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REPS - Engineering plans · MCU24/0125
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LEGEND
5
EUMUN
PROPERTY BOUNDARY SP305303
EASEMENT BOUNDARY
76.0 FINISHED CONTOUR 3
SP305303 S S S
S IL.5.220
DI-NOO
S S S
S S
S S EXISTING SEWER MAIN S
4
SP298783
S S PROPOSED SEWER MAIN
9.0
10.0
S
PROPOSED RETAINING WALL
11.0
8.0
12.0
A ROA
S
13.0
S
150Ø CONNECTION POINT. IL.5.170.
150Ø P
D
14.0
7.0
CONNECTION POINT POSITIONED 3.0m WIDE SEWER
SEWER NOTES
S
TO AVOID DETENTION TANK EASEMENT
VC-U
S
1. ALL DESIGN OF GRAVITY SEWERAGE NETWORK WORKS SHALL BE IN ACCORDANCE WITH THE GRAVITY
SEWERAGE CODE OF AUSTRALIA, SOUTH EAST QUEENSLAND SERVICE PROVIDERS EDITION VERSION 2.0 (JULY
DRIVEWAY 3
2019), PART 1: PLANNING AND DESIGN AND PART 3: DRAWINGS.
EX1
S
IL.5.090
2. ALL CONSTRUCTION OF GRAVITY SEWERAGE NETWORK WORKS SHALL BE IN ACCORDANCE WITH THE GRAVITY 1
S
SEWERAGE CODE OF AUSTRALIA, SOUTH EAST QUEENSLAND SERVICE PROVIDERS EDITION VERSION 2.0 (JULY
2019), PART 2: CONSTRUCTION AND PART 3: DRAWINGS. 150Ø PVC-U
IL.5.050 S S S
10 S
IL.5.1
6.0
3. ALL PRODUCTS AND MATERIALS USED IN CONSTRUCTION OF GRAVITY SEWERAGE NETWORK WORKS SHALL BE REMOVE EXISTING 150Ø PVC-U S
IL.5.100
IN ACCORDANCE WITH THE SOUTH EAST QUEENSLAND CODE ACCEPTED CIVIL INFRASTRUCTURE PRODUCTS SEWER AFTER INSTALLATION S
AND MATERIAL LIST, AND THE MOST RECENT VERSION OF THE LIST IN EFFECT AT THE DATE OF THE OF NEW SEWER
CONSTRUCTION PRE-START MEETING.
SS
4. CONSTRUCTION WORKS SHALL BE SUPERVISED BY AN ENGINEER WHO HAS RPEQ REGISTRATION. WORKS NOT LOWER EXISTING
DRIVEW
S
COMPLYING WITH THIS REQUIREMENT WILL NOT BE PERMITTED TO CONNECT INTO UNITYWATER'S SEWERAGE
13.0 REMOVE EXISTING MANHOLE LID
NETWORK.
150Ø PVC-U SEWER EX.LID RL.6.472
5. ALL LIVE WORKS ASSOCIATED WITH THE SEWERAGE NETWORK SHALL BE CARRIED OUT AT THE DEVELOPER'S FSL.6.206
SS
COST, EITHER: 7.0
DRIVEW
JOIN TO EXISTING SEWER
S
AY
5.1. BY THE CONSTRUCTOR, FOR ‘MINOR’ SEWERAGE CONNECTION WORKS, DEFINED IN THE A&C MANUAL
UNDER SECTION PRE-START MEETING, UNDER THE INSPECTION OF THE CONSTRUCTION CERTIFIER WHO DRIVEWAY 1 MANHOLE
2
SHALL FOLLOW THE PLANNED NETWORK INTERVENTION PROCESS, OR
SS
108
AY
150Ø P
5.2. BY QUOTATION REQUEST TO UNITYWATER PRIVATE WORKS, FOR SEWERAGE CONNECTION WORKS NOT SP106085
S
MEETING THE CRITERIA FOR CLASSIFICATION AS ‘MINOR’.
4
9.0
12.0
VC-U
10.0
8.0
6. THE CONSTRUCTOR SHALL VERIFY THE LOCATION AND DEPTH OF EXISTING SERVICES WITH RELEVANT ASSET
11.0
14.
SS
OWNERS AND AUTHORITIES BEFORE COMMENCING WORKS.
0
B
IL.5.820
7. PRIOR TO COMMENCEMENT OF ANY VARIATION WORKS, THE CONSTRUCTOR MUST FIRST OBTAIN APPROVAL
FROM THE REGISTERED MAJOR CONNECTIONS CERTIFIER.
S
15.0
----------
REMOVE EXISTING
SS
150Ø PVC-U SEWER
8. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF UNITYWATER.
9. ALL WORK ON EXISTING SEWERS SHALL BE UNDERTAKEN BY UNITYWATER AT THE DEVELOPER'S EXPENSE.
S
10. ALL SEWER PIPES SHALL BE UPVC CLASS SN8, 150mm DIAMETER RUBBER RING JOINTED UNLESS NOTED
S
OTHERWISE.
REMOVE EXISTING 150Ø PVC-U
11. ALL SEWERS SHALL BE LAID IN ACCORDANCE WITH SEQ CODE STANDARD DRAWING SEQ-SEW-1200 SERIES. 13.0 SEWER AFTER INSTALLATION
12. ALL SEWERS TO BE CENTRALLY LOCATED WITHIN EASEMENT UNLESS NOTED OTHERWISE. 14 OF NEW SEWER
.0
S
13. ALL SEWER MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH SEQ CODE STANDARD DRAWING
15.0
SEQ-SEW-1300 SERIES. 3.0m WIDE SEWER
EASEMENT
S
14. A HOUSE CONNECTION JUNCTION SHALL BE CONSTRUCTED TO SERVE EACH LOT. HOUSE CONNECTION
BRANCHES SHALL BE INSTALLED IN ACCORDANCE WITH SEQ CODE STANDARD DRAWING SEQ-SEW-1104-1 AND
.490
LOCATIONS SHALL BE MARKED WITH A CONDUIT OR PEG.
S
IL.10
109
15. MANHOLE LIDS SHALL BE FINISHED FLUSH WHEN LOCATED WITHIN ROAD PAVEMENT OR FOOTPATHS AND 75MM SP106085
S
15.0
ABOVE FINISHED SURFACE LEVEL WHEN LOCATED WITHIN PRIVATE PROPERTY OR OPEN SPACE.
16. ALL INTERNAL DROPS SHALL BE CONSTRUCTED USING GLUED UPVC CLASS SN8 PIPEWORK IN ACCORDANCE
S
WITH SEQ CODE STANDARD DRAWING SEQ-SEW-1303-1.
17. THE CONTRACTOR IS TO CONSIDER CONSTRUCTION LOADING ON ALL SEWER PIPES AND STRUCTURES. 1.75
S
8.0
18. ALL PIPE PENETRATIONS WILL BE NEATLY MORTARED ON THE INSIDE FACE OF MANHOLES AND / OR PITS.
S S
9.0
19. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL TRENCH EXCAVATION AND CONSTRUCTION IS IN S S S
S S
14.0
S S S
ACCORDANCE WITH CURRENT CONSTRUCTION SAFETY ACT AND WORKPLACE HEALTH AND SAFETY S S
10.
LEGISLATION.
0
MH2
20. THE CONTRACTOR IS TO TAKE ALL POSSIBLE MEASURES TO ENSURE PROPER COMPACTION TO BACKFILLING OF 1
1.50
TRENCHES AND STRUCTURES. MH3
S
21. ALL SEWER TESTING IS TO BE UNDERTAKEN IN ACCORDANCE WITH UNITYWATER STANDARDS AND 1 75
3.0m WIDE SEWER
AC
CONSTRUCT SEWER MANHOLE EASEMENT
SPECIFICATIONS. RP71151
150Ø
OVER EXISTING 150Ø SEWER
22. THE CONTRACTOR IS TO PROVIDE A CCTV SURVEY OF ALL NEWLY CONSTRUCTED SEWER ASSETS FOR 107
S
APPROVAL BY THE ENGINEER AND / OR LOCAL AUTHORITY. ALL DEFECTS IDENTIFIED BY THE CCTV SURVEY WILL SP106085
BE REPAIRED TO A SATISFACTORY STANDARD BY THE CONTRACTOR.
23. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DEMONSTRATE HE HAS CAUSED NO DAMAGE TO EXISTING
SEWER INFRASTRUCTURE DURING THE CONSTRUCTION OF THESE WORKS. PAYMENT FOR THESE REPAIRS WILL
BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, UNLESS IT CAN BE DEMONSTRATED THAT THE IDENTIFIED
DAMAGE WAS PRE-EXISTING AND THE RESPONSIBILITY OF OTHER PARTIES.
24. UPON COMPLETION ALL SEWER INFRASTRUCTURE WILL BE CLEAR OF DEBRIS AND OTHER BLOCKAGES.
LIVE SEWER WORKS SCHEDULE
DIA MH/MS COVER DEPTH
No. DESCRIPTION MH No. LOT No. FSL ESL IL
25. ALL SEWER LIDS TO BE TYPE "B" UNLESS NOTED OTHERWISE. REFER SEQ CODE STANDARD DRAWING SEWER TYPE TYPE TO IL
SEQ-SEW-1308-1.
1a CONTRACTOR TO LOWER EXISTING MAINTENANCE HOLE BY 150 EX1/1 6.171 6.472 5.050 1.156
0.301m TO SUIT NEW ROAD LEVEL
2a CONTRACTOR TO CONSTRUCT NEW MAINTENANCE HOLE 3/1 150 EX1/1 6.206 6.472 5.050 1.156
OVER EXISTING SEWER AND BENCH AND RENDER UP TO PIPE
BUT NOT REMOVE CROWN OF PIPE.
2b CONTRACTOR TO LAY LINE 1 TO 3.0m FROM EX1/1
2c CONTRACTOR TO REMOVE EXISTING PROPERTY CONNECTION
AND SEAL MANHOLE
2d CONTRACTOR TO MAKE LIVE CONNECTION AFTER
SUCCESSFUL "ON MAINTENANCE" INSPECTION. 0 4 8 12m
3c CONTRACTOR TO INSTALL PROPERTY CONNECTION 150 6.127 6.711 5.170 0.957
Scale 1:200 @A1
Scale 1:400 @A3
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
M.K.P. D.R.
This drawing is subject to
copyright in accordance with DEVTEX NOMINEES 73-77 EUMUNDI-NOOSA ROAD SEWERAGE RETICULATION AS SHOWN A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's PTY LTD M.K.P. D.R. NOOSAVILLE, QLD 4566 LAYOUT PLAN Drawing Number
client. This drawing shall only
be used for this specific project.
B 30.04.25 REPRESENTATIONS TO CHANGE PRELIMINARY MKP
Approved RPEQ No RP DESCRIPTION LOTS 1, 2 3, 48, 49 AND 50 ON SP298783 24572-C050
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D. REYNOLDS 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
APPROVAL MCU APPROVAL HORIZ DATUM MGA DERIVED 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 23.01.25 ISSUED FOR APPROVAL MKP ROL APPROVAL VERT DATUM RL.13.595 AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336 30.04.25 OPW APPROVAL RL DATUM PSM 53205 MEASUREMENT BAR - INCREMENTS IN mm 18 OF 23 B
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