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Rfi - P0352-25-003-02-GYMPIE-ST-TEWANTIN
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STRUC/ BEND/ END NAME 1/1 2/1 3/1 EX1/2 1/2 EX2/2
STRUCTURE TYPE
MH
MH
MS
MS
MS
MS
STRUCTURE LID TYPE
D
D
D
B
B
B
STRUCTURE DROP TYPE
Y
A
A
A
A
A
JUNCTION LINE
1.241
1.678
1.791
1.804
1.453
1.246
DEPTH TO HC
1.25
1.505
1.930
2.136
2.461
2.667
2.676
1.660
HC INVERT LEVEL
HC TYPE
B
A
A
A
A
A
B
Lot 6
Lot 5
Lot 4
Lot 1
Lot 2
Lot 3
Lot 7
HC LOT No
44.444
16.407
32.608
29.13
CH. FROM D/S STRUC/ BEND
0
0
0
SWD 450mm IL 1.496
EXISTING SURFACE
NOTES
MAINTENANCE SHAFT DROP TYPES
TO BE RAISED
MSA = 20mm DROP THROUGH BULB
TO BE RAISED
MSB = DROP WITHIN RISER
0.39m
PE LINING
0.57m
ALL MAINTENANCE HOLES ≥ 1500mm AND DEEPER THAN
4.0m ARE TO BE PE LINED.
EMBEDMENT
PIPE EMBEDMENT AND TRENCHFILL TO BE IN
ACCORDANCE WITH SEQ-SEW-1200-2, 1201-1 TO 1201-5.
TYPE 4 SUPPORT IS PROPOSED UNTIL GEOTECHNICAL
INVESTIGATIONS PROVIDE RECOMMENDATIONS ON
SUPPORT TYPE.
HC's:
CONNECTIONS FOR LOTS 4-7 DEEPER THAN THE
STANDARD 1.5m DEPTH, DESIGN TO CONSIDER
WORST-CASE CONDITIONS
EXISTING MS TO BE RAISED
EXISTING MS TO BE RAISED TO NEW SURFACE LEVEL.
TO NEW SURFACE LEVEL. NEW TYPE D TRAFFICABLE LID
NEW TYPE D TRAFFICABLE LID
LIVE CONNECTION TO EXISTING
SEWER MAIN DEPTH TO BE CONFIRMED
PRIOR TO CONSTRUCTION
DATUM R.L. -6.0 -7.0
ALLOTMENT ALLOTMENT
LAND USE
Ø150PVC SN10 Ø150PVC
DIAMETER
1 in 75.08 1 in 100.00 1 in 146
GRADE
TYPE 4
EMBEDMENT TYPE
DEPTH TO INVERT
3.695
1.353
2.085
2.065
1.400
4.185
4.185
4.111
4.091
3.741
3.721
JUNCTION INVERT LEVEL
SEWER INVERT LEVEL
-0.950
-1.500
-1.500
-1.206
-1.186
-0.930
-0.910
1.392
2.180
2.200
2.526
DESIGN SURFACE LEVEL
2.745
4.265
3.926
2.685
2.905
2.811
7081837.591
7081779.091
7081774.188
7081827.631
7081833.925
7081839.273
502803.972
502795.030
502827.268
502890.910
502848.371
502812.222
SETOUT I, A. Khuzaini Sani on XX-XX-2025, certify that:
1. This design drawing has been assessed in accordance with
the requirements of the SEQ Code and Unitywater Standards;
2. The construction of the works must only be undertaken in
59.179
91.787
43.002
79.545
RUNNING CHAINAGE 59.179 32.608 43.002 36.543 accordance with this drawing; and
0.000
0.000
3. No design amendments are permitted either before or during
construction without the approval of Unitywater
LINE 1 EX2 Signed ACR/MAJ 2025-144
NOT FOR CONSTRUCTION
---- ---- ---- ---- ---- North Point Approved Project Address Title
---- ---- ---- ---- ----
E. WHITMORE
12 GYMPIE STREET, TEWANTIN SEWER RETICULATION LONGITUDINAL SECTIONS
---- ---- ---- ---- ---- 31423 ----
---- ---- ---- ---- ---- For and on behalf of RECOR Pty Ltd.
Scale 10 0 10 20 30 40 50 ENGINEERING & PROJECT SERVICES Client Details Project Name Sheet Size
---- ---- ---- ---- ----
SCALE (metres) SUNSHINE COAST | BRISBANE
17.02.26
ISSUED FOR OPW APPROVAL
ISSUED FOR OPW APPROVAL CS EW 1 : 1000 (FULL SIZE) www.recor.au | ABN 89 647 469 707 NOVATO GROUP 7 LOT RESIDENTIAL SUBDIVISION A1
1 0 1 2 3 4 5
A ---- ---- IJ AY SCALE (metres) COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's Project Number Drawing Number Revision
1 : 100 (FULL SIZE) client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK 'Issued For Construction' in the revision description. P0198-25-001 - 01 C410 A
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