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OPW Civil Plans RFI Response · OPW25/0057
Plans and drawings: the text below has words only, no drawings.
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Original PDF page 17, section 1. The text section number identifies this passage in the reader.
NEW BDY
CL ROAD 1
CL ROAD 1
NEW BDY
RP BDY
B2 KERB
RP BDY
B2 KERB
B2 KERB
B1 KERB
B1 KERB
EXISTING SPOON DRAIN
PATH
PATH
2.5% 2.5% 3.0% 2.5%
3.0% -3.0% 2.5% -3.0% 2.5%
IL105.282 IL109.876
IL105.067 WATER DN150
WATER DN150 IL109.020
STORM DN450 OFFSET 8.4m
IL104.348 OFFSET 7.0m
OFFSET -11.4m STORM DN375
STORM DN450 IL103.686 OFFSET 3.1m
OFFSET 1.4m SEWER DN150
OFFSET 5.7m EASTING 491625.469
EASTING 491605.419 NORTHING 7079026.212
NORTHING 7079082.339 DATUM 105.000
DATUM 100.000
110.695
110.683
110.533
110.443
110.362
110.337
110.362
110.417
110.567
110.597
110.647
110.672
DESIGN
106.176
106.164
106.014
105.924
105.843
105.803
105.953
105.994
106.044
106.086
DESIGN SURFACE
SURFACE
110.486
110.606
110.642
111.132
111.456
111.492
111.528
111.792
111.810
111.954
112.155
112.246
NATURAL
106.579
106.603
106.610
106.736
106.845
106.857
106.863
106.938
107.061
107.205
NATURAL SURFACE
SURFACE
-3.650
-3.150
-3.000
0.000
2.700
3.000
3.300
5.500
5.650
6.852
8.852
9.852
-3.650
-3.150
-3.000
0.000
2.700
3.000
3.150
4.800
6.800
8.500
OFFSET
OFFSET
CH 100.000
CH 40.000
RP BDY
E
CL ROAD 1
NEW BDY
CL ROAD 1
NEW BDY
B2 KERB
B2 KERB
RP BDY
B1 KERB
600 CHNL
B2 KERB
PATH
PATH
EXISTING SPOON DRAIN
REFER ROAD
DETAIL PLANS 2.5% 2.5%
-3.0% 3.0% -3.0% 2.5%
2.5%
IL102.593 IL102.962 IL102.980 IL108.352
WATER DN150 GULLY TO EXSITING FIELD INLET PIT IN
STORM DN600 STORM DN375 WATER DN150
OFFSET 7.5m ADJ. LOT TO BE FILLED AND DIRECTED
IL102.038 OFFSET 8.1m OFFSET 10.4m IL107.223 OFFSET 8.4m
TOWARD PROPOSED ROAD
SEWER DN150 STORM DN375
EASTING 491604.617 OFFSET -3.9m OFFSET 3.0m
EASTING 491617.6
NORTHING 7079101.272
NORTHING 7079044.599
DATUM 99.000 DATUM 104.000
103.838
103.757
103.717
103.867
103.900
103.950
109.167
109.154
109.004
108.914
108.833
108.808
108.833
108.888
109.038
109.068
109.118
109.143
DESIGN DESIGN
SURFACE SURFACE
105.109
104.934
104.915
104.905
104.838
104.762
109.806
109.851
109.864
110.132
110.377
110.413
110.449
110.714
110.732
110.876
111.113
111.231
NATURAL NATURAL
SURFACE SURFACE
0.000
2.700
3.000
3.150
4.471
6.471
-3.650
-3.150
-3.000
0.000
2.700
3.000
3.300
5.500
5.650
6.850
8.850
9.850
OFFSET OFFSET
CH 20.000 CH 80.000
RP BDY
NEW BDY
CL ROAD 1
CL ROAD 1
B2 KERB
RP BDY
B1 KERB
B2 KERB
PATH
PATH
REFER ROAD
DETAIL PLANS 2.5% 3.0% 2.5%
2.5% -3.0%
-3.0%
IL106.370
IL106.966 SEWER DN150
IL106.632 WATER DN150 OFFSET 8.6m
IL102.332 STORM DN450
IL101.970 WATER DN150 IL105.962 OFFSET 7.3m
SEWER DN150 OFFSET -11.8m IL105.444
OFFSET 7.4m STORM DN450
OFFSET -6.1m OFFSET 3.8m SEWER DN150
OFFSET 6.1m
EASTING 491610.509 EASTING 491613.06 IT IS THE RESPONSIBILITY OF THE
NORTHING 7079106.625 NORTHING 7079063.869 CONTRACTOR TO CONTACT THE RELEVANT
DATUM 98.000 DATUM 102.000 AUTHORITIES TO CONFIRM THE LOCATION OF
ALL EXISTING SERVICES PRIOR TO THE
103.370
103.289
103.249
103.399
103.433
103.483
103.508
107.850
107.838
107.688
107.598
107.517
107.477
107.627
107.680
107.730
107.770
COMMENCEMENT OF EXCAVATION
DESIGN DESIGN
SURFACE SURFACE
104.583
104.470
104.451
104.442
104.355
104.000
103.731
108.203
108.276
108.297
108.732
108.886
108.890
108.892
108.920
108.929
108.937
NATURAL NATURAL
SURFACE SURFACE SCALE 1:100 (A1) - 1:200 (A3)
0.000
2.700
3.000
3.150
4.500
6.500
7.500
-3.650
-3.150
-3.000
0.000
2.700
3.000
3.150
5.298
7.298
8.874
Check all dimensions before commencement of work.
OFFSET OFFSET Check Site boundary dimensions from the Title plans
Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing,
CH 11.967 ROAD 1 CONTROL LINE CROSS SECTIONS CH 60.000 the location, depth and extent of underground or overhead
services are to be confirmed and protected on site by the
contractor prior to commencement of works.
Approved
Checked - CT Drawing title - Project - PROPOSED 1 INTO 3 Site - Project No. 233467 Sheet No. C220
E 17/06/2025 RFI STORMWATER AMENDMENTS SK
Design - SK Drawn - SK D 24/03/2025 UPDATED PROJECT NAME SK ROAD 1 CROSS SECTIONS - SHEET 1 DEVELOPMENT 62 LAKE MACDONALD DRIVE, Digital Ref :
C220-C221 ROAD 1 CROSS
SECTIONS Issue : E
C 14/03/2025 UPDATED LOT LAYOUT SK
Scales - AS SHOWN B 20/09/2024 ISSUE FOR APPROVAL SK COVEY ASSOCIATES PTY LTD 124 DUPORTH AVENUE Client -
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