Engineering Code Assessment Report

 

PROPERTY CONNECTION

 

 

 

= = |
= = Z|
= = S
2 = a
& = S|
MAINTENANCE HOLE / SHAFT No. - a =
MH / MS COVER TYPE @) |
MH / MS TYPE P2 |
BRANCH DROP TYPE A |

 

 

PROPERTY CONNECTION TYPE

 

 

EXISTING SEWER PIPE

DATUM 69.00

SW

    
 

 

 

 

PROP. DESCRIPTION

FP.

ROAD

 

 

PIPE NOMINAL DIAMETER (DN) TYPE, CLASS

DN 150 PVC SN8

DN 150 PVC SN8

 

 

GRADE (1 IN X)

20

87

 

 

LENGTH

61690

21774

 

 

DEPTH OF INVERT BELOW F.S.L.

1.320
1.250

2.90
2.70

 

INVERT LEVEL (IL)

69.43
69.50

72.25
72.50

 

FINISHED SURFACE LEVEL (FSL)

70.75

75.15
75.20

 

EXISTING SURFACE LEVEL (ESL)

70.75

 

 

CHAINAGE

 

 

0.00

 

 

61.690 | 75.15
83.465 75.20

 

LONGITUDINAL SECTION

SCALE: 1:250 — HORIZONTAL

G
1.

GENERAL NOTES :

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.

10. 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.

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. 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.

. 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)

o>

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.

 

 

 

 

 

 

 

 

 

 

 

 

 

4:25 VERTICAL
SCALE AS SHOWN JOB DESCRIPTION DRAWING TITLE
APPROVED HN NEIL McKENZIE & ASSOCIATES PTY. LTD. mam a NOOSA YOUNGCARE SEWERAGE LONGITUDINAL SECTION
CONSULTING ENGINEERS CHECKED NN 32 VIEWLAND DRIVE
MIE. AUST, R.P.E.Q. 2097, N.P.ER. 3 Othe TONE, ono —— ~ car NOOSA HEADS SING
| ao Se aw Ne oe eee i ORR Oo PHONE: (07) 3862 1888 oa aah DELUCA DEVELOPMENT & CONSTRUCTION J sunaes Q20-004-C04 NUMBER