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20220198 3 Delorme St Civil OPW
Attached to the e-mail MCU22/0158, OPW22/0228, RAL22/0022 - Response to Further Advice 9_12_22 - RE_ Information Response - 3 Delorme St Noosa Heads.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
RESIDENTIAL SUBDIVISION DEVELOPMENT 3 DELORME STREET, NOOSA HEADS QLD 4567 Lot 148 ON RP160425 CIVIL WORKS DRAWING SCHEDULE SHEET TITLE 001 COVER SHEET 002 GENERAL NOTES 003 EXISTING FEATURES AND DEMOLITION PLAN 010 PROPOSED LAYOUT 020 EARTHWORKS PLAN 021 EARTHWORKS SECTIONS 030 EROSION SEDIMENT CONTROL PLAN 031 EROSION SEDIMENT CONTROL DETAILS 035 DRIVEWAY LAYOUT PLAN 040 STORMWATER LAYOUT PLAN 041 EXTERNAL CATCHMENT LAYOUT PLAN 060 VEHICLE SWEPT PATH LAYOUT PLANS - SHEET 1 OF 9 061 VEHICLE SWEPT PATH LAYOUT PLANS - SHEET 2 OF 9 062 VEHICLE SWEPT PATH LAYOUT PLANS - SHEET 3 OF 9 SITE 063 VEHICLE SWEPT PATH LAYOUT PLANS - SHEET 4 OF 9 064 VEHICLE SWEPT PATH LAYOUT PLANS - SHEET 5 OF 9 065 VEHICLE SWEPT PATH LAYOUT PLANS - SHEET 6 OF 9 066 VEHICLE SWEPT PATH LAYOUT PLANS - SHEET 7 OF 9 067 VEHICLE SWEPT PATH LAYOUT PLANS - SHEET 8 OF 9 068 VEHICLE SWEPT PATH LAYOUT PLANS - SHEET 9 OF 9 LOCALITY PLAN NOT TO SCALE CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME: 3 DELORME STREET, NOOSA HEADS TITLE: STATUS: CAPITAL PRUDENTIAL COVER SHEET FOR APPROVAL 3 DELORME STREET, NOOSA HEADS © ABN 89 647 469 707 02 29/08/222 UPDATED SCHEDULE JAC JAC JB JARO BAULEKA NOT FOR CONSTRUCTION 75 NOOSA DRIVE RPEQ: 20693 01 26/08/222 ISSUED FOR APPROVAL MVP JAC JB SCALE: NOOSA HEADS, QLD 4567 REV DATE DESCRIPTION DWN CHK APP DRAWING NUMBER: PROJECT NUMBER: SHEET REV: +61 7 5211 1003 AS INDICATED DATE: 26/08/22 SIZE: RECORCONSULTING.COM REVISIONS DO NOT SCALE, IF IN DOUBT ASK 001 20220198 A1 01
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Full text of sections 2 to 7 (of 20)
Section 2
GENERAL NOTES 18. DRAWINGS TO BE READ IN CONJUNCTION WITH ARCHITECT, SURVEYOR, THAT THE GEOTECHNICAL CONSULTANT BE CONTACTED TO CONFIRM THE CONFIRMATION THAT WORKS CAN COMMENCE.
HYDRAULICS, ETC. CONSULTANT AND CONTRACTOR DRAWINGS. SOIL CONDITIONS PRIOR TO EARTHWORKS COMMENCING. 20. ALL EXCAVATIONS ARE TO BE CONDUCTED IN ACCORDANCE WITH THE
1. ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN. 2. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 100MM REQUIREMENTS OF THE GEOTECHNICAL ENGINEER AS OUTLINED IN THE
19. CONTRACTOR TO PREPARE AND HAVE APPROVED BY RELEVANT AUTHORITY:
2. ALL SETOUT ON SITE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ROAD OPENING PERMIT AND TRAFFIC MANAGEMENT PLAN FOR ALL WORKS OVER THE EXTENT OF THE WORKS UNLESS DIRECTED OTHERWISE AND GEOTECHNICAL INVESTIGATION REPORT BY TECTONIC. TEMPORARY
CONTRACTOR TO ALLOW FOR ALL MEANS NECESSARY TO ACCURATELY WITHIN COUNCIL ROAD RESERVES. CONTRACTOR TO ALLOW FOR ALL COSTS STOCKPILED WHERE REQUIRED FOR FILL OF LANDSCAPING AREAS. TOPSOIL UNSURCHARGED CUTS IN LOOSE TO VERY LOOSE SAND TO BE FORMED AT
SETOUT THE WORKS. ASSOCIATED WITH IMPLEMENTATION OF THE TMP. MATERIALS MUST NOT BE USED IN STRUCTURAL FILL. 1V:2H, AND IN MEDIUM DENSE SAND AT 1V:1H FOR BATTERS UP TO 3M IN
3. UNSUITABLE NATURAL MATERIALS SUCH AS SATURATED, LOOSE OR SOFT HEIGHT. DEEPER CUTS ARE TO BE ASSESSED BY THE GEOTECHNICAL
3. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT 20. ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH ALL LOCAL AUTHORITY ENGINEER.
SPECIFICATIONS AND WHERE FURTHER DETAILS ARE REQUIRED THE MATERIALS ENCOUNTERED SHOULD BE REMOVED DURING SUBGRADE
APPROVALS RECEIVED FOR THE PROJECT AND IN ACCORDANCE WITH OPW PREPARATION FOR BULK EARTHWORKS. ALL UNSUITABLE MATERIAL TO BE 21. WHERE THE ABOVE TEMPORARY BATTER SLOPES CAN NOT BE ACHIEVED,
CONTRACTOR SHALL REFER TO NOOSA SHIRE COUNCIL DEVELOPMENT APPROVALS BY COUNCIL.
GUIDELINES, LOCAL WATER AUTHORITY GUIDELINES, ASSOCIATED STANDARD REMOVED FROM SITE AT CONTRACTORS EXPENSE. TEMPORARY SHORING WILL BE REQUIRED UNDER THE ADVICE OF A
DRAWINGS AND SPECIFICATIONS U.N.O. 21. NO WORKS ARE TO BE UNDERTAKEN ON LAND OUTSIDE OF THE SITE 4. COMPACTION OF THE EXPOSED SAND SUBGRADE REQUIRES SUBSTANTIAL SPECIALIST SHORING CONTRACTOR.
BOUNDARY WITHOUT FORMAL APPROVAL BY THE OWNER/CUSTODIAN OF VOLUMES OF WATER COMBINED WITH VIBRATORY COMPACTION EQUIPMENT. 22. EXCAVATIONS IN PROXIMITY TO EXISTING STRUCTURES WILL REQUIRE
3. SHOULD ANY OF THE CONSTRUCTED WORKS BE CONSTRUCTED OUTSIDE OF THAT LAND INCLUDING BUT NOT LIMITED TO PRIVATE PROPERTY, ROAD CARE MUST BE TAKEN TO ENSURE THERE ARE NO IMPACTS ON SPECIFIC DESIGN TO PREVENT UNDERMINING WHICH SHOULD BE CARRIED
THE TOLERANCES SPECIFIED WITHIN THE PROJECT SPECIFICATION AND RESERVE, PARKS/OPENSPACE, EASEMENTS. SURROUNDING STRUCTURES. MATERIAL TO BE COMPACTED IN ACCORDANCE OUT BY A SUITABLY QUALIFIED AND EXPERIENCED RPEQ STRUCTURAL
LOCAL AUTHORITY REQUIREMENTS, THE CONTRACTOR WILL RECTIFY AT WITH GEOTECHNICAL REPORT AND AS1289. ENGINEER.
THEIR COST INCLUSIVE OF ANY ADDITIONAL COSTS INCURRED BY RECOR. 22. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF CONSTRUCTION
DRAWINGS AND APPROVALS ON SITE AT ALL TIMES. 5. A MINIMUM 150MM THICK GRANULAR WORKING PLATFORM MAY BE REQUIRED 23. CONTRACTOR'S RPEQ GEOTECHNICAL ENGINEER IS TO CONFIRM THAT ANY
4. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS ON SOIL SUBGRADES ALONG HAUL ROADS AND LAYDOWN AREAS TO CONSTRUCTED CUT/FILL BATTERS AND RETAINING STRUCTURES ON THE SITE
SUCH THEIR ACCURACY CANNOT BE GUARANTEED. NO RESPONSIBILITY IS 23. ALL WATER AND SEWER RETICULATION WORKS TO BE CONSTRUCTED IN IMPROVE TRAFFICABILITY. SPECIFIC PLATFORM DESIGN WOULD BE REQUIRED HAVE ACHIEVED ADEQUATE STABILITY WITH A LONG-TERM FACTOR OF
TAKEN BY RECOR OR THE PRINCIPAL FOR THE ACCURACY AND ACCORDANCE WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN AND PRIOR TO MOBILISATION AND TRAFFICKING OF ANY HEAVY MOBILE PLANT ON SAFETY AGAINST GEOTECHNICAL FAILURES TO THEIR SATISFACTION.
COMPLETENESS OF THIS INFORMATION. IT IS THE RESPONSIBILITY OF THE CONSTRUCTION CODE (2013). THE SITE. 24. EARTHWORKS LEVELS SHOWN ARE FINISHED SURFACE LEVELS INCLUSIVE OF
CONTRACTOR TO ACCURATELY ESTABLISH THE LOCATION AND LEVEL OF ALL 6. IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND COMPACTED TOPSOIL LAYER. REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR
EXISTING SERVICES PRIOR THE COMMENCEMENT OF ANY WORKS. ANY STANDARD SIGNS AND LINE MARKING NOTES WHERE UNSUITABLE NATURAL MATERIALS ARE LOCATED AND AS OTHERWISE BUILDING SLAB THICKNESSES AND HYDRAULIC DRAWINGS FOR SUB-FLOOR
DISCREPANCIES SHALL BE REPORTED TO THE SUPERINTENDENT. NECESSARY TO OBTAIN SUBGRADE/PLATFORM LEVEL. IMPORTED GENERAL DRAINAGE FOR DETERMINATION OF REQUIRED BULK EARTHWORKS SURFACE.
CONTRACTOR TO LOCATE AND PROTECT SERVICES AS REQUIRED DURING 1. GENERAL FILL MATERIAL SHALL BE CLEAN GRADED MATERIAL FREE OF ORGANIC 25. ANY PRELOADING REQUIRED IS TO OCCUR IN ACCORDANCE WITH THE
PROPOSED WORKS. 1.1. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH THE MATTER AND STONES, WITH MAXIMUM PARTICLE SIZE OF 100mm AND GEOTECHNICAL ENGINEERS REQUIREMENTS. CONTRACTOR TO ALLOW FOR
5. THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND QUEENSLAND TRANSPORT MANUAL OF UNIFORM TRAFFIC CONTROL CAPABLE OF BEING COMPACTED INTO COHERENT FILLING TO THE SPECIFIED THE IMPORT AND REMOVAL OF ALL NECESSARY MATERIAL TO UNDERTAKE
SURVEY ALL CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS SHOWN DEVICES (CURRENT EDITION). STANDARD. THE MATERIAL SHALL HAVE A MAXIMUM PLASTICITY INDEX OF THE PRELOADING OPERATIONS.
ON THE DRAWINGS INCLUDING ANY POTENTIAL EXISTING SERVICES CLASHES 2. SIGNS 15%, A SHRINK-SWELL INDEX OF LESS THAN OR EQUAL TO 1% AND A MINIMUM 26. REFER ARCHITECTURAL DRAWINGS FOR BUILDING SETOUT.
PRIOR TO COMMENCEMENT OF CIVIL WORKS. CONTRACTOR TO IMMEDIATELY 2.1. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2007 UNLESS C.B.R. OF 10%.
REPORT ANY DISCREPANCIES TO RECOR AND AWAIT FORMAL DIRECTION NOTED OTHERWISE. 7. ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE
PRIOR TO COMMENCING CIVIL WORKS. 2.2. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO CONTENT FOR STANDARD COMPACTION. INSPECTIONS:
EDGE OF SIGN: LOCATION CLEARANCE NO KERB 600 BEHIND GUIDE 8. ANY PROPOSED RETAINING WALL WORKS MUST BE WHOLLY WITHIN THE THE FOLLOWING INSPECTIONS MUST BE COMPLETED BY RECOR ENGINEERS
6. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS SHALL PROPERTY BOUNDARY OF THE SUBJECT SITE, INCLUDING REAR OF
BE RESTORED TO ORIGINAL LEVEL, INCLUDING KERBS, FOOTPATHS, POSTS BARRIER KERB 300 FROM FACE MOUNTABLE KERB 500 FROM FACE BEFORE ENGINEERING CERTIFICATION WILL BE ISSUED. THE CONTRACTOR IS TO
OF KERB. RETAINING WALL DRAINAGE INFRASTRUCTURE FOR RETAINING WALLS IN CUT. PROVIDE A MINIMUM OF 72 HOURS NOTICE TO RECOR FOR REQUIRED
CONCRETE AREAS, GRAVEL AREAS, GRASSED AREAS AND ROAD PAVEMENTS. RETAINING WALLS ARE TO BE PREPARED IN ACCORDANCE WITH STRUCTURAL
2.3. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING INSPECTIONS. SHOULD THE
7. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO TRAFFIC AT 45° TO KERB OR CARRIAGEWAY EDGE. ALL OTHER SIGNS TO ENGINEERS SPECIFICATIONS, AND IN CONFORMANCE WITH CONSTRUCTION
AUTHORITY/COUNCIL'S INFRASTRUCTURE. SUCH REPAIR OR REINSTATEMENT REQUIREMENTS OF GEOTECHNICAL REPORT. CONTRACTOR FAIL TO REQUEST AN INSPECTION, THE CONTRACTOR WILL BE
BE TURNED AWAY BY 5° FROM THE NORMAL TO APPROACHING RESPONSIBLE FOR ALL COSTS TO ALLOW FOR THE WORKS TO BE INSPECTED TO
TO BE CARRIED OUT IMMEDIATELY TO THE SATISFACTION OF HEADLIGHT. 9. REFER ARCHITECT/LANDSCAPE ARCHITECT DRAWINGS FOR CONFIRMATION
INFRASTRUCTURE OWNER/MANAGER / AUTHORITY/COUNCIL. OF RETAINING WALL COLOUR AND FINISH. THE SATISFACTION OF RECOR. ANY INSPECTIONS THAT FAIL ARE TO BE
3. SIGN SUPPORTS RE-INSPECTED WITH ALL REINSPECTION COSTS TO BE PAID BY THE CONTRACTOR.
8. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL 3.1. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS WHERE 10. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 2' SOIL
WORKPLACE HEALTH AND SAFETY REQUIREMENTS. THEY ARE IN A PAVED SURFACE. ENGINEERING SUPERVISION IN ACCORDANCE WITH APPENDIX B OF AS 3798. a. PRESTART
4. LINEMARKING THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL PROVIDE b. EARTHWORKS - FINAL STRIPPING OF TOPSOIL, INSTALLATION OF SEDIMENT
9. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE TO BE IN CLOSE CERTIFICATION THAT ALL GENERAL EARTHWORKS OPERATIONS HAVE BEEN
PROXIMITY TO NEIGHBOURING LOT BOUNDARIES OR INFRASTRUCTURE, 4.1. REDUNDANT LINEMARKING IS TO BE GROUND OFF. AND EROSION CONTROL MEASURES UNSUITABLE GROUND
CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS
CONTRACTOR TO ALLOW IN SCOPE OF WORKS TO PROVIDE ALL MEASURES 4.2. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE. AND THE CONTROLLED FILL IS SUITABLE FOR PURPOSE TO THE REQUIRED c. SIDE AND CUT OFF DRAINS
NECESSARY TO ENSURE THE INTEGRITY OF EXISTING BOUNDARIES AND BEARING CAPACITY UNDER THE PLATFORM/STRUCTURES AS SPECIFIED BY
INFRASTRUCTURE. THIS MAY INCLUDE THE USE OF LOW VIBRATION d. STORMWATER PIPE LAID ON BEDDING PRIOR TO BACKFILL
EQUIPMENT, TRENCH SHORING ETC AS REQUIRED.
JOINTING NOTES THE GEOTECHNICAL REPORT.
e. STORMWATER TRENCH BACKFILLED PRIOR TO PAVEMENT PLACEMENT
11. ALL EARTHWORKS FILL AND EXCAVATED AREAS SHALL BE COMPACTED TO
10. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THESE 1. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE 98% STANDARD MAXIMUM DRY DENSITY OR A DRY DENSITY INDEX OF AT f. STORMWATER STRUCTURE BASE SLABS
DRAWINGS, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE WRITTEN REQUIREMENTS OF AS3727.1:2016. LEAST 75% IN ACCORDANCE WITH THE GEOTECHNICAL REPORT IN LAYERS OF g. SEWER RETICULATION
CONFIRMATION THAT WORKS CAN COMMENCE. 2. SAW CUT JOINTS MUST BE: 250MM LOOSE THICKNESS (PRIOR TO COMPACTION).
12. COMPACTION TESTING TO BE CARRIED OUT AT A MINIMUM OF TWO TESTS h. WATER RETICULATION
BETWEEN1 AND1 OF CONCRETE PAVEMENT DEPTHS.
11. CONTRACTOR TO PROVIDE AS CONSTRUCTED DRAWINGS FOR ALL
CONSTRUCTED WORKS IN ACCORDANCE WITH LOCAL GOVERNMENT 2.1. PER VERTICAL LIFT WHERE STRUCTURAL FILL HEIGHTS EXCEED 300MM IN i. PAVEMENT SUBGRADE
REQUIREMENTS. UNLESS OTHERWISE ADVISED BY RECOR CONTRACTOR TO 4 3 ACCORDANCE WITH AS3798. CONTRACTOR TO UNDERTAKE ALL
2.2. CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD. EARTHWORKS TESTING IN ACCORDANCE WITH GEOTECHNICAL ENGINEER j. PAVEMENT REINFORCING
NOTE COUNCILS ADAC REQUIREMENTS.
2.3. PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE POURS. AND LOCAL AUTHORITY REQUIREMENTS. k. PAVEMENT PRIOR TO SEALING (PRESEAL)
12. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH RELEVANT 3. DOWELL BARS MUST BE INSTALLED EXACTLY 90° TO THE FACE OF JOINT TO 13. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN
APPROVALS. l. RETAINING WALL FOOTING REINFORCING
ALLOW EXPANSION AND CONTRACTION MOVEMENTS. ACCORDANCE WITH LANDSCAPE DRAWINGS.
13. CONTRACTOR TO ALLOW TO LIASE/CO-ORDINATE WITH ELECTRICAL, 4. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO 14. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING LEVELS. m. RETAINING WALL BLOCKWORK PRIOR TO CORE FILL
LANDSCAPE AND OTHER SERVICE CONTRACTORS THROUGHOUT CIVIL CONSTRUCTION COMMENCING. LAYOUT SHOULD AVOID ACUTE ANGLES IN 15. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH APPROVED n. STEEL REINFORCEMENT OF CONCRETE STRUCTURES
CONSTRUCTION. THE CONCRETE SLAB AND AVOID MISMATCHED JOINTS. MANAGEMENT PLANS.
5. JOINT SEALANTS WHERE USED MUST ADHERE TO SIDE OF JOINT FACES ONLY o. PRACTICAL COMPLETION
14. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR DEMOLITION 16. CONTRACTOR TO ENSURE SUITABLE EROSION CONTROL MEASURES ARE
WORKS COMMENCING ON SITE. AND SHALL NOT EXTEND ABOVE SIDES OF JOINTS ONTO THE SLAB SURFACE. INSTALLED INCLUDING BUT NOT LIMITED TO SHAKE DOWNS, SILT FENCE ETC p. ON MAINTENANCE
6. DOWEL BARS ARE TO BE IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL PLAN. q. OFF MAINTENANCE
15. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, ROADS
AND SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE U.N.O. 6.1. FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT 17. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS OR
400MM CENTRES RETAINING WALLS (TEMPORARY OR PERMANENT) AS PER RELEVANT r. ANY OTHER INSPECTION AS SPECIFIED BY LOCAL COUNCIL (REFER
16. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING AUSTRALIAN STANDARDS AND LEGISLATION. DEVELOPMENT APPROVAL)
6.2. FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT
PROPERTIES AND COUNCIL ROADS AND VERGES PRIOR TO COMMENCEMENT 300MM CENTRES 18. DUST CONTROL MEASURES ARE TO INCLUDE SPRAYING WATER ON UNPAVED s. ANY OTHER INSPECTION AS REQUIRED BY UNITY WATER AND WHERE
OF ANY WORKS ON SITE. 6.3. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT ROADS, ACCESS TRACKS AND STOCKPILES AT A SUFFICIENT LEVEL TO RELEVANT TO THEIR CERTIFICATION SCHEME
17. CONTRACTOR TO CLEAR AND GRUB ALL VEGETATION ON SITE AS IDENTIFIED 300MM CENTRES SUPPRESS DUST GENERATION. ADDITIONALLY CONTRACTORS ARE TO COVER
IN THE APPROVED VEGETATION MANAGEMENT PLAN. CONTRACTOR TO OR ENCLOSE STOCKPILES WHERE REASONABLY PRACTICAL TO RESTRICT
ENSURE ALL TREE ROOTS AND STUMPS ARE COMPLETELY REMOVED AND DUST MOVEMENT.
BACKFILLED TO LEVEL 1 SUPERVISION. CONTRACTOR TO ALLOW TO MULCH
EARTHWORKS NOTES 19. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS
ALL CLEARED VEGETATION AND STOCKPILE ON SITE OR REMOVE FROM SITE 1. FOR DETAILED GEOTECHNICAL INFORMATION, REFER GEOTECHNICAL DRAWING, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE WRITTEN
AS DIRECTED. INVESTIGATION REPORT BY GEOTECHNICAL ENGINEER. IT IS RECOMMENDED
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
3 DELORME STREET, NOOSA HEADS
TITLE: STATUS:
CAPITAL PRUDENTIAL
GENERAL NOTES FOR APPROVAL
3 DELORME STREET, NOOSA HEADS
© ABN 89 647 469 707 JARO BAULEKA NOT FOR CONSTRUCTION
75 NOOSA DRIVE RPEQ: 20693
01 26/08/222 ISSUED FOR APPROVAL MVP JAC JB SCALE:
NOOSA HEADS, QLD 4567
REV DATE DESCRIPTION DWN CHK APP DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
+61 7 5211 1003
AS INDICATED DATE: 26/08/22 SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
002 20220198 A1 01
Section 3
N EXISTING ELECTRICAL CONNECTION
TO BE REMOVED. REMOVAL AND
EXISTING TREES TO BE
REMOVED, MULCHED AND
EXISTING WALLS, BUILDING, DECK,
AND PAVED AREAS TO BE DEMOLISHED
REPLACEMENT TO BE ARRANGED DISPOSED OF OFF-SITE AND REMOVED FROM SITE
BY SITE SUPERINTENDANT NOTES
1. FOR GENERAL NOTES REFER DWG 002, WHICH IS TO BE
REQUESTED AND VIEWED PRIOR TO COMMENCEMENT OF
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CONSTRUCTION IF NOT SUPPLIED.
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2. THE CONTRACTOR WILL MAKE HIMSELF FULLY AWARE OF
THE EXISTING FEATURES OF THIS SITE AND ENSURE ANY
ADDITIONAL WORKS NOT SHOWN ON THIS PLAN ARE
21.8 149 151
OE RP160425 RP161234 INCLUDED IN THE CONTRACT.
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22.0
SURVEY, DBYD AND COUNCIL RECORDS. IT IS THE
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LOCATION AND DEPTH PRIOR TO CARRYING OUT ANY
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22.2
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OE EXISTING SEWER SERVICE TO BE 5. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS
OE DISCONNECTED AND CAPPED
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22.4
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22.6
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22.8
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22.8 DISCONNECTED PRIOR TO DEMOLITION WORKS BEGINNING.
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8. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS
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23.0
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23.0
22.8
WORKS CAN COMMENCE.
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RP161234 ADJOINING PROPERTIES AND COUNCIL ROADS AND VERGES
23.2
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PRIOR TO COMMENCEMENT OF ANY WORKS ON SITE.
148
10. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING
RP160425
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23.0 STRUCTURES, ROADS AND SERVICES WITHIN LIMIT OF
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23.4 WORKS AND REMOVE FROM SITE U.N.O.
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23.6 RELOCATION OR ALTERATIONS.
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23.6 23.2
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ADJACENT BOUNDARY
PROPOSED BOUNDARY
EXISTING WATER SERVICE TO BE EXISTING DRIVEWAY TO EXISTING TREES TO BE
DISCONNECTED AND CAPPED OFF BE DEMOLISHED AND REMOVED, MULCHED AND EXISTING FENCE
DURING CONSTRUCTION REMOVED FROM SITE DISPOSED OF OFF-SITE
EXISTING BUILDING
EXISTING KERB AND CHANNEL
OE EXISTING ELECTRICITY
t t EXISTING TELSTRA
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S S EXISTING SEWER
EXISTING STORMWATER MANHOLE
EXISTING WATER FIRE HYDRANT
EXISTING WATER METER
EXISTING SEWER CHAMBER
EXISTING TREE
EXISTING TREE TO BE REMOVED
1 0 1 2 3 4 5
SCALE (metres)
1 : 100 (FULL SIZE)
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
3 DELORME STREET, NOOSA HEADS
TITLE: STATUS:
CAPITAL PRUDENTIAL
EXISTING FEATURES FOR APPROVAL
3 DELORME STREET, NOOSA HEADS
© ABN 89 647 469 707 JARO BAULEKA AND DEMOLITION PLAN NOT FOR CONSTRUCTION
75 NOOSA DRIVE RPEQ: 20693
01 26/08/222 ISSUED FOR APPROVAL MVP JAC JB SCALE:
NOOSA HEADS, QLD 4567
REV DATE DESCRIPTION DWN CHK APP DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
+61 7 5211 1003
1:100 DATE: 26/08/22 SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
003 20220198 A1 01
Section 4
N NEW CONNECTION TO
EXISTING SEWER SERVICE
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NOTES
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1. FOR GENERAL NOTES REFER DWG 002,
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t
W W EXSTING WATER
W
S S EXISTING SEWER
EXISTING STORMWATER MANHOLE
NEW CONNECTION TO PROPOSED 200mm WIDE EXISTING WATER FIRE HYDRANT
EXISTING WATER SUPPLY [email protected]%
EXISTING WATER METER
EXISTING SEWER CHAMBER
EXISTING TREE
EXISTING TREE TO BE REMOVED
PROPOSED CONCRETE
PROPOSED RETAINING WALL
PROPOSED STORMWATER PIPE
> > > PROPOSED ACODRAIN
1 0 1 2 3 4 5
SCALE (metres)
1 : 100 (FULL SIZE)
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
3 DELORME STREET, NOOSA HEADS
TITLE: STATUS:
CAPITAL PRUDENTIAL
PROPOSED LAYOUT FOR APPROVAL
3 DELORME STREET, NOOSA HEADS
© ABN 89 647 469 707 JARO BAULEKA NOT FOR CONSTRUCTION
75 NOOSA DRIVE RPEQ: 20693
01 26/08/222 ISSUED FOR APPROVAL MVP JAC JB SCALE:
NOOSA HEADS, QLD 4567
REV DATE DESCRIPTION DWN CHK APP DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
+61 7 5211 1003
1:100 DATE: 26/08/22 SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
010 20220198 A1 01
Section 5
N
C D
CUT/FILL DEPTH RANGE
021 021
LOWER VALUE UPPER VALUE COLOUR
-1.80 TO -2.00 m
W
-1.60 TO -1.80 m
149 151 -1.40 TO -1.60 m
OE RP160425 RP161234
t
OE
-1.20 TO -1.40 m
W
OE -1.00 TO -1.20 m
TOW 22.60 TOW 22.90
OE BOW 22.30 BOW 22.25 -0.80 TO -1.00 m
t
OE TPIT
H =0.30m H =0.65m
W
-0.60 TO -0.80 m
EP
OE / / / / / / / / / -0.40 TO -0.60 m
OE
OE
OE -0.20 TO -0.40 m
SW
SW
SW
SW
t
OE
SW
SW
/
W
0 TO -0.20 m
0 TO 0.20 m
OE
0.20 TO 0.40 m
t
FFL 23.00
OE
/
W
0.40 TO 0.60 m
B GARAGE
FFL 23.00 0.60 TO 0.80 m
021
S
UNIT 2
t
0.80 TO 1.00 m
/
W
23.
FFL 23.02 SWIMMING
0 1.00 TO 1.20 m
POOL
FFL 22.90 1.20 TO 1.40 m
tOE
153
S
DELORME ST
23.2 RP161234 1.40 TO 1.60 m
W
1.60 TO 1.80 m
23.4
/
23.4 1.80 TO 2.00 m
S
t
W
23.6
OE
23.6
S
t
/
EARTHWORKS VOLUMES
W
8
23.
SWIMMING
EARTHWORKS VOLUMES FROM EXISTING
UNIT 1 POOL
SURFACE TO DESIGN SURFACE
S
FFL 24.02 FFL 23.90
t
A
E
CUT = 249m³
/
GARAGE
O
W
021 FFL 24.00 FILL = 281m³
FFL 24.00 PROPOSED BALANCE = 32m³
S>
SPREADER
t
W
TOW 23.90
>
BOW 23.90
NIC
H =0.00m
24
OE
/
SW
SW
>S
SW
SW
SW
SW
LEGEND:
t
> > > > > > > > > > > > > > >
W
/ / > > > > > > > > > >
/ / / EX SL 24.027
/ / / / PROPOSED BOUNDARY
/ / NEW SL 23.595
Ø150 SEWER PIPE IL 23.055 ADJACENT BOUNDARY
S
ACODRAIN IL 23.595
t
CLEARANCE 0.39m 40.5 EXISTING MAJOR CONTOUR
TOW 24.40 TOW 24.10
W
BOW 24.20 BOW 23.80
OE
EXISTING MINOR CONTOUR
H = 0.2m 147 H =0.30m
154
RP160425 EXISTING FENCE
RP161234
S
t
EXISTING BUILDING
W
EXISTING KERB AND CHANNEL
OE EXISTING ELECTRICITY
t t EXISTING TELSTRA
W W EXSTING WATER
S S EXISTING SEWER
EXISTING STORMWATER MANHOLE
EXISTING WATER FIRE HYDRANT
EXISTING WATER METER
EXISTING SEWER CHAMBER
EXISTING TREE
EXISTING TREE TO BE REMOVED
40.5 PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED RETAINING WALL
PROPOSED STORMWATER PIPE
> > > PROPOSED CONCRETE
1 0 1 2 3 4 5
SCALE (metres)
1 : 100 (FULL SIZE)
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
3 DELORME STREET, NOOSA HEADS
TITLE: STATUS:
CAPITAL PRUDENTIAL
EARTHWORKS PLAN FOR APPROVAL
3 DELORME STREET, NOOSA HEADS
© ABN 89 647 469 707 JARO BAULEKA NOT FOR CONSTRUCTION
75 NOOSA DRIVE RPEQ: 20693
01 26/08/222 ISSUED FOR APPROVAL MVP JAC JB SCALE:
NOOSA HEADS, QLD 4567
REV DATE DESCRIPTION DWN CHK APP DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
+61 7 5211 1003
1:100 DATE: 26/08/22 SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
020 20220198 A1 01
Section 6
GARAGE DINING TERRACE SWIMMING POOL
UNIT 1 UNIT 1 UNIT 1 UNIT 1
DELORME ST 153
BOUNDARY
RP161234
BOUNDARY
EXISTING SURFACE DESIGN SURFACE
10.0% 0.5% 12.5% FFL 24.00 FFL 24.02 FFL 24.00 FFL 23.90
EARTHWORKS SURFACE
A BULK EARTHWORKS
020 SECTION SCALE 1:100
GARAGE DINING TERRACE SWIMMING POOL
UNIT 2 UNIT 2 UNIT 2 UNIT 2
DELORME ST 153
BOUNDARY
RP161234
BOUNDARY
FFL 23.00 FFL 23.02 FFL 23.00
B BULK EARTHWORKS
020 SECTION SCALE 1:100
PATH GARAGE GARAGE PATH
UNIT 2 UNIT 2 UNIT 1 UNIT 1 147
BOUNDARY
RP160425
149
PROPOSED LANSCAPE WALL
RP160425
OW
BOUNDARY
EXTERNAL FL
FFL 23.97 FFL 24.00 FFL 23.90
DESIGN SURFACE
FFL 22.90 FFL 23.00
EARTHWORKS PROPOSED 200mm PROPOSED RETAINING WALL
SURFACE WIDE ACODRAIN H = 0.3m
PROPOSED
PROPOSED EXISTING SURFACE RETAINING WALL
RETAINING WALL H = 1.1m
H = 0.6m
C BULK EARTHWORKS
020 SECTION SCALE 1:100
PATH TERRACE DINING DINING TERRACE PATH
UNIT 2 UNIT 2 UNIT 2 UNIT 1 UNIT 1 UNIT 1
147
BOUNDARY
RP160425
PROPOSED LANSCAPE WALL
149
BOUNDARY
OW
RP160425 EXTERNAL FL
FFL 24.02 FFL 24.00 FFL 23.90
DESIGN SURFACE
FFL 22.90 FFL 23.00 FFL 23.02
EARTHWORKS PROPOSED 200mm PROPOSED RETAINING WALL
PROPOSED SURFACE WIDE ACODRAIN H = 0.3m
PROPOSED EXISTING SURFACE RETAINING WALL
RETAINING WALL H = 1.1m
H = 0.7m
D BULK EARTHWORKS
020 SECTION SCALE 1:100
1 0 1 2 3 4 5
SCALE (metres)
1 : 100 (FULL SIZE)
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
3 DELORME STREET, NOOSA HEADS
TITLE: STATUS:
CAPITAL PRUDENTIAL
EARTHWORKS SECTIONS FOR APPROVAL
3 DELORME STREET, NOOSA HEADS
© ABN 89 647 469 707 JARO BAULEKA NOT FOR CONSTRUCTION
75 NOOSA DRIVE RPEQ: 20693
01 26/08/222 ISSUED FOR APPROVAL MVP JAC JB SCALE:
NOOSA HEADS, QLD 4567
REV DATE DESCRIPTION DWN CHK APP DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
+61 7 5211 1003
1:100 DATE: 26/08/22 SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
021 20220198 A1 01
Section 7
SEDIMENT RELEASE GUIDELINES ENVIRONMENTAL OUTCOME BY PROVIDING STORAGE 2. SEDIMENT AND EROSION CONTROL DETAILS SHOWN ARE SILT CONTROL APPLICATIONS.
SEDIMENT AND EROSION CONTROL: FOR THE CAPTURE AND TREATMENT OF RUN-OFF MINIMUM REQUIREMENTS. IT IS THE CONTRACTORS 6. THE BULK EARTHWORKS AND SEDIMENT CONTROL LAYOUT
N
1. ALL RELEASES OF STORMWATER CAPTURED ONSITE, FROM THE IMMINENT RAINFALL AND RUN-OFF. RESPONSIBILITY TO INSTALL ADDITIONAL CONTROL PLAN SHALL BE READ IN CONJUNCTION WITH THE
CONTRACTOR TO ALLOW FOR PROVISION OF ALL
REQUIRED SEDIMENT AND EROSION CONTROL UNLESS OTHERWISE NOTED IN THIS STANDARD, MUST NOT2.3. ALL REASONABLE AND PRACTICABLE STEPS HAVE MEASURES AS DEEMED NECESSARY THROUGHOUT APPROVED DRAWINGS.
DEVICES IN ACCORDANCE WITH IECA AND COUNCIL EXCEED THE FOLLOWING LIMITS: BEEN TAKEN TO TREAT THE WATER WITHIN CONSTRUCTION. 7. PRIOR TO COMMENCEMENT OF CONSTRUCTION APPROVAL
POLICIES AND GUIDELINES 1.1. 50mg/L OF TOTAL SUSPENDED SOLIDS (TSS) AS A BEST-PRACTICE TIME FRAMES; 3. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL IS TO BE OBTAINED FROM THE SUPERINTENDENT FOR THE
MAXIMUM CONCENTRATION; 2.4. FLOCCULENT HAS BEEN APPROPRIATELY APPLIED AND SEDIMENT CONTROL DEVICES IN A FUNCTIONAL ORDER LOCATION OF THE SITE ACCESS POINT AND WASH DOWN
1.2. TURBIDITY (NTU) VALUE LESS THAN 10% ABOVE THE CONCENTRATION OF TSS IN THE CAPTURED AND REPLACE ALL BLOCKED SEDIMENT DEVICES AS AREA WHICH ARE TO BE MAINTAINED THROUGHOUT THE
LEGEND BACKGROUND; WATER HAS ALREADY SIGNIFICANTLY DECREASED. REQUIRED UNTIL SUCCESSFUL OFF MAINTENANCE OF CONSTRUCTION PERIOD.
TURF STRIP 1.3. pH VALUE MUST BE IN THE RANGE 6.5 TO 8.5 EXCEPT3. FOR ALL OTHER STORMWATER RELEASES, FLOWS AND WORKS. 8. IF SEDIMENT AND EROSION CONTROL DEVICES HAVE BEEN
WHERE, AND TO THE EXTENT THAT, THE NATURAL DISCHARGES FROM THE SITE, THE RELEASE LIMIT 4. CONSTRUCTION OF ALL SEDIMENT MANAGEMENT DEVICES FOUND TO BE DIFFERENT OR FAILED IN SERVICE,
SEDIMENT FENCE RECEIVING WATERS LIE OUTSIDE THIS RANGE. PRESCRIBED IN (1a) ABOVE MUST NOT BE EXCEEDED TO THE SATISFACTION OF THE SUPERINTENDENT. SHALL BE CORRECTIVE ACTION IS TO BE UNDERTAKEN IMMEDIATELY
//
2. THE CONCENTRATION OF TSS RELEASED BY DEWATERING UNLESS THE DEVELOPMENT IS IN FULL COMPLIANCE WITH COMPLETED AND EFFECTIVE PRIOR TO: WHICH MAY INCLUDE AMENDMENTS' ADDITIONS TO THE
KERB INLET FILTER MAY ONLY EXCEED 50mg/L WHERE IT CAN BE THIS STANDARD. a. STRIPPING OF TOPSOIL AND GRASS. ORIGINAL APPROVED EROSION CONTROL PLANS. SUCH
DEMONSTRATED AND SUPPORTED THROUGH b. BULK EARTHWORKS TO THE SITE. AMENDMENTS ARE TO BE APPROVED BY SUPERINTENDENT,
DOCUMENTATION THAT: SEDIMENT CONTROL c. SERVICES INSTALLATION. IF DEEMED NECESSARY AND RELEVANT.
CONSTRUCTION ENTRY 2.1. FURTHER SIGNIFICANT RAINFALL IS FORECAST TO d. PAVEMENT CONSTRUCTION 9. OVERALL
1. ALL SEDIMENT AND EROSION CONTROL MEASURES TO BE IN
5. ALL SEDIMENT MANAGEMENT MEASURES ARE TO REMAIN IN a. TEMPORARY DRAINAGE CONTROL FLOWS SHOULD BE
OCCUR BEFORE THE TSS CONCENTRATION IS LIKELY
ACCORDANCE WITH INTERNATIONAL EROSION CONTROL PLACE UNTIL INSTRUCTION IS RECEIVED IN WRITING FROM DIVERTED AROUND THE WORK SITE WHERE POSSIBLE.
CATCH DRAIN TO BE REDUCED TO 50mg/L;
ASSOCIATION (IECA) AUSTRALIA GUIDELINES AND THE THE SUPERINTENDENT TO REMOVE ALL OR PART OF THE b. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO
2.2. RELEASING A HIGHER CONCENTRATION OF TOTAL
SPECIFICATIONS. BE INSTALLED AND BE OPERATIONAL BEFORE
SUSPENDED SOLIDS WILL RESULT IN A BETTER
COMMENCING UP-SLOPE EARTHWORKS.
c. IN AREAS WHERE RUNOFF TURBIDITY IS TO BE
CONTROLLED, EXPOSED SURFACES TO BE EITHER
PROVIDE CONSTRUCTION PROVIDE FABRIC WRAP INLET PROVIDE SEDIMENT FENCE TO
SHAKEDOWN ENTRY AS PER PROTECTION TO PITS DURING DOWNSTREAM BOUNDARY AS PER MULCHED, COVERED WITH EROSION CONTROL
NSC STD DWG ESC-01 CONSTRUCTION WORKS AS PER NSC STD DWG ESC-04 & ESC-05 BLANKETS OR TURFED IF EARTHWORKS ARE EXPECTED
NSC STD DWG ESC-02 TO BE DELAYED FOR MORE THAN 14 DAYS.
W
SEDIMENT FENCE
149 151 10. FOR SEDIMENT FENCE STANDARD DETAIL AND
OE RP160425 RP161234 SPECIFICATION REFER TO INTERNATIONAL EROSION
t
OE
CONTROL ASSOCIATION AUSTRALASIA (IECA) BEST
W
OE PRACTICES STANDARD DRAWINGS SF-01 AND SF-02
SEDIMENT FENCE.
OE
t
OE
TEMPORARY CONSTRUCTION ENTRY/EXIT
TPIT
W
EP
OE
// // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // //
/
// // // // //
/
// // // // // //
/
// // // // // // // //
/ // // // // // // // //
/
// // // // // //
/ // // // // // // // //
/ // // // // // // // // //
/ // // // // //
/ // // // //
11. FOR CONSTRUCTION ENTRY / EXIT STANDARD DETAIL AND
OE SPECIFICATION REFER TO INTERNATIONAL EROSION
//
OE
//
OE CONTROL ASSOCIATION AUSTRALASIA (IECA) BEST
SW
SW
SW
SW
t
OE
SW
//
SW
/
PRACTICES STANDARD DRAWINGS EXIT-01 AND EXIT-02
W
//
CONSTRUCTION EXIT - ROCK PAD (CONSTRUCTION SITES
//
//
OE ONLY), EXIT-03 - ROCK PADS FOR BUILDING SITES AND
//
EXIT-04 AND EXIT-05 CONSTRUCTION EXIT - VIBRATION
t
//
OE
/
GRID.
W
//
//
//
KERB INLET
//
S
12. FOR KERB INLET STANDARD DETAIL AND SPECIFICATION
//
t
REFER TO INTERNATIONAL EROSION CONTROL
/ //
W
23.
//
0 ASSOCIATION AUSTRALASIA (IECA) BEST PRACTICES
//
STANDARD DRAWING ESC-03 KERB INLET SEDIMENT TRAPS
//
tOE
153
S
//
DELORME ST
23.2 RP161234
REVEGETATION
//
W
//
148 13. FOR REVEGETATION STANDARD SPECIFICATION REFER TO
//
23.4 RP160425
/
INTERNATIONAL EROSION CONTROL ASSOCIATION
//
23.4
AUSTRALASIA (IECA) BEST PRACTICES STANDARD DRAWING
S
//
t
//
R-01 REVEGETATION GENERAL.
W
//
23.6
OE
//
23.6 FIELD INLET
//
//
14. FOR FIELD INLET STANDARD DETAIL AND SPECIFICATION
S
t
//
REFER TO INTERNATIONAL EROSION CONTROL
/
W
//
8
23. ASSOCIATION AUSTRALASIA (IECA) BEST PRACTICES
//
STANDARD DRAWING ESC-02 GRATED STORMWATER
//
//
(FIELD) INLET SEDIMENT TRAP.
S
//
t
E
/ //
O
W
OPERATION AND MAINTENANCE
//
//
15. IN ACCORDANCE WITH NC ESC GUIDELINES, ALL ESC
//
S>
MEASURES SHALL BE INSPECTED:
//
t
· AT LEAST DAILY (WHEN WORK IS OCCURRING ON SITE)
//
W
OR WEEKLY (WHEN WORK IS NOT OCCURRING ON SITE)
//
>
The text continues on section 8.