Eathworks Embankment hold point and checklist– VERSION 1 DRAFT
EARTHWORKS EMBANKMENT Hold Point and Checklist
Inspection & Testing Plan (Checklist)
This document is to be completed in conjunction with the Planning Scheme Policy – Operational Works Application and Construction Requirements of the Mackay Region Planning Scheme 2017. Please submit your completed request with all the required supporting material to [email protected].
1. Earthworks Embankment: -
Description: ITP No: C12
Project Name: Lot No:
Project No: Date:
TASK WHEN & TEST FREQUENCY ITP
/ WS
HP WP
Resp. CONFORM
(Y/N) Sign & Date Inspections/Control Points
1 Preliminary Inspections and testing
Underlying and adjacent lots conform.
Yes ☐ No ☐ Approval to proceed, construction procedure documented and available for Council’s perusal and review if required.
Lot register updated
Visual 1/Lot ITP HP RPEQ or
S/intendent
Prior to earthworks
commencing WP Council
Site controls surveyed and set out
Visual Site ITP WP RPEQ or
S/intendent Prior to earthworks
commencing WP Council
Services located and potholed, prior to commencing earthworks,
Relevant service authority have provided permission to relocate services.
If not relocating, service protected from damage for duration of works
Visual 1/Lot ITP HP RPEQ or
S/intendent
Prior to earthworks
commencing HP Council
Erosion and sediment control measures are in place for this activity and as per approved plan.
Visual 1/Lot ITP HP RPEQ or
S/intendent As per project
environment plan and WP Council
Eathworks Embankment hold point and checklist– VERSION 1 DRAFT
No works are to commence until ESC measures are
Erosion and Sediment Control Plan
Approval to proceed with embankment earthworks
Visual 1/Lot ITP HP RPEQ or
S/intendent Prior to earthworks
commencing HP Council
2 Construction Batter Slopes
Embankment slopes shall be as per the approved drawings (C213.27 and C213.28) and within geometric tolerances +/- 300mm as per table C213.3
Imported Material
Imported material identified for suitable for reuse as embankment material shall be approved by the RPEQ or
S/intendent.
Foundations of Embankment
After stripping inspection by RPEQ and council to occur prior to
recompacting and trimming (C213.24)
Embankment floor to be graded and levelled
Compaction of 200mm below stripped level shall occur as per C213.24, C213.36, and CQC Sub- Annexure B1.
Unsuitable material identified to be removed and replaced with material as approved by the RPEQ or S/Intendent. Refer to Hold Point Form 23
Embankment activities carried out to plans and drawings.
Visual and Survey 1/Lot ITP WP
RPEQ or S/intendent
and Council
Visual and Test 1/Lot ITP WP
RPEQ or S/intendent
and Council
Visual and test 1/Lot ITP HP
RPEQ or S/intendent
and Council
Eathworks Embankment hold point and checklist– VERSION 1 DRAFT
Visual and test 1/Lot ITP HP
RPEQ or S/intendent
and Council
3 Post Construction All excavated unsuitable material disposed of as approved by RPEQ and/or Environmental Plan.
Visual 1/lot ITP HP RPEQ or
S/intendent As per approved
plans and
Environmental Plan
HP Council
Works Complete &
Conforms, inspection and reports submitted, and all Non Conformance Reports have been reviewed, outcomes approved by Council
Approval to proceed (Incl.
Test Results if appl. And survey results) with subgrade preparation..
Prior to Conformance Reported being endorsed
1/lot ITP HP RPEQ or
S/intendent
Visual HP Council
TASK WHEN & TEST FREQUEN
CY
WS / REPORT
WP HP Test Surv ey
Resp. CONFORM (Y/N) Sign & Date
Test Plan
1 Geometrics Floor levels prior to commencement of embankment activities
Prior to
commencement of embankment activities
1/Lot Survey
Sheet
Test Tester
Survey As per C213
Sub-Annexure
HP RPEQ or
S/intende nt
Eathworks Embankment hold point and checklist– VERSION 1 DRAFT
Batter slopes during and after embankment filling
B1
2 CBR test Material quality:
Prior to Subgrade activity approval commencing
1/Lot NATA Test Tester
Test AS1289.6.1.1 As per C213 Sub-
Annexure B1
HP RPEQ or
S/intende nt 3 Compaction and Moisture
Embankment floor
Prior to filling activities commencing.
Per Lot NATA Test Tester
Test
AS 1289.5.1.1, AS 1289.5.4.1, AS 1289.5.7.1
As per C213 Sub-
Annexure B1
HP RPEQ or
S/intende nt
2 . Process Checking Authority:
Resp. - Responsibility
Hold Point – Superintendent’s Representative (allow one day for response)
Witness Point – Superintendent’s Representative (one days’ notice required prior to inspection) Test – Designated authority to carry out compliance to specification
Survey - Designated authority to carry out compliance to specification
Conscientiously believing the above statements to be true and correct, signed on behalf of:
Name of Certifier:
RPEQ / AILA No:
Signature: Date:
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