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Axedale-Goornong Road, Fosterville Gb4420 Blackspot Road Safety Upgrades

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Axedale-Goornong Road, Fosterville Gb4420 Blackspot Road Safety Upgrades AXEDALE-GOORNONG ROAD, FOSTERVILLE GB4420 BLACKSPOT ROAD SAFETY UPGRADES PROJECT SUMMARY - Formation Widening AXEDALE-GOORNONG ROAD - Safety Barrier Installation NOVEMBER 2019 - Curve Realignment DOCUMENT CONTROL CAMPASPE ROAD No. xx/xx/xx DESC. SHEET SHEET 16/09/2019 11/11/2019 13/08/2019 CONCEPT DRAFT TENDER CONSTRUCTION REVISION REVISION REVISION REVISION 1 COVER SHEET A B D GENERAL NOTES & TYPICAL 2 A B D SECTIONS 1 3 TYPICAL SECTIONS 2 A B D 4 LAYOUT PLAN 1 A B D AXEDALE-GOORNONG ROAD 5 LAYOUT PLAN 2 A B D 6 LAYOUT PLAN 3 A B D 7 LAYOUT PLAN 4 A B D 8 LAYOUT PLAN 5 A B D 9 LAYOUT PLAN 6 A B D 10 LONGITUDINAL SECTION 1 - B D 11 LONGITUDINAL SECTION 2 - B D 12 CROSS SECTIONS 1 - B D 13 CROSS SECTIONS 2 - B D 14 CROSS SECTIONS 3 - B D 15 CROSS SECTIONS 4 - B D 16 CROSS SECTIONS 5 - B D 17 LONGITUDINAL SECTION 3 - B D 18 LONGITUDINAL SECTION 4 - B D LONGITUDINAL SECTION - 19 - B D CAMPASPE ROAD INTERSECTION 20 CROSS SECTIONS 6 - B D 21 CROSS SECTIONS 7 - B D 22 CROSS SECTIONS 8 - B D 23 CROSS SECTIONS 9 - B D 24 CROSS SECTIONS 10 - B D 25 CROSS SECTIONS 11 - B D 26 CROSS SECTIONS 12 - B D 27 CROSS SECTIONS 13 - B D LOCALITY MAP 28 CROSS SECTIONS 14 - B D PROJECT EXTENTS AMENDMENTS Survey 360 DEGREES SURVEYING PTY LTD 18/07/2019 Revision Description Approved by Date CITY OF GREATER BENDIGO Design B. MACFARLANE (TPD) 11/11/2019 A CONCEPT - 13/08 Checked - - ISSUED FOR B DRAFT - 16/09 AXEDALE-GOORNONG ROAD Approved by - - D TENDER - 11/11 Scale: - Revision : D TENDER ONLY FOSTERVILLE NOT FOR CONSTRUCTION Original sheet size: A3 File : 19055.dwg BLACKSPOT SAFETY UPGRADES Sheet: Reference: Plot Date: 13/11/2019 1 OF 28 COVER SHEET GB4420 Plotted By: TPD GENERAL NOTES Pavement / Fill Notes 1. Compaction and testing of road pavements is to be in accordance with the requirements of VicRoads Standard Specifications for Roadworks (Section 304) unless noted otherwise.Testing must be carried out by a N.A.T.A. approved laboratory, or by calibrated nuclear densometer test to the relevant Australian Standard. 2. Compaction tests are to be undertaken in the following locations: 2 - At 3 depth of the pavement layer - At alternating sides of the road 3.00m - 1.0m in from the seal edge or lip of kerb - At even spacings. BARRIER OFFSET 3. The number of compaction tests shall comply with the table below: FROM LANE Location Number of Compaction tests VARIES 1.50 1.00 1.00 3.50 3.50 1.00 2.00 1.00 1.00 VARIES VARIES Straights and curves 1 per 100m length of works (alternate sides for widening only areas) TRAFFIC LANE TRAFFIC LANE 4. Copies of the geo technical results are to be submitted to the Superintendent. 5. Subbase and base materials are to be at 85% Optimum Moisture Content (OMC) during compaction, and maintained at 85% OMC until proof rolling 6. Typical Compaction levels required (unless noted otherwise): POINT POINT - Subgrade: To be compacted to a minimum density ratio of 100% of the Standard Maximum Dry Density (SMDD) BATTER BATTER BATTER NEW HINGE PROPOSED PROPOSED - Subbase: To be compacted to a minimum density ratio of 96% of the Modified Maximum Dry Density (MMDD) NEW HINGE EDGE OF SEAL EDGE OF SEAL ROPE BARRIER TOE OF BATTER - Base: To be compacted to a minimum density ratio of 98% of the Modified Maximum Dry Density (MMDD) TOE OF BATTER 7. Proof Rolling of the subgrade, sub base and base must be undertaken at the expense of the Contractor in accordance with AS3798 and the PROPOSED WIRE requirements of section 173 and 204.12 of the VicRoads Specification. The Superintendent must be present during the proof rolling. The 1 IN 4 subgrade must not deflect more than 2mm vertically within 300mm of the test roller in isolated locations. PROPOSED EDGE LINE PROPOSED EDGE LINE PROPOSED CENTRELINE VARIES 8. Identification and treatment of soft areas during proof rolling shall be dealt with as per Sections 12.7.11 and 12.7.12 of the IDM or at the -3 to 6% VARIES discretion of the Superintendent. VARIES 9. All fill earthworks are to be in accordance with VicRoads Specification Section 204. Desirable 1 in 4 -3 to -6% 10. All fill materials are to be approved by the Superintendent prior to being imported onto the works site, and unless noted otherwise are to be a (Max 1 in 2) clean clay based material free of vegetation matter or contaminants. 1 IN 6 11. Compaction shall comply with the requirements of VicRoads Specification Section 204. 1 IN 2 12. All filling is to comply with AS3798-1996 Appendix B, Level 1 (or 2) as specified SELECT 13. The Contractor is responsible for ensuring that all imported fill material, including topsoil, satisfies the description for clean fill material in EPA FILL Bulletin Publication No 448 (Sep 95) and subsequent revisions. The Contractor shall if required provide verification including test certificates to the Superintendent Safety Barrier Notes 1. Refer to Vicroads RDN06-04 - 'Approved Safety Barrier Products' for suitable guard fence & terminal types. Drainage Construction Notes 1. All new drainage pipes laid under driveways are to be FJ, are to be laid 50mm lower than the adjoining table drains and are to project 1.0m TYPICAL CROSS SECTION CURVE 1 (WRSB): ROAD REALIGNMENT (CH115.50 TO 495.00m) past the driveway area. 2. All pipes laid outside of road pavement areas (under driveways) are to have their trenches backfilled with clean clay material up to 50mm below finished surface level. This backfill is to be compacted to 95% SMDD in accordance with AS12895.1.1-2003. The remaining 50mm of the trench shall then be backfilled with Class 3 FCR unless noted otherwise 3. All table drains and verges are to be reinstated upon completion of the Works to the satisfaction of the Superintendent. Vegetation Notes 1. No tree or native vegetation is to be disturbed or removed without prior approval from the Superintendent. 2. If tree roots are discovered during excavation Work, Works in the immediate area shall cease until the Superintendent has inspected, and approved Works to proceed Construction Notes PAVEMENT DETAILS - FULL RECONSTRUCTION 1. All existing guideposts and delineators are to be removed from the project area prior to design guideposts/delineators being installed 2. Any road signage not marked for removal that is within the project area is to be removed prior to commencement and reinstated once works are completed SEAL: - Size 14/7mm 2 Coat Primerseal 3. All Works to be carried out in accordance with the Approved Plans, Specifications, and referenced Standard Drawings to the satisfaction of the superintendent BASE: 160mm Class 1 FCR (20mm) 4. Where Works are in the vicinity of existing services, these services are to be located and exposed/proved prior to commencement of the work. Compact to a min. of 98% MMDD (min CBR 80) 5. Council are to be notified seven days prior to the commencement of Works with a Pre-commencement meeting to be held between CoGB and *REFER VICROADS RDN06-04 - 'APPROVED SAFETY the Contractor. SUB BASE: 120mm Class 3 FCR (20mm) BARRIER PRODUCTS' FOR WIRE ROPE SAFETY 6. Prior to commencement of the Works, the Contractor shall provide the following: Compact to a min. of 96% MMDD (min CBR 30) BARRIER DETAILS. - Source of quarry material - N.A.T.A. approved test results for the F.C.R that is to be used SUB GRADE: 250mm Insitu Stabilised - Storage location of any spoil being stored onsite 30/40/30 GP/Slag/Lime blend (12kg/m²) - Trucking route for any spoil being removed from site MIN TOTAL: 530mm 7. Prior to commencement of Works on site, the Contractor must ensure that all matters relating to the OH&S act 1985, have been and will be - All other fill areas are to be filled with approved clean material free of vegetative matter and compacted to 100% SMDD. complied with 8. On the commencement of construction Works, the Contractor must comply with the recommendation of the Environment Protection Authority publication "Construction Techniques for Sediment Pollution Control”. Appropriate siltation control is to be maintained throughout the construction and maintenance period of the Works. 9. All service conduit trenches under road pavements, under footpaths and under swales are to be backfilled as per COGB SD20 unless noted PAVEMENT DETAILS - WIDENING otherwise. Compaction standards noted in SD20 shall be achieved 10. All existing assets affected by the Works (eg signs vehicle crossings, footpaths, kerb and line marking) shall be reinstated by the Contractor by the completion of Works, to the satisfaction of the superintendent SEAL: - Size 14/7mm 2 Coat Primerseal 11. At the completion of all Works, all rubbish, debris and surplus spoil shall be removed and the site shall be cleared to the satisfaction of the *REFER VICROADS RDN06-04 - 'APPROVED SAFETY superintendent BARRIER PRODUCTS' FOR WIRE ROPE SAFETY 12. All disturbed areas (eg Nature strips, batters, allotments and reserves) are to be reinstated to a clean, tidy condition BASE: 150mm Class 1 FCR (20mm) BARRIER DETAILS. 13. Guideposts are to be installed at the conclusion of the construction works in accordance with the plans and VicRoads Traffic Engineering Compact to a min. of 98% MMDD (min CBR 80) Volume 2 section 23 General Notes - All other fill areas are to be filled with approved clean material free of vegetative matter and compacted to 100% SMDD.
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