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Stormwater Amendment Plans Attachment 2_20-000713-620-623 & 628
Attached to the e-mail Minor Change Application OPW20/0145 - Cover letter - Stormwater Plans - Line 5 Tech Memo - Owner's Consent - DA Form 5.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
Plans and drawings
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00
5.00
LEGEND
4.
1.800 9. N12 BARS 500 LAP
9.00
00
>
00
EXISTING STORMWATER DRAINAGE CONCRETE PATH
7.0
5.00
(DESIGN BY BARLOW SHELLEY) 0.45 1.00 0.35
>
0
0
8.
4.0
00 N72 MESH 40 COVER
>
PROPOSED STORMWATER DRAINAGE
9.00
100
200
KERB AND CHANNEL
(DESIGN BY CALIBRE)
>
400
EXISTING STORMWATER DRAINAGE TO BE
>
GROUT FILLED
6 .0
N12 400 TIE BARS
>
0
EXISTING FOOTPATH 200 N12 LONGITUDINAL BAR
BATTER 1 IN 2
00
3
4.
>
EXISTING SEWER MAIN BIO-POD
4.
600mm FILTER MATERIAL
00
>
10.0
0
EXISTING WATER MAIN
M
100mm TRANSITION LAYER
W
9.00
M
4.0
W
0
PROPOSED DRAINAGE STRUCTURE NUMBER
9.0
0
00
200mm DRAINAGE LAYER
7.00
8.0
4.
0
REFER BARLOW SHELLEY FOR
5.00
CATCHMENTS AND FLOWS EXTENDED FOOTING DETAIL (SECTION A-A)
9.0
0
NOT TO SCALE
0
3.0 VARIES 1.50 VARIES
REFER BARLOW SHELLEY DESIGN
00
4.
APPROX
300mm
FOR CATCHMENT FLOWS
10
E
.0
0
6.00
4. EXISTING HEADWALL AND PIPE TO
00
4.0 BE REMOVED AND AREA REINSTATED
0
TO EXISTING TURFED BATTER
Q10 = 0.543 m³/sec SLOPE 1 IN 4 TURFED SWALE TURFED BATTER
0
BIO-POD
9.0
SLOPE 1 IN 4
26.0m²
4.00
9.00
8.00
0
4.0
7.0
0
4.0
9.0
0
3.00
0
4.
5.00
PIPE AND HEADWALL TO BE REMOVED 00
6.00
3.
0
AND REBUILT AT HIGHER LEVEL 0
Ø450 AT I.L 3.00. NEW Ø450 HEADWALL
4.
00
ON COMPLETION OF LINE 1 E
7.00
4.0
0
3.0
5.00
8.00
0
8.0
M
0
W
6.00
4
E
.0
>
0
>
0
9.0 E
9.00
9.0
0 0
5.0
8.0
7.00
0
6 9.00
>
3.00
EXISTING WATER AND ELECTRICAL
W
TO BE RAISED OVER NEW M
>
W
8.0 M
STORMWATER
8.0
2.0 0 E
ADJUST PATH ALIGNMENT
0
0
4.00
8.0
>
E
TO 1.8m BEHIND KERB BACK
0
2.
CONSTRUCT NEW GULLY PIT 1A/7 PROVIDE EXTENDED FOOTING 00
00
8.0
8.
>
TO EDGE OF PATH (REFER DETAIL)
0
0
OVER EXISTING LINE 7 E
1.8
8.0 8
>
0
8.00
BIO-POD
5.00
8.0
10.25m²
>
7.0
0
M
0
W
6.00
M
>
W
8.00
9
>
7.0
0
3.0
3.00
>
8.0
0
0
8.0
>
0
5.0
0
E
>
00
4.00
6.00
8.
WM
E
WM 8.00
5.0
7.00
0
>
6.00
WM
E
>
8.00
5.
4.00
00
8.0
0
>
3.00
>
8.00
5.00
>
FILE: 20-000713-620.dwg DATE: 05-03-2021 USER: WESLEY.PIKE
XREFS: X-20-000713-TITLE lINE 5 STORMWATER AMENDMENTS, 1856 Design, X-20-000713-Combined Contours
DESIGN DRAWN CHECK APPROVED DATE STATUS SCALE CLIENT PROJECT DRAWING TITLE
FIRST AMENDMENT DETAILS Calibre Professional Services (QLD) Pty Ltd
ISSUE WP WP SP SP 29.11.21
FOR APPROVAL Level 3, 16 Innovation Parkway NOOSA CIVIC STORMWATER AMENDMENTS
A WP WP SP SP 08.12.21 GULLY ON LINE 10 DELETED. FLOW WIDTH ADJUSTED Birtinya QLD Australia 4575
A
M B WP WP SP SP 17.12.21 SWALE SECTION ADDED NOT FOR CONSTRUCTION 0 5 10 15 20 25 30 35 40 STOCKWELL DEVELOPMENTS Telephone 07 5314 2520
Facsimile 07 5314 2522
STORMWATER NEW LINE 5 OUTLET
E
N
D APPROVED RPEQ 14593 SCALE 1:500 (A1) SCALE 1:1000 (A3) AMENDMENTS DETAIL PLAN
M
E
BY: Shaun Pilcher DISCLAIMER
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
PROJECT No. DRAWING No. REVISION
N
T
S
17-12-2021 C calibregroup.com PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
20-000713 620 B
SIGN: DATE: DO NOT SCALE.
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Full text of sections 2 to 5 (of 8)
Section 2
1/F
1A/7
1/1
2/1
3/1
4/1
5/1
6/1
7/1
1/2
3/1
1/4
6/1
1/7
4/5
4/1
STRUCTURE
NAME MANHOLE TO BE LOCATED SO THAT
THE EXISTING Ø375 IS CLEAR OF THE
FIELD INLET
HEADWALL
FIELD INLET
FIELD INLET
FIELD INLET
FIELD INLET
900x900 FLUSH GRATE
900x900 RAISED GRATE
900x900 RAISED GRATE
1800mm DIA
1800mm DIA
1800mm DIA
900x900 FLUSH GRATE
L.I.L; 2.4m Lintel; BK&C
1050mm DIA
900x900 FLUSH GRATE
MANHOLE
MANHOLE
MANHOLE
MANHOLE
MANHOLE
MANHOLE
MANHOLE
GULLY PIT
MANHOLE
MANHOLE
1500mm DIA; EXT 900mm
1500mm DIA; EXT 900mm
1500mm DIA; EXT 900mm
1500mm DIA; EXT 900mm
1500mm DIA; EXT 900mm
NEW 1200 X 600 RCBC
STRUCTURE
DESCRIPTION
0.73
P3)
5(RC
A 37 2
9
2 .9 4
) IL
(BC
600 76
00x .5
A 12 IL 2
EXISTING Ø375 PIPE
Q10 HGL CONTRACTOR TO CONFIRM
LOCATION PRIOR TO MANHOLE
CONSTRUCTION
4/1 - 1500 DIA EXTENDED 900
EXISTING PIT AND Ø375
EXISTING WATER MAIN AND ELECTRICAL TO
PIPE TO REMAIN
BE ADJUSTED TO CLEAR NEW CULVERTS
EXISTING PIT AND MIN CLEARANCE 300mm
PIPE TO REMAIN MANHOLE TO BE LOCATED SO THAT
1200 X Ø600 PRECAST THE EXISTING Ø750 IS CLEAR OF THE
HEADWALL NEW 1200 X 600 RCBC
)
(BC
600
00x
A 12 63
.5
NEW MANHOLE IL 2
NEW Ø1500 MANHOLE OVER EXISTING
OVER EXISTING PIPE d50=300mm ROCK SCOUR SEWER I.L 1.60
PROTECTION AND TURFED SEWER I.L 0.86 0(BC
)
0x60 .543
SWALE TO FREE DRAINING A 120 IL 2 0
EXISTING SEWER 25
OUTLET 0.
I.L 0.820
EXISTING Ø750 PIPE
CONTRACTOR TO CONFIRM
11 2.7
LOCATION PRIOR TO MANHOLE
IL
/2 00
2
CONSTRUCTION
to
12
/2
PIPE SIZE (mm)
2
600 1200x600 1200x600 1200x600 1200x600 1200x600 450 375 375 375 375
75
0(
PIPE CLASS RCP 3 BC BC BC BC BC RCP 3 RCP 3 RCP 3 RCP 3 RCP 3
RC
P
3)
PIPE GRADE (%) 0.50% 0.58% 0.20% 0.21% 0.15% 0.15% 0.50% 1.00% 1.47% 1.47% 0.68%
PIPE SLOPE (1 in X) 200.00 171.14 499.28 482.36 666.67 666.67 200.00 100.00 68.03 68.03 146.41
5/1 - 1500 DIA EXTENDED 900
FULL PIPE VELOCITY (m/s) 1.92 0.75 0.82 0.91 1.57 1.63 0.52 0.56 0.86 1.02 0.90
PART FULL VELOCITY (m/s) 1.92 1.84 1.30 1.36 1.57 1.63 1.21 1.45 1.87 1.95 1.41
DATUM RL -10.0 -9.0 -9.0 -9.0 -10.0
4.443
3.752
3.721
3.750
3.656
3.625
3.632
3.586
3.576
3.589
3.503
3.495
3.531
3.260
3.214
3.225
3.141
3.073
3.073
3.073
3.698
3.637
3.625
3.632
3.586
3.325
3.226
3.214
3.225
3.141
4.152
3.994
3.970
3.970
3.924
3.901
3.937
3.695
3.744
3.541
3.515
3.541
3.376
H.G.L IN PIPE &
W.S.E IN STRUCTURE
)
BC
A4
PIPE FLOW
(
38 600
50( 2.63
0.543 0.543 0.587 0.657 1.130 1.171 0.083 0.061 0.094 0.112 0.100
(Cumecs)
2.6 0x
RC
IL
IL 120
P3
A
)
0
PIPE CAPACITY
0.434 1.448 0.848 0.862 0.734 0.734 0.202 0.175 0.213 0.213 0.145
AT GRADE (Cumecs)
1.478
1.364
1.391
1.507
1.527
1.631
1.651
1.696
1.716
1.982
2.006
0.733
0.733
1.000
1.516
1.527
1.000
1.907
2.006
1.412
1.240
1.240
1.656
1.965
1.375
1.282
1.737
5 0
0.2
DEPTH TO INVERT
2.900
2.880
2.854
2.638
2.618
2.596
2.576
2.563
2.543
2.524
2.500
2.473
2.473
2.700
2.630
2.618
2.700
2.599
2.500
3.300
3.181
3.181
3.099
2.790
3.000
Section 3
2.944
2.489
INVERT LEVEL
OF DRAIN
4.378
4.244
4.146
4.228
4.259
4.506
3.207
3.900
4.146
3.900
4.506
4.712
4.421
4.755
4.375
4.227
DESIGN SURFACE
LEVEL
61 )
2. C
IL 0(B
8
60
E 504906.756
N 7078026.811
E 504903.243
N 7078028.725
E 504881.148
N 7077999.245
E 504874.757
N 7077992.131
E 504868.731
N 7077989.949
E 504856.157
N 7077986.783
E 504838.877
N 7077982.550
E 504875.303
N 7078011.998
E 504881.148
N 7077999.245
E 504852.591
N 7077996.250
E 504856.157
N 7077986.783
E 504912.769
N 7077954.293
E 504908.487
N 7077947.448
E 504905.540
N 7077942.736
E 504882.916
N 7077993.601
E 504874.980
N 7077991.860
0x
0
12
SETOUT
A
COORDINATES
40.841
51.888
58.328
71.295
89.086
14.058
10.127
13.632
0.000
4.000
0.000
0.000
0.000
8.074
0.000
8.168
RUNNING CHAINAGE 4.000 36.841 11.047 6.440 12.967 17.790 14.028 10.127 8.074 5.558 8.168 3/1 - 1800 DIA
LINE 1 2 4 7 F
FILE: 20-000713-621.dwg DATE: 05-03-2021 USER: WESLEY.PIKE
XREFS: X-20-000713-TITLE lINE 5 STORMWATER AMENDMENTS, 1856 Design, Fire Trail Contours
DESIGN DRAWN CHECK APPROVED DATE STATUS SCALE CLIENT PROJECT DRAWING TITLE
FIRST AMENDMENT DETAILS Calibre Professional Services (QLD) Pty Ltd
ISSUE WP WP SP SP 23.11.21
FOR APPROVAL 0 10 20 30 40 50 60 70 80 Level 3, 16 Innovation Parkway NOOSA CIVIC STORMWATER AMENDMENTS
A WP WP SP SP 14.12.21 ISSUED FOR PRICING Birtinya QLD Australia 4575
A
M NOT FOR CONSTRUCTION SCALE 1:1000 (A1) SCALE 1:2000 (A3) STOCKWELL DEVELOPMENTS Telephone 07 5314 2520
Facsimile 07 5314 2522
STORMWATER NEW LINE 5 OUTLET
E
N
D APPROVED RPEQ 14593 0 1 2 3 4 5 6 7 8 AMENDMENTS LONGITUDINAL SECTIONS
M
E
BY: Shaun Pilcher SCALE 1:100 (A1) SCALE 1:200 (A3)
DISCLAIMER
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
PROJECT No. DRAWING No. REVISION
N
T
S
17-12-2021 C calibregroup.com PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
20-000713 621 A
SIGN: DATE: DO NOT SCALE.
Section 4
LOCATION CATCHMENT PROPERTIES FULL AREA RUNOFF PART AREA RUNOFF INLET DESIGN DRAIN DESIGN HEADLOSSES PART FULL DESIGN LEVELS
fi Ci Cp tc I A CA Q tc I A CA Q Qa Qg Qb tc I CA Qp L S Vf S/Do Qg/Qo Du/Do Vf2/2g Ku hu Kw hw Sf hf dn Vn
EQUIVALENT IMPERVIOUS AREA
EQUIVALENT IMPERVIOUS AREA
SUB-CATCHMENT DISCHARGE
SUB-CATCHMENT DISCHARGE
U/S HEAD LOSS COEFFICIENT
PARTIAL CATCHMENT AREA
FLOW IN K&C(INC. BYPASS)
PIPE FRICTION HEAD LOSS
TIME OF CONCENTRATION
TIME OF CONCENTRATION
COEFFICIENT OF RUNOFF
COEFFICIENT OF RUNOFF
CRITICAL TIME OF CONC.
BYPASS STRUCTURE No.
SUB-CATCHMENT AREA
FRACTION IMPERVIOUS
ROAD GRADE AT INLET
SUBMERGENCE RATIO
IMPERVIOUS AREA
ROAD XFALL AT INLET
PIPE FRICTION SLOPE
PERVIOUS AREA
NORMAL DEPTH VEL.
RAINFALL INTENSITY
RAINFALL INTENSITY
RAINFALL INTENSITY
FULL PIPE VELOCITY
GRATE FLOW RATIO
W.S.E COEFFICIENT
CHANGE IN W.S.E
FLOW INTO INLET
DIAMETER RATIO
VELOCITY HEAD
STRUCTURE No.
STRUCTURE No.
NORMAL DEPTH
CHART(S) USED
DRAIN SECTION
REACH LENGTH
U/S HEAD LOSS
BYPASS FLOW
PIPE U/S H.G.L
PIPE D/S H.G.L
GRATE LEVEL
TOTAL (C x A)
FLOW DEPTH
FLOW WIDTH
FREEBOARD
PIPE GRADE
INLET TYPE
PIPE U/S I.L
PIPE D/S I.L
PIPE FLOW
FLOW DxV
PIPE SIZE
W.S.E
min mm/h ha ha L/s min mm/h ha ha L/s L/s m m % % L/s L/s min mm/hr ha L/s m % mm m/s m m m % m m m/s m m m m m m m
1/1 A 10 0.9 0.7 20 127 2.14 1.541 543 20 127 2.14 1.541 543 543 0.5 FSIP-9x9 543 0 20 127 1.541 543 4 0.5 600 1.92 2.57 1 G1 0.189 3.66 0.691 0.691 0.78 0.031 0.6 1.92 2.9 2.88 3.752 3.721 4.443 4.577 0.134 1/1
1200x60
2/1 A 0 MH1800 20.03 127 1.541 543 36.841 0.58 0 0.75 1.49 0 0.63 T9/T10 0.029 2.24 0.065 3.26 0.095 0.08 0.03 0.246 1.84 2.854 2.638 3.656 3.625 3.75 4.244 0.494 2/1
1200x60
3/1 A 0 MH1800 20.34 126 1.675 587 11.047 0.2 0 0.82 1.69 0 1 T1/T3 0.034 1.15 0.039 1.35 0.046 0.1 0.011 0.377 1.3 2.618 2.596 3.586 3.576 3.632 4.146 0.514 3/1
MH1500 1200x60
4/1 A 0 E900 20.43 126 1.879 657 6.44 0.21 0 0.91 1.69 0 1 T3/T6 0.042 1.72 0.073 2.03 0.086 0.12 0.008 0.403 1.36 2.576 2.563 3.503 3.495 3.589 4.228 0.639 4/1
MH1500 1200x60
5/1 A 0 E900 10.91 166 2.466 1130 12.967 0.15 0 1.57 1.65 0 1 T3/T6 0.126 1.87 0.235 2.16 0.272 0.36 0.046 0.6 1.57 2.543 2.524 3.26 3.214 3.531 4.259 0.727 5/1
MH1500 1200x60
6/1 A 0 E900 11.02 165 2.566 1171 17.79 0.15 0 1.63 1.21 0 1 T1/T3 0.135 0.54 0.072 0.62 0.083 0.38 0.068 0.6 1.63 2.5 2.473 3.141 3.073 3.225 4.506 1.281 6/1
HW
7/1 outlet 3.073 3.92 7/1
1/2 A 80 0.9 0.86 5 221 0.151 0.135 83 5 221 0.151 0.135 83 83 0.091 RSIP-9x9 83 0 LOST 5 221 0.135 83 14.058 0.5 450 0.52 2.22 1 G1 0.014 4.34 0.061 0.061 0.09 0.012 0.202 1.21 2.7 2.63 3.637 3.625 3.698 4.1 0.402 1/2
1/4 A 80 0.9 0.86 5 221 0.112 0.1 61 5 221 0.112 0.1 61 61 0.073 RSIP-9x9 61 0 LOST 5 221 0.1 61 10.127 1 375 0.56 1.67 1 G1 0.016 6.27 0.099 0.099 0.12 0.012 0.153 1.45 2.7 2.599 3.226 3.214 3.325 4 0.675 1/4
1/G to
1/7 MH. 80 0.9 0.7 10 171 0.231 0.199 94 10 171 0.231 0.199 94 94 0.186 FSIP-9x9 94 0 10 171 0.199 94 8.08 1.47 375 0.86 2.51 1 G1 0.037 3.74 0.14 0.14 0.29 0.023 0.175 1.87 3.3 3.181 4.1 4.077 4.24 4.734 0.494 1/7
GULLY
1A/7 A 80 0.9 0.86 5 221 0.131 0.117 72 5 221 0.131 0.117 72 72 2.704 0.109 0.07 0.56 3 71 1 1/2 10.07 171 0.316 149 5.563 1.47 375 1.35 2.39 0.43 1 T1 0.093 1.4 0.13 0.131 0.72 0.04 0.231 2.08 3.181 3.099 3.946 3.906 4.077 4.421 0.344 1A/7
BK-S
1/H to GULLY
2/8 80 0.9 0.86 5 221 0.066 0.058 36 5 221 0.066 0.058 36 36 1.905 0.072 0.05 36 0 5 221 0.058 36 11.962 5.52 375 0.33 1.11 1 G1 0.005 7 0.038 0.038 0.04 0.005 0.075 2.29 3.6 2.94 3.979 3.974 4.016 4.581 0.565 2/8
2/H BK-S
2/H to GULLY
1/8 80 0.9 0.86 5 221 0.055 0.049 30 5 221 0.055 0.049 30 30 2.157 0.076 0.04 30 0 5.1 220 0.107 65 24.628 0.53 375 0.59 2.76 0.46 1 T9 0.018 1.84 0.033 1.9 0.034 0.14 0.034 0.191 1.16 2.94 2.81 3.941 3.906 3.975 4.5 0.525 1/8
MH. BK-S
1/I to GULLY
1/9 80 0.9 0.86 5 221 0.112 0.1 61 5 221 0.112 0.1 61 61 2.069 0.087 0.08 0.5 3 61 0 2/8 5 221 0.1 61 6.029 0.66 375 0.56 2.91 1 G2 0.016 4 0.063 0.063 0.12 0.007 0.172 1.24 3.1 3.06 4.128 4.121 4.191 4.645 0.454 1/9
MH. BK-S
1/10 1/J to 80 0.9 0.7 10 171 0.247 0.213 101 10 171 0.247 0.213 101 101 0.193 FSIP-9x9 101 0 10 171 0.213 101 13.773 0.73 375 0.91 2.59 1 G1 0.043 3.64 0.156 0.156 0.33 0.046 0.226 1.46 3.55 3.449 4.366 4.32 4.521 5.191 0.67 1/10
MH.
1/K to GULLY
3/11 80 0.9 0.86 5 221 0.106 0.094 58 5 221 0.106 0.094 58 58 1.58 0.092 0.11 4.51 3 53 4 LOST 5 221 0.094 53 11.134 2.2 375 0.48 1.22 1 G1 0.012 7 0.084 0.084 1.49 0.206 0.115 1.85 6.025 5.78 6.193 6.026 6.276 7.005 0.729 3/11
2/K BK-S
2/K to GULLY
2/11 80 0.9 0.86 5 221 0.033 0.03 18 5 221 0.033 0.03 18 18 2.998 0.051 0.06 4.51 3 18 0 LOST 5.09 220 0.124 71 18.564 1.05 375 0.65 1.16 0.25 1 T9/T10 0.021 2.41 0.051 2.74 0.058 0.37 0.121 0.164 1.53 5.78 5.585 5.975 5.906 6.033 7.14 1.107 2/11
3/K BK-S
3/K to
1/11 0 MH1050 5.25 218 0.124 71 25.544 0.45 375 0.64 1.13 0 1 T6 0.021 2.1 0.044 2.41 0.05 0.11 0.04 0.21 1.11 5.585 5.471 5.862 5.834 5.912 8.011 2.099 1/11
7/22
1/15 to
1/15 80 0.9 0.86 5 221 0.113 0.101 62 5 221 0.113 0.101 62 62 0.163 FSIP-6x9 62 0 5 221 0.101 62 14.134 1.83 375 0.56 1.3 1 G1 0.016 7 0.112 0.112 0.1 0.017 0.131 1.81 6.32 6.061 6.652 6.638 6.764 7.95 1.186 1/15
5/22
1/21 to GULLY
1/21 0 0 0 0 0 0 0 0 1.2 2.99 0 0 1/21C 5 221 0 0 15.063 1 375 0 0 0 0 0 0.44 0.067 0 0 7.092 6.942 7.092 7.025 7.092 8.302 1.209 1/21
2/21 BK-S
2/21 to GULLY
2/21 0 0 0 0 0 0 0 0 0.94 3 0 0 3/21 5.13 219 0 0 37.405 0.8 375 0 0 0 0 0 0 0 0 0 6.922 6.623 7.025 7.025 7.025 8.31 1.284 2/21
3/21 BK-S
3/21 to GULLY
3/21 0 0 0 0 0 0 0 0 0.85 3 0 0 4/21 5.44 215 0 0 27.003 0.75 375 0 0 0 0 0 0 0 0 0 6.603 6.4 7.025 7.025 7.025 7.939 0.913 3/21
4/21 BK-S
4/21 to
4/21 0 0 0 0 0 0 0 0 0 0.11 SAG BK-S 0 0 5.66 212 0 365 14.864 0.17 750 0.83 0.035 0 0 0 0.09 0.014 0.507 1.15 6.32 6.295 7.025 7.012 7.025 7.789 0.764 4/21
5/21
5/21 to
5/21 0 0 0 0 0 0 0 0 0 0.11 FSIP-6x9 0 0 5.79 211 0 365 21.217 0.47 750 0.83 1.13 0 1 T9/T10 0.035 2.33 0.081 2.73 0.095 0.06 0.02 0.365 1.71 6.295 6.195 6.931 6.918 7.026 7.788 0.762 5/21
6/21
6/21 to
6/21 0 MH1050 5.96 208 0 365 22.608 0.44 750 0.83 1.09 0 1 T1/T3 0.035 1.53 0.053 1.85 0.065 0.07 0.021 0.372 1.67 6.195 6.095 6.864 6.848 6.929 8.068 1.139 6/21
7/21
7/21 MH1050 6.848 8.274 7/21
1/21C to GULLY
1/21C 0 0 0 0 0 0 0 0 0.92 3 0 0 5/21 5 221 0 0 15.913 0.5 375 0 0 0 0 0 0 0 0 0 6.702 6.623 7.025 7.025 7.025 7.983 0.957 1/21C
3/21 BK-S
1/22C to GULLY
1/27C 80 0.9 0.85 15 144 0.076 0.068 27 5 221 0.066 0.059 36 36 2.289 0.088 0.04 0.5 3 36 0 LOST 5 221 0.059 36 20.866 0.5 375 0.33 1.1 1 G1 0.006 7 0.039 0.039 0.02 0.013 0.139 0.97 6.924 6.82 7.144 7.139 7.183 8.139 0.956 1/27C
4/22 BK-S
1/24 to
1/24 80 0.9 0.86 5 221 0.121 0.108 66 5 221 0.121 0.108 66 66 0.169 FSIP-6x9 66 0 5 221 0.108 66 3.2 2 375 0.6 1.34 1 G1 0.018 7 0.128 0.128 3.72 0.008 0.132 1.9 6.764 6.7 6.951 6.832 7.079 7.95 0.871 1/24
6/22
1/22 to GULLY
1/27 70 0.9 0.7 15 144 0.063 0.053 21 5 221 0.05 0.044 27 27 1.82 0.08 0.04 0.59 3 27 0 1/27C 5 221 0.044 27 15 0.5 375 0.24 1.08 1 G2 0.003 9.7 0.029 0.029 0.02 0.019 0.119 0.9 7.33 7.255 7.472 7.469 7.501 8.463 0.962 1/27
2/22 BK-S
2/22 to GULLY
2/27 70 0.9 0.7 5 221 0.069 0.058 35 5 221 0.069 0.058 35 35 2.046 0.087 0.05 0.59 3 35 0 3/27 5.12 219 0.102 62 31.266 0.5 375 0.56 1.14 0.57 1 G1/T10 0.016 2.94 0.047 3.25 0.052 0.31 0.129 0.187 1.12 7.235 7.079 7.422 7.324 7.474 8.463 0.988 2/27
3/22 BK-M
3/22 to GULLY
3/27 70 0.9 0.7 5 221 0.046 0.039 24 5 221 0.046 0.039 24 24 0.24 3 24 0 4/27 5.26 217 0.139 84 44.957 0.5 375 0.76 1.18 0.28 1 T3/T6 0.03 1.79 0.053 2.29 0.068 0.29 0.17 0.226 1.21 7.045 6.82 7.271 7.139 7.339 8.306 0.967 3/27
4/22 BK-S
4/22 to GULLY
4/27 70 0.9 0.7 5 221 0.061 0.051 31 5 221 0.061 0.051 31 31 1.864 0.082 0.04 0.5 3 31 0 1/15 5.64 212 0.25 147 Section 5
33.186 1.96 450 0.93 1.19 0.21 1 T1/T3 0.044 1.61 0.07 1.96 0.086 1.3 0.5 0.189 2.32 6.8 6.15 7.069 6.638 7.155 8.06 0.906 4/27
5/22 BK-S
5/22 to
5/27 0 MH1050 5.91 209 0.35 203 16.937 1.18 450 1.28 1.48 0 1 T3/T6 0.083 1.85 0.155 2.21 0.184 0.51 0.086 0.266 2.08 6 5.8 6.483 6.397 6.667 8.255 1.588 5/27
6/22
6/22 to
6/27 0 MH1050 5.79 210 0.452 264 37.49 1.27 450 1.66 1.71 0 1 T6/T9 0.141 2.03 0.286 2.27 0.32 0.74 0.327 0.311 2.25 5.75 5.275 6.111 5.834 6.431 8.158 1.727 6/27
7/22
7/22 to
8/5 0 MH1050 5.9 209 0.57 327 18.435 3.91 525 1.51 1.51 0 1 T3/T6 0.116 1.94 0.226 2.28 0.265 3.07 0.635 0.226 3.67 5.22 4.5 5.608 5.042 5.873 7.234 1.361 8/5
8/22
8/22 to
7/5 0 MH1050 6.06 207 0.57 324 27.065 4.32 525 1.5 1.36 0 1 T1/T3 0.114 1.36 0.156 1.64 0.188 2.09 0.636 0.219 3.8 4.5 3.33 4.886 4.32 5.074 6.329 1.255 7/5
9/22
9/22 to
6/5 0 MH1050 6.74 200 0.723 396 6.997 3.77 600 1.4 1.82 0 1 T3/T6 0.1 1.7 0.17 1.96 0.196 0.42 0.029 0.238 3.79 3.255 2.991 4.15 4.121 4.346 5.053 0.707 6/5
10/22
10/22 to
5/5 0 MH1050 6.8 199 0.823 451 28.534 0.18 675 1.26 1.82 0 1 T3 0.081 1.64 0.132 1.91 0.155 0.29 0.082 0.675 1.26 2.916 2.865 3.988 3.906 4.143 4.915 0.772 5/5
11/22
11/22 to
4/5 0 MH1050 7.04 197 1.185 642 59.954 0.15 750 1.45 1.53 0 1 T3/T6 0.108 1.97 0.212 2.29 0.247 0.33 0.199 0.75 1.45 2.79 2.7 3.694 3.495 3.941 4.753 0.812 4/5
12/22
1/F A 80 0.9 0.7 10 171 0.237 0.204 97 10 171 0.237 0.204 97 97 0.189 FSIP-9x9 97 0 10 171 0.204 97 8.538 0.67 375 0.88 2.09 1 G1 0.039 4.61 0.181 0.181 0.31 0.026 0.225 1.4 3 2.942 3.602 3.576 3.783 4.375 0.592 1/F
FILE: 20-000713-622.dwg DATE: 05-03-2021 USER: WESLEY.PIKE
XREFS: X-20-000713-TITLE lINE 5 STORMWATER AMENDMENTS
DESIGN DRAWN CHECK APPROVED DATE STATUS SCALE CLIENT PROJECT DRAWING TITLE
FIRST AMENDMENT DETAILS Calibre Professional Services (QLD) Pty Ltd
ISSUE WP WP SP SP 23.11.21
FOR APPROVAL Level 3, 16 Innovation Parkway NOOSA CIVIC STORMWATER AMENDMENTS
A WP WP SP SP 16.12.21 TABLE UPDATED Birtinya QLD Australia 4575
A
M NOT FOR CONSTRUCTION STOCKWELL DEVELOPMENTS Telephone 07 5314 2520
Facsimile 07 5314 2522
STORMWATER NEW LINE 5 OUTLET
E
N
D APPROVED RPEQ 14593 AMENDMENTS DRAINAGE CALCULATIONS
M
E
BY: Shaun Pilcher DISCLAIMER
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
PROJECT No. DRAWING No. REVISION
N
T
S
17-12-2021 C calibregroup.com PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
20-000713 622 A
SIGN: DATE: DO NOT SCALE.
[OCR of page images]
LOCATION | CATCHMENT PROPERTIES FULL AREA RUNOFF PART AREA RUNOFF INLET DESIGN DRAIN DESIGN HEADLOSSES| PART FULL DESIGN LEVELS
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LE: 20.000713.672 dng DATE: 05403-2021 USER: WESLEY PKE
YREFS. X20.000713- TILE INE 5 STORMWATER AMENDMENTS
inst [DSN onan [CHa DATE STATUS SORE cuENT Taine PlescbnalSonices al) Py La f™ PRAING TILE
-AMENOMENT DETAILS
sssue [we [we [sp | sp_[2att2 FOR APPROVAL Level 3, 16 Innovation Parkway NOOSA CIVIC STORMWATER AMENDMENTS
AP we | We | sp] sP_|1ei021) TABLE UPDATED Birtnya QLD Australia 4575
A
5 NOT FOR CONSTRUCTION STOCKWELL DEVELOPMENTS "eon 54250 STORMWATER NEW LINE 5 OUTLET
e
N rf
A LS errs AMENDMENTS DRAINAGE CALCULATIONS
M ;
By: sh oiscLamer =
E aun Pilche PROTECT No. DRAWING Ne REVISION
N ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
T -12- i
q sion bare 17-12-2021 © calibregroup.com PRIOR TO CONSTRUCTION USE WRITTEN DIMENSIONS ONLY, 120)-000713 622 A
The text continues on section 6.