Council archive · source document
RFI - Engineering Plans · MCU22/0087
Plans and drawings: the text below has words only, no drawings.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
RESIDENTIAL UNIT DEVELOPMENT
NOOSA HEADS
37 BOTTLEBRUSH AVENUE, NOOSA HEADS, QLD 4567
Lot 133 RP 88934
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: MAX WATTERSON + ASSOCIATES
APPROVAL) LOCALITY PLAN
ARCHITECT: PCA ARCHITECTS
s. ANY OTHER INSPECTION AS REQUIRED BY UNITY WATER AND WHERE RELEVANT TO THEIR
HYDRAULICS: TBC NOT TO SCALE
CERTIFICATION SCHEME
STRUCTURAL: RECOR
GENERAL NOTES LANDSCAPE: PCA ARCHITECTS
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 REVISION
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 C
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 C
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 AND SEDIMENT CONTROL PLAN C
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 AND SEDIMENT CONTROL DETAILS C
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 C
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 C
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 C
DISCREPANCIES SHALL BE REPORTED TO THE SUPERINTENDENT. CONTRACTOR TO 26. ALL LEVELS ARE REFERENCED TO AHD IN ACCORDANCE WITH THE SURVEY PLAN
LOCATE AND PROTECT SERVICES AS REQUIRED DURING PROPOSED WORKS. 21-5328AA BY MWA. ORIGIN IN RELATION TO PM 18405 WITH RL 31.806m. C41 ROADS AND DRAINAGE DETAILS C
6. THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND SURVEY ALL C42 STORMWATER SECTIONS C
CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS SHOWN ON THE DRAWINGS
INCLUDING ANY POTENTIAL EXISTING SERVICES CLASHES PRIOR TO COMMENCEMENT OF C43 DRIVEWAY SECTIONS C
CIVIL WORKS. CONTRACTOR TO IMMEDIATELY REPORT ANY DISCREPANCIES TO RECOR
AND AWAIT FORMAL DIRECTION PRIOR TO COMMENCING CIVIL WORKS.
C44 VEHICLE SWEPT PATHS C
7. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS SHALL BE C45 STORMWATER CATCHMENT PLAN C
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 UNITS AT 37 BOTTLEBRUSH AVE
NTS TITLE: STATUS:
COVER SHEET & LOCALITY MCU / OP WORKS
© ABN 89 647 469 707 C 29/11/22 RFI UPDATE BRP JB BRP BOTTLEBRUSH PROPERTY PTY LTD BEN PARRY
B 10/10/22 RFI UPDATE BRP MVP BRP
37 MARY ST RPEQ: 28084
A 12/05/22 MCU / OPW 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: 29/11/22 SIZE:
RECORCONSULTING.COM REVISIONS C01 20220051 A1 C
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Section 2
NOTE:
1. FOR GENERAL NOTES REFER DWG No. C01, WHICH IS TO BE REQUESTED AND VIEWED PRIOR
N
TO COMMENCEMENT OF CONSTRUCTION IF NOT SUPPLIED.
2. THE CONTRACTOR WILL MAKE HIMSELF FULLY AWARE OF THE EXISTING FEATURES OF THIS
W
SITE AND ENSURE ANY ADDITIONAL WORKS NOT SHOWN ON THIS PLAN ARE INCLUDED IN THE
CONTRACT.
DEMOLISH ALL EXISTING
O
3. LOCATION AND DEPTH OF ANY EXISTING SERVICES IDENTIFIED BASED ON SURVEY, DBYD
BUILDINGS, STRUCTURES,
AND COUNCIL RECORDS. IT IS THE CONTRACTORS RESPONSIBILITY TO CONFIRM ACTUAL
R
RETAINING WALLS, PAVEMENT LOCATION AND DEPTH PRIOR TO CARRYING OUT ANY EXCAVATION OR TRENCHING WORKS.
AND HARDSTAND ON SITE AND EXISTING STORMWATER PIT. 4. CONTRACTOR TO LOCATE AND PROTECT ALL EXISTING SERVICES ON SITE AND WITHIN
DISPOSE OF TO APPROVED NSC ASSET ID: 1002138 VERGE PRIOR TO COMMENCEMENT OF WORKS.
LOCATION. APPROX I.L: 33.84 5. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR TO ANY DEMOLITION WORKS
P COMMENCING ON SITE.
SW
D 6. ALL VEGETATION WITHIN THE LIMIT OF WORKS TO BE CLEARED, MULCHED, GRUBBED AND
A
REMOVED FROM SITE IN ACCORDANCE WITH APPROVED VEGETATION CLEARING PLAN (BY
D
IM
37
OTHERS) OR IF SCHEDULED STOCKPILE FOR USE BY LANDSCAPER.
EXISTING 150mm AC SEWER GRAVITY MAIN
37.09
P
SW D 7. REFER TO LANDSCAPE ARCHITECT PLAN FOR TREE REMOVALS WITHIN VERGE.
36
R
D 8. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES ON SITE AND MAKE SUITABLE
D
ARRANGEMENTS TO HAVE DISCONNECTED PRIOR TO DEMOLITION WORKS BEGINNING.
D
R
D
D
D
9. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS DRAWING, THE
UW ASSET ID :2537156
D
E
Block Retaining Wall CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE WRITTEN CONFIRMATION THAT WORKS
35
S
D
D
CAN COMMENCE.
D
B
D
D
D
10. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING PROPERTIES AND
S
Grate
D
D COUNCIL ROADS AND VERGES PRIOR TO COMMENCEMENT OF ANY WORKS ON SITE.
D
Grate
D
Timber Stairs
11. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, ROADS, RETAINING
35
D
D
S
WALLS AND SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE U.N.O.
D
Grate
D P 12. WHERE NECESSARY, CONTRACTOR SHALL OBTAIN ALL NECESSARY APPROVALS TO CARRY
SW
er
P
OUT SERVICES RELOCATION OR ALTERATIONS.
S
35.32
b g
76
m in
D
Ti tain ll
C P57 Re Wa
10
IL 0Ø
D
33 P
S
.9 VC
BU
8
D
ey Bric
or g kW
34
t D
all
34.79
S n
3 ildi
S
34
B u D10
IL 0Ø
3
33 P
.1 VC D
2
S
3
34.26
P 10
1 49
SW
²
Timber Deck IL 0Ø
32 P
S
m
.9 VC
8
D
1 LEGEND
S
CONTRACTOR TO LOCATE,
D
33
EXISTING SEWER MAIN Timber Retaining Wall D EXISTING STORMWATER DRAINAGE
S
THROUGH SITE, CAP OFF
D
Timber Deck Timber Ramp W EXISTING RETICULATED WATER
HOUSE CONNECTION AND
PROTECT DURING WORKS. 32 S
S
EXISTING SEWER MAIN
D
EXISTING CONCRETE
S
D
32
32.43
EXISTING ROOF
Brick Wall
S
31.85
D
WM
31.90
31.59
31.50
EXISTING PAVING
S
WLOCATE, EXCAVATE WAND WDISPOSE
2 x 100Ø PVC
D
EXISTING 100mm AC RETICULATION MAIN W W W W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
31.84
31 UW ASSET ID: 5338357
31.39
63 OF ALL EXISTING STORMWATER
ps
.
Timber Retaining Wall HYL 31
e
IL32.07
St
FROM SITE. INDICATIVE LOCATION
S
EXISTING BITUMEN
D
MH (Not Located) L
Plotted from Unitywater
ONLY SHOWN.31
31.12
Records
S S S S S S S S
D
EXISTING TREE
30 Concrete Drain
CONTRACTOR TO LOCATE,
ARRANGE DISCONNECTION AND EXISTING WATER HYDRANT
EXISTING SEWER MANHOLE. CAP OFF WATER CONNECTION UW ASSET ID: 2105352
APPROX I.L. 29.56 AT SITE BOUNDARY NOTE:
UW ASSET ID: 2668946 EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN DRAWINGS, ALL
IN-GROUND SERVICES WITHIN THE PROPERTY BOUNDARY INCLUDING BUT NOT
BOTTLEBRUSH
LIMITED TO: STORMWATER DRAINAGE, SEWERAGE, WATER, GAS, ELECTRICAL
AVENUE
AND COMMUNICATIONS TO BE SAFELY BE DISCONNECTED, REMOVED FROM
SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO ARRANGE ALL
NECESSARY APPLICATIONS AND PERMITS WITH THE RELEVANT AUTHORITIES.
SERVICES TO BE CAPPED IN ACCORDANCE WITH RELEVANT SERVICE
PROVIDER SPECIFICATIONS AND STANDARD DETAILS
SCALE: CLIENT: APPROVED BY: PROJECT NAME:
RESIDENTIAL UNITS AT 37 BOTTLEBRUSH AVE
1:100 TITLE: STATUS:
EXISTING SERVICES PLAN MCU / OP WORKS
© ABN 89 647 469 707 C 29/11/22 RFI UPDATE BRP JB BRP
SCALE 1:1000
BOTTLEBRUSH PROPERTY PTY LTD BEN PARRY
B 10/10/22 RFI UPDATE BRP MVP BRP 10 50 100M
37 MARY ST RPEQ: 28084
A 12/05/22 MCU / OPW 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: 29/11/22 SIZE:
RECORCONSULTING.COM REVISIONS C10 20220051 A1 C
Section 3
SEDIMENT CONTROL
N
1. ALL SEDIMENT AND EROSION CONTROL MEASURES TO BE IN ACCORDANCE WITH INTERNATIONAL EROSION CONTROL ASSOCIATION
(IECA) AUSTRALIA GUIDELINES AND THE SPECIFICATIONS.
W
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.
O
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.
R
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.
c. SERVICES INSTALLATION.
PROVIDE TURFED CATCH DRAIN TO d. PAVEMENT CONSTRUCTION
CONVEY CLEAN RUNOFF AROUND SW
P
5. ALL SEDIMENT MANAGEMENT MEASURES ARE TO REMAIN IN PLACE UNTIL INSTRUCTION IS RECEIVED IN WRITING FROM THE
D SUPERINTENDENT TO REMOVE ALL OR PART OF THE SILT CONTROL APPLICATIONS.
DISTURBED SITE AREAS AS PER
A
6. THE BULK EARTHWORKS AND SEDIMENT CONTROL LAYOUT PLAN SHALL BE READ IN CONJUNCTION WITH THE APPROVED DRAWINGS.
IECA STD DWG CD-01 & CD-03 D
M
37
7. PRIOR TO COMMENCEMENT OF CONSTRUCTION APPROVAL IS TO BE OBTAINED FROM THE SUPERINTENDENT FOR THE LOCATION OF
37.09
P
SW D THE SITE ACCESS POINT AND WASH DOWN AREA WHICH ARE TO BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD.
8. IF SEDIMENT AND EROSION CONTROL DEVICES HAVE BEEN FOUND TO BE DIFFERENT OR FAILED IN SERVICE, CORRECTIVE ACTION IS
I
36
R
D TO BE UNDERTAKEN IMMEDIATELY WHICH MAY INCLUDE AMENDMENTS' ADDITIONS TO THE ORIGINAL APPROVED EROSION CONTROL
D
PLANS. SUCH AMENDMENTS ARE TO BE APPROVED BY SUPERINTENDENT, IF DEEMED NECESSARY AND RELEVANT.
D
R
D
D
D
9. OVERALL
D
E
Block Retaining Wall
35
S
D
D
a. TEMPORARY DRAINAGE CONTROL FLOWS SHOULD BE DIVERTED AROUND THE WORK SITE WHERE POSSIBLE.
D
> > > > > > > > > > > > > > > >
b. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND BE OPERATIONAL BEFORE COMMENCING UP-SLOPE
B
D
D
PROVIDE SEDIMENT FENCING EARTHWORKS.
D
S >
Grate
D
c. IN AREAS WHERE RUNOFF TURBIDITY IS TO BE CONTROLLED, EXPOSED SURFACES TO BE EITHER MULCHED, COVERED WITH
TO DOWNSTREAM SITE D
D
|S|
Grate
EROSION CONTROL BLANKETS OR TURFED IF EARTHWORKS ARE EXPECTED TO BE DELAYED FOR MORE THAN 14 DAYS.
D
Timber Stairs
BOUNDARY AS PER NSC STD
35
D
D
S>
D
Grate
DWG ESC-04 & ESC-05 SEDIMENT FENCE
P
10. FOR SEDIMENT FENCE STANDARD DETAIL AND SPECIFICATION REFER TO NOOSA SHIRE COUNCIL STANDARD DRAWING ESC-04 AND
D
r SW
P
|S|
be ing ESC-05, OR ALTERNATIVELY INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA (IECA) BEST PRACTICES STANDARD
S>
35.32
6
D
m
7 Ti tain ll
C 7 10 DRAWINGS SF-01 AND SF-02 SEDIMENT FENCE.
Re Wa
5 IL 0Ø
D
P 33 P
S>
.9 VC TEMPORARY CONSTRUCTION ENTRY/EXIT
BU
8
D
ey Bric 11. FOR CONSTRUCTION ENTRY / EXIT STANDARD DETAIL AND SPECIFICATION REFER TO NOOSA SHIRE COUNCIL STANDARD DRAWING
kW
|S|
or g
34
t D
all
34.79
S n ESC-01, OR ALTERNATIVELY INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA (IECA) BEST PRACTICES STANDARD
3 ildi
>
S
34
u 10
B D DRAWINGS EXIT-01 AND EXIT-02 CONSTRUCTION EXIT - ROCK PAD (CONSTRUCTION SITES ONLY), EXIT-03 - ROCK PADS FOR BUILDING
IL 0Ø
3
33 P SITES AND EXIT-04 AND EXIT-05 CONSTRUCTION EXIT - VIBRATION GRID.
.1 VC D
2
>S
3
|S|
CATCH DRAIN
34.26
P 10
19
SW
²
IL 0Ø 12. FOR CATCH DRAIN STANDARD DETAIL AND SPECIFICATION REFER TO INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA
>S
Timber Deck 32 P
(IECA) BEST PRACTICES STANDARD DRAWING CD-01 CATCH DRAINS AND CD-03 CATCH DRAINS - TURF LINED.
m
.9 VC
8
D
1 GRASSED FILTER STRIP
>
|S|
4
S
13. FOR GRASS FILTER STRIP STANDARD DETAILS AND SPECIFICATION REFER TO INTERNATIONAL EROSION CONTROL ASSOCIATION
D
33
AUSTRALASIA (IECA) BEST PRACTICES STANDARD DRAWING GFS-01 AND GFS-02 GRASS FILTER STRIPS.
>
Timber Retaining Wall
S
REVEGETATION
D
Timber Deck Timber Ramp
|S|
>
14. FOR REVEGETATION STANDARD SPECIFICATION REFER TO INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA (IECA)
32
S
BEST PRACTICES STANDARD DRAWING R-01 REVEGETATION GENERAL.
|S|
D
>
OPERATION AND MAINTENANCE
S
|S|
15. IN ACCORDANCE WITH NC ESC GUIDELINES, ALL ESC MEASURES SHALL BE INSPECTED:
D
32
>
|S| · AT LEAST DAILY (WHEN WORK IS OCCURRING ON SITE) OR WEEKLY (WHEN WORK IS NOT OCCURRING ON SITE)
32.43
|S| |S| |S| Brick Wall |S| |S| |S| |S| · WITHIN 24 HOURS OF EXPECTED RAIN; AND
S
|S|
31.85
D
· WITHIN 18 HOURS OF A RAINFALL EVENT (I.E. AN EVENT OF SUFFICIENT INTENSITY AND DURATION TO MOBILISE SEDIMENT ON SITE).
31.90
31.59
16. IN ACCORDANCE WITH NC ESC GUIDELINES, MAINTENANCE OF ESC MEASURES SHALL OCCUR IN ACCORDANCE WITH THE FOLLOWING
31.50
TABLE:
S
2 x 100Ø PVC
D
31.84
31
31.39
ps
Timber Retaining Wall
e
IL32.07
St
S
D
MH (Not Located) MAINTENANCE SCHEDULE
Plotted from Unitywater
31
31.12
Records TIMEFRAME FOR COMPLETION
ESC MEASURES MAINTENANCE TRIGGER
S S S S S S S S OF MAINTENANCE
D
SEDIMENT BASIN WHEN SETTLED SEDIMENT EXCEEDS THE WITHIN 7 DAYS OF THE
(WHERE UTILISED) VOLUME OF THE SEDIMENT STORAGE INSPECTION
ZONE (SEE COUNCIL'S SEDIMENT BASIN
DESIGN GUIDELINES
30 Concrete Drain OTHER ESC MEASURES THE CAPACITY OF ESC MEASURES IS
EXCEEDED
BY THE END OF THE DAY
PROVIDE SEDIMENT FENCING REPORTING
TO DOWNSTREAM SITE PROVIDE TURFED FILTER STRIP 17. CONTRACTOR IS TO PROVIDE AN UPDATED PROGRAM OF ESC MAINTENANCE AND CONTROL OF ALL STAGES OF WORK FOR APPROVAL
BOUNDARY AS PER NSC STD ALONG KERB DOWNSTREAM OF BY THE SUPERINTENDENT.
DWG ESC-01 SITE AS PER IECA STD DWG GFS-01
BOTTLEBRUSH AVENUE
LEGEND
|S| SEDIMENT FENCE
> > DIVERSION SWALE
SEDIMENT AND EROSION CONTROL:
CONSTRUCTION ENTRY CONTRACTOR TO ALLOW FOR PROVISION OF ALL REQUIRED
SEDIMENT AND EROSION CONTROL DEVICES IN ACCORDANCE
WITH IECA AND NOOSA SHIRE COUNCIL POLICIES AND
TURF FILTER STRIP GUIDELINES
SCALE: CLIENT: APPROVED BY: PROJECT NAME:
RESIDENTIAL UNITS AT 37 BOTTLEBRUSH AVE
1:100 TITLE: STATUS:
EROSION & SEDIMENT MCU / OP WORKS
© ABN 89 647 469 707 C 29/11/22 RFI UPDATE BRP JB BRP
SCALE 1:1000
BOTTLEBRUSH PROPERTY PTY LTD BEN PARRY CONTROL PLAN
B 10/10/22 RFI UPDATE BRP MVP BRP 10 50 100M
37 MARY ST RPEQ: 28084
A 12/05/22 MCU / OPW 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: 29/11/22 SIZE:
RECORCONSULTING.COM REVISIONS C20 20220051 A1 C
Section 4
MAINTENANCE:
(MAX) 1. INSPECT SEDIMENT FENCE WEEKLY, AND AFTER SIGNIFICANT RAINFALL. UNDERTAKE
m S P ACING TOUR, NECESSARY REPAIRS IMMEDIATELY.
LATERAL TURF STRIPS AT MAXIMUM
AT 20 E CON
5 METRES CRS TO PREVENT SCOUR
N S ' P LACED ALONG TH ON SLOPE 2. REPAIR ANY TORN SECTIONS WITH A CONTINUOUS PIECE OF FABRIC FROM POST TO
R D
'RETU IS LOCATE DEPENDING
E N C E O m
1 0 1.5 POST.
IF F ISE 5 T m
E R W 3. IF FENCE BEGINS TO SAG BETWEEN POSTS. INSTALL ADDITIONAL SUPPORT POST.
OTH (M
IN 400mm
) 1
4. REMOVE ACCUMULATED SEDIMENT IF THE SEDIMENT DEPOSIT EXCEEDS A DEPTH OF 3
THE HEIGHT OF THE FENCE.
NG 5. REPLACE THE FENCE FABRIC IF THE EXISTING FABRIC SERVICE LIFE IS GREATER THAN 6
E B ACKI MONTHS.
IR
ITH W MAX
)
(M AX) W ISE 2m (
3m RW
OTHE
DI
RE
CT
IO
NOTE: TURF
N
OF
FL 1. REFER TO INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA (IECA) BEST
OW
PRACTICES STANDARD DRAWINGS SF-01 AND SF-02 SEDIMENT FENCE FOR FURTHER
DETAIL. KERB
IN.
2. SEDIMENT FENCES MUST INCORPORATE REGULAR 'RETURNS', GENERALLY AT A MAXIMUM 600m
mM
ALL SUPPORT POSTS PLACED 20m SPACING, BUT CAN BE LESS AS THE SLOPE ALONG THE FENCE INCREASES.
DOWN-SLOPE OF FABRIC 3. MINIMUM FOUR STAPLES OR TIE WIRES PER STAKE GUTTER
FABRIC 4. REFER TO APPROVED PLANS FOR LOCATION AND EXTENT. IF THERE ARE ANY CONCERN
BURIED SEDIMENT FENCE FABRIC, WITH THE LOCATION OR EXTENT, CONTACT THE ENGINEERS RESPONSIBLE FOR THE
200mm NOT FILTER CLOTH OR SHADE WORKS.
CLOTH ROADWAY
5. UNLESS OTHERWISE NOTED ENSURE FENCE IS LOCATED:
I) ENTIRELY WITHIN THE PROPERTY BOUNDARY.
SEDIMENT FENCE TYPICAL DETAIL II) ALONG A LINE OF CONSTANT ELEVATION WHERE POSSIBLE
III) 2 METRES FROM THE TOE OF A FILLING OPERATION OR BATTER SLOPES
6. ENSURE FENCE IS PLACED IN A MANNER THAT AVOIDS HIGH FLOW RATES ALONG THE
LENGTH OF THE FENCE AND UNDESIRABLE DISCHARGE OF WATER AROUND THE ENDS OF
THE FENCE.
7. REMOVE SEDIMENT FENCE ONLY ONCE AREAS UPSLOPE OF SEDIMENT FENCE ARE
SUFFICIENTLY STABILISED TO PREVENT EROSION. REHABILITATE AND VEGETATE
DISTURBED GROUND AS NECESSARY TO PREVENT EROSION
8. ACCUMULATED SEDIMENT IS TO BE REMOVED IN A SUITABLE MANNER THAT WILL NOT
CAUSE EROSION OR A POLLUTION HAZARD. GRASS FILTER STRIP TYPICAL DETAIL
INSTALLATION
1. REFER TO INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA (IECA) BEST
PRACTICES STANDARD DRAWING GFS-01 AND GFS-02 GRASS FILTER STRIPS FOR FURTHER
DETAIL.
2. REFER TO APPROVED PLANS FOR LOCATION, EXTENT AND CONSTRUCTION DETAILS. IF THERE
ARE QUESTIONS OR PROBLEMS WITH THE LOCATION, EXTENT, OR METHOD OF INSTALLATION
CONTACT THE ENGINEER OR RESPONSIBLE ON-SITE OFFICER FOR ASSISTANCE.
3. ENSURE ALL NECESSARY SOIL TESTING (e.g. SOIL pH, NUTRIENT LEVELS) HAS BEEN
COMPLETED, AND REQUIRED SOIL ADJUSTMENTS PERFORMED, PRIOR TO PLANTING.
4. REMOVE ALL OBJECTIONABLE MATERIAL FROM THE AREA TO BE TURFED.
5. ALL TURF SHOULD BE USED WITHIN 12-HOURS OF DELIVERY, OTHERWISE ENSURE THE TURF IS
STORED IN CONDITIONS APPROPRIATE FOR THE WEATHER CONDITIONS.
6. MOISTENING THE TURF AFTER IT IS UNROLLED WILL HELP MAINTAIN ITS VIABILITY.
300mm
MIN
7. TURF SHOULD BE LAID ON A MINIMUM 75mm BED OF ADEQUATELY FERTILISED TOPSOIL. RAKE
FLOW CONTROL BERM INCORPORATED INTO THE THE SOIL SURFACE TO BREAK THE CRUST JUST BEFORE LAYING THE TURF.
ROCK PAD IF THE THE PAD RECEIVES RUNNOFF 8. ENSURE THE TURF IS NOT LAID ON GRAVEL, HEAVILY COMPACTED SOILS, OR SOILS THAT HAVE
MINIM FROM THE BUILDING SITE (LOCATION MAY VARY). BEEN RECENTLY TREATED WITH HERBICIDES.
UM LE
NGTH 9. ENSURE THAT INTIMATE CONTACT IS ACHIEVED AND MAINTAINED BETWEEN THE TURF AND THE
10M
SOIL SUCH THAT BSEEPAGE FLOW BENEATH THE TURF IS AVOIDED.
10. IF THE FILTER STRIPS ARE REQUIRED TO BE PLACED ALONG THE CONTOUR, THEN ENSURE
40 - 75mm CRUSHED ROCK MAKE EACH ROW OF TURF IS PLACED ALONG A LINE OF CONSTANT LAND ELEVATION.
)
UP-SLOPE RUNOFF DIRECTED
IN
CAN BE CONSTRUCTED WITH OR
FOR P FOOTPATH
(M
TO AN APPROPRIATE 11. IF THE FILTER STRIPS ARE PLACED AT AN ANGLE TO THE LAND SLOPE (i.e. SUCH THAT
EDEST S PROVIDE TURF WITHOUT CHANNEL
RIAN T AFE
0m
SEDIMENT TRAP. UP-SLOPE RUNOFF WILL BE DEFLECTED ALONG THE UPPER EDGE OF THE TURF), THEN LATERAL
RAFFIC LINING
2.
. ALL BATTER GRADES STRIPS OF TURF MUST BE PLACED AT MAXIMUM 5m INTERVALS AND EXTENDING AT LEAST 400mm
TH
UP-SLOPE OF THE FILTER STRIP.
ID
FLOW 2(H):1(V) MAX.
Y
KERB
W
AR
12. WATER UNTIL THE SOIL IS WET 100mm BELOW THE TURF. THEREAFTER, WATERING SHOULD BE
D
SUFFICIENT TO MAINTAIN AND PROMOTE HEALTHY GROWTH.
N
U
BO
300 mm
FOOTPATH
MIN.
TY
MAINTENANCE
200mm
R
150 -
PE
1. INSPECT THE GRASS FILTER STRIPS AFTER EACH RUNOFF EVENT. CHECK FOR EVIDENCE OF
O
GEOTEXTILE FILTER ROADWAY
PR
CONCENTRATED RILL-FORMING FLOW ALONG THE UPPER EDGE OF THE TURF.
FABRIC (MANDATORY 2000 MIN
2. IF EXCESSIVE EROSION IS OCCURRING ALONG THE UP-SLOPE EDGE OF THE TURF, THEN PLACE
WHEN WORKING ON ADDITIONAL DIAGONAL TURF STRIPS. ALTERNATIVELY, USE SANDBAGS TO APPROPRIATELY
CLAY SOILS). DIVERT RUNOFF THROUGH THE GRASS.
3. MAINTAIN A HEALTHY AND VIGOROUS GRASS CONDITION WHENEVER AND WHEREVER
CONSTRUCTION ENTRY/EXIT ROCK PAD TYPICAL DETAIL GRASS LINED CATCH DRAIN TYPICAL DETAIL POSSIBLE, INCLUDING WATERING AND FERTILISING AS NEEDED.
4. WHERE PRACTICABLE, MAINTAIN A MINIMUM LEAF LENGTH OF 50mm. MOWING SHOULD NOT BE
ATTEMPTED UNTIL THE TURF IS FIRMLY ROOTED, USUALLY 2 TO 3 WEEKS AFTER LAYING
INSTALLATION NOTE:
ONLY TO BE USED AS TEMPORARY BANK WHERE MAXIMUM UPSLOPE LENGTH
IS 80 METRES.
1. REFER TO INTERNATIONAL EROSION CONTROL ASSOCIATION
AUSTRALASIA (IECA) BEST PRACTICES STANDARD DRAWINGS
EXIT-01 AND EXIT-02 CONSTRUCTION EXIT - ROCK PAD
CONSTRUCTION NOTES:
(CONSTRUCTION SITES ONLY), EXIT-03 - ROCK PADS FOR 1. REFER TO IECA STANDARD DRAWINGS CD-01 TO CD-05 FOR FURTHER DETAILS
BUILDING SITES AND EXIT-04 AND EXIT-05 CONSTRUCTION EXIT - 2. AVOID REMOVING TREES AND SHRUBS WHERE POSSIBLE - WORK AROUND
THEM.
VIBRATION GRID FOR FURTHER DETAIL.
3. ENSURE BANKS ARE FREE FROM PROJECTIONS OR OTHER IRREGULARITIES
2. INSPECT ALL SITE ENTRY AND EXIT POINTS PRIOR TO
THAT COULD IMPEDE FLOW/
FORECAST RAIN, DAILY DURING EXTENDED PERIODS OF
4. BUILD THE DRAINS WITH CIRCULAR, PARABOLIC OR TRAPEZOIDAL CROSS
RAINFALL, AFTER RUNOFF-PRODUCING RAINFALL, OR
SECTIONS ONLY, AVOID V SHAPED SECTIONS.
OTHERWISE AT FORTNIGHTLY INTERVALS.
5. ENSURE THE BANKS ARE PROPERLY COMPACTED TO PREVENT FAILURE.
3. IF SAND, SOIL, SEDIMENT OR MUD IF TRACKED OR WASHED
6. COMPLETE PERMANENT OR TEMPORARY STABILISATION TO BE CARRIED OUT
ONTO THE ADJACENT SEALED ROADWAY, THEN IT MUST BE
WITHIN 10 DAYS OF CONSTRUCTION.
REMOVED USING A SHOVEL AND THEN A STIFF BRISTLED
BROOM, AND THEN BY A VACUUM IF AVAILABLE.
4. IF NECESSARY FOR SAFETY REASONS, THE ROADWAY SHALL
ONLY BE WASHED CLEAN AFTER ALL REASONABLE EFFORTS
HAVE BEEN TAKEN TO SHOVEL AND SWEEP THE MATERIAL
FROM THE ROADWAY.
5. WHEN THE VOIDS BETWEEN THE ROCK BECOMES FILLED WITH
MATERIAL AND THE EFFECTIVENESS OF THE ROCK PAD IS
REDUCED TO A POINT WHERE SEDIMENT IS BEING TRACKED
OFFSITE, A NEW 100mm LAYER OF ROCK MUST BE ADDED AND
/OR THE ROCK PAD MUST BE EXTENDED.
6. ENSURE ANY ASSOCIATED DRAINAGE CONTROL MEASURES
(E.G. FLOW CONTROL BERM) ARE MAINTAINED IN ACCORDANCE
WITH THEIR DESIRED OPERATIONAL CONDITIONS,
7. DISPOSE OF SEDIMENT AND DEBRIS IN A MANNER THAT WILL
NOT CREATE AN EROSION OR POLLUTION HAZARD.
SCALE: CLIENT: APPROVED BY: PROJECT NAME:
RESIDENTIAL UNITS AT 37 BOTTLEBRUSH AVE
1:100 TITLE: STATUS:
EROSION & SEDIMENT MCU / OP WORKS
© ABN 89 647 469 707 C 29/11/22 RFI UPDATE BRP JB BRP
SCALE 1:1000
BOTTLEBRUSH PROPERTY PTY LTD BEN PARRY CONTROL DETAILS
B 10/10/22 RFI UPDATE BRP MVP BRP 10 50 100M
37 MARY ST RPEQ: 28084
A 12/05/22 MCU / OPW 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: 29/11/22 SIZE:
RECORCONSULTING.COM REVISIONS C21 20220051 A1 C
Section 5
EARTHWORKS NOTES
1. FOR GENERAL NOTES REFER DWG C01, WHICH IS TO BE REQUESTED AND VIEWED PRIOR TO COMMENCEMENT OF CONSTRUCTION IF NOT
EARTHWORK CUT/FILL VOLUMES: SUPPLIED.
N
2. FOR DETAILED GEOTECHNICAL INFORMATION, REFER GEOTECHNICAL INVESTIGATION REPORT BY TECTONIC. IT IS RECOMMENDED THAT THE
GEOTECHNICAL CONSULTANT BE CONTACTED TO CONFIRM THE SOIL CONDITIONS PRIOR TO EARTHWORKS COMMENCING.
TOTAL CUT: 778.66m³ 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 AREAS. TOPSOIL MATERIALS MUST NOT BE USED IN STRUCTURAL FILL.
4. UNSUITABLE NATURAL MATERIALS SUCH AS SATURATED, LOOSE OR SOFT MATERIALS ENCOUNTERED SHOULD BE REMOVED DURING
TOTAL FILL: 1.64m³ SUBGRADE PREPARATION FOR BULK EARTHWORKS. ALL UNSUITABLE MATERIAL TO BE REMOVED FROM SITE AT CONTRACTORS EXPENSE.
5. COMPACTION OF THE EXPOSED SAND SUBGRADE REQUIRES SUBSTANTIAL VOLUMES OF WATER COMBINED WITH VIBRATORY COMPACTION
TEMPORARY SHORING AND/OR EQUIPMENT(E.G VIBRATING PLATE OR MINIMUM 4 TONNE VIBRATING SMOOTH DRUM ROLLER). CARE MUST BE TAKEN TO ENSURE THERE ARE
BALANCE: 777.02m³ CUT
BATTERS IN ACCORDANCE WITH NO IMPACTS ON SURROUNDING STRUCTURES. MATERIAL TO BE COMPACTED IN ACCORDANCE WITH GEOTECHNICAL REPORT AND AS1289.
6. TEMPORARY SWALE DRAINS TO BE PROVIDED ALONG CREST AND TOE OF ANY CUTS AND ABOVE FILL BATTERS GRADING DISCHARGE TO A
GEOTECHNICAL CONSULTANTS CONTROL POINT FOR DISCHARGE TO EXISTING STORMWATER INFRASTRUCTURE IN ROAD RESERVE.
SPECIFICATIONS 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 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 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 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%.
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, INCLUDING REAR OF
CH28.0 CH27.7 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 REQUIREMENTS OF GEOTECHNICAL REPORT.
11. REFER ARCHITECT/LANDSCAPE ARCHITECT DRAWINGS FOR CONFIRMATION OF RETAINING WALL COLOUR AND FINISH.
12. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 1' SOIL ENGINEERING SUPERVISION IN ACCORDANCE WITH APPENDIX B
OF AS 3798. THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL PROVIDE CERTIFICATION THAT ALL GENERAL EARTHWORKS
7m
OPERATIONS HAVE BEEN CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS AND THE CONTROLLED FILL IS SUITABLE
.5
m
.0m 2 . .3m FOR PURPOSE TO THE REQUIRED BEARING CAPACITY UNDER THE PLATFORM/STRUCTURES AS SPECIFIED BY THE GEOTECHNICAL REPORT.
-3 -3 - -3 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 (PRIOR TO COMPACTION).
14. COMPACTION TESTING TO BE CARRIED OUT AT A MINIMUM OF TWO TESTS PER VERTICAL LIFT WHERE STRUCTURAL FILL HEIGHTS EXCEED
300MM IN ACCORDANCE WITH AS3798. CONTRACTOR TO UNDERTAKE ALL EARTHWORKS TESTING IN ACCORDANCE WITH GEOTECHNICAL
ENGINEER AND LOCAL AUTHORITY REQUIREMENTS.
15. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN ACCORDANCE WITH LANDSCAPE DRAWINGS.
9m . 2m . 3m 16. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING LEVELS.
2 . .8m .7
m -3 -0
17. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH APPROVED MANAGEMENT PLANS.
- -2 -2
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.
19. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS OR RETAINING WALLS (TEMPORARY OR PERMANENT) AS PER
RELEVANT AUSTRALIAN STANDARDS AND LEGISLATION.
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 WHERE REASONABLY
m 1 m PRACTICAL TO RESTRICT DUST MOVEMENT.
0m 1m 3 0.
21. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS DRAWING, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE
. .1m -2
. -2. WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE.
31
-2
A
-2
22. ALL EXCAVATIONS ARE TO BE CONDUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER AS OUTLINED IN THE
CH42.8
CH0.0
GEOTECHNICAL INVESTIGATION REPORT BY TECTONIC. 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 CUT AND FILL BATTERS TO BE A MAXIMUM 1V:2.5H.
23. EARTHWORKS FILL BATTERS TO BE MAXIMUM OF 1M IN HEIGHT, OR OTHERWISE RETAINED.
m
.1
24. WHERE THE ABOVE TEMPORARY BATTER SLOPES CAN NOT BE ACHIEVED, TEMPORARY SHORING WILL BE REQUIRED UNDER THE ADVICE OF A
m -2
SPECIALIST SHORING CONTRACTOR.
m 5m .5 3m
25. EXCAVATIONS IN PROXIMITY TO EXISTING STRUCTURES WILL REQUIRE SPECIFIC DESIGN TO PREVENT UNDERMINING WHICH SHOULD BE
.2 . -1 .
-1
CARRIED OUT BY A SUITABLY QUALIFIED AND EXPERIENCED RPEQ STRUCTURAL ENGINEER.
-1 -1 26. CONTRACTOR'S RPEQ 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 AGAINST GEOTECHNICAL FAILURES TO THEIR
SATISFACTION.
27. EARTHWORKS LEVELS SHOWN ARE NOMINALLY 200MM BELOW FINISHED DESIGN SURFACE LEVELS INCLUSIVE OF TOPSOIL LAYER.
CONTRACTOR TO CONFIRM FINISHED SURFACE LEVLS BASED ON STRUCTURAL ENGINEERING DRAWINGS FOR BUILDING SLAB THICKNESSES
AND HYDRAULIC DRAWINGS FOR SUB-FLOOR DRAINAGE TO CONFIRM EARTHWORKS SURFACE LEVEL.
m 28. ANY PRELOADING REQUIRED IS TO OCCUR IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERS REQUIREMENTS. CONTRACTOR TO ALLOW
7m 6m .5
7m
FOR THE IMPORT AND REMOVAL OF ALL NECESSARY MATERIAL TO UNDERTAKE THE PRELOADING OPERATIONS.
3m . . . -0
0. 0 29. REFER ARCHITECTURAL DRAWINGS FOR BUILDING SETOUT.
-0
31
-1 -
B
-
CH42.8
CH0.0
DEPTH LEGEND
-3.8 to -3.6
-3.6 to -3.4
-3.4 to -3.2
-3.2 to -3.0
-3.0 to -2.8
-2.8 to -2.6
-2.6 to -2.4
-2.4 to -2.2
-2.2 to -2.0
CH0.0 -2.0 to -1.8
CH0.0 -1.8 to -1.6
-1.6 to -1.4
-1.4 to -1.2
31
D
31
-1.2 to -1.0
C
-1.0 to -0.8
-0.8 to -0.6
-0.6 to -0.4
-0.4 to -0.2
-0.2 to -0.0
0.0 to 0.2
0.2 to 0.4
0.4 to 0.6
0.6 to 0.8
0.8 to 1.0
SCALE: CLIENT: APPROVED BY: PROJECT NAME:
RESIDENTIAL UNITS AT 37 BOTTLEBRUSH AVE
1:100 TITLE: STATUS:
BULK EARTHWORKS PLAN MCU / OP WORKS
© ABN 89 647 469 707 C 29/11/22 RFI UPDATE BRP JB BRP
SCALE 1:1000
BOTTLEBRUSH PROPERTY PTY LTD BEN PARRY
B 10/10/22 RFI UPDATE BRP MVP BRP 10 50 100M
37 MARY ST RPEQ: 28084
A 12/05/22 MCU / OPW 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: 29/11/22 SIZE:
RECORCONSULTING.COM REVISIONS C30 20220051 A1 C
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