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Rfi - P0352-25-003-02-GYMPIE-ST-TEWANTIN
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STRUCTURE
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NAME
STRUCTURE
STD TYPE A INLET - KERB IN LINE
DESCRIPTION
STD FIELD INLET (ON GRADE)
STD FIELD INLET (ON GRADE)
STD FIELD INLET (ON GRADE)
TYPE 2 - 900mm X 900mm
TYPE 2 - 600mm X 900mm
TYPE 2 - 900mm X 900mm
TYPE 2 - 900mm X 900mm
TYPE 2 - 900mm X 900mm
TYPE 2 - 600mm X 900mm
TYPE 2 - 900mm X 900mm
TYPE 2 - 900mm X 900mm
TYPE 2 - 900mm X 900mm
TYPE 2 - 900mm X 900mm
TYPE 2 - 600mm X 900mm
TO REPLACE EXISTING
EXISTING OUTFALL
2.4m LINTEL (SAG)
STD FIELD INLET
STD FIELD INLET
STD FIELD INLET
STD FIELD INLET
STD FIELD INLET
STD FIELD INLET
STD FIELD INLET
STD FIELD INLET
Q2 HGL
NOTES LOCAL GRADING MAY BE REQUIED
1. REFER PROJECT DRAWING C200 FOR
STORMWATER DRAINAGE LAYOUT.
TO TIE INTO BOUNDARY AND DESIGN SURFACE
2. REFER PROJECT DRAWING C300 FOR ENSURE COVER TO PIPES
DRAINAGE CATCHMENT LAYOUT.
3. 2 YEAR MINOR STORM EVENT HAS EXISTING SURFACE
BEEN ADOPTED (QUDM LEVEL II
ROOFWATER).
4. STRUCTURE LOCATION
CO-ORDINATES FOR ALL PITS, FIELD
INLETS, HEADWALLS, AND MANHOLES
HAVE BEEN TAKEN AT THE PITS MID
POINT.
5. FIELD INLETS TO BE CONSTRUCTED IN
ACCORDANCE WITH IPWEAW STD DRG
EXISITING SEWER
2.83m
DS-050
6. MANHOLES TO BE CONSTRUCTED IN
ACCORDANCE WITH IPWEAQ STD
DRGS; DS-010, DS-015, DS-018, DS-019,
DS-020, DS-021
7. ALL BEDDING AND BACKFILL TO BE IN
ACCORDANCE WITH IPWEAQ STD DRG
DS-030
PIPE SIZE (mm) 375 450 375 225 300 375 375 375 375 375 375
PIPE CLASS 3 4 3 PVC PVC RCP 3 RCP 3 3 3 3 3
PIPE GRADE (%) 0.40% 0.40% 0.14% 1.00% 1.16% 3.11% 5.73% 0.40% 0.40% 0.40% 0.40%
PIPE SLOPE (1 in X) 250.00 250.00 722.45 100.00 86.11 32.13 17.44 250.00 250.00 250.00 250.00
FULL PIPE VELOCITY (m/s) 0.18 0.84 1.69 0.43 0.82 0.43 0.45 0.65 0.82 0.99 1.01
PART FULL VELOCITY (m/s) 0.75 1.24 1.69 1.05 1.31 2.03 2.56 1.07 1.12 1.14 1.14
DATUM RL -11.0 -12.0
H.G.L IN PIPE &
2.300
2.289
2.281
2.293
2.204
2.168
2.204
1.902
1.706
1.706
1.706
3.501
3.436
3.364
3.364
3.296
3.092
3.074
3.074
2.855
2.860
2.833
2.786
2.787
2.760
2.729
2.731
2.696
2.627
2.639
2.540
2.411
2.425
2.311
2.281
2.293
2.204
W.S.E IN STRUCTURE
PIPE FLOW
0.019 0.134 0.187 0.017 0.033 0.048 0.050 0.072 0.090 0.109 0.111
(Cumecs)
PIPE CAPACITY
0.111 0.180 0.065 0.045 0.048 0.309 0.420 0.111 0.111 0.111 0.111
AT GRADE (Cumecs)
1.218
1.131
1.151
1.076
1.096
0.510
0.510
0.947
0.966
0.988
0.988
1.029
1.018
1.038
1.615
1.635
1.288
1.308
1.076
1.096
0.995
1.015
1.131
1.151
DEPTH TO INVERT
1.775
1.515
1.495
1.430
1.410
1.390
1.390
3.328
3.167
3.145
2.956
2.916
2.691
2.671
1.936
1.916
1.842
1.822
1.718
1.698
1.564
1.544
1.515
1.495
INVERT LEVEL
OF DRAIN
2.993
2.646
2.506
1.900
4.275
4.134
3.945
3.709
3.551
3.130
2.794
2.559
2.646
DESIGN SURFACE
LEVEL
E 502826.265
E 502890.524
E 502906.724
E 502916.968
E 502807.792
E 502823.693
E 502839.764
E 502846.914
E 502848.704
E 502850.266
E 502854.364
E 502887.457
E 502890.524
N 7081839.274
N 7081829.115
N 7081828.131
N 7081838.321
N 7081776.442
N 7081774.024
N 7081771.579
N 7081770.492
N 7081783.192
N 7081801.647
N 7081827.311
N 7081822.476
N 7081829.115
SETOUT
COORDINATES
65.057
81.287
95.736
-54.971
-38.887
-22.631
-15.398
15.949
41.938
75.382
82.695
0.000
-2.573
RUNNING CHAINAGE 65.057 16.230 14.449 16.084 16.256 7.233 12.826 18.522 25.988 33.444 7.313
LINE 1 2
NOT FOR CONSTRUCTION
---- ---- ---- ---- ---- North Point Approved Project Address Title
---- ---- ---- ---- ----
E. WHITMORE
12 GYMPIE STREET, TEWANTIN STORMWATER DRAINAGE LONGITUDINAL SECTIONS
---- ---- ---- ---- ---- 31423 11.11.25
---- ---- ---- ---- ---- For and on behalf of RECOR Pty Ltd.
---- ---- ---- ---- ---- Scale ENGINEERING & PROJECT SERVICES Client Details Project Name Sheet Size
SUNSHINE COAST | BRISBANE
VERTICAL 1 0 1 2 3 4 5 1:100 (metres) NOVATO GROUP
---- ---- ---- ---- ---- www.recor.au | ABN 89 647 469 707 7 LOT RESIDENTIAL SUBDIVISION A1
HORIZONTAL 10 0 10 20 30 40 50 1:1000 (metres) Project Number Drawing Number Revision
A 11.11.25 ISSUED FOR OPW APPROVAL AY EW COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's
(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 C320 A
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