Original source · versioned page text
20220214-Cv
RESIDENTIAL SUBDIVISION DEVELOPMENT 12 WYANDRA STREET, NOOSA HEADS QLD 4567 Lot 43 ON SP139777 CIVIL WORKS DRAWING SCHEDULE DRAWING NUMBER DRAWING TITLE 001 COVER SHEET & LOCALITY PLAN 002 GENERAL NOTES Lot 43 on RP139776 003 EXISTING SITE SERVICES AND DEMOLITION LAYOUT PLAN (12 Wyandra Street) 010 ROADS LAYOUT PLAN 020 BULK EARTHWORKS LAYOUT PLAN 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 060 VEHICLE SWEPT PATHS LAYOUT - 1 OF 2 061 VEHICLE SWEPT PATHS LAYOUT - 2 OF 2 LOCALITY PLAN NOT TO SCALE CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME: PROPOSED RESIDENTIAL DUPLEX MOLTI INVESTMENTS PTY LTD TITLE: STATUS: 12 WYANDRA STREET COVER SHEET AND FOR APPROVAL - NOT FOR © ABN 89 647 469 707 NOOSA HEADS, QLD, 4567 BEN PARRY LOCALITY PLAN CONSTRUCTION 75 NOOSA DRIVE RPEQ: 28084 01 16/09/2022 ISSUED FOR APPROVAL JC MVP BP SCALE: NOOSA HEADS, QLD 4567 CPEng +61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP N.T.S DATE: 16/09/2022 DRAWING NUMBER: PROJECT NUMBER: SHEET REV: SIZE: RECORCONSULTING.COM REVISIONS DO NOT SCALE, IF IN DOUBT ASK 001 20220214 A1 01
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
Large file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.
Full text of pages 2 to 9 (of 12)
Page 2
GENERAL NOTES COMPLETELY REMOVED AND BACKFILLED TO LEVEL 1 SUPERVISION. INSPECTIONS:
CONTRACTOR TO ALLOW TO MULCH ALL CLEARED VEGETATION AND
1. ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN. THE FOLLOWING INSPECTIONS MUST BE COMPLETED BY RECOR ENGINEERS
STOCKPILE ON SITE OR REMOVE FROM SITE AS DIRECTED.
BEFORE ENGINEERING CERTIFICATION WILL BE ISSUED. THE CONTRACTOR IS
2. ALL SETOUT ON SITE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 18. DRAWINGS TO BE READ IN CONJUNCTION WITH ARCHITECT, SURVEYOR, TO PROVIDE A MINIMUM OF 72 HOURS NOTICE TO RECOR FOR REQUIRED
CONTRACTOR TO ALLOW FOR ALL MEANS NECESSARY TO ACCURATELY HYDRAULICS, ETC. CONSULTANT AND CONTRACTOR DRAWINGS. INSPECTIONS. SHOULD THE
SETOUT THE WORKS.
19. CONTRACTOR TO PREPARE AND HAVE APPROVED BY RELEVANT CONTRACTOR FAIL TO REQUEST AN INSPECTION, THE CONTRACTOR WILL BE
3. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT AUTHORITY: ROAD OPENING PERMIT AND TRAFFIC MANAGEMENT PLAN RESPONSIBLE FOR ALL COSTS TO ALLOW FOR THE WORKS TO BE INSPECTED
SPECIFICATIONS AND WHERE FURTHER DETAILS ARE REQUIRED THE FOR ALL WORKS WITHIN COUNCIL ROAD RESERVES. CONTRACTOR TO TO THE SATISFACTION OF RECOR. ANY INSPECTIONS THAT FAIL ARE TO BE
CONTRACTOR SHALL REFER TO NOOSA SHIRE COUNCIL DEVELOPMENT ALLOW FOR ALL COSTS ASSOCIATED WITH IMPLEMENTATION OF THE RE-INSPECTED WITH ALL REINSPECTION COSTS TO BE PAID BY THE
GUIDELINES, LOCAL WATER AUTHORITY GUIDELINES, ASSOCIATED TMP. CONTRACTOR.
STANDARD DRAWINGS AND SPECIFICATIONS U.N.O.
20. ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH ALL LOCAL a. PRESTART
3. SHOULD ANY OF THE CONSTRUCTED WORKS BE CONSTRUCTED OUTSIDE AUTHORITY APPROVALS RECEIVED FOR THE PROJECT AND IN
OF THE TOLERANCES SPECIFIED WITHIN THE PROJECT SPECIFICATION b. EARTHWORKS - FINAL STRIPPING OF TOPSOIL, INSTALLATION OF
ACCORDANCE WITH OPW APPROVALS BY COUNCIL.
AND LOCAL AUTHORITY REQUIREMENTS, THE CONTRACTOR WILL SEDIMENT AND EROSION CONTROL MEASURES UNSUITABLE GROUND
RECTIFY AT THEIR COST INCLUSIVE OF ANY ADDITIONAL COSTS 21. NO WORKS ARE TO BE UNDERTAKEN ON LAND OUTSIDE OF THE SITE
c. SIDE AND CUT OFF DRAINS
INCURRED BY RECOR. BOUNDARY WITHOUT FORMAL APPROVAL BY THE OWNER/CUSTODIAN OF
THAT LAND INCLUDING BUT NOT LIMITED TO PRIVATE PROPERTY, ROAD d. STORMWATER PIPE LAID ON BEDDING PRIOR TO BACKFILL
4. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS RESERVE, PARKS/OPENSPACE, EASEMENTS.
SUCH THEIR ACCURACY CANNOT BE GUARANTEED. NO RESPONSIBILITY e. STORMWATER TRENCH BACKFILLED PRIOR TO PAVEMENT PLACEMENT
IS TAKEN BY RECOR OR THE PRINCIPAL FOR THE ACCURACY AND 22. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF CONSTRUCTION f. STORMWATER STRUCTURE BASE SLABS
COMPLETENESS OF THIS INFORMATION. IT IS THE RESPONSIBILITY OF DRAWINGS AND APPROVALS ON SITE AT ALL TIMES.
g. PAVEMENT SUBGRADE
THE CONTRACTOR TO ACCURATELY ESTABLISH THE LOCATION AND 23. ALL WATER AND SEWER RETICULATION WORKS TO BE CONSTRUCTED IN
LEVEL OF ALL EXISTING SERVICES PRIOR THE COMMENCEMENT OF ANY ACCORDANCE WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN h. PAVEMENT REINFORCING
WORKS. ANY DISCREPANCIES SHALL BE REPORTED TO THE AND CONSTRUCTION CODE (2013). i. PAVEMENT PRIOR TO SEALING (PRESEAL)
SUPERINTENDENT. CONTRACTOR TO LOCATE AND PROTECT SERVICES
AS REQUIRED DURING PROPOSED WORKS. j. RETAINING WALL FOOTING REINFORCING
STANDARD SIGNS AND LINE MARKING NOTES k. RETAINING WALL BLOCKWORK PRIOR TO CORE FILL
5. THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND
SURVEY ALL CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS 1. GENERAL l. STEEL REINFORCEMENT OF CONCRETE STRUCTURES
SHOWN ON THE DRAWINGS INCLUDING ANY POTENTIAL EXISTING 1.1. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH
SERVICES CLASHES PRIOR TO COMMENCEMENT OF CIVIL WORKS. THE QUEENSLAND TRANSPORT MANUAL OF UNIFORM TRAFFIC m. PRACTICAL COMPLETION
CONTRACTOR TO IMMEDIATELY REPORT ANY DISCREPANCIES TO RECOR CONTROL DEVICES (CURRENT EDITION). n. ON MAINTENANCE
AND AWAIT FORMAL DIRECTION PRIOR TO COMMENCING CIVIL WORKS. 2. SIGNS
o. OFF MAINTENANCE
6. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS 2.1. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2007 UNLESS
SHALL BE RESTORED TO ORIGINAL LEVEL, INCLUDING KERBS, NOTED OTHERWISE. p. ANY OTHER INSPECTION AS SPECIFIED BY LOCAL COUNCIL (REFER
FOOTPATHS, CONCRETE AREAS, GRAVEL AREAS, GRASSED AREAS AND 2.2. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO DEVELOPMENT APPROVAL)
ROAD PAVEMENTS. EDGE OF SIGN: LOCATION CLEARANCE NO KERB 600 BEHIND GUIDE
POSTS BARRIER KERB 300 FROM FACE MOUNTABLE KERB 500 FROM
7. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO
FACE OF KERB.
AUTHORITY/COUNCIL'S INFRASTRUCTURE. SUCH REPAIR OR
REINSTATEMENT TO BE CARRIED OUT IMMEDIATELY TO THE 2.3. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING
SATISFACTION OF INFRASTRUCTURE OWNER/MANAGER / TRAFFIC AT 45° TO KERB OR CARRIAGEWAY EDGE. ALL OTHER SIGNS
AUTHORITY/COUNCIL. TO BE TURNED AWAY BY 5° FROM THE NORMAL TO APPROACHING
HEADLIGHT.
8. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL 3. SIGN SUPPORTS
WORKPLACE HEALTH AND SAFETY REQUIREMENTS.
3.1. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS
9. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE TO BE IN WHERE THEY ARE IN A PAVED SURFACE.
CLOSE PROXIMITY TO NEIGHBOURING LOT BOUNDARIES OR 4. LINEMARKING
INFRASTRUCTURE, CONTRACTOR TO ALLOW IN SCOPE OF WORKS TO 4.1. REDUNDANT LINEMARKING IS TO BE GROUND OFF.
PROVIDE ALL MEASURES NECESSARY TO ENSURE THE INTEGRITY OF 4.2. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE.
EXISTING BOUNDARIES AND INFRASTRUCTURE. THIS MAY INCLUDE THE
USE OF LOW VIBRATION EQUIPMENT, TRENCH SHORING ETC AS
REQUIRED. JOINTING NOTES
10. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON
THESE DRAWINGS, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE
1. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE
WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE. REQUIREMENTS OF AS3727.1:2016.
2. SAW CUT JOINTS MUST BE:
11. CONTRACTOR TO PROVIDE AS CONSTRUCTED DRAWINGS FOR ALL
CONSTRUCTED WORKS IN ACCORDANCE WITH LOCAL GOVERNMENT 2.1.BETWEEN 41 AND 31 OF CONCRETE PAVEMENT DEPTHS.
REQUIREMENTS. UNLESS OTHERWISE ADVISED BY RECOR CONTRACTOR 2.2.
CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD.
TO NOTE COUNCILS ADAC REQUIREMENTS. 2.3.
PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE
POURS.
12. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH
3. DOWELL BARS MUST BE INSTALLED EXACTLY 90° TO THE FACE OF JOINT
RELEVANT APPROVALS.
TO ALLOW EXPANSION AND CONTRACTION MOVEMENTS.
13. CONTRACTOR TO ALLOW TO LIASE/CO-ORDINATE WITH ELECTRICAL, 4. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO
LANDSCAPE AND OTHER SERVICE CONTRACTORS THROUGHOUT CIVIL CONSTRUCTION COMMENCING. LAYOUT SHOULD AVOID ACUTE ANGLES
CONSTRUCTION. IN THE CONCRETE SLAB AND AVOID MISMATCHED JOINTS.
14. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR 5. JOINT SEALANTS WHERE USED MUST ADHERE TO SIDE OF JOINT FACES
DEMOLITION WORKS COMMENCING ON SITE. ONLY AND SHALL NOT EXTEND ABOVE SIDES OF JOINTS ONTO THE SLAB
SURFACE.
15. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES,
ROADS AND SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE 6. DOWEL BARS ARE TO BE
U.N.O. 6.1. FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT
400MM CENTRES
16. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING 6.2. FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT
PROPERTIES AND COUNCIL ROADS AND VERGES PRIOR TO 300MM CENTRES
COMMENCEMENT OF ANY WORKS ON SITE.
6.3. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT
17. CONTRACTOR TO CLEAR AND GRUB ALL VEGETATION ON SITE AS 300MM CENTRES
IDENTIFIED IN THE APPROVED VEGETATION MANAGEMENT PLAN.
CONTRACTOR TO ENSURE ALL TREE ROOTS AND STUMPS ARE
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DUPLEX
MOLTI INVESTMENTS PTY LTD TITLE: STATUS:
12 WYANDRA STREET GENERAL NOTES FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
NOOSA HEADS, QLD, 4567 BEN PARRY CONSTRUCTION
75 NOOSA DRIVE RPEQ: 28084
01 16/09/2022 ISSUED FOR APPROVAL JC MVP BP SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
N.T.S DATE: 16/09/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
002 20220214 A1 01
Page 3
TB
M
RL
34 (Scre
TB .09 w
RL M ( AH in K
33 Sc D er
STREET
.52 rew b)
AH in
N D Ke
rb) LEGEND
Y A ND R A 34.83 35.11
W
EXISTING FIRE HYDRANT
V
34.
20
EXISTING POWER POLE
35
DEMOLISH EXISTING DRIVEWAY
34
CROSSOVER AND REINSTATE EXISTING 'LIVE' SEWER CHAMBER
33.4
0
.75
VERGE AND KERB TO MATCH
V
34
EXISTING. EXISTING STORMWATER MANHOLE
EXISTING STORMWATER PIT
33.2
32.33
33
EXISTING STORMWATER STRUCTURES
V
34.
34. 64 Edge of Bitumen
5
42 S S EXISTING SEWERAGE LINE
32.5
34.
34.
12 35 99
5 35.
34.
33. 09 W W EXISTING WATER RETICULATION MAIN
70 Back of Kerb
34
34.
32.
V
.75
EXISTING WATER SERVICE TO BE V OVERHEAD ELECTRICITY
53
34.22
V
33.2 34.
03 DISCONNECTED AND CAPPED
25 7
OFF DURING CONSTRUCTION SW SW STORMWATER PIPE
EXISTING TREES TO BE FELLED,
32
33.58
MULCHED AND REMOVED OFF
.57
WATER SERVICE
33.3
V
SITE U.N.O
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
8
32.
32
31. 73
32
89 W
32.64
33.75
34.25
W
5 32.75 61°39'00" 35.42
32.1
31.9
33.5
32
V
W
.15
4
LOCATION AND EXTENT OF EXISITING
W 18.900
00"
ELECTRICAL CONNECTION TO BE CONFIRM
5 2 '
35
ON-SITE. REMOVAL AND REPLACEMENT TO W
45 °
34
BE ARRANGED BY SITE SUPERINTENDANT
.25
5
10.53
V
W 32.82
W
W
W
V
W
W
35.09
35
32.97
34.88
43 NOTES
151°39'00"
1. FOR GENERAL NOTES REFER DWG 002, WHICH IS TO BE
30.175
REQUESTED AND VIEWED PRIOR TO COMMENCEMENT OF
CONSTRUCTION IF NOT SUPPLIED.
RP1 44
EXISTING BUILDINGS, 2. THE CONTRACTOR WILL MAKE THEMSELF FULLY AWARE OF
STRUCTURES, POOL, DRIVEWAY THE EXISTING FEATURES OF THIS SITE AND ENSURE ANY
34.75
33.25
397
32.94 AND IMPERVIOUS SURFACES TO
RP1 42 BE REMOVED OFF SITE U.N.O ADDITIONAL WORKS NOT SHOWN ON THIS PLAN ARE
76
34.78 INCLUDED IN THE CONTRACT.
315°5 5
397 3. LOCATION AND DEPTH OF EXISTING SERVICES BASED ON
30.17
76 SURVEY, DBYD AND COUNCIL RECORDS. IT IS THE
2'00"
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 PRIOR TO COMMENCEMENT OF WORKS.
32.95 5. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS
33
34
33.2
PRIOR TO ANY DEMOLITION WORKS COMMENCING ON SITE.
33
.5
6. ALL VEGETATION WITHIN THE LIMIT OF WORKS TO BE
5
34.4
1 34.49 CLEARED, MULCHED AND REMOVED FROM SITE IN
ACCORDANCE WITH APPROVED VEGETATION CLEARING
PLAN (BY OTHERS) OR IF SCHEDULED STOCKPILE FOR USE
BY LANDSCAPER.
32.74 7. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES ON SITE
AND MAKE SUITABLE ARRANGEMENTS TO HAVE
DISCONNECTED PRIOR TO DEMOLITION WORKS BEGINNING.
34. 8. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS
33
25
34
33.
DETAILED ON THIS DRAWING, THE CONTRACTOR IS TO
.75
32.
34 34.29
NOTIFY RECOR AND RECEIVE WRITTEN CONFIRMATION THAT
32.
5
75
241°39'00"
33 WORKS CAN COMMENCE.
5
.7
2 ' 0 0 " 33 7
133 9. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR
14.715
225°5 5
.42
6.35 RP1 ADJOINING PROPERTIES AND COUNCIL ROADS AND VERGES
32
.6
EXISTING SEWER SERVICE TO BE PRIOR TO COMMENCEMENT OF ANY WORKS ON SITE.
604
6
S DISCONNECTED AND CAPPED
10. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING
Sew ted F er Re
25
OFF DURING CONSTRUCTION
Plotty Wat
Uni
STRUCTURES, ROADS AND SERVICES WITHIN LIMIT OF
er
S WORKS AND REMOVE FROM SITE U.N.O.
Manom
11. WHERE NECESSARY, CONTRACTOR SHALL OBTAIN ALL
r
NECESSARY APPROVALS TO CARRY OUT SERVICES
hole
S
S
RP1 135 RP1 134 RELOCATION OR ALTERATIONS.
cor
S
604 604
ds
25
S
25
S S CLIENT DETAILS: APPROVED BY: PROJECT NAME:
PROJECT ADDRESS:
S
PROPOSED RESIDENTIAL DUPLEX
MOLTI INVESTMENTS PTY LTD TITLE: STATUS:
S 12 WYANDRA STREET EXISTING SERVICES AND FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
NOOSA HEADS, QLD, 4567 BEN PARRY DEMOLITION LAYOUT PLAN CONSTRUCTION
75 NOOSA DRIVE RPEQ: 28084
01 16/09/2022 ISSUED FOR APPROVAL JC MVP BP SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:100 DATE: 16/09/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
003 20220214 A1 01
Page 4
STANDARD SIGNS AND LINE MARKING NOTES
N
1. GENERAL
1.1. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH THE QUEENSLAND TRANSPORT
MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CURRENT EDITION) AND AS2890: PARKING FACILITIES .
STREET
2. SIGNS
2.1. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2017 UNLESS NOTED OTHERWISE.
NEW CONNECTION TO EXISTING 2.2. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO EDGE OF SIGN: LOCATION
ELECTICAL SERVICE
A
CLEARANCE NO KERB 600 BEHIND GUIDE POSTS BARRIER KERB 300 FROM FACE MOUNTABLE KERB 500
D R
FROM FACE OF KERB.
A N
2.3. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING TRAFFIC AT 45° TO KERB OR
W Y
CARRIAGEWAY EDGE. ALL OTHER SIGNS TO BE TURNED AWAY BY 5° FROM THE NORMAL TO
APPROACHING HEADLIGHT.
3. SIGN SUPPORTS
35
3.1. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS WHERE THEY ARE IN A PAVED SURFACE.
34
4. LINEMARKING
.75
4.1. REDUNDANT LINEMARKING IS TO BE GROUND OFF.
4.2. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE.
NEW TYPE 'B1' BARRIER KERB TO REPLACE JOINTING NOTES
33.2
EXISTING CROSSOVER AS PER NSC STD
33
DWG RS-080 1. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AS3727.1:2016.
PROPOSED RESIDENTIAL DRIVEWAY TO
5
2. SAW CUT JOINTS MUST BE:
32.5
BE CONSTRUCTED IN ACCORDANCE WITH 2.1. BETWEEN 41 AND 31 OF CONCRETE PAVEMENT DEPTHS.
IPWEA RS-049 & RS-050
5
34.
2.2. CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD.
2.3. PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE POURS.
32.
3. DOWELL BARS MUST BE INSTALLED EXACTLY 90° TO THE FACE OF JOINT TO ALLOW EXPANSION AND
25
CONTRACTION MOVEMENTS.
4. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO CONSTRUCTION COMMENCING. LAYOUT
SHOULD AVOID ACUTE ANGLES IN THE CONCRETE SLAB AND AVOID MISMATCHED JOINTS.
PROVIDE NEW CONNECTION TO 5. JOINT SEALANTS WHERE USED MUST ADHERE TO SIDE OF JOINT FACES ONLY AND SHALL NOT EXTEND ABOVE
EXISTING WATER SERVICE W W W W W W W W W W W W W W W W W W
SIDES OF JOINTSWONTO THE SLAB
W SURFACE. W W W W W W
32
6. DOWEL BARS ARE TO BE
W
6.1. FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT 400MM CENTRES
33.75
3 4 .2 5
W 6.2. FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT 300MM CENTRES
32.75
33.5
6.3. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT 300MM CENTRES
W
6.4. FOR 200MM THICK SLAB, 24MM Ø OF LENGTH 40MM AND SPACED AT 300MM CENTRES
W
35
W
34
.2
W
5
W
W
W
W
W
35
43
34.75
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
33
34
NECESSARY APPLICATIONS AND PERMITS WITH THE RELEVANT AUTHORITIES.
33.2
SERVICES TO BE CAPPED IN ACCORDANCE WITH RELEVANT SERVICE
.5
PROVIDER SPECIFICATIONS AND STANDARD DETAILS
5
34.
33
25
34
33.
.75
32.
32.
5
75
5
PROVIDE NEW CONNECTION TO
EXISTING SEWER SERVICE
S
S
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
S
PROPOSED RESIDENTIAL DUPLEX
MOLTI INVESTMENTS PTY LTD TITLE: STATUS:
12 WYANDRA STREET PROPOSED LAYOUT PLAN FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
NOOSA HEADS, QLD, 4567 BEN PARRY CONSTRUCTION
75 NOOSA DRIVE RPEQ: 28084
01 16/09/2022 ISSUED FOR APPROVAL JC MVP BP SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:100 DATE: 16/09/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
010 20220214 A1 01
Page 5
TB 4.0 rew
9
RL M ( AH in K
33 Sc D er
STREET
.52 rew b)
AH in
D Ke EARTHWORKS NOTES
rb)
R A
1. FOR GENERAL NOTES REFER DWG 002, WHICH IS TO BE REQUESTED AND VIEWED PRIOR TO COMMENCEMENT OF
D
N
N
CONSTRUCTION IF NOT SUPPLIED.
A
34.83
Y
35.11
W
A
34. B 021 2. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 100MM OVER THE EXTENT OF THE WORKS UNLESS
20
021 DIRECTED OTHERWISE AND STOCKPILED FOR FUTURE USE AS NON-STRUCTURAL FILL IF REQUIRED, OR REMOVE FROM SITE.
35
33.4 3. COMPACT THE EXPOSED SUBGRADE OR LOOSE TOP LEVEL MATERIAL TO A MINIMUM 98% STANDARD MAXIMUM DRY DENSITY
0 TO AS1289 5.1.1. ANY 'SOFT SPOTS' IDENTIFIED BY THE PROOF ROLLING SHALL BE REMOVED AND REPLACED WITH A
34
COMPACTED IMPORTED GENERAL FILL MATERIAL TO THE ABOVE COMPACTION REQUIREMENTS.
4. IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND COMPACTED WHERE NECESSARY TO OBTAIN
32.33 SUBGRADE/PLATFORM LEVEL. IMPORTED GENERAL FILL MATERIAL SHALL BE CLEAN GRADED MATERIAL FREE OF ORGANIC
33
34. MATTER AND STONES GREATER THAN 150mm AND CAPABLE OF BEING COMPACTED INTO COHERENT FILLING TO THE
34. 64 Edge of Bitumen SPECIFIED STANDARD. THE MATERIAL SHALL HAVE A LINEAR SHRINKAGE NOT GREATER THAN 8% AND A MINIMUM C.B.R. OF
42 34.
34.
12 35 35.
99 10%.
33. 09
70 Back of Kerb 5. ANY PROPOSED RETAINING WALL WORKS MUST BE WHOLLY WITHIN THE PROPERTY BOUNDARY OF THE SUBJECT SITE,
34
34.
.75
INCLUDING REAR OF RETAINING WALL DRAINAGE INFRASTRUCTURE FOR RETAINING WALLS IN CUT/
53
34.22
33.2 34.
7 03
6. ALL RETAINING WALL GREATER THAN 1M TO BE STRUCTURALLY DESIGNED WITH CONSTRUCTION CERTIFICATION BY
32
MANUFACTURER / INSTALLER.
33.58
.57
33.3
7. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 1' SOIL ENGINEERING SUPERVISION IN ACCORDANCE
8
32.
32
73 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
32.64
SPECIFICATIONS AND THE CONTROLLED FILL IS SUITABLE FOR PURPOSE WITH A MINIMUM 150KPA BEARING CAPACITY UNDER
35.42
32.1
THE PLATFORM/STRUCTURES.
32
.15
4
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.
32.82 9. THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL PROVIDE CERTIFICATION THAT ALL GENERAL EARTHWORKS
OPERATIONS HAVE BEEN CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS.
CUT/FILL DEPTH RANGE
Lower_value Upper_value Colour
10. CONTRACTOR TO UNDERTAKE ALL EARTHWORKS TESTING TO COMPLY WITH THE PROJECT SPECIFICATION AND LOCAL
AUTHORITY REQUIREMENTS.
-0.9 to -1. M
11. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN ACCORDANCE WITH LANDSCAPE DRAWINGS WHERE
-0.8 to -0.9 M AVAILABLE.
35.09
-0.7 to -0.8 M 12. FINISHED EARTHWORKS SURFACES TO BE STABILISED
-0.6 to -0.7 M 13. ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE CONTENT.
FL 33.3m AHD
14. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING.
C 32.97 FL 34.1m AHD C -0.5 to -0.6 M
021 021
-0.4 to -0.5 M 15. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH ALL APPROVED MANAGEMENT PLANS.
16. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS OR RETAINING WALLS (TEMPORARY OR PERMANENT)
34.88 -0.3 to -0.4 M
43
AS PER RELEVANT AUSTRALIAN STANDARDS AND LEGISLATION.
FL 34.5m AHD
-0.2 to -0.3 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 COVER OR ENCLOSE
-0.1 to -0.2 M STOCKPILES WHERE REASONABLY PRACTICAL TO RESTRICT DUST MOVEMENT.
0 to -.1 M 18. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS DRAWING, THE CONTRACTOR IS TO NOTIFY
RECOR AND RECEIVE WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE.
0 to .1 M
19. ALL BATTERS TO BE KEYED/STEPPED INTO EXISTING MATERIAL AS DIRECTED BY GEOTECHNICAL ENGINEER. CONTRACTOR TO
0.1 to 0.2 M ALLOW FOR ALL KEYING/STEPPING AS REQUIRED.
D D
02132.9 33.25 021
4 20. ALL TEMPORARY AND FINAL BATTER SLOPES ARE TO BE INSPECTED AND APPROVED BY GEOTECHNICAL ENGINEER.
0.2 to 0.3 M
CERTIFICATION OF LONG TERM STABILITY TO BE PROVIDED BY GEOTECHNICAL ENGINEER PRIOR TO PRACTICAL COMPLETION.
FL 33.5m AHD 34.78
FL 34.5m AHD
0.3 to 0.4 M
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 SAFETY GREATER THAN OR
0.4 to 0.50 M EQUAL TO 1.5 AGAINST GEOTECHNICAL FAILURES.
0.5 to 0.6 M 22. IT IS RECOMMENDED THAT THE GEOTECHNICAL CONSULTANT BE CONTACTED TO CONFIRM THE SOIL CONDITIONS PRIOR TO
EARTHWORKS COMMENCING.
0.6 to 0.7 M
0.7 to 0.8 M EARTHWORKS VOLUMES
32.95 EARTHWORKS VOLUMES FROM
0.8 to 0.9 M
EXISTING SURFACE TO DESIGN
33
0.9 to 1 M SURFACE
34.4
1 34.49 CUT = -81.1m³
FILL = 82.4m³
BALANCE = 1.3m³
32.74
FL 34.1m AHD
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
34 34.29 COMMUNICATIONS TO BE SAFELY BE DISCONNECTED, REMOVED
FROM SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO
33 ARRANGE ALL NECESSARY APPLICATIONS AND PERMITS WITH THE
.7
33 7 RELEVANT AUTHORITIES. SERVICES TO BE CAPPED IN
.42 A ACCORDANCE WITH RELEVANT SERVICE PROVIDER
B 021 SPECIFICATIONS AND STANDARD DETAILS
32
021
.6
6
Sew ted F er Re
Plotty Wat
Uni
er
Manom
r
hole
cor
ds
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DUPLEX
MOLTI INVESTMENTS PTY LTD TITLE: STATUS:
12 WYANDRA STREET BULK EARTHWORKS FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
NOOSA HEADS, QLD, 4567 BEN PARRY LAYOUT PLAN CONSTRUCTION
75 NOOSA DRIVE RPEQ: 28084
01 16/09/2022 ISSUED FOR APPROVAL JC MVP BP SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:100 DATE: 16/09/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
020 20220214 A1 01
Page 6
KITCHEN/LIVING KITCHEN/LIVING
UNIT 2 UNIT 1
FFL 34.50
FFL 33.50
D BULK EARTHWORKS
020 SECTION SCALE 1:100
POOL GARAGE GARAGE BBQ AREA
UNIT 2 UNIT 2 UNIT 1 UNIT 1
FFL 34.50
FFL 34.10 FFL 34.10
FFL 33.30
C BULK EARTHWORKS
020 SECTION SCALE 1:100
DRIVEWAY GARAGE KITCHEN/LIVING
UNIT 2 UNIT 2
2.569 % FFL 34.10
FFL 33.50
B BULK EARTHWORKS
020 SECTION SCALE 1:100
DRIVEWAY GARAGE KITCHEN/LIVING POOL
UNIT 1 UNIT 1 UNIT 1
3.631 % 8.336 % FFL 34.50
FFL 34.10 FFL 34.10
A BULK EARTHWORKS
020 SECTION SCALE 1:100
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DUPLEX
MOLTI INVESTMENTS PTY LTD TITLE: STATUS:
12 WYANDRA STREET EARTHWORK SECTIONS FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
NOOSA HEADS, QLD, 4567 BEN PARRY CONSTRUCTION
75 NOOSA DRIVE RPEQ: 28084
01 16/09/2022 ISSUED FOR APPROVAL JC MVP BP SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
AS INDICATED DATE: 16/09/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
021 20220214 A1 01
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
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
DAYS.
SEDIMENT FENCE
10. FOR SEDIMENT FENCE STANDARD DETAIL AND
SPECIFICATION REFER TO INTERNATIONAL EROSION
CONTROL ASSOCIATION AUSTRALASIA (IECA) BEST
PRACTICES STANDARD DRAWINGS SF-01 AND SF-02
N SEDIMENT FENCE.
TEMPORARY CONSTRUCTION ENTRY/EXIT
11. FOR CONSTRUCTION ENTRY / EXIT STANDARD DETAIL
AND SPECIFICATION REFER TO INTERNATIONAL
EROSION CONTROL ASSOCIATION AUSTRALASIA (IECA)
BEST PRACTICES STANDARD DRAWINGS EXIT-01 AND
STREET EXIT-02 CONSTRUCTION EXIT - ROCK PAD
A N D RA
WY
(CONSTRUCTION SITES ONLY), EXIT-03 - ROCK PADS
FOR BUILDING SITES AND EXIT-04 AND EXIT-05
35
34
.75
CONSTRUCTION EXIT - VIBRATION GRID.
33.2
33
KERB INLET
5
32.5
34.
5 12. FOR KERB INLET STANDARD DETAIL AND
32.
PROVIDE CONSTRUCTION
SPECIFICATION REFER TO INTERNATIONAL EROSION
25
SHAKEDOWN ENTRY AS
PER NSC STD DWG ESC-01
CONTROL ASSOCIATION AUSTRALASIA (IECA) BEST
PRACTICES STANDARD DRAWING ESC-03 KERB INLET
32
SEDIMENT TRAPS
33.75
34.25
61°39'00"
32.75
33.5
0" 18.900
|S| 45°52'0 REVEGETATION
35
34
.25
3 5
10.5
13. FOR REVEGETATION STANDARD SPECIFICATION
REFER TO INTERNATIONAL EROSION CONTROL
ASSOCIATION AUSTRALASIA (IECA) BEST PRACTICES
|S|
STANDARD DRAWING R-01 REVEGETATION GENERAL.
35
FIELD INLET
PROVIDE SEDIMENT FENCE
TO DOWNSTREAM 14. FOR FIELD INLET STANDARD DETAIL AND
|S|
BOUNDARY AS PER NSC
SPECIFICATION REFER TO INTERNATIONAL EROSION
43
STD DWG ESC-04 & ESC-05
CONTROL ASSOCIATION AUSTRALASIA (IECA) BEST
PRACTICES STANDARD DRAWING ESC-02 GRATED
151°39'00"
30.175
STORMWATER (FIELD) INLET SEDIMENT TRAP.
|S|
RP1 44
34.75
RP1 42 397 OPERATION AND MAINTENANCE
76
315°5 75
397 15. IN ACCORDANCE WITH NC ESC GUIDELINES, ALL ESC
30.1
76 MEASURES SHALL BE INSPECTED:
2'00"
|S|
· AT LEAST DAILY (WHEN WORK IS OCCURRING ON
SITE) OR WEEKLY (WHEN WORK IS NOT OCCURRING
ON SITE)
33
34
33.2
· WITHIN 24 HOURS OF EXPECTED RAIN; AND
.5
|S|
5
· WITHIN 18 HOURS OF A RAINFALL EVENT (I.E. AN
EVENT OF SUFFICIENT INTENSITY AND DURATION TO
MOBILISE SEDIMENT ON SITE).
17. IN ACCORDANCE WITH NC ESC GUIDELINES,
34.
|S|
33
MAINTENANCE OF ESC MEASURES SHALL OCCUR IN
25
34
33.
.75
32.
|S| |S| |S|
ACCORDANCE WITH THE FOLLOWING TABLE:
32.
5
75
|S| 0" 241°39'00"
5
225°5 5
2'0 14.715 13 MAINTENANCE SCHEDULE
6.35 RP1 3
604 ESC MEASURES MAINTENANCE TRIGGER
TIMEFRAME FOR COMPLETION
25 OF MAINTENANCE
WHEN SETTLED SEDIMENT
SEDIMENT BASIN WITHIN 7 DAYS OF THE
EXCEEDS THE VOLUME OF THE
RP1 135 RP1 134 (WHERE UTILISED)
SEDIMENT STORAGE ZONE
INSPECTION
604 604
25 2 5 OTHER ESC 1/3 OF THE CAPACITY OF ESC
BY THE END OF THE DAY
MEASURES MEASURES IS EXCEEDED
REPORTING
18. CONTRACTOR IS TO PROVIDE AN UPDATED PROGRAM
OF ESC MAINTENANCE AND CONTROL OF ALL STAGES
OF WORK FOR APPROVAL BY THE SUPERINTENDENT.
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DUPLEX
MOLTI INVESTMENTS PTY LTD TITLE: STATUS:
12 WYANDRA STREET EROSION AND SEDIMENT FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
NOOSA HEADS, QLD, 4567 BEN PARRY CONTROL LAYOUT PLAN CONSTRUCTION
75 NOOSA DRIVE RPEQ: 28084
01 15/09/2022 ISSUED FOR APPROVAL JC MVP BP SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
AS INDICATED DATE: 16/09/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
030 20220214 A1 01
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
T H 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 OW
MIN 200mm THICK DIRECTION OF FL
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 AX.) SLO DRAWING TO LIMIT THE CATCHMENT AREA OF ANY ONE SECTION. THE
E (M PE
FLOW LOP (MA CATCHMENT AREA SHOULD BE SMALL ENOUGH TO LIMIT WATER FLOW IF
GRAVEL-FILLED WIRE FILTERED WATER 2:1 S 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 RESIDENTIAL DUPLEX
MOLTI INVESTMENTS PTY LTD TITLE: STATUS:
12 WYANDRA STREET EROSION AND SEDIMENT FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
NOOSA HEADS, QLD, 4567 BEN PARRY CONTROL DETAILS CONSTRUCTION
75 NOOSA DRIVE RPEQ: 28084
01 15/09/2022 ISSUED FOR APPROVAL JC MVP BP SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
AS INDICATED DATE: 16/09/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
031 20220214 A1 01
Page 9
LEGEND
N
STREET
Y A ND R A PROPOSED STORMWATER DRAINAGE
W PROPOSED GRATE
35
34
.75
2x125x75x3 HOT DIPPED GALVANISED RHS PROPOSED FIELD INLET PIT
LENGTH: 9.7m
USIL: 33.10m
33.2
PROVIDE 2x KERB ADAPTOR OUTLET FOR DSIL: 32.78m
RHS AS PER NSC STD DWG RS-081
33
GRADE: 3.3% PROPOSED STORMWATER TANK
IL: 32.78m
5
32.5
5
34. Ø150mm uPVC SN8
32. 600x600 GRATED INLET PIT LENGTH: 18.7m DRAINAGE NOTES
25 USIL: 33.86m
SL: 33.81m
DSIL: 33.50m 1. REFER HYDRAULIC DRAWINGS FOR BUILDING DRAINAGE DETAILS.
IL: 33.10m
GRADE: 1.9% 2. ALL ROADWORKS AND DRAINAGE (EXTERNAL TO SITE BOUNDARIES AND/OR COUNCIL OWNED
DEPTH: 0.71m
DRAINAGE PIPES INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTION AND TESTING TO BE IN
PROVIDE GRATED TRENCH DRAIN AT
ACCORDANCE WITH NOOSA SHIRE COUNCIL DEVELOPMENT GUIDELINES, DRAWINGS AND
GARAGE THRESHOLD. ACO
SPECIFICATIONS.
KLASSIKDRAIN 100 OR EQUIVALENT.
32
3. ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE LINES INTERNAL TO THE SITE
CONNECT OUTLET TO PIT
BOUNDARIES) CONSTRUCTED AND TESTED TO BE IN ACCORDANCE WITH RELEVANT AUSTRALIAN
33.75
34.25
STANDARDS.
32.75 61°39'00"
33.5
4. ALL STORMWATER DRAINAGE PIPES INTERNAL TO SITE SHALL BE MINIMUM: Ø150 uPVC SN8 OR
APPROVED EQUIVALENT.
18.900
00"
7. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO RELEVANT AUSTRALIAN STANDARDS
5 2 '
35
INCLUDING BUT NOT LIMITED TO AS4058 AND AS1992.
45 °
34
8. STORMWATER DRAINAGE AND STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS
.25
5
10.53
450x450 GRATED INLET PIT ONLY. CONTRACTOR TO CONSIDER CONSTRUCTION LOADINGS AND ENSURE NO EXCESSIVE LOADS
SL: 34.11m ARE PLACED ON STORMWATER DRAINAGE OR STRUCTURES.
IL: 33.86m 9. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING STORMWATER DRAINAGE WHERE
DEPTH: 0.25m CONNECTING ON TO EXISTING.
10. CONTRACTOR TO NOTIFY THE SUPERINTENDENT OF ANY UNSUITABLE FOUNDING MATERIAL
WITHIN DRAINAGE TRENCH OR STORMWATER STRUCTURES AND AWAIT DIRECTION PRIOR TO
LAYING OF PIPES.
11. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS TO BE CLASS "D" IN ACCORDANCE
WITH AS3996.
Ø150mm uPVC SN8 12. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT BE LOOSE OR MOVE UNDER
LENGTH: 4.1m WHEEL LOADS.
USIL: 33.93m 13. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT
PROVIDE MINIMUM 2KL ATTENUATION DSIL: 33.88m
35
SPECIFICATION, AND LOCAL AUTHORITY GUIDELINES AND SPECIFICATIONS. WHERE STRUCTURES
TANK AS PER ATTENUATION TANK GRADE: 1.2% EXCEED MAXIMUM DEPTH AS IDENTIFIED WITHIN STANDARD DRAWINGS THE CONTRACTOR WILL
DETAIL. ALL ROOF DRAINAGE TO ENSURE AN ADEQUATE STRUCTURAL DESIGN IS UNDERTAKEN FOR THE SUBJECT STRUCTURE TO
DISCHARGE VIA TANK. INDICATIVE BE CONSTRUCTED TO.
LOCATION ONLY. CONNECT OVERFLOW 14. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES COMPLY WITH THE MAXIMUM DEPTH
TO INLET PIT. SPECIFIED IN THE PROJECT SPECIFICATION OR LOCAL AUTHORITY FROM FINISHED SURFACE
LEVEL TO UNDERSIDE OF ROOF SLAB. ANY NON CONFORMANCE IS TO BE RECTIFIED AT THE
CONTRACTORS EXPENSE.
15. THE CONTRACTOR IS TO CONFIRM THE LOCATION AND DEPTH OF ALL SERVICE CONDUITS IN
43
VERGE PRIOR TO COMMENCING WORKS. THE SUPERINTENDANT IS TO BE NOTIFIED OF ANY
450x450 GRATED INLET PIT
CONFLICTS WITH WORKS IDENTIFIED IN THESE PLANS IMMEDIATELY.
SL: 34.50m
16. ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE
IL: 33.93m
QUEENSLAND WORKPLACE HEALTH AND SAFETY ACT 2011.
DEPTH: 0.57m
151°39'00"
17. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE KERB AND CHANNEL INCLUDING ANY
ASSOCIATED PIPEWORK ACROSS THE FOOTWAY AND REINSTATE THE KERB AND CHANNEL AND
30.175
THE FOOTWAY AREA IN ACCORDANCE WITH COUNCIL GUIDELINES.
RP1 44
34.75
Ø150mm uPVC SN8
RP1 42 397
LENGTH: 14.3m
USIL: 34.1m
76
315°5 5
397
DSIL: 33.95m
GRADE: 1.1%
30.17
76
2'00"
PROVIDE MINIMUM 2KL ATTENUATION
TANK AS PER ATTENUATION TANK
DETAIL. ALL ROOF DRAINAGE TO
DISCHARGE VIA TANK. INDICATIVE
LOCATION ONLY. CONNECT OVERFLOW
33
34
TO INLET PIT.
33.2
.5
5
450x450 GRATED INLET PIT
SL: 34.50m ROOF AND DWAY DOWNPIPE CONNECTION TO
IL: 34.10m HYDRAULIC ENGINEERS SPECIFICATIONS
DEPTH: 0.40m 100Ø HIGH FLOW OUTLET
ORIFICE PLATE DISK
WITH 43mm SHARP
EDGED ORIFICE 2,000L SLIMLINE TANK
34.
33
25
HIGH FLOW TANK WALL
OUTLET
34
33.
.75
32.
32.
5
TANK BASE
75
SCREW ON
241°39'00" ACCESS CAP
5
2 ' 0 0 " 133
14.715
225°5 5
ATTENUATION VOLUME
6.35 RP1 OUTLET TO ORIFICE DISK TO BE GLUED INSIDE
604 DRAINAGE
NETWORK
JUNCTION. uPVC OUTLET FROM
TANK TO BUTT UP AGAINST
25
ORIFICE DISK
LOW FLOW OUTLET WITH SCREW CAP
NOT TO SCALE
DETAIL A - RAINWATER ATTENUATION TANK
RP1 135 RP1 134
NOT TO SCALE
604
LOW FLOW OUTLET
604
25 CLIENT DETAILS:
25 PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DUPLEX
MOLTI INVESTMENTS PTY LTD TITLE: STATUS:
12 WYANDRA STREET STORMWATER LAYOUT FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
NOOSA HEADS, QLD, 4567 BEN PARRY PLAN CONSTRUCTION
75 NOOSA DRIVE RPEQ: 28084
01 16/09/2022 ISSUED FOR APPROVAL JC MVP BP SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:100 DATE: 16/09/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
040 20220214 A1 01
The text continues on page 10.