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Appendix A - Engineering Design Plans - 2 of 2 · OPW25/0057
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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
0.000
2.700
3.000
3.300
5.500
5.650
6.852
8.852
9.852
-3.650
-3.150
-3.000
-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
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% -5.0% 2.5%
-3.0% 3.0% -3.0% 2.5%
2.5%
IL102.962
STORM DN600
OFFSET 8.1m IL108.352
GULLY TO EXSITING FIELD INLET PIT IN
IL102.593 WATER DN150
ADJ. LOT TO BE FILLED AND DIRECTED
IL102.038 WATER DN150 IL107.223 OFFSET 8.4m
TOWARD PROPOSED ROAD
SEWER DN150 OFFSET 7.5m 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
103.900
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
104.724
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
7.471
-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
2.5% 3.0% 2.5%
DETAIL PLANS 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)
-3.650
-3.150
-3.000
0.000
2.700
3.000
3.150
4.500
6.500
7.500
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
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 : D
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 See the original
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Section 2
-
NOOSA COUNCIL COOROY This Document is copyright and shall not be copied
A 10/01/24 ISSUE FOR CLIENT REVIEW SK
ABN 59 137 305 992 PO BOX 16 without written approval, nor shall it be used except
Document Stage - APPROVAL (07) 5443 7777 MAROOCHYDORE QLD 4558 for the Development and the Site Specified.
Issue Date Description By [email protected]
c:\12dS\data\12DSERVER\233467_2957\DWG Covey\OPW\Uncontrolled\C220-C221 ROAD 1 CROSS SECTIONS.dwg Plot 25 March 2025 - 5:27 PM
Section 3
CL ROAD 1
NEW BDY
RP BDY
B2 KERB
600 CHNL
CL ROAD 1
B2 KERB
B2 KERB
NEW BDY
B1 KERB
RP BDY
PATH
PATH
2.5% 3.0% 2.7% 2.5%
-3.0% 2.5% 2.5% 2.5%
3.0% -3.0%
IL115.481 IL117.240
WATER DN150 WATER DN150
IL114.547 OFFSET 8.4m
OFFSET 8.4m
STORM DN375
OFFSET 3.0m
EASTING 491649.075 EASTING 491672.167
NORTHING 7078971.051 NORTHING 7078917.094
DATUM 111.000 DATUM 113.000
117.980
117.967
117.817
117.727
117.646
117.606
117.756
117.798
117.848
117.873
116.314
116.302
116.152
116.062
115.981
115.950
115.973
115.993
116.143
116.213
116.263
116.288
DESIGN DESIGN
SURFACE SURFACE
118.918
118.954
118.965
119.204
119.443
119.469
119.483
119.629
119.806
119.894
117.234
117.260
117.268
117.390
117.496
117.508
117.519
117.551
117.553
117.596
117.658
117.695
NATURAL NATURAL
SURFACE SURFACE
0.000
2.700
3.000
3.150
4.800
6.800
7.800
-3.650
-3.150
-3.000
0.000
2.700
3.000
3.300
4.131
4.281
6.856
8.856
9.856
-3.650
-3.150
-3.000
OFFSET OFFSET
CH 160.000 CH 218.691
NEW BDY
CL ROAD 1
RP BDY
B2 KERB
600 CHNL
B2 KERB
CL ROAD 1
RP BDY
B2 KERB
PATH
B1 KERB
RNAROUND
2.5% 3.0% -3.0% 2.5% 2.6% 2.5% TEE-HEAD TU
2.5% 3.0% -3.0%
IL113.863
WATER DN150 IL117.257
OFFSET 8.4m WATER DN150
IL112.645 OFFSET 8.4m
STORM DN375 CONCRETE CARPARK
OFFSET 3.1m
EASTING 491664.813
EASTING 491641.207
NORTHING 7078934.277
NORTHING 7078989.438
DATUM 109.000 DATUM 113.000
117.793
117.781
117.631
117.541
117.460
117.420
117.445
114.693
114.681
114.531
114.441
114.360
114.331
114.355
114.377
114.527
114.593
114.643
114.668
DESIGN DESIGN
SURFACE SURFACE
118.971
119.006
119.016
119.226
119.478
119.511
119.543
115.079
115.091
115.094
115.166
115.233
115.240
115.248
115.271
115.275
115.337
115.380
115.401
NATURAL NATURAL
SURFACE SURFACE
0.000
2.700
3.000
3.300
-3.650
-3.150
-3.000
0.000
2.700
3.000
3.300
4.202
4.352
6.854
8.854
9.854
-3.650
-3.150
-3.000
OFFSET OFFSET
CH 140.000 CH 200.000
NEW BDY
CL ROAD 1
NEW BDY
B2 KERB
CL ROAD 1
RP BDY
RP BDY
B1 KERB
B2 KERB
600 CHNL
B2 KERB
PATH
PATH
2.5% 3.0% 4.2% 2.5%
-3.0% 2.5% 3.0% 2.5%
-3.0% 2.5%
IL111.790
IL116.517
WATER DN150
IL110.816 WATER DN150
OFFSET 8.4m
STORM DN375 IL115.437 OFFSET 8.4m
OFFSET 3.3m STORM DN375
OFFSET 3.0m
EASTING 491633.338 EASTING 491656.944
NORTHING 7079007.825 NORTHING 7078952.664
DATUM 107.000 DATUM 112.000
IT IS THE RESPONSIBILITY OF THE
112.622
112.610
112.460
112.370
112.289
112.249
112.399
112.486
112.536
112.602
117.347
117.334
117.184
117.094
117.013
116.988
117.013
117.068
117.218
117.248
117.298
117.323
DESIGN DESIGN CONTRACTOR TO CONTACT THE RELEVANT
SURFACE SURFACE AUTHORITIES TO CONFIRM THE LOCATION OF
ALL EXISTING SERVICES PRIOR TO THE
COMMENCEMENT OF EXCAVATION
112.733
112.736
112.737
112.757
112.775
112.777
112.778
112.781
112.768
112.167
118.382
118.402
118.408
118.515
118.608
118.618
118.628
118.704
118.709
118.750
118.839
118.889
NATURAL NATURAL
SURFACE SURFACE
-3.650
-3.150
-3.000
-3.650
-3.150
-3.000
0.000
2.700
3.000
3.150
5.239
7.239
9.853
0.000
2.700
3.000
3.300
5.500
5.650
6.857
8.857
9.857
OFFSET OFFSET SCALE 1:100 (A1) - 1:200 (A3)
Check all dimensions before commencement of work.
CH 120.000 CH 180.000 Check Site boundary dimensions from the Title plans
Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing,
the location, depth and extent of underground or overhead
ROAD 1 CONTROL LINE CROSS SECTIONS 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. C221
Design - SK Drawn - SK D 24/03/2025 UPDATED PROJECT NAME SK ROAD 1 CROSS SECTIONS - SHEET 2 DEVELOPMENT 62 LAKE MACDONALD DRIVE, Digital Ref :
C220-C221 ROAD 1 CROSS
SECTIONS Issue : D
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 -
NOOSA COUNCIL COOROY This Document is copyright and shall not be copied
A 10/01/24 ISSUE FOR CLIENT REVIEW SK
ABN 59 137 305 992 PO BOX 16 without written approval, nor shall it be used except
Document Stage - APPROVAL (07) 5443 7777 MAROOCHYDORE QLD 4558 for the Development and the Site Specified.
Issue Date Description By [email protected]
c:\12dS\data\12DSERVER\233467_2957\DWG Covey\OPW\Uncontrolled\C220-C221 ROAD 1 CROSS SECTIONS.dwg Plot 25 March 2025 - 5:27 PM
Section 4
MACDONALD DRIVE
IT IS THE RESPONSIBILITY OF THE
NEW BDY
SM3 KERB
CONTRACTOR TO CONTACT THE RELEVANT
AUTHORITIES TO CONFIRM THE LOCATION OF
CL LAKE
ALL EXISTING SERVICES PRIOR TO THE
EX EOB
COMMENCEMENT OF EXCAVATION
1 in 4
2.5%
1.4%
CUTLINE
IL101.837
STORM DN600
OFFSET 6.0m
EASTING 491541.468
NORTHING 7079111.052
DATUM 98.000
103.355
103.458
103.608
103.608
103.690
103.715
104.715
DESIGN
SURFACE
103.355
103.730
103.794
103.820
104.590
104.748
105.282
NATURAL
SURFACE
10.700
11.700
15.700
0.000
7.200
7.360
7.425
OFFSET
MACDONALD DRIVE
CH 140.000
NEW BDY
SM3 KERB
CL LAKE
CUTLINE
MACDONALD DRIVE
PATH
EX EOB
SM3 KERB
2.5%
CL LAKE
-0.2%
CUTLINE
0.8%
EX EOB
1.6% 2.5%
IL100.908
EXISTING STORM DN600
IL102.940 OFFSET 6.5m
STORM DN600 EASTING 491575.175
OFFSET 7.2m
NORTHING 7079132.497
EASTING 491523.695 DATUM 97.000
NORTHING 7079101.886
102.886
102.912
102.935
102.932
103.082
103.082
103.114
103.176
103.189
DATUM 99.000 DESIGN
SURFACE
103.981
104.028
104.071
104.221
104.221
104.233
DESIGN
102.886
102.911
102.905
103.058
103.062
103.064
103.100
103.570
103.592
SURFACE NATURAL
SURFACE
103.981
104.029
103.601
103.569
103.556
103.612
NATURAL
0.000
3.122
6.039
8.039
8.199
8.264
9.539
12.039
12.539
SURFACE
OFFSET
0.000
2.966
5.600
5.760
5.825
6.325
OFFSET
CH 180.000
MACDONALD DRIVE
CH 120.000
MACDONALD DRIVE
NEW BDY
SM3 KERB
CL LAKE
PATH
EX EOB
CL LAKE
1 in 6.5
CUTLINE
EX EOB
2.5%
1.8%
CUTLINE
2.5%
IL101.294
EXISTING STORM DN600
EASTING 491505.593 EASTING 491558.779 OFFSET 5.4m
NORTHING 7079093.386 NORTHING 7079121.064
DATUM 101.000 DATUM 98.000
104.738
104.802
104.830
103.000
103.106
103.142
103.292
103.292
103.324
103.387
103.399
DESIGN DESIGN
SURFACE SURFACE
104.738
104.802
104.737
103.000
103.225
103.271
103.275
103.277
103.703
104.317
104.353
NATURAL NATURAL
SURFACE SURFACE
0.000
2.588
3.718
0.000
5.784
7.784
7.944
8.009
9.284
11.784
12.284
OFFSET OFFSET
Check all dimensions before commencement of work.
CH 100.000 CH 160.000 Check Site boundary dimensions from the Title plans
Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing,
LAKE MACDONALD DRIVE CONTROL LINE CROSS SECTIONS SCALE 1:100 (A1) - 1:200 (A3) 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. C222
Design - SK Drawn - SK D 24/03/2025 UPDATED PROJECT NAME SK LAKE MACDONALD DR CROSS DEVELOPMENT 62 LAKE MACDONALD DRIVE, Digital Ref :
C222-C223 LAKE MACDONALD
DR CROSS SECTIONS Issue : D
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 SECTIONS - SHEET 1 Client -
NOOSA COUNCIL COOROY This Document is copyright and shall not be copied
A 10/01/24 ISSUE FOR CLIENT REVIEW SK
ABN 59 137 305 992 PO BOX 16 without written approval, nor shall it be used except
Document Stage - APPROVAL (07) 5443 7777 MAROOCHYDORE QLD 4558 for the Development and the Site Specified.
Issue Date Description By [email protected]
c:\12dS\data\12DSERVER\233467_2957\DWG Covey\OPW\Uncontrolled\C222-C223 LAKE MACDONALD DR CROSS SECTIONS.dwg Plot 25 March 2025 - 5:27 PM
Section 5
IT IS THE RESPONSIBILITY OF THE
MACDONALD
CUTLINE
CONTRACTOR TO CONTACT THE RELEVANT
EX EOB
CL LAKE
AUTHORITIES TO CONFIRM THE LOCATION OF
DRIVE
ALL EXISTING SERVICES PRIOR TO THE
COMMENCEMENT OF EXCAVATION
-2.7% -2.7%
EASTING 491653.426
NORTHING 7079194.754
DATUM 100.000
105.914
105.837
105.788
105.773
DESIGN
SURFACE
105.914
105.848
105.774
105.773
NATURAL
SURFACE 0.000
2.855
4.711
4.756
OFFSET
MACDONALD DRIVE
CUTLINE CH 280.000
EX EOB
CL LAKE
-2.2% -2.2% -1.0%
EASTING 491637.8
NORTHING 7079182.272
DATUM 99.000
104.998
104.933
104.868
104.857
DESIGN
SURFACE
104.998
104.943
104.885
104.857
NATURAL
SURFACE
0.000
2.924
5.848
6.885
OFFSET
CH 260.000
MACDONALD DRIVE
CUTLINE
EX EOB
CL LAKE
PATH
-4.2% -4.2% -1.0%
EASTING 491622.136
NORTHING 7079169.836
DATUM 98.000
104.122
103.916
103.794
103.785
103.760
103.757
DESIGN
SURFACE
104.122
103.917
103.962
103.947
103.854
103.757
NATURAL
SURFACE
0.000
4.865
7.772
8.666
11.166
11.442
OFFSET
Check all dimensions before commencement of work.
CH 240.000 Check Site boundary dimensions from the Title plans
Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing,
LAKE MACDONALD DRIVE CONTROL LINE CROSS SECTIONS SCALE 1:100 (A1) - 1:200 (A3) 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. C223
Design - SK Drawn - SK D 24/03/2025 UPDATED PROJECT NAME SK LAKE MACDONALD DR CROSS DEVELOPMENT 62 LAKE MACDONALD DRIVE, Digital Ref :
C222-C223 LAKE MACDONALD
DR CROSS SECTIONS Issue : D
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 SECTIONS - SHEET 2 Client -
NOOSA COUNCIL COOROY This Document is copyright and shall not be copied
A 10/01/24 ISSUE FOR CLIENT REVIEW SK
ABN 59 137 305 992 PO BOX 16 without written approval, nor shall it be used except
Document Stage - APPROVAL (07) 5443 7777 MAROOCHYDORE QLD 4558 for the Development and the Site Specified.
Issue Date Description By [email protected]
c:\12dS\data\12DSERVER\233467_2957\DWG Covey\OPW\Uncontrolled\C222-C223 LAKE MACDONALD DR CROSS SECTIONS.dwg Plot 25 March 2025 - 5:27 PM
Section 6
29
30
REMOVE EXISTING
PATH AND KERB RAMP.
105
TOPSOIL AND TURF TO
C240 14
13
12
3
2
1
DISTURBED AREA 32
31
11
10
5
4
C241 C242 C243
33
6
2.5m
34
SAWCUT LINE OF 7
EXISTING PATH REPLACE SECTION OF KERB (16.6m)
8
9
FROM OLD TO NEW KERB RAMP 25 15
24 16
REPLACE EXISTING 23 17
PATH WITH NEW 2.5m 22 18
WIDE PATH IN
20
21 19
103
ACCORDANCE WITH
NSC STD DRG RS-065 REMOVE KERB AND JOIN NEATLY
TO EXISTING PAVEMENT. KEY MAP
104
REFER DETAIL ON SHEET C260
DIANELLA CT OUTLET SUBSOIL DRAIN
PROPOSED KERB 0 6 TO EXISTING STW PIT 106
RAMPS IN
JOIN TO EXISTING 2m CH 0.00 X1 IT IS THE RESPONSIBILITY OF THE
ACCORDANCE WITH WIDE CONCRETE PATH 7 CONTRACTOR TO CONTACT THE RELEVANT
IN ACCORDANCE WITH 10 AUTHORITIES TO CONFIRM THE LOCATION OF
NSC STD DRG SD:9006
NSC STD DRG RS-065 DANGER: LIVE ELECTRICAL. 1 1 ALL EXISTING SERVICES PRIOR TO THE
103 2 X4 COMMENCEMENT OF EXCAVATION
CONFIRM LEVELS PRIOR TO B
PROPOSED ROAD ER
EXCAVATION OF NEW ROAD M1K
NAME SIGN
14
M1 KERB 13
103
CL
3
4
6
SAG 7.02
10
12
2.5m
2.5m
RSK001 REFER C224 FOR LONG SCETION
5
10 28
R10m
4 EXISTING TREE
11 SP176968
R10m TO BE REMOVED
REMOVE EXISTING PATH B1
B2 KERB
K& LEGEND
103 3 RSK002 REFER C224 FOR LONG SCETION
C EXISTING STORMWATER
X2 PIPE TO BE REMOVE CONSTRUCT PIT 1/J OVER EXISTING
ROAD
5 STORMWATER LINE (DIVERTING TO PIT 4/A)
105
AND REMOVE DOWNSTREAM SECTION OF PIPE PROPOSED ROAD PAVEMENT
106
10 02
TC 13.9
1
PROPOSED ROAD WIDENING
103
EXISTING DRAINAGE
106
2
X2 PROPOSED CONCRETE FOOTPATH 125mm THICK
EASEMENT
REFER ROAD 1 DETAIL PLAN - SHEET 2 FOR CONTINUATION
SL72 MESH 32MPa REFER C260 FOR DETAILS
CT 34.781
TC 56.884
CH 40.000
REPLACE EXISTING PATH WITH NEW
4m
0 PROPOSED CONCRETE DRIVEWAY &
2.5m WIDE PATH IN ACCORDANCE 1 .00
WITH NSC STD DRG RS-065 J H 20 CARPARKING 175mm THICK SL82 MESH 32MPa
DRIVEWAY CROSSING AS PER C
REFER C260 FOR DETAILS
RP BDY NSC STD DRG RS-051 RP BDY
BIORETENTION BASIN FILTER SURFACE
6
LANDSCAPE BUFFER REFER LANDSCAPE PLANS
PROPOSED 1m WIDENING FOR DETAILS
LANDSCAPE BUFFER
TO INSIDE CURVE
PROPOSED STORMWATER DRAINAGE
6.489m
6.491m
4m
R15m PROPOSED SEWER MAIN
1
L 103 7 PROPOSED SEWER MAIN MAINTENANCE HOLE
106
107
PROPOSED SEWER MAIN MAINTENANCE SHAFT
PROPOSED WATER MAIN
3m
B2 KERB
8 PROPOSED WATER VALVE
6 9 PROPOSED FIRE HYDRANT
A
3m
7 EXISTING STORMWATER DRAINAGE
A
18m
EXISTING WATER MAIN
900 ROAD 1
PROPOSED BIORETENTION EXISTING COMMUNICATIONS CABLES
BASIN REFER SHEET
EXISTING UNDERGROUND ELECTRICAL
104
C360-C361 FOR DETAILS
3m
3.5m
EXISTING OVERHEAD ELECTRICAL
B1 K&C
INTERFACE / CHANGE OF GRADE
EXISTING SITE BOUNDARY
1.8m
1.8m
EXISTING TREES
10 DESIGN SURFACE CONTOURS (250mm INTERVALS)
2m
1 10 EXISTING SURFACE CONTOURS (250mm INTERVALS)
ALIGNMENT
B
SEWER
2.75m
2.75m
1.7m
ALIGNM R
ENT
RP BDY
TE
1.5m WA
PROPOSED 900x600
5
103
10
FIELD INLET FOR LOT 1
STW CONNECTION LOT 1
SCALE 1:100 (A1) - 1:200 (A3)
PROPOSED 2m WIDE ENERGY SERVICE PROVIDERS TELECOMMUNICATIONS
CONCRETE FOOTPATH AGL SERVICE PROVIDERS elstra
ERGON. AUSTRALIA Check all dimensions before commencement of work.
GENERALLY IN ACCORDANCE ENERGY
energex Telstra visionstream Check Site boundary dimensions from the Title plans
WITH IPWEA STD DRG RS-065
AND NSC ADDENDUMS
origin
NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM
OPTUS
NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM
WARNING: OPTIC FIBRE Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing,
PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED EXTREME CARE TO BE TAKEN WHILE EXCAVATING IN THE
PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED the location, depth and extent of underground or overhead
PRIOR TO START OF CONSTRUCTION. PHONE DBYD PRIOR TO START OF CONSTRUCTION. PHONE DBYD VICINITY OF OPTIC FIBRE CABLES. LOCATIONS ARE TO
services are to be confirmed and protected on site by the
SERVICE LOCATIONS ON 1100 FOR DETAILS. SERVICE LOCATIONS ON 1100 FOR DETAILS. BE CONFIRMED PRIOR TO START OF CONSTRUCTION.
contractor prior to commencement of works.
Approved
6
Checked - PROPOSED 1 INTO 3
10
CT Drawing title - Project - Site - Project No. 233467 Sheet No. C240
Design - SK Drawn - SK D 24/03/2025 UPDATED PROJECT NAME SK ROAD 1 DETAIL PLAN - SHEET 1 DEVELOPMENT 62 LAKE MACDONALD DRIVE, Digital Ref :
C240-C243 ROAD 1 DETAIL
PLANS Issue : D
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 -
NOOSA COUNCIL COOROY This Document is copyright and shall not be copied
A 10/01/24 ISSUE FOR CLIENT REVIEW SK
ABN 59 137 305 992 PO BOX 16 without written approval, nor shall it be used except
Document Stage - APPROVAL (07) 5443 7777 MAROOCHYDORE QLD 4558 for the Development and the Site Specified.
Issue Date Description By [email protected]
c:\12dS\data\12DSERVER\233467_2957\DWG Covey\OPW\Uncontrolled\C240-C243 ROAD 1 DETAIL PLANS.dwg Plot 25 March 2025 - 5:27 PM
The text continues on section 7.
Used in these records
Appendix A - Engineering Design Plans - 2 of 2.pdfRelated documentApplication case desk ↗
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