Council archive · source document
Approved Plans MCU22-0144 & OPW22-0207 · MCU22/0144
Plans and drawings: the text below has words only, no drawings.
NOOSA COUNCIL APPROVED PLAN MCU22/0144 & OPW22/0207 7 FEB 2023 UNITS 1,2 & 3 GFA; 99.0sqm each UNITS 5 & 6 GFA; 99.0sqm each UNITS 4 & 7; GFA; 99.9sqm each UNITS 8, 9 & 10 GFA; 99.0sqm each 9,000 4,630 190 5,960 90 6,534 25,290 90 6,135 190 6,135 190 6,135 190 6,135 90 6,535 12,070 6,044 0 5,400 7,750 5,400 7.0 .0 0 0 6. . 2 4. 0 15 3. 11 11 smh 11 11 76344 94°15' 1 11 1800h timber paling fence 8.0 1,000 2,000 retaining to eng. detail 11 300 2,900 3,500 retaining to eng. detail visitor visitor D.P D.P D.P 190 turf block SL 112.26 D.P 190 90 4,190 190 U3 SL 114.07 200 D.P D.P 1,000 6,494 D.P garage court court court D.P 90 screen FL 116.7 FL 114.1 clothes wall clothes clothes court clothes garage U10 terrace court 6,485 184°15' drying drying drying drying living 3,000 bins D.P D.P D.P D.P D.P D.P D.P D.P 6,585 2550 ceiling retaining 2,205 privacy screen privacy screen e 4°15' st raised garden terrace terrace terrace terrace clothes D.P 3,355 up dining drying 0 living living living living pr 1. kitchen D.P 190 190 U2 11 la screen kauri st 2550 ceiling 2550 ceiling 2550 ceiling 2550 ceiling bins wall D.P garage D.P D.P D.P D.P 190 U9 terrace 4,290 new footpath FL 113.8 6,000 90 5,960 FL 116.4 3,100 28000 28000 garage court 6,585 sewer line dining kit kit dining dining kit kit dining living bins D.P 20,315 7.0 90 6,585 retaining 2550 ceiling 11 st raised pa pa pa pa e terraced retaining to eng. detail pdr pdr pdr pdr 10,250 garden SL 112.08 clothes D.P up dining drying pr kitchen D.P la la la la 190 U1 bins la D.P D.P D.P garage U4 U5 U6 U7 D.P D.P 190 FL 113.5 U8 terrace opening 5 5,960 2,900 FL 116.1 6,000 garage 0. garage garage garage garage 6,485 court 11 bins living e 3,450 e e e D.P 6,585 2550 ceiling 1800h timber paling fence retaining st raised bins bins bins bins e garden D.P up D.P D.P D.P D.P D.P 1,360 90 kitchen dining pr 190 3,000 90 opening bins la D.P D.P D.P 5,540 crossover to SL 114.71 SL 113.36 SL 112.69 SL 111.98 NSC standard detail 2,800 5,686 driveway 4,185 visitor 6,000 bio retention basin garden .0 700 700 1,086 1800h timber paling fence 0 0 76344 274°15' . 0 5 0 . 6. 0 11 13 12 1. 4. 11 1 11 1 11 7,800 11,170 900 6,534 25,290 6,500 5,400 BLOCK A BLOCK B BLOCK C floor levels as noted FL112.8 FL112.15 building platform RL112.57 building platform RL111.92 Site Cover; 252.6sqm Site Cover; 378.5sqm Site Cover; 261.0sqm no. date amendments master site plan B Dec 22 Re-design BLOCK A ground floor block A; lower ground floor Client Location Drawing Scale Drawn 0 2000 5000 10000 20000 MASTER SITE PLAN SUNSHINE GROVE PTY. LTD. 1:200 @ A2 AM 9 KAURI STREET GROUND FLOOR scale 62 hilton terrace Project COOROY Drawing no. Page Date noosaville (07) 5449 9066 PROPOSED 10 UNIT 09.0622.1.2B [email protected] QBSA reg. 65073 DEVELOPMENT 1.2B JUNE 2022
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Page 2
NOOSA COUNCIL
APPROVED PLAN
MCU22/0144 & OPW22/0207
7 FEB 2023
26,490 9,725 8,280 6,044
9,000 10,870 5,934 90 6,735 190 6,135 190 6,135 190 6,736 90 6,835 1,500 1,390
0
.0
7.0
.0 .0
0
6.
5 3 2
4.
2,000
11 11 11
11
smh
11
11
76344 94°15'
8.0
11
3,500
D.P D.P D.P
D.P
D.P
90
U3
6,705
gate D.P D.P
terrace e
8,590
living bed 1
90
court FL 116.7 bath
2550 ceiling 600
6,585
bed 1
184°15'
D.P
68sqm
wc
D.P
clothes 2400 ceiling
6,585
D.P
drying dining dn
600
colourbond roof
U10
4°15'
kitchen
void
screen
stair slatted screen slatted screen
D.P
10°
D.P
wall up D.P D.P D.P D.P
600
0
lounge bed 2
1.
D.P
D.P
190
U2 600
11
kauri st
gate D.P
terrace e bed 1 bed 1 bed 1 bed 1
living bed 1 D.P
190
new footpath court FL 116.4
2400 ceiling 2400 ceiling 2400 ceiling 2400 ceiling
28000
28000
2550 ceiling colourbond roof bath
6,585
sewer line
bed 1 10°
D.P
68sqm D.P D.P D.P
10° wc
D.P
20,315
7.0
clothes wc wc wc wc
2400 ceiling
D.P
6,585
drying dining dn
lounge lounge lounge
11
kitchen stair lounge
U9 D.P
void
screen bath bath bath bath
D.P
wall up
lounge bed 2
D.P
D.P
190
U1
D.P D.P D.P
D.P
gate
terrace e
living bed 1 D.P
190
bed 2 bed 2 bed 2 bed 2
court
5
FL 116.1 600 bath
0.
2550 ceiling
6,585
bed 1
11
1,000
D.P
68sqm D.P D.P D.P D.P
clothes slatted screen slatted screen 600 wc
D.P
2400 ceiling
6,585
D.P
drying dining
kitchen
dn
stair U4 U5 10°
U6 U7 U8
D.P
void
screen colourbond roof
D.P
wall up
lounge bed 2
90
600
8,800
90
D.P D.P
crossover to
5,686
NSC standard detail
4,185
7,800 11,170 6,833 1,945 9,950 2,700 11,895 6,835 9,970 1,200 6,044
.0
0
76344 274°15' .0
5 .0
0
6.
0
11 3 2
1.
4.
11
11
11
11
11
BLOCK A BLOCK B BLOCK C
floor levels as noted FL115.65 FL115.0
no. date amendments master site plan
B Dec 22 Re-design BLOCK A
first floor
block A; ground floor
Client Location Drawing Scale Drawn
0 2000 5000 10000 20000 MASTER SITE PLAN
SUNSHINE GROVE PTY. LTD. 1:200 @ A2 AM
9 KAURI STREET FIRST FLOOR
scale 62 hilton terrace Project COOROY Drawing no. Page Date
noosaville (07) 5449 9066 PROPOSED 10 UNIT 09.0622.1.3B
[email protected] QBSA reg. 65073 DEVELOPMENT 1.3B JUNE 2022
Page 3
NOOSA COUNCIL
APPROVED PLAN
MCU22/0144 & OPW22/0207
7 FEB 2023
0
.0
7.0
.0 .0
0
6.
5 3 2
4.
11 11 11
11
11
11
8.0
11
2,900
600
600
600
D.P
top of roof ba
600 5,444
RL123.0
max 7.45m above natural ground 32sqm
D.P
lounge dn void
U3
bed 2
2400 ceiling
FL 119.55
U10
0
1.
600
11
kauri st
600
D.P
ba
top of roof
colourbond roof
RL122.7 20° roof pitch
7.0
32sqm
D.P
max 7.70m above natural ground lounge colourbond roof colourbond roof
dn void 20° roof pitch 20° roof pitch
11
bed 2
U2 2400 ceiling
FL 119.25
U4 U5 U6 U7 U9 600
top of roof
600 RL118.31
max 7.51m above natural ground
D.P
600
ba
5
600
0.
U8
11
32sqm
D.P
600
lounge dn
bed 2 void eaves RL120.3
U1 2400 ceiling
FL 118.95 6.35m above natural ground
eaves RL121.35
7.15m above natural ground
top of roof top of roof
3,585 600
RL122.4 RL119.74 top of roof
max 7.85m above natural ground max 7.29m above natural ground
RL118.67
max 7.57m above natural ground
.0
0
5 .0 .0
0
6.
0
11 3 2
1.
4.
11
11
11
11
11
BLOCK A BLOCK B BLOCK C
floor levels as noted
no. date amendments master site plan
B Dec 22 Re-design BLOCK A
roof plan
block A; first floor
Client Location Drawing Scale Drawn
0 2000 5000 10000 20000 MASTER SITE PLAN
SUNSHINE GROVE PTY. LTD. 1:200 @ A2 AM
9 KAURI STREET ROOF PLAN
scale 62 hilton terrace Project COOROY Drawing no. Page Date
noosaville (07) 5449 9066 PROPOSED 10 UNIT 09.0622.1.4B
[email protected] QBSA reg. 65073 DEVELOPMENT 1.4B JUNE 2022
Page 4
NOOSA COUNCIL
APPROVED PLAN - workmanship and materials shall be in accordance
MCU22/0144 & OPW22/0207 with relevant current s.a.a codes and statutory
authorities requirements
7 FEB 2023 - all dimensions and levels to be checked on site by
builder before commencing work
colourbond custom orb roofing @ 20° - do not scale drawings
aluminium slatted screen. pvc gable vent colourbond quad gutter &
powdercoat finish fascias Hardies fibrecement Axent
window surround
Hardies fibrecement Axent
window surround colourbond custom orb roofing @ 20°
2 3 1
2,400
2
FL115.65
2,850
2 1 2
FL112.8
powdercoated panelift
garage door U4 U5 U6 U7 powdercoated batten privacy screen
U7 aluminium framed windows.
powdercoat finish
Hardie Linea 180mm fibrecement
south elevation west elevation
3,000 sheet cladding. paint finish
colourbond custom orb roofing @ 20°
aluminium slatted screen. colourbond quad gutters & fascias
powdercoat finish
3 Breezway louvres
2,400
1 2 1
FL115.65
2,850
4 4
natural ground
1
FL112.8
rendered & painted block screen
U7 U6 U5 U4 alum. framed sliding door.
powdercoat finish
natural ground U4 powdercoated batten privacy screen
north elevation Hardie Linea 180mm fibrecement
sheet cladding. paint finish
east elevation
elevations- block B Colour Schedule
Linea weatherboards;
Axent window surrounds; White
1 Haymes Heritage Palette; Regency.
timber posts; White
0 5 10 powdercoated slatted screens; pearl white
Linea weatherboards; aluminium framed doors & windows; pearl white
2 Haymes Heritage Palette; Koala Grey. colourbond roof; shale grey
Linea weatherboards; gutters, fascias & downpipes; shale grey
3 Haymes Heritage Palette; Spuce. soffits; dulux lexicon half sw1g2
no. date amendments
downpipes; match wall colour
Rendered blockwork;
4 Dulux; Diffused Grey garage doors; surf mist
B Dec 22 Re-design BLOCK A
Client Location Drawing Scale Drawn
SUNSHINE GROVE PTY. LTD. ELEVATIONS AM 1:100@A2
9 KAURI STREET BLOCK B
Project COOROY Drawing no. Page Date
62 hilton terrace QBSA reg. 65073 PROPOSED 10 UNIT
09.0622.1.6B JUNE 2022
noosaville (07) 5449 9066
[email protected]
DEVELOPMENT 1.6B
Page 5
NOOSA COUNCIL
APPROVED PLAN - workmanship and materials shall be in accordance
with relevant current s.a.a codes and statutory
MCU22/0144 & OPW22/0207 authorities requirements
- all dimensions and levels to be checked on site by
7 FEB 2023 builder before commencing work
3,500 - do not scale drawings
Hardie Linea 180mm fibrecement
sheet cladding. paint finish
pvc gable vent colourbond custom orb roofing @ 20°
4,185 colourbond quad gutters & fascias
southern boundary line
northern boundary line
Hardies fibrecement Axent
2,400
window surround
2 3 1 1 FL115.00
Breezway louvres
2,850
rendered &
painted blockwork 4 4 4 100x100 dressed hw post.
paint finish
FL112.15
alum. framed sliding door.
powdercoat finish
natural ground
U8 U9 U10 U10
compacted fill to eng. detail Hardie Linea 180mm fibrecement
east elevation sheet cladding. paint finish
north elevation
colourbond custom orb roofing @ 20° colourbond custom orb roofing @ 20°
colourbond fascias & flashings
3,500 4,185
northern boundary line
eastern boundary line
southern boundary line
2,400
1 3 2
FL115.00
2
2,850
4
FL112.15
natural ground
U10 U9 U8 retaining to eng. detail
west elevation
powdercoated panelift 2,900 powdercoated batten screen reinforced conc block base
garage door to bin enclosure
U8
Hardie Linea 180mm fibrecement
sheet cladding. paint finish
south elevation
elevations- block C Colour Schedule
Linea weatherboards;
Axent window surrounds; White
1 Haymes Heritage Palette; Regency.
timber posts; White
0 5 10 powdercoated slatted screens; pearl white
Linea weatherboards; aluminium framed doors & windows; pearl white
2 Haymes Heritage Palette; Koala Grey. colourbond roof; shale grey
Linea weatherboards; gutters, fascias & downpipes; shale grey
3 Haymes Heritage Palette; Spuce. soffits; dulux lexicon half sw1g2
no. date amendments
downpipes; match wall colour
Rendered blockwork;
4 Dulux; Diffused Grey garage doors; surf mist
B Dec 22 Re-design BLOCK A
Client Location Drawing Scale Drawn
SUNSHINE GROVE PTY. LTD. ELEVATIONS AM 1:100@A2
9 KAURI STREET BLOCK C
Project COOROY Drawing no. Page Date
62 hilton terrace QBSA reg. 65073 PROPOSED 10 UNIT
09.0622.1.7B JUNE 2022
noosaville (07) 5449 9066
[email protected]
DEVELOPMENT 1.7B
Page 6
EARTHWORKS NOTES
1. FOR GENERAL NOTES REFER DWG C01, WHICH IS TO BE REQUESTED AND VIEWED PRIOR TO COMMENCEMENT OF
EW LEGEND
Lower_value Upper_value Colour CONSTRUCTION IF NOT SUPPLIED.
2. IT IS RECOMMENDED THAT THE GEOTECHNICAL CONSULTANT BE CONTACTED TO CONFIRM THE SOIL CONDITIONS PRIOR TO
-2.2 to -2.1 m EARTHWORKS COMMENCING.
3. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 100MM OVER THE EXTENT OF THE WORKS UNLESS
-2.1 to -2.0 m DIRECTED OTHERWISE AND STOCKPILED WHERE REQUIRED FOR FILL OF LANDSCAPING AREAS. TOPSOIL MATERIALS MUST NOT
BE USED IN STRUCTURAL FILL.
-2.0 to -1.9 m 4. UNSUITABLE NATURAL MATERIALS SUCH AS SATURATED, LOOSE OR SOFT MATERIALS ENCOUNTERED SHOULD BE REMOVED
DURING SUBGRADE PREPARATION FOR BULK EARTHWORKS. ALL UNSUITABLE MATERIAL TO BE REMOVED FROM SITE AT
-1.9 to -1.8 m CONTRACTORS EXPENSE.
5. COMPACTION OF THE EXPOSED SAND SUBGRADE REQUIRES SUBSTANTIAL VOLUMES OF WATER COMBINED WITH VIBRATORY
-1.8 to -1.7 m
COMPACTION EQUIPMENT(E.G VIBRATING PLATE OR MINIMUM 4 TONNE VIBRATING SMOOTH DRUM ROLLER). CARE MUST BE
TAKEN TO ENSURE THERE ARE NO IMPACTS ON SURROUNDING STRUCTURES. MATERIAL TO BE COMPACTED IN ACCORDANCE
-1.7 to -1.6 m
WITH GEOTECHNICAL REPORT AND AS1289.
6. TEMPORARY SWALE DRAINS TO BE PROVIDED ALONG CREST AND TOE OF ANY CUTS AND ABOVE FILL BATTERS GRADING
-1.6 to -1.5 m
DISCHARGE TO A CONTROL POINT FOR DISCHARGE TO EXISTING STORMWATER INFRASTRUCTURE IN ROAD RESERVE.
N
-1.5 to -1.4 m 7. A MINIMUM 150MM THICK GRANULAR WORKING PLATFORM MAY BE REQUIRED ON SOIL SUBGRADES ALONG HAUL ROADS AND
LAYDOWN AREAS TO IMPROVE TRAFFICABILITY. SPECIFIC PLATFORM DESIGN WOULD BE REQUIRED PRIOR TO MOBILISATION
-1.4 to -1.3 m AND TRAFFICKING OF ANY HEAVY MOBILE PLANT ON THE SITE.
8. IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND COMPACTED WHERE UNSUITABLE NATURAL MATERIALS ARE
-1.3 to -1.2 m LOCATED AND AS OTHERWISE NECESSARY TO OBTAIN SUBGRADE/PLATFORM LEVEL. IMPORTED GENERAL FILL MATERIAL
SHALL BE CLEAN GRADED MATERIAL FREE OF ORGANIC MATTER AND STONES, WITH MAXIMUM PARTICLE SIZE OF 100mm AND
-1.2 to -1.1 m CAPABLE OF BEING COMPACTED INTO COHERENT FILLING TO THE SPECIFIED STANDARD. THE MATERIAL SHALL HAVE A
MAXIMUM PLASTICITY INDEX OF 15%, A SHRINK-SWELL INDEX OF LESS THAN OR EQUAL TO 1% AND A MINIMUM C.B.R. OF 10%.
-1.1 to -1.0 m 9. ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE CONTENT FOR STANDARD COMPACTION.
10. ANY PROPOSED RETAINING WALL WORKS MUST BE WHOLLY WITHIN THE PROPERTY BOUNDARY OF THE SUBJECT SITE,
-1.0 to -0.9 m INCLUDING REAR OF RETAINING WALL DRAINAGE INFRASTRUCTURE FOR RETAINING WALLS IN CUT. RETAINING WALLS ARE TO
BE PREPARED IN ACCORDANCE WITH STRUCTURAL ENGINEERS SPECIFICATIONS, AND IN CONFORMANCE WITH CONSTRUCTION
-0.9 to -0.8 m REQUIREMENTS OF GEOTECHNICAL REPORT.
11. REFER ARCHITECT/LANDSCAPE ARCHITECT DRAWINGS FOR CONFIRMATION OF RETAINING WALL COLOUR AND FINISH.
-0.8 to -0.7 m
12. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 1' SOIL ENGINEERING SUPERVISION IN ACCORDANCE
28.00m 27.99m 27.99m
-0.7 to -0.6 m
WITH APPENDIX B OF AS 3798. THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL PROVIDE CERTIFICATION THAT ALL
GENERAL EARTHWORKS OPERATIONS HAVE BEEN CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS
-0.6 to -0.5 m CUT AND THE CONTROLLED FILL IS SUITABLE FOR PURPOSE TO THE REQUIRED BEARING CAPACITY UNDER THE
PLATFORM/STRUCTURES AS SPECIFIED BY THE GEOTECHNICAL REPORT.
-0.5 to -0.4 m 13. ALL EARTHWORKS FILL AND EXCAVATED AREAS SHALL BE COMPACTED TO 98% STANDARD MAXIMUM DRY DENSITY OR A DRY
DENSITY INDEX OF AT LEAST 75% IN ACCORDANCE WITH THE GEOTECHNICAL REPORT IN LAYERS OF 250MM LOOSE THICKNESS
-0.4 to -0.3 m (PRIOR TO COMPACTION).
14. COMPACTION TESTING TO BE CARRIED OUT AT A MINIMUM OF TWO TESTS PER VERTICAL LIFT WHERE STRUCTURAL FILL
-0.3 to -0.2 m HEIGHTS EXCEED 300MM IN ACCORDANCE WITH AS3798. CONTRACTOR TO UNDERTAKE ALL EARTHWORKS TESTING IN
ACCORDANCE WITH GEOTECHNICAL ENGINEER AND LOCAL AUTHORITY REQUIREMENTS.
-0.2 to -0.1 m 15. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN ACCORDANCE WITH LANDSCAPE DRAWINGS.
31
A
16. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING LEVELS.
-0.1 to 0.0 m
17. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH APPROVED MANAGEMENT PLANS.
0.00m
76.34m
0.0 to 0.1 m 18. CONTRACTOR TO ENSURE SUITABLE EROSION CONTROL MEASURES ARE INSTALLED INCLUDING BUT NOT LIMITED TO SHAKE
DOWNS, SILT FENCE ETC IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL PLAN.
0.1 to 0.2 m 19. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS OR RETAINING WALLS (TEMPORARY OR PERMANENT)
AS PER RELEVANT AUSTRALIAN STANDARDS AND LEGISLATION.
0.2 to 0.3 m 20. DUST CONTROL MEASURES ARE TO INCLUDE SPRAYING WATER ON UNPAVED ROADS, ACCESS TRACKS AND STOCKPILES AT A
SUFFICIENT LEVEL TO SUPPRESS DUST GENERATION. ADDITIONALLY CONTRACTORS ARE TO COVER OR ENCLOSE STOCKPILES
0.3 to 0.4 m WHERE REASONABLY PRACTICAL TO RESTRICT DUST MOVEMENT.
21. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS DRAWING, THE CONTRACTOR IS TO NOTIFY RECOR
0.4 to 0.5 m AND RECEIVE WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE.
22. ALL EXCAVATIONS ARE TO BE CONDUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.
0.5 to 0.6 m FILL
TEMPORARY UNSURCHARGED CUTS IN LOOSE TO VERY LOOSE SAND TO BE FORMED AT 1V:2H, AND IN MEDIUM DENSE SAND AT
1V:1H FOR BATTERS UP TO 3M IN HEIGHT. DEEPER CUTS ARE TO BE ASSESSED BY THE GEOTECHNICAL ENGINEER. PERMANENT
0.6 to 0.7 m
CUT AND FILL BATTERS TO BE A MAXIMUM 1V:2.5H.
0.00m 0.00m 0.00m 23. EARTHWORKS FILL BATTERS TO BE MAXIMUM OF 1M IN HEIGHT, OR OTHERWISE RETAINED.
0.7 to 0.8 m
24. WHERE THE ABOVE TEMPORARY BATTER SLOPES CAN NOT BE ACHIEVED, TEMPORARY SHORING WILL BE REQUIRED UNDER
0.8 to 0.9 m THE ADVICE OF A SPECIALIST SHORING CONTRACTOR.
B C D
32 33 25. EXCAVATIONS IN PROXIMITY TO EXISTING STRUCTURES WILL REQUIRE SPECIFIC DESIGN TO PREVENT UNDERMINING WHICH
32
0.9 to 1.0 m SHOULD BE CARRIED OUT BY A SUITABLY QUALIFIED AND EXPERIENCED RPEQ STRUCTURAL ENGINEER.
26. CONTRACTOR'S RPEQ GEOTECHNICAL ENGINEER IS TO CONFIRM THAT ANY CONSTRUCTED CUT/FILL BATTERS AND RETAINING
1.0 to 1.1 m STRUCTURES ON THE SITE HAVE ACHIEVED ADEQUATE STABILITY WITH A LONG-TERM FACTOR OF SAFETY AGAINST
GEOTECHNICAL FAILURES TO THEIR SATISFACTION.
1.1 to 1.2 m 27. EARTHWORKS LEVELS SHOWN ARE NOMINALLY 200MM BELOW FINISHED SURFACE LEVELS INCLUSIVE OF TOPSOIL LAYER.
CONTRACTOR TO CONFIRM FINISHED SURFACE LEVLS BASED ON STRUCTURAL ENGINEERING DRAWINGS FOR BUILDING SLAB
1.2 to 1.3 m THICKNESSES AND HYDRAULIC DRAWINGS FOR SUB-FLOOR DRAINAGE TO CONFIRM EARTHWORKS SURFACE LEVEL.
28. ANY PRELOADING REQUIRED IS TO OCCUR IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERS REQUIREMENTS.
1.3 to 1.4 m
CONTRACTOR TO ALLOW FOR THE IMPORT AND REMOVAL OF ALL NECESSARY MATERIAL TO UNDERTAKE THE PRELOADING
OPERATIONS.
1.4 to 1.5 m
29. REFER ARCHITECTURAL DRAWINGS FOR BUILDING SETOUT.
TOTAL CUT -923.275 m³
TOTAL FILL 418.140m³
TOTAL BALANCE -505.135m³
IE EXCESS OF CUT OVER FILL 505.135m³
NOOSA COUNCIL
APPROVED PLAN
MCU22/0144 & OPW22/0207
7 FEB 2023
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DEVELOPMENT
SUNSHINE GROVE PTY LTD TITLE: STATUS:
D 19/12/22 RFI UPDATE BRP JB BRP 9 KAURI STREET BULK EARTHWORKS MATERIAL CHANGE OF USE
© ABN 89 647 469 707 C
B
19/12/22
28/10/22
POD A UPDATE
RFI ISSUE
BRP
BRP
BRP
BRP
COOROY, QLD, 4563 BEN PARRY LAYOUT PLAN AND
RPEQ: 28084
37 MARY ST
NOOSAVILLE, QLD 4566
A 10/08/22 COMBINED MCU AND OP WORKS ISSUE JAC BRP JB SCALE:
CPEng NER
OPERATIONAL WORKS
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:200 DATE: 13/01/22
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
C30 20220156 A1 D
Document Set ID: 22286590
Version: 1, Version Date: 25/01/2023
Page 7
FINISHED SURFACE LEVEL
EXISTING 150mm SEWER
CONCRETE ENCASE
NEW 150mm STORMWATER LINE IAD1
IL: 113.23m
IL: 115.18m
390mm COVER TO
710mm COVER TO FINISHED SURFACE
FINISHED SURFACE
RETAINING TO STRUCTURAL
ENGINEERS SPECIFICATION
NEW 225mm STORMWATER LINE A
IL: 112.83m
VIP RL 116.2
VIP RL 116.2
700mm COVER TO FINISHED SURFACE
NEW 150mm STORMWATER LINE IAD2
IL: 111.59m
RL 113.585
VIP RL 113.555
365mm COVER TO FINISHED SURFACE
VIP RL 113.6
VIP RL 113.6
112.6
RL 112.6
RL 111.966
VIP RL 111.904
VIP RL 111.827
VIP RL 111.95
VIP RL 111.95
VIP RLVIP
VIP RL 110.844
VIP VIP
HORIZONTAL CURVE DATA
VERTICAL CURVE LENGTH (m)
VERTICAL CURVE RADIUS (m)
VERTICAL GEOMETRY GRADE (%) 4.4% 0% -1012.2% 0% -1.7% 0.9%-979% 0% -578.7%
-1.8% 1.7% 0% -5%-101.1%
-5.3%
VERTICAL GEOMETRY LENGTH (m) 6 7.37 0.26 6.28 2.72 3.6 0.1 25.59 0.11 3.52 2.75 13.94 2.47 0.97
0.66
DATUM RL = 106.100
115.936
116.200
116.200
116.200
113.600
113.600
113.598
113.555
113.585
112.600
112.600
112.600
112.600
112.600
111.966
111.904
111.950
111.950
111.950
111.950
111.827
110.844
110.809
FINISHED EW LEVEL
116.097
115.660
115.354
115.090
115.070
114.544
114.537
114.338
114.043
114.035
113.731
113.033
112.372
112.233
112.225
111.988
111.792
111.690
111.115
110.994
110.890
110.845
EXISTING SURFACE LEVEL
CUT / FILL DEPTH
-0.161
-1.470
-0.944
-0.939
-0.784
-0.458
-1.435
-1.131
-0.433
-0.259
-0.084
-0.002
0.540
0.846
1.110
0.228
0.367
0.158
0.260
0.835
0.956
0.936
CONTROL LINE CHAINAGE
13.373
19.907
22.629
26.234
26.334
51.921
52.031
55.554
58.304
72.248
74.716
75.689
76.345
6.003
13.63
10
20
30
40
50
60
70
0
A1 SCALE: H 1:200, V 1:100 LONGITUDINAL SECTION A
NOOSA COUNCIL
APPROVED PLAN
MCU22/0144 & OPW22/0207
7 FEB 2023
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DEVELOPMENT
SUNSHINE GROVE PTY LTD TITLE: STATUS:
D 19/12/22 RFI UPDATE BRP JB BRP 9 KAURI STREET BULK EARTHWORKS MATERIAL CHANGE OF USE
© ABN 89 647 469 707 C
B
19/12/22
28/10/22
POD A UPDATE
RFI ISSUE
BRP
BRP
BRP
BRP
COOROY, QLD, 4563 BEN PARRY SECTIONS AND
RPEQ: 28084
37 MARY ST
NOOSAVILLE, QLD 4566
A 10/08/22 COMBINED MCU AND OP WORKS ISSUE JAC BRP JB SCALE:
CPEng NER
OPERATIONAL WORKS
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
AS INDICATED DATE: 13/01/22
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
C31 20220156 A1 D
Document Set ID: 22286590
Version: 1, Version Date: 25/01/2023
Page 8
NEW 150mm STORMWATER LINE IAD2
IL: 112.26m
390mm COVER TO FINISHED SURFACE
NEW 150mm STORMWATER LINE IAD1
IL: 113.48m
210mm COVER TO FINISHED
VIP RL 113.925
VIP RL 113.9VIP RL 115.828
SURFACE RETAINING TO STRUCTURAL RETAINING WALLS
ENGINEERS SPECIFICATION TO STRUCTURAL
ENGINEERS
VIP RL 112.253
VIP RL 112.6
VIP RL 112.6
SPECIFICATION
114.076
RL 113.904
VIP RL 114.07
VIP RL 113.672
VIP RL 113.655
VIP RL 113.647
EXCAVATION FOR
113.9
113.6
113.6
ATTENUATION TANK
VIP RL 110.949
VIP RL 110.949
RL 113.3
113.3
RLRL
RLRL
VIP VIP
VIP
VIP
VIP
VIP
FINISHED SURFACE LEVEL
HORIZONTAL CURVE DATA
VERTICAL CURVE LENGTH (m)
VERTICAL CURVE RADIUS (m)
25.3%
VERTICAL GEOMETRY GRADE (%) 15.7%
-99.5%
8.2%-1.1% 0.5%-1000% -0% 99.8% 0% 100.9% 0% 1000%5%
VERTICAL GEOMETRY GRADE (%) 13.8%
-98.1% 0% 96.7% 0% 1172.3%
7.3%
VERTICAL GEOMETRY LENGTH (m) 0.08
0.1
0.412.44 1.51 0.06 6.79 0.3 6.33 0.3 6.69 0.19
1.81
0.98 VERTICAL GEOMETRY LENGTH (m) 0.02
1.33 4.54 1.71 19.4 0.11
0.88
DATUM RL = 108.700 DATUM RL = 106.400
114.053
114.070
114.076
113.672
113.647
113.655
113.904
113.300
113.300
113.300
113.600
113.600
113.900
113.900
113.900
115.828
115.918
FINISHED EW LEVEL
112.250
112.253
110.949
110.949
112.600
112.600
112.600
112.600
113.925
113.989
FINISHED EW LEVEL
114.053
114.069
114.076
114.110
114.281
114.378
114.436
114.439
114.684
114.808
114.824
115.366
115.392
115.451
115.818
115.828
115.918
EXISTING SURFACE LEVEL
112.289
112.528
112.617
112.747
113.404
113.916
113.925
EXISTING SURFACE LEVEL
CUT / FILL DEPTH
-0.437
-0.635
-0.723
-0.532
-1.139
-1.384
-1.509
-1.224
-1.766
-1.492
-1.551
-1.918
CUT / FILL DEPTH
0.000
0.000
0.000
0.000
0.000
-1.341
-1.579
-0.017
-0.147
-0.804
-1.316
0.000
CONTROL LINE CHAINAGE
12.381
12.682
19.008
19.305
26.193
CONTROL LINE CHAINAGE
26.997
27.987
0.103
0.186
0.592
3.035
4.543
5.526
5.586
1.349
5.892
7.599
27.11
0.02
10
20
26
28
10
20
0
0
A1 SCALE: H 1:200, V 1:100 LONGITUDINAL SECTION B
A1 SCALE: H 1:200, V 1:100 LONGITUDINAL SECTION C
NOOSA COUNCIL
APPROVED PLAN
MCU22/0144 & OPW22/0207
7 FEB 2023
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DEVELOPMENT
SUNSHINE GROVE PTY LTD TITLE: STATUS:
D 19/12/22 RFI UPDATE BRP JB BRP 9 KAURI STREET BULK EARTHWORKS MATERIAL CHANGE OF USE
© ABN 89 647 469 707 C
B
19/12/22
28/10/22
POD A UPDATE
RFI ISSUE
BRP
BRP
BRP
BRP
COOROY, QLD, 4563 BEN PARRY SECTIONS #2 AND
RPEQ: 28084
37 MARY ST
NOOSAVILLE, QLD 4566
A 10/08/22 COMBINED MCU AND OP WORKS ISSUE JAC BRP JB SCALE:
CPEng NER
OPERATIONAL WORKS
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
AS INDICATED DATE: 13/01/22
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
C32 20220156 A1 D
Document Set ID: 22286590
Version: 1, Version Date: 25/01/2023
Page 9
RETAINING WALLS
TO STRUCTURAL
ENGINEERS FINISHED SURFACE LEVEL
SPECIFICATION
112.049
VIP RL 111.95
RL111.95
VIP RL 110.627
VIPRL
VIP RL 110.196
VIP RL 110.195
VIP
BIORETENTION
GARDEN
VERTICAL GEOMETRY GRADE (%) -50.2%0%48.9%100.7% 0% 32.5%
9.1%
VERTICAL GEOMETRY LENGTH (m) 1.11 2.11 0.881.31 19.1 0.31
1.59
DATUM RL = 105.600
110.744
110.195
110.196
110.627
111.950
111.950
111.950
111.950
112.049
FINISHED SURFACE LEVEL
110.786
110.877
110.915
110.972
111.170
111.637
112.021
112.049
112.338
EXISTING SURFACE LEVEL
CUT / FILL DEPTH
-0.590
-0.681
-0.288
-0.071
0.978
0.780
0.313
0.000
CONTROL LINE CHAINAGE
24.502
24.807
27.987
1.093
3.203
4.083
5.398
10
20
0
A1 SCALE: H 1:200, V 1:100 LONGITUDINAL SECTION D
NOOSA COUNCIL
APPROVED PLAN
MCU22/0144 & OPW22/0207
7 FEB 2023
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DEVELOPMENT
SUNSHINE GROVE PTY LTD TITLE: STATUS:
D 19/12/22 RFI UPDATE BRP JB BRP 9 KAURI STREET BULK EARTHWORKS MATERIAL CHANGE OF USE
© ABN 89 647 469 707 C
B
19/12/22
28/10/22
POD A UPDATE
RFI ISSUE
BRP
BRP
BRP
BRP
COOROY, QLD, 4563 BEN PARRY SECTION #3 AND
RPEQ: 28084
37 MARY ST
NOOSAVILLE, QLD 4566
A 10/08/22 COMBINED MCU AND OP WORKS ISSUE JAC BRP JB SCALE:
CPEng NER
OPERATIONAL WORKS
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
AS INDICATED DATE: 13/01/22
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
C33 20220156 A1 D
Document Set ID: 22286590
Version: 1, Version Date: 25/01/2023
Page 10
| Co | oo | AAS AAA AAS HV VAAN VY VAM FX ANAAAAN NY AYA AANA 4 SS SN S SS ZL LEGEND » a a _ a IMPERVIOUS GROUND | IMPERVIOUS ROOF EXISTING SITE CATCHMENT AREAS DRIVEWAY SURFACES | SITE CATCHMENT AREAS t FRACTION TL i | | | | a NAME em) on AREA (mn) AREA (mm?) IMPERVIOUS tr - 4 4 ly gl aS EXISTING 80.0 200.5 1,857.5 2,138 13.1 PLA] | woz wor = DEVELOPED 562.6 1008.3 567.1 2,138 73.5 SN ZA eee CHANGE 482.6 807.8 1,290.4 0 60.4 4-3 oN . Lf — oO ; ~ RSs: — NX SS | pot? SN 8 \ XK NN. | - —— q BS s \| » XOX IN pot eS ‘ BOOS Ne Oe. a s SINTRA SS. SY, SS pes : S a |f NOOSA COUNCIL APPROVED PLAN MCU22/0144 & OPW22/0207 | ! 7 FEB 2023 DEVELOPED SITE CATCHMENT AREAS : CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME: 2 E C Me > . PROPOSED RESIDENTIAL DEVELOPMENT oO, & Kee TITLE: STATUS: NSHINE GROVE PTY LTD 7 aun D | 19/12/22 | RFIUPDATE BRP JB BRP SUNS GRO 9 KAURI STREET EY STORMWATER MATERIAL CHANGE OF USE c. | 19/12/22 | POD A UPDATE BRP BRP OABN 89 CAT aoe 70" B | 28/10/22 | RFI ISSUE BRP BRP COOROY, QLD, 4563 Bee. nue CATCHMENT LAYOUT AND NOOSAVILTE GID 4566 A | 10/08/22 | COMBINED MCU AND OP WORKS ISSUE | JAC | BRP JB SCALE: CPEn NER PLANS OPERATIONAL WORKS +61 7 5211 1003 REV | DATE DESCRIPTION DWN | CHK | APP 1:200 DATE. 3/04/22 DRAWING NUMBER: PROJECT NUMBER: SHEET REV: RECORCONSULTING.COM REVISIONS DO NOT SCALE, IF IN DOUBT ASK C40 20220156 At D Version: 1, Version Date: 25/01/2023
Page 11
Do CAS ) fra (pa (no Kana o>) Karna >) Knna )) fra (ano) ) D) Karo )) (pa ( A-5 ( A-4 ) ( -1 ) ( A-2 ) (AD1-3) (AD1-2 (AD1-1) ( A-4 )} IAD2-4) (AD2-3) IAD2-2 IAD2-1) | 1) Pe) ee) Na, ee) ey wee ae ae) wee) “ey 7 wee) et) co] = to < GS < “ to a oO|— oO Ww co Ww © lw ye A Z Zz Zz < < 7 4 5 Z Zz a 4 _ ft) [>———____, DATUM RL 105.00 - - 104.00 107.00 7 105.00 COVER (& NATURAL SURFACE) LEVEL 113.86 | (114.42) 112.98 | (113.53) 112.71 | (112.48) 111.86 | (112.03) 110.60 | (110.87) 112.08 | (111.88) 111.86 | (112.03) 116.43 | (116.38) 115.93 | (115.88) 115.40 | (115.31) 112.98 | (113.53) 112.80 | (114.22) 112.80 | (113.75) 112.80 | (113.34) 112.80 | (112.90) 112.08 | (111.88) DEPTH TO INVERT 0.97 0.69 | 0.74 0.81 | 0.83 0.23 | 0.95 0.30 0.54 0.41] 0.95 0.98 0.79 | 0.84 0.75 | 0.80 0.43 | 0.74 0.45 0.52 | 0.54 0.60 | 0.62 0.68 | 1.00 0.53 | 0.54 HYDRAULIC GRADE LINE 112.98 | 112.97 112.41 | 112.36 112.18 | 112.14 111-28 | 111.07 110.44 111.65 | 111.65 441-88 | 411.07 115.53 | 115.52 115.20 | 115.14 114.70| 114.65 113-60 | 412.36 112.52 | 112.46 112.37 | 112.35 112.29 | 112.27 112.21 | 111.87 111.65 | 111.65 INVERT LEVEL 112.89 112.29 | 112.24 111.90 | 111.88 111.63] 110.91 110.30 111.53 111.46 | 110.91 115.45 115.14 | 115.09 114.65 | 114.60 112.55 | 112.24 112.35 112.28 | 112.26 112.20 | 112.18 112.12| 111.80 111.55 | 111.53 PIPE CHAINAGE 0.00 13.70 27.52 36.56 54.11 0.00 12.94 0.00 6.82 13.62 36.41 0.00 6.55 12.57 19.22 30.42 PIPE LENGTH L=13.70 L=13.82 L=9.05 L=17.54 L=12.94 L=6.82 L=6.79 L=22.80 L=6.55 L=6.02 L=6.65 L=11.20 PIPE SIZE (mm) 225 225 225 300 225 150 150 150 150 150 150 150 PIPE GRADE (%) 4.41% 2.5% 2.74% 3.48% 0.61% 4.54% 6.48% 8.99% 1% 1.02% 0.99% 2.23% PIPE GRADE (1 in) 1 in 22.7 1 in 40.1 1 in 36.4 1 in 28.8 1 in 163.8 1 in 22 1in 15.4 1in 11.1 1 in 100 1 in 98.3 1 in 101 1 in 44.8 PIPE COVER MINIMUM Cover=0.47 Cover=0.45 Cover=0.60 Cover=-0.33 Cover=0.31 Cover=0.67 Cover=0.59 Cover=-0.44 Cover=0.30 Cover=0.39 Cover=0.47 Cover=0.33 PIPE CLASS Class=uPVC SN10 | Class=uPVC SN10 | Class=uPVC SN10 | Class=uPVC SN10 Class=uPVC SN10 Class=PVC Class=PVC Class=PVC Class=PVC Class=PVC Class=PVC Class=PVC PIPE ROUGHNESS n=0.013 n=0.013 n=0.013 n=0.013 n=0.013 n=0.013 n=0.013 n=0.013 n=0.013 n=0.013 n=0.013 n=0.013 Vcap - CAPACITY VELOCITY (m/s) Vc - CRITICAL DEPTH VELOCITY (m/s) Vn -NORMAL DEPTH VELOCITY (m/s) Vf - FULL PIPE VELOCITY (m/s) VfF1.54 Vf=1.37 Vf=1.77 Vf=2.23 Vf=0.79 Vf=1.29 Vf=1.90 Vf=2.05 Vf=0.67 Vf=0.91 Vf=0.89 Vf=0.99 Qcap - CAPACITY FLOW (L/s) Q_ - PIPE FLOW (L/s) Q=20 Q=40 Q=64 Q=84 Q=15 Q=10 Q=10 Q=10 Q=10 Q=10 Q=10 Q=10 Qi - PIT INFLOW (L/s) & CHOKE (%) Ku (& Kw) - PIT LOSS FACTORS PIT TYPE 600x600 FI 600x600 FI 600x600 FI OSD TANK HW OUT 600x600 FI OSD TANK 300x300 FI 300x300 FI 450x450 FI 600x600 FI 300x300 FI 300x300 FI 450x450 Fl 600x900 FI 600x600 FI 491514.18E 491511.75E 491525.25E 491534.08E 491550.78E 491544.64E 491534.08E 491494.05E 491492.47E 491490.87E 491511.75E 491523.99E 491530.36E 491536.23E 491542.66E 491544.64E PIT SETOUT 7078726.39N 7078712.91N 7078709.98N 7078708.04N 7078702.65N 7078715.52N 7078708.04N 7078735.31N 7078728.67N 7078722.07N 7078712.91N 7078731.12N 7078729.60N 7078728.25N 7078726.54N 7078715.52N NOOSA COUNGIL 113.86Z 112.98Z 112.71Z 111.86Z 110.30Z 112.08Z 111.86Z 116.43Z 115.93Z 115.40Z 112.98Z 112.80Z 112.80Z 112.80Z 112.80Z 112.08Z APPROVED PLAN MCU22/0144 & OPW22/0207 LINEA LINE B LINE IAD1 LINE IAD2 7 FEB 2023 CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME: a! I ' PROPOSED RESIDENTIAL DEVELOPMENT > 7) oO, & er TITLE: STATUS: Oar SUNSHINE GROVE PTY LTD a a ! D | 19/12/22 | RFIUPDATE BRP JB BRP 9 KAURI STREET SN DRAINAGE LONGSECTIONS |MATERIAL CHANGE OF USE © ABN 89 647 469 707 — — COOROY, QLD, 4563 BEN PARRY AND RPEQ: 28084 37 MARY ST NOOSAVILLE, QLD 4566 NOT USED SCALE: CPEng NER OPERATIONAL WORKS +61 7 5211 1003 REV | DATE DESCRIPTION DWN | CHK APP 4 :200 " DRAWING NUMBER: PROJECT NUMBER: SHEET] REV: : DATE: 13/01/22 C41 20220156 SIZE: RECORCONSULTING.COM REVISIONS DO NOT SCALE, IF IN DOUBT ASK A1|D UMeNt SET ID. ‘OOOTU. Version: 1, Version Date: 25/01/2023
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