Council archive · source document
Civil Package · MCU22/0058
MCU
NOT FOR CONSTRUCTION
RESIDENTIAL DUPLEX DEVELOPMENT
6 WYANDRA STREET, NOOSA HEADS, QLD 4567
Lot 40 RP 139776
CIVIL WORKS
GENERAL NOTES
1. ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN. 12. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH RELEVANT APPROVALS.
2. ALL SETOUT ON SITE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR 13. CONTRACTOR TO ALLOW TO LIASE/CO-ORDINATE WITH ELECTRICAL, LANDSCAPE AND
TO ALLOW FOR ALL MEANS NECESSARY TO ACCURATELY SETOUT THE WORKS. OTHER SERVICE CONTRACTORS THROUGHOUT CIVIL CONSTRUCTION.
3. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND 14. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR DEMOLITION WORKS
WHERE FURTHER DETAILS ARE REQUIRED THE CONTRACTOR SHALL REFER TO NOOSA COMMENCING ON SITE.
SHIRE COUNCIL DEVELOPMENT GUIDELINES, LOCAL WATER AUTHORITY GUIDELINES, 15. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, ROADS AND
ASSOCIATED STANDARD DRAWINGS AND SPECIFICATIONS U.N.O. SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE U.N.O.
4. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS SUCH THEIR 16. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING PROPERTIES AND
ACCURACY CANNOT BE GUARANTEED. NO RESPONSIBILITY IS TAKEN BY RECOR OR THE COUNCIL ROADS AND VERGES PRIOR TO COMMENCEMENT OF ANY WORKS ON SITE.
PRINCIPAL FOR THE ACCURACY AND COMPLETENESS OF THIS INFORMATION. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO ACCURATELY ESTABLISH THE LOCATION AND 17. CONTRACTOR TO CLEAR AND GRUB ALL VEGETATION ON SITE AS IDENTIFIED IN THE
LEVEL OF ALL EXISTING SERVICES PRIOR THE COMMENCEMENT OF ANY WORKS. ANY APPROVED VEGETATION MANAGEMENT PLAN. CONTRACTOR TO ENSURE ALL TREE ROOTS
DISCREPANCIES SHALL BE REPORTED TO THE SUPERINTENDENT. CONTRACTOR TO AND STUMPS ARE COMPLETELY REMOVED AND BACKFILLED TO LEVEL 1 SUPERVISION.
LOCATE AND PROTECT SERVICES AS REQUIRED DURING PROPOSED WORKS. CONTRACTOR TO ALLOW TO MULCH ALL CLEARED VEGETATION AND STOCKPILE ON SITE
OR REMOVE FROM SITE AS DIRECTED.
5. THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND SURVEY ALL
CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS SHOWN ON THE DRAWINGS 18. DRAWINGS TO BE READ IN CONJUNCTION WITH THE FOLLOWING
INCLUDING ANY POTENTIAL EXISTING SERVICES CLASHES PRIOR TO COMMENCEMENT OF CONSULTANTS/CONTRACTORS DRAWINGS:
CIVIL WORKS. CONTRACTOR TO IMMEDIATELY REPORT ANY DISCREPANCIES TO RECOR SURVEYOR: NOOSA COOLOOLA LAND SURVEYORS PTY LTD
AND AWAIT FORMAL DIRECTION PRIOR TO COMMENCING CIVIL WORKS.
ARCHITECT: BLACKWOOD ARCHITECTURE & DESIGN
6. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS SHALL BE
RESTORED TO ORIGINAL LEVEL, INCLUDING KERBS, FOOTPATHS, CONCRETE AREAS, HYDRAULICS: TBA
GRAVEL AREAS, GRASSED AREAS AND ROAD PAVEMENTS. STRUCTURAL: RECOR
7. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO LANDSCAPE: BLACKWOOD ARCHITECTURE & DESIGN
AUTHORITY/COUNCIL'S INFRASTRUCTURE. SUCH REPAIR OR REINSTATEMENT TO BE
CARRIED OUT IMMEDIATELY TO THE SATISFACTION OF INFRASTRUCTURE 19. ALL WORKS TO BE UNDERTAKEN IN ACCORDANCE WITH ALL LOCAL AUTHORITY
OWNER/MANAGER / AUTHORITY/COUNCIL. APPROVALS RECEIVED FOR THE PROJECT
8. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL WORKPLACE 20. NO WORKS ARE TO BE UNDERTAKEN ON LAND OUTSIDE OF THE SITE BOUNDARY WITHOUT
HEALTH AND SAFETY REQUIREMENTS. FORMAL APPROVAL BY THE OWNER/CUSTODIAN OF THAT LAND INCLUDING BUT NOT
LIMITED TO PRIVATE PROPERTY, ROAD RESERVE, PARKS/OPENSPACE, EASEMENTS..
9. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE TO BE IN CLOSE PROXIMITY TO
NEIGHBOURING LOT BOUNDARIES OR INFRASTRUCTURE, CONTRACTOR TO ALLOW IN
SCOPE OF WORKS TO PROVIDE ALL MEASURES NECESSARY TO ENSURE THE INTEGRITY
OF EXISTING BOUNDARIES AND INFRASTRUCTURE. THIS MAY INCLUDE THE USE OF LOW LOCALITY PLAN
VIBRATION EQUIPMENT, TRENCH SHORING ETC AS REQUIRED.
NOT TO SCALE
10. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THESE DRAWINGS,
THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE WRITTEN CONFIRMATION THAT
WORKS CAN COMMENCE.
11. CONTRACTOR TO PROVIDE AS CONSTRUCTED DRAWINGS FOR ALL CONSTRUCTED WORKS 27/06/2022
IN ACCORDANCE WITH LOCAL GOVERNMENT REQUIREMENTS. UNLESS OTHERWISE
EA ID: 2557785
ADVISED BY RECOR CONTRACTOR TO NOTE COUNCILS ADAC REQUIREMENTS. RPEQ: 26443
DO NOT SCALE, IF IN DOUBT ASK!
B 24/06/22 UPDATE ISSUE FOR MCU BP NW
A 30/03/22 ISSUE FOR MCU BP NW
Rev Date Description By Chk
DRAWING SCHEDULE
DRAWING NUMBER DRAWING TITLE REVISION
C01 COVER SHEET AND LOCALITY PLAN B [email protected]
C10 EXISTING SITE SERVICES PLAN B 37 MARY ST NOOSAVILLE, QLD
07 5211 1003
C20 BULK EARTHWORKS PLAN B Client
C21 BULK EARTHWORK SECTIONS B FORDE PROPERTY
Project Name
C30 ROADS AND DRAINAGE LAYOUT PLAN B RESIDENTIAL DUPLEX DEVELOPMENT
6 WYANDRA STREET
C32 DRIVEWAY SECTIONS (1 OF 2) B NOOSA HEADS
C33 DRIVEWAY SECTIONS (2 OF 2) B Title
B COVER SHEET AND LOCALITY PLAN
C35 STORMWATER CATCHMENT PLAN
Project No. Discipline Status
20220078 CIVIL PRELIMINARY
Designed By Drawn By Scale
(at
BRP BRP 1:100 A1)
Drawing No. Revision
C01 B
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalFull text of pages 2 to 5 (of 8)
Page 2
MCU
NOT FOR CONSTRUCTION
N
t
ran
24.70 24.79
Hyd
Fire
24.68
Sewer Manhole
25.46
25.41
25 102°02 41
.7 '00
20.115 " RP139776
7
24.7 26.35
3 TREE 0.1
50805
5
.2
24
25
26.83
24.00 .69
TREE 0.151004 27.0 Sewer
24.10 2
LIL 0.1 Line In
7
27.07 dicative
.5
3
50905
.7
26
9
26.60
Only (N
25
n
.2
rb
26.22
25
itume
26.69 ot Loc
e
25.
52 26.09 ated b
of K
5
27.
y Surv
.3
71 86
27.
26
2
ey)
EET
.8
3
of B
24
.4
26
24.17
0
2
2
Back
41
.7
.9
24.4
26.
26
25
26.41
Deck
Edge
4
.6
Pit a
26
25 26.
Telstr
.84 45
R
6
.4
23.57
25
4
RA ST
.5
23.
CLEAR AND GRUB ALL
24
67
00"
26 VEGETATION WITHIN SITE
DEMOLISH AND REMOVE
26.150
.50
BOUNDARY
12°02'
0
EXISTING DRIVEWAY
.5
9
26
.4
27.
27
Deck Stairs
46
23.
713
69
23.22
0
0.5
Ramp
0
23.3
23
C
WYAND
OIN
23.27
.98
5
.0
P
2
25
23.
.9
73
23
41
23.
23
8
9
.5
.65
.7
24
23
6
.1
26.1
26
Floor Level
9
74
.0
8
23.
2
27
00
.1
27
RL26.19
23.
24
23.00
40
.35
30.175 "
36
'00
24.
1
.34
.1
25
23
192°02
25.25
.63
22.68
Deck
24
Co
06
137
nc
ret 25.
23 .59 19
25.
RP160425
e
23.8
23.94
Dr
.23
6
.9
TBM (Screw in Kerb) .57
ive
26
25
7
22 3
RL22.58 AHD 26.5
wa
22.59
25
5
y
26.85
.35
23.7
Stairs
23
Gully Pit 4.5
5
.2
8
.2
2
1
22.36
Garage Level
24
22.49
1
.35
.3
DEMOLISH AND REMOVE
4
22
25
RL25.33
.6
24
0
26
.47
26.
3
.4
24.9
FROM SITE ALL EXISTING
25
37
22.25 22.36
STRUCTURES, PAVING AND
23
6
25
.6
27/06/2022
.7
07
22
.15
25.
5
RETAINING WALLS
32 5.69
4
.0
24.80
23
7°0 0
EA ID: 2557785
RPEQ: 26443
24.
94
3
2'0
LOCATE AND CAP OFF EXISTING
.1
22.21 DO NOT SCALE, IF IN DOUBT ASK!
25
3
25.92
22.10
7
.2
22.97
SEWER CONNECTION DURING
.1
0"
25
26
23
.65
EARTHWORKS
5
.7
24
8
.4
9
22.12
22
.6
23.72
24
22.0
0 22.08 23
80
.06 23.97
Valve
.
Po
24
0 8
22. we 23.37
282°02
8
CAP
.7
r
24
21.98 po '00
16.090 "
it 22.09 le Telstra P 24.7 25.20 B 24/06/22 UPDATE ISSUE FOR MCU BP NW
y P .98
3 8
ll it 24.4
25
.51 A 30/03/22 ISSUE FOR MCU BP NW
Gu 21
22 Rev Date Description By Chk
25
Fire Hydrant 25.
25 5
.00 22
Back 37
.1
.42
.4
of Ker
5
22.3
1
Edge b
of Bitu 23.58
men 24.82
SAFARI 23
.46 Sewer Manhole
STREET
24.95
24.8 [email protected]
5
37 MARY ST NOOSAVILLE, QLD
07 5211 1003
Client
FORDE PROPERTY
Project Name
RESIDENTIAL DUPLEX DEVELOPMENT
NOTE: 6 WYANDRA STREET
1. FOR GENERAL NOTES REFER DWG No. C01, WHICH IS TO BE REQUESTED AND VIEWED PRIOR 6. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, ROADS AND SERVICES NOOSA HEADS
TO COMMENCEMENT OF CONSTRUCTION IF NOT SUPPLIED. WITHIN LIMIT OF WORKS AND REMOVE FROM SITE U.N.O. NOTE:
Title
2. LOCATION AND DEPTH OF EXISTING SERVICES BASED ON SURVEY, DBYD AND COUNCIL 7. WHERE NECESSARY, CONTRACTOR SHALL OBTAIN ALL NECESSARY APPROVALS TO CARRY EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN DRAWINGS, ALL EXISTING SITE SERVICES PLAN
RECORDS. IT IS THE CONTRACTORS RESPONSIBILITY TO CONFIRM ACTUAL LOCATION AND OUT SERVICES RELOCATION OR ALTERATIONS. IN-GROUND SERVICES WITHIN THE PROPERTY BOUNDARY INCLUDING BUT NOT
LIMITED TO: STORMWATER DRAINAGE, SEWERAGE, WATER, GAS, ELECTRICAL
DEPTH PRIOR TO CARRYING OUT ANY EXCAVATION OR TRENCHING WORKS. AND COMMUNICATIONS TO BE SAFELY BE DISCONNECTED, REMOVED FROM
3. CONTRACTOR TO LOCATE AND PROTECT OR MAKE ARRANGEMENTS TO HAVE SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO ARRANGE ALL
NECESSARY APPLICATIONS AND PERMITS WITH THE RELEVANT AUTHORITIES.
DISCONNECTED AND REMOVED ALL EXISTING SERVICES ON SITE PRIOR TO COMMENCEMENT SERVICES TO BE CAPPED IN ACCORDANCE WITH RELEVANT SERVICE
OF WORKS. PROVIDER SPECIFICATIONS AND STANDARD DETAILS
Project No. Discipline Status
4. ALL VEGETATION WITHIN THE LIMIT OF WORKS TO BE CLEARED, MULCHED AND REMOVED 20220078 CIVIL PRELIMINARY
FROM SITE OR IF SCHEDULED STOCKPILE FOR USE BY LANDSCAPER. Designed By Drawn By Scale
(at
BRP BRP 1:100
5. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING PROPERTIES AND A1)
COUNCIL ROADS AND VERGES PRIOR TO COMMENCEMENT OF ANY WORKS ON SITE. Drawing No. Revision
C10 B
Page 3
MCU
NOT FOR CONSTRUCTION
N
EW CUT / FILL DEPTHS
Lower value Upper value Colour
BULK EARTHWORKS VOLUMES
CUT: 160.8m³ -1.4 to -1.3 m
t
ran
24.70 24.79
FILL: 57.3m³ -1.3 to -1.2 m
Hyd
BALANCE : 103.5m³ CUT -1.2 to -1.1 m
Fire
24.68
Sewer Manhole
25.46 -1.1 to -1.0 m
25.41
25 102°02 41
.77 '00
20.115 " RP139776
C
-1.0 to -0.9 m
24.7 26.35
3 TREE 0.1
50 805 -0.9 to -0.8 m
5
.2
A
24
25
26.83
24.00 .69
TREE 0.151004 27.0 Sewer
24.10 2
LIL 0.1 Line In
7
27.07 d icative -0.8 to -0.7 m
.5
3
50905
.7
26
9
26.60
Only (N
25
n
.2
rb
26.22
25
itume
26.69 ot Loc
f Ke
25.
52 26.09 ated b
3m
-0.7 to -0.6 m
5
27.
y Surv
.3
71 86
27.
26
2
ey)
EET
.8
7
ck o
3
of B
24
.4
2
26
24.17
0. Deck
-0.6 to -0.5 m
0
2
2
9m
41
.7
.9
24.4
26.
26
25
-
a
26.41
2
B
Edge
6
4
-0.5 to -0.4 m
-0.
.6
1m
a
26
25 26.
Telstr
.84 45
R
73
Pit
6
.4
23.57 -0.4 to -0.3 m
25
-0.
A
4
RA ST
.5
23.
24
67
-0.3 to -0.2 m
00"
26
26.150
.50
12°02'
-0.2 to -0.1 m
0
.5
9m
9
26
.4
27.
27
Deck Stairs
7
46
0.1
-0.1 to 0.0 m
8m
23.
3
071
69
23.22
0.5
3
Ramp
0
23.3 0.0 to 0.1 m
0.0
23
9m
NC
WYAND
23.27
POI
.98
5
.0
2
38
25
23.
.9
73
23
0.1 to 0.2 m
-0.
41
23.
23
8
9
.5
.65
.7
0.2 to 0.3 m
24
23
6
.1
26.1
26
Floor Level
9
74
.0
8
B
23.
2
27
00
.1
0.3 to 0.4 m
27
5m
RL26.19
23.
24
23.00
5
40 .349m
.35
0.4 to 0.5 m
0. 2
30.175 "
36
'00
24.
1
0.5 to 0.6 m
.34
.1
0m
25
23
0
192°02
25.25
.63
22.68
83
Deck
24
Co
0.6 to 0.7 m
-0.
06
137
nc
25.
ret
59
23. 2 .
5 19 0.7 to 0.8 m
RP160425
e
23.8
23.94
Dr
.23
6
.9
TBM (Screw in Kerb) .57
ive
26
25
B
7
22 3
RL22.58 AHD 26.5
wa
m
22.59
25
9Garage
5
y
26.85
.35
23.7
Stairs
23
Gully Pit
2
55
24.
.2
8
3
.2
1
0.
22.36
Level
24
2m
22.49
1
.35
.3
4
2
25
22
27/06/2022
.6
RL25.33
24
0
0.3
26
.47
26.
3
.4
24.9
25
m
37
19
EA ID: 2557785
22.25 22.36 RPEQ: 26443
23
6
0.2
25
.6
.7
07
22
.15
25.
5
32 5.69
DO NOT SCALE, IF IN DOUBT ASK!
4
.0
24.80
23
7°0 0
24.
94
13
2'0
22.21 EARTHWORKS NOTES
.
25
3
22.10 25.92
7
.2
22.97
.1
0"
25
26
23
.65 1. FOR GENERAL NOTES REFER DWG C01, WHICH IS TO BE REQUESTED AND VIEWED
PRIOR TO COMMENCEMENT OF CONSTRUCTION IF NOT SUPPLIED.
. 75
24
2. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 100MM OVER THE
8
.4
69
22.12 EXTENT OF THE WORKS UNLESS DIRECTED OTHERWISE AND STOCKPILED FOR FUTURE
22
23.72
.
24
USE AS NON-STRUCTURAL FILL IF REQUIRED, OR REMOVE FROM SITE.
22.0
0 22.08 23
0
.06 23.97 3. ANY PROPOSED RETAINING WALL WORKS MUST BE WHOLLY WITHIN THE PROPERTY B 24/06/22 UPDATE ISSUE FOR MCU BP NW
Valve
.8
Po
24
08 BOUNDARY OF THE SUBJECT SITE, INCLUDING REAR OF RETAINING WALL DRAINAGE A
22. we 23.37
30/03/22 ISSUE FOR MCU BP NW
282°02 CAP
78
r INFRASTRUCTURE FOR RETAINING WALLS IN CUT. Rev Date Description By Chk
.
24
21.98 po '00
16.090 "
it 22.09 le Telstra P 24.7 25.20 4. REFER ARCHITECT/LANDSCAPE ARCHITECT DRAWINGS FOR CONFIRMATION OF
y P .98
3 8
ll it 24.4 5.5
1
RETAINING WALL COLOUR AND FINISH.
Gu 21 2
22 5. ALL RETAINING WALL STRUCTURAL DESIGN IN ACCORDANCE WITH REQUIREMENTS OF
25
Fire Hydrant 25.
25 5
.0 22
Back 3
.1
.42 7
.4
0 MANUFACTURER AND/OR STRUCTURAL ENGINEER.
of Ker
5
22.
31
Edge b 6. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 1' SOIL
of Bitu 23.58 ENGINEERING SUPERVISION IN ACCORDANCE WITH APPENDIX B OF AS 3798. T
men 24.82
SAFARI
7. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN ACCORDANCE [email protected]
23
.46 Sewer Manhole WITH LANDSCAPE DRAWINGS.
37 MARY ST NOOSAVILLE, QLD
STREET C
24.95 8. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING.
9. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS OR RETAINING 07 5211 1003
24.8
5 WALLS (TEMPORARY OR PERMANENT) AS PER RELEVANT AUSTRALIAN STANDARDS AND Client
LEGISLATION. FORDE PROPERTY
10. ALL BATTERS TO BE KEYED/STEPPED INTO EXISTING MATERIAL AS DIRECTED BY Project Name
GEOTECHNICAL ENGINEER. CONTRACTOR TO ALLOW FOR ALL KEYING/STEPPING AS RESIDENTIAL DUPLEX DEVELOPMENT
REQUIRED. 6 WYANDRA STREET
11. ALL TEMPORARY AND FINAL BATTER SLOPES ARE TO BE INSPECTED AND APPROVED BY NOOSA HEADS
GEOTECHNICAL ENGINEER. CERTIFICATION OF LONG TERM STABILITY TO BE PROVIDED
BY GEOTECHNICAL ENGINEER PRIOR TO PRACTICAL COMPLETION. Title
12. CONTRACTOR'S RPEQ GEOTECHNICAL ENGINEER IS TO CONFIRM THAT ALL
BULK EARTHWORKS PLAN
CONSTRUCTED CUT/FILL BATTERS AND RETAINING STRUCTURES ON THE SITE HAVE
ACHIEVED ADEQUATE STABILITY WITH A LONG-TERM FACTOR OF SAFETY GREATER
THAN OR EQUAL TO 1.5 AGAINST GEOTECHNICAL FAILURES.
13. EARTHWORKS CUT/FILL DEPTHS SHOWN ARE APPROXIMATE INDICATING DEPTH FROM
EXISTING SURFACE TO FINISHED EARTHWORKS LEVEL INCLUSIVE OF TOPSOIL LAYER.
Project No. Discipline Status
REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR BUILDING SLAB THICKNESSES 20220078 PRELIMINARY
CIVIL
AND HYDRAULIC DRAWINGS FOR SUB-FLOOR DRAINAGE FOR DETERMINATION OF
Designed By Drawn By Scale
REQUIRED BULK EARTHWORKS SURFACE. 1:100 (at
BRP BRP A1)
14. IT IS RECOMMENDED THAT A GEOTECHNICAL CONSULTANT BE CONTACTED TO
Drawing No. Revision
CONFIRM THE SOIL CONDITIONS AND ANY SITE SPECIFIC REQUIREMENTS PRIOR TO
EARTHWORKS COMMENCING. C20 A
Page 4
MCU
NOT FOR CONSTRUCTION
VIP RL 25.8
VIP RL 25.8
VIP RL 25.45
VIP RL 25.45
FINISHED SURFACE
LEVEL
VIP RL 24.277
VIP RL 25.8
VIP RL 25.8
VIP RL 25.45
VIP RL 25.45
FINISHED SURFACE
LEVEL
VIP RL 23.938
VIP RL 23.879
VIP RL 23.861
HORIZONTAL CURVE DATA HORIZONTAL CURVE DATA
VERTICAL CURVE LENGTH (m) VERTICAL CURVE LENGTH (m)
VERTICAL CURVE RADIUS (m) VERTICAL CURVE RADIUS (m)
VERTICAL GEOMETRY GRADE (%) -8.9%
-1.2% 3.8% 25.1% 0% 49.2% 0% 99.5% VERTICAL GEOMETRY GRADE (%) 25.5% 48.3% 0% 50% 0% 100%
VERTICAL GEOMETRY LENGTH (m) 0.461.46 2.04 6.03 5.88 0.71 6.27 1.93 VERTICAL GEOMETRY LENGTH (m) 6.88 2.43 6.77 0.7 7.68 0.93
DATUM RL = 20.700 DATUM RL = 19.400
FINISHED SURFACE LEVEL
22.804
24.277
25.450
25.450
25.450
25.800
25.800
25.800
26.751
27.593
FINISHED SURFACE LEVEL
23.920
23.879
23.861
23.938
25.450
25.450
25.450
25.800
25.800
25.800
EXISTING SURFACE LEVEL
22.804
24.277
24.854
25.017
25.314
25.337
25.678
26.751
EXISTING SURFACE LEVEL
23.995
24.194
24.536
25.666
25.667
26.402
26.457
26.579
26.568
27.593
26.64
CUT / FILL DEPTH CUT / FILL DEPTH
-0.840
-0.116
-0.333
-0.598
-0.216
-0.217
-0.952
-0.657
-0.779
-0.768
0.000
0.000
0.596
0.433
0.136
0.463
0.122
0.000
0.123
CONTROL LINE CHAINAGE
16.077
16.777
24.457
25.386
CONTROL LINE CHAINAGE
16.581
22.854
24.781
6.876
9.305
0.464
1.921
3.959
9.992
15.87
10
20
10
20
0
0
A3 SCALE: H 1:200, V 1:100 A3 SCALE: H 1:200, V 1:100
EARTHWORKS SECTION A-A EARTHWORKS SECTION B-B
27/06/2022
VIP RL 27.441
EA ID: 2557785
RPEQ: 26443
DO NOT SCALE, IF IN DOUBT ASK!
VIP RL 25.8
VIP RL 25.8
VIP RL 25.45
VIP RL 25.45
FINISHED SURFACE
LEVEL
VIP RL 24.118
VIP RL 24.043
HORIZONTAL CURVE DATA
VERTICAL CURVE LENGTH (m)
VERTICAL CURVE RADIUS (m)
B 24/06/22 UPDATE ISSUE FOR MCU BP NW
VERTICAL GEOMETRY GRADE (%) -2.2% 3.7% 25% 0% 49.9% -0% 98.7%-27%
VERTICAL GEOMETRY LENGTH (m) 1.99 2 5.33 5.95 0.7 16.51 1.660.18 A 30/03/22 NOT USED BP NW
DATUM RL = 20.900
Rev Date Description By Chk
FINISHED SURFACE LEVEL
24.043
24.118
25.450
25.450
25.450
25.800
25.800
25.800
25.800
27.441
27.392
24.094
EXISTING SURFACE LEVEL
24.439
24.702
25.171
25.202
26.081
26.194
26.023
26.619
26.664
27.441
CUT / FILL DEPTH
-0.395
-0.583
-0.631
-0.393
-0.223
-0.819
-0.864
0.279
0.248
0.000
[email protected]
CONTROL LINE CHAINAGE 37 MARY ST NOOSAVILLE, QLD
15.263
15.966
32.479
34.141
34.324
1.986
3.983
9.31
07 5211 1003
10
20
30
0
A3 SCALE: H 1:200, V 1:100 Client
EARTHWORKS SECTION C-C FORDE PROPERTY
Project Name
RESIDENTIAL DUPLEX DEVELOPMENT
6 WYANDRA STREET
NOOSA HEADS
Title
BULK EARTHWORKS SECTIONS
Project No. Discipline Status
20220078 CIVIL PRELIMINARY
Designed By Drawn By Scale
(at
BRP BRP AS SHOWN A1)
Drawing No. Revision
C21 A
Page 5
MCU
NOT FOR CONSTRUCTION
N
600x600 FIELD INLET PIT
S.L.: 25.65
I.L.: 24.75
24.70 STORMWATER PIPE
600x900 FIELD INLET PIT
STORMWATER PIT
24.68 Fire H S.L.: 26.00
ydran
Sewer
Manho
t I.L.: 24.94
A-3
NEW RESIDENTIAL DRIVEWAY le
6.0 ATTENUATION TANK
CROSSOVER AS PER NSC STD m
DWG RS-049 & RS-050. UPPER
Ø3 2.9%
DRIVEWAY ALIGNMENT - 00 CONCRETE DRIVEWAY
REFER DWG C32 24.00 Sewer
A-4
Line In
dicativ
e Only
0.00m
(Not L
ocate
d by
Surve
y)
5.00m
EET
10.00
PROVIDE RETAINING WALLS TO
STRUCTURAL ENGINEERS
15.00
Pit
12. Ø22
Ø3 1.0%
Telstr
SPECIFICATIONS.
R
17.79
a
m
23.57
3m 5
RA ST
m
1
00
1.0
m
.0m
Edge
%
of
19
Bitum
23.22
en
WYAND
EET
EET
A STR
A-5
A STR
PROVIDE 4,000L RAINWATER
40
BREAK INTO EXISTING GULLY ATTENUATION TANK OR SIMILAR AS
.7%
R
INLET, CONNECT STORMWATER PER DETAIL A. INDIATIVE LOCATION
WYAND
AND MAKE GOOD. 13 SHOWN.
R
m 00
22.68
WYAND
7.6 Ø3 A-2
18.26
m
Gully
22.36 Pit
A-1 15.00
600x600 FIELD INLET PIT
S.L.: 26.00
m
22.25 ROOF DRAINAGE TO HYDRAULIC
I.L.: 25.32 ENGINEERS SPECIFICATIONS
900x900 FIELD INLET PIT Ø100 HIGH FLOW OUTLET 27/06/2022
S.L.: 24.07 4,000L ATTENUATION TANK OR SIMILAR
EA ID: 2557785
I.L.: 22.64 RPEQ: 26443
22.10 DO NOT SCALE, IF IN DOUBT ASK!
10.00
m
ATTENUATION VOLUME
22.00
Valve
Power
SAFAR
pole
CAP LOW FLOW ORIFICE OUTLET
21.98
I STRE
Gully
21.98
22.00
Telstr
a
ET
Pit MODIFY HYDRANT TO SUIT
PROPOSED DRIVEWAY SURFACE
B 24/06/22 UPDATE ISSUE FOR MCU
A 30/03/22 ISSUE FOR MCU
BP
BP
NW
NW
Pit
Fire H Rev Date Description By Chk
22.31 Edge
ydran
t 5.00m
o f Bitu
men DETAIL A - RAINWATER ATTENUATION TANK
SAIFSATRREIET
24.82
SAFAR 23.46 Sewer
Manho
le
NEW RESIDENTIAL DRIVEWAY
CROSSOVER AS PER NSC STD
DWG RS-049 & RS-050. LOWER
STREET 24.85 ROOF DRAINAGE TO HYDRAULIC
ENGINEERS SPECIFICATIONS
ORIFICE PLATE DISK
[email protected]
37 MARY ST NOOSAVILLE, QLD
DRIVEWAY ALIGNMENT - 0.00m WITH 53mm ORIFICE 07 5211 1003
Client
REFER DWG C33 FORDE PROPERTY
HIGH FLOW TANK WALL
OUTLET
Project Name
TANK BASE
RESIDENTIAL DUPLEX DEVELOPMENT
SCREW ON 6 WYANDRA STREET
ACCESS CAP
NOOSA HEADS
ROADWORKS AND DRAINAGE NOTES Title
OUTLET TO ORIFICE DISK TO BE GLUED INSIDE ROADS AND DRAINAGE LAYOUT PLAN
1. BUILDING DRAINAGE DETAILS.TO CONFORM TO REQUIREMENTS OF HYDRAULIC ENGINEER, 11. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT SPECIFICATION, AND DRAINAGE JUNCTION. uPVC OUTLET FROM
2. ALL ROADWORKS AND DRAINAGE (EXTERNAL TO SITE BOUNDARIES AND/OR COUNCIL OWNED DRAINAGE PIPES LOCAL AUTHORITY GUIDELINES AND SPECIFICATIONS. WHERE STRUCTURES EXCEED MAXIMUM DEPTH AS NETWORK TANK TO BUTT UP AGAINST
IDENTIFIED WITHIN STANDARD DRAWINGS THE CONTRACTOR WILL ENSURE AN ADEQUATE STRUCTURAL ORIFICE DISK
INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTION AND TESTING TO BE IN ACCORDANCE WITH NOOSA
SHIRE COUNCIL DEVELOPMENT GUIDELINES, DRAWINGS AND SPECIFICATIONS. DESIGN IS UNDERTAKEN FOR THE SUBJECT STRUCTURE TO BE CONSTRUCTED TO.
3. ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE LINES INTERNAL TO THE SITE BOUNDARIES) 12. ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH ARCHITECTURAL/LANDSCAPING DRAWINGS AND
CONSTRUCTED AND TESTED TO BE IN ACCORDANCE WITH RELEVANT AUSTRALIAN STANDARDS. RELEVANT AUTHORITY STANDARD DRAWINGS AND SPECIFICATIONS. FOOTPATHS TO BE CONSTRUCTED WITH LOW FLOW OUTLET WITH SCREW CAP
7. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO RELEVANT AUSTRALIAN STANDARDS INCLUDING BUT MAXIMUM 2.5% CROSSFALL. SHOULD CONSTRUCTED FOOTPATHS EXCEED 2.5% CROSSFALL, THE Project No. Discipline Status
NOT LIMITED TO AS4058 AND AS1992. CONTRACTOR WILL BE REQUIRED TO RECTIFY BY REMOVING AND REPLACING AT THEIR COST. 20220078 PRELIMINARY
CIVIL
8. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING STORMWATER DRAINAGE WHERE CONNECTING 13. CONCRETE FOOTPATH TO BE 100mm THICK N32 WITH SL72 MESH IN ACCORDANCE WITH NSC STD DWG RS-065,
ON TO EXISTING. AS1679 AND AS3600 UNO Designed By Drawn By Scale
(at
14. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE KERB AND CHANNEL INCLUDING ANY ASSOCIATED BRP BRP 1:100 A1)
9. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS TO BE CLASS "D" IN ACCORDANCE WITH AS3996.
10. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT BE LOOSE OR MOVE UNDER WHEEL PIPEWORK ACROSS THE FOOTWAY AND REINSTATE THE KERB AND CHANNEL AND THE FOOTWAY AREA IN
Drawing No. Revision
LOADS. ACCORDANCE WITH COUNCIL GUIDELINES.
C30 A
The text continues on page 6.
Used in these records
Civil Package.pdfRelated documentApplication case desk ↗
About this file
- File size
- 1.6 MB (small file)
- File type
No other editions are linked here.