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Response to RFI Sewer & Water Network Plans · OPW25/0057
Plans and drawings: the text below has words only, no drawings.
Original PDF page 8, section 1. The text section number identifies this passage in the reader.
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO CONTACT THE RELEVANT
STRUCTURE No. EX1/S1 1/S1 HB1/S1 HB2/S1 2/S1 HB3/S1 HB4/S1 3/S1 EX1/S2 1/S2 2/S2 2/S1 HB1/S3 1/S3 E1/S3 AUTHORITIES TO CONFIRM THE LOCATION OF
ALL EXISTING SERVICES PRIOR TO THE
COMMENCEMENT OF EXCAVATION
D
D
D
D
D
D
D
COVER TYPE
SCHEDULE OF LIVE WORKS
HLRB3
HLRB3
HLRB3
HLRB3
MS
HLRB3
MS
P2 1050
P2 1050
P2 1050
TMS
P2 1050
P2 1050
SE
EXISTING P2 1050
ALL WORKS ON EXISTING SEWERS TO BE CARRIED OUT BY THE CONTRACTOR AT THE DEVELOPER'S EXPENSE
STRUCTURE TYPE DIA. MH MH/MS COVER LOT DEPTH TO
ITEM DESCRIPTION F.S.L E.S.L I.L
SEWER NO. TYPE TYPE NO INVERT
CONTRACTOR TO BREAK INTO EXISTING
S373°
MAINTENANCE HOLE EX1/S1 AND CONSTRUCT
JUNCTION LINE
-63°
-18°
-13°
20°
15°
17°
-9°
-7°
S1
1(a) A Ø150mm STUB (TEMPORARILY END CAPPED) 150 EX1/S1 P2 1050 D N/A 103.68 103.84 101.88 1.80
PRIOR TO START OF CONSTRUCTION UNDER
SUPERVISION OF THE MAJOR CERTIFIER
DROP IN MANHOLE 0.080 0.000 0.000 0.030 0.000 0.000 0.050 1.566 0.700 0.000 0.030 CONTRACTOR TO LAY NEW LINE S1 TO WITHIN
5m OF NEW STUB. AFTER CLEANSING,
1(b) 150
TESTING AND INSPECTING, NOTIFY
UNITYWATER.
DROP TYPE V V V V X V V CONTRACTOR TO REMOVE TEMPORARY END
CAPS ON STUB & LINE S1 AND MAKE LIVE
1(c) CONNECTION AFTER SUCCESSFUL "ON 150
MAINTENANCE" INSPECTION. UNDER
SUPERVISION OF THE MAJOR CERTIFIER
IL 107.7
CONTRACTOR TO ADJUST FSL OF SEWER
1(d) MAINTENANCE HOLE UNDER SUPERVISION OF 150
LOT Lot 2 TYPE Z
CH. 6.798 IL 110.574
THE CONSTRUCTION CERTIFIER
LOT Lot 3 TYPE V
SURFACE LEVEL OF PIT TO CONTRACTOR TO BREAK INTO EXISTING
CH. 2.837
BE CONFIRMED FOLLOWING MAINTENANCE HOLE EX1/S2 AND CONSTRUCT
STRIP AND GRUBBING OF PROVIDE STUB 2(a) A Ø150mm STUB (TEMPORARILY END CAPPED) 150 EX1/S2 P2 1050 D N/A 109.525 109.525 107.162 2.355
EXISTING SURFACE FOR FUTURE PRIOR TO START OF CONSTRUCTION UNDER
CONNECTION SUPERVISION OF THE MAJOR CERTIFIER
EXISTING ROCK WALL TO AND CAP END
PROVIDE ONE TRENCHSTOP AT CONTRACTOR TO LAY NEW LINE S2 TO WITHIN
CH. 22.949 IL 102.4
16.7m MAX FROM STRUCTURE. BE RECONSTRUCTED TO 1m OF NEW STUB. AFTER CLEANSING,
2(b) 150
LOT Lot 1 TYPE V
REFER SEQ STD DRG SEW-1206-1 MATCH EXISTING STYLE TESTING AND INSPECTING, NOTIFY
FOR TRENCHSTOP DETAILS FOLLOWING SEWER MAIN UNITYWATER.
PROVIDE BRIDGING SLABS CONSTRUCTION. PROVIDE
UNDER STORMWATER (TYPICAL) CONCRETE BRIDGING SLAB. CONTRACTOR TO REMOVE TEMPORARY END
REFER DETAIL (C641) REFER DETAIL (C640) CAPS ON STUB & LINE S2 AND MAKE LIVE
2(c) CONNECTION AFTER SUCCESSFUL "ON 150
EXISTING STW MAINTENANCE" INSPECTION. UNDER
375DIA CLR 0.614
TO BE REMOVED SUPERVISION OF THE MAJOR CERTIFIER
SW IL.107.475
375DIA CLR 0.464
ADJUST SURFACE LEVEL CONNECT TO
EXISTING SEWER
SW IL.106.206
OF PIT TO SUIT NEW FSL
MAINTENANCE HOLE
CONNECT TO EXISTING
PROVIDE BRIDGING SLABS
SEWER MAINTENANCE HOLE
375DIA CLR 0.484
UNDER STORMWATER (TYPICAL)
PROVIDE BRIDGING NOTE: REFER TO SHEET C640 FOR
SW IL.107.892
450DIA CLR 0.809
REFER DETAIL (C641)
450DIA CLR 0.751
CLR 0.539
SLAB UNDER PROVIDE TRENCHSTOPS AT 10.5m MAX SEWER CONNECTION DETAILS
SW IL.103.435
SW IL.103.131
SW IL.103.032
STORMWATER SPACING REFER SEQ STD DRG
WAT IL.106.906
PROVIDE TRENCHSTOPS AT 10.5m MAX REFER DETAIL (C641) SEW-1206-1 FOR TRENCHSTOP DETAILS
450DIA
SCALE 1:100 (A1) - 1:200 (A3)
SPACING REFER SEQ STD DRG
VERT. SEW-1206-1 FOR TRENCHSTOP DETAILS
150DIA
SCALE 1:1000 (A1) - 1:2000 (A3)
HORIZ.
PIPE SIZE (mm) 150 150 150 150 150 150 150 150 150 150 150 150
PVC_U (SN8) PVC_U (SN8) PVC_U (SN8) PVC_U (SN8) PVC_U (SN8) PVC_U (SN8) PVC_U (SN8) PVC_U (PN12) PVC_U (SN8) PVC_U (SN8) PVC_U (SN8) PVC_U (SN8)
PIPE CLASS
PIPE GRADE (%) 1.00% 9.50% 9.50% 9.50% 6.00% 6.00% 6.00% 4.00% 3.00% 10.00% 10.00% 10.00%
100.00 10.53 10.53 10.53 16.67 16.67 16.67 25.00 33.33 10.00 10.00 10.00
PIPE SLOPE (1 in X)
DATUM RL 92.0 96.0 96.0
1.881 N 7079103.20
2.490 N 7079094.55
2.455 N 7079091.91
2.320 N 7079084.82
2.162 N 7079063.79
2.320 N 7079052.17
2.320 N 7079044.15
N 7079041.54
2.385 N 7078869.31
2.072 N 7078849.57
N 7078846.95
1.492 N 7079063.79
1.406 N 7079061.35
1.805 N 7079040.76
N 7079038.40
1.931 E 491617.87
2.570 E 491596.58
2.455 E 491596.37
2.320 E 491598.10
2.192 E 491607.10
2.320 E 491607.71
2.320 E 491610.07
2.336 E 491611.19
2.443 E 491739.01
3.638 E 491713.52
2.985 E 491707.24
2.192 E 491607.10
1.406 E 491604.60
1.835 E 491556.53
1.674 E 491551.01
MANHOLE CO-ORD
DEPTH OF INVERT
BELOW FSL Shane Rynne
I,............................................. of COVEY ASSOCIATES Pty. Ltd.
101.880
101.930
102.160
102.240
102.491
102.491
103.184
103.184
105.358
105.388
106.086
106.086
106.588
106.588
106.758
107.082
107.140
108.430
109.996
110.200
105.358
106.058
106.403
106.403
111.637
111.667
112.267
INVERT LEVEL (IL) 18-03-2025
ON............................, CERTIFY that:
1. This design drawing has been assessed in accordance with
103.811
104.73
104.946
105.505
107.55
108.406
108.908
109.094
109.525
112.068
113.185
107.55
107.814
113.472
113.941
requirements of the SEQ Code and Unitywater Standards;
FINISHED SURFACE 2. The construction of the works must only be undertaken in
LEVEL (FSL) accordance with this drawing; and
3. No design Amendments are permitted either before or
0
22.981
25.627
32.924
55.802
67.439
75.799
78.637
0
32.245
39.043
0
3.499
55.791
61.791
during construction without the approval of Unitywater.
RUNNING 22.981 2.646 7.297 22.878 11.637 8.360 2.837 32.245 6.798 3.499 52.291 6.000 4. During construction, where required, Variation Notifications
CHAINAGE must be submitted in accordance with the A&C Manual. Check all dimensions before commencement of work.
Check Site boundary dimensions from the Title plans
Check Building Boundary clearances by set out.
SEWER LINE NO. S1 S2 S3 ACR/MAJ
2020-112 Notwithstanding the information supplied on this drawing,
SIGNED: ......................................................... the location, depth and extent of underground or overhead
services are to be confirmed and protected on site by the
contractor prior to commencement of works.
Approved
Checked - CT Drawing title - Project - PROPOSED 1 INTO 3 Site - Project No. 233467 Sheet No. C620
E 16/05/2025 ELECTRICAL COORDINATION SK
Design - SK Drawn - SK D 24/03/2025 UPDATED PROJECT NAME SK SEWER LONGITUDINAL SECTIONS DEVELOPMENT 62 LAKE MACDONALD DRIVE, Digital Ref :
C620 SEWER LONGITUDINAL
SECTIONS Issue : E
C 14/03/2025 UPDATED LOT LAYOUT SK
Scales - AS SHOWN B 20/09/2024 ISSUE FOR APPROVAL SK COVEY ASSOCIATES PTY LTD 124 DUPORTH AVENUE Client -
NOOSA COUNCIL COOROY This Document is copyright and shall not be copied
A 10/01/24 ISSUE FOR CLIENT REVIEW SK
ABN 59 137 305 992 PO BOX 16 without written approval, nor shall it be used except
Document Stage - APPROVAL (07) 5443 7777 MAROOCHYDORE QLD 4558 for the Development and the Site Specified.
Issue Date Description By [email protected]
c:\12dS\data\12DSERVER\233467_2957\DWG Covey\OPW\Uncontrolled\C620 SEWER LONGITUDINAL SECTIONS.dwg Plot 1 July 2025 - 11:02 AM
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