ-SEW-1314-1.

ALL MAINTENANCE SHAFTS SHALL HAVE 600 LONG ROCKER PIPES PROVIDED UPSTREAM

AND DOWNSTREAM. LONG RADIUS BEND USE NEGATES THIS REQUIREMENT.

DN100 PROPERTY CONNECTION

TEE (NOTE: PROPERTY

CONNECTION 2000 mm FROM

SHAFT CENTRE)

SEWERMAX RUBBER

RING SEAL

CONCRETE SURROUND

CAST IN-SITU

COMPACTED

EMBEDMENT

MATERIAL AS PER

CODE

HYDROTITE SEAL

PLACED AROUND

CIRCUMFERENCE

OF SHAFT

FORMWORK AS

REQUIRED

FLAT TOP TAPER

COVER AND FRAME PLACED ON

FORMWORK WITH SPECIFIED SLOPE B

o

EMBEDMENT AS

FOR PIPELINE

MAXIM

UM

3000

ALL INSTALLATIONS

VERTICAL SHAFT 5°

MAX. ROTATION

MAXIM

UM

3000

150

TYPE 'Z'

DROP PERMITTED

TYPE 'Z'

DROP PERMITTED

'H'2 INLET

ADDITIONAL SUPPORT

75x75 RECYCLED PLASTIC

TO EXTEND 300 PAST

SURROUND

MIN

50

600 LONG SOC-SP

uPVC

PP STUB

REFER NOTES 5 & 6

ROCKER

PE STUB

REFER NOTES 6 & 7

uPVC COUPLING

600 ROCKER WITH

uPVC SEWER

5.POLYPROPYLENE (PP) SDR26 DN160 STUB WELDED BOTH SIDES AT SUPPLIERS FACTORY.

6.STUB FACE ON INSIDE OF STUB SHALL BE AT 15° ANGLE WITH 60 MINIMUM PROTRUDING

INTERNALLY AND 150 MINIMUM EXTERNALLY.

7.

POLYETHYLENE (PE) SDR17 STUB WELDED BOTH SIDES AT SUPPLIERS FACTORY.

STUB FACTORY FITTED WITH uPVC DWV COUPLING.

ROCKER

PIPE

TYPE 'K'1 DN1050 PE SMART PIT

TYPE 'L'1 DN600 PE MINI PIT SIMILAR

8.ALL MAINTENANCE SHAFTS SHALL HAVE A MAXIMUM DEPTH OF 3000 FSL TO INVERT OF PIPE.

SOLVENT WELDED

JOINT (SWJ)

(TYPE 'K'1 SHOWN)

MAX ALLOWED

CORSSFALL OF

FOOTPATH OR

DRIVEWAY BY

COUNCIL

(TYPE 'H'3 SHOWN)

(TYPE 'H'3 SHOWN)

ORG DATE:

CoGC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1314-2 C

1/1/2013

B

C

19/06/15

24/04/19

INLET DETAILS ADDED, NOTES 5, 6 & 7 ADDED.

DWG TITLE, MAX DEPTH, NOTE 2 & 8 AMENDED; DN300 RISER; MINOR CHANGES.

NOT TO SCALE


MC, MS, TMS AND

VARIABLE BEND FOR RIGSS

TYPICAL ARRANGEMENT DETAILS

AutoCAD SHX Text

FLOW

S

S

S

S

S

LOT 10

LOT 12

LOT 11

S

P

R

O

P

E

R

T

Y

N

O

M

I

N

A

L

B

O

U

N

D

A

R

Y

K

E

R

B

L

I

N

E

B

O

Y

C

E

D

R

I

V

E

1

I

N

1

5

0

1

I

N

1

0

0

4

0

,

0

0

0

M

A

X

W

O

O

D

C

L

O

S

E

4

0

,

0

0

0

M

A

X

4

1

0

C

B

1

1

0

S

1

I

N

1

5

0

H

B

1

1

0

3

1

0

DETAIL A

NOTES:

FORMED BENDS ARE MADE FROM CONTINUOUS PIPE THAT HAS BEEN

HEATED AND MANDREL FORMED TO THE BEND RADIUS. MOULDED uPVC

BENDS ARE NOT PERMITTED.

TWO IN- LINE BENDS ARE PERMITTED BETWEEN MAINTENANCE

STRUCTURES TO EFFECT A CHANGE IN GRADE AND DIRECTION. VERGE

ALLOCATION SHOWN WITH SIMILAR CONCEPTS APPLIED WITHIN

ALLOTMENTS WITH 300 CENTRELINE OFFSET PERMITTED.

IN-LINE, LONG RADIUS FORMED BENDS IN SN8 uPVC AT 3,000 RADIUS

ARE ONLY PERMITTED FOR DN150 AND DN225 SEWERS. ALL FORMING

AND FABRICATION OF BENDS TO BE DURABLY MARKED AND CERTIFIED

TO AS/NZS 1260.

1.

2.

3.

TWO BENDS SHOWN

S

S

S

S

S

N

O

M

I

N

A

L

K

E

R

B

L

I

N

E

W

O

O

D

C

L

O

S

E

B

O

Y

C

E

D

R

I

V

E

LOT 3

LOT 5

LOT 6

LOT 4

S

THE GRADE OF THE SEWER THROUGH BEND SHALL BE EITHER MAINTAINED

OR PREFERABLY INCREASED IN GRADE THROUGH THE BEND.

FABRICATED uPVC BENDS MAY BE PERMITTED UP TO 45°. THE MAXIMUM CUT ANGLE

SHALL BE 7.5°. EACH SEGMENT SHALL HAVE A LENGTH OF 300 TO 400 WITH

THE COMPLETE BEND FIBREGLASS WRAPPED TO THE DETAILS IN SEQ-SEW-1105-1.

FINISH WRAPPING 200 BEFORE SPIGOT. FOR COMPLIANCE TEST USE PVC SIZED

ROUND BALL.

A MAX OF 40,000 IS PERMITTED BETWEEN THE MIDDLE OF BENDS AND THE CENTRE

OF EITHER DOWNSTREAM OR UPSTREAM MAINTENANCE STRUCTURES.

MAINTENANCE STRUCTURES PROVIDING ACCESS TO IN-LINE BENDS SHALL BE MHS,

MCS OR MSS AND THE SEWER PIPE FROM THE BEND TO THE MAINTENANCE

STRUCTURE SHALL NOT ENTER THE MAINTENANCE STRUCTURE BY A DROP

ARRANGEMENT.

4.

5.

6.

SEWER CONNECTION JUNCTIONS SHALL NOT BE PERMITTED ON CURVED SECTIONS OF

SEWER.

7.

1

I

N

2

9

0

1

I

N

1

5

0

DETAIL A

DETAIL A - CUT AND WELDED BENDS

4

0

,

0

0

0

M

A

X

ONE BEND SHOWN

JUNCTIONS WHEN REQUIRED SEE NOTE 7

*

LOT 12

*

*

3

,

0

0

0

R

A

D

I

U

S

F

U

L

L

F

I

B

R

E

G

L

A

S

S

3

0

0

t

o

4

0

0

7.5° MAX

SOC-SOC COUPLING

W

R

A

P

P

E

D

R

E

F

E

R

N

O

T

E

6

DIMENSIONS ARE IN MILLIMETRES UNLESS SHOWN OTHERWISE.8.

C

B

1

1

1

3

1

1

4

1

1

3

,

0

0

0

M

I

N

A STRAIGHT PIPE OF MINIMUM 3,000 SHALL BE INSTALLED BETWEEN

ANY TWO BENDS AS SHOWN.

ORG DATE:

CoGC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1314-3 C

1/1/2013

B

C

19/06/15

17/04/19

BEND DETAILS, NOTES AND LONG SECTION AMENDED.

REMOVED LONG SECTION, CHANGED BEND CONFIGURATION, NOTES 3 & 4.

NOT TO SCALE


GRAVITY SEWERS RIGSS

TYPICAL IN-LINE BEND DETAILS

200

DN450 PVC

SHROUD

150 MIN COVER OF

PIPE EMBEDMENT

MATERIAL TO

RISER AND MS

CHAMBER

FLOW

200

MOULDED

OULET

E-F COUPLING

PE STUB WELDED

TO M.S. AT FACTORY

MIN

. 100

GRAN

ULAR

BED

DIN

G

DN315 PE RISER

PE M.S.

PE STUB WELDED

TO M.S. AT

FACTORY

PE STUB WELDED

TO OUTLET AT

FACTORY

LONG RADIUS

BEND (LRB).

R= MIN 35xDN

NOTE :

MIN. ANGLE BETWEEN

INCOMING LINES

-DN160 - 45°

-DN250 - 65°

M.H. COVER AND FRAME

REFER DRG. NO.

SEQ-SEW-1316-1 AND

SEQ-SEW-1308 SERIES

NO

M.

MAX 5000 O

R 3000

SEE N

OTE 9

600 150150

PVC ACCESS CAP

REFER NOTE 7

100

PLAN

PE M.S.

SEWER ENTRY 45°

ELEVATION

PE M.S.

MIN

1150

1 IN 10 MAX

DN250/160

OUTLET

DN160 FABRICATED

JUNCTION WITH

GUSSET. WELDED TO

RISER AT FACTORY.

DN160 SEWER

(SEE NOTE 6)

DN315 PE RISER

DN300/160 REDUCER

PE STUB WELDED TO PE

M.S. AT FACTORY

PE M.S.

E-F COUPLING

PE SHAFT RISER DETAILS

PVC ACCESS CAP

REFER NOTE 7

ELEVATION

MIN

750 TO

M

S IL

350

350

200

MIN 100 mm

GRANULAR BEDDING

DN 375 PVC

SHROUD

200

50

M.H. COVER AND

FRAME

TERMINAL ENTRY POINT

PVC CAP

REFER NOTE 7

ELEVATION

NOTES:

1. THE DRAWING INDICATES A PARTICULAR MANUFACTURERS MS

PRODUCT. ALTERNATIVE PE MS's MAY BE SUBMITTED FOR APPROVAL.

2. MS's SHALL BE MANUFACTURED FROM PE WITH A MATERIAL GRADE

SUITABLE TO BE WELDED TO PE SEWER PIPE.

3. NUSEWERS PE PIPE SHALL BE MANUFACTURED FROM PE100 MATERIAL

WITH A MIN. SDR OF 21 AND A WHITE INTERNAL SURFACE.

4. ALL PE/PE CONNECTIONS SHALL BE WELDED. PE PIPES SHALL BE

JOINED BY BUTT WELDING OR APPROVED E-F COUPLINGS.

5. THE INVERT OF INLET CONNECTION TO THE MS SHALL BE 20 mm

ABOVE THE BASE OF THE MS. WHERE THE OUTLET SEWER IS LARGER

THAN THE INLET CONNECTION, THE OBVERT LEVELS SHALL BE

COMMON.

6. MS MAY HAVE A MAXIMUM OF 3 INLET CONNECTIONS (INCLUDING

SEWERS AND PROPERTY CONNECTIONS) CONNECTING INTO THE

BASE. ONLY ONE DN160 INLET CONNECTION OR MAX 2 DN110 INLET

CONNECTIONS TO THE RISER AT DIFFERENT LEVELS ARE PERMITTED,

IN THIS CASE, MAX 2 INLET CONNECTIONS MAY CONNECT INTO THE

BASE.

7. FOR QUU, THE RISER CAP SHALL COMPRISE A PVC BAYONET CAP WITH

A RRJ SEAL AND A PVC PIPE RRJ SOCKET. FOR UW, PE OR PVC RISERS

TO HAVE WELDED QUICK RELEASE END CAPS SHALL BE SWJ FIXED TO

THE RISERAND SHALL BE RUBBER RING SEALED BETWEEN THE CAP

AND ITS FRAME AND OPEN WITH LESS THAN 15 DEGREE TURN.

(SCREW DOWN CAPS ARE NOT PERMITTED)

8. THE CONCRETE BASE SLAB TO MH FRAME SHALL BE PLACED ON

250 mm COMPACTED ROAD BASE MATERIAL.

9. MAXIMUM DEPTH TO INVERT FOR A MS SHALL BE 5.0 m FOR QUU AND

3.0m FOR UNITYWATER.

10. MH COVERS, FRAMES & SUPPORTS SHALL COMPLY WITH DRG. No.

SEQ-SEW-1316-1.

SHORT RADIUS BEND (SRB)

R= 750 mm

DEFLECTION 90°

ALLOWABLE DEFLECTION 120° MAX

TYPICAL INLET CONFIGURATIONS

INLET CONNECTION

TO RISER

INLET CONNECTION

TO BASE

FLOW ≤ 12L/s

b

b

a

b

b

b

45°

45°

a

0 ≤ b ≤ 90°

SINGLE INLETMULTIPLE INLET

FLOW > 12L/s

0 ≤ b ≤ 60°60 < b ≤ 90°

b45°

b

SEQ-SEW-1315-1 C

1/1/2013

B

C

5/08/15

15/02/19

RISER JUNCTION DETAIL AMENDED

AMENDED NOTES AND PE M.S DIAMETER, DEPTH AND BEND REQUIREMENTS

NOT TO SCALE


PE NUSEWERS

TYPICAL MAINTENANCE SHAFT AND

TERMINAL ENTRY POINT

ALLOWABLE ANGLE BETWEEN ANY

TWO ADJACENT INLET:

DN160/160 a≥45°; DN250/DN250

OR DN250/DN160 a≥65°

0 ≤ b ≤ 60°60 < b ≤ 90°

ORG DATE:

CoGC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

CONCRETE COPING

CLASS D COVER &

FRAME

ASPHALT ROAD

SURFACING

1100

150 M

IN

PLAN CONCRETE SLAB

TRAFFICABLE COVER DETAIL

Ø600

CLASS "D"

NON-TRAFFICABLE COVER DETAIL

150 M

IN

CLASS B COVER &

FRAME

CONCRETE COPING

Ø600

CLASS "B"

1100

300 M

IN

.

LEN

GTH

1100 M

IN

.

TREN

CH

W

ID

TH

300 M

IN

.

1100

6

0

0

O

P

E

N

I

N

G

SEQ-SEW-1316-1 B

1/1/2013

B 18/06/19 AMENDED DETAILS AND NOTES

NOT TO SCALE


PE NUSEWERS

TYPICAL MAINTENANCE STRUCTURE

COVER FRAME AND SUPPORT DETAILS

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

NOTES

1. RPEQ CERTIFIED DESIGN REQUIRED.



3. UW REQUIRES FRAMES IN ROADWAYS (TRAFFIC) TO

BE BOLTED DOWN.

4. REFER TO SEQ-SEW-1308 STANDARD DRAWING SET

FOR DETAILS OF MAINTENANCE STRUCTURE COVERS

AND FRAMES.

NOTES:

CONCRETE ENCASED PIPE - SECTION

A

TYPICAL SIPHON CREEK CROSSING

PE PIPE

NOT CONCRETE ENCASED PIPE - SECTION A

FINISHED CREEK BED LEVEL

FLOW

IF O

PEN

TREN

CH

30° MAX

"H"

45° NOM

1000 MIN

1000 MIN

(SEE NOTES 7 & 8)

GRADE

GRADE

(SEE NOTE 3)

300 MIN

CEMENT STABILISEDGRANULAR MATERIAL(SEE NOTE 11)

GABION MATTRESSKEYED INTO TRENCH WALL

200 MIN

200 MIN

MH 1MH 2

1000 M

IN C

OVER

FIRST P

IPE

SECO

ND

PIP

E

INSTALL

ATIO

N

1. ALL DIMENSIONS IN MILLIMETRES.2. NUMBER AND DIAMETER OF SIPHON PIPES AS SPECIFIED IN DESIGN DRAWINGS.3. DIMENSION "H" AS SHOWN IN DESIGN DRAWINGS.4. PROVIDE MAINTENANCE STRUCTURES EITHER SIDE OF SIPHON.5. CONCRETE TO BE SPECIAL CLASS FOR MAINTENANCE STRUCTURES AND N25 FOR ENCASEMENT.6. 75 MIN CLEAR CONCRETE COVER TO REINFORCEMENT.7. PLACE CONCRETE ENCASEMENT ONLY AFTER WELDING AND TESTING OF PE JOINTS HAS BEEN COMPLETED.8. STEEL REINFORCEMENT SHALL BE PROVIDED FOR ENCASED PIPES. CONTRACTOR TO CONTROL THERMAL REVERSION AND FLOATATION OF PE PIPE DURING

ENCASEMENT POUR AND CURE.9. PROVIDE SILT TRAP MANHOLE ADJOINING SIPHON MH1

WHERE DIRECTED BY SEQ-SP.10. POSITION OF SIPHON PIPE MAY VARY IF DIRECTIONAL BORING UTILISED.11. CEMENT STABILISED EMBEDMENT TO COMPLY WITH CODE.12. FIRST PIPE TO SERVE PDWF WITH SECOND PIPE TO SERVE FLOWS UP TO PWWF.

13. SPECIFIC SEQ-SP APPROVAL REQUIRED FOR USE OFSIPHON ARRANGEMENT(ALTERNATIVELY CAN BE INSTALLED BY

DIRECTIONAL BORING, WHERE MINIMUMCOVER OF 1300 IS MET)

50 THICK POLYSTYRENEOR COMPRESSIBLEMATERIAL ON TOP OFPIPE

REFER TO SEQ-SEW-1200-2 FORBACKFILLING DETAILS

SL92 FABRIC (SEE NOTE 6)

VERTICAL LEG TOEXTEND 100 MIN BELOWSEWAGE LEVEL

INLET PIPEWORK(SEE NOTE 9)

LEVEL TO BE DETERMINEDBY DESIGNER (SEE NOTE 12)

SEWAGE LEVEL

SECOND OUTLET PIPEMIN 0.5 x DIAMETER

ABOVE MAIN PIPE

SEWAGE LEVEL (NO FLOW CONDITIONS)

A

FINISHED CREEK BED LEVEL

REFER TOSEQ-SEW-1200-2 FORBACKFILLING DETAILS

CO

NCRETE E

NCASED

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC




BURIED CROSSINGSTYPICAL SIPHON ARRANGEMENT

ENCASING PIPE & SEWER ARRANGEMENTS

TYPICAL SECTION

SPACERS TO KEEP

SEWER PIPE IN

POSITION

ANNULUS


CARRIER PIPE

ENCASING PIPE

(SEE NOTES 2, 3 & TABLE)

CONCRETE ENCASED METHOD - TRENCHING

NOTES:


3000 MIN

BORED OR JACKED ENCASING PIPE METHOD

600 MIN

DRAIN

1000 MIN

DRAIN

3000 MIN

MINIMUM ENCASEMENT LENGTH


REINFORCED

CONCRETE SURROUND

(SEE NOTE 7)

FLOW

TO SUIT SPIGOT PIPE

SOCKETED CONNECTOR

600 MIN COVER

MH OR MS

(SEE NOTE 5)

FLOW

CONNECTION

TO SUIT

FLOW

FLOW

BORED ENCASING

SEWER

JACKED ENCASING

375

150

PIPE (DN)

PIPE MIN (DN)

300

PIPE (DN)

100

500

N/A

425

575

300225

375

650

850700

1200 MIN.

600750

500400550

1000

800

SEAL OPEN ENDS WITH FOAM FILL OR EQUIVALENT

PIPE AS SPECIFIED (SEE NOTE 4 & 13)

BORED & JACKED ENCASING/SEWER PIPE SIZES

MARKER ON BOUNDARY

FENCE (SEE NOTE 8)

FOR INSTALLATIONS PRIOR TO TRACK CONSTRUCTION

FOR INSTALLATIONS AFTER TRACK CONSTRUCTION

MIN GRADE AS SPECIFIED

1500 MIN

ROCKER PIPE

GROUT ANNULUS

(SEE NOTE 13)

1500 MIN

ROCKER PIPE 2xDN

OR 600 MINIMUM

TRACK

LEVEL

1500 MIN

1500 MIN

TOE OF

EMBANKMENT

1200 MIN (SEE NOTE 11)

2000 MIN TO TOP OF

TIMBER IF TUNNELLED

MARKER ON BOUNDARY

FENCE (SEE NOTE 8)

MH OR MS

(SEE NOTE 5)

ROCKER PIPE

CONNECTION

TO SUIT

DRAIN

MARKER ON BOUNDARY

FENCE (SEE NOTE 8)


3000 MIN

MINIMUM ENCASEMENT LENGTH

1200 MIN (SEE NOTE 11)

2000 MIN TO TOP OF

TIMBER IF TUNNELLED

TOE OF

EMBANKMENT

3000 MIN

1000 MIN

DRAIN

600 MIN COVER

MARKER ON BOUNDARY

FENCE (SEE NOTE 8)

TRACK

LEVEL

600 MIN

TO SUIT SPIGOT PIPE

SOCKETED CONNECTOR

ROCKER PIPE 2xDN

OR 600 MINIMUM

MH OR MS

(SEE NOTE 5)


2. HORIZONTAL BORING

ENCASING PIPE

- REINFORCED CONCRETE CLASS 4 BUTT JOINTED WITH

STEEL LOCATING BAND OR MILD STEEL (6mm WALL THK

MIN) OR GRP PIPE

SEWER PIPE

- STEEL WITH FUSION BONDED PE COATING AND LINING

- DI WITH POLYMERIC LINING CLASS PN 35

- PVC CLASS SN 8

- PE CLASS PN 12.5 MIN

- GRP CLASS SN 10000 MIN.

3. JACKING

ENCASING PIPE


STEEL LOCATING BAND OR GRP JACKING PIPE

SEWER PIPE

- STEEL WITH FUSION BONDED PE COATING AND LINING


- PVC CLASS SN 8



4. CONCRETE ENCASED

- THE PIPE MATERIAL TO BE:

· STEEL WITH FBPE INTERNAL COATING AND LINING

· PE CLASS PN 12.5 MIN

· PVC (SWJ) CLASS SN 8

· GRP CLASS SN 10000 MIN.

- NO SERVICE CONNECTIONS TO BE MADE TO ENCASED

SECTION OF PIPELINE.

- ENCASING AS SHOWN ON SEQ-SEW-1204-1

5. MH OR MS TO BE LOCATED AT LEAST 6000 FROM THE TOE OF

EMBANKMENT OR TOP OF CUT AND AT OUTSIDE OF RAIL LAND.

6. FOR DI MAINS, ALL FITTINGS TO BE FUSION BONDED.

7. SEWER PIPE <DN 150 CAN BE DIRECTIONALLY BORED USING

PE PIPE.

8. PLACE MARKERS ABOVE PIPELINE AT THE POINTS WHERE IT

ENTERS AND LEAVES THE PROPERTY.

9. PROVIDE CATHODIC PROTECTION AS DIRECTED BY RAILWAY

AUTHORITY FOR IRON BASED PIPES. PROVIDE ELECTRICAL

CONTINUITY AND INSULATION AS SPECIFIED IN DESIGN

DRAWINGS.

10. DESIGN TO BE IN ACCORDANCE WITH AS 4799 - RAILWAY

REQUIREMENTS.

11. MINIMUM COVER FOR ALL PIPELINES BELOW RAILWAY LINES:

- NOT LESS THAN 1200 BELOW RAIL LEVEL

- NOT LESS THAN 600 BELOW FORMATION LEVEL ie THE

GROUND LEVEL IMMEDIATELY BELOW THE RAILWAY BALLAST

- NOT LESS THAN 2000 BELOW RAIL LEVEL TO TOP OF

TIMBER FOR TUNNELS.

12. FOR ELECTRIFIED RAILWAY SYSTEMS PREFERENCE SHOULD BE

GIVEN TO USE OF NON-METALLIC PIPES.

13. THE ANNULUS SHALL BE GROUTED AS SHOWN IN

SEQ-SEW-1403-1. PLASTIC PIPE MATERIALS SHALL BE

CONTROLLED FOR FLOATATION AND THERMAL REVERSION.

300

TYP

ORG DATE:

CoGC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1401-1 B

1/1/2013

B 22/05/19 MINOR CHANGES

NOT TO SCALE


TYPICAL BURIED CROSSINGS

RAILWAYS

"W""X1"

1200 M

IN

"X2"

CONCRETE ENCASED METHOD - TRENCHING

"W"

"X1"

1500 MIN

SEE N

OTE 2

BORED OR JACKED ENCASING PIPE METHOD


"X2"

1500 MIN

A

(SEE NOTE 6)

FOR INSTALLATIONS PRIOR TO ROAD CONSTRUCTION

FOR INSTALLATIONS AFTER ROAD CONSTRUCTION

300

MIN

BORED ENCASING

SEWER

JACKED ENCASING

375

150

PIPE (DN)

PIPE MIN (DN)

300

PIPE (DN)

100

500

N/A

425

575

300225

375

650

850700

1200 MIN.

600750

500400550

1000

800

BORED & JACKED ENCASING/SEWER PIPE SIZES

ENCASING PIPE & SEWER ARRANGEMENTS

TYPICAL SECTION

SPACERS TO KEEP

SEWER PIPE IN

POSITION

ANNULUS


CARRIER PIPE

ENCASING PIPE



A

NOTES:


2. METHODS OF INSTALLATION TO BE AS SHOWN IN DESIGN

DRAWINGS OR AS DIRECTED BY THE WATER AGENCY OR ROAD

OWNER. DIFFICULT CONDITIONS MAY REQUIRE SPECIAL

ARRANGEMENTS.

3. HORIZONTAL BORING

ENCASING PIPE

- REINFORCED CONCRETE CLASS 4 OR

- STEEL (BARE) PIPE, WALL THICKNESS TO BE AS SPECIFIED IN

THE DESIGN DRAWINGS OR

- GRP PIPE

SEWER PIPE


- PVC CLASS SN 8



4. JACKING

ENCASING PIPE


STEEL LOCATING BANDS OR GRP JACKING PIPE

SEWER PIPE


- PVC CLASS SN 8



5. CONCRETE ENCASED

- THE PIPE MATERIAL TO BE:

· STEEL WITH FBPE INTERNAL COATING AND LINING

· PE CLASS PN 12.5 MIN

· PVC (SWJ) CLASS SN 8

· GRP CLASS SN 10000 MIN.

- NO SERVICE CONNECTIONS TO BE MADE TO ENCASED

SECTION OF PIPELINE.

- ENCASING AS SHOWN ON SEQ-SEW-1203-1 FOR TYPE 9

- NO EXTERNAL COATING REQUIRED ON CONCRETE ENCASED

WELDED STEEL PIPELINE.

6. MH OR MS TO BE LOCATED AT LEAST 6000 FROM ENDS OF

ENCASEMENT.

7. CONSTRUCTION TO BE IN ACCORDANCE WITH DESIGN

DRAWINGS.

8. DIMENSIONS "X1" AND "X2" AND LOCATION OF BULKHEADS

AND REINFORCING TO BE SHOWN IN DESIGN DRAWINGS.

9. FILL VOID BETWEEN BORED HOLE AND CASING PIPE WITH

GROUT AS SHOWN ON SEQ-SEW-1403-1.

10. DIRECTIONAL BORING TO INSTALL PE PIPE IS ALSO

ACCEPTABLE. GRADE TO BE INCREASED TO ENSURE A POSITIVE

GRADE THROUGHOUT PIPE SECTION.

11. DURING GROUT PLACEMENT, PLASTIC PIPE MATERIALS SHALL

BE CONTROLLED FOR FLOATATION AND THERMAL REVERSION.

SEAL OPEN ENDS WITH FOAM FILL OR EQUIVALENT

ROCKER PIPE

CONNECTION

TO SUIT

MH OR MS

(SEE NOTE 8)

DRAIN

DRAIN

ROADWAYROADWAY

REINFORCED

CONCRETE SURROUND

(SEE NOTE 5)

ROCKER PIPE

CONNECTION

TO SUIT

FLOW

FLOW

FLOW

FLOW



CONNECTION

TO SUIT

CONNECTION

TO SUIT

ROADWAY

ROADWAY

PIPE AS REQUIRED

WITH ROCKER PIPE

PIPE AS REQUIRED

WITH ROCKER PIPE

1200 M

IN

ENCASING PIPE (SEE NOTES 3 & 4)

SEWER PIPE (SEE NOTES 3 & 4)

SEE NOTE

9 AND 11

ORG DATE:

CoGC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1402-1 B

1/1/2013

B 22/05/19 MINOR CHANGES

NOT TO SCALE



MAJOR ROADWAYS

AutoCAD SHX Text

_

AutoCAD SHX Text

-

INSERT ENCASING PIPE EITHER

DURING OR AFTER BORING HOLE

BORED HOLE

STEEL, GRP OR CONCRETE

ENCASING PIPE (SEE NOTE 3)

GROUT ANNULUS BETWEEN

ENCASING PIPE AND

BORED HOLE.

(SEE NOTE 4)

200200

STEP 1

STEP 2

STEP 3

INSTALLATION OF BORED ENCASING PIPE

EQUAL EQUAL

EQUISPACED PIPE SUPPORTS AS REQUIRED

FOR CLOSEST FIT TO ENCASING PIPE.

SUPPORTS AT 1000 MAX SPACING (SEE DETAIL)

TO SUIT ID OF

ENCASING PIPE

TYPICAL FINISHED INSTALLATION

500

500

'd'

'd'

SEAL OPEN ENDS WITH

WATERPROOF FOAM FILL

OR EQUIVALENT

NOTES:

'D

'

PIPE SUPPORTS DETAIL

150 NOM

PLASTIC SLIPPERS

TO SUIT EQUI-SPACED

AROUND PIPE

PLASTIC BINDING

BORED ENCASING PIPE SYSTEM

JACKED ENCASING PIPE SYSTEM

'D

'

SEWER PIPE

ADJUST LEVEL

TO MATCH

SPECIFIED GRADE

CLEARANCE BETWEEN BORE AND

ENCASING PIPE TO BE 50 MIN

PLUS ALLOWANCE FOR

LEVEL/GRADE ADJUSTMENT

WEDGE TOP OF PIPE TO PREVENT

LIFTING DURING GROUTING


2. PIPE MATERIALS AND 'D' & 'd' TO BE AS SPECIFIED IN DESIGN DRAWING.

3. FULLY BUTT WELDED STEEL ENCASING PIPES PREFERRED.

4. BORED HOLE TO ENCASING PIPE GROUT MIX BY WEIGHT IS 0.67 WATER : 1.0

CEMENT : 1.0 SAND WITH THE SAND TO BE WELL ROUNDED SAND AND

SEQ-SP APPROVED PLASTICISERS MAY BE USED.

5. ENCASING PIPE TO SEWER PIPE GROUT MIX IS A FLOWABLE 1 MPa MINIMUM

GROUT WITH A LOW HEAT OF HYDRATION WITH AGGREGATE BEING A FINE

WELL ROUNDED SAND AND PLASTICISERS MAY BE USED. THE MIX DESIGN

SHALL BE APPROPRIATE FOR THE SPECIFIC PIPE MATERIALS AND SITE

CONDITIONS AND SHALL BE APPROVED BY THE SUPERINTENDENT.

FOR CoGC, CONSIDERING THE IMPACT OF FUTURE WATER MAIN

MAINTENANCE OR REPLACEMENT, THE ANNULUS GROUTING MAY NOT BE

ALWAYS REQUIRED. SEE CoGC FOR GROUTING REQUIREMENT.

INSTALLATION OF JACKED ENCASING PIPE TO BE

CARRIED OUT BY SPECIALIST PIPE JACKING

COMPANY AUTHORISED BY THE WATER AGENCY.

STEPS 1, 2 & 3 AS SHOWN.

GROUT ANNULUS BETWEEN

ENCASING PIPE AND SEWER,

REFER TO NOTE 5

ORG DATE:

CoGC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1403-1 C

1/1/2013

B

C

19/06/15

22/05/19

NOTE 3 AMENDED.

NOTE 5 AMENDED

NOT TO SCALE



BORED AND JACKED

ENCASING PIPE DETAILS

NOTES:

TYPICAL AQUEDUCT

450 300 2700

600 300 2100

600 300 2100

750 300 1800

750 450 1800

150

200

250

300

375

PIER

'H'

BA

MAX

900

MIN

ALTERNATIVE ABUTMENTS

900 MIN DEPTH

SEE NOTE 10

'H

'

SEE N

OTE 4

5500 MAX 5500 MAX

SOUND ROCK

600

MIN

B

DETAIL OF CONCRETE PIER

A

SOUND ROCK

TO SUIT

380

H

SEE N

OTE 4

450

MIN

450

MIN

(SEE NOTE 6 AND 9)

1200750 450 1800

915

915

1070

450

500

600 450

450

450

1800

1800

1800

'G

'

(SEE N

OTE 12)

'X'%

GRAD

E

FLOW

MH, MS OR SEWAGE

PUMPING STATION

MH OR MS

600 M

IN

65 MIN COVER

(SEE NOTE 6)

5500 MAX

PROVIDE THRUST BLOCK TO

PREVENT MOVEMENT OF PIPE

600 MIN

5500 MAX

450

MIN

450

MIN

ROCKER

PIPE


2. DI PIPE WITH POLYMERIC LINING SHOWN. STEEL

SINTALINED RRJ PIPE MAY BE USED AS AN ALTERNATIVE. AN

EXPANSION JOINT IS REQUIRED FOR STEEL PIPE.

3. MINIMUM SIZE OF PIPE AS AQUEDUCT TO BE DN 150.

4. MAXIMUM HEIGHT "H" OF CONCRETE PIER:

- IN FLOOD CONDITIONS, SEE TABLE FOR MAXIMUM HEIGHT.

- IN NO FLOOD CONDITIONS, 5OOO MAXIMUM.

- WHERE AQUEDUCT NEEDS TO BE HIGHER, SPECIFIC DESIGN

CALCULATIONS NEED TO BE CARRIED OUT.

5. CONCRETE TO BE N25 FOR PIERS.

6. REINFORCEMENT AND CONCRETE DETAILS FOR PIERS SHALL BE

SPECIFIED IN DESIGN DRAWINGS WITH RPEQ SIGN OFF.

65 MIN COVER TO REINFORCEMENT.

7. STRAPS TO BE GRADE 316 STAINLESS STEEL. PLACE A

3 THICK x 100 WIDE EPDM RUBBER INSERTION AROUND THE PIPE

WHERE IN CONTACT WITH THE STRAP. USE NEOPRENE PADS AND

NYLON WASHERS ON ALL DISSIMILAR METAL CONTACTS.

8. AS SPECIFIED IN THE DESIGN DRAWINGS, NO

ADDITIONAL PROTECTION/COATING TO BE PROVIDED TO

MAKE AQUEDUCT PIPES MORE ENVIRONMENTALLY ACCEPTABLE,

REFER NOTE 8A ON SEQ-SEW-1406-1.

9. CYLINDRICAL PIERS (Ø600 MIN) OR EQUIVALENT ARE AN

ACCEPTABLE ALTERNATIVE.

10. PIERS IN SOIL: SPECIFY DEPTH OF PIER IN SOIL IN DESIGN

DRAWINGS, BUT NOT LESS THAN 900. SPECIFY TYPE AND SIZE

OF FOOTING TO BE USED IN DESIGN DRAWINGS. CONSTRUCT

PIERS WITHOUT FOOTINGS TO THE DEPTHS SPECIFIED IN

DESIGN DRAWINGS.

11. ASSEMBLE JOINTS WITH THE SPIGOT END WITHDRAWN 5 TO 10

FROM BACK OF THE SOCKET TO ACCOMMODATE EXPANSION AND

CONTRACTION RESULTING FROM TEMPERATURE FLUCTUATIONS.

12. PROVIDE STEEL GRILLES WHERE THE VERTICAL DISTANCE 'G'

EXCEEDS 1800. GRILLE TO BE CLAMPED ON TO PIPELINE TO

PREVENT MOVEMENT SEE SEW-1405.

13. % GRADES "X", "Y" & "Z" TO BE SHOWN IN DESIGN

DRAWINGS.

316 STAINLESS STEEL

STRAPS, BOLTS, NUTS &

WASHERS (SEE NOTE 7)

CRADLE FOR PIPES

TO BE LINED WITH 12

THICK EPDM RUBBER

BEARING PAD

ANCHOR BARS

GROUTED IN

EPDM RUBBER

(SEE NOTE 7)

EPDM RUBBER JOINT SEAL

(SEE NOTE 11)

ANCHOR BARS

GROUTED IN

EXISTING SURFACE

PIERS MUST NOT BE

PLACED IN DRY WEATHER

FLOW CHANNELS

BANK PROTECTION AS

REQUIRED

STEEL GRILLE

(SEE NOTE 12)

DI PIPE PN35 OR

STEEL PIPE (SEE

NOTES 2 & 3)

- CONCRETE GABIONS

- ROCK FEATURE WALLS

DIMENSIONS FOR PIERS

(SEE NOTES 4 & 9)

SEWER

PIPE

NOMINAL

SIZE DN

EXISTING

SURFACE

'Y'% GRADE

DI PIPE CLASS K9 OR

STEEL PIPE (SEE

NOTES 2 & 3)

ROCKER

PIPE

'Z'%

GRAD

E

(SEE N

OTE 1

3)

ORG DATE:

GCCC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1404-1 B

1/1/2013

B 17/07/15 AMENDED NOTES 7 AND 8

NOT TO SCALE



AQUEDUCT

NOTES:

STEEL PROTECTION GRILLE

150 NOM

Ø12 NOM x 1000 SPIKE

STIFFENER

WELD

SPRINGLINE OF PIPE

TOP STRAP

RUBBER INSERTION

ELEVATION

STIFFENER

SPIKES

ELEVATION

25

STRAPS

TO SUIT

20°

END ELEVATION

DIRECTION OF APPROACH

100 MAX

COMPONENT & FABRICATION DETAILS

ROUNDED END

Ø12 NOM STIFFENER

1000 NOM

Ø12 NOM SPIKE

150 NOM

PART PLAN

BOLT HOLE

TO SUIT


2. ALL ITEMS TO BE STEEL AND HOT DIP

GALVANISED AFTER FABRICATION.

3. PLACE 3 THICK RUBBER INSERTION BETWEEN

CLAMPS AND PIPELINE.

4. INCLUDE SIGN "DANGER KEEP OFF" WHERE

SPECIFIED BY WATER AGENCY.

5. STEEL TO BE GRADE 250 TO AS/NZS 3679.1.

BOTTOM STRAP (MAY BE OMITTED IF

GRILLE LOCATED ON TOP OF PIER)

BOLT, WASHER

AND NUT SET

ORG DATE:

GCCC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1405-1 B

1/1/2013

B 20/07/15 REMOVED CROSS FROM QUU

NOT TO SCALE



AQUEDUCT PROTECTION GRILLE

SEWER CORROSION

PROTECTION

TO SUIT CONDITIONS

EPDM RUBBER

SUPPORT PAD

12 THICK

SEWER CORROSION

PROTECTION

TO SUIT CONDITIONS

EPDM RUBBER

SUPPORT PAD

12 THICK

BOLT ON SUPPORT BEAMS

DESIGNED FOR FULL PIPE

LOAD

OPTION 3

NEW BRIDGE

CAST IN SUPPORT BEAMS

DESIGNED FOR FULL PIPE

LOAD

OPTION 4

NEW AND EXISTING BRIDGES

OTHER

SERVICES

NOTES

SADDLE CLAMP

(SEE NOTE 3 & 4)

BRIDGE CROSSING PLAN

SEWER

(OPTIONS 1 & 2)

SEE DESIGN DRAWINGS FOR

DIMENSION 'X'

ROAD PAVEMENT

SAND EMBEDMENT

NEW BRIDGE

SEWER

(ALL PIPE TYPES)

(PREFERRED)

OPTION 1

OTHER SERVICES

LATERAL THRUST

RESTRANT

TIE-ROD AND CRADLE

PIPE SUPPORT

(SEE NOTE 3 & 4)

OPTION 2

NEW AND EXISTING BRIDGES

SUPPORT BEAMS

SEWER

(OPTIONS 3 & 4)

"X"

HANDRAIL

"X" "X" "X" "X"

CONCEPT ONLY

EPDM PAD 3mm THICK

THIS IS NOT A DETAIL DRAWING

NO SERVICE DUCTS AVAILABLE

4B. PROVIDE NEOPRENE PADS AND NYLON WASHERS ON ALL

DISSIMILAR METAL CONTACTS.

5. PROVIDE PIPE EXPANSION JOINTS AT EACH END OF BRIDGE.

6. SCL PIPE ONLY FOR OPTION 1, JUSTIFY FOR OPTIONS 2 AND 3.

7. DI TO BE USED FOR OPTION 2. MATERIAL TYPE DEPENDS ON

ENVIRONMENTAL CONDITIONS.

8A. ALL DI PIPES SHALL BE PROVIDED WITH A COLOURED EPOXY

COATING AT 500 MICRONS THICK. PIPE COLOUR TO SUIT LOCAL

ENVIRONMENT WITH PRODUCT MARKERS AT EACH SOCKET.

8B. ALL FLANGE JOINTS SHALL BE PROTECTED BY A DENSO 400

STEELCOAT SYSTEM OR EQUAL.

9. ALL APPERTENANCES SHALL BE ACCESSIBLE VIA PLATFORMS

AND HANDRAILS TO AS 1657.

10. ALL SUPPORTS SHALL MANAGE ALL TEST AND OPERATIONAL

THRUSTS AT FULL PIPE LOADS.



(SEE NOTE 6)

HANDRAIL

HANDRAIL HANDRAIL

SADDLE CLAMP

(SEE NOTE 3 & 4)

VALVE ACCESS

(SEE NOTE 9)

APPROVED TIE ROD

CONNECTION POINTS

VALVE ACCESS

(SEE NOTE 9)


2. OPTION 1 IS PREFERRED OPTION. OPTION 2 IS FOR DRY CREEKS.

3. FOR GENERAL SERVICE, STEEL SUPPORT TO AS/NZS 3679.1

GRADE 250 AND HOT DIPPED GALVANISED.

4A. IN CORROSIVE ENVIRONMENTS (WITHIN 1km OF COAST LINE)

USE STAINLESS STEAL MIN GRADE 316 FOR SUPPORT BEAMS, TIE

RODS, CRADLE SUPPORTS, CLAMPS, BOLTS, NUTS AND

WASHERS.

ORG DATE:

GCCC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1406-1 B

1/1/2013

B 20/07/15 AMENDING NOTES

NOT TO SCALE


AERIAL CROSSINGS

TYPICAL BRIDGE CROSSING CONCEPTS

NOTES:

SURFACE LEVEL

1200 MAX

GRADE

TYPICAL INDUCT VENT

SEWAGE FLOWTRUNK SEWERMH

200-230 m

APPROX 300 m SPACING

INDUCT VENT BRANCH OFF A MH

MH MH

TYPICAL VENTING LAYOUT

EDUCT VENTSEE NOTES 3 & 4

AIR FLOW

FLOW

AIR

MH CONNECTION DETAILSEE SEQ-SEW-1313-1

1. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE SHOWN.2. LOCATE INDUCT AND EDUCT VENTS AS SPECIFIED IN DESIGN DRAWINGS.3. PHYSICAL POSITION AND SIZE TO BE IN ACCORDANCE WITH WATER AGENCY

REQUIREMENTS. POSITION PREFERENCE IS 300 FROM BOUNDARY SUBJECT TO ELECTRICITYAND TELCO SERVICE LOCATIONS.

4. VENTS TO BE SUITABLE FOR INSTALLED LOCATION, SEE SEQ-SEW-1307-3 ORSEQ-SPS-1405-2 FOR TYPICAL EDUCT.

5. STUDOR AIR ADMITTANCE VALVE/S WITHIN BEIGE COLOURED MODIFIED ELECTRICALPILLAR WITH VENT LOUVERS FITTED..

INDUCT VENT SEE NOTES3 & 4

TYPICAL INDUCT VENT TOWATER AGENCYREQUIREMENTS (SEE NOTE 5)

PVC PIPE AT 0.5%MINIMUM GRADIENT(MAXIMUM LENGTH 20 m)

DEPTH TO SUIT MINIMUMCOVER REQUIREMENTS

AIR FLOW

TYPICAL EDUCT VENTSEE SEQ-SEW-1307-3 OR SEQ-SPS-1405-2FOR SEQ-SP REQUIREMENT.

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC




TYPICAL VENTILATION SYSTEMSINDUCT VENT

NOTES:

100 MIN

300 NOM

PIPE DIA + 50

FLOW TO SEWER MAIN

WATER SEAL ON PROPERTY CONNECTION SEWER

WATER SEAL ON INLET SEWER

FLOW

MH OR MS5000 MAX

50 m MAXIMUM (SEE NOTE 3)

WATER SEALS SHALL ONLY BE PROVIDEDWHERE DIRECTED BY SEQ WATER SERVICE PROVIDER

INTO MH

FLOW

100MIN

PIPE DIA + 50

300 NOM

1. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE SHOWN.2. INSTALL WATER SEALS ONLY WHEN SPECIFIED IN DESIGN DRAWINGS, DN150 SHOWN.3. LENGTH OF PIPEWORK BETWEEN MAINTENANCE STRUCTURES TO BE SHORT ENOUGH TO FACILITATE ACCESS FOR MAINTENANCE EQUIPMENT.

30° BENDS (PREFERRED)(45° ALTERNATIVE)

30° BENDS (PREFERRED)(45° ALTERNATIVE)

(SEE NOTE 3)

HOUSE DRAIN FLOW

(SEE NOTE 3)30° BENDSPREFERRED

30° BENDSPREFERRED

PROPERTYCONNECTION

PRO

PERTY

BO

UN

DARY

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC




WATER SEAL ARRANGEMENTSTYPICAL MAINS TYPE

WITH MINIMUM DROPWATER SEALED MAINTENANCE HOLE

WITH EXTERNAL DROP

WATER SEALED MAINTENANCE HOLEPLAN

FLO

WO

UTLE

T

OUTLET

END ELEVATION

DN/3

Ø 1200

PLAN

INLET

ELEVATION

CL INLET

DROP JUNCTION

CUT BACK TO ALLOW FORMAINTENANCE ACCESS

NOTES:

WATER SEALS SHALL ONLY BE PROVIDEDWHERE DIRECTED BY SEQ WATER SERVICE PROVIDER

1. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE SHOWN.2. PROVIDE WATER SEALS ONLY WHERE SHOWN IN DESIGN DRAWINGS.3. FOR CHANNEL DETAILS SEE SEQ-SEW-1304-1 AND 1305-1.

INLET

SEAL OPENING WITHEASILY REMOVED MORTARPLUG OR SIMILAR

90° BEND OR "P" TRAP

50 MIN WATER SEAL

150 MIN COVER

MIN WATER

90° BEND OR "P" TRAP

50 MIN WATER SEAL

150 MIN. COVER

OUTLET

SEAL OPENING WITHEASILY REMOVED MORTARPLUG OR SIMILAR

CL INLET

DROP JUNCTION

CUT BACK TO ALLOW FORMAINTENANCE ACCESS

LEVEL

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC




WATER SEAL ARRANGEMENTSTYPICAL MAINTENANCE HOLE SYSTEM

R

6

1

0

1680

686

230

SECTIONAL PLAN

65

150

75

450

50

300

50mm SITE CONCRETE

230

SEE NOTE 3

230

380

NOTES

500 M

IN

5 x D

WF

DWF = DRY WEATHER FLOW = FLOW VOLUME

MAX

2

2

5

A

-

AA

MIN. 1 IN 100 GRADE TO OUTLET

75

--

1. ALL FLAP VALVE CHAMBERS SHALL BE FITTED WITH

MAINTENANCE HOLE FRAME, COVER AND COPING

TO SUIT APPLICATION. REFER STANDARD DRAWINGS

SEQ-SEW-1301-1 AND SEQ-SEW-1308-2 TO

SEQ-SEW-1308-11 FOR DETAILS.

2. A 375mm DIAMETER PIPE (MIN) MAY BE USED INSTEAD

OF 460 x 230 BOX CULVERT FOR THE OUTLET PIPE,

AS LONG AS FLOW VOLUME AND CONTROL LEVELS

AT THE MAINTENANCE HOLE CAN BE MAINTAINED.

THIS ALTERNATIVE IS ONLY APPLICABLE TO THE

CONDUIT DOWNSTREAM OF THE OVERFLOW STRUCTURE

CONTAINING THE FLAP VALVE.

3. IF THE LENGTH FOR A BOX CULVERT BETWEEN M.H.

AND F.V.C. IS GREATER THAN 1200mm

(LENGTH OF ONE UNIT) THE JOINTS OF THE

UNITS SHALL BE CONCRETE SURROUNDED.

CONCRETE SURROUND SHALL BE 150 mm THICK

WITH SL82 MESH PLACED CENTRALLY.

4. THE OVERFLOW DRAWING SHALL SPECIFY:

a) OVERFLOW SIZE BETWEEN M.H. AND F.V.C.

b) OVERFLOW SIZE LEAVING F.V.C.

c) FLAP VALVE TYPE.

d) I.L. OF O.F. AT MANHOLE.

e) I.L. OF O.F. AT F.V.C IN.

f) I.L OF O.F. AT F.V.C. OUT.

g) S.L. OF F.V.C.

h) I.L. OF O.F. AT DISCHARGE POINT.

i) LENGTH BETWEEN M.H. AND F.V.C.

j) LENGTH BETWEEN F.V.C. AND OUTLET.

k)TYPE OF SCREEN IF NECESSARY.

l) CONCRETE BULKHEAD LOCATION ON OUTLET PIPE.

5. FLAP VALVE OMITTED FOR CLARITY

REFER SEQ-SEW-1409-2 FOR DETAILS.


HOLE

460 x 230 PRECAST

CONCRETE CULVERT

FLAP VALVE CHAMBER

(FVC)

MAINTENANCE HOLE

AYMROO OR APPROVED


(230 mm WIDE) TO

AS 1657

COMPRIBAND JOINT SEAL, OR

APPROVED EQUIVALENT TYPICAL

460 x 230 PRECAST CONCRETE

CULVERT OR CAST INSITU

CULVERT

EXISTING

MAINTENANCE HOLE

ROUNDED

EDGES

B

-

B

-

SECTION B

-

150

ABBREVIATIONS

M.H - MAINTENANCE HOLE

F.V.C - FLAP VALVE CHAMBER

I.L - INVERT LEVEL

O.F - OVERFLOW

S.L - SURFACE LEVEL

COMPRIBAND JOINT SEAL OR

APPROVED EQUIVALENT

700




AND SEQ-SEW-1411-5 FOR STRUCTURAL GENERAL

ARRANGEMENTS AND REINFORCEMENT DETAILS.

NOTES

SEQ-SEW-1409-1 B

1/1/2013

NOT TO SCALE



CHAMBER - TYPE 1

TYPICAL CHAMBER DETAILS

ORG DATE:

CoGC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

B24/05/19 NOTES UPDATED AND REINFORCEMENT REMOVED.

AutoCAD SHX Text

*

AutoCAD SHX Text

*

FLAP DETAILS

7519019075

DETAIL OF M.S. PLATE

230

SECTION

75

50

B

B

B

385

190

75

95

190

530

75 75

75

95 95 95

65

13

22

10

20

40

50

6

0

0

230 230

75

305 600

605

A

SECTION

ACCESS OPENING

A

A

530 x 50 x 12 GALVANISED

M.S. PLATE.


M.S. PLATE.

460 x 230 BOX CULVERT

530 x 385 x 6 NEOPRENE SHEET

60 HARDNESS

8-M6 PAN HEAD 316 SS BOLTS

AND NUTS, WITH TWO Ø36mm

S.S. WASHERS

36 x 16 SLOTTED

HOLES

3/12mm S/S MASONRY ANCHORS,

100 mm EMBEDMENT

530 x 50 x 12 G.M.S. PLATE

485 x 260 x 5 G.M.S. PLATE


60 HARDNESS

SLAB PLAN

TOP SEAL

REFER DRG

SEQ-SEW-1301-1

FOR DETAILS

R

8

4

0

686

1680

150






NOTES

SEQ-SEW-1409-2 B

1/1/2013

NOT TO SCALE



CHAMBER - TYPE 1

TYPICAL TOP SLAB AND FLAP DETAILS

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

B24/05/19 REINFORCEMENT REMOVED

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

90

300

200

540

450

300

MAX

AA

100

AYMROO OR APPROVED EQUIVALENT STEP

IRONS (238mm WIDE) TO AUSTRALIAN

STANDARD 1657

FLAP VALVE OMITTED FOR CLARITY

REFER SEQ-SEW-1409-2 FOR DETAILS



HOLE

610 x 380 PRECAST

CONCRETE CULVERT

FLAP VALVE CHAMBER

(FVC)

R

6

1

0

1680

686

230

2

2

5

75

50

50mm SITE CONCRETE

SEE NOTE 3

230

500 M

IN

5 x D

WF

MIN. 1 IN 100 GRADE TO OUTLET

MAINTENANCE HOLE

COMPRIBAND JOINT SEAL,

OR APPROVED EQUIVALENT


CULVERT OR CAST INSITU

CULVERT (SEE NOTE 2)


APPROVED EQUIVALENT

EXISTING

MAINTENANCE HOLE

ROUNDED

EDGES

NOTES




SEQ-SEW-1411-5 FOR DETAILS.

2. A 375mm DIAMETER PIPE (MIN) MAY BE USED INSTEAD



AT THE MAINTENANCE HOLE CAN BE MAINTAINED.


CONDUIT DOWNSTREAM OF THE OVERFLOW STRUCTURE

CONTAINING THE FLAP VALVE.



(LENGTH OF ONE UNIT) THE JOINTS OF THE

UNITS SHALL BE CONCRETE SURROUNDED.






c) FLAP VALVE TYPE.




g) S.L. OF F.V.C.




k) TYPE OF SCREEN IF NECESSARY.




B

-

B

-

SECTION B

-

SECTIONAL PLAN A

-

ABBREVIATIONS



I.L - INVERT LEVEL

O.F - OVERFLOW

S.L - SURFACE LEVEL

150

700

230






NOTES

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1410-1 B

1/1/2013

NOT TO SCALE



CHAMBER - TYPE 2


B24/05/19 NOTES UPDATED AND REINFORCEMENT REMOVED

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

*

AutoCAD SHX Text

*

50

75

125100 125 125 125 100

75 75 75 75 75 75

75

75

75

75

75

125 125 125 125

700

100 100

1332

25

50

40

40

6

0

0

560

FLAP DETAILS

SLAB PLAN

ACCESS OPENING

A

A

36 x 16 SLOTTED

HOLES


SECTION

B

5/12 mm S/S MASONRY ANCHORS,

100 mm EMBEDMENT

700 x 50 x 12 G.M.S. PLATE

635 x 420 x 5 G.M.S. PLATE


60 HARDNESS

230 230

75

305 600

605

A

SECTION


M.S. PLATE.


M.S. PLATE.



60 HARDNESS



S.S. WASHERS

B

B

TOP SEAL

REFER DRG

SEQ-SEW-1301-1

FOR DETAILS

686

1680

R

8

4

0

150

380






NOTES

SEQ-SEW-1410-2 B

1/1/2013

NOT TO SCALE



CHAMBER - TYPE 2


ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS


AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

A

A

AYMROO OR APPROVED


(230 mm WIDE) AS 1657

75

50mm SITE CONCRETE

SEE NOTE 3

500 M

IN

5 x D

WF

MAINTENANCE HOLE

COMPRIBAND JOINT SEAL, OR

APPROVED EQUIVALENT TYPICAL


CULVERT OR CAST INSITU CULVERT

EXISTING

MAINTENANCE HOLE

ROUNDED

EDGES

NOTES




SEQ-SEW-1301-1 AND SEQ-SEW-1308-2 FOR DETAILS.

2. A 675 mm DIAMETER PIPE (MIN) MAY BE USED INSTEAD



AT THE MAINTENANCE HOLE CANBE MAINTAINED.


CONDUIT DOWNSTREAM OF THE OVERFLOW

STRUCTURE CONTAINING THE FLAP VALVE.



(LENGTH OF ONE UNIT) THE JOINTS OF

THE UNITS SHALL BE CONCRETE SURROUNDED.






c) FLAP VALVE TYPE.




g) S.L. OF F.V.C.




k) TYPE OF SCREEN IF NECESSARY.




EXISTING

MAINTENANCE HOLE

760 x 460 PRECAST

CONCRETE CULVERT

FLAP VALVE CHAMBER

(FVC)

R

6

1

0

1680

686

230

2

2

5


MIN. 1 IN 100 GRADE

TO OUTLET

MAX

450

300

300

230

230

50

100

200

100

SECTION B

-

SECTIONAL PLAN A

-

B

-

B

-

150


APPROVED EQUIVALENT

ABBREVIATIONS



I.L - INVERT LEVEL

O.F - OVERFLOW

S.L - SURFACE LEVEL

610

700






NOTES

SEQ-SEW-1411-1 B

1/1/2013

NOT TO SCALE



CHAMBER - TYPE 3


ORG DATE:

CoGC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

B 24/05/19 NOTES UPDATED AND REINFORCEMENT REMOVED

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

*

AutoCAD SHX Text

*

50

18085

460

180

9

0B

B

6

0

0

100 100 100 100 100 100

40

90

90

90

90

90

180 180 180 180

890

85 85

40

20

20

50

650

40

ACCESS OPENING

C

L

A

A

FLAP DETAILS


SECTIONB

SLAB PLAN

230

230

75

305600

605

A

SECTION


M.S. PLATE.


M.S. PLATE.



60 HARDNESS



S.S. WASHERS

36 x 16 SLOTTED

HOLES

5/12mm MASONRY ANCHORS,

100 mm EMBEDMENT

890 x 50 x 12 G.M.S. PLATE

810 x 500 x 5 G.M.S. PLATE


OR APPROVED EQUIVALENT 60

HARDNESS

TOP SEAL

REFER DRG

SEQ-SEW-1301-1

FOR DETAILS

150

R

8

4

0

686

1680






NOTES

SEQ-SEW-1411-2 B

1/1/2013

NOT TO SCALE



CHAMBER - TYPE 3


ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS


AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

EXISTING

MAINTENANCE HOLE

EXISTING

MAINTENANCE HOLE

FLAP VALVE CHAMBER

SECTIONAL ELEVATION A

-

A

-

A

-

R

6

1

0

686

1680

230230

BOX CULVERT

PLAN

150

50

50

150

75

BOX CULVERT

1220

230

230

230 456

BOX

CULVERT

BOX

CULVERT

L

C

L

C

SEQ-SEW-1411-3 A

24/05/2019

NOT TO SCALE



CHAMBER - TYPES 1, 2 & 3


ORG DATE:

CoGC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

AutoCAD SHX Text

X

EXISTING

MAINTENANCE HOLE

N12-200

N12-200

BOX

CULVERT

FLAP VALVE CHAMBER

N12-200

N12-200

BOX CULVERT

N12-200B

N12-200B

N12-200

N12-200

BOX CULVERT

N12-200

N12-200

BOX

CULVERT

SECTION C

-

SECTION B

-

C

-

C

-

B B

EXISTING

MAINTENANCE HOLE

C

L

C

L

COMPRIBAND SEAL

TYPICAL

SEQ-SEW-1411-4 A

24/05/2019

NOT TO SCALE



CHAMBER - TYPES 1, 2 & 3

TYPICAL REINFORCEMENT DETAILS

ORG DATE:

CoGC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

AutoCAD SHX Text

-

AutoCAD SHX Text

-


PE LINER

200

1526

3 N12 CIRCULAR

TRIMMERS WELDED

CLASS D REINFORCEMENT

6

0

0

N12 TRIMMER B

PE LINER

C

L

COVER

150

3 N12 CIRCULAR

TRIMMERS WELDED

N12 -100

LAID FIRST

N12 -100

LAID SECOND

SECTIONAL ELEVATION A-A

C

L

MH

1526

C

L

COVER

C

L

MH

305 600 DIA 621

N12 -100

LAID FIRST

N12 -100

LAID SECOND

R10 -100 LAID THIRD

N12-100 LAID SECOND

OVERFLOW FLAP VALVE TOP SLAB

775

600

305

1680

N12 - 100 LAID

FIRST

N12 TRIMMER T & B

FOR 200 mm

THICK SLAB

3 N12 CIRCULAR

TRIMMER BARS

BTM WELDED

AT 40 mm CRS

O

P

E

N

I

N

G


AA

CLASS B REINFORCEMENT

SECTIONAL ELEVATION A-A

N12 TRIMMER B FOR

150 mmTHICK SLAB

N12 TRIMMER T & B

50

40


HDPE LINER

SEQ-SEW-1411-5 A

18/06/2019

NOT TO SCALE


OVERFLOW FLAP VALVE

TOP SLAB


ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

1

A

2 3 45

6 7 8 9 10 11 12

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8 9 10 11 12

FLAP VALVE

O

V

E

R

F

L

O

W

P

I

P

E

5

1

PLAN

LAYOUT ARRANGEMENT

NOTES:

75

150

1200

SECTION A-A

A

MAX

500

1000 M

IN

A

1. FOR OVERFLOW SHIELD DETAILS REFER

SEQ-SEW-1412-2.

2. THE OVERFLOW LEVEL SHALL BE THE LOWEST OF THE

FOLLOWING CONDITIONS:

(a) 300 BELOW THE UNDERSIDE OF THE PUMP WELL

TOP SLAB.

(b) 100 BELOW THE UNDERSIDE OF THE TOP SLAB OF

THE LOWEST MANHOLE IN THE UPSTREAM SYSTEM.

(c) 100 BELOW THE LOWEST FLOOR SLAB OR RELIEF

GULLY TRAP IN ANY UPSTREAM PROPERTY.

3. THE OVERFLOW LEVEL SHALL BE MARKED AT THE PUMP

STATION AS FOLLOWING:

(a) A BRASS PLATE ATTACHED TO THE TOP SIDE OF

THE PUMP WELL ROOF SLAB ENGRAVED WITH THE

DEPTH TO OVERFLOW AND

(b) EITHER A DN100 ORANGE-COLOURED PLASTIC

CONDUIT ATTACHED TO THE WET WELL WALL OR

ORAGE-COLOURED CONDUIT OF DIAMETER LARGE

ENOUGH TO SURROUND THE PUMP RISER, SPLIT

AND ATTACHED TO THE RISER BY GRADE 316 SS

CLAMPS AT THE CENTRES NOT EXCEEDING 500,

SUCH THAT WITH EITHER OPTION THE BOTTON OF

THE CONDUIT IS COINCIDENT WITH THE

OVERFLOW LEVEL.

4. FLAP VALVE SHALL BE ALUMINIUM ALLOY 6061-T6 OR

FIBREGLASS OR OTHER APPROVED NON-CORROSIVE

MATERIALS.

5. DIMENSIONS ARE IN MILLIMETRES UNLESS SHOWN

OTHERWISE.

PUMP WELL OR

SEWER MANHOLE

REFER TO NOTE 3(a)

OVERFLOW MANHOLE

CONNECT TO SEWER

OR STORMWATER

MANHOLE ONLY

OVERFLOW PIPES

MANHOLE OR

PUMP WELL

OVERFLOW SHIELD

FLAP VALVE

REFER NOTE 4

OVERFLOW PIPE

OVERFLOW

MANHOLE

OVERFLOW GRADED

AT 1 IN 60

PUMP RISER

PIPEWORK

SEE NOTE 3(b)

MANHOLE OR

PUMP WELL

SS 316 BRACKET

AND FIXINGS

OVERFLOW LEVEL FOR

DETAILS REFER NOTE 2

REINSTATE

PROTECTIVE COATING

FOR OVERFLOW

SHIELD DETAILS

REFER NOTE 1

OVERFLOW

MANHOLE

ORG DATE:

CoGC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1412-1 B

1/1/2013

B 02/01/19 AMENDED NOTES 2 and 3

NOT TO SCALE


TYPICAL OVERFLOW DETAILS FROM

PUMP WELL OR MANHOLE

SHIELDED OUTLET

10

OVERFLOW SHIELD

PLAN

2030

20

25

DETAIL OF SLOTS

SECTIONELEVATION

ELEVATION

PLAN

BOLTS

R

1

025

GREATER O

F 500 O

R 2XD

O

F O

VERFLO

W PIPE

25

200

500 CEN

TRES

POSITION OF SET-IN BOLTS

NOTES:

1. OVERFLOW SHIELD SHALL BE 10mm

HDPE OR 3mm SS316 FABRICATED.

2. DIMENSIONS ARE IN MILLIMETRES

UNLESS SHOWN OTHERWISE.

RADIUS TO BE 2 x

OVERFLOW PIPE DIA

INSIDE FACE OF

MANHOLE WALL.

REINSTATE

PROTECTIVE COATING

CENTRES ON FACE

OF CONCRETE

OVERFLOW PIPE

4 STAINLESS STEEL GRADE 316

HEX. HEAD BOLTS M16x115.

CHEM SET IN CONCRETE.

SHANKS TO PROJECT 45. USE

3mm 316 WASHERS.

SLOTS REFER

DETAIL

HDPE OR SS316

CURVED RADIUS

TO SUIT

OVERFLOW PIPE

℄ OF BOLTS

℄ OF BOLTS

MIN

150

ORG DATE:

CoGC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1412-2 B

1/1/2013

B 03/01/19 ADDED SS316 SHIELD, MIN 150 DISTANCE WALL TO SHIELD, MINOR CHANGES

NOT TO SCALE


TYPICAL OVERFLOW SHIELD

SHIELDED OUTLET

SCREEN GUIDE RAIL

200

SCREEN DETAIL*

880

6

3

3

NOTES:

SECTIONAL ELEVATION

RECEIVING ACCESS CHAMBEROUTLETOVERFLOW CHAMBER

200

100

75

800

75

900

PLAN

75

OUTLET OVERFLOW CHAMBERRECEIVING ACCESS CHAMBER

250

500

450

250

150150

1200

270

225

150

(REFER SEQ-SEW-1300 STANDARD DRAWING SET)

NO

M.

DEPTH

TO

SU

IT

1. PIPES SHOWN ARE DIAGRAMMATIC ONLY, REFER PROJECT

DRAWINGS FOR LAYOUT, LEVELS, AND PIPE SIZES.

2. CONCRETE S32 IN ACCORDANCE WITH AS 1379 AND AS 3600.

3. ALL STEELWORK TO BE EITHER ALUMINIUM OR STAINLESS STEEL.

4. ALL BOLTS, NUTS AND WASHERS SHALL BE GRADE AS 2837/316

STAINLESS STEEL WITH APPROVED ANTI-GALLING COMPOUND.

5. ALL WELDS TO AS 1554. ALL WELDING SYMBOLS TO COMPLY

WITH AS 1101.3.

6. THE COVERS SHALL BE GAS TIGHT. ALL COMPONENTS OF

ACCESS COVERS AND FRAMES SHALL BE FABRICATED FROM

ALUMINIUM ALLOY 6061-T6, TO AS 2848. ALL EMBEDDED

SURFACES SHALL BE PAINTED WITH 2 COATS OF ALKALI

RESISTANT BITUMINOUS PAINT. THE COVERS SHALL BE

DESIGNED AS A PLATFORM IN ACCORDANCE WITH AS 1657.

FABRICATION DETAILS SHALL BE SUBMITTED TO THE

SUPERINTENDENT FOR APPROVAL PRIOR TO MANUFACTURE.

7. IF COVERS ARE SUBJECT TO VEHICULAR LOADING, USE

APPROPRIATELY RATED D.I. COVERS.


NON-RETURN FLAP

VALVE INSTALL TO

MANUFACTURER'S

INSTRUCTIONS

NON-RETURN FLAP

VALVE

12 DIA LIFTING

HANDLES

40 X 40 ANGLE

FRAME

20MM APERTURE

1.25MM GRADE 316

STAINLESS STEEL

MESH

76 X 38 CHANNEL FIXED TO WALL WITH

M10 FLAT HEAD SS MASONRY ANCHORS AT

300 CTR COUNTERSUNK INTO CHANNEL

REMOVABLE SCREEN REFER DETAIL

NON-RETURN FLAP

VALVE

NON-RETURN

FLAP VALVE

GUIDES

900 x 600 NOM. HINGED

ALUMINIUM COVER

GROUTED STONE PITCHING

OR 2m² CONCRETE APRON

100mm THICK

OVERFLOW SHIELD REFER

SEQ-SEW-1412-2

OVERFLOW PIPE

1

I

N

2

M

A

X

FLEXIBLE JOINT

(TYPICAL)

OVERFLOW LEVEL =

TOP OF SCREEN

REMOVABLE

SCREEN

REFER DETAIL

50mm

FALL

PIPE 5% MIN SLOPE

PREFERRED

* A 'WATSOL SEWER COMB SEPARATOR' IS

THE PREFERRED SCREEN.

REFER SEQ-WAT-1413-2 FOR INSTALLATION

DETAILS.

CONTACT UNITYWATER OR DRAPPER

ENVIROMENTAL CONSULTANTS TO OBTAIN

DETAILS OF COMB SEPARATOR.

SCREEN

H

EIG

HT =

OVERFLO

W PIPE D

IA.

(M

IN

.) +

80m

m

HEIGHT VARIES. (LIFTING

HANDLES TO EXTEND TO

100mm BELOW LID LEVEL)

OVERFLOW CHAMBER TO BE SEWER

MAINTENANCE HOLE IN

ACCORDANCE WITH SEQ CODE

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1413-1 C

1/1/2013

B

C

29/07/15

19/07/18

'COMB SEPARATOR' DETAILS ADDED & SCREEN HEIGHT AMENDED

SCREEN DETAIL UPDATED, NOTE ADDED FOR OVERFLOW CHAMBER

DF

NOT TO SCALE


SEWAGE OVERFLOW ARRANGEMENT

TYPICAL OVERFLOW WITH

SCREENED OUTLET

NOTES:

SECTIONAL ELEVATION

OUTLET

200

75

800

75

PLAN

75

OUTLET

450

225

150

1500 N

OM

.

1. THE 'COMB SEPARATOR' MUST BE INSTALLED WITHIN A

RETICULATION MAINTENANCE HOLE TO ENSURE SCREENED

MATERIAL CAN FLUSH BACK INTO THE SEWER FLOW AFTER

THE OVERFLOW EVENT. INSTALLATION WITHIN A SPS

COLLECTOR MH OR WITHIN AN OFFSTREAM OVERFLOW MH IS

NOT ACCEPTABLE. (CONTACT 'DRAPPER ENVIRONMENTAL

CONSULTANTS' TO OBTAIN DETAILS OF WATSOL SEWER

COMB SEPARATOR)

2. PIPES SHOWN ARE DIAGRAMMATIC ONLY, REFER PROJECT

DRAWINGS FOR LAYOUT, LEVELS, AND PIPE SIZES.

3. CONCRETE S32 IN ACCORDANCE WITH AS 1379 AND AS 3600

UNO.

4. ALL METALWORK TO BE EITHER ALUMINIUM OR STAINLESS

STEEL.

5. ALL BOLTS, NUTS AND WASHERS SHALL BE GRADE AS

2837/316

STAINLESS STEEL WITH APPROVED ANTI-GALLING

COMPOUND.

6. ALL WELDS TO AS 1554. ALL WELDING SYMBOLS TO COMPLY

WITH AS 1101.3.

7. ALL COVERS SHALL BE GAS TIGHT.

8. COMPONENTS OF ACCESS COVERS AND FRAMES SHALL BE

FABRICATED FROM ALUMINIUM ALLOY 6061-T6, TO AS 2848.

ALL EMBEDDED SURFACES SHALL BE PAINTED WITH 2 COATS

OF ALKALI RESISTANT BITUMINOUS PAINT. THE COVERS

SHALL BE DESIGNED AS A PLATFORM IN ACCORDANCE WITH

AS 1657.

FABRICATION DETAILS SHALL BE SUBMITTED TO THE

SUPERINTENDENT FOR APPROVAL PRIOR TO MANUFACTURE.

9. THE HINGED RECTANGULAR ALUMINIUM LID ABOVE 'COMB

SEPARATOR' TO INCLUDE HINGED SAFETY GRILL UNDER AND

'RAILSAFE' POST INSERTS (REFER SEQ-SPS-1304 DRAWING

SERIES)

10. IF COVERS ARE SUBJECT TO VEHICULAR LOADING, USE

APPROPRIATELY LOAD RATED COVERS.

11. ALL DIMENSIONS IN MILLIMETRES UNO.

NON-RETURN VALVE

'WASTOP'

NON-RETURN VALVE 'WASTOP'

SECURELY MOUNTED WITHIN

PIPE OR APPROVED EQUIVALENT

APRON:

GROUTED STONE PITCHING OR

2m² CONCRETE APRON 100mm

THICK F62 MESH CENTRAL

'COMB SEPARATOR'

SCREENING STRUCTURE

(SIZED BY DESIGN)

OVERFLOW PIPE

SIZED BY DESIGN

1

I

N

2

M

A

X

FLEXIBLE JOINT

(TYPICAL)

OVERFLOW LEVEL

(TOP OF WEIR PLATE)

GRADE TO

OUTLET

'COMB SEPARATOR' DESIGNED TO BE

REMOVED VERTICALLY.

RECTANGULAR HINGED COVER SIZED

ACCORDINGLY.

RETICULATION

MAINTENANCE HOLE

RETICULATION

MAINTENANCE HOLE

FLO

W

HEADWALL MASS

CONCRETE N20/20

DUCTILE IRON MH COVER

DN600 FOR PIT ACCESS

AND INSPECTION

WEIR PLATE

LOCATED HERE

(REFER SEQ-SEW-1300 STANDARD

DRAWING SET)

MAINTAINANCE HOLE

SIZED BY DESIGN

ORG DATE:

GCCC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1413-2 A

14/02/2019

A 14/02/19 ORIGINAL ISSUE UW

NOT TO SCALE


SEWAGE OVERFLOW ARRANGEMENT

TYPICAL OVERFLOW 'COMB SEPARATOR'

SCREENED OUTLET

5 MAX GAP

STAINLESS STEEL REPAIR CLAMP METHOD

FLEXIBLE COUPLING METHOD

10 MAX GAP

REINSTATE BEDDING

(SEE NOTE 2)

10 MAX GAP

WRAP AROUND OR SLIDE ON

STAINLESS STEEL CLAMP AND

CENTRE ON JOINT (SEE TABLE)

NEW MAKE-UP PIPE

NEW MAKE-UP PIPE

RIBBED PIPE

5 MAX GAP

SS WRAP AROUND CLAMPS

DN

75

100 - <200

>200 - <300

100

150

>300 - 600

LUBRICATE SURFACE

OF RUBBER RING

PLAIN PIPE

SLIP COUPLING METHOD

(SEE NOTE 5)

(SEE NOTE 6)

SLIP COUPLING METHOD

REINSTATE BEDDING

(SEE NOTE 2)

REINSTATE BEDDING

(SEE NOTE 2)

PE ELECTROFUSION METHOD

REINSTATE BEDDING

(SEE NOTE 2)

5 MAX GAP

PE ELECTROFUSION COUPLING WITH

CENTRAL REGISTER REMOVED. MARK

EXISTING PIPE SO COUPLING IS

CENTRED ON JOINT

SOUND

EXISTING

PIPE

MIN

LENGTH

300

FLEXIBLE COUPLINGS

CENTRED ON JOINT

(SEE NOTE 3)

SOUND

EXISTING

PIPE

FLEXIBLE COUPLINGS

CENTRED ON JOINT

(SEE NOTE 3)

NEW MAKE-UP PIPE

SEE NOTE 7

REINSTATE BEDDING

(SEE NOTE 2)

SOUND EXISTING

PIPE

SOUND EXISTING

PIPE

SOUND

EXISTING

PIPE

SOUND

EXISTING

PIPE

BOTH SIDES OF PIPE

WELL LUBRICATED

SLIP COUPLING

CENTRED ON JOINT

NEW MAKE-UP PIPE

SEE NOTE 7

SLIP COUPLING

CENTRED ON JOINT

SLIDE SLIP COUPLING ALONG

MAKEUP PIPE TO CLEAR END. SLIP

BACK ONCE COUPLING IN POSITION

SOUND

EXISTING

PIPE

SOUND

EXISTING

PIPE

SLIDE SLIP COUPLING ALONG

MAKEUP PIPE TO CLEAR END. SLIP

BACK ONCE COUPLING IN POSITION

NEW MAKE-UP PIPE

SEE NOTE 7

NOTES

1. FOR SEQ WATER SERVICE PROVIDER USE ONLY.

2. PLACE EMBEDMENT UNDER AND AROUND ALL INSTALLED PIPE SECTIONS AND

SPACERS AND COMPACT TO MAINTAIN GRADE AND MINIMISE SETTLEMENT.

3. FLEXIBLE COUPLINGS TO HAVE GRADE 316 SS CLAMPS & SHEAR BANDS AND

BE IN ACCORDANCE WITH AS 4327.

4. SLIP COUPLINGS TO BE AS SPECIFIED BY PIPE MANUFACTURER OR WATER

AGENCY.

5. A SINGLE REPAIR CLAMP MAY BE USED FOR REPAIR OF SMALL CRACKS OR

HOLES. MINIMUM CLAMP LENGTH EITHER SIDE OF THE DAMAGE TO BE AS

SHOWN ON THE TABLE.

6. FLEXIBLE COUPLINGS AND STAINLESS REPAIR CLAMPS ARE NOT APPLICABLE

TO RIBBED PIPE.

7. USE THESE METHODS FOR JUNCTION INSERTION OR MAINTENANCE

STRUCTURE CUT-IN, SEE SEQ-SEW-1501-1 AND SEQ-SEW-1502-1.

8. THOROUGHLY CLEAN SURFACE OF EXISTING PIPE BEFORE INSTALLING

CLAMPS OR COUPLINGS.

8a. WHERE THE EXISTING SEWER IS A RE-LINED PIPE, PROPERLY SEAL ALL THE

ENDS AS WELL AS GAPS BETWEEN THE LINER AND THE HOST PIPE. INJECTION

/ GROUTING MAY BE REQUIRED FOR A GOOD SEAL. THE EPOXY MORTAR SHALL

BE COMPATIBLE WITH THE MATERIALS OF THE EXISTING LINER AND THE HOST

PIPE.


MIN CLAMP LENGTH EITHER

SIDE OF PIPE CUT OR DAMAGE

SOUND EXISTING

PIPE

SOUND

EXISTING

PIPE

SEE NOTE 8a FOR

LINED PIPES

ORG DATE:

CoGC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1500-1 B

1/1/2013

B 05/02/18 ADDED NOTE 8a. OTHER MINIOR CHANGES.

NOT TO SCALE


INSERTIONS AND REPAIR SYSTEMS

TYPICAL PIPE CUT-IN METHODS

45° OR 90° JUNCTION AS REQUIRED. JUNCTION

BRANCH MAY BE AT ANY ANGLE FROM 15° TO

VERTICAL (TYPE 'D' SHOWN-SEQ-SEW-1105-1)

(SEE NOTES 4 & 5)

JOINTING TECHNIQUE:

USE SLIP COUPLING OR

OTHER COUPLING/CLAMP

AS APPLICABLE


FLOW

600

NOM

600

NOM

CONNECTION OF SS SEWER JUNCTION TO EXISTING SEWER

FLOW

REINSTATE BEDDING

(SEE NOTE 2)

INSERTION OF JUNCTION INTO EXISTING SEWER

45° JUNCTION AS REQUIRED, JUNCTION

BRANCH MAY BE AT ANY ANGLE FROM 15° TO

45° (VERTICAL SHOWN) (SEE NOTE 4)

SS SEWER JUNCTION WITH 45° OR 90°

BRANCH (BRANCH TO SUIT CONNECTING

PIPE MATERIAL)

(SEE NOTES 6 TO 8)

PLAIN WALL

NOTES:

45° ELECTROFUSION SADDLE

INSTALLED TO MANUFACTURES

DETAILS

PROPERTY CONNECTION

DETAILS SEE SEQ-SEW-1106-1

TO SEQ-SEW-1106-6

FLOW

ELECTROFUSION JUNCTION ONTO EXISTING PE SEWER

SOUND

EXISTING

PE SEWER

SOUND

EXISTING

SEWER

REINSTATE BEDDING

(SEE NOTE 2)

REINSTATE BEDDING

(SEE NOTE 2)


2. PLACE EMBEDMENT UNDER AND AROUND ALL INSTALLED PIPE SECTIONS AND

SPACERS AND COMPACT TO MAINTAIN GRADE AND MINIMISE SETTLEMENT.

3. ENSURE MINIMUM GRADE REQUIREMENTS ARE MET WHEN HOUSE CONNECTION

BRANCH LAID NEAR HORIZONTAL SEE SEQ-SEW-1106-1.

4. WHERE AVAILABLE A SP-SP JUNCTION MAY BE INSERTED DIRECTLY INTO

EXISTING SEWER AND COUPLED USING ANY OF THE CUT-IN METHODS SHOWN IN

SEQ-SEW-1500-1.

5. THOROUGHLY CLEAN SURFACES OF EXISTING PIPES BEFORE CONNECTING CLAMPS

OR COUPLINGS.

6. PLACE CLAMP-ON BRANCH ON PIPE AND MARK THE INSIDE SHAPE OF THE

JUNCTION BRANCH ON MAIN PIPE.

7. REMOVE CLAMP AND CUT HOLE USING APPROPRIATE TYPE OF SAW AND CLEAN AND

DE-BURR HOLE EDGES.

8. ALIGN JUNCTION BRANCH WITH CUT HOLE. POSITION CLAMPS AND TIGHTEN TO

REQUIRED TORQUE.

9. WHERE THE EXISTING SEWER IS A RE-LINED PIPE, PROPERLY SEAL ALL THE ENDS

AS WELL AS GAPS BETWEEN THE LINER AND THE HOST PIPE. INJECTION /

GROUTING MAY BE REQUIRED FOR A GOOD SEAL. THE EPOXY MORTAR SHALL BE

COMPATIBLE WITH THE MATERIALS OF THE EXISTING LINER AND THE HOST PIPE.

10. WHERE THE EXISTING SEWER IS A RE-LINED PIPE, SEQ-SPs PREFER JUNCTION

INSERTION METHOD AND CUT THE EXISTING SEWER UNTIL THE POINT WITH

SOUND CONDITIONS. DEPENDING ON SITE AND LINED SEWER CONDITIONS,

OTHER METHODS MAY BE USED WITH THE SEQ-SP'S PRIOR APPROVAL.

(DEEP JUNCTION FORMAT SHOWN )

SOUND

EXISTING

SEWER

SOUND

EXISTING

SEWER

SEE NOTE 9 & 10

FOR LINED PIPES

SEE NOTE 9 & 10

FOR LINED PIPES

ORG DATE:

CoGC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1501-1 B

1/1/2013

B 16/02/18 ADDED NOTES 9 & 10. OTHER MINOR CHANGES

NOT TO SCALE



TYPICAL INSERTION OF JUNCTIONS

NOTES:

FLOW

ELEVATION

INSTALLATION PROCEDURE FOR MANHOLE

GRADE TO SUIT EXISTING

INSERTING MAINTENANCE SHAFTS INTO EXISTING SEWERS

COMPLETE CUT-IN USING

FLEXIBLE OR SLIP COUPLINGS

(ONE OR BOTH SIDES)


COMPLETE CUT-IN USING

FLEXIBLE OR SLIP COUPLINGS

(ONE OR BOTH SIDES)


SLO

PE O

N B

EN

CH

1 I

N 8

NO

M

CHANNEL DETAILS

25 NOM RADIUS

HEIG

HT AT IN

LET

H

EIG

H

T A

T O

U

TLET

1 IN

5

SPRING LINE

PATCH BENCHING AS

REQUIRED (SEE STABLE

SOILS STEP 7)

REMOVE ABOVE

SPRING LINE

AFTER CONCRETE SETS

STABLE BASE

FLOW

IN STABLE SOILS

IN REACTIVE SOILS

REACTIVE BASE

INSTALL TYPE P2 MH

(SEE NOTE 5)

USE SANDED FITTINGS

(SEE NOTE 3)

SOC-SP ROCKER PIPE

(INSTALLED PRIOR TO

POURING MH BASE)

150 MIN

50

100

CONSTRUCTION OF MAINTENANCE HOLE

OVER EXISTING SEWER

SOUND EXISTING

SEWER

HIGH LEVEL CONNECTIONS MAY

BE MADE TO NEW OR EXISTING

MS RISERS, REFER SEQ-SEW-1314-1

FOR 'Z' DROP DETAILS OR

SEQ-SEW-1315-1

SAND OUTSIDE OF PIPE

(SEE NOTE 4)

(SOIL BEARING PRESSURE <100 kPa)

FLEXIBLE OR

SLIP COUPLINGS

(SEE SEQ-SEW-1300 SERIES FOR STRUCTURE OPTIONS)

1. WHERE NECESSARY ESTABLISH A TEMPORARY BY-PASS SYSTEM.

2. DIG 200 DEEP UNDER AND AROUND EXISTING SEWER TO PROVIDE A

BASE APPROX 1700 IN DIAMETER.

3. CLEAN AND ABRADE EXTERNAL PIPE SURFACE AND COAT WITH

RESIN/SOLVENT AND SAND AND APPLY HYDROPHILIC SEAL.

4. POUR CONCRETE TO 150 ABOVE TOP OF PIPE.

5. EITHER INSTALL FIRST SECTION OF PRE-CAST SHAFT SECTIONS SHOWN OR

MAKE CONSTRUCTION JOINT FOR CAST IN-SITU (SEE SEQ-SEW-1300 SERIES).

6. FORM GULLET TO SPRING LINE OF PIPE AND FULL LENGTH OF INSIDE OF MH.

7. WHEN CONCRETE IS SET, CUT OR BREAK OUT THE TOP HALF OF THE

EXISTING SEWER FOR THE FULL LENGTH INSIDE THE MH.

8. PATCH BENCHING/PIPE SECTIONS TO REMOVE SHARP

OBSTRUCTIONS, GAPS ETC USING 2:1 SAND:CEMENT MORTAR.

9. COMPLETE THE REMAINDER OF MH IN ACCORDANCE WITH SEQ-SEW-SERIES.


2. CARRY OUT INSTALLATION OF MAINTENANCE STRUCTURE

ONLY AT PERIODS OF LOW SEWAGE FLOW OR WHEN

BYPASSING SEWAGE FLOWS.

3. FOR MH IN SEWERS INSTALLED ON SLOPES >16% LAY TWIN

DRAINAGE PIPES THROUGH THE CONCRETE BASE IN

ACCORDANCE WITH SEQ-SEW-1200 SERIES.

4. PLACE EMBEDMENT UNDER AND AROUND ALL INSTALLED MS,

SURROUNDING PIPES AND COUPLINGS. COMPACT TO

MAINTAIN GRADE AND MINIMISE SETTLEMENT.

5. FOR PVC OR GRP PIPE OR FITTINGS TO BE CAST INTO BASE,

COAT WITH RESIN/SOLVENT & SAND OR ABRADED TO

ENSURE BONDING AND APPLY HYDROPHILIC SEAL.

6. FOR INTERNAL DROP SYSTEM SEE SEQ-SEW-1300 SERIES.

7. WHERE THE EXISTING SEWER IS A LINED PIPE, PROPERLY

SEAL ALL THE ENDS AS WELL AS GAPS BETWEEN THE LINER

AND THE HOST PIPE. INJECTION / GROUTING MAY BE

REQUIRED FOR A GOOD SEALING. THE EPOXY MORTAR

SHALL BE COMPATIBLE WITH THE MATERIALS OF THE

EXISTING LINER AND THE HOST PIPE.

8. FOR UW, USE OF THE STABLE BASE FORMAT AND CHANNEL

DETAILS IS SUBJECT TO ACCEPTANCE OF UNITYWATER AND

RPEQ CERTIFICATION AND FOR AN EXISTING AC SEWER

REMOVE ONE FULL LENGTH OF THE AC PIPE AND REPLACE

WITH APPROVED PIPE PRODUCT AND FOLLOW INSTALLATION

PROCEDURE FOR "IN REACTIVE SOILS".

1. WHERE NECESSARY ESTABLISH A TEMPORARY BY-PASS SYSTEM.

2. USING THE SYSTEMS SHOWN ON SEQ-SEW-1500-1 AND SEQ-SEW-1501-1

INSERT PIPE SECTIONS AND SET UP RRJ SOCKET STUB PIPES AND

ROCKER PIPES EACH END OF THE PROPOSED MH LOCATION SO THAT THE

SOCKET ENDS ARE LOCATED ADJACENT TO OUTSIDE FACE OF CONCRETE

SEE SEQ-SEW-1302-1.

3. COMPLETE INSTALLATION OF MH IN ACCORDANCE WITH STEPS 2 TO 9

ABOVE.

SOUND

EXISTING

SEWER

SOUND

EXISTING

SEWER

SEE NOTE 7

FOR LINED

PIPES

(SEE NOTE 8)

(SEE NOTE 8)

ORG DATE:

CoGC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-SEW-1502-1 B

1/1/2013

B 05/02/19 ADDED NOTES 7 & 8. OTHER MINOR CHANGES

NOT TO SCALE



TYPICAL MAINTENANCE STRUCTURES

sewerage standard drawings drawing index - sheet 1 …

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