Approved Plan · OPW11/0064

 

 

 

 

 

 

 

 

 

 

a 8
MANHOLE/END NAME z z
MANHOLE TYPE
JUNCTION LINE
DEPTH TO HC
HOUSE CONNECTION
INVERT LEVEL
HC TYPE
HC LOT No
CH. FROM D/S MH

 

SEWER RETICULATION NOTES
PIPELINES

te

ALL SEWERS ARE TO BE 150@ uPVC CLASS "SN 8"-AS1260-RUBBER RING
JOINTED UNLESS NOTED OTHERWISE. FOR SEWERS DEEPER THAN 3m, uPVC
CLASS 12 SERIES 1 PRESSURE PIPE TO AS1477 SHALL BE USED. INSIDE

   
  
       

EDGE OF CLASS 12SERIES 1 PIPEISTOBECHAMFEREDTOPROVIDEA = S\N . 2
SMOOTH TRANSITION OF FLOWS WHEN USED IN CONJUNCTION WITH OTHER a a a - zx \ < /
CLASSES OF PIPES AND FITTINGS, WHEN uPVC CLASS 18 IS SPECIFIED, IT wt PROPOSED BUILDING LINES % ,

 

SHALL EXTEND MANHOLE TO MANHOLE.
ALIGNMENT UNLESS NOTED OTHERWISE SHALL BE

4.5m INSIDE FRONT AND REAR [email protected] OFF BOUNDARIES WHEN LAID IN ROAD RESERVE

© 1.0m INSIDE SIDE BOUNDARIES
BEDDING FOR PIPELINES SHALL BE WASHED 5MM-10MM SCREENINGS OR
MARY RIVER SAND WITH A MINIMUM OF 75MM BELOW AND ABOVE PIPES. IN
COASTAL SAND TERRAIN, EXCAVATED MATERIAL MAY BE USED FOR BEDDING
SUBJECT TO THE APPROVAL OF THELOCAL AUTHORITY, ALL BEDDING OF
SEWER SHALL BE IN ACCORDANCE WITH WSAA STANDARD DRAWINGS
SEW-1200 SERIES.
MINIMUM COVER FOR SEWER PIPES SHALL BE 0.75m FOR PRIVATE
PROPERTY, PARK RESERVE AND OPEN SPACE, 0.9m FOR FOOTPATHS (ROAD
RESERVE)AND SEALED ROADWAYS, AND 1.2m FOR ARTERIAL ROADWAYS
AND UNSEALED ROADS,
ALL STORMWATER CROSSINGS TO BE CLASS12, PIPES 300@ AND OVER TO BE

EXISTING GRAVITY SEWER TO BE TAKEN UP AND REPLACED WITH 2 .

2251nn DICL CLASS K12 ENVELOPER PIPE WITH 150mm UPVC SN8 GRAVITY SEWER *
Sy seo

A)

*%

x Fo xe

 

    
 

 

 

 

 

IN 3m LENGTHS. (MAX) PIPES 1502 AND OVER TO BE IN 6m LENGTHS (MAX)
6. MINIMUM GRADE TO 150@ PIPE 1:145, 225@ PIPE 1:280 AND 300 PIPE 1:380.
7. ALL SEWERS TO BE CONTAINED WITHIN REGISTERED EASEMENTS AS
REQUIRED BY THE LOCAL AUTHORITY.

  

 

21595
NEW 600 DIA POO PIT TO BE
INSTALLEO OVER EXISTING LINE
FOR CONNECTION OF NEW LINE.

NEW 600 DIA POO PIT TO BE INSTALLED —

OVER EXISTING LINE FOR

OF NEW LINE.

23

CONNECTION

 

 

 

EXISTING PIPE TO BE REPLACED

 

AND PROVIDED WITH 225mm DIA DICL

ENVELOPER PIPE

 

 

DATUM RL-10.0

 

STREET ETC
DIAMETER
GRADE

PRIV PROPERTY
of SOND

4: 244.3

 

 

JUNCTION INVERT LEVEL

-0.460

 

DEPTH TO INVERT

1862
1882

 

2095
2135

 

INVERT LEVEL
OF SEWER

-9.262
= 0.302

=0.460
-0500

 

DESIGN SURFACE
LEVEL

1580

1635

 

RUNNING CHAINAGE

 

 

9.000

38.600.

 

 

38.600

 

LINE

 

PROVIDE CONCRETE ANCHOR BLOCKS TO SEWER LINES STEEPER THAN 1:6
GRADIENT. ANCHOR BLOCKS TO BE SPACED AS DETAILED ON WSAA
STANDARD DWGS SEW-1200 SERIES (50~ = = Seite
PROVIDE THE FOLLOWING MINIMUM HORIZONTAL SEPARATION FROM SEWER Rese egece z * “os
RETICULATION: 2 Yo ; Fo ne a
STORMWATER PIPES - 1.0m te 3” 3 :
WATER SUPPLY - 1.0m Fo 3 Neo
“ CANAL

 

 

 

HOUSE CONNECTION BRANCHES

10.

WORK ON EXISTING SEWERS.

14,

MANHOLES

15.

DETERMINATION OF INVERT LEVEL OF HOUSE CONNECTION BRANCHES:
THE FOLLOWING CRITERIA ARE TO BE TAKEN INTO ACCOUNT WHEN SETTING.

THE INVERT LEVEL OF A HCB.

a) DEPTH TO INSPECTION OPENING SHALL BE BETWEEN 0.6m AND 1.5m,

b) INSPECTION OPENING SHALL CONTROL THE ALLOTMENT AT A GRADE OF 1

IN 60 WITH 300mm COVER AT HEAD OF ORAIN

c) DEPTHS IN EXCESS OF 1.5m ARE NOT ACCEPTABLE.

d) ARE TO EXTEND A MINIMUM OF 1.0 METRES INTO PROPERTY;

e) ARE TO BE 100MM DIAMETER UNLESS NOTED OTHERWISE; ees

DETAIL PLAN

SCALE 1:100 (A)
4:20 (A3)

NATURAL SURFACE

SHALL BE ‘SUGDON' FIBREGLASS REINFORCED OROP JUNCTIONS.

SEWER HOUSE CONNECTIONS ON SEWERS IN EXCESS OF 3.0M DEEP SHALL
ONLY BE PERMITTED AS A CONNECTION DIRECTLY INTO A MANHOLE AND
MUST HAVE AN INTERNAL BACKDROP. SEPARATE STUBS INTO MANHOLE ARE
REQUIRED FOR EACH PROPERTY.

ALL HOUSE CONNECTION BRANCHES ARE TO BE TYPE A, B, COR MH STUB
AND CONSTRUCTED IN ACCORDANCE WITH MSC STD DWG's MWD125 & 130. A
MANHOLE STUB SHALL SERVE ONE PROPERTY ONLY. HOUSE CONNECTIONS
TO BE MARKED WITH 2m LONG x 50mm@ ORANGE uPVC CONDUIT.

-~ ENVELOPER PIPE TO BE PROVIDED
WITH SEALANT AT EACH END TO
PREVENT SEDIMENT BUILDUP IN
PIPE

~ 225mm DIA CLASS Ki2
DICL ENVELOPER PIPE.

r
HOUSE CONNECTION JUMP-UPS ON SEWERS GREATER THAN 3.0M DEEP |
1
'

  
 

__- 150mm DIA SNB
~~ GRAVITY SEWER.

 

ALL WORK ON EXISTING SEWERS IS TO BE PERFORMED BY COUNCIL OR ITS
APPROVED CONTRACTOR AT THE DEVELOPER's EXPENSE.

SUNSHINE COAST REGIONAL COUNCIL
APPROVED
OPW 110064 2 4 SEP 2010

CONSTRUCTED IN ACCORDANCE WITH WSAA STANDARD DRAWINGS
SEW-1300 SERIES, ALL MANHOLES TO BE SEALED WITH 6.5mm THICK GREASY.
HEMP ON COMPLETION OF THE MAINTENANCE INSPECTION. LIDS TO BE
SLOPED TO SUIT THE DESIGN FINISH LEVEL AND BE 75mm-100mm PROUD OF
SURFACE.

ACCESS COVERS TO BE 600 CLEAR OPENING "HAVESTOCK® DUCTILE LIGHT
LIFT OR APPROVED EQUIVALENT.

MANHOLES SHALL BE PRECAST UNLESS OTHERWISE NOTED AND |

TYPICAL SECTION A.A
NTS

 

 

¢ 0 40 60 80 100m SCALE 4:1000 (Horiz.) At

SS

0 2 4 6 8 40m — SCALE 1:100 (Vert) At

 

NOTE: ONLY DRAWINGS MARKED *FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES.

peso TATE PROFESSIONAL ENGINEERS PTY LTD BEEBE

 

sum

POO PIT ADDED TO UNE FOR CONNECTION OF NEW LIME

 

 

EV

 

 

DATE DESCRIPTION

 

g

 

 

FOR APPROVAL

 

SEWER RETICULATION LONGITUDINAL SECTIONS

PROJECT:
Drawn: JAB ABN, 26 086 262 035

39-45 First Avenue, Mooloolaba PROPOSED SEWER

 

E Revs Shoat
DRAWING Ne: 5684/1 1/S01 | A oft

 

£0 Box 1092, Mooloolaba, QLD. «597 | at 13-15 WESLEY COURT, NOOSA HEADS

 

Date: Fea nth
|
Checked: Se
Datum AND
At SHEET SIZE

© This plan ts Copyrighl. Other than for the purposes of and subject to the conditions prescribed under the
Copyright Act, no part of tL may ja any form ot by any means (electronic, meckanteal, micro copying, photo
copying. woprding or othereise) be reproduced. sored in 3 relrieval system or transmilted wilhoul the prior
villlengpapmission of Tale Professional Engineers. Al intelleciual properly seromins within Tale Professional
Engineers. All enquiries should be directed lo Tale Prefessional Engineers

 

Emall: engineers@tate,net.au for J.DYER

PROFESSIONAL ENGINEERS web: http/mwwtatenetau

FILENAME CE684S01 dng DATE. 1801.11 3axm- YREPS

 

 

 

 

 

 

Council Ret: