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Appendix C - Amended Engineering Plans
Attached to the e-mail MCU17/0551 - Information Response - 20 Trading Post Rd Cooroy.
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OR APPROVED EQUIVALENT
EXISTING SURFACE
REFER DETAIL ON DRG 3307
21.983
2.98
1.49
2.583
1.288
0.89%
99.512
1050(2)
111.88
267.948 E 816.458 100.672 98.459 2.214 99.512 STD MANHOLE 1/T
N 959.345 98.439 2.234 99.489 1350mm DIA
42.637
3.89
1.48
3.704
1.285
54.41
1.84%
98.708
1050(2)
310.585 E 842.920 99.667 97.655 2.012 98.708 STD MANHOLE 1A/T
N 992.777 97.635 2.032 98.685 1350mm DIA
42.779
3.20
1.48
2.843
1.278
92.32
1.08%
1050(2)
PALM LAKE WORKS PTY LTD
98.222
353.363 E 868.249 98.574 97.172 1.402 98.222 PRECAST 1050mm DIA. HEADWALL OUT/T
DESIGN SURFACE
N 1027.250 97.172 1.402 98.222
0.000 E 821.201 100.154 99.636 STD FIELD INLET 1/V
N 967.253 99.135 1.018 99.510 600x900 TYPE 1 'V' GRATE
REFER DETAIL ON DRG 3307
84.0
C 2015
2.24
1.33
0.235
0.147
55.65
1.80%
375 (2)
41.611
98.982
41.611 E 846.229 99.406 98.388 1.018 98.982 STD FIELD INLET 2/V
N 1000.496 98.313 1.093 98.943 600x900 TYPE 1 'V' GRATE
16.541
2.05
1.12
0.316
0.179
81.31
1.23%
98.878
450 (2)
58.153 E 854.759 98.895 98.109 0.786 98.885 STD FIELD INLET 3/V
V
N 1014.668 98.089 0.806 98.771 600x900 TYPE 1 'V' GRATE
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7.446
1.44
1.18
0.202
0.188
0.50%
98.739
450 (2)
200.00
65.598 E 850.385 99.030 98.052 0.978 98.773 STD MANHOLE 4/V
N 1020.694 98.032 0.999 98.523 1050mm DIA
3.409
1.56
1.56
0.201
0.249
0.50%
98.497
450 (2)
200.52
69.007 E 852.898 99.011 98.015 0.996 98.497 HUMEGARD HG15/R GPT/V
N 1023.036 98.015 0.996 98.473 DN450, REFER DETAIL ON DRG
3307
PROJECT
2.980
DISCLAIMER
1.56
1.56
0.202
0.248
0.50%
98.450
450 (2)
200.00
71.987 E 854.491 98.124 98.000 0.124 98.450 CUSTOM HEADWALL OUT/V
N 1025.589 98.000 0.124 98.450
0.000 E 812.067 99.546 99.057 STD FIELD INLET 1/Y
N 1024.166 98.723 0.823 98.971 600x900 TYPE 1 'V' GRATE
85.0
Y
STAGE 3
1.46
0.73
0.058
0.029
59.67
1.68%
29.005
98.850
225 (PVC)
29.005 E 840.985 98.903 98.237 0.666 98.852 STD FIELD INLET 2/W
PALM LAKE RESORT
N 1026.417 98.162 0.741 98.787 600x900 TYPE 1 'V' GRATE
19 TRADING POST ROAD - COOROY
0.000 E 825.978 99.541 99.094 STD FIELD INLET 1/Z
N 1006.484 98.780 0.761 99.005 600x900 TYPE 1 'V' GRATE
CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
85.0
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
1.46
0.50
0.066
0.020
45.98
2.17%
24.950
98.850
PROJECT No.
Z
24.950 E 840.985 98.903 98.237 0.666 98.852 STD FIELD INLET
DRAWING TITLE
2/W
N 1026.417 98.162 0.741 98.787 600x900 TYPE 1 'V' GRATE
16-003302
11.006
1.46
0.91
0.097
0.064
1.00%
98.739
100.05
35.956 E 850.385 99.030 98.052 0.979 98.773 STD MANHOLE 4/V
225(PVC) 300 (PVC)
N 1020.694 98.032 0.999 98.523 1050mm DIA
0.000 E 859.697 98.000 98.300 FIELD INLET 1/ZZ
DRAWING No.
N 1027.973 97.240 0.760 97.727 900x900 RAISED GRATE
3306
ZZ
84.0
1.72
1.72
8.094
0.180
0.274
0.40%
97.657
250.00
450 (2)
8.094 E 867.985 98.419 97.207 1.212 97.657 PRECAST 1050mm DIA. HEADWALL OUT/ZZ
STORMWATER DRAINAGE
LONGITUDINAL SECTIONS
N 1027.991 97.207 1.212 97.657 OUTLET IN WINGWALL
1
REVISION
N.S.C. REF NO. MCU15/0111 & REC15/0031
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