Original source · versioned page text
civil
PROPOSED COMMERCIAL DEVELOPMENT 48 ELM STREET, COOROY, 4570, QLD Lot 1 ON RP155843 CIVIL WORKS DRAWING SCHEDULE DRAWING NUMBER DRAWING TITLE 001 COVER SHEET & LOCALITY PLAN 002 GENERAL NOTES 003 EXISTING SITE SERVICES AND DEMOLITION LAYOUT PLAN 010 ROADS LAYOUT PLAN 020 BULK EARTHWORKS LAYOUT PLAN 48 Elm Street (1RP155843) 021 EARTHWORKS LONGITUDINAL SECTIONS 030 EROSION AND SEDIMENT CONTROL LAYOUT PLAN 031 EROSION AND SEDIMENT CONTROL DETAILS 040 STORMWATER LAYOUT PLAN 045 STORMWATER CATCHMENT LAYOUT PLANS 050 SEWER AND WATER CONNECTION LAYOUT PLAN 060 VEHICLE SWEPT PATHS LOCALITY PLAN NOT TO SCALE CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME: PROPOSED COMMERCIAL DEVELOPMENT IRONBARK SMSF PTY LTD TITLE: STATUS: 48 ELM STREET COVER SHEET AND FOR APPROVAL - NOT FOR © ABN 89 647 469 707 02 25/05/23 RFI UPDATE BP BP BP COOROY, 4570, QLD BEN PARRY LOCALITY PLAN CONSTRUCTION 75 NOOSA DRIVE RPEQ: 28084 01 09/02/23 OPW ISSUE BP JB JB SCALE: NOOSA HEADS, QLD 4567 CPEng NER MIEAUST +61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP N.T.S DATE: 25/05/23 DRAWING NUMBER: PROJECT NUMBER: SHEET REV: SIZE: RECORCONSULTING.COM REVISIONS DO NOT SCALE, IF IN DOUBT ASK 001 20220206 A1 02
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
The download may take up to a minute.
Full text of pages 2 to 8 (of 13)
Page 2
GENERAL NOTES ROADS AND SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE 3. DOWELL BARS MUST BE INSTALLED EXACTLY 90° TO THE FACE OF JOINT
U.N.O. TO ALLOW EXPANSION AND CONTRACTION MOVEMENTS.
1. ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN. 4. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO
16. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING
2. ALL SETOUT ON SITE IS THE SOLE RESPONSIBILITY OF THE PROPERTIES AND COUNCIL ROADS AND VERGES PRIOR TO CONSTRUCTION COMMENCING. LAYOUT SHOULD AVOID ACUTE ANGLES
CONTRACTOR. CONTRACTOR TO ALLOW FOR ALL MEANS NECESSARY TO COMMENCEMENT OF ANY WORKS ON SITE. IN THE CONCRETE SLAB AND AVOID MISMATCHED JOINTS.
ACCURATELY SETOUT THE WORKS. 5. JOINT SEALANTS WHERE USED MUST ADHERE TO SIDE OF JOINT FACES
17. CONTRACTOR TO CLEAR AND GRUB ALL VEGETATION ON SITE AS ONLY AND SHALL NOT EXTEND ABOVE SIDES OF JOINTS ONTO THE SLAB
3. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT IDENTIFIED IN THE APPROVED VEGETATION MANAGEMENT PLAN. SURFACE.
SPECIFICATIONS AND WHERE FURTHER DETAILS ARE REQUIRED THE CONTRACTOR TO ENSURE ALL TREE ROOTS AND STUMPS ARE
CONTRACTOR SHALL REFER TO NOOSA SHIRE COUNCIL DEVELOPMENT 6. DOWEL BARS ARE TO BE
COMPLETELY REMOVED AND BACKFILLED TO LEVEL 1 SUPERVISION.
GUIDELINES, LOCAL WATER AUTHORITY GUIDELINES, ASSOCIATED CONTRACTOR TO ALLOW TO MULCH ALL CLEARED VEGETATION AND 6.1. FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT
STANDARD DRAWINGS AND SPECIFICATIONS U.N.O. STOCKPILE ON SITE OR REMOVE FROM SITE AS DIRECTED. 400MM CENTRES
6.2. FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT
3. SHOULD ANY OF THE CONSTRUCTED WORKS BE CONSTRUCTED 18. DRAWINGS TO BE READ IN CONJUNCTION WITH ARCHITECT, SURVEYOR, 300MM CENTRES
OUTSIDE OF THE TOLERANCES SPECIFIED WITHIN THE PROJECT HYDRAULICS, ETC. CONSULTANT AND CONTRACTOR DRAWINGS.
SPECIFICATION AND LOCAL AUTHORITY REQUIREMENTS, THE 6.3. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT
CONTRACTOR WILL RECTIFY AT THEIR COST INCLUSIVE OF ANY 19. CONTRACTOR TO PREPARE AND HAVE APPROVED BY RELEVANT 300MM CENTRES
ADDITIONAL COSTS INCURRED BY RECOR. AUTHORITY: ROAD OPENING PERMIT AND TRAFFIC MANAGEMENT PLAN
FOR ALL WORKS WITHIN COUNCIL ROAD RESERVES. CONTRACTOR TO INSPECTIONS:
4. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS ALLOW FOR ALL COSTS ASSOCIATED WITH IMPLEMENTATION OF THE
SUCH THEIR ACCURACY CANNOT BE GUARANTEED. NO RESPONSIBILITY TMP. THE FOLLOWING INSPECTIONS MUST BE COMPLETED BY RECOR ENGINEERS
IS TAKEN BY RECOR OR THE PRINCIPAL FOR THE ACCURACY AND BEFORE ENGINEERING CERTIFICATION WILL BE ISSUED. THE CONTRACTOR
COMPLETENESS OF THIS INFORMATION. IT IS THE RESPONSIBILITY OF 20. ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH ALL LOCAL
IS TO PROVIDE A MINIMUM OF 72 HOURS NOTICE TO RECOR FOR REQUIRED
THE CONTRACTOR TO ACCURATELY ESTABLISH THE LOCATION AND AUTHORITY APPROVALS RECEIVED FOR THE PROJECT AND IN
INSPECTIONS. SHOULD THE
LEVEL OF ALL EXISTING SERVICES PRIOR THE COMMENCEMENT OF ANY ACCORDANCE WITH OPW APPROVALS BY COUNCIL.
WORKS. ANY DISCREPANCIES SHALL BE REPORTED TO THE CONTRACTOR FAIL TO REQUEST AN INSPECTION, THE CONTRACTOR WILL BE
21. NO WORKS ARE TO BE UNDERTAKEN ON LAND OUTSIDE OF THE SITE
SUPERINTENDENT. CONTRACTOR TO LOCATE AND PROTECT SERVICES RESPONSIBLE FOR ALL COSTS TO ALLOW FOR THE WORKS TO BE
BOUNDARY WITHOUT FORMAL APPROVAL BY THE OWNER/CUSTODIAN OF
AS REQUIRED DURING PROPOSED WORKS. INSPECTED TO THE SATISFACTION OF RECOR. ANY INSPECTIONS THAT FAIL
THAT LAND INCLUDING BUT NOT LIMITED TO PRIVATE PROPERTY, ROAD
ARE TO BE RE-INSPECTED WITH ALL REINSPECTION COSTS TO BE PAID BY
5. THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND RESERVE, PARKS/OPENSPACE, EASEMENTS.
THE CONTRACTOR.
SURVEY ALL CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS 22. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF CONSTRUCTION
SHOWN ON THE DRAWINGS INCLUDING ANY POTENTIAL EXISTING a. PRESTART
DRAWINGS AND APPROVALS ON SITE AT ALL TIMES.
SERVICES CLASHES PRIOR TO COMMENCEMENT OF CIVIL WORKS. b. EARTHWORKS - FINAL STRIPPING OF TOPSOIL, INSTALLATION OF
23. ALL WATER AND SEWER RETICULATION WORKS TO BE CONSTRUCTED IN
CONTRACTOR TO IMMEDIATELY REPORT ANY DISCREPANCIES TO RECOR SEDIMENT AND EROSION CONTROL MEASURES UNSUITABLE GROUND
ACCORDANCE WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN
AND AWAIT FORMAL DIRECTION PRIOR TO COMMENCING CIVIL WORKS.
AND CONSTRUCTION CODE (2013). c. SIDE AND CUT OFF DRAINS
6. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS
d. STORMWATER PIPE LAID ON BEDDING PRIOR TO BACKFILL
SHALL BE RESTORED TO ORIGINAL LEVEL, INCLUDING KERBS,
FOOTPATHS, CONCRETE AREAS, GRAVEL AREAS, GRASSED AREAS AND STANDARD SIGNS AND LINE MARKING NOTES e. STORMWATER TRENCH BACKFILLED PRIOR TO PAVEMENT PLACEMENT
ROAD PAVEMENTS. 1. GENERAL f. STORMWATER STRUCTURE BASE SLABS
7. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO 1.1. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH g. PAVEMENT SUBGRADE
AUTHORITY/COUNCIL'S INFRASTRUCTURE. SUCH REPAIR OR THE QUEENSLAND TRANSPORT MANUAL OF UNIFORM TRAFFIC
REINSTATEMENT TO BE CARRIED OUT IMMEDIATELY TO THE CONTROL DEVICES (CURRENT EDITION). h. PAVEMENT REINFORCING
SATISFACTION OF INFRASTRUCTURE OWNER/MANAGER / 2. SIGNS i. PAVEMENT PRIOR TO SEALING (PRESEAL)
AUTHORITY/COUNCIL. 2.1. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2007 UNLESS
j. RETAINING WALL FOOTING REINFORCING
8. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL NOTED OTHERWISE.
WORKPLACE HEALTH AND SAFETY REQUIREMENTS. 2.2. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO k. RETAINING WALL BLOCKWORK PRIOR TO CORE FILL
EDGE OF SIGN: LOCATION CLEARANCE NO KERB 600 BEHIND GUIDE l. STEEL REINFORCEMENT OF CONCRETE STRUCTURES
9. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE TO BE IN
POSTS BARRIER KERB 300 FROM FACE MOUNTABLE KERB 500 FROM
CLOSE PROXIMITY TO NEIGHBOURING LOT BOUNDARIES OR m. PRACTICAL COMPLETION
FACE OF KERB.
INFRASTRUCTURE, CONTRACTOR TO ALLOW IN SCOPE OF WORKS TO
PROVIDE ALL MEASURES NECESSARY TO ENSURE THE INTEGRITY OF 2.3. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING n. ON MAINTENANCE
EXISTING BOUNDARIES AND INFRASTRUCTURE. THIS MAY INCLUDE THE TRAFFIC AT 45° TO KERB OR CARRIAGEWAY EDGE. ALL OTHER SIGNS
o. OFF MAINTENANCE
USE OF LOW VIBRATION EQUIPMENT, TRENCH SHORING ETC AS TO BE TURNED AWAY BY 5° FROM THE NORMAL TO APPROACHING
HEADLIGHT. p. ANY OTHER INSPECTION AS SPECIFIED BY LOCAL COUNCIL (REFER
REQUIRED.
3. SIGN SUPPORTS DEVELOPMENT APPROVAL)
10. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON
3.1. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS
THESE DRAWINGS, THE CONTRACTOR IS TO NOTIFY RECOR AND
WHERE THEY ARE IN A PAVED SURFACE.
RECEIVE WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE.
4. LINEMARKING
11. CONTRACTOR TO PROVIDE AS CONSTRUCTED DRAWINGS FOR ALL 4.1. REDUNDANT LINEMARKING IS TO BE GROUND OFF.
CONSTRUCTED WORKS IN ACCORDANCE WITH LOCAL GOVERNMENT 4.2. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE.
REQUIREMENTS. UNLESS OTHERWISE ADVISED BY RECOR CONTRACTOR
TO NOTE COUNCILS ADAC REQUIREMENTS.
JOINTING NOTES
12. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH
RELEVANT APPROVALS.
1. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE
13. CONTRACTOR TO ALLOW TO LIASE/CO-ORDINATE WITH ELECTRICAL, REQUIREMENTS OF AS3727.1:2016.
LANDSCAPE AND OTHER SERVICE CONTRACTORS THROUGHOUT CIVIL 2. SAW CUT JOINTS MUST BE:
CONSTRUCTION.
2.1. BETWEEN 1 AND 1 OF CONCRETE PAVEMENT DEPTHS.
14. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR 4 3
DEMOLITION WORKS COMMENCING ON SITE. 2.2. CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD.
15. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, 2.3. PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE
POURS.
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED COMMERCIAL DEVELOPMENT
IRONBARK SMSF PTY LTD TITLE: STATUS:
48 ELM STREET GENERAL NOTES FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
02 25/05/23 RFI UPDATE BP BP BP COOROY, 4570, QLD BEN PARRY CONSTRUCTION
75 NOOSA DRIVE RPEQ: 28084
01 09/02/23 OPW ISSUE BP JB JB SCALE:
NOOSA HEADS, QLD 4567 CPEng NER MIEAUST
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
N.T.S DATE: 25/05/23
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
002 20220206 A1 02
Page 3
W
V
W
W
LEGEND
V
W
EXISTING FIRE HYDRANT SW
SW
W
EXISTING SW INLET PIT W
SL: 107.1m AHD EXISTING POWER POLE S
SW
IL: 106.44m AHD SW
SW EXISTING 'LIVE' SEWER CHAMBER
SW
W
V
EXISTING TREES TO BE
SW EXISTING STORMWATER PIT
W
FELLED, MULCHED AND
SW
REMOVED OFFSITE U.N.O P
107 72, Ø 300 RC SW S S EXISTING SEWERAGE LINE
ET 262
STREET
107 A S S SW
NS C SW
SW W W EXISTING WATER RETICULATION MAIN
W D
PEARL
DSW
V
D
W
W W EXISTING WATER TRUCK MAIN
S
V S
V OVERHEAD ELECTRICITY S
S
V
D
S
W
SW SW STORMWATER PIPE
S V
SW D
W
0 AC S V
V
108 5 62, Ø15
ET 2528 S WATER VALVE
UW ASS
V
S V
05.84
USIL: 1 S WATER SERVICE
04.48
V
S
DSIL: 1 S
V
W
D SW D
S
V W
V W
W
S
W
V
S V
S V W
S V W
V W
W
W
W
V
V
DSW
W
W
V W
V W
V
W
S
V
D
V W
V W
V W
S
W W
DW
V
V W
W
W
V
V
W
S
V
D
W
C
Ø200 A
V
V W
ET 20 40450, W
UW ASS W
SW
W
V
V
D
W
W
W
S
W
V W
D
W
V W
W
SWD
V W
W
W
S
V
C
150 A
9
D SW D
1 0
5, Ø
W
0 AC
2856
S
9
, Ø20
0
25
USIL 105.88
UW A 107.41
1 NOTES
SSET
ELM
RCP D SW
040449
:
1. FOR GENERAL NOTES REFER DWG 002, WHICH IS TO BE
W
L
:
IAD, Ø300
DS I
S
D
SSET 2
REQUESTED AND VIEWED PRIOR TO COMMENCEMENT OF
CONSTRUCTION IF NOT SUPPLIED.
UW A
DSW
2. THE CONTRACTOR WILL MAKE HIMSELF FULLY AWARE OF
W
THE EXISTING FEATURES OF THIS SITE AND ENSURE ANY
S
D
ADDITIONAL WORKS NOT SHOWN ON THIS PLAN ARE
INCLUDED IN THE CONTRACT.
SDW
3. LOCATION AND DEPTH OF EXISTING SERVICES BASED ON
S
STREET
SURVEY, DBYD AND COUNCIL RECORDS. IT IS THE
D
CONTRACTORS RESPONSIBILITY TO CONFIRM ACTUAL
SWD
LOCATION AND DEPTH PRIOR TO CARRYING OUT ANY
W
EXCAVATION OR TRENCHING WORKS.
S
4. CONTRACTOR TO LOCATE AND PROTECT ALL EXISTING
D
SERVICES ON SITE PRIOR TO COMMENCEMENT OF WORKS.
SW D
W
5. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS
S
PRIOR TO ANY DEMOLITION WORKS COMMENCING ON SITE.
6. ALL VEGETATION WITHIN THE LIMIT OF WORKS TO BE
108
D SW D
CLEARED, MULCHED AND REMOVED FROM SITE IN
W
ACCORDANCE WITH APPROVED VEGETATION CLEARING
S
PLAN (BY OTHERS) OR IF SCHEDULED STOCKPILE FOR USE
BY LANDSCAPER.
W
109 7. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES ON SITE
S
AND MAKE SUITABLE ARRANGEMENTS TO HAVE
DISCONNECTED PRIOR TO DEMOLITION WORKS BEGINNING.
8. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS
W
EXISTING TREES TO BE FELLED, MULCHED
AND REMOVED OFF SITE U.N.O DETAILED ON THIS DRAWING, THE CONTRACTOR IS TO
S
NOTIFY RECOR AND RECEIVE WRITTEN CONFIRMATION THAT
WORKS CAN COMMENCE.
W
9. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR
S
ADJOINING PROPERTIES AND COUNCIL ROADS AND VERGES
PRIOR TO COMMENCEMENT OF ANY WORKS ON SITE.
10. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING
W
ALL EXISTING STRUCTURES AND
STRUCTURES, ROADS AND SERVICES WITHIN LIMIT OF
S
HARDSTAND WITHIN SITE TO BE
DEMOLISHED AND REMOVED INCLUDING
BUILDING, PAVING, DRIVEWAYS, WALLS WORKS AND REMOVE FROM SITE U.N.O.
AND FENCING 11. WHERE NECESSARY, CONTRACTOR SHALL OBTAIN ALL
W
NECESSARY APPROVALS TO CARRY OUT SERVICES
S
RELOCATION OR ALTERATIONS.
W
PROJECT NAME:
S
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY:
PROPOSED COMMERCIAL DEVELOPMENT
IRONBARK SMSF PTY LTD TITLE: STATUS:
W
48 ELM STREET EXISTING SERVICES AND FOR APPROVAL - NOT FOR
S
© ABN 89 647 469 707
02 25/05/23 RFI UPDATE BP BP BP COOROY, 4570, QLD BEN PARRY DEMOLITION LAYOUT PLAN CONSTRUCTION
75 NOOSA DRIVE RPEQ: 28084
01 09/02/23 OPW ISSUE BP JB JB SCALE:
W
NOOSA HEADS, QLD 4567 CPEng NER MIEAUST
1:100 DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
S
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
DATE: 25/05/23 SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
003 20220206 A1 02
W
S
Page 4
V
W
W
N PROVIDE ASPHALT 45° PROVIDE 600mm WIDE CONCRETE DISH
ANGLED PARKING AND LINE
V
DRAIN TO EDGE OF WIDENING MAKING
W
MARKING IN ACCORDANCE SMOOTH ON GRADE TRANSITIONS TO
W
WITH AS2890. EXISTING INVERT 0.00
PROVIDE NEW 6.0m WIDE CONCRETE
DRIVEWAY CROSSOVER GENERALLY SW
PROVIDE 'SM3' TYPE KERB TO
W
IN ACCORDANCE WITH IPWEA RS-051 SW
V
ON STREET PARKING AREA SW
W
AS PER NSC STD DWG RS-080 SW
SW
SW
SW
A-3
SW
W
SW
107.321m
V
W
PROVIDE SMOOTH
TRANSITION TO EXISTING
KERB 107.623m
W
107.815m S
SW
107.5
W
S
V
PROVIDE KERB RAMP AS 108.081m S
107.409m
S V
108.174m
PER NSC STD DWG SD:9006. S V
S
107.603m
V
S
W
S
V
V
SW
W
S
V
S V
S V
107.864m S
5
V
.0
0m
V
108.016m
10.00
107.
8
5.4
W
10
V
108.173m V
SW
W
108.332m
V
V
V
S
V
V 6.00
108.623 5 . 107.906m V
107.663m W
W
2.
08 107.994m V W
108.224m 107.723m
SW
1 W
W
60 V
V W
108.380m
W
2.0m WIDE CONCRETE FOOTPATH W
107.901m
V
V
W
S
FOR LENGTH OF STREET FRONTAGE. V
REFER NSC STD DWG RS-065 FOR 108.546m W
107.750m
108.165m
V
V W
DETAIL. W
107.812m
SW
W
W
V
V
108.528m W
107.746m PROVIDE WHEELSTOPS TO PARKS
W
W
108.010m
2.0m
IN ACCORDANCE WITH AS2890.1
S
W
V
107.799m
2.40
W
108.775m W 108.5
W
107.731m
V
W
SW
2.60
V W
107.991m
W
109.0
W
S
V
2.40
V
SW
V
20.00
W
2.60
S
V
6.00
2.60
STAFF
109.0
A-2
V
SW
107.686m
109.0
107.871m
W
PROVIDE 45° ANGLE
2.40
S
PARKING FRONT IN SIGNAGE
AT BOTH ENDS.
2.60
STAFF
108.0
FALL DRIVEWAY TOWARDS
SW
BIOGARDEN AT NOMINAL 1%
W
S
2.40
LEGEND
109.0
STAFF
2.60
SW
107.643m
S
107.825m
PROPOSED HEAVY DUTY CONCRETE DRIVEWAY
2.40
175mm N32 WITH SL72 MESH AT 50mm TOP COVER 5.0m
NOMINAL 100mm TYPE 2.3 ROAD BASE BELOW
STAFF
SW
2.50
PROPOSED PEDESTRIAN FOOTPATH
108.5
S
MIN 100mm N32 CENTRAL SL72 MESH 30.00
2.40
AS PER NSC STD DWG RS-065
107.613m
PROPOSED ON STREET PARKING 107.5
107.794m 107.667m
SW
40mm AC14 WITH PRIME SEAL
2.40
MIN 250mm TYPE 2.1 BASE COURSE
S
LOCALLY SHAPE DRAINAGE
107.705m EASEMENT WITH MIN 0.5% GRADE
A-1
FROM OVERFLOW CHANNEL TO
PROPOSED BIORETENTION 107.664m PROVIDE FLOW PATH FOR RUNOFF
107.780m 107.705m
SW
33.40
S
PROPOSED STORMWATER DRAINAGE
109.0
PROPOSED FIELD INLET PIT
S
BUNDED BIN ENCLOSURE WITH SUMP
PROPOSED MANHOLE PROVIDE PWD SIGNAGE, LINE MARKING OUTLET TO SEWER TO HYDRAULIC
AND BOLLARD TO SHARED SPACE IN ENGINEERS SPECIFICATION
ACCORDANCE WITH AS2890.6
S
PROPOSED STORMWATER TANK
CONCRETE DISH DRAIN
S
NOTE:
EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN DRAWINGS, ALL
GRATED TRENCH DRAIN
IN-GROUND SERVICES WITHIN THE PROPERTY BOUNDARY INCLUDING BUT NOT
LIMITED TO: STORMWATER DRAINAGE, SEWERAGE, WATER, GAS, ELECTRICAL
S
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
S
S
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED COMMERCIAL DEVELOPMENT
IRONBARK SMSF PTY LTD TITLE: STATUS:
S
48 ELM STREET PROPOSED LAYOUT PLAN FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
02 25/05/23 RFI UPDATE BP BP BP COOROY, 4570, QLD BEN PARRY CONSTRUCTION
75 NOOSA DRIVE RPEQ: 28084
S
01 09/02/23 OPW ISSUE BP JB JB SCALE:
NOOSA HEADS, QLD 4567 CPEng NER MIEAUST
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:100 DATE: 25/05/23
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
010 20220206 A1 02
S
Page 5
C
-
0.00
EARTHWORKS NOTES
1. FOR GENERAL NOTES REFER DWG 002, WHICH IS TO BE REQUESTED AND VIEWED PRIOR TO COMMENCEMENT OF
CONSTRUCTION IF NOT SUPPLIED.
B 0.00
-
2. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 100MM OVER THE EXTENT OF THE WORKS
UNLESS DIRECTED OTHERWISE AND STOCKPILED FOR FUTURE USE AS NON-STRUCTURAL FILL IF REQUIRED, OR
STREET
REMOVE FROM SITE.
PEARL
3. COMPACT THE EXPOSED SUBGRADE OR LOOSE TOP LEVEL MATERIAL TO A MINIMUM 98% STANDARD MAXIMUM
DRY DENSITY TO AS1289 5.1.1. ANY 'SOFT SPOTS' IDENTIFIED BY THE PROOF ROLLING SHALL BE REMOVED AND
REPLACED WITH A COMPACTED IMPORTED GENERAL FILL MATERIAL TO THE ABOVE COMPACTION
REQUIREMENTS.
4. IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND COMPACTED WHERE NECESSARY TO OBTAIN
SUBGRADE/PLATFORM LEVEL. IMPORTED GENERAL FILL MATERIAL SHALL BE CLEAN GRADED MATERIAL FREE OF
ORGANIC MATTER AND STONES GREATER THAN 150mm AND CAPABLE OF BEING COMPACTED INTO COHERENT
FILLING TO THE SPECIFIED STANDARD. THE MATERIAL SHALL HAVE A LINEAR SHRINKAGE NOT GREATER THAN 8%
AND A MINIMUM C.B.R. OF 10%.
5. ANY PROPOSED RETAINING WALL WORKS MUST BE WHOLLY WITHIN THE PROPERTY BOUNDARY OF THE SUBJECT
SITE, INCLUDING REAR OF RETAINING WALL DRAINAGE INFRASTRUCTURE FOR RETAINING WALLS IN CUT/
10.00 CUT/FILL DEPTH RANGE
Lower_value Upper_value Colour 6. ALL RETAINING WALL GREATER THAN 1M TO BE STRUCTURALLY DESIGNED WITH CONSTRUCTION CERTIFICATION
BY MANUFACTURER / INSTALLER.
-0.9 to -1.0 M
10.00 7. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 1' SOIL ENGINEERING SUPERVISION IN
-0.8 to -0.9 M ACCORDANCE WITH APPENDIX B OF AS 3798. THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL
PROVIDE CERTIFICATION THAT ALL GENERAL EARTHWORKS OPERATIONS HAVE BEEN CARRIED OUT IN
ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS AND THE CONTROLLED FILL IS SUITABLE FOR PURPOSE
-0.7 to -0.8 M
WITH A MINIMUM 150KPA BEARING CAPACITY UNDER THE PLATFORM/STRUCTURES.
-0.6 to -0.7 M
8. ALL EARTHWORKS FILL AND EXCAVATED AREAS SHALL BE COMPACTED TO 98% STANDARD MAXIMUM DRY
DENSITY (AS 1289 5.1.1) IN LAYERS NOT EXCEEDING 150MM COMPACTED THICKNESS.
-0.5 to -0.6 M
9. THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL PROVIDE CERTIFICATION THAT ALL GENERAL
-0.4 to -0.5 M EARTHWORKS OPERATIONS HAVE BEEN CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS.
-0.3 to -0.4 M 10. CONTRACTOR TO UNDERTAKE ALL EARTHWORKS TESTING TO COMPLY WITH THE PROJECT SPECIFICATION AND
LOCAL AUTHORITY REQUIREMENTS.
-0.2 to -0.3 M
11. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN ACCORDANCE WITH LANDSCAPE
DRAWINGS WHERE AVAILABLE.
45.63
-0.1 to -0.2 M
20.00 0. to -0.1 M
12. FINISHED EARTHWORKS SURFACES TO BE STABILISED
13. ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE CONTENT.
0. to 0.1 M
20.00 14. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING.
ELM
0.1 to 0.2 M
15. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH ALL APPROVED MANAGEMENT PLANS.
40.00
A 0.2 to 0.3 M
- 16. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS OR RETAINING WALLS (TEMPORARY OR
0.3 to 0.4 M PERMANENT) AS PER RELEVANT AUSTRALIAN STANDARDS AND LEGISLATION.
30.00
0.4 to 0.5 M 17. 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
20.00
COVER OR ENCLOSE STOCKPILES WHERE REASONABLY PRACTICAL TO RESTRICT DUST MOVEMENT.
0.5 to 0.6 M
0.00
18. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS DRAWING, THE CONTRACTOR IS TO
0.6 to 0.7 M
10.00
NOTIFY RECOR AND RECEIVE WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE.
STREET
0.7 to 0.8 M 19. ALL BATTERS TO BE KEYED/STEPPED INTO EXISTING MATERIAL AS DIRECTED BY GEOTECHNICAL ENGINEER.
CONTRACTOR TO ALLOW FOR ALL KEYING/STEPPING AS REQUIRED.
0.8 to 0.9 M
A
30.00 0.9 to 1.0 M
20. ALL TEMPORARY AND FINAL BATTER SLOPES ARE TO BE INSPECTED AND APPROVED BY GEOTECHNICAL
ENGINEER. CERTIFICATION OF LONG TERM STABILITY TO BE PROVIDED BY GEOTECHNICAL ENGINEER PRIOR TO
- PRACTICAL COMPLETION.
1.0 to 1.1 M
30.00 21. CONTRACTOR'S RPEQ GEOTECHNICAL ENGINEER IS TO CONFIRM THAT ALL CONSTRUCTED CUT/FILL BATTERS
AND RETAINING STRUCTURES ON THE SITE HAVE ACHIEVED ADEQUATE STABILITY WITH A LONG-TERM FACTOR OF
1.1 to 1.2 M SAFETY GREATER THAN OR EQUAL TO 1.5 AGAINST GEOTECHNICAL FAILURES.
33.40 1.2 to 1.3 M 22. IT IS RECOMMENDED THAT THE GEOTECHNICAL CONSULTANT BE CONTACTED TO CONFIRM THE SOIL CONDITIONS
PRIOR TO EARTHWORKS COMMENCING.
C
-
33.42 EARTHWORKS VOLUMES
EARTHWORKS VOLUMES FROM
B EXISTING SURFACE TO DESIGN
-
SURFACE
CUT = -51.872m³
FILL = 266.445m³
BALANCE = 214.573m³
NOTE:
EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN
DRAWINGS, ALL IN-GROUND SERVICES WITHIN THE PROPERTY
BOUNDARY INCLUDING BUT NOT LIMITED TO: STORMWATER
DRAINAGE, SEWERAGE, WATER, GAS, ELECTRICAL 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
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED COMMERCIAL DEVELOPMENT
IRONBARK SMSF PTY LTD TITLE: STATUS:
48 ELM STREET BULK EARTHWORKS FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
02 25/05/23 RFI UPDATE BP BP BP COOROY, 4570, QLD BEN PARRY LAYOUT PLAN CONSTRUCTION
75 NOOSA DRIVE RPEQ: 28084
01 09/02/23 OPW ISSUE BP JB JB SCALE:
NOOSA HEADS, QLD 4567 CPEng NER MIEAUST
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:100 DATE: 25/05/23
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
020 20220206 A1 02
Page 6
BUILDING PAD CARPARK 6m AISLE CARPARK
FFL 109.100
1%
A BULK EARTHWORKS
020 SECTION SCALE H 1:100 V 1:50
ON STREET
PARKING VERGE BUILDING PAD
2m FOOTPATH FFL 109.100
2.5% 0%
3.6%
3%
B BULK EARTHWORKS
020 SECTION SCALE H 1:100 V 1:50
DRIVEWAY CARPARK
5.1% 0% -0.9%
2.5%
4.1%
12.5%
C BULK EARTHWORKS
020 SECTION SCALE H 1:100 V 1:50
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED COMMERCIAL DEVELOPMENT
IRONBARK SMSF PTY LTD TITLE: STATUS:
48 ELM STREET EARTHWORKS FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
02 25/05/23 RFI UPDATE BP BP BP COOROY, 4570, QLD BEN PARRY LONGITUDINAL SECTIONS CONSTRUCTION
75 NOOSA DRIVE RPEQ: 28084
01 09/02/23 OPW ISSUE BP JB JB SCALE:
NOOSA HEADS, QLD 4567 CPEng NER MIEAUST
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
AS INDICATED DATE: 25/05/23
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
021 20220206 A1 02
Page 7
SEDIMENT RELEASE GUIDELINES RUN-OFF FROM THE IMMINENT RAINFALL AND ADDITIONAL CONTROL MEASURES AS DEEMED SUPERINTENDENT FOR THE LOCATION OF THE SITE
RUN-OFF. NECESSARY THROUGHOUT CONSTRUCTION. ACCESS POINT AND WASH DOWN AREA WHICH ARE TO
SEDIMENT AND EROSION CONTROL: 1. ALL RELEASES OF STORMWATER CAPTURED ONSITE, 2.3. ALL REASONABLE AND PRACTICABLE STEPS HAVE 3. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION
CONTRACTOR TO ALLOW FOR PROVISION OF ALL UNLESS OTHERWISE NOTED IN THIS STANDARD, MUST BEEN TAKEN TO TREAT THE WATER WITHIN SEDIMENT CONTROL DEVICES IN A FUNCTIONAL PERIOD.
REQUIRED SEDIMENT AND EROSION CONTROL NOT EXCEED THE FOLLOWING LIMITS: BEST-PRACTICE TIME FRAMES; ORDER AND REPLACE ALL BLOCKED SEDIMENT 8. IF SEDIMENT AND EROSION CONTROL DEVICES HAVE
DEVICES IN ACCORDANCE WITH IECA AND COUNCIL 1.1. 50mg/L OF TOTAL SUSPENDED SOLIDS (TSS) AS A 2.4. FLOCCULENT HAS BEEN APPROPRIATELY APPLIED DEVICES AS REQUIRED UNTIL SUCCESSFUL OFF BEEN FOUND TO BE DIFFERENT OR FAILED IN SERVICE,
POLICIES AND GUIDELINES MAXIMUM CONCENTRATION; AND THE CONCENTRATION OF TSS IN THE MAINTENANCE OF WORKS. CORRECTIVE ACTION IS TO BE UNDERTAKEN
1.2. TURBIDITY (NTU) VALUE LESS THAN 10% ABOVE CAPTURED WATER HAS ALREADY SIGNIFICANTLY 4. CONSTRUCTION OF ALL SEDIMENT MANAGEMENT IMMEDIATELY WHICH MAY INCLUDE AMENDMENTS'
BACKGROUND; DECREASED. DEVICES TO THE SATISFACTION OF THE ADDITIONS TO THE ORIGINAL APPROVED EROSION
1.3. pH VALUE MUST BE IN THE RANGE 6.5 TO 8.5 3. FOR ALL OTHER STORMWATER RELEASES, FLOWS AND SUPERINTENDENT. SHALL BE COMPLETED AND CONTROL PLANS. SUCH AMENDMENTS ARE TO BE
EXCEPT WHERE, AND TO THE EXTENT THAT, THE DISCHARGES FROM THE SITE, THE RELEASE LIMIT EFFECTIVE PRIOR TO: APPROVED BY SUPERINTENDENT, IF DEEMED
LEGEND NATURAL RECEIVING WATERS LIE OUTSIDE THIS PRESCRIBED IN (1a) ABOVE MUST NOT BE EXCEEDED a. STRIPPING OF TOPSOIL AND GRASS. NECESSARY AND RELEVANT.
RANGE. UNLESS THE DEVELOPMENT IS IN FULL COMPLIANCE b. BULK EARTHWORKS TO THE SITE. 9. OVERALL
2. THE CONCENTRATION OF TSS RELEASED BY WITH THIS STANDARD. c. SERVICES INSTALLATION. a. TEMPORARY DRAINAGE CONTROL FLOWS SHOULD
|S| SEDIMENT FENCE
DEWATERING MAY ONLY EXCEED 50mg/L WHERE IT d. PAVEMENT CONSTRUCTION BE DIVERTED AROUND THE WORK SITE WHERE
CAN BE DEMONSTRATED AND SUPPORTED THROUGH SEDIMENT CONTROL 5. ALL SEDIMENT MANAGEMENT MEASURES ARE TO POSSIBLE.
CONSTRUCTION ENTRY
DOCUMENTATION THAT: REMAIN IN PLACE UNTIL INSTRUCTION IS RECEIVED IN b. ALL DRAINAGE, EROSION AND SEDIMENT
1. ALL SEDIMENT AND EROSION CONTROL MEASURES TO WRITING FROM THE SUPERINTENDENT TO REMOVE CONTROLS TO BE INSTALLED AND BE
2.1. FURTHER SIGNIFICANT RAINFALL IS FORECAST TO
BE IN ACCORDANCE WITH INTERNATIONAL EROSION ALL OR PART OF THE SILT CONTROL APPLICATIONS. OPERATIONAL BEFORE COMMENCING UP-SLOPE
OCCUR BEFORE THE TSS CONCENTRATION IS
INLET PIT SEDIMENT FILTER CONTROL ASSOCIATION (IECA) AUSTRALIA GUIDELINES 6. THE BULK EARTHWORKS AND SEDIMENT CONTROL EARTHWORKS.
LIKELY TO BE REDUCED TO 50mg/L;
AND THE SPECIFICATIONS. LAYOUT PLAN SHALL BE READ IN CONJUNCTION WITH c. IN AREAS WHERE RUNOFF TURBIDITY IS TO BE
2.2. RELEASING A HIGHER CONCENTRATION OF TOTAL
2. SEDIMENT AND EROSION CONTROL DETAILS SHOWN THE APPROVED DRAWINGS. CONTROLLED, EXPOSED SURFACES TO BE EITHER
SUSPENDED SOLIDS WILL RESULT IN A BETTER
ARE MINIMUM REQUIREMENTS. IT IS THE 7. PRIOR TO COMMENCEMENT OF CONSTRUCTION MULCHED, COVERED WITH EROSION CONTROL
ENVIRONMENTAL OUTCOME BY PROVIDING
CONTRACTORS RESPONSIBILITY TO INSTALL APPROVAL IS TO BE OBTAINED FROM THE BLANKETS OR TURFED IF EARTHWORKS ARE
STORAGE FOR THE CAPTURE AND TREATMENT OF
EXPECTED TO BE DELAYED FOR MORE THAN 14
PEARL
DAYS.
STREET SEDIMENT FENCE
10. FOR SEDIMENT FENCE STANDARD DETAIL AND
SPECIFICATION REFER TO INTERNATIONAL EROSION
108 107 CONTROL ASSOCIATION AUSTRALASIA (IECA) BEST
107 PRACTICES STANDARD DRAWINGS SF-01 AND SF-02
SEDIMENT FENCE.
D D D
TEMPORARY CONSTRUCTION ENTRY/EXIT
11. FOR CONSTRUCTION ENTRY / EXIT STANDARD DETAIL
AND SPECIFICATION REFER TO INTERNATIONAL
D
EROSION CONTROL ASSOCIATION AUSTRALASIA (IECA)
BEST PRACTICES STANDARD DRAWINGS EXIT-01 AND
D
EXIT-02 CONSTRUCTION EXIT - ROCK PAD
(CONSTRUCTION SITES ONLY), EXIT-03 - ROCK PADS
D
FOR BUILDING SITES AND EXIT-04 AND EXIT-05
CONSTRUCTION EXIT - VIBRATION GRID.
D
KERB INLET
12. FOR KERB INLET STANDARD DETAIL AND
D
SPECIFICATION REFER TO INTERNATIONAL EROSION
CONTROL ASSOCIATION AUSTRALASIA (IECA) BEST
D
PRACTICES STANDARD DRAWING ESC-03 KERB INLET
SEDIMENT TRAPS
D
|S| |S| |S| |S| |S| |S| |S| |S| |S| |S| |S| |S| |S| REVEGETATION
9
9
D
13. FOR REVEGETATION STANDARD SPECIFICATION
0
0
ELM
1
REFER TO INTERNATIONAL EROSION CONTROL
1
|S|
ASSOCIATION AUSTRALASIA (IECA) BEST PRACTICES
D
STANDARD DRAWING R-01 REVEGETATION GENERAL.
D
FIELD INLET
|S|
14. FOR FIELD INLET STANDARD DETAIL AND
D
SPECIFICATION REFER TO INTERNATIONAL EROSION
CONTROL ASSOCIATION AUSTRALASIA (IECA) BEST
D
PRACTICES STANDARD DRAWING ESC-02 GRATED
|S|
STORMWATER (FIELD) INLET SEDIMENT TRAP.
STREET
D
OPERATION AND MAINTENANCE
15. IN ACCORDANCE WITH NC ESC GUIDELINES, ALL ESC
D
|S|
MEASURES SHALL BE INSPECTED:
· AT LEAST DAILY (WHEN WORK IS OCCURRING ON
D
SITE) OR WEEKLY (WHEN WORK IS NOT OCCURRING
ON SITE)
|S|
D
· WITHIN 24 HOURS OF EXPECTED RAIN; AND
· WITHIN 18 HOURS OF A RAINFALL EVENT (I.E. AN
EVENT OF SUFFICIENT INTENSITY AND DURATION TO
D
MOBILISE SEDIMENT ON SITE).
|S|
17. IN ACCORDANCE WITH NC ESC GUIDELINES,
D
MAINTENANCE OF ESC MEASURES SHALL OCCUR IN
ACCORDANCE WITH THE FOLLOWING TABLE:
D
MAINTENANCE SCHEDULE
|S|
TIMEFRAME FOR COMPLETION
D
ESC MEASURES MAINTENANCE TRIGGER
OF MAINTENANCE
WHEN SETTLED SEDIMENT
D
SEDIMENT BASIN WITHIN 7 DAYS OF THE
EXCEEDS THE VOLUME OF THE
(WHERE UTILISED)
|S|
INSPECTION
SEDIMENT STORAGE ZONE
109
D
OTHER ESC 1/3 OF THE CAPACITY OF ESC
|S| |S| |S| |S| |S| |S| |S| BY THE END OF THE DAY
MEASURES MEASURES IS EXCEEDED
108 REPORTING
D
18. CONTRACTOR IS TO PROVIDE AN UPDATED PROGRAM
OF ESC MAINTENANCE AND CONTROL OF ALL STAGES
D
OF WORK FOR APPROVAL BY THE SUPERINTENDENT.
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED COMMERCIAL DEVELOPMENT
IRONBARK SMSF PTY LTD TITLE: STATUS:
48 ELM STREET EROSION AND SEDIMENT FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
02 25/05/23 RFI UPDATE BP BP BP COOROY, 4570, QLD BEN PARRY CONTROL LAYOUT PLAN CONSTRUCTION
75 NOOSA DRIVE RPEQ: 28084
01 09/02/23 OPW ISSUE BP JB JB SCALE:
NOOSA HEADS, QLD 4567 CPEng NER MIEAUST
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
AS INDICATED DATE: 25/05/23
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
030 20220206 A1 02
Page 8
1 METER MAX. STAR PICKETS
PROVIDE WASH WATER FOR DROP INLET
TIMBER SLEEPER OR METAL WITH GRATE
TRUCKS EXITING SITE
GRID 100mm HIGH AND
500 - 600mm
MIN LENG WIRE OR STEEL MESH
SPACED AT 300mm CTS (14 GAUGE x 150mm WRAP FILTER
TH 10m OPENINGS) WHERE GEOTEXTILE CLOTH OVER GRATE
BERM 300 HIGH MIN
CONSTRUCTION SITE IS NOT SELF-SUPPORTING
WOVEN GEOTEXTILE 1.5m STAR
EXISTING ROADWAY PICKETS
AT MAX. 2.5m CENTRES
GEOTEXTILE FABRIC STAR PICKET SELF-SUPPORTING
FITTED WITH GEOTEXTILE
50-75mm GRAVEL BED SAFETY CAP
MIN 200mm THICK DIR ECTION OF FLOW
RUNOFF FROM PAD DIRECTED SANDBAGS WOVEN GEOTEXTILE
TO SEDIMENT TRAP
RUNOFF WRAP FILTER
RUNOFF ON SOIL, 150mm x 100mm
TEMPORARY CONSTRUCTION VEHICLE EXIT WATER WITH CLOTH OVER GRATE
FLOW
WATER WITH TRENCH WITH
SCALE: N.T.S. WATERWAY SEDIMENT
SEDIMENT COMPACTED BACKFILL
AND ON ROCK, SET INTO
SURFACE CONCRETE
600mm MIN.
EXCAVATION
FILTERED SECTION DETAIL
FILTERED
WATER WATER
GEOTEXTILE
EARTH BANK EMBEDDED 150mm
MIN. 1.5m
INTO GROUND 20m MAX.
FOR DROP INLETS AT NON-SAG POINTS, GEOTEXTILE INLET FILTER TYPE B FLOW
SANDBAGS, EARTH BANK OR EXCAVATION SCALE N.T.S
USED TO CREATE ARTIFICIAL SAG POINT STAR PICKETS AT
MAX. 2.5m SPACINGS
GEOTEXTILE INLET FILTER CONSTRUCTION NOTES: TYPICAL
1. FABRICATE A SEDIMENT BARRIER MADE FROM GEOTEXTILE OR STRAW BALES.
2. PICKET SPACING TO BE A MAXIMUM 1.0m CENTRES. PLAN
3. IN WATERWAYS, ARTIFICIAL SAG POINTS CAN BE CREATED WITH SANDBAGS
OR EARTH BANKS AS SHOWN IN THE DRAWING.
4. DO NOT COVER THE INLET WITH GEOTEXTILES UNLESS THE DESIGN IS
DISTURBED DIRECTION 1.5m STAR PICKETS
ADEQUATE TO ALLOW FOR ALL WATERS TO BYPASS IT.
AREA OF FLOW AT MAX. 2.5m
GEOTEXTILE INLET FILTER A CENTRES
SCALE N.T.S
TIMBER SPACER KERB-SIDE
TO SUIT INLET
UNDISTURBED
AREAS
GRAVEL-FILLED WIRE
MESH OR GEOTEXTILE
"SAUSAGE"
OVERFLOW TIMBER SPACER
RUNOFF GRADIENT OF
WATER WITH TO SUIT CAN BE CONSTRUCTED ALL BATTER
DRAIN 1% TO 5%
SEDIMENT WITH OR WITHOUT GRADES 2(H):1(V)
CHANNEL SEDIMENT FENCE CONSTRUCTION NOTES:
MAX. STABILISE STOCKPILE SURFACE
DIRECTION O 1. CONSTRUCT SEDIMENT FENCES AS CLOSE AS POSSIBLE TO BEING PARALLEL
F FLOW EARTH BANK 2:1 TO THE CONTOURS OF THE SITE, BUT WITH SMALL RETURNS AS SHOWN IN THE
300mm MIN.
)
SEDIMENT ( M AX. SLO DRAWING TO LIMIT THE CATCHMENT AREA OF ANY ONE SECTION. THE
E PE
FILTERED WATER
FLOW SLOP (MA CATCHMENT AREA SHOULD BE SMALL ENOUGH TO LIMIT WATER FLOW IF
GRAVEL-FILLED WIRE 2: 1 X.)
CONCENTRATED AT ONE POINT TO 50 LITRES PER SECOND IN THE DESIGN
MESH OR GEOTEXTILE STORM EVENT, USUALLY THE 10-YEAR EVENT.
2m MIN
150mm MIN
"SAUSAGE"
MESH & GRAVEL INLET FILTER CONSTRUCTION NOTES: NOTE: ONLY TO BE USED AS TEMPORARY SEDIMENT FENCE 2. CUT A 150mm DEEP TRENCH ALONG THE UPSLOPE LINE OF THE FENCE FOR
1. INSTALL FILTERS TO KERB INLETS ONLY AT SAG POINTS. BANK WHERE MAXIMUM UPSLOPE LENGTH THE BOTTOM OF THE FABRIC TO BE ENTRENCHED.
IS 80 METRES.
STOCKPILE CONSTRUCTION NOTES: 3. DRIVE 1.5m LONG STAR PICKETS INTO GROUND AT 2.5m INTERVALS (MAX.) AT
2. FABRICATE A SLEEVE MADE FROM GEOTEXTILE OR WIRE MESH LONGER THAN DIVERSION DRAIN CONSTRUCTION NOTES:
THE LENGTH OF THE INLET PIT AND FILL IT WITH 25mm TO 50mm GRAVEL. 1. PLACE STOCKPILES MORE THAN 2 (PREFERABLY 5) METRES FROM EXISTING THE DOWNSLOPE EDGE OF THE TRENCH. ENSURE ANY STAR PICKETS ARE
1. BUILD WITH GRADIENTS BETWEEN 1% AND 5%.
VEGETATION, CONCENTRATED WATER FLOW, ROADS AND HAZARD AREAS. FITTED WITH SAFETY CAPS.
3. FORM AN ELLIPTICAL CROSS-SECTION ABOUT 150mm HIGH x 400mm WIDE. 2. AVOID REMOVING TREES AND SHRUBS IF POSSIBLE - WORK AROUND THEM.
2. CONSTRUCT ON THE CONTOUR AS LOW, FLAT, ELONGATED MOUNDS. 4. FIX SELF-SUPPORTING GEOTEXTILE TO THE UPSLOPE SIDE OF THE POSTS
4. PLACE THE FILTER AT THE OPENING LEAVING AT LEAST A 100mm SPACE ENSURING IT GOES TO THE BASE OF THE TRENCH. FIX THE GEOTEXTILE WITH
3. ENSURE THE STRUCTURES ARE FREE OF PROJECTIONS OR OTHER
BETWEEN IT AND THE KERB INLET. MAINTAIN THE OPENING WITH SPACER 3. WHERE THERE IS SUFFICIENT AREA, TOPSOIL STOCKPILES SHALL BE LESS WIRE TIES OR AS RECOMMENDED BY THE MANUFACTURER. ONLY USE
IRREGULARITIES THAT COULD IMPEDE WATER FLOW.
BLOCKS. THAN 2 METRES IN HEIGHT. GEOTEXTILE SPECIFICALLY PRODUCED FOR SEDIMENT FENCING. THE USE OF
4. BUILD THE DRAINS WITH CIRCULAR, PARABOLIC OR TRAPEZOIDAL SHADE CLOTH FOR THIS PURPOSE IS NOT SATISFACTORY.
5. FORM A SEAL WITH THE KERB TO PREVENT SEDIMENT BYPASSING THE FILTER. 4. WHERE THEY ARE TO BE PLACE FOR MORE THAN 10 DAYS, STABILISE
CROSS-SECTIONS, NOT "V" SHAPED.
FOLLOWING THE APPROVED ESCP OR SWMP TO REDUCE THE C-FACTOR TO 5. JOIN SECTIONS OF FABRIC AT A SUPPORT POST WITH A 150mm OVERLAP.
6. SANDBAGS FILLED WITH GRAVEL CAN SUBSTITUTE FOR THE MESH OR LESS THAN 0.10.
5. ENSURE BANKS ARE PROPERLY COMPACTED TO PREVENT FAILURE.
GEOTEXTILE PROVIDING THEY ARE PLACED SO THAT THEY CAN FIRMLY ABUT 6. BACKFILL THE TRENCH OVER THE BASE OF THE FABRIC AND COMPACT IT
EACH OTHER AND SEDIMENT-LADEN WATERS CANNOT PASS BETWEEN. 5. CONSTRUCT EARTH BANKS ON THE UPSLOPE SIDE TO DIVERT WATER AROUND THOROUGHLY OVER THE GEOTEXTILE.
6. COMPLETE PERMANENT OR TEMPORARY STABILISATION WITHIN 10 DAYS OF
STOCKPILES AND SEDIMENT FENCES 1 TO 2 METRES DOWNSLOPE.
CONSTRUCTION.
MESH & GRAVEL INLET FILTER DIVERSION DRAIN STOCKPILES SEDIMENT FENCE
SCALE N.T.S SCALE N.T.S SCALE N.T.S SCALE: N.T.S.
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED COMMERCIAL DEVELOPMENT
IRONBARK SMSF PTY LTD TITLE: STATUS:
48 ELM STREET EROSION AND SEDIMENT FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
02 25/05/23 RFI UPDATE BP BP BP COOROY, 4570, QLD BEN PARRY CONTROL DETAILS CONSTRUCTION
75 NOOSA DRIVE RPEQ: 28084
01 09/02/23 OPW ISSUE BP JB JB SCALE:
NOOSA HEADS, QLD 4567 CPEng NER MIEAUST
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
AS INDICATED DATE: 25/05/23
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
031 20220206 A1 02
The text continues on page 9.