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RFI - engineering response plans
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Plans and drawings
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Log in to see the plans as drawnRESIDENTIAL DUPLEX DEVELOPMENT 6 WYANDRA STREET, NOOSA HEADS, QLD 4567 Lot 40 RP 139776 CIVIL WORKS GENERAL NOTES: THE FOLLOWING INSPECTIONS MUST BE COMPLETED BY RECOR ENGINEERS BEFORE 9. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL WORKPLACE ENGINEERING CERTIFICATION WILL BE ISSUED. THE CONTRACTOR IS TO PROVIDE A MINIMUM HEALTH AND SAFETY REQUIREMENTS. OF 72 HOURS NOTICE TO RECOR FOR REQUIRED INSPECTIONS. SHOULD THE CONTRACTOR FAIL 10. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE TO BE IN CLOSE PROXIMITY TO TO REQUEST AN INSPECTION, THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS TO NEIGHBOURING LOT BOUNDARIES OR INFRASTRUCTURE, CONTRACTOR TO ALLOW IN ALLOW FOR THE WORKS TO BE INSPECTED TO THE SATISFACTION OF RECOR. ANY SCOPE OF WORKS TO PROVIDE ALL MEASURES NECESSARY TO ENSURE THE INTEGRITY INSPECTIONS THAT FAIL ARE TO BE RE-INSPECTED WITH ALL REINSPECTION COSTS TO BE PAID OF EXISTING BOUNDARIES AND INFRASTRUCTURE. THIS MAY INCLUDE THE USE OF LOW BY THE CONTRACTOR. VIBRATION EQUIPMENT, TRENCH SHORING ETC AS REQUIRED. a. PRESTART 11. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THESE DRAWINGS, b. EARTHWORKS - FINAL STRIPPING OF TOPSOIL, INSTALLATION OF SEDIMENT AND EROSION THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE WRITTEN CONFIRMATION THAT CONTROL MEASURES UNSUITABLE GROUND WORKS CAN COMMENCE. c. SIDE AND CUT OFF DRAINS 12. CONTRACTOR TO PROVIDE AS CONSTRUCTED DRAWINGS FOR ALL CONSTRUCTED WORKS IN ACCORDANCE WITH LOCAL GOVERNMENT REQUIREMENTS. UNLESS OTHERWISE d. STORMWATER PIPE LAID ON BEDDING PRIOR TO BACKFILL ADVISED BY RECOR CONTRACTOR TO NOTE COUNCILS ADAC REQUIREMENTS. e. STORMWATER TRENCH BACKFILLED PRIOR TO PAVEMENT PLACEMENT 13. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH RELEVANT APPROVALS. f. STORMWATER STRUCTURE BASE SLABS 14. CONTRACTOR TO ALLOW TO LIASE/CO-ORDINATE WITH ELECTRICAL, LANDSCAPE AND g. SEWER RETICULATION OTHER SERVICE CONTRACTORS THROUGHOUT CIVIL CONSTRUCTION. h. WATER RETICULATION 15. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR DEMOLITION WORKS COMMENCING ON SITE. i. PAVEMENT SUBGRADE 16. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, ROADS AND j. PAVEMENT REINFORCING SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE U.N.O. k. PAVEMENT PRIOR TO SEALING (PRESEAL) 17. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING PROPERTIES AND l. RETAINING WALL FOOTING REINFORCING COUNCIL ROADS AND VERGES PRIOR TO COMMENCEMENT OF ANY WORKS ON SITE. m. RETAINING WALL BLOCKWORK PRIOR TO CORE FILL 18. CONTRACTOR TO CLEAR AND GRUB ALL VEGETATION ON SITE AS IDENTIFIED IN THE APPROVED VEGETATION MANAGEMENT PLAN. CONTRACTOR TO ENSURE ALL TREE ROOTS n. STEEL REINFORCEMENT OF CONCRETE STRUCTURES AND STUMPS ARE COMPLETELY REMOVED AND BACKFILLED TO LEVEL 1 SUPERVISION. o. PRACTICAL COMPLETION CONTRACTOR TO ALLOW TO MULCH ALL CLEARED VEGETATION AND STOCKPILE ON SITE OR REMOVE FROM SITE AS DIRECTED. p. ON MAINTENANCE 19. DRAWINGS TO BE READ IN CONJUNCTION WITH OTHER PROJECT q. OFF MAINTENANCE CONSULTANTS/CONTRACTORS DRAWINGS. r. ANY OTHER INSPECTION AS SPECIFIED BY LOCAL COUNCIL (REFER DEVELOPMENT 20. CONTRACTOR TO PREPARE AND HAVE APPROVED BY RELEVANT AUTHORITY: ROAD APPROVAL) OPENING PERMIT AND TRAFFIC MANAGEMENT PLAN FOR ALL WORKS WITHIN COUNCIL s. ANY OTHER INSPECTION AS REQUIRED BY UNITY WATER AND WHERE RELEVANT TO THEIR ROAD RESERVES. CONTRACTOR TO ALLOW FOR ALL COSTS ASSOCIATED WITH CERTIFICATION SCHEME IMPLEMENTATION OF THE TMP. LOCALITY PLAN 21. ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH ALL LOCAL AUTHORITY APPROVALS NOT TO SCALE RECEIVED FOR THE PROJECT GENERAL NOTES 22. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH OPW APPROVALS BY 1. ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN. COUNCIL. 2. ALL SETOUT ON SITE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR 23. NO WORKS ARE TO BE UNDERTAKEN ON LAND OUTSIDE OF THE SITE BOUNDARY WITHOUT TO ALLOW FOR ALL MEANS NECESSARY TO ACCURATELY SETOUT THE WORKS. FORMAL APPROVAL BY THE OWNER/CUSTODIAN OF THAT LAND INCLUDING BUT NOT 3. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND LIMITED TO PRIVATE PROPERTY, ROAD RESERVE, PARKS/OPENSPACE, EASEMENTS. WHERE FURTHER DETAILS ARE REQUIRED THE CONTRACTOR SHALL REFER TO NOOSA 24. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF CONSTRUCTION DRAWINGS AND SHIRE COUNCIL DEVELOPMENT GUIDELINES, LOCAL WATER AUTHORITY GUIDELINES, APPROVALS ON SITE AT ALL TIMES. ASSOCIATED STANDARD DRAWINGS AND SPECIFICATIONS U.N.O. 25. ALL WATER AND SEWER RETICULATION WORKS TO BE CONSTRUCTED IN ACCORDANCE 4. SHOULD ANY OF THE CONSTRUCTED WORKS BE CONSTRUCTED OUTSIDE OF THE WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN AND CONSTRUCTION CODE (2013). TOLERANCES SPECIFIED WITHIN THE PROJECT SPECIFICATION AND LOCAL AUTHORITY REQUIREMENTS, THE CONTRACTOR WILL RECTIFY AT THEIR COST INCLUSIVE OF ANY DRAWING SCHEDULE ADDITIONAL COSTS INCURRED BY RECOR. DRAWING NUMBER DRAWING TITLE 5. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS SUCH THEIR C01 COVER SHEET AND LOCALITY PLAN ACCURACY CANNOT BE GUARANTEED. NO RESPONSIBILITY IS TAKEN BY RECOR OR THE PRINCIPAL FOR THE ACCURACY AND COMPLETENESS OF THIS INFORMATION. IT IS THE C02 EXISTING SITE SERVICES PLAN RESPONSIBILITY OF THE CONTRACTOR TO ACCURATELY ESTABLISH THE LOCATION AND LEVEL OF ALL EXISTING SERVICES PRIOR THE COMMENCEMENT OF ANY WORKS. ANY C10 EROSION & SEDIMENT CONTROL PLAN DISCREPANCIES SHALL BE REPORTED TO THE SUPERINTENDENT. CONTRACTOR TO LOCATE AND PROTECT SERVICES AS REQUIRED DURING PROPOSED WORKS. C11 EROSION & SEDIMENT CONTROL DETAILS 6. THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND SURVEY ALL C20 BULK EARTHWORKS PLAN CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS SHOWN ON THE DRAWINGS INCLUDING ANY POTENTIAL EXISTING SERVICES CLASHES PRIOR TO COMMENCEMENT OF C21 BULK EARTHWORK SECTIONS CIVIL WORKS. CONTRACTOR TO IMMEDIATELY REPORT ANY DISCREPANCIES TO RECOR AND AWAIT FORMAL DIRECTION PRIOR TO COMMENCING CIVIL WORKS. C30 ROADS AND DRAINAGE LAYOUT PLAN 7. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS SHALL BE C31 DRIVEWAY SECTIONS RESTORED TO ORIGINAL LEVEL, INCLUDING KERBS, FOOTPATHS, CONCRETE AREAS, GRAVEL AREAS, GRASSED AREAS AND ROAD PAVEMENTS. C32 STORMWATER SECTION 8. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO C33 STORMWATER CATCHMENT PLAN AUTHORITY/COUNCIL'S INFRASTRUCTURE. SUCH REPAIR OR REINSTATEMENT TO BE CARRIED OUT IMMEDIATELY TO THE SATISFACTION OF INFRASTRUCTURE OWNER/MANAGER / AUTHORITY/COUNCIL. CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME: 6 WYANDRA STREET, NOOSA HEADS CAPITAL PRUDENTIAL TITLE: STATUS: D 21/10/2022 REISSUED FOR APPROVAL MVP BP NW 6 WYANDRA STREET GENERAL NOTES 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 N.T.S DATE: 28/10/2022 DRAWING NUMBER: PROJECT NUMBER: SHEET REV: SIZE: RECORCONSULTING.COM REVISIONS DO NOT SCALE, IF IN DOUBT ASK C01 20220078 A1 D
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Full text of sections 2 to 5 (of 13)
Section 2
N
NOTE:
1. FOR GENERAL NOTES REFER DWG No. C01, WHICH IS TO BE REQUESTED AND VIEWED PRIOR
TO COMMENCEMENT OF CONSTRUCTION IF NOT SUPPLIED.
2. THE CONTRACTOR WILL MAKE HIMSELF FULLY AWARE OF THE EXISTING FEATURES OF THIS
SITE AND ENSURE ANY ADDITIONAL WORKS NOT SHOWN ON THIS PLAN ARE INCLUDED IN THE
CONTRACT.
rant
24.70 24.79
3. LOCATION AND DEPTH OF ANY EXISTING SERVICES IDENTIFIED BASED ON SURVEY, DBYD
Hyd
AND COUNCIL RECORDS. IT IS THE CONTRACTORS RESPONSIBILITY TO CONFIRM ACTUAL
CLEAR AND GRUB ALL LOCATION AND DEPTH PRIOR TO CARRYING OUT ANY EXCAVATION OR TRENCHING WORKS.
Fire
24.68 VEGETATION WITHIN SITE
Sewer Manhole BOUNDARY
4. CONTRACTOR TO LOCATE AND PROTECT ALL EXISTING SERVICES ON SITE AND WITHIN
25.41 25.46 VERGE PRIOR TO COMMENCEMENT OF WORKS.
25
.77 5. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR TO ANY DEMOLITION WORKS
COMMENCING ON SITE.
24.7 26.35
3 TREE 0.1 6. ALL VEGETATION WITHIN THE LIMIT OF WORKS TO BE CLEARED, MULCHED, GRUBBED AND
50805
5
REMOVED FROM SITE IN ACCORDANCE WITH APPROVED VEGETATION CLEARING PLAN (BY
.2
24
25
26.83
24.00 .69
TREE 0.151004 27.0 Sewer OTHERS) OR IF SCHEDULED STOCKPILE FOR USE BY LANDSCAPER.
24.10 2
LIL 0.1 Line In
7
27.07 dicative
.5
3
50905
.7
26
26.60
9
Only (N
25
n
.2
rb
26.22
25
ot Loc
tume
26.69
of Ke
25.
52 26.09 ated b 7. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES ON SITE AND MAKE SUITABLE
5
27.
y
.3
71 86 Survey)
27. ARRANGEMENTS TO HAVE DISCONNECTED PRIOR TO DEMOLITION WORKS BEGINNING.
26
2
.8
of B i
3
24
.4
26
24.17
8. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS DRAWING, THE
0
2
2
Back
41
.7
.9
24. 4
26.
26
25
26.41 CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE WRITTEN CONFIRMATION THAT WORKS
Deck
Edge
CAN COMMENCE.
4
.6
Telstra
26
25 26.
.84 45 9. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING PROPERTIES AND
Pit
6
COUNCIL ROADS AND VERGES PRIOR TO COMMENCEMENT OF ANY WORKS ON SITE.
.4
23.57
25
4
.5
23.
10. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, ROADS, RETAINING
24
67
WALLS AND SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE U.N.O.
26
.50 11. WHERE NECESSARY, CONTRACTOR SHALL OBTAIN ALL NECESSARY APPROVALS TO CARRY
0
OUT SERVICES RELOCATION OR ALTERATIONS.
.5
9
26
.4
27.
27
Deck Stairs
6 4
23.
DEMOLISH AND REMOVE 69
71 3
.50
23.22
Ramp
0
EXISTING DRIVEWAY 23.3 0 NOTE:
23
NC
POI
23.27
.98
5
.0
EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN DRAWINGS, ALL
2
25
23.
.9
73
23
IN-GROUND SERVICES WITHIN THE PROPERTY BOUNDARY INCLUDING BUT NOT
41 LIMITED TO: STORMWATER DRAINAGE, SEWERAGE, WATER, GAS, ELECTRICAL
23.
23
AND COMMUNICATIONS TO BE SAFELY BE DISCONNECTED, REMOVED FROM
8
9
.5
.65
.7
24
SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO ARRANGE ALL
23
6
.1
26.1
26
NECESSARY APPLICATIONS AND PERMITS WITH THE RELEVANT AUTHORITIES.
Floor Level
9
74
.0
8
SERVICES TO BE CAPPED IN ACCORDANCE WITH RELEVANT SERVICE
23.
2
27
0
.1
0
27
PROVIDER SPECIFICATIONS AND STANDARD DETAILS
RL26.19
23.
24
23.00
.35
36
24.
1
.34
.1
25
23
25.25
.63
22.68
Deck
24
Co
.06
nc
25
ret
59
23. 25.
19
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
.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
66
25
.7
.
07
22
.15
25.
5
04
24.80
.
23
DEMOLISH AND REMOVE FROM 24.
94
3
SITE ALL EXISTING STRUCTURES,
.1
22.21
25
23
25.92
22.10
7
PAVING AND RETAINING WALLS 22.97
.1
.
25
26
23
.65
5
.6 4.7
2
LOCATE AND CAP OFF EXISTING SEWER
8
.4
9
22.12
22
23.72 CONNECTION DURING EARTHWORKS
24
22.0
0 22.08 23
80
.0 23.97
Valve 6
.
Po
24
.08
22 we 23.37 CAP
8
r p
.7
24
21.98
it 22.09 ole Telstra P 24.7 25.20
y P .98
3 8
l it 24.4 .51
Gul 21
22
25
25
Fire Hydrant 25.
25 5
22
.0
Back o 37
.1
.42
.4
0
f Kerb
5
31
22. Edge o
f Bitum 23.58
en 24.82
23
.46 Sewer Manhole
24.95
24.8
5
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
6 WYANDRA STREET, NOOSA HEADS
CAPITAL PRUDENTIAL TITLE: STATUS:
D 21/10/2022 REISSUED FOR APPROVAL MVP BP NW 6 WYANDRA STREET EXISTING SITE SERVICES 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
C02 20220078 A1 D
Section 3
SEDIMENT CONTROL
1. ALL SEDIMENT AND EROSION CONTROL MEASURES TO BE IN ACCORDANCE WITH INTERNATIONAL EROSION
CONTROL ASSOCIATION (IECA) AUSTRALIA GUIDELINES AND THE SPECIFICATIONS.
N 1. SEDIMENT AND EROSION CONTROL DETAILS SHOWN ARE MINIMUM REQUIREMENTS. IT IS THE CONTRACTORS
RESPONSIBILITY TO INSTALL ADDITIONAL CONTROL MEASURES AS DEEMED NECESSARY THROUGHOUT
CONSTRUCTION.
2. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL SEDIMENT CONTROL DEVICES IN A FUNCTIONAL ORDER AND
REPLACE ALL BLOCKED SEDIMENT DEVICES AS REQUIRED UNTIL SUCCESSFUL OFF MAINTENANCE OF WORKS.
3. CONSTRUCTION OF ALL SEDIMENT MANAGEMENT DEVICES TO THE SATISFACTION OF THE SUPERINTENDENT.
SHALL BE COMPLETED AND EFFECTIVE PRIOR TO:
a. STRIPPING OF TOPSOIL AND GRASS.
b. BULK EARTHWORKS TO THE SITE.
rant
24.70 24.79 c. SERVICES INSTALLATION.
d. PAVEMENT CONSTRUCTION
Hyd
5. ALL SEDIMENT MANAGEMENT MEASURES ARE TO REMAIN IN PLACE UNTIL INSTRUCTION IS RECEIVED IN WRITING
FROM THE SUPERINTENDENT TO REMOVE ALL OR PART OF THE SILT CONTROL APPLICATIONS.
Fire
24.68 6. THE BULK EARTHWORKS AND SEDIMENT CONTROL LAYOUT PLAN SHALL BE READ IN CONJUNCTION WITH THE
Sewer Manhole APPROVED DRAWINGS.
25.46
25
25.41 .46
41 7. PRIOR TO COMMENCEMENT OF CONSTRUCTION APPROVAL IS TO BE OBTAINED FROM THE SUPERINTENDENT FOR
+24.41
102°02
+25.15
THE LOCATION OF THE SITE ACCESS POINT AND WASH DOWN AREA WHICH ARE TO BE MAINTAINED THROUGHOUT
25
.7 7
|S|
'00" RP139776 THE CONSTRUCTION PERIOD.
20.115
+25.12
24.7 2266.3
.355 8. IF SEDIMENT AND EROSION CONTROL DEVICES HAVE BEEN FOUND TO BE DIFFERENT OR FAILED IN SERVICE,
3 TREE 0.1
50805 CORRECTIVE ACTION IS TO BE UNDERTAKEN IMMEDIATELY WHICH MAY INCLUDE AMENDMENTS' ADDITIONS TO THE
5
.2
.55
24
25
2266.8
.833 ORIGINAL APPROVED EROSION CONTROL PLANS. SUCH AMENDMENTS ARE TO BE APPROVED BY SUPERINTENDENT,
Sewer
3 25
.69
TREE 0.151004
+25.55
24.00 27.0
Line In
.7 +
24.10 2 IF DEEMED NECESSARY AND RELEVANT.
+24.10
27.07 LLIIL
7
L 00
.15.1 dicative
.5
0950509
26
26.60
9
05 27.5 Only (N
25
n
27.
.2
rb
26.22
+25.90
25
o
tume
26.69
t Loca
e
25.
5
+24.75
52 26.09
ted by
K
+27.10
2277..86
5
9. OVERALL
.3
71 86 Survey)
27.
26
2
Telstra ck of
.8
a. TEMPORARY DRAINAGE CONTROL FLOWS SHOULD BE DIVERTED AROUND THE WORK SITE WHERE POSSIBLE.
of B i
3
24
.4
26
24.17
b. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND BE OPERATIONAL BEFORE
0
2
2
41
.7
.9
24. 4
2266. .41
26
25
COMMENCING UP-SLOPE EARTHWORKS.
a
26.41
B Deck
Edge
c. IN AREAS WHERE RUNOFF TURBIDITY IS TO BE CONTROLLED, EXPOSED SURFACES TO BE EITHER MULCHED,
4
.6
COVERED WITH EROSION CONTROL BLANKETS OR TURFED IF EARTHWORKS ARE EXPECTED TO BE DELAYED
26
25 26.
.84 45
PROVIDE STABILISED Pit FOR MORE THAN 14 DAYS.
+26.00
6
+25.65
.4
+25.55
23.57
25
CONSTRUCTION ENTRY/EXIT
4
2|4S|
SEDIMENT FENCE
.5
23.
67
0" 10. FOR SEDIMENT FENCE STANDARD DETAIL AND SPECIFICATION REFER TO NOOSA SHIRE COUNCIL STANDARD
+25.55
26 DRAWING ESC-04 AND ESC-05, OR ALTERNATIVELY INTERNATIONAL EROSION CONTROL ASSOCIATION
26.150 .50
12°02'0
AUSTRALASIA (IECA) BEST PRACTICES STANDARD DRAWINGS SF-01 AND SF-02 SEDIMENT FENCE.
0
.5
9
26
.4
27.49
27.
|S|
27
Deck Stairs
TEMPORARY CONSTRUCTION ENTRY/EXIT
46
+26.00
11. FOR CONSTRUCTION ENTRY / EXIT STANDARD DETAIL AND SPECIFICATION REFER TO NOOSA SHIRE COUNCIL
Ramp+25.90
23.
23.22
69
0 7 13 STANDARD DRAWING ESC-01, OR ALTERNATIVELY INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA
23.3
0
0.5 (IECA) BEST PRACTICES STANDARD DRAWINGS EXIT-01 AND EXIT-02 CONSTRUCTION EXIT - ROCK PAD
23
NC
|S|
POI
23.27
.98
5
(CONSTRUCTION SITES ONLY), EXIT-03 - ROCK PADS FOR BUILDING SITES AND EXIT-04 AND EXIT-05 CONSTRUCTION
.0
2
25
23.
.9
73 EXIT - VIBRATION GRID.
23
+25.65
41
23.
23
FILTER SOCK SEDIMENT TRAP
8
9
.5
.65
.7
24
23
6
|S|
.1
26.1
12. FOR FILTER SOCK SEDIMENT TRAP STANDARD DETAIL AND SPECIFICATION REFER TO INTERNATIONAL EROSION
26
Floor Level
9
74 CONTROL ASSOCIATION AUSTRALASIA (IECA) BEST PRACTICES STANDARD DRAWING ESC-03 KERB INLET SEDIMENT
.0
8
23.
2
+24.75
27
00
.1
27.12
TRAPS.
27
RL26.19
+24.95
23.
+25.55
24
23.00
.35
|S|
REVEGETATION
'00"
3 6
24. 13. FOR REVEGETATION STANDARD SPECIFICATION REFER TO INTERNATIONAL EROSION CONTROL ASSOCIATION
1
PROVIDE FILTER SOCK
.34
.1
30.175
25
AUSTRALASIA (IECA) BEST PRACTICES STANDARD DRAWING R-01 REVEGETATION GENERAL.
23
SEDIMENT TRAP TO
192°02
25.25
.63
22.68
Deck
24
DOWNSTREAM SAG INLET
|S|
Co
OPERATION AND MAINTENANCE
.06 137
nc
25
14. IN ACCORDANCE WITH NC ESC GUIDELINES, ALL ESC MEASURES SHALL BE INSPECTED:
ret
59
23. 25.
19
RP160425
e
26 +25.55
· AT LEAST DAILY (WHEN WORK IS OCCURRING ON SITE) OR WEEKLY (WHEN WORK IS NOT OCCURRING ON SITE)
+26.00
23.8
23.94
Dr
.23
6
· WITHIN 24 HOURS OF EXPECTED RAIN; AND
.9
TBM (Screw in Kerb)
+25.55
.57
ive
25
7
|S|
22 3 · WITHIN 18 HOURS OF A RAINFALL EVENT (I.E. AN EVENT OF SUFFICIENT INTENSITY AND DURATION TO MOBILISE
+25.65
RL22.58 AHD 26.5
wa
22.59
+26.00
SEDIMENT ON SITE).
25
5
y
26.85
.3
23.7
Stairs
23
Gully Pit 5 16. IN ACCORDANCE WITH NC ESC GUIDELINES, MAINTENANCE OF ESC MEASURES SHALL OCCUR IN ACCORDANCE
5
5
.2
24.
8
.2
1
22.36
Garage Level WITH THE FOLLOWING TABLE:
24
22.49
1
.35
.3
4
|S|
22
25
RL25.33
.6
26.64
24
0
+25.15
26
MAINTENANCE SCHEDULE
.47
26.
.93
.4
25
+25.25
37
54
TIMEFRAME FOR COMPLETION
+25.22
22.25 22.36 ESC MEASURES MAINTENANCE TRIGGER
OF MAINTENANCE
23
6
25
.6
.7
07
22
SEDIMENT BASIN WHEN SETTLED SEDIMENT EXCEEDS THE WITHIN 7 DAYS OF THE
.15
25.
5
3|S2| 5.69
25
4
(WHERE UTILISED) VOLUME OF THE SEDIMENT STORAGE INSPECTION
.0
24.80
23
ZONE (SEE COUNCIL'S SEDIMENT BASIN
7°0 |S0
DESIGN GUIDELINES
2244..94
+25.64
94 PROVIDE SEDIMENT FENCE TO
3
2'0 |
.1
OTHER ESC MEASURES THE REMAINING CAPACITY OF ESC BY THE END OF THE DAY
22.21
DOWNSTREAM BOUNDARY
25
MEASURES IS BELOW 50%
3
25.92
22.10
7
.2
22.97
.1
26.17
0"
25
26
23 REPORTING
.65
17. CONTRACTOR IS TO PROVIDE AN UPDATED PROGRAM OF ESC MAINTENANCE AND CONTROL OF ALL STAGES OF
5
.6 4.7
WORK FOR APPROVAL BY THE SUPERINTENDENT.
2
8
|S|
.4
9
22.12
22
23.72 24.69
24
|S|
22.0
0 22.08 23 Section 4
|S|
0
.06 23.97
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5
|S| SEDIMENT FENCING
31 REQUIRED SEDIMENT AND EROSION CONTROL DEVICES
22. Edge o
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en
23.58 25 IN ACCORDANCE WITH IECA AND NOOSA SHIRE COUNCIL
24.82 POLICIES AND GUIDELINES
FILTER SOCK SEDIMENT TRAP
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CONSTRUCTION ENTRY/EXIT
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5
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
6 WYANDRA STREET, NOOSA HEADS
CAPITAL PRUDENTIAL TITLE: STATUS:
6 WYANDRA STREET EROSION SEDIMENT FOR APPROVAL
© ABN 89 647 469 707
B 28/10/2022 REISSUED FOR APPROVAL MVP BP NW NOOSA HEADS NATHAN WAGSTAFF CONTROL PLAN 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
C10 20220078 A1 B
Section 5
500 - 600mm
1.5m STAR
PICKETS
AT MAX. 2.5m CENTRES
SELF-SUPPORTING
GEOTEXTILE
OW
1 METER MAX. STAR PICKETS DIRECTION OF FL
DROP INLET
WITH GRATE
ON SOIL, 150mm x 100mm
WIRE OR STEEL MESH
(14 GAUGE x 150mm TRENCH WITH
OPENINGS) WHERE GEOTEXTILE COMPACTED BACKFILL
PROVIDE WASH WATER FOR IS NOT SELF-SUPPORTING AND ON ROCK, SET INTO
TIMBER SLEEPER OR METAL TRUCKS EXITING SITE SURFACE CONCRETE
600mm MIN.
GRID 100mm HIGH AND WOVEN GEOTEXTILE
SECTION DETAIL
SPACED AT 300mm CTS MIN LENG
TH 10m
BERM 300 HIGH MIN
CONSTRUCTION SITE
STAR PICKET STABILISE STOCKPILE SURFACE
MIN. 1.5m
FITTED WITH EARTH BANK 20m MAX.
EXISTING ROADWAY 2:1
SAFETY CAP AX.) SLO FLOW
E (M PE
FLOW S LOP (MA
GEOTEXTILE FABRIC SANDBAGS WOVEN GEOTEXTILE 2:1 X.) STAR PICKETS AT
MAX. 2.5m SPACINGS
RUNOFF TYPICAL
50-75mm GRAVEL BED WATER WITH
FLOW
MIN 200mm THICK SEDIMENT FENCE
WATERWAY SEDIMENT
RUNOFF FROM PAD DIRECTED PLAN
TO SEDIMENT TRAP STOCKPILE CONSTRUCTION NOTES:
EXCAVATION
TEMPORARY CONSTRUCTION VEHICLE EXIT FILTERED
1. PLACE STOCKPILES MORE THAN 2 (PREFERABLY 5) METRES FROM EXISTING
VEGETATION, CONCENTRATED WATER FLOW, ROADS AND HAZARD AREAS.
SCALE: N.T.S. WATER
GEOTEXTILE
EARTH BANK EMBEDDED 150mm 2. CONSTRUCT ON THE CONTOUR AS LOW, FLAT, ELONGATED MOUNDS. DIRECTION
DISTURBED 1.5m STAR PICKETS
INTO GROUND AREA OF FLOW AT MAX. 2.5m
3. WHERE THERE IS SUFFICIENT AREA, TOPSOIL STOCKPILES SHALL BE LESS CENTRES
FOR DROP INLETS AT NON-SAG POINTS,
THAN 2 METRES IN HEIGHT.
SANDBAGS, EARTH BANK OR EXCAVATION
USED TO CREATE ARTIFICIAL SAG POINT
4. WHERE THEY ARE TO BE PLACE FOR MORE THAN 10 DAYS, STABILISE
TIMBER SPACER KERB-SIDE GEOTEXTILE INLET FILTER CONSTRUCTION NOTES: FOLLOWING THE APPROVED ESCP OR SWMP TO REDUCE THE C-FACTOR TO
TO SUIT INLET 1. FABRICATE A SEDIMENT BARRIER MADE FROM GEOTEXTILE OR STRAW BALES. LESS THAN 0.10.
2. PICKET SPACING TO BE A MAXIMUM 1.0m CENTRES. 5. CONSTRUCT EARTH BANKS ON THE UPSLOPE SIDE TO DIVERT WATER AROUND
STOCKPILES AND SEDIMENT FENCES 1 TO 2 METRES DOWNSLOPE.
3. IN WATERWAYS, ARTIFICIAL SAG POINTS CAN BE CREATED WITH SANDBAGS UNDISTURBED
OR EARTH BANKS AS SHOWN IN THE DRAWING. STOCKPILES AREAS
SCALE N.T.S
GRAVEL-FILLED WIRE 4. DO NOT COVER THE INLET WITH GEOTEXTILES UNLESS THE DESIGN IS
MESH OR GEOTEXTILE ADEQUATE TO ALLOW FOR ALL WATERS TO BYPASS IT.
"SAUSAGE"
OVERFLOW TIMBER SPACER
GEOTEXTILE INLET FILTER A
RUNOFF SCALE N.T.S
WATER WITH TO SUIT
SEDIMENT
GRADIENT OF
DRAIN 1% TO 5% CAN BE CONSTRUCTED ALL BATTER
WRAP FILTER WITH OR WITHOUT SEDIMENT FENCE CONSTRUCTION NOTES:
SEDIMENT GRADES 2(H):1(V)
CLOTH OVER GRATE CHANNEL MAX. 1. CONSTRUCT SEDIMENT FENCES AS CLOSE AS POSSIBLE TO BEING PARALLEL
GRAVEL-FILLED WIRE FILTERED WATER DIRECTION O
F FLOW TO THE CONTOURS OF THE SITE, BUT WITH SMALL RETURNS AS SHOWN IN THE
MESH OR GEOTEXTILE DRAWING TO LIMIT THE CATCHMENT AREA OF ANY ONE SECTION. THE
300mm MIN.
"SAUSAGE" CATCHMENT AREA SHOULD BE SMALL ENOUGH TO LIMIT WATER FLOW IF
MESH & GRAVEL INLET FILTER CONSTRUCTION NOTES: CONCENTRATED AT ONE POINT TO 50 LITRES PER SECOND IN THE DESIGN
1. INSTALL FILTERS TO KERB INLETS ONLY AT SAG POINTS. STORM EVENT, USUALLY THE 10-YEAR EVENT.
2m MIN
150mm MIN
2. FABRICATE A SLEEVE MADE FROM GEOTEXTILE OR WIRE MESH LONGER THAN 2. CUT A 150mm DEEP TRENCH ALONG THE UPSLOPE LINE OF THE FENCE FOR
NOTE: ONLY TO BE USED AS TEMPORARY THE BOTTOM OF THE FABRIC TO BE ENTRENCHED.
THE LENGTH OF THE INLET PIT AND FILL IT WITH 25mm TO 50mm GRAVEL.
BANK WHERE MAXIMUM UPSLOPE LENGTH
IS 80 METRES. 3. DRIVE 1.5m LONG STAR PICKETS INTO GROUND AT 2.5m INTERVALS (MAX.) AT
3. FORM AN ELLIPTICAL CROSS-SECTION ABOUT 150mm HIGH x 400mm WIDE.
DIVERSION DRAIN CONSTRUCTION NOTES: THE DOWNSLOPE EDGE OF THE TRENCH. ENSURE ANY STAR PICKETS ARE
WRAP FILTER
4. PLACE THE FILTER AT THE OPENING LEAVING AT LEAST A 100mm SPACE RUNOFF 1. BUILD WITH GRADIENTS BETWEEN 1% AND 5%. FITTED WITH SAFETY CAPS.
CLOTH OVER GRATE
BETWEEN IT AND THE KERB INLET. MAINTAIN THE OPENING WITH SPACER WATER WITH
BLOCKS. SEDIMENT 2. AVOID REMOVING TREES AND SHRUBS IF POSSIBLE - WORK AROUND THEM. 4. FIX SELF-SUPPORTING GEOTEXTILE TO THE UPSLOPE SIDE OF THE POSTS
ENSURING IT GOES TO THE BASE OF THE TRENCH. FIX THE GEOTEXTILE WITH
5. FORM A SEAL WITH THE KERB TO PREVENT SEDIMENT BYPASSING THE FILTER. 3. ENSURE THE STRUCTURES ARE FREE OF PROJECTIONS OR OTHER WIRE TIES OR AS RECOMMENDED BY THE MANUFACTURER. ONLY USE
IRREGULARITIES THAT COULD IMPEDE WATER FLOW. GEOTEXTILE SPECIFICALLY PRODUCED FOR SEDIMENT FENCING. THE USE OF
FILTERED
6. SANDBAGS FILLED WITH GRAVEL CAN SUBSTITUTE FOR THE MESH OR SHADE CLOTH FOR THIS PURPOSE IS NOT SATISFACTORY.
WATER
GEOTEXTILE PROVIDING THEY ARE PLACED SO THAT THEY CAN FIRMLY ABUT 4. BUILD THE DRAINS WITH CIRCULAR, PARABOLIC OR TRAPEZOIDAL
EACH OTHER AND SEDIMENT-LADEN WATERS CANNOT PASS BETWEEN. CROSS-SECTIONS, NOT "V" SHAPED. 5. JOIN SECTIONS OF FABRIC AT A SUPPORT POST WITH A 150mm OVERLAP.
6. BACKFILL THE TRENCH OVER THE BASE OF THE FABRIC AND COMPACT IT
MESH & GRAVEL INLET FILTER GEOTEXTILE INLET FILTER TYPE B 5. ENSURE BANKS ARE PROPERLY COMPACTED TO PREVENT FAILURE.
THOROUGHLY OVER THE GEOTEXTILE.
SCALE N.T.S SCALE N.T.S
6. COMPLETE PERMANENT OR TEMPORARY STABILISATION WITHIN 10 DAYS OF
CONSTRUCTION.
SEDIMENT FENCE
DIVERSION DRAIN SCALE: N.T.S.
SCALE N.T.S
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
6 WYANDRA STREET, NOOSA HEADS
CAPITAL PRUDENTIAL TITLE: STATUS:
6 WYANDRA STREET EROSION SEDIMENT FOR APPROVAL
© ABN 89 647 469 707
B 28/10/2022 REISSUED FOR APPROVAL MVP BP NW NOOSA HEADS NATHAN WAGSTAFF CONTROL DETAILS 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
N.T.S. DATE: 28/10/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
C11 20220078 A1 B
The text continues on section 6.