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Approved Plans RAL22-0016 & OPW22-0180
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Log in to see the plans as drawn 24.10
22.59
22.49
Gully Pit
Telstra
22.21
Pit
24.79
22.00
23.69
CROSSOVER
WYANDRA STREET
24.73
23.73
NEW
23.65
22.66
24.69
23.98
23.59
22.12
23.21
24.17
25.41
21.98
+23.50
24.42
W
A
Fire Hydrant
22.08
23.87
12°02'00" LETTERBOX
23.79
23.92
25.25
23.04
23.75
26.150
POINC 0.50713
23.75
25.77
24.82
22.08
25.29
22.48
24.28
5.
22.97
24.54
32
24.35
69
7° 0
Power pole
DRIVEWAY
02
22.09
24.35
'0
22.00
4,500
0"
24.58
SAFARI STREET
23.65
Valve
25.73
25.52
25.46
22.42
23.06
24.80
23.72
Proposed Lot 1 (~333m2)
25.05
25.11
6,000
ENTRY
LANDSCAPE STRIP
25.84
COURTYARD
Telstra Pit
25 5.4 x 3.0
A: 58.0 m2
BINS
25.92
UNIT 1
WC
3 BED
23.37
DINING
25.25
SERVICES
POOL
25.07
DOUBLE GARAGE
COURT
Back of Kerb
34.9 m2
23.97
26.22
+25.65
26.09
+25.65
+25.65
102°02'00"
C
C
24.75
LIVING
20.115
Common
DRYING
26.35
COURT
282°02'00"
N
KITCHEN
16.090
26.57
LAUNDRY / STORAGE Property
26.45
26.41
26.60
up
in.rf wm/dr tub
(~8m2)
26.43
S
40
LETTERBOX
27.02
BBQ SEAT
27.07
VOID
26.69
up
LIVING
23.58
+27.20
+26.00
Fire Hydrant
LIL 0.150905
TERRACE
A: 60.4 m2
UNIT 2
3 BED
25.35
wine
+26.00
25.13
B
B
24.43
RP139776
KITCHEN
WC
GATE
+25.65
Proposed Lot 2 (~258m2)
41
24.78
CROSSOVER
DRIVEWAY
DOUBLE
25.31 GARAGE
linen
linen
NEW
LAUNDRY
+27.20
26.64
DINING
26.50
27.5
step 26.53
+26.00
Sewer Line Indicative Only (Not Located by Survey)
26.16
CAP
5.4 x 3.0
+27.20
26.50
2x
POOL
wm
26.18
in.rf
25.20
oven
25.23
DRYING
25.40
COURT
+27.05
26.70
2,500
2,000
25.15
25.92
1,500
26.37
27.71
27.46
26.96
STORAGE 27.09
25.45
BINS 192°02'00"
25
26.85
30.175
25.37
24.82
Sewer Manhole
E
A
Community Title Subdivision
24.95
Prepared by JL V1
Rev Date Description Use figured dimensions in
B L A C K Contact information: Project: Drawing Title: Project No. NOOSA COUNCIL
Drawn By Drawing No.
Date:
A
B
7/12/2022
15/03/2022 DEVELOPMENT APPROVAL
25/05/2022 DEVELOPMENT APPROVAL
preference to scale. All dimensions
to be varified and checked on site.
These designs, drawings,
PO Box 781 Tewantin Q 4565
Architect Registration # 5386 QLD
PROPOSED DUPLEX GROUND FLOOR PLAN 202217APPROVE
PT PLAN DA2.01
W O O D
specifications and the copyright
C 28/06/2022 DEVELOPMENT APPROVAL thereof are the property of
Blackwood and must not be used,
retained or copied without the
Ph: 0416 037 424
[email protected] Safari & Wyandra Street, Noosa Heads Scale RAL22/0016Project
Date & OPW22/0180
Stage Revision
written authority of Blackwood. a r c h i t e c t u r e & d e s i g n www.blackwoodarchitecture.com.au 1:100 @ A3
30 JAN 2023 C
28/06/2022DA
Document Set ID: 22294223
Version: 1, Version Date: 02/02/2023
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Full text of sections 2 to 7 (of 14)
Section 2
N
EARTHWORKS NOTES
1. FOR GENERAL NOTES REFER DWG C01, WHICH IS TO BE REQUESTED AND VIEWED PRIOR TO
COMMENCEMENT OF CONSTRUCTION IF NOT SUPPLIED.
2. IT IS RECOMMENDED THAT A GEOTECHNICAL CONSULTANT BE CONTACTED TO CONFIRM THE SOIL
CONDITIONS PRIOR TO CONSTRUCTION COMMENCING.
3. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 100MM OVER THE EXTENT OF THE
WORKS UNLESS DIRECTED OTHERWISE AND STOCKPILED WHERE REQUIRED FOR FILL OF LANDSCAPING
rant
24.70 AREAS. TOPSOIL MATERIALS MUST NOT BE USED IN STRUCTURAL FILL.
24.79
4. UNSUITABLE NATURAL MATERIALS SUCH AS SATURATED, LOOSE OR SOFT MATERIALS ENCOUNTERED
Hyd
SHOULD BE REMOVED DURING SUBGRADE PREPARATION FOR BULK EARTHWORKS. ALL UNSUITABLE
MATERIAL TO BE REMOVED FROM SITE AT CONTRACTORS EXPENSE.
Fire
24.68 5. COMPACTION OF EXPOSED SAND SUBGRADE MAY REQUIRES SUBSTANTIAL VOLUMES OF WATER COMBINED
Sewer Manhole WITH VIBRATORY COMPACTION EQUIPMENT(E.G VIBRATING PLATE OR MINIMUM 4 TONNE VIBRATING
25.46
25.41
102°C21
B 41 SMOOTH DRUM ROLLER).
25
.77 02'00" RP139776
6. CARE MUST BE TAKEN TO ENSURE THERE ARE NO IMPACTS ON SURROUNDING STRUCTURES. MATERIAL TO
24.7
3
26.35
TREE 0.1
20.115 C 7.
BE COMPACTED IN ACCORDANCE WITH GEOTECHNICAL CONSULTANT RECOMMENDATIONS AND AS1289.
TEMPORARY SWALE DRAINS TO BE PROVIDED ALONG CREST AND TOE OF ANY CUTS AND ABOVE FILL
50805
5
C21 BATTERS GRADING DISCHARGE TO A CONTROL POINT FOR DISCHARGE TO EXISTING STORMWATER
.2
A 24
25
26.83
C2124.00
.69
TREE 0.151004 27.0 Sewer INFRASTRUCTURE IN ROAD RESERVE.
24.10 2
LIL 0.1 Line In
7
27.07 dicative 8. A MINIMUM 150MM THICK GRANULAR WORKING PLATFORM MAY BE REQUIRED ON SOIL SUBGRADES ALONG
.5
3
50905
.7
26
26.60
9
Only (N
25
n
27.
.2
Kerb
26.22 HAUL ROADS AND LAYDOWN AREAS TO IMPROVE TRAFFICABILITY. SPECIFIC PLATFORM DESIGN WOULD BE
25
o
tume
26.69
t Loca
25.
52 26.09
5 ted by REQUIRED PRIOR TO MOBILISATION AND TRAFFICKING OF ANY HEAVY MOBILE PLANT ON THE SITE.
5
27.
.3
71 86 Survey)
27.
26
2
9. IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND COMPACTED WHERE UNSUITABLE NATURAL
Telstra ck of
.8
of B i
3
24
.4
MATERIALS ARE LOCATED AND AS OTHERWISE NECESSARY TO OBTAIN SUBGRADE/PLATFORM LEVEL.
26
24.17
0
2
2
41
.7
.9
24.4
26. IMPORTED GENERAL FILL MATERIAL SHALL BE CLEAN GRADED MATERIAL FREE OF ORGANIC MATTER AND
26
25
a
26.41
B Deck STONES, WITH MAXIMUM PARTICLE SIZE OF 100mm AND CAPABLE OF BEING COMPACTED INTO COHERENT
Edge
4
.6
FILLING TO THE SPECIFIED STANDARD. THE MATERIAL SHALL HAVE A MAXIMUM PLASTICITY INDEX OF 15%,
26
25 26.
.84 45 A SHRINK-SWELL INDEX OF LESS THAN OR EQUAL TO 1% AND A MINIMUM C.B.R. OF 10%.
Pit
6
.4
23.57 10. ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE CONTENT FOR STANDARD
25
A
4
COMPACTION.
.5
23.
C21
24
67
0" 11. ANY PROPOSED RETAINING WALL WORKS MUST BE WHOLLY WITHIN THE PROPERTY BOUNDARY OF THE
26.150 26
.50
SUBJECT SITE, INCLUDING REAR OF RETAINING WALL DRAINAGE INFRASTRUCTURE FOR RETAINING WALLS
12°02'0
IN CUT. RETAINING WALLS ARE TO BE PREPARED IN ACCORDANCE WITH STRUCTURAL ENGINEERS
0
.5
9
SPECIFICATIONS, AND IN CONFORMANCE WITH CONSTRUCTION REQUIREMENTS OF GEOTECHNICAL
26
.4
27.
27
Deck Stairs REPORT.
46
23. 12. REFER ARCHITECT/LANDSCAPE ARCHITECT DRAWINGS FOR CONFIRMATION OF RETAINING WALL COLOUR
3
071
69
23.22 AND FINISH.
0.5
Ramp
0
23.3 13. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 1' SOIL ENGINEERING SUPERVISION IN
23
23.27
IN C
.98
5
PO ACCORDANCE WITH APPENDIX B OF AS 3798. THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL
.0
2
25
23.
.9
73 PROVIDE CERTIFICATION THAT ALL GENERAL EARTHWORKS OPERATIONS HAVE BEEN CARRIED OUT IN
23
41 ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS AND THE CONTROLLED FILL IS SUITABLE FOR
23.
23
8
PURPOSE TO THE REQUIRED BEARING CAPACITY UNDER THE PLATFORM/STRUCTURES AS SPECIFIED BY
9
.5
.65
.7
24
23
6
.1
THE GEOTECHNICAL REPORT.
26.1
26
Floor Level
9
74
.0
14. ALL EARTHWORKS FILL AND EXCAVATED AREAS SHALL BE COMPACTED TO 98% STANDARD MAXIMUM DRY
8
23.
2
27
D
0
.1
0
27
DENSITY OR A DRY DENSITY INDEX OF AT LEAST 75% IN ACCORDANCE WITH THE GEOTECHNICAL REPORT IN
RL26.19
23.
C21
24
23.00 LAYERS OF 250MM LOOSE THICKNESS (PRIOR TO COMPACTION).
.35
15. COMPACTION TESTING TO BE CARRIED OUT AT A MINIMUM OF TWO TESTS PER VERTICAL LIFT WHERE
'00"
36 STRUCTURAL FILL HEIGHTS EXCEED 300MM IN ACCORDANCE WITH AS3798. CONTRACTOR TO UNDERTAKE
24.
1
ALL EARTHWORKS TESTING IN ACCORDANCE WITH GEOTECHNICAL ENGINEER AND LOCAL AUTHORITY
4
.1
30.175
.3
25
23
REQUIREMENTS.
192°02
25.25
.63
22.68
Deck
24
16. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN ACCORDANCE WITH
Co
.06 137 LANDSCAPE/ARCHITECTURAL DRAWINGS.
nc
25
re
59
23. 5.1
9 17. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING LEVELS.
te
2
RP160425 18. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH APPROVED MANAGEMENT PLANS.
23.8
23.94
Dr
.23
6
.9
TBM (Screw in Kerb) .57
ive
26
19. CONTRACTOR TO ENSURE SUITABLE EROSION CONTROL MEASURES ARE INSTALLED INCLUDING BUT NOT
25
D
7
22 3
RL22.58 AHD 26.5
wa
22.59 C21 LIMITED TO SHAKE DOWNS, SILT FENCE ETC IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL
25
5
y
26.85
PLAN.
.35
23.7
Stairs
23
Gully Pit 5 5
.
24.
8
21
.2
20. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS OR RETAINING WALLS
22.36
Garage Level
24
22.49
1
(TEMPORARY OR PERMANENT) AS PER RELEVANT AUSTRALIAN STANDARDS AND LEGISLATION.
.35
.3
4
22
25
RL25.33
.6
24
0
26
21. DUST CONTROL MEASURES ARE TO INCLUDE SPRAYING WATER ON DISTURBED SOILS, ACCESS TRACKS
.47
26.
3
.4
24.9
25
37
22.36
AND STOCKPILES AT A SUFFICIENT LEVEL TO SUPPRESS DUST GENERATION. ADDITIONALLY CONTRACTORS
22.25
ARE TO COVER OR ENCLOSE STOCKPILES WHERE REASONABLY PRACTICAL TO RESTRICT DUST
23
6
25
.6
.7
07
22
MOVEMENT.
.15
25.
5
32 5.69
25
4
.0
24.80 22. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS DRAWING, THE CONTRACTOR IS
23
7°0 0
24.
94 TO NOTIFY RECOR AND RECEIVE WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE.
3
2'0
.1
22.21 23. TEMPORARY UNSURCHARGED CUTS IN LOOSE TO VERY LOOSE SAND TO BE FORMED AT 1V:2H, AND IN
25
3
25.92
22.10
7
.2
22.97 MEDIUM DENSE SAND AT 1V:1H FOR BATTERS UP TO 3M IN HEIGHT. DEEPER CUTS ARE TO BE ASSESSED BY
.1
0"
25
26
23
.65 THE GEOTECHNICAL ENGINEER. PERMANENT CUT AND FILL BATTERS TO BE A MAXIMUM 1V:2.5H.
24. EARTHWORKS FILL BATTERS TO BE MAXIMUM OF 1M IN HEIGHT, OR OTHERWISE RETAINED.
5
.6 4.7
2
25. WHERE THE ABOVE TEMPORARY BATTER SLOPES CAN NOT BE ACHIEVED, TEMPORARY SHORING WILL BE
8
.4
9
22.12
22
23.72 REQUIRED UNDER THE ADVICE OF A SPECIALIST SHORING CONTRACTOR.
24
0 22.08 23 26. EXCAVATIONS IN PROXIMITY TO EXISTING STRUCTURES WILL REQUIRE SPECIFIC DESIGN TO PREVENT
22.0
80
.06 23.97
Valve UNDERMINING WHICH SHOULD BE CARRIED OUT BY A SUITABLY QUALIFIED AND EXPERIENCED RPEQ
.
Po
24
08
22. we 23.37 STRUCTURAL ENGINEER.
282°02 CAP
78
r
.
24
21.98
Pit 8
22.09 po
le Telstra P '00" 2
3 4.78 25.20
27. A GEOTECHNICAL ENGINEER IS TO CONFIRM THAT ANY CONSTRUCTED CUT/FILL BATTERS AND RETAINING
STRUCTURES ON THE SITE HAVE ACHIEVED ADEQUATE STABILITY WITH A LONG-TERM FACTOR OF SAFETY
ly 1.9 it 16.090 24.4 .51
Gul 2 22
25 AGAINST GEOTECHNICAL FAILURES TO THEIR SATISFACTION.
25
Fire Hydrant 25. 28. EARTHWORKS LEVELS SHOWN ARE NOMINALLY 200MM BELOW FINISHED SURFACE LEVELS INCLUSIVE OF
25 5
22
.00
Back o 37
.1
.4
.42
f Kerb
Section 3
5
TOPSOIL LAYER. CONTRACTOR TO CONFIRM FINISHED SURFACE LEVLS BASED ON STRUCTURAL
31
22. Edge o ENGINEERING DRAWINGS FOR BUILDING SLAB THICKNESSES AND HYDRAULIC DRAWINGS FOR SUB-FLOOR
f Bitum
en
23.58 25 DRAINAGE TO CONFIRM EARTHWORKS SURFACE LEVEL.
24.82 29. ANY PRELOADING REQUIRED IS TO OCCUR IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERS
23
.46 Sewer Manhole
REQUIREMENTS. CONTRACTOR TO ALLOW FOR THE IMPORT AND REMOVAL OF ALL NECESSARY MATERIAL
B BULK EARTHWORKS VOLUMES TO UNDERTAKE THE PRELOADING OPERATIONS.
NOOSA COUNCIL C21 24.95
30. REFER ARCHITECTURAL DRAWINGS FOR BUILDING SETOUT.
24.8 CUT: 106m³
5
APPROVE PLAN C
C21 FILL: 57m³
RAL22/0016 & OPW22/0180 BALANCE : 103m³ CUT
30 JAN 2023
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
6 WYANDRA STREET, NOOSA HEADS
CAPITAL PRUDENTIAL TITLE: STATUS:
D 28/10/2022 REISSUED FOR APPROVAL MVP BP NW 6 WYANDRA STREET BULK EARTHWORKS PLAN FOR APPROVAL
© ABN 89 647 469 707 C
B
11/07/2022 ISSUE FOR OPW
24/06/2022 UPDATE ISSUE FOR MCU
BP
BP
NW
NW
NW
NW NOOSA HEADS NATHAN WAGSTAFF NOT FOR CONSTRUCTION
75 NOOSA DRIVE RPEQ: 20693
A 30/03/2022 ISSUED FOR MCU BP NW NW SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:100 DATE: 28/10/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
C20 20220078 A1 D
Document Set ID: 22294223
Version: 1, Version Date: 02/02/2023
Section 4
UNIT 2 UNIT 1
FFL 26.0
FFL 25.55 FFL 25.65 FFL 25.55
D BULK EARTHWORKS
C20 SECTION SCALE 1:100
UNIT 1
FFL 25.65 FFL 25.55
FFL 25.15
C BULK EARTHWORKS
C20 SECTION SCALE 1:100
DRIVEWAY UNIT 1
FFL 26.0 FFL 25.9
FFL 25.65
23%
16.67%
12.5% 2.5%
B BULK EARTHWORKS
C20 SECTION SCALE 1:100
DRIVEWAY UNIT 2 UNIT 1
FFL 26.0 FFL 25.9
FFL 25.65
25%
5% 16.67%
12.5%
A BULK EARTHWORKS
C20 SECTION SCALE 1:100
NOOSA COUNCIL
APPROVE PLAN
RAL22/0016 & OPW22/0180
30 JAN 2023
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
6 WYANDRA STREET, NOOSA HEADS
CAPITAL PRUDENTIAL TITLE: STATUS:
D 28/10/2022 REISSUED FOR APPROVAL MVP BP NW 6 WYANDRA STREET BULK EARTHWORKS FOR APPROVAL
© ABN 89 647 469 707 C
B
11/07/2022 ISSUE FOR OPW
24/06/2022 UPDATE ISSUE FOR MCU
BP
BP
NW
NW
NW
NW NOOSA HEADS NATHAN WAGSTAFF SECTIONS NOT FOR CONSTRUCTION
75 NOOSA DRIVE RPEQ: 20693
A 30/03/2022 ISSUED FOR MCU BP NW NW SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
AS SHOWN DATE: 28/10/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
C21 20220078 A1 D
Document Set ID: 22294223
Version: 1, Version Date: 02/02/2023
Section 5
VIP RL 24.845
VIP RL 24.345
VIP RL 24.282
VIP RL 24.32
VIP RL 24.651
VIP RL 24.292
VIP RL 24.267
VIP RL 24.23
DATUM RL 23.000
DATUM RL 23.000
HORIZONTAL CURVES L9.6
HORIZONTAL CURVES L10.06
VERTICAL CURVES L1.5 L1.5 L0.5 L3 L3.1
VERTICAL CURVES L1.5 L1.5 L0.5 L2.16 L4.4
12.5% 2.5% 5% 16.7% 26%
VERTICAL GRADES L1.5 L1.5 L0.5 L3 L3.1
12.5% 2.5% 5% 16.7% 22.7%
VERTICAL GRADES L1.5 L1.5 L0.5 L2.16 L4.4
DESIGN
24.095
24.282
24.320
24.345
24.845
25.650
DESIGN
24.042
24.230
24.267
24.292
24.651
25.637
25.650
SURVEY
24.095
24.336
24.567
24.641
25.210
25.684
SURVEY
24.319
24.549
24.607
24.924
25.201
25.203
CHAINAGE
9.602
1.5
3.5
6.5
CHAINAGE
10.058
0
3
5.657
UNIT 2 DRVY - LONGITUDINAL SECTION
1.5
3.5
10
0
3
UNIT 1 DRVY - LONGITUDINAL SECTION A1 HORZ SCALE 1:100
A1 VERT SCALE 1:50
A1 HORZ SCALE 1:100
A1 VERT SCALE 1:50
B99
STANDARDS 2004 (AU_NZ)
(c) 2022 Transoft Solutions, Inc. All rights reserved.
B99
STANDARDS 2004 (AU_NZ)
(c) 2022 Transoft Solutions, Inc. All rights reserved.
B99 B99
STANDARDS 2004 (AU_NZ)
All rights reserved.
(c) 2022 Transoft Solutions, Inc.
STANDARDS 2004 (AU_NZ)
All rights reserved.
(c) 2022 Transoft Solutions, Inc.
Ground Clearance (units: m) Ground Clearance (units: m)
Part # Front Wheelbase Rear Part # Front Wheelbase Rear
#1 0.12 0.12 0.12 #1 0.12 0.12 0.12
CHAINAGE
10.058
5.657
CHAINAGE
9.602
1.5
3.5
10
0
3
1.5
3.5
6.5
0
3
UNIT 1 DRVY - VERTICAL CLEARANCE UNIT 2 DRVY - VERTICAL CLEARANCE
NOOSA COUNCIL A1 HORZ SCALE 1:100
A1 VERT SCALE 1:100 A1 HORZ SCALE 1:100
A1 VERT SCALE 1:100
APPROVE PLAN
RAL22/0016 & OPW22/0180
30 JAN 2023
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
6 WYANDRA STREET, NOOSA HEADS
CAPITAL PRUDENTIAL TITLE: STATUS:
D 28/10/2022 REISSUED FOR APPROVAL MVP BP NW 6 WYANDRA STREET DRIVEWAY SECTIONS FOR APPROVAL
© ABN 89 647 469 707 C
B
11/07/2022 ISSUE FOR OPW
24/06/2022 UPDATE ISSUE FOR MCU
BP
BP
NW
NW
NW
NW NOOSA HEADS NATHAN WAGSTAFF SHEET 1 OF 2 NOT FOR CONSTRUCTION
75 NOOSA DRIVE RPEQ: 20693
A 30/03/2022 ISSUED FOR MCU BP NW NW SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:100 DATE: 28/10/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
C31 20220078 A1 D
Document Set ID: 22294223
Version: 1, Version Date: 02/02/2023
Section 6
A-5 A-4 A-3 A-2 A-1
-43°
-83°
27°
Q10% AEP
(2100) HGL
DATUM RL 20.00
COVER (& NATURAL SURFACE) LEVEL 26.00 (27.14) 26.00 (26.52) 25.65 (26.35) 24.07 22.52
DEPTH TO INVERT 0.68 0.80 1.06 0.88 0.90 1.41 1.43 0.92
25.34 25.10 24.99 24.93 22.88 22.82
HYDRAULIC GRADE LINE 25.65 25.47 25.15 25.00 22.89 21.78
INVERT LEVEL 25.32 25.20 24.94 24.77 24.75 22.66 22.64 21.60
PIPE CHAINAGE -38.60 -26.32 -20.37 -1.38 6.22
PIPE LENGTH L=12.28 L=5.95 L=18.99 L=7.60
PIPE SIZE (mm) 225 300 300 300
PIPE GRADE (%) 0.99% 2.86% 11.01% 13.69%
PIPE GRADE (1 in) 1 in 100.6 1 in 35 1 in 9.1 1 in 7.3
PIPE COVER MINIMUM Cover=0.45 Cover=0.43 Cover=0.60 Cover=0.65
PIPE CLASS Class=uPVC SN10 Class=uPVC SN10 Class=uPVC SN10 Class=uPVC SN10
PIPE ROUGHNESS n=0.013 n=0.013 n=0.013 n=0.013
Vcap - CAPACITY VELOCITY (m/s) Vcap=1.13 Vcap=2.31 Vcap=4.54 Vcap=5.06
Vc - CRITICAL DEPTH VELOCITY (m/s) Vc=1.14 Vc=1.13 Vc=1.19 Vc=1.23
Vn - NORMAL DEPTH VELOCITY (m/s) Vn=1.22 Vn=1.96 Vn=3.32 Vn=3.67
Vf - FULL PIPE VELOCITY (m/s) Vf=0.80 Vf=0.62 Vf=0.72 Vf=0.78
Qcap - CAPACITY FLOW (L/s) Qcap=45 Qcap=163 Qcap=321 Qcap=358
Q - PIPE FLOW (L/s) Q=32 Q=44 Q=51 Q=55
Qi - PIT INFLOW (L/s) & CHOKE (%) Qi=32 Qi=12 Qi=7 Qi=4
Ku (& Kw) - PIT LOSS FACTORS 5.61 2.34 (2.42) 2.28 (2.70) 1.81 (2.22)
PIT TYPE 600x600 FI 600x900 FI 600x600 FI 900x900 FI EXISTING
996.96E 993.86E 986.25E 977.16E 970.88E
PIT SETOUT 4988.74N 5000.63N 5002.21N 4985.55N 4981.26N
26.00Z 26.00Z 25.65Z 24.07Z 22.52Z
ROAD NAME &
ROAD CHAINAGE & OFFSET
LINE A
H SCALE - 1:500
V SCALE - 1:25
NOOSA COUNCIL
APPROVE PLAN
RAL22/0016 & OPW22/0180
30 JAN 2023
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
6 WYANDRA STREET, NOOSA HEADS
CAPITAL PRUDENTIAL TITLE: STATUS:
6 WYANDRA STREET STORMWATER SECTIONS FOR APPROVAL
© ABN 89 647 469 707
B 28/10/2022 RESISSUED FOR APPROVAL MVP BP NW NOOSA HEADS NATHAN WAGSTAFF NOT FOR CONSTRUCTION
75 NOOSA DRIVE RPEQ: 20693
A 11/07/2022 ISSUED FOR OPW BP NW NW SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:100 DATE: 28/10/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
C32 20220078 A1 B
Document Set ID: 22294223
Version: 1, Version Date: 02/02/2023
Section 7
rant
24.70 24.79
Hyd
Fire
24.68
Sewer Manhole
25.46
25.41
102°02 41
25
.77 '00" RP139776
24.7
3
26.35
TREE 0.1
20.115
50805
5
.2
24
25
26.83
24.00 .69
TREE 0.151004 27.0 Sewer
24.10 2
LIL 0.1 L ine Ind
7
27.07 icative
.5
3
50905
.7
26
26.60
9
Only (N
25
n
27.
.2
Kerb
26.22
25
ot Loc
tume
26.69
25.
52 26.09
5 ated b
5
27.
y
.3
71 86 Survey)
27.
26
2
Telstra ack of
.8
of B i
3
24
.4
26
24.17
0
2
2
41
.7
.9
24.4
26.
26
25
26.41
Deck
B
Edge
4
.6
26
25 26.
.84 45
Pit
6
.4
23.57
25
4
.5
2 3.
24
67
0"
26
26.150
.50
12°02'0
0
.5
9
26
.4
27.
27
Deck Stairs
46
23.
23.22
69
07 13
.5
Ramp
0
23.3
C 0
23
23.27
IN
.98
5
PO
.0
2
25
23.
.9
73
23
41
23.
23
8
9
.5
.6
.7
24
23
6
5
.1
26.1
26
Floor Level
9
74
.0
8
23.
2
27
00
.1
27
RL26.19
23.
24
23.00
.35
'00"
36
24.
1
.34
.1
30.175
25
23
192°02
25.25
.63
22.68
Deck
24
Co
06
137
nc
25.
re
59
23. 25.
19
te
RP160425
23.8
23.94
Dr
.23
6
.9
BM (Screw in Kerb) .57
ive
26
25
7
22 3
RL22.58 AHD 26.5
wa
22.59
25
5
y
26.85
.3
23.7
Stairs
23
Gully Pit 55
5
.
24.
8
21
.2
22.36
Garage Level
24
22.49
1
.35
.3
4
22
25
RL25.33
.6
24
0
26
.47
26.
3
.4
24.9
25
37
22.25 22.36
23
6
25
.6
.7
07
22
.15
25.
5
32 5.69
25
4
.0
24.80
23
7°0 0
24.
94
3
2'0
.1
22.21
25
3
25.92
22.10
7
.2
22.97
.1
0"
25
26
23
.65
9 .75
24
8
.4
22.12
22
.6
23.72
24
22.0
0 22.08 23
0
.06 23.97
Valve
.8
Po
24
8
2.0 w 23.37
2
er 282°02 CAP
. 78
24
21.98
Pit 8 22.09 po
le Telstra P '00" 24.7 25.20
l y .9 it 16.090 24.4
3 8
.51
Gul 21
22
25
25
Fire Hydrant 25.
25 5
22
.00
Back o 37
.1
.42
.4
f Kerb
5
31
22. Edge o
f Bitume
n
23.58 25
24.82
23
.46 Sewer Manhole
24.95
24.8 LEGEND
5
PRE-DEVELOPED CATCHMENT DEVELOPED CATCHMENT
PAVED GROUND
SITE AREA - 598m² SITE AREA - 598m²
NOOSA COUNCIL
APPROVE PLAN ROOF
DRIVEWAY
- 172.5m²
- 64.5m²
ROOF
DRIVEWAY
- 282.9m²
- 53.2m²
RAL22/0016 & OPW22/0180 OTHER PAVED - 67.4m² ROOF AREA OTHER PAVED - 113.6m²
PERVIOUS - 293.6m² PERVIOUS - 148.3m²
30 JAN 2023
IMPERVIOUS FRACTION - 50.9% IMPERVIOUS FRACTION - 75.2%
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
6 WYANDRA STREET, NOOSA HEADS
CAPITAL PRUDENTIAL TITLE: STATUS:
D 28/10/2022 REISSUED FOR APPROVAL MVP BP NW 6 WYANDRA STREET STORMWATER CATCHMENT FOR APPROVAL
© ABN 89 647 469 707 C
B
11/07/2022 ISSUE FOR OPW
24/06/2022 UPDATE ISSUE FOR MCU
BP
BP
NW
NW
NW
NW NOOSA HEADS NATHAN WAGSTAFF PLAN NOT FOR CONSTRUCTION
75 NOOSA DRIVE RPEQ: 20693
A 30/03/2022 ISSUED FOR MCU BP NW NW SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:100 DATE: 28/10/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
C33 20220078 A1 D
Document Set ID: 22294223
Version: 1, Version Date: 02/02/2023
The text continues on section 8.