planning scheme policies - policy 4 water std drawings

22/0

1/20

08 2

:31:

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M, 1

:1

CABWATERSTANDARD DRAWINGS

GENERALDrawing No. Rev. Date DescriptionCAB-G01 B 08/06 Water and Sewerage Reticulation - As Constructed Details.CAB-G01-1 X-orig. 08/07 Sewerage Reticulation - Typical Design Plan Details

CAB-G01-2 X-orig. 08/07 Water / Recycle Reticulation - Typical Design Plan Details

CAB-G01-3 X-orig. 08/07 Sewerage Reticulation - Typical Longitudinal Section Details

CAB-G02 A 08/07 Aluminium Access Lids - General Arrangement.CAB-G03 X-orig. 10/03 Aluminium Access Lids - Details.

CAB-G04 X-orig. 10/03 Aluminium Ladders - Details.

WATERCAB-W01 B 08/06 Typical Water Service & Conduit Details incl. Conduit Marker

Detail.CAB-W02 C 10/07 Water Meter Detail Greater than 50mm.CAB-W03 X-orig. 10/03 Fire Hydrant Box and Valve Box - Detail Plan.

SEWERAGECAB-S01 B 08/06 Sewerage House Drain Connection - Detail Plan.CAB-S01-1 X-orig. 08/07 Sewerage House Drain - Manhole Connection - Detail Plan

CAB-S02 E 10/07 Submersible Pump Station - Typical Site Plan Details & Notes.CAB-S03 D 10/07 2440 dia. Duplex Submersible Pump Station - Roof Slab Layout

& Pipe Arrangement Plan.CAB-S04 C 07/07 2440 dia. Duplex Submersible Pump Station - Sectional Details.CAB-S05 E 10/07 1800dia. "Simplex" Submersible Lift Station - General

Arrangement & Notes.CAB-S06 D 07/07 1800dia. "Simplex" Submersible Lift Station - Pipe Arrangement

Plan & Sectional Details.CAB-S07 B 02/07 Submersible Pump Station - General Details.CAB-S08 A 08/07 Sewer Pressure mains Ø100 to Ø225 - Scour and Gas Release

Valve Details.CAB-S09 A 08/06 Sewer Rising Main Discharge to Gravity Sewer - Detail Plan

ELECTRICALCAB-S20 A 01/08

CAB-S21 B 01/08CAB-S22 B 01/08CAB-S23 B 01/08 Simplex P.S. =<5.5Kw Equipment ScheduleCAB-S24 B 01/08 Simplex P.S. =<5.5Kw Panel Arrangement and Const. NotesCAB-S25 X-orig. 01/08CAB-S26 X-orig. 01/08CAB-S27 X-orig. 01/08CAB-S28 X-orig. 01/08 Duplex P.S. =<5.5Kw Equipment ScheduleCAB-S29 X-orig. 01/08 Duplex P.S. =<5.5Kw Panel Arrangement and Const. Notes

Amendment 01/08

15/0

8/20

07 2

:34:

06 P

M, 1

:1.0

0303

ORIGINAL ISSUE

REVISIONS INIT DATE

DesignEngineer

Business &PlanningManagerManager

NOTTO

SCALECABOOLTURE SHIRE SUPPORTS FACILITIES AND ACCESS FOR PERSONS WITH A DISABILITY.PLEASE ENSURE PROVISION AND/OR REINSTATEMENT OF FACILITIES. DW

SL.13.757

13

14

C O

F M

AN

HO

LEL

12

13

LENGTH FOR "WORKS AS CONSTRUCTED"

SEWER NOTES:

1.5m

1.5m

1.5m

1.5m

The identification number of any pump stationwithin the shire shall be indicated whereapplicable.

47

SL.13.425

37

27

SL.11.616

SL.11.000

110

UIL 9.604

DIL 9.609

DIL 9.255

UIL 9.225 DIL 8.835

DIL 8

.904

UIL 9

.96

DIL 10.295

UIL 8.795

HCB CH29.81OFFSET 2.8mTYPE DSL 14.553IL 12.777

HCB CH3.66OFFSET 2.5mTYPE ESL 13.119IL 11.667




HCB CH45.3OFFSET 0.7mTYPE DSL 12.087IL 10.7911.

2m

Ø100 uPVC CL16

FIRE HYDRANT

STOP VALVE

REDUCER

CONDUIT

SWABBING CHAMBER

PRESSURE REDUCING VALVE

NON-RETURN VALVE (REFLUX)

LEGEND - WATER

TYPICAL MANHOLE(DIAGRAMMATIC)

LEV

EL F

OR

"WO

RKS

AS

CO

NS

TRU

CTE

D"

LEV

EL F

OR

"WO

RKS

AS

CO

NS

TRU

CTE

D"

1m

LOT 6RP123456

7

9

LOT 7RP123456

LOT 8RP123456

LOT 9RP123456

LOT 10RP123456

LOT 11RP123456

LOT 12RP123456

LOT 13RP123456

11

53

1

2

4

6

8 13


HCB CH0.0mOFFSET 2.7mTYPE STUBSL 13.757IL 12.400

Ø63 PE CL16

FLUSHINGPOINT

FLUSHING POINT

MANHOLE

LEGEND - SEWERAGE

HOUSE CONNECTION BRANCH

1.

27

MANHOLE NUMBERLINE NUMBER


HCB CH2.52OFFSET 1.3mTYPE ESL 13.106IL 10.875 HCB CH33.25

OFFSET 1.0mTYPE ESL 13.218IL 9.873


LOT 1RP123456

RESERVE FORPARK

LOT 14RP123456

LOT 15RP123456

LOT 16RP123456

LOT 17RP123456

AA REVISED SINGLE CONDUIT CROSSING B.M. 3/04

1.2m

1.2m

1.2m

1.2m1.2m

1.2m

19.57m

5.36m

B REVISED NOTES, DIMENSIONS ADDED B.M. 8/06

B

2.42m

3.31

m

2.34m

3.11m

5.07m

4.35m

5.71m

4.21m

3.98m

4.55m

2.88m

5.13

m

Ø150

uPVC

68.3

2TY

PE 1

SN8

(SEH

)

Ø150uPVC58.50

TYPE 1SN8 (SEH)

Ø150

uPVC

52.30

TYPE 1

SN8 (SEH)

Ø150

uPVC78.54

TYPE 1

SN8 (SEH)

15/0

8/20

07 1

1:48

:32

AM

, 1:1

W

138

139

142 143 144

145

146

147

148149

150

151

153

154

191

194

185 186 187 188

257

189

PATH

WA

Y

192 193 163 164190

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 W

WW

W

WWW

W

W

W

W W W

152

SWDSWDSWD

SWD

SWD

SWD SWD

SWD

SWD

SWD

SWD

SWD

SWDSWDSWD

SWD

SWD

SWDSWD

S

195

196

140

141

162136137

RW

RW

RWRW RW RW RW

RW

RW

WW

W

RW RW RW

RWRW

RW

RW RW RW RW

11

114

115

116

117119

120

121

122

123

124

125

126

127128 129

130

158

159

160

161

131

132

135

155

156

157

W W

W

W

W

W

W

W

W

W

W

R

R

R

W

W

W

R

R

R

EE

EE

WW

WR

RR

EE

EE

E

W W W W

WWR

R

EE

EE

EE

EE

EE

E

E

E

E

E

W W

E E

E

E

E

W W W

133

134

S

S

S

S

S

S

S

S

SS

S

S

S

S

S

S

S

S

S

SS

S

SS

S

S

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

WW

WW

W

W

W

WW

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

W

W

W

W

W

RR

RR

RR

R

RR

RWRW

RW

RW

RW

RW

RW

RW

RWRW

RW

RW

RW

RW

RW

RWRW

RW

RW

RW

EE

EE

WW

WW

R R R R

W

RW

SWD

S

W

RW

SWD SWD

ORIGINAL ISSUE

REVISIONS INIT DATE DRAWING No.

A3CabwaterManager

REV.

Planning &Design

ManagerDesign

Engineer

NOTTO

SCALECABOOLTURE SHIRE SUPPORTS FACILITIES AND ACCESS FOR

PERSONS WITH A DISABILITY. PLEASE ENSURE PROVISIONAND/OR REINSTATEMENT OF FACILITES.

CABWATERSTANDARD DRAWING

SEWERAGE RETICULATIONTYPICAL DESIGN PLAN DETAILS

CAB-G01-1B.M. 8/07

Sewerage Reticulation Notes1. All work shall be constructed in accordance with the current Caboolture

Shire Council Design and Development manual and standard drawings,and WSA-02 Sewerage Reticulation Code of Australia.

2. All 150 dia. pipes shall be uPVC Class SN8/SEH rubber ring jointedunless shown otherwise. Non-metallic sewer mains to be installed withdetectable marker tape in accordance with Caboolture Shire Councilrequirements.

3. All sewer manholes are generally located 1.5m from front and rearboundaries, 1.0m from side boundaries and will be pegged by theproject surveyor prior to commencement of construction.

4. Each lot shall be served by a 100mm dia. Class SN10/SEH houseconnection branch located 1.0 to 1.5m upstream of allotmentboundaries.

5. The finished surface levels shown on longitudinal sections are indicativeonly. Completed manhole tops shall conform to finished ground profileand be in accordance with the following:

Manhole location Height above finished ground levelFootpath 30mmPrivate Property 75mm

6. All road crossings shall be backfilled with approved sand betweenbacks of kerbs.

7. All house connection branches shall be provided with plastic locatingtape attached to the branch and brought 300mm minimum abovefinished surface level.

8. Where sewers are located in adjoining properties, house connectionsshall extend 1.5m into the property being served.

9. Sewerage and roofwater connection points must be separated by atleast 3.0m

10. All house connections joining to sewers deeper than 2.1m are to beconstructed of Suggden fittings.

11. The location of existing services as shown are indicative only and thecontractor must confirm the location of all services before commencingconstruction.

12. Pipe bedding and trench compaction to conform to WSA-02 SewerageReticulation Code of Australia requirements.

STAGE #

STAGE #

EXISTINGSTAGE #

15/0

8/20

07 2

:09:

07 P

M, 1

:1

S W

WR

R

EE

E

W

W

W

R

R

R

EE

E

RR

WW

E E E

S S S S

SS

SS

S S S

S

S

S

S

S

SWD

SWD

SWD SWD

SWD

SWD

SWD

SWD

SWD

SWDSWDSWD

SWD

SWD

SWDSWD

W WR R

S

EE

EE

WW

W

S

RR

RR

R

RRR

R

RR

RR

SRW

RW

RWRW RW RW RW

RW

RW

RW RW RW

RWRW

RW

RW RW RW

SWD SWD SWD

SWD

W

W

W

R

R

R

W

W

W

R

R

R

EE

EE

W W W W

WWR

R

EE

EE

EE

EE

EE

E

E

E

E

W

S

S

S

S

S

S

S

S

SS

SS

S

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

WW

WW

W

W

SWD

W

W

W

W R

RR

R

RWRW

RW

RW

RW

RW

RWRW

RW

RW

W

R R R R

136137138

139

140

141

142 143 144

145

146

148149

150

151

152 153

1

191

194

195

196

185 186 187 188

257

189 192190

147

PATH

WA

Y

STAGE #W W

R R

E E

RW

ORIGINAL ISSUE


A3CabwaterManager

REV.

Planning &Design

ManagerDesign

Engineer

NOTTO


PERSONS WITH A DISABILITY. PLEASE ENSURE PROVISIONAND/OR REINSTATEMENT OF FACILITIES.


WATER / RECYCLE RETICULATIONTYPICAL DESIGN PLAN DETAILS

CAB-G01-2B.M. 8/07

EXISTINGSTAGE #

15/0

8/20

07 1

1:54

:19

AM

, 1:1

ORIGINAL ISSUE


A3CabwaterManager

REV.

Planning &Design

ManagerDesign

Engineer

NOTTO


PERSONS WITH A DISABILITY. PLEASE ENSURE PROVISIONAND/OR REINSTATEMENT OF FACILITES.


SEWERAGE RETICULATIONTYPICAL LONGITUDINAL SECTION DETAILS

CAB-G01-3B.M. 8/07

23/0

8/20

07 8

:32:

45 A

M, 1

:1.0

0303

ORIGINAL ISSUE

REVISIONS INIT DATE

DesignEngineer


NOTTO

SCALECABOOLTURE SHIRE SUPPORTS FACILITIES AND ACCESS FOR PERSONS WITH A DISABILITY.PLEASE ENSURE PROVISION AND/OR REINSTATEMENT OF FACILITIES. D.W.

All components to be fabricated from grade 6061-t6 aluminium (unless notedotherwise).All nuts, bolts, screw and washers to be grade 316 stainless steel.All welding to be weld quality b in accordance with as1665.All welds to be fillet continuous using filler alloy 4043.Cover to be fabricated from grade 5251 aluminium chequer plate and have abituminous coating.All surfaces to be embedded in concrete are to have two coats of bitumenbased paint.Most welds have been omitted for clarity.Cover dimensions may change to suit the size of openings.To be read in conjunction with drawing CAB-G03

NOTES1.

2.3.4.5.

6.

7.8.

1050

5010

0010

0050

5075

50

1000 CLEAR OPENING

50

6mm THICK ALUMINIUMCHEQUER PLATE LIDSWITH BITUMINOUSCOATING TO TOP

RETRACTABLE HANDLES

50x50x6 ANGLE WELDED TOUNDERSIDE OF LID

WELD TO LIDWELD TO FRAMEWELD TO LID WELD TO LID

WELD TO FRAMEWELD TO LID

1075

5010

0010

0050

1000 CLEAR OPENING 50

25

5075

50

950

100

25

6 PLATE WELDED TOUNDERSIDE OF LID

200

150

MIN

.

HANDGRIPREFER DETAIL B

LID TO STRUT BRACKETREFER DETAIL E

FRAME TOSTRUT BRACKETREFER DETAIL D

HINGEREFER DETAIL C

LID STRUTREFER DETAIL A

30x6 ANCHORS250 LONG @ 300 CRS

1000 CLEAR OPENING

1100

50 50

50

1000

CLE

AR

OP

ENIN

G

50

50x50x6 ANGLESTIFFENERWELDED TOUNDERSIDE OF LID

PLAN

A

SECTION A-A

PLAN

SECTION B-B

PLAN

SECTION C-C

6mm THICK ALUMINIUMCHEQUER PLATE LIDSWITH BITUMINOUSCOATING TO TOP

B B

CC

2000

CLE

AR

OP

ENIN

G

2000

CLE

AR

OP

ENIN

G

750

750

LID STRUTREFER DETAIL A

HINGEREFER DETAIL C

9.

50

HINGED SAFETYGRATING 'SAFE HATCH'BELOW ACCESS LIDSWHERE SPECIFIED.

HINGED SAFETYGRATING 'SAFE HATCH'

BELOW ACCESS LIDSWHERE SPECIFIED.

AA 'SAFE HATCH' DETAILS ADDED B.M. 8/07

15/0

8/20

07 1

:36:

40 P

M, 1

:1.0

0291

ELEVATION

15°

FINISHED SURFACE LEVEL

Ball valve Refer note 12.

White/Lilac peg atend of Service.Marker tape

Refer Note 5.

Sealing plug

Polyethylene Pipe

Potable Water Main

WATER SERVICE CONNECTION DETAIL

Refer Note 13.

300directly over service conduitBrass marker to be positioned

1-

Ø3

Ø25

85

6

16

100

BO

UN

DAR

Y

300

300 FROMFRONT PROPERTY

BOUNDARY

NOTES1. Water service conduits and 20mm dia services shallbe provided and installed in locations shown on theproject drawings.2. The location of the conduits shall be indicated bybrass service conduit marker discs positioned in kerb &channel directly above the conduit.3. Temporary polystyrene or approved equivalent plugsor stops shall be inserted in the end of the conduits toprevent the entry of dirt or foreign matter.4. Provide sand or rock bedding thoroughly compactedup to the underside of the pavement box. Trench widthshall be 300mm as per specification.5. A plastic tape (lilac for recycle) is to be providedbetween the surface marker and the end of the conduit.6. Where conduits cross roads on the diagonal they areto be aligned on the extension of the propertyboundary to the kerb.7. Where possible Telstra and waters service conduitsare to be placed in a common trench, if such asituation is unavoidable, a minimum horizontalseparation of 300mm is required, under nocircumstances are conduits to be placed on top of eachother.8. All conduits are to have each end exposed forinspection by Council's Inspector.9. Electrical conduits are not to be placed in the sametrench as water conduits a minimum seperation of 1m isrequired.10. A 20mm service is to be provided using apre-tapped Readytap Connector (or approvedequivalent). Up to four services 20mm dia can beprovided off each connector (two for each side of theroad).11. Two 20mm poly services are to be laid withinconduit, the service is to be PN16 black (lilac forrecycle) poly pipe.12. The ball valve is the service connection termination,which is to be left in the closed position afterconstruction and with the handle in the vertical position.The ball valve shall have a sealing plug inserted and amarker is to be placed to enable location from thesurface level.13. A small WHITE painted marker peg is to be placedat the end of all water services. A small LILAC paintedmarker peg is to be placed at the end of all recycledservices.14. Service conduit to be 100Ø PVC CL20or SEH for residential A & rural residential and 200diafor residential B & C Commercial & Industrial zonesMultiple services to be laid in conduits in residentialareas.15. A minimum of 1m clear is required between awater service connection point and and electrical pillarbox.

CAS

H

CR

ESC

ENT

KER

B &

CH

ANN

EL

#2

#4

BO

UN

DAR

Y

KER

B &

CH

ANN

EL

#1

#3

BO

UN

DAR

Y

BRASS SERVICECONDUIT MARKER DISC

FIXED TO KERB FACE

WATER SERVICES WITHIN CONDUIT

BALL VALVE

PLANW

ATER

MAI

N

300

LOCATION OFBRASS MARKERSBRASS SERVICE CONDUIT

MARKER DISC

BALL VALVE

READYTAP CONNECTOROR EQUIVILENT

300200 MIN.

Recycled Water Main

BALL VALVE300 DEEP

15°Potable Water Main

SEALING PLUG

300 min.

RP

BO

UN

DA

RY

300 FROMFRONT PROPERTYBOUNDARY

RP

BO

UN

DA

RY

CONDUIT TOEXTEND 300 min.PAST BACK OFKERB

600

300

BALL VALVE (TYP.)

12001800

MIN. 150 CLEARANCE

RECYCLEDPOTABLEPOTABLE

RECYCLED

INDIVIDUAL SERVICES AREREQUIRED TO EVERY LOT

RE

CY

CLE

DW

ATE

RM

AIN

PO

TAB

LEW

ATE

RM

AIN

Readytap connector(or equivalent) Forurban areas only

White/Lilac peg atend of Service.

Marker tapeRefer Note 5.

Refer Note 13.

Ball valve Refer note 12.

Polyethylene Pipe

Conduit 600mm (min. cover) below lip of kerb and channelor 150 below bottom of box, whichever is greater.

Recycle Water Main

RECYCLE SERVICES WITHIN CONDUIT

REC

YCLE

MAI

N

RECYCLEDPOTABLEPOTABLE

RECYCLED

ORIGINAL ISSUE

REVISIONS INIT DATE

DesignEngineer


NOTTO

SCALECABOOLTURE SHIRE SUPPORTS FACILITIES AND ACCESS FOR PERSONS WITH A DISABILITY.PLEASE ENSURE PROVISION AND/OR REINSTATEMENT OF FACILITIES. T.C. AA SINGLE CONDUIT CROSSING B.M. 3/04

B RECYCLE SERVICE AND CONDUIT DETAILS ADDED B.M. 8/06

B

15/0

8/20

07 1

:43:

19 P

M, 1

:1.0

0296

HOUSE CONNECTION

> 21

00 G

RP

JUN

CTI

ON

REQ

UIR

ED

INSPECTIONOPENING

HOUSE DRAIN BY DRAINER

(HOUSE CONNECTION WHEN SEWER LESS THAN 1.5m DEEP)(EXTEND DIST X WHEN HOUSE CONNECTION LOCATED IN

ADJACENT BOUNDARY)

1. Where internal drainage exists or is to be constructed as part of theproperty connection works, inspection openings shall be finished offwith concrete surround, min. 50mm above finished surface level.

2. Contractor to bring location markers to surface.3. Where noted Grade N20 concrete is required.4. House Drainer to bring bolted trap screw to surface.5. Connections < 2.1m deep do not require GRP heavy duty extended

drop junction.

PIPE BEDDING

45° RUBBERRING JUNCTION

CONCRETE

BEND TOSUIT

1000

BEND TO SUIT

HOUSE CONNECTION

X

ELEVATIONTYPE D

MA

X30

0

PIPE BEDDING

GLUED CAP(REFER NOTE 4.)

NATURAL SURFACE

MA

X30

0

PLAN

ELEVATIONTYPE E

(HOUSE CONNECTION WHEN SEWER IS OVER1.5m DEEP AND LOCATED IN ADJACENTBOUNDARY TO LOT BEING SERVICED)

CONCRETE

INSERT A

HOUSE DRAIN BY DRAINERINCL. 45° 'Y' JUNCTION

DE

PTH

S G

RE

ATE

R T

HAN

1.5

m

1500

MA

X.

CONCRETE

100 MIN

HOUSECONNECTION

NATURAL SURFACE

1.5m (MIN)PR

OP

ERTY

BO

UN

DAR

Y

PLAN

45° BEND

INSPECTION OPENING

HOUSE CONNECTION

SEW

ER

50 M

IN

BEND AS REQUIRED BEND AS REQUIRED

INSPECTIONOPENING

HOUSE CONNECTION

SEW

ER

50 M

IN

INSPECTIONOPENING

(VERTICAL DROP WHEN SEWER GREATER THAN1.5m DEEP AND LOCATED IN LOT BEING SERVICED)

ELEVATIONTYPE F

< 21

00 Y

JU

NC

TIO

N W

ITH

45

BEN

D R

EQ

UIR

ED

PLAN

SEW

ER

50 M

IN

INSPECTIONOPENING

PROPERTYCONNECTIONMARKER

PROPERTYCONNECTION

MARKER


1000INSPECTIONOPENING

1500

MA

X.

CONCRETE

PIPE BEDDING

45° RUBBERRING JUNCTION(REFER NOTE 5)

45° RUBBERRING JUNCTION(REFER NOTE 5)

300

MA

X


HOUSECONNECTION

150 MIN COMPACTEDSAND SURROUND

GRP HEAVY DUTY EXTENDED DROPJUNCTION "HARDIE IPLEX" ORSIMILAR APPROVED. (REFER NOTE 5)

IF DEPTH UNDER 2.1m RUBBERRING 45° Y-JUNCTION WITH 45°BEND IS ACCEPTABLE.(SEE INSERT A)

CONCRETE

PROPERTY CONNECTION MARKER

NATURAL SURFACE

MA

X30

0


INSPECTIONOPENING

1000

CONCRETE

1500

MA

X.

ORIGINAL ISSUE

REVISIONS INIT DATE

DesignEngineer


NOTTO


CONSTRUCTION NOTES

AA REVISED REFERENCE NOTE 4 B.M. 3/04

INSPECTION OPENING TO SURFACEBY DRAINER (REFER NOTE 1.)

INVERT LEVEL (I.L.) TO BESHOWN ON DESIGN ANDAS-CONSTRUCTED DRAWINGS

INVERT LEVEL (I.L.) TO BESHOWN ON AS-CONSTRUCTEDDRAWINGS

INVERT LEVEL (I.L.) TO BESHOWN ON DESIGN DRAWINGS

INVERT LEVEL (I.L.) TO BESHOWN ON AS-CONSTRUCTEDDRAWINGS


45°BEND

B DESIGN & AS-CONST. LEVEL NOTE ADDED B.M. 8/06

B

600

MIN

.

600

MIN

.

600

MIN

.

INSPECTION OPENING TOSURFACE BY DRAINER(REFER NOTE 1.)

INSPECTION OPENING TO SURFACEBY DRAINER (REFER NOTE 1.)

23/0

8/20

07 1

:18:

35 P

M, 1

:1.0

0291

1. Where internal drainage exists or is to be constructed as part of theproperty connection works, inspection openings shall be finished offwith concrete surround, min. 50mm above finished surface level.

2. Contractor to bring location markers to surface.3. Where noted Grade N20 concrete is required.4. House Drainer to bring bolted trap screw to surface.

ELEVATIONM.H. TYPE E

(HOUSE CONNECTION WHEN MANHOLE ANDSEWER CONNECTION IS OVER 1.5m DEEP AND

MANHOLE IS LOCATED IN ADJACENT BOUNDARYTO LOT BEING SERVICED)


DE

PTH

S G

RE

ATE

R T

HAN

1.5

m

100 MIN

HOUSECONNECTION

NATURAL SURFACE

1.5m (MIN)PR

OP

ERTY

BO

UN

DAR

Y


1000INSPECTIONOPENING

1500

MA

X.

CONCRETE

PIPE BEDDING

300

MA

X

ORIGINAL ISSUE

REVISIONS INIT DATE

DesignEngineer


NOTTO

SCALECABOOLTURE SHIRE SUPPORTS FACILITIES AND ACCESS FOR PERSONS WITH A DISABILITY.PLEASE ENSURE PROVISION AND/OR REINSTATEMENT OF FACILITIES. B.M.

CONSTRUCTION NOTES

INVERT LEVEL (I.L.) TO BESHOWN ONAS-CONSTRUCTEDDRAWINGS


600

MIN

.

INSPECTION OPENING TOSURFACE BY DRAINER (REFERNOTE 1.)

INSPECTIONOPENING

HOUSE DRAIN BY DRAINER

(HOUSE CONNECTION WHEN MANHOLE LESS THAN 1.5m DEEP)(HOUSE CONNECTION LOCATED IN ADJACENT BOUNDARY)

BEND TOSUIT

1000

HOUSE CONNECTION

ELEVATIONM.H. TYPE D

PIPE BEDDING


NATURAL SURFACE

MA

X30

0

1500

MA

X.

CONCRETE

PROPERTY CONNECTIONMARKER

INSPECTION OPENING TOSURFACE BY DRAINER(REFER NOTE 1.)

INVERT LEVEL (I.L.) TO BESHOWN ON DESIGN ANDAS-CONSTRUCTEDDRAWINGS

600

MIN

.

1.5m (MIN)PR

OP

ERTY

BO

UN

DAR

Y

PLAN

INSPECTIONOPENING

HOUSE CONNECTIONINSPECTIONOPENING

SEW

ER

1500

MA

X.

SEW

ERM

ANH

OLE

BENCH TO SUITHOUSE

CONNECTION

0.60mROCKER PIPE

SEW

ERM

ANH

OLE

BENCH TO SUITHOUSE

CONNECTION

PROPERTY CONNECTIONMARKER

PLAN

INSPECTIONOPENING

HOUSE CONNECTIONINSPECTIONOPENING

SEW

ER

0.60mROCKER PIPE

CONCRETE

CONCRETE

SEW

ERM

ANH

OLE

BENCH TO SUITHOUSE

CONNECTION

PLAN

SEW

ER

ELEVATIONM.H. STUB

(HOUSE CONNECTION WHEN MANHOLE LESSTHAN 1.5m DEEP AND MANHOLE IS LOCATED IN

LOT BEING SERVICED)

HOUSE CONNECTION

END CAP

END CAP

PROPERTYCONNECTIONMARKER

1500

MA

X.

M.H. TYPE F

(HOUSE CONNECTION WHEN MANHOLE IS MORETHAN 1.5m DEEP AND MANHOLE IS LOCATED IN

LOT BEING SERVICED)

(Refer WSA STD. DWG. SEW-1303)

15/0

8/20

07 1

:49:

27 P

M, 1

:1.0

0303

ORIGINAL ISSUE

REVISIONS INIT DATE

DesignEngineer


NOTTO


SUITABLE STAINLESS STEEL SUPPORT/SAFETY CLIPSARE TO BE INSTALLED TO SEPERATELY ACCOMODATEEACH PUMP'S MOTOR CABLE AND LIFTING CHAIN

300MAX.

300

EXTENSION SPINDLEBRACKETS OF APPROVED TYPE@ 1500 MAX. CTRS. (2 No. MIN.)

2440

ALUMINIUM LADDER. REFERCABWATER STD DRAWING

75

PUMPS TO BE ANCHORED TO BASEWITH S.S. BOLTS SET INTO BASE.SIZE & MIN. EMBEDMENT OF BOLTS TOPUMP MANUFACTURER'S SPECIFICATION.

SECTION A-A

COLLECTORMAINTENANCE

HOLE

FLOOR ("F")

L.L. ALARM ("E")

1.51

150

11.5

EMERGENCY PUMPING POINTØ100 CAMLOK COUPLING

A TOP OF SLAB m

B HIGH LEVEL ALARM m

C DUTY CUT-IN LEVEL m

D CUT-OUT LEVEL m

E LOW LEVEL ALARM m

F FLOOR LEVEL m

PUMPSTATION CONTROL LEVELS (A.H.D.)

PUMP MANUFACTURER

PUMP MODEL No.

IMPELLOR TYPE (eg GRINDER)

IMPELLOR Ø mm

DUTY POINT (FLOW @ HEAD) l/s @ m

MOTOR SIZE kW

PUMP INFORMATION

HIGH DENSITYPOLYETHELENE PIPE

DROPPER PIPE

1200

300

CUT-OUT ("D")BWL

TWL DUTY CUT-IN ("C")

TOP OF SLAB ("A")

H.L. ALARM ("B")

Ø100 FLOOR DRAIN WITHWATER SEAL AND FLAP SEAL

SUPPORT BEAM WITHAPPROVED BRACKET

BENCHING

HANDGRIP 40Ø NBHEAVY CLASS PIPE.ALL HEAVY DUTY GALV.(REFER PLATE DETAIL)

PUMP OPERATING LEVELS AND DEFAULTSETTINGS SHALL BE AS PER THESEWAGE PUMPING STATION CODE OFAUSTRALIA (WSA 04)

S.S. KNIFE GATE VALVE

DISMANTLINGJOINT

AA REVISED DETAILS B.M. 8/06 B

WELL WASHER

B WELL WASHER ADDED T.C. 2/07

CC ROOFSLAB SAFETY CHAIN & POSTS REMOVED T.C. 7/07

STANDBY CUT-IN ("C1")

C1 STANDBY CUT-IN LEVEL m

15/0

8/20

07 1

1:25

:03

AM

, 1:1

.002

98

ORIGINAL ISSUE

REVISIONS INIT DATE

DesignEngineer


NOTTO


OVERFLOW

OVERFLOW


HOLE

OUTFLOWMAINTENANCE

HOLE

H.L. ALARM ("B")

DUTY CUT-IN ("C")

CUT-OUT ("D")

L.L. ALARM ("E")

FLOOR ("F")

TWL

TOP OF SLAB ("A")

PUMPS TO BE ANCHORED TO BASEWITH S.S. BOLTS SET INTO BASE.SIZE & MIN. EMBEDMENT OF BOLTS TOPUMP MANUFACTURER'S SPECIFICATION.1800

11.5 1.5

1

150

EXTENSION SPINDLEBRACKETS OF APPROVED TYPE@ 1500 MAX. CTRS. (2 No. MIN.)

SUITABLE STAINLESS STEELSUPPORT/SAFETY CLIPS ARE TO BEINSTALLED TO SEPERATELYACCOMODATE EACH PUMP'S MOTORCABLE AND LIFTING CHAIN

PUMP INFORMATION

kWMOTOR SIZE

l/s @ mDUTY POINT (FLOW @ HEAD)

mmIMPELLOR Ø

IMPELLOR TYPE (eg GRINDER)

PUMP MODEL No.

PUMP MANUFACTURER

PUMPSTATION CONTROL LEVELS (A.H.D.)

mFLOOR LEVELFmLOW LEVEL ALARMEmCUT-OUT LEVELDmDUTY CUT-IN LEVELCmHIGH LEVEL ALARMBmTOP OF SLABA

mOVERFLOW LEVELG

PUMPDISCHARGE

HIGH DENSITYPOLYETHELENE PIPE

ALUMINIUM LADDER. REFERCABWATER STD DRAWING

PUMP OPERATING LEVELS AND DEFAULTSETTINGS SHALL BE AS PER THESEWAGE PUMPING STATION CODE OFAUSTRALIA (WSA 04)

OUTFLOWMAINTENANCE

HOLE


HOLE

PUMP DISCHARGE

GRAVITY SEWER

GRAVITY SEWER

75

300

Ø100 FLOOR DRAIN WITHWATER SEAL AND FLAP SEAL

S.S. KNIFE GATE VALVE

BWL

BALLVALVE

A

DISTANCES AS SPECIFIED BYFLOWMETER MANUFACTURER

O'FLOW ("G")

B

DISMANTLINGJOINTS

DISMANTLINGJOINTS

6000 HIGH TAPERED STEELVENT POLE. REFER TO DETAIL.

MINIMUM CLEAR SPACEFOR LADDER ACCESS

(REFER FIG 5.1 AS1657)

PRESSURE TEST POINT.REFER WSA 04-2005 "PRESSUREMAIN TAPPINGS"

HANDGRIP 40Ø NB HEAVY CLASS PIPE.ALL HEAVY DUTY GALV. (REFER PLATE DETAIL)

MAGNETIC FLOWMETER(ABB FLOWMETER OR

EQUIVALENTSPECIFICATION)

C

WELL WASHER

D

MINIMUM CLEAR SPACE FORLADDER ACCESS(REFER FIG 5.1 AS1657)

CONCRETE SLAB

HANDGRIP 40Ø NB HEAVY CLASS PIPE.ALL HEAVY DUTY GALV. (REFER PLATE DETAIL)

15/0

8/20

07 1

1:27

:00

AM

, 1:1

.003

03

ORIGINAL ISSUE

REVISIONS INIT DATE

DesignEngineer


NOTTO


350

17535

0

125

Ø27 HOLES FOR Ø24HOLDING DOWN BOLTS

Ø265 POLE BASE

Ø170 HOLE FOR Ø150uPVC VENT PIPE

PIPE SUPPORT BRACKET (TYP. Ø150)

45°0'0"

45°0'0"325

1514

0

155

50

PLAN

50

15

BUTT WELDBOTH SIDES

2xM16 S.S. BOLTS

END

150

75

Ø18 HOLES

45°0'0"

VENT DETAILS

VENT BASE PLATE DETAIL

50

210

75

7550

Ø18 HOLE TO SUITM16 BOLT (150 LONG)

12 THICK PLATE

HANDGRIP ANCHOR PLATE DETAIL

5010

010

050

100

50

12

75

150

SECTIONAL ELEVATION PLAN

BEAM SUPPORT BRACKET DETAIL

ALUMINIUM CLEAT80x180x12 THICK

Ø18 HOLES FORM16 S.S. BOLTS &WASHERS TO SUIT

NO WELD ON BEAM SIDE. BUTT WELD BOTH SIDES.

3xM16 S.S. CHEMSET ORMASONRY ANCHOR BOLTS

2 SLOTTED HOLESIN BEAM ONLY;Ø18x40 LONG

200x80 ALUMINIUMPARALLEL FLANGECHANNEL SECTION

6mm FILLET WELD

ALUMINIUM PLATE12 THICK

R97 R117.5

Ø24 S.S. HOLDING DOWN BOLTWITH S.S. HEX. NUTS AND 2 No.S.S. WASHERS PER BOLT.BOLTS TO BE 765 LONG.PROVIDE 1 LEVELLING NUTPER BOLT UNDER BASE PLATE.BOLTS TO BE THREADED 90mmAND COGGED MIN. OF 150mm

PACK WITH 3:1 CEMENTMORTAR AFTER LEVELLING

MIN. 16 THICK F.M.S. BASE PLATEPAINT UNDERSIDE WITH BITUMEN

TAPERED SECTIONAL STEEL POWERPOLE MIN. 1.42mm THICK 100 ID ATTOP, 265 ID AT BOTTOM; HOT DIPGALVANISED AFTER FABRICATION

Ø90 uPVC 'STORMWATER' VENT PIPE

6000

NO

M. H

EIG

HT

TOP

OF

SW

ITC

HB

OA

RD

2100

uPVC CABLECONDUIT IF

REQUIRED(REFERTABLE)

SWITCHBOARD BOLTED TOBRACKETS ON POLE.

CONDUIT TABLE

TO SUIT PLUG SIZEINDIVIDUALLY SIZED >22 Kw

Ø15022 kW MAX.CONDUIT SIZEMOTOR CAPACITY

MIN. 'ODOUR WARRIOR' VENT POLECAP (or equivalent) REQUIRED

AA 'ODOUR WARRIOR' VENT POLE CAP ADDED B.M. 8/06

TELEMETRY ANTENNA

OPTIONALLIGHTING

BB TELEMETRY AND LIGHT ADDED TO VENT POLE T.C. 2/07

15/0

8/20

07 1

1:37

:21

AM

, 1:1

.003

03

ORIGINAL ISSUE

REVISIONS INIT DATE

DesignEngineer


NOTTO


SCOUR TEE WITHFLANGED BRANCH Ø100 FLANGE-SOCKET

VALVE WITH SPINDLE RISER

DUCTILE IRON THRUSTCONNECTOR

APPROVED Ø100CAMLOCK COUPLINGCONVIENENT TO OPENING

400x400 SUMPCONVENIENT TO OPENING

Short pipes as shown shall be 300mm minimum and600mm maximum length. Care shall be taken toensure any concrete is kept clear of flexible joints.All fittings to be DICL PN35 or otherwise approved.

NOTES:1.

2.

APPROVED GAS RELEASE VALVE.SPECIAL DESIGN REQUIRED FORDUAL ORIFICE VALVE

VENT POLE REFERCABWATER STDDRAWING

400x400 SUMPCONVENIENT TO OPENING

APPROVED INTERNALPROTECTIVE LINING TOMAINTENANCE HOLE

APPROVED CONCRETEMAINTENANCE HOLE C/WGAS TIGHT CAST IRON LID

APPROVED CONCRETEMAINTENANCE HOLE C/WGAS TIGHT CAST IRON LID

SCOUR DETAIL

GAS RELEASEDETAIL

A

15/0

8/20

07 1

1:43

:26

AM

, 1:1

.002

93

ORIGINAL ISSUE

REVISIONS INIT DATE

DesignEngineer


NOTTO

SCALECABOOLTURE SHIRE SUPPORTS FACILITIES AND ACCESS FOR PERSONS WITH A DISABILITY.PLEASE ENSURE PROVISION AND/OR REINSTATEMENT OF FACILITIES. BM

PART SECTIONAL ELEVATION

BENCH TO SUIT

PART SECTIONAL ELEVATION

GRAVITY SEWER

600 MAX

45° BEND

90° BEND

RISINGMAIN

90° ELBOW

FLOW

FLEXIBLE JOINT

150

150

225

150 MIN.

600 MAX. MAX.600

100mm MIN

50 FALL ACROSS M.H.

GRAVITY SEWER

NOTES:Benching not shown for clarity.Sewers downstream of pressure main discharge maintenancehole shall be of non-corrosive pipe for the greater length of 100mor the total length of the runs connecting the two maintenanceholes downstream of the discharge maintenance hole.The discharge maintenance hole and the first and secondmaintenance holes downstream of the discharge maintenancehole, shall incorporate an acid resistant liner of a type approved byCouncil.The benching and underside of the top slab shall be approvedepoxy coated.Vent at discharge maintenance hole required. refer C.S.C.standard drawing.Special approval required for discharge maintenance hole locatedin private property.

PRESSURE MAIN DISCHARGEMAINTENANCE HOLE

PRESSURE MAIN DISCHARGE MAINTENANCE HOLEFOR 'SIMPLEX' SUBMERSIBLE LIFT STATION

1200 MIN. TOUNDERSIDE OF

ROOF SLAB

RETICULATION MAINTENANCE HOLEWITH LID IN ACCORDANCE WITH

STANDARD DRAWING.

INVERT LEVELS 1, 2 AND 3TO BE PROVIDED FOR EACHINDIVIDUAL PROJECT.

1m MIN. 10m MAX.

ANCHOR BLOCK SIZEVARIES WITH PIPE SIZE.

ACID RESISTANTLINER

FLEXIBLECOUPLING

1100 MIN. TOUNDERSIDE OF

ROOF SLAB

FLOW

FLOW

RISINGMAIN

SAME SIZE AS DOWN-STREAM

GRAVITY SEWERSEWAGE LEVEL

1.2.

3.

4.

5.

6.

AA DISCHARGE MAINTENANCE HOLE AMENDED B.M. 8/06

DISCHARGE MAINTENANCE HOLE WITHLID AND VENT IN ACCORDANCE WITH

STANDARD DRAWING.

FLOW

planning scheme policies - policy 4 water std drawings

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