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20220130-CV Set
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RESIDENTIAL DUPLEX DEVELOPMENT
NOOSA HEADS
22 DELORME STREET, NOOSA HEADS, QLD 4567
Lot 136 RP 160425
CIVIL WORKS
NOTE:
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 THE FOLLOWING
q. OFF MAINTENANCE CONSULTANTS/CONTRACTORS DRAWINGS:
r. ANY OTHER INSPECTION AS SPECIFIED BY LOCAL COUNCIL (REFER DEVELOPMENT SURVEYOR: NOOSA COOLOOLA LAND SURVEYS PTY LTD
APPROVAL) LOCALITY PLAN
ARCHITECT: BLACK WOOD ARCHITECTURE & DESIGN
s. ANY OTHER INSPECTION AS REQUIRED BY UNITY WATER AND WHERE RELEVANT TO THEIR
HYDRAULICS: TBC NOT TO SCALE
CERTIFICATION SCHEME
STRUCTURAL: TBC
GENERAL NOTES LANDSCAPE: TBC
1. ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN. 20. CONTRACTOR TO PREPARE AND HAVE APPROVED BY RELEVANT AUTHORITY: ROAD
OPENING PERMIT AND TRAFFIC MANAGEMENT PLAN FOR ALL WORKS WITHIN COUNCIL
2. ALL SETOUT ON SITE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR ROAD RESERVES. CONTRACTOR TO ALLOW FOR ALL COSTS ASSOCIATED WITH
TO ALLOW FOR ALL MEANS NECESSARY TO ACCURATELY SETOUT THE WORKS. IMPLEMENTATION OF THE TMP. DRAWING SCHEDULE
3. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND
WHERE FURTHER DETAILS ARE REQUIRED THE CONTRACTOR SHALL REFER TO NOOSA
21. ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH ALL LOCAL AUTHORITY APPROVALS
RECEIVED FOR THE PROJECT
DRAWING NUMBER DRAWING TITLE
SHIRE COUNCIL DEVELOPMENT GUIDELINES, LOCAL WATER AUTHORITY GUIDELINES,
22. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH OPW APPROVALS BY
C01 COVER SHEET AND LOCALITY PLAN
ASSOCIATED STANDARD DRAWINGS AND SPECIFICATIONS U.N.O.
4. SHOULD ANY OF THE CONSTRUCTED WORKS BE CONSTRUCTED OUTSIDE OF THE
COUNCIL. C10 EXISTING SITE SERVICES PLAN
23. NO WORKS ARE TO BE UNDERTAKEN ON LAND OUTSIDE OF THE SITE BOUNDARY WITHOUT
TOLERANCES SPECIFIED WITHIN THE PROJECT SPECIFICATION AND LOCAL AUTHORITY
FORMAL APPROVAL BY THE OWNER/CUSTODIAN OF THAT LAND INCLUDING BUT NOT C20 EROSION SEDIMENT CONTROL PLAN
REQUIREMENTS, THE CONTRACTOR WILL RECTIFY AT THEIR COST INCLUSIVE OF ANY
ADDITIONAL COSTS INCURRED BY RECOR. LIMITED TO PRIVATE PROPERTY, ROAD RESERVE, PARKS/OPENSPACE, EASEMENTS. C21 EROSION SEDIMENT CONTROL DETAILS
24. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF CONSTRUCTION DRAWINGS AND
5. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS SUCH THEIR
APPROVALS ON SITE AT ALL TIMES. C30 BULK EARTHWORKS 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 25. ALL WATER AND SEWER RETICULATION WORKS TO BE CONSTRUCTED IN ACCORDANCE C31 BULK EARTHWORKS SECTIONS
RESPONSIBILITY OF THE CONTRACTOR TO ACCURATELY ESTABLISH THE LOCATION AND WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN AND CONSTRUCTION CODE (2013).
LEVEL OF ALL EXISTING SERVICES PRIOR THE COMMENCEMENT OF ANY WORKS. ANY C40 ROADS AND DRAINAGE LAYOUT PLAN
DISCREPANCIES SHALL BE REPORTED TO THE SUPERINTENDENT. CONTRACTOR TO
LOCATE AND PROTECT SERVICES AS REQUIRED DURING PROPOSED WORKS. C41 ROADS AND DRAINAGE DETAILS
6. THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND SURVEY ALL C42 DRIVEWAY SECTIONS
CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS SHOWN ON THE DRAWINGS
INCLUDING ANY POTENTIAL EXISTING SERVICES CLASHES PRIOR TO COMMENCEMENT OF C43 STORMWATER CATCHMENT PLAN
CIVIL WORKS. CONTRACTOR TO IMMEDIATELY REPORT ANY DISCREPANCIES TO RECOR
AND AWAIT FORMAL DIRECTION PRIOR TO COMMENCING CIVIL WORKS.
C44 STORMWATER DRAINAGE SECTIONS
7. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS SHALL BE
RESTORED TO ORIGINAL LEVEL, INCLUDING KERBS, FOOTPATHS, CONCRETE AREAS,
GRAVEL AREAS, GRASSED AREAS AND ROAD PAVEMENTS.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO
AUTHORITY/COUNCIL'S INFRASTRUCTURE. SUCH REPAIR OR REINSTATEMENT TO BE
CARRIED OUT IMMEDIATELY TO THE SATISFACTION OF INFRASTRUCTURE
OWNER/MANAGER / AUTHORITY/COUNCIL.
SCALE: CLIENT: APPROVED BY: PROJECT NAME:
RESIDENTIAL DUPLEX AT 22 DELORME ST
N.T.S. TITLE: STATUS:
COVER SHEET & LOCALITY ISSUED FOR APPROVAL
© ABN 89 647 469 707 C 21/10/22 REISSUED FOR APPROVAL MVP BRP NW SANTIAGO NOMINEES NATHAN WAGSTAFF
B 12/06/22 REVISED ARCH LAYOUT BRP BRP NW
37 MARY ST RPEQ: 26443
A 19/05/22 MCU ISSUE BRP BRP NW
NOOSAVILLE, QLD 4566 CPEng NER DRAWING NUMBER: PROJECT NUMBER: REV:
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP SHEET
DATE: 21/10/22 SIZE:
RECORCONSULTING.COM REVISIONS C01 20220130 A1 C
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Full text of sections 2 to 5 (of 15)
Section 2
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.
3. LOCATION AND DEPTH OF ANY EXISTING SERVICES IDENTIFIED BASED ON SURVEY, DBYD
AND COUNCIL RECORDS. IT IS THE CONTRACTORS RESPONSIBILITY TO CONFIRM ACTUAL
LOCATION AND DEPTH PRIOR TO CARRYING OUT ANY EXCAVATION OR TRENCHING WORKS.
4. CONTRACTOR TO LOCATE AND PROTECT ALL EXISTING SERVICES ON SITE AND WITHIN
135 VERGE PRIOR TO COMMENCEMENT OF WORKS.
RP160425 5. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR TO ANY DEMOLITION WORKS
8
.7
29
COMMENCING ON SITE.
6. ALL VEGETATION WITHIN THE LIMIT OF WORKS TO BE CLEARED, MULCHED, GRUBBED AND
29 REMOVED FROM SITE IN ACCORDANCE WITH APPROVED VEGETATION CLEARING PLAN (BY
.41
8
OTHERS) OR IF SCHEDULED STOCKPILE FOR USE BY LANDSCAPER.
.8
29
7. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES ON SITE AND MAKE SUITABLE
ARRANGEMENTS TO HAVE DISCONNECTED PRIOR TO DEMOLITION WORKS BEGINNING.
v
8. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS DRAWING, THE
8
CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE WRITTEN CONFIRMATION THAT WORKS
.0
30
v
CAN COMMENCE.
PA
LM
7
9. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING PROPERTIES AND
.9
30
9
0.
.0
COUNCIL ROADS AND VERGES PRIOR TO COMMENCEMENT OF ANY WORKS ON SITE.
v
UM
29
20
B 90
1
10. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, ROADS, RETAINING
.8
0
9
29
4
30
.2
UM . 51
8
.2
30
WALLS AND SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE U.N.O.
.9
7
v
B 0
30
0.2 08 30.83
11. WHERE NECESSARY, CONTRACTOR SHALL OBTAIN ALL NECESSARY APPROVALS TO CARRY
50
50 UM 30.79 OUT SERVICES RELOCATION OR ALTERATIONS.
4 B
v
Pool PAVE
D 0.2
FROM AREA ES
it
AERIA TIMA
TED 06
a P
30.61
L
04
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30
str
Tel
7
137
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30
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RP160425 DRIV
8
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Existing Dwelling
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Floor Level SW EXISTING STORMWATER DRAINAGE
RL29.37 TWO
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EXISTING RETICULATED WATER
28
8
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ME ST
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080
v
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PIN .51 30.2
9
17
4
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v
0.
30
408 3
PIN
v
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30.14
Gully Pit
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EXISTING TREE
IL 29.1
v
30
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SW
W
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W
6
21
W
PIN
30
v
.
30
W
DELOR
v
51
W v
06 6
W
27 0
SW
0.2
28.0
7 0 13
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30.13
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207
CP
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30.06
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S
1
W
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Water Meter v
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S
Manh
v
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PIN
W
v
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0. R
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FIG W
4
1
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28
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0
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Section 3
I
v
er
W
P
Ø300
29.24
ow
W
v
v
v
W
29.
P
SW
01
27.23 W 7
29.633
v
Power pole
v
NOTE:
30.
W
W
Back o
v
89
29.
SW W
EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN DRAWINGS, ALL
f Kerb W
v
9
SW
SW
v
SW MA
.0
W
SW
Edge IN-GROUND SERVICES WITHIN THE PROPERTY BOUNDARY INCLUDING BUT NOT
27
N
IL: 25.7 HOLE
W
of Bitu
v
LIMITED TO: STORMWATER DRAINAGE, SEWERAGE, WATER, GAS, ELECTRICAL
SW
v W
EJ
men 28.3
SW
3 8
W
AND COMMUNICATIONS TO BE SAFELY BE DISCONNECTED, REMOVED FROM
v
29.83
SW
v W
SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO ARRANGE ALL
SW
SW
W
29.72
v
SW v
W
6
56
v
NECESSARY APPLICATIONS AND PERMITS WITH THE RELEVANT AUTHORITIES.
.2
W
SW
.
28
29
8
29
SERVICES TO BE CAPPED IN ACCORDANCE WITH RELEVANT SERVICE
v
W
.2
SW
29.24 v
.
30
Ø300m
27
SW W
PROVIDER SPECIFICATIONS AND STANDARD DETAILS
v
W
m RCP
SW v
SW
v
6
29.4
SW W
2
W
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SW v
v
29
SW W
SW v W
v
v W
7
SW
SW
W
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SW v
28
SW v W
W
SAFARI
v
W
SW MA
v
v
W
N
IL: 28.7 HOLE
W
v
v W
29. W
50
v
STREET
Power pole W
W
W
W
W
W
W
W
3
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W
30
W
W
W
86
.
30
SCALE: CLIENT: APPROVED BY: PROJECT NAME:
RESIDENTIAL DUPLEX AT 22 DELORME ST
1:100 TITLE: STATUS:
EXISTING SERVICES PLAN ISSUED FOR APPROVAL
© ABN 89 647 469 707 C 21/10/22 REISSUED FOR APPROVAL MVP BRP NW SANTIAGO NOMINEES NATHAN WAGSTAFF
B 12/06/22 REVISED ARCH LAYOUT BRP BRP NW
37 MARY ST RPEQ: 26443
A 19/05/22 MCU ISSUE BRP BRP NW
NOOSAVILLE, QLD 4566 CPEng NER DRAWING NUMBER: PROJECT NUMBER: REV:
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP SHEET
DATE: 21/10/22 SIZE:
RECORCONSULTING.COM REVISIONS C10 20220130 A1 C
Section 4
SEDIMENT CONTROL
1. ALL SEDIMENT AND EROSION CONTROL MEASURES TO BE IN ACCORDANCE WITH INTERNATIONAL EROSION CONTROL ASSOCIATION
(IECA) AUSTRALIA GUIDELINES AND THE SPECIFICATIONS.
135 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.
RP160425 2. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL SEDIMENT CONTROL DEVICES IN A FUNCTIONAL ORDER AND REPLACE ALL
8
.7
|S|
BLOCKED SEDIMENT DEVICES AS REQUIRED UNTIL SUCCESSFUL OFF MAINTENANCE OF WORKS.
29
3. CONSTRUCTION OF ALL SEDIMENT MANAGEMENT DEVICES TO THE SATISFACTION OF THE SUPERINTENDENT. SHALL BE COMPLETED
AND EFFECTIVE PRIOR TO:
29
.41 a. STRIPPING OF TOPSOIL AND GRASS.
8
b. BULK EARTHWORKS TO THE SITE.
.8
|S|
29
c. SERVICES INSTALLATION.
d. PAVEMENT CONSTRUCTION
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.
|S |
8
.0
6. THE BULK EARTHWORKS AND SEDIMENT CONTROL LAYOUT PLAN SHALL BE READ IN CONJUNCTION WITH THE APPROVED DRAWINGS.
30
7. PRIOR TO COMMENCEMENT OF CONSTRUCTION APPROVAL IS TO BE OBTAINED FROM THE SUPERINTENDENT FOR THE LOCATION OF
THE SITE ACCESS POINT AND WASH DOWN AREA WHICH ARE TO BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD.
7
.9
30
8. IF SEDIMENT AND EROSION CONTROL DEVICES HAVE BEEN FOUND TO BE DIFFERENT OR FAILED IN SERVICE, CORRECTIVE ACTION IS
09
9.
TO BE UNDERTAKEN IMMEDIATELY WHICH MAY INCLUDE AMENDMENTS' ADDITIONS TO THE ORIGINAL APPROVED EROSION CONTROL
|S2|
1
.8
PLANS. SUCH AMENDMENTS ARE TO BE APPROVED BY SUPERINTENDENT, IF DEEMED NECESSARY AND RELEVANT.
9
29
30
.2
8
.2
30
.9
7
30
30.83 9. OVERALL
30.79 a. TEMPORARY DRAINAGE CONTROL FLOWS SHOULD BE DIVERTED AROUND THE WORK SITE WHERE POSSIBLE.
|S|
b. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND BE OPERATIONAL BEFORE COMMENCING UP-SLOPE
Pool
EARTHWORKS.
c. IN AREAS WHERE RUNOFF TURBIDITY IS TO BE CONTROLLED, EXPOSED SURFACES TO BE EITHER MULCHED, COVERED WITH
30.61
2
EROSION CONTROL BLANKETS OR TURFED IF EARTHWORKS ARE EXPECTED TO BE DELAYED FOR MORE THAN 14 DAYS.
.6
30
|S |
SEDIMENT FENCE
7
137
.6
30
10. FOR SEDIMENT FENCE STANDARD DETAIL AND SPECIFICATION REFER TO NOOSA SHIRE COUNCIL STANDARD DRAWING ESC-04 AND
RP160425
8
ESC-05, OR ALTERNATIVELY INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA (IECA) BEST PRACTICES STANDARD
.3
14
30
9.
DRAWINGS SF-01 AND SF-02 SEDIMENT FENCE.
|S2|
TEMPORARY CONSTRUCTION ENTRY/EXIT
5
.6
136
30
0
11. FOR CONSTRUCTION ENTRY / EXIT STANDARD DETAIL AND SPECIFICATION REFER TO NOOSA SHIRE COUNCIL STANDARD DRAWING
.2
0
.5
29
1
30
ESC-01, OR ALTERNATIVELY INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA (IECA) BEST PRACTICES STANDARD
.4
.0 |S|
30
30.27 DRAWINGS EXIT-01 AND EXIT-02 CONSTRUCTION EXIT - ROCK PAD (CONSTRUCTION SITES ONLY), EXIT-03 - ROCK PADS FOR BUILDING
1
SITES AND EXIT-04 AND EXIT-05 CONSTRUCTION EXIT - VIBRATION GRID.
29
CATCH DRAIN
.4 .43
30
|S|
12. FOR CATCH DRAIN STANDARD DETAIL AND SPECIFICATION REFER TO INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA
7
30
(IECA) BEST PRACTICES STANDARD DRAWING CD-01 CATCH DRAINS AND CD-03 CATCH DRAINS - TURF LINED.
32
30.
.
30
0
REET
41
.3
30
GRASSED FILTER STRIP
13. FOR GRASS FILTER STRIP STANDARD DETAILS AND SPECIFICATION REFER TO INTERNATIONAL EROSION CONTROL ASSOCIATION
|S|
en
Existing Dwelling
b
AUSTRALASIA (IECA) BEST PRACTICES STANDARD DRAWING GFS-01 AND GFS-02 GRASS FILTER STRIPS.
f Bitum
of Ker
Floor Level
RL29.37 REVEGETATION
.90
|S|28
14. FOR REVEGETATION STANDARD SPECIFICATION REFER TO INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA (IECA)
Edge o
ME ST
Back
BEST PRACTICES STANDARD DRAWING R-01 REVEGETATION GENERAL.
30.2
9 OPERATION AND MAINTENANCE
7
34
.1
.
30
30
15. IN ACCORDANCE WITH NC ESC GUIDELINES, ALL ESC MEASURES SHALL BE INSPECTED:
|S|
· AT LEAST DAILY (WHEN WORK IS OCCURRING ON SITE) OR WEEKLY (WHEN WORK IS NOT OCCURRING ON SITE)
· WITHIN 24 HOURS OF EXPECTED RAIN; AND
· WITHIN 18 HOURS OF A RAINFALL EVENT (I.E. AN EVENT OF SUFFICIENT INTENSITY AND DURATION TO MOBILISE SEDIMENT ON SITE).
30
16. IN ACCORDANCE WITH NC ESC GUIDELINES, MAINTENANCE OF ESC MEASURES SHALL OCCUR IN ACCORDANCE WITH THE FOLLOWING
.14
TABLE:
21
|S|
.
30
DELOR
7
28.0|S|
30.13
30.06
|S| MAINTENANCE SCHEDULE
4
.9
|S| TIMEFRAME FOR COMPLETION
02
28
ESC MEASURES MAINTENANCE TRIGGER
|S|
.
OF MAINTENANCE
30
|S|
|S| SEDIMENT BASIN WHEN SETTLED SEDIMENT EXCEEDS THE WITHIN 7 DAYS OF THE
29.24 |S (WHERE UTILISED) VOLUME OF THE SEDIMENT STORAGE INSPECTION
| 29 ZONE (SEE COUNCIL'S SEDIMENT BASIN
|S|
01
27.23 |S|29. .73 DESIGN GUIDELINES
30.
63
Back o 89
29.
OTHER ESC MEASURES THE CAPACITY OF ESC MEASURES IS BY THE END OF THE DAY
f EXCEEDED
Edge o Kerb
9
.0
27
f Bitum
en 28.3
8 29.83 REPORTING
29.72 17. CONTRACTOR IS TO PROVIDE AN UPDATED PROGRAM OF ESC MAINTENANCE AND CONTROL OF ALL STAGES OF WORK FOR APPROVAL
6
6
.2
.5
28
29
BY THE SUPERINTENDENT.
28
9
.2
29.24
.
30
27
6
29.4
2
.1
29
LEGEND
7
.4
28
SAFARI
|S| SEDIMENT FENCE
29.
50
STREET
CONSTRUCTION ENTRY
3
.4
STOCKPILE
30
6
.8
30
SEDIMENT AND EROSION CONTROL:
CONTRACTOR TO ALLOW FOR PROVISION OF ALL REQUIRED
SEDIMENT AND EROSION CONTROL DEVICES IN ACCORDANCE
WITH IECA AND NOOSA SHIRE COUNCIL POLICIES AND
GUIDELINES
SCALE: CLIENT: APPROVED BY: PROJECT NAME:
RESIDENTIAL DUPLEX AT 22 DELORME ST
1:100 TITLE: STATUS:
EROSION & SEDIMENT ISSUED FOR APPROVAL
© ABN 89 647 469 707 C 21/10/22 REISSUED FOR APPROVAL MVP BRP NW SANTIAGO NOMINEES NATHAN WAGSTAFF CONTROL PLAN
B 12/06/22 REVISED ARCH LAYOUT BRP BRP NW
37 MARY ST RPEQ: 26443
A 19/05/22 MCU ISSUE BRP BRP NW
NOOSAVILLE, QLD 4566 CPEng NER DRAWING NUMBER: PROJECT NUMBER: REV:
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP SHEET
DATE: 21/10/22 SIZE:
RECORCONSULTING.COM REVISIONS C20 20220130 A1 C
Section 5
500 - 600mm
1.5m STAR
PICKETS
AT MAX. 2.5m CENTRES
SELF-SUPPORTING
GEOTEXTILE
1 METER MAX. STAR PICKETS DIR ECTION OF FLOW
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
PE (M PE
FLOW SLO (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
SCALE: CLIENT: APPROVED BY: PROJECT NAME:
RESIDENTIAL DUPLEX AT 22 DELORME ST
N.T.S. TITLE: STATUS:
EROSION & SEDIMENT ISSUED FOR APPROVAL
© ABN 89 647 469 707 C 21/10/22 REISSUED FOR APPROVAL MVP BRP NW SANTIAGO NOMINEES NATHAN WAGSTAFF CONTROL DETAILS
B 12/06/22 REVISED ARCH LAYOUT BRP BRP NW
37 MARY ST RPEQ: 26443
A 19/05/22 MCU ISSUE BRP BRP NW
NOOSAVILLE, QLD 4566 CPEng NER DRAWING NUMBER: PROJECT NUMBER: REV:
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP SHEET
DATE: 21/10/22 SIZE:
RECORCONSULTING.COM REVISIONS C21 20220130 A1 C
The text continues on section 6.