Engineering Drawings Part 3

 

 

WATER RETICULATION NOTES
1.

NOTE:

NOTWITHSTANDING THAT EXISTING SERVICES MAY OR MAY NOT BE SHOWN ON THE JOB DRAWINGS, RU ANDAROS TIN ORUER OF PRIORITY Gn ACCORDANCE WITH FOLLOWING CURRENT SPECIFICATIONS AND
NO RESPONSIBILITY IS TAKEN BY THE SUPERINTENDENT OR THE PRINCIPLE FOR THIS INFORMATION > SOUTH EAST QUEENSLAND WATER SUPPLY CODE (SCQ-SP’s)

WHICH HAS BEEN SUPPLIED BY OTHERS. THE DETAILS ARE PROVIDED FOR INFORMATION ONLY. - WATER SUPPLY CODE OF AUSTRALIA WSA03-2011 V3.1.

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

STANDARDS.

ADOPT LIP OF KERB AS PERMANENT LEVEL.

COVER ON MAINS FROM PERMANENT LEVEL TO BE AS SHOWN IN STANDARD DRAWING SEQ-WAT-1200-2.

CONDUITS TO BE INSTALLED IN ACCORDANCE WITH THE STANDARD DRAWINGS IN SEW-SP’s.

A WATER METER SUPPLIED AT DEVELOPER'S COST, IS TO BE INSTALLED AT THE SERVICE POINT OF EACH

LOT IN ACCORDANCE WITH THE STANDARD DRAWINGS IN SEW-SP’s.

ALL MATERIAL USED IN THE WORKS SHALL COMPLY WITH THE SEQ-SP’s.

ALL CONCRETE FOOTPATHS TO BE CLEAR OF WATER MAINS, WHERE POSSIBLE.

9. TEST/CHLORINATION POINTS TO BE INSTALLED IN ACCORDANCE WITH THE STANDARD DRAWING
SEQ-WAT-1410-1.

10. THE CONSTRUCTION OF THE WATER SUPPLY RETICULATION WORK SHOWN ON THIS DRAWING MUST HAVE
CONTRACT ADMINISTRATION UNDERTAKEN BY AN ENGINEER WHO HAS RPEQ REGISTRATION. WORK NOT
COMPLYING WITH THIS REQUIREMENT WILL NOT BE PERMITTED TO CONNECT TO THE RETICULATION SYSTEM.

ENVIRONMENTAL MANAGEMENT APPROVAL NOTES

THE CONTRACTOR SHALL ASCERTAIN THE POSITION OF ANY UNDERGROUND SERVICES IN THIS AREA
AND SHALL BE RESPONSIBLE FOR MAKING GOOD ANY DAMAGE THERETO.

 

 

 

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|
| VEGETATION PROTECTION
| A. TREES LOCATED ALONG FOOTPATH SHOULD BE, WHERE POSSIBLE, TRANSPLANTED PRIOR TO
71 70 | CONSTRUCTION, OR REPLACED IF DESTROYED.
NOTE: s B. WHEN WORKING WITHIN 4m OF TREES, RUBBER OR HARDWOOD GIRDLES SHOULD BE CONSTRUCTED WITH
LOTS 73, 74, 75 & 119 SERVICED | 1.8m BATTENS CLOSELY SPACED AND ARRANGED VERTICALLY FROM GROUND LEVEL. GIRDLES MUST BE
AS PART OF STAGE B WORKS UNITYWATER LIVE CONNECTION 7 STRAPPED TO TREES PRIOR TO CONSTRUCTION AND REMAIN TO COMPLETION.
N - 1. INSTALL 150 x 150 TEE ON EXISTING MAIN G WHERE POSSIBLE, TREE ROOTS SHOULD BE TUNNELLED UNDER, RATHER THAN SEVERED. IF ROOTS ARE
SEVERED, THE DAMAGED AREA SHOULD BE TREATED WITH A SUITABLE FUNGICIDE, CONTACT COUNCIL
| 2 INSTALL 1508 SLUICE VALVE So ea —s« ARBORIST FOR FURTHER ADVICE.
4 73 iy D. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY AN APPROVED ARBORIST.
4 A SOIL
Z A TOPSOIL AND SUBSOIL SHOULD BE STOCKPILED SEPARATELY.
B. CARE SHOULD BE TAKEN TO PREVENT SEDIMENT FROM ENTERING THE STORMWATER SYSTEM. THIS MAY.
Z INVOLVE PLACING APPROPRIATE SEDIMENT CONTROLS AROUND STOCKPILES.
x 74 CREEK CROSSINGS
Vi EXISTING A. SILTATION CONTROL MEASURES SHOULD BE PLACED DOWNSTREAM OF ANY EXCAVATION WORKS.
B. APPROPRIATE SEDIMENT CONTROLS SHOULD BE USED TO PREVENT SEDIMENT FROM ENTERING THE CREEK.
ry CG NO SOIL SHOULD BE STOCKPILED WITHIN 5m OF THE CREEK.
UNITYWATER LIVE CONNECTION 6 7 A STAGE B REHABILITATION
1 INSTALL 150 x 150 TEE ON EXISTING MAIN 75 Ay s 118 117 A. PREDISTURBANCE SOIL PROFILES AND COMPACTION LEVELS ARE TO BE REINSTATED.
. Os
2. INSTALL 1506 SLUICE VALVE . iS B. PREDISTURBANCE VEGETATION PATTERNS SHOULD BE RESTORED.
ALL CONSTRUCTION WORK UNDERTAKEN] [ALL ENVIRONMENTAL PROTECTION
@ BY THE CONTRACTOR SHALL COMPLY MEASURES SHALL BE IMPLEMENTED
a WITH ALL APPLICABLE WORKPLACE PRIOR TO ANY CONSTRUCTION WORK,
ae HEALTH AND SAFETY LEGISLATION. INCLUDING CLEARING COMMENCING.
UNITYWATER LIVE CONNECTION 6
1. REMOVE EXISTING 150@ END CAP
2. INSTALL APPROVED 150% CONNECTOR
2
2
ale (150 CONNECTOR (FL-SC) VERGE DESIGN SURFACE —- [email protected]* BEND (FL-FLI
as 1500 x22.5° BEND (FL-FL) (-150@ CONNECTOR (FL-SC)
SWD COVER 1.29m tw
REFER DEFLECTION |
SWD R.C.P.
ee SIZE VARIES
1 x 1
3.28m. = ©. we
teen x = S
1500 uPVC , 1500 uPVC
UNITYWATER LIVE CONNECTION 5 Ce One ‘PNt6)
1. INSTALL 150 x 100 TEE ON EXISTING MAIN
2. INSTALL 100% SLUICE VALVE > 4
y mim
=
b 150 x22.5* BEND (FL-FL) 150Q x22.5° BEND (FL-FL)
2
Pa / 150@ x500mm SHORT PIPE (FL-FL)
&
wy 5.00m
=> 150 DICL CLASS FLANGE
s
ly # 500mm CLEARANCE / SEPARATION BETWEEN WATER AND STORMWATER/SEWER SERVICES
Gy REFER DEFLECTION DETAIL ER L S J 4 WATER DEFLECTION DETAIL
<x a i upvc * OSE: d = ° SCALE: 1:25(A1)
& A SWD COVER 1.17m
SR COVER 2.04m—~ * REFER DEFLECTION | FLANGE NOTE:
STAGE C2 ALL BURIED FLANGE FITTINGS TO BE PROTECTED WITH
131 | DENSO TAPE AND MASTIC (OR APPROVED EQUIVALENT) IN
@® ACCORDANCE WITH MANUFACTURERS SPECIFICATION.
132 9 COVER NOTE:
600mm MIN. COVER FOR WATER MAINS 1506
| SWD COVER 0.80m
> , | REFER DEFLECTION |
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AMENDMENT DETAILS DESIGN CHECK SURVEYOR: RPS a
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