Civic Centre 45 Princes Highway, Werribee, Victoria 3030...
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The information contained in this correspondence is intended for the addressed recipient only and should not be re-distributed or published without express written permission from Wyndham City Council 45 Princes Highway, Werribee, Victoria 3030, Australia PO Box 197, Werribee, Victoria 3030, Australia (03) 9742 0777 (03) 9741 6237 [email protected] www.wyndham.vic.gov.au DX 30258 Werribee Vic ABN: 38 393 903 860 Civic Centre Postal Telephone Facsimile Email Your Ref: Our Ref: SDW1805/16 WYP6215/12 Enquiries: Jemna Cheripuram Tel: (03) 8734 5405 11 October 2016 Betty Kunath Breese Pitt Dixon Pty Ltd 1/19 Cato Street HAWTHORN EAST VIC 3123 Dear Betty, RE: RIVERDALE STAGE 12 - CONSTRUCTION PLAN APPROVAL Please be advised that the road and drainage construction plans submitted to Council for Riverdale Stage 12 are approved subject to the following conditions:- 1. Prior to commencement of works within ANY existing road reserves such as abutting streets to the proposed subdivision/estate, the consultant/contractor MUST apply for consent to work within the road reserves from Council or any other relevant responsible authorities. 2. Prior to commencement of works, an on-site pre-commencement meeting must be held between Council, the Engineering Consultant and the Contractor. Please contact Anthony Harris from Council on 0407 802 834 to book a precommencement meeting. 3. Prior to commencement of works, the consultant/contractor shall provide to Council the following information:- source of quarry material; and optimum moisture content and maximum modified dry density of the F.C.R to be used (from N.A.T.A. approved laboratory). If the source of the quarry material is changed during the course of the works, new test results shall be provided. 4. Prior to the commencement of works, a Site Environmental Management Plan (SEMP) must be submitted to and approved by Council. 5. Prior to installation of all Tactile Ground Surface Indicators on Site, they must be inspected and approved by Council. Please notify Councils construction supervisor to book an inspection prior to installation. 6. Wyndham City Council Specifications and standard details shall be read in conjunction with the approved plans. No work is to start on this stage until the Plan of Subdivision is compatible with the engineering drawings, and the subdivisional Plan of Subdivision has been certified by Council. 7. Construction is to commence within twelve (12) months of approval, otherwise construction plans and specifications are to comply with design standards current at the time of re-submission. 8. Filled allotments shall be compacted in 150mm maximum layers, with compaction tests being taken at not more than 300mm lift on all allotments and filled areas. The test results and location of the tests on each allotment shall be forwarded to Council.
Transcript of Civic Centre 45 Princes Highway, Werribee, Victoria 3030...
The information contained in this correspondence is intended for the addressed recipient only and should not be re-distributed or published without express written permission from Wyndham City Council
45 Princes Highway, Werribee, Victoria 3030, Australia
PO Box 197, Werribee, Victoria 3030, Australia
(03) 9742 0777
(03) 9741 6237
www.wyndham.vic.gov.au DX 30258 Werribee Vic
ABN: 38 393 903 860
Civic Centre
Postal
Telephone
Facsimile
Your Ref:
Our Ref: SDW1805/16
WYP6215/12
Enquiries: Jemna Cheripuram Tel: (03) 8734 5405
11 October 2016 Betty Kunath Breese Pitt Dixon Pty Ltd 1/19 Cato Street HAWTHORN EAST VIC 3123
Dear Betty,
RE: RIVERDALE STAGE 12 - CONSTRUCTION PLAN APPROVAL Please be advised that the road and drainage construction plans submitted to Council for Riverdale Stage 12 are approved subject to the following conditions:-
1. Prior to commencement of works within ANY existing road reserves such as abutting streets to the proposed subdivision/estate, the consultant/contractor MUST apply for consent to work within the road reserves from Council or any other relevant responsible authorities.
2. Prior to commencement of works, an on-site pre-commencement meeting must be held between Council, the Engineering Consultant and the Contractor. Please contact Anthony Harris from Council on 0407 802 834 to book a precommencement meeting.
3. Prior to commencement of works, the consultant/contractor shall provide to Council the following information:-
source of quarry material; and
optimum moisture content and maximum modified dry density of the F.C.R to be used (from N.A.T.A. approved laboratory).
If the source of the quarry material is changed during the course of the works, new test results shall be provided.
4. Prior to the commencement of works, a Site Environmental Management Plan (SEMP) must be submitted to and approved by Council.
5. Prior to installation of all Tactile Ground Surface Indicators on Site, they must be inspected and approved by Council. Please notify Councils construction supervisor to book an inspection prior to installation.
6. Wyndham City Council Specifications and standard details shall be read in conjunction with the approved plans. No work is to start on this stage until the Plan of Subdivision is compatible with the engineering drawings, and the subdivisional Plan of Subdivision has been certified by Council.
7. Construction is to commence within twelve (12) months of approval, otherwise construction plans and specifications are to comply with design standards current at the time of re-submission.
8. Filled allotments shall be compacted in 150mm maximum layers, with compaction tests being taken at not more than 300mm lift on all allotments and filled areas. The test results and location of the tests on each allotment shall be forwarded to Council.
…/2 The information contained in this correspondence is intended for the addressed recipient only and should not be re-distributed or published without
express written permission from Wyndham City Council
9. Council and all Service Authorities are to be notified seven (7) days prior to commencement of the works.
10. Prior to Council issuing a Statement of Compliance, pursuant to the Subdivision Act 1988, your firm shall provide to Council the following:
Payment of construction supervision fees amounting to 2.5% of the total cost of road and drainage works;
Payment of a maintenance bond amounting to 5% of the total cost of road and drainage works;
An electronic copy of all as constructed drawings and relevant files in both AutoCad DWG and Adobe PDF file formats, to either [email protected] or on USB. Please note that the minimum resolution of PDF files required is 300dpi;
An electronic copy of drainage catchment plans and detailed computations in Adobe PDF file format to either [email protected] or on USB;
As constructed asset information for drainage and related assets in digital format in accordance with “D-Spec” to either [email protected] or on USB;
As-constructed asset information for assets within the road reserve in digital format in accordance with “R-Spec” to either [email protected] or on USB; and
The A.H.D levels and M.G.A co-ordinates of the high stability P.S.Ms.
11. Easements are to be created to cover all servics which cross any part of private allotments.
12. During construction of works under this permit, access to and egress from the subject land must be via a route designed and approved by the Council. Where practical this access should be remote from established residential areas.
13. Provide Landscaping Plan for approval by Council. Please contact [email protected] to arrange a pre-application meeting prior to the submission of landscape plans for municipal reserves and/or public open space.
14. WorkSafe Victoria is to be advised via E-mail ([email protected]) of these Subdivisional works with the following details:
Name of the principal contractor
Name and phone contact of relevant Engineering Consultants supervisor dealing with the works
Brief description of the works
Locality/address of the works
Estimated commencement date of the works, and
Expected completion date of the works.
15. In undertaking the construction works, the developer shall ensure all works are undertaken in accordance with the OH & S Act, Regulation and Codes, and shall maintain a safe workplace for Council’s staff undertaking inspections. The supervision of works by Council staff only extends to the quality of Council’s future infrastructure and does not include ensuring that the works are undertaken safely.
Please find a set of stamped approved plans attached. Yours sincerely, ANTONIETTE MICHAIL ENGINEERING DEVELOPMENT CO-ORDINATOR Encl: (1) Stamped approved plans
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PIT SCHEDULE
PIT No. TYPEINTERNAL INLET DETAILS OUTLET DETAILS COVER
LEVEL DEPTH STANDARDDRAWING
REMARKS
W L DIA LEVEL DIA LEVEL1 JUNCTION PIT - TEMP 1350 900 1050 43.120 225 43.120 44.268 1.149 EDCM 605 & 607 PROVIDE TEMPORARY 225 DIA. PVC OUTFALL PIPE.
TEMPORARY PIT2 GRATED ENTRY PIT 1350 900 1050 43.190 1050 43.170 45.355 2.185 EDCM 601 & 607
3 GRATED ENTRY PIT 1350 900 900 43.231 1050 43.211 45.351 2.140 EDCM 601 & 607
600 43.436
4 JUNCTION PIT - GRATED 1200 900 900 43.411 900 43.391 45.392 2.001 EDCM 605 & 607 PROVIDE HEAVY DUTY BOLT DOWN GALVANISED MILD STEEL OR DUCTILEIRON GRATE TO AS3996 (GATIC OR APPROVED SIMILAR). PIT COVER TO
MATCH SLOPE OF BATTER.300 44.187
5 JUNCTION PIT 1200 900 900 43.581 900 43.561 45.639 2.078 EDCM 605 & 607
300 44.052
6 GRATED ENTRY PIT 1200 900 900 43.673 900 43.653 45.513 1.859 EDCM 601 & 607
7 JUNCTION PIT 1600 900 900 43.862 900 43.842 45.749 1.907 EDCM 605 & 607
8 GRATED ENTRY PIT 1600 900 900 43.927 900 43.907 45.852 1.945 EDCM 601 & 607
300 44.504
375 44.230
9 GRATED ENTRY PIT 1600 900 900 43.988 900 43.968 45.911 1.943 EDCM 601 & 607
10 JUNCTION PIT 1200 900 900 44.167 900 44.147 46.150 2.003 EDCM 605 & 607
450 44.597
11 GRATED ENTRY PIT 1200 900 900 44.248 46.284 2.036 EDCM 601 & 607 TRIM BACK EX. STAGE 3 RCP & CONSTRUCT NEW PIT
12 JUNCTION PIT 600 900 300 44.363 300 44.313 45.775 1.462 EDCM 605
13 JUNCTION PIT 600 900 300 44.944 45.843 0.899 EDCM 605
14 DOUBLE GRATED ENTRY PIT 600 900 300 44.115 300 44.095 45.400 1.305 EDCM 602
15 DOUBLE GRATED ENTRY PIT 600 900 300 44.233 300 44.183 45.443 1.260 EDCM 602
16 JUNCTION PIT 600 900 300 44.773 45.975 1.202 EDCM 605
17 GRATED ENTRY PIT 600 900 300 45.107 46.309 1.202 EDCM 601
18 GRATED ENTRY PIT 600 900 375 44.292 45.835 1.543 EDCM 601 PROVIDE BLOCKOUT IN NORTH WALL FOR FUTURE 375 DIA. AT IL 44.342
19 GRATED ENTRY PIT 600 900 450 44.834 450 44.784 46.344 1.560 EDCM 601
20 GRATED ENTRY PIT 600 900 450 44.940 450 44.890 46.342 1.452 EDCM 601
21 END PIPE 450 45.052 1.402 CAP END PIPE
Riverdale Village - Stage 12Drainage Computations
1 in 5 Year ARI
Pipe Pipe Time of Conc Intensity CofR Area Full-area Pipe Flow Q Q/Qcap At Grade US Pit Pipe Velocity Pit head Loss HGL
ID Size Tct I C Sum CA [CIA/360] Ratio Velocity Ku Head (Vfull) (Ku.V'head) Grade
(mm) (min) (mm/hr) (ha) (ha) (L/s) (-) (m/s) (-) (m) (m) (1 in)
2 to 1 1050 15.5 51.53 0.57 0.03 9.34 1337 0.98 1.6 0.22 0.12 0.03 417.6
3 to 2 1050 15.4 51.65 0.57 0.03 9.32 1337 0.98 1.6 0.27 0.12 0.03 417.3
4 to 3 900 15.1 52.22 0.32 0.04 7.72 1121 0.98 1.8 0.22 0.16 0.03 261.2
5 to 4 900 14.8 52.77 7.50 1099 0.96 1.8 0.34 0.15 0.05 271.5
6 to 5 900 14.6 53.06 0.57 0.09 7.30 1076 0.98 1.7 0.4 0.15 0.06 283.5
0.72 0.05
7 to 6 900 14.2 53.78 0.72 0.13 7.21 1078 1.00 1.7 0.94 0.15 0.14 282.4
8 to 7 900 14.1 53.98 0.57 0.07 7.12 1068 0.99 1.7 0.29 0.14 0.04 287.8
9 to 8 900 14.0 54.17 0.57 0.07 6.19 931 0.89 1.6 0.72 0.11 0.08 378.5
0.72 0.04
10 to 9 900 13.6 54.94 0.72 0.13 6.12 934 0.89 1.6 0.33 0.11 0.04 375.8
11 to 10 900 13.4 55.39 1.00 5.23 5.23 805 0.81 1.6 0.2 0.08 0.02 506.6
12 to 4 300 5.6 81.01 0.72 0.05 0.21 48 0.38 1.8 1.3 0.02 0.03 78.3
13 to 12 300 5.0 84.57 0.72 0.25 0.18 42 0.48 1.2 0.2 0.02 0.00 119.9
14 to 5 300 6.1 78.44 0.57 0.08 0.20 44 0.64 1.0 1.26 0.02 0.02 493.9
15 to 14 300 6.0 78.86 0.57 0.08 0.16 34 0.43 1.1 1.69 0.01 0.02 805.6
16 to 15 300 5.0 84.57 0.72 0.15 0.11 26 0.31 1.2 0.2 0.01 0.00 249.9
17 to 8 300 6.0 78.86 0.57 0.01 0.14 31 0.39 1.1 9.7 0.01 0.10 497.9
0.72 0.19
18 to 8 375 12.0 58.40 0.57 0.34 0.75 122 0.85 1.3 1 0.06 0.06 207.8
0.72 0.31
0.90 0.37
19 to 10 450 6.3 77.56 0.57 0.04 0.80 172 0.50 2.2 1.36 0.06 0.08 275.6
0.72 0.20
20 to 19 450 6.2 77.91 0.57 0.02 0.63 137 0.59 1.5 2.05 0.04 0.08 436.1
21 to 20 450 6.0 78.86 0.57 0.28 0.62 135 0.67 1.3 0.04 444.1
0.72 0.64
24/06/2016 Riverdale St12 Drainage Comps.xlsx Page 1 of 1
100 YEAR FLOW COMPUTATIONS
DESIGN FLOWS
Project: Riverdale
Stage: Stage 12
Job No. 8554 E12
ROAD NAME Qexcess
Lots Road Reserve Ae5 Ae100 Ae5 tc I Q Ae100 tc I Q
ha ha ha ha ha ha min mm/hr m3/s ha min mm/hr m
3/s m
3/s
SECTION AA - Teller ch521.83 0.837 0.380 0.000 0.000 0.000 0.814 10.7 61.2 0.138 1.028 10.7 131.3 0.375 0.237
SECTION BB - Ballantine ch360.20 2.158 0.935 0.000 1.855 2.310 3.920 19.2 45.6 0.497 4.925 19.2 96.2 1.316 0.820
SECTION CC - Reserve ch69.65 2.607 1.094 0.037 1.855 2.310 4.341 21.3 43.1 0.520 5.459 21.3 90.7 1.375 0.856
COEFFICIENT OF RUNOFF
5 year 100 year
Lots 0.71 0.90
Road Reserve 0.57 0.72
Reserve 0.32 0.41
CATCHMENT AREAS 100 YEAR FLOW
STORM EVENT
UPSTREAM Ae 5 YEAR FLOW
24/06/2016 Overland_Flow_Riverdale_St_12.xlsx Design Flows Design Flows
0.0 1.5 3.0 4.5 6.0 7.5 9.0 10.5 12.0 13.5 15.0
45.34
45.43
45.52
45.62
45.71
45.80
FREEBOARD = 176mm
100 year (1%) storm event
Total discharge = 0.82 cumecs
There is no pipe dischargeOverland / Channel / Watercourse discharge = 0.820 cumecs
Grade = 1 in 200
0.00 0.83 0.00 0.830.00 0.26 0.00 0.260.00 0.11 0.00 0.110.00 0.77 0.00 0.770.00 0.20 0.00 0.200.00 0.08 0.00 0.080.00 0.76 0.00 0.760.00 1.08 0.00 1.080.00 10.30 0.00 10.300.00 10.21 0.00 10.210.00 0.11 0.00 0.110.000 0.020 0.000 0.020
No
1 0.000 45.772 1.800 45.712 0.0302 1.800 45.712 1.950 45.562 0.0123 1.950 45.562 2.250 45.553 0.0124 2.250 45.553 8.150 45.376 0.0135 8.150 45.376 8.450 45.336 0.0126 8.450 45.336 8.600 45.486 0.0127 8.600 45.486 12.450 45.606 0.0308 12.450 45.606 14.000 45.636 0.0149 14.000 45.636 15.000 45.803 0.030
PC-Convey V11.0 (C) Integrity SoftwareThis copy is licensed to: Georgiou Civil Design
0.0 0.6 1.2 1.8 2.4 3.0 3.6 4.2 4.8 5.4 6.0
45.15
45.22
45.29
45.36
45.43
45.50FREEBOARD = 20mm
100 year (1%) storm event
Total discharge = 0.864 cumecs
There is no pipe dischargeOverland / Channel / Watercourse discharge = 0.864 cumecs
Grade = 1 in 278
0.00 0.89 0.00 0.890.00 0.33 0.00 0.330.00 0.24 0.00 0.240.00 0.65 0.00 0.650.00 0.21 0.00 0.210.00 0.15 0.00 0.150.00 0.43 0.00 0.430.00 1.37 0.00 1.370.00 5.87 0.00 5.870.00 5.80 0.00 5.800.00 0.23 0.00 0.230.000 0.035 0.000 0.035
No
1 0.000 45.495 1.750 45.145 0.0352 1.750 45.145 4.250 45.145 0.0353 4.250 45.145 6.000 45.495 0.035
PC-Convey V11.0 (C) Integrity SoftwareThis copy is licensed to: Georgiou Civil Design
0.0 1.6 3.2 4.8 6.4 8.0 9.6 11.2 12.8 14.4 16.0
46.17
46.23
46.29
46.35
46.41
46.47
FREEBOARD = 170mm
100 year (1%) storm event
Total discharge = 0.237 cumecs
There is no pipe dischargeOverland / Channel / Watercourse discharge = 0.237 cumecs
Grade = 1 in 200
0.00 0.26 0.00 0.260.00 0.13 0.00 0.130.00 0.05 0.00 0.050.00 0.75 0.00 0.750.00 0.10 0.00 0.100.00 0.04 0.00 0.040.00 1.06 0.00 N/A0.00 0.35 0.00 0.350.00 6.95 0.00 6.950.00 6.83 0.00 6.830.00 0.05 0.00 0.050.000 0.013 0.000 N/A
Yes
1 0.000 46.469 1.550 46.439 0.0142 1.550 46.439 4.350 46.319 0.0303 4.350 46.319 4.500 46.169 0.0124 4.500 46.169 4.800 46.209 0.0125 4.800 46.209 8.150 46.310 0.0136 8.150 46.310 11.500 46.209 0.0137 11.500 46.209 11.800 46.169 0.0128 11.800 46.169 11.950 46.319 0.0129 11.950 46.319 14.450 46.439 0.030
10 14.450 46.439 16.000 46.469 0.014
PC-Convey V11.0 (C) Integrity SoftwareThis copy is licensed to: Georgiou Civil Design
