C04-SEWERAGE-LONGITUDINAL-SECTION-Rev.1

 

MAINTENANCE HOLE / SHAFT No.

D

EXISTING SEWER M/H

cb

NEW SEWER M/H

PROPERTY BOUNDARY

cD

 

MH / MS COVER TYPE

 

(a)
Ne

 

MH / MS TYPE

 

uv
BRO

 

BRANCH DROP TYPE

 

>

 

 

PROPERTY CONNECTION TYPE

 

 

 

EXISTING SEWER PIPE

DATUM 69.00

 

RW

   
 

 

PROPERTY CONNECTION

 

GZ

 

PROP. DESCRIPTION

FP

ROAD

 

 

PIPE NOMINAL DIAMETER (DN) TYPE, CLASS

DN 150 PVC SN8

DN 150 PVC SN8

 

 

GRADE (1 IN xX)

20

87

 

 

LENGTH

61690

21774

 

 

DEPTH OF INVERT BELOW F.S.L.

1.320
1.250

2.90

 

INVERT LEVEL (IL)

69.43
69.50

72.25

 

FINISHED SURFACE LEVEL (FSL)

70.75

75.15

 

EXISTING SURFACE LEVEL (ESL)

70.75

 

 

CHAINAGE

 

0.00

 

61.690 | 75.15

 

 

 

LONGITUDINAL SECTION

SCALE: 1:250 HORIZONTAL
1:125 VERTICAL

UW_AND CONTRACTOR LIVE SEWER WORKS

1. EXCAVATION WORKS CARRIED OUT BY CONTRACTORS AT A DEPTH OF 1.5m OR GREATER MUST PROVIVE A’ SAFE WORK PLAN ’
AS PER WORKPLACE HEALTH AND SAFETY LEGISLATION TO COUNCIL COMMENCING ANY WORK

2. IT IS THE DEVELOPERS RESPONSIBILITY TO ENSURE ALL LIVE SEWER WORKS ARE COMPLETED BEFORE ALLOWING PRIVATE DRAINAGE
TO BE CONNECTED

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

72.50

75.20

83.465 75.20

GENERAL NOTES :

1.

10.

11.

12.

13.
14,

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

. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH

THE RELEVANT AUSTRALIAN STANDARDS.

. 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.

. ALL WORK ASSOCIATED WITH LIVE SEWERS OR MAINTENANCE HOLES SHALL BE

CARRIED OUT BY THE SEQ SERVICE PROVIDER AT THE DEVELOPER'S COST.

. ALL PIPES AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE

"ACCEPTED PRODUCTS AND MATERIALS” LIST.

. 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.

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

THE DRAWINGS.

. PROPERTY CONNECTION BRANCHES SHALL EXTEND INTO THE PROPERTY A MINIMUM

OF 300mm AND A MAXIMUM OF 750mm. UNITYWATER REQUIRES MINIMUM EXTENSION
OF 500mm INTO PROPERTY.

. WHERE PIPES ARE LAID IN FILL, THE FILLING SHALL BE CARRIED OUT IN LAYERS

NOT EXCEEDING 300mm (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.

WHERE SEWERS HAVE A GRADE OF 1 IN 20 OR STEEPER, BULKHEADS SHALL BE
CONSTRUCTED IN ACCORDANCE WITH THE SEQ SEWER CODE.

THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF EXISTING
SERVICES WITH RELEVANT AUTHORITIES BEFORE COMMENCING WORKS.

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

BENCH MARK AND LEVELS TO AHD.

EXISTING ALLOTMENTS REQUIRING A PROPERTY CONNECTION

FROM EXISTING SEWERS SHALL BE PROVIDED BY THE SEQ
SERVICE PROVIDER AT THE DEVELOPERS COST.

ENVIRONMENTAL CONDITIONS :

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.

VEGETATION PROTECTION :

A. TREES LOCATED ALONG THE FOOTPATH SHALL BE, TRANSPLANTED PRIOR 10
CONSTRUCTION, OR REPLACED IF DESTROYED.

B. WHEN WORKING WITHIN 4m OF TREES, RUBBER OR HARDWOOD GIRDLES SHALL
BE CONSTRUCTED WITH 1.8m 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.

SOIL:

. TOPSOIL AND SUBSOIL SHALL BE STOCKPILED SEPARATELY.

A

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)

CREEK CROSSINGS :
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 Sm OF THE CREEK.

REHABILITATION:
A. PREDISTURBANCE SOIL PROFILES AND COMPACTION LEVELS SHALL BE
REINSTATED.

B. PREDISTURBANCE VEGETATION PATTERNS SHALL BE RESTORED.

SAFELY :

A. THE DESIGN AND CONSTRUCTION OF THE WORKS SHALL COMPLY WITH ALL
QUEENSLAND LEGISLATION

 

 

ALL ENVIRONMENT PROTECTION MEASURES SHOULD BE IMPLEMENTED
PRIOR TO ANY CONSTRUCTION WORK, INCLUDING CLEARING, COMMENCING.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

No. DESCRIPTION DIA. SEWER] MH/MS]MH/MS|CoveR] Lor | FSL | ESL | Ut. | DEPTH
No. } TYPE | TYPE | No. TO. INVERT
1 (A) | UNITYWATER TO BREAK INTO EXISITING MAINTENANCE HOLE 1/1 150 it P2 70.75 | 70.75 | 69.50 | 1.250
AND CONSTRUCT 150mm STUB (TEMPORARILY END CAPPED)
PRIOR TO START OF CONSTRUCTION
1 (B) | CONTRACTOR TO LAY NEW LINE 1 AND INSTALL PROPERTY 150 afi | P2 75.15 | 7515 | 72.25 | 2.90
CONNECTION E/' 150 75.20 | 75.20 | 7250 | 270
1 (C) | UNITYWATER TO REMOVE TEMPORARY END CAPS ON STUB
AND MAKE LIVE CONNECTION AFTER SUCCESSFUL "ON MAINTENANCE”
INSPECTION.
APPROVED SCALE AS SHOWN | JOB DESCRIPTION DRAWING TITLE
_—_— NEIL McKENZIE & ASSOCIATES PTY. LTD. DRAWN 1 NOOSA YOUNGCARE SEWERAGE LONGITUDINAL SECTION
CONS ULTI ENGINEERS CHECKED NN 32 VIEWLAND DRIVE
40921 | a VIEWS, REE 2087, NPER 3 14/699a SANDGATE ROAD DESIGNED NM NOOSA HEADS
A o8oa.2t | ———— CLAYFIELD, QLD 4011 APPROVED 1 CLIENT 6
— THIS DRAWING REMAINS THE PROPERTY OF PHONE: (07) 3862 1886 DRAWIN' REVISION
No. REVISION DATE DWN | NEIL McKENZIE & ASSOCIATES (C) Copyright FAX: oy 3862 1397 DATE OCT. 20 DELUCA DEVELOPMENT & CONSTRUCTION NUMBER Q20-004-C04 NUMBER |