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Approved plans and specifications
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STRUCTURAL NOTES: EARTHWORKS AND PAVEMENT NOTES:
GENERAL NOTES
REINFORCEMENT:
1. UPON COMPLETION OF WORKS THE AREAS AFFECTED BY THE WORKS ENVIRONMENTAL: 1. STRIP NATURAL SURFACE TOPSOIL TO 150mm OR DEEPER AS REQUIRED. REMOVE ANY
AND ASSOCIATED CONSTRUCTION ACTIVITIES SHALL BE CLEANED UP 17. CLEARING TREES ONLY AS REQUIRED. PRUNING OVER HANGING 1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE. UNSUITABLE MATERIAL AND REPLACE WITH SUBGRADE REPLACEMENT TO DETAILS ON
TO COUNCIL SATISFACTION. SHEET 011. TOPSOIL WITHIN WORKS AREA IS TO BE REMOVED, STOCKPILED, AND REUSED
BRANCHES PRIOR TO WORKS. LEAVE ROOT BALL IN BANK, IF POSSIBLE,
2. REINFORCEMENT IS REPRESENTED DIAGRAMMATICALLY AND NOT ON ALL DISTURBED AREAS TO A COMPACTED DEPTH OF 75mm.
OF TREES REMOVED ON CREEK.
2. ENSURE ALL CONSTRUCTION VEHICLES AND MACHINERY HAVE BEEN 2. CONTRACTOR SHALL OBTAIN ONE CBR TEST PER MATERIAL TYPE OR AT EVERY 100m OF
NECESSARILY SHOWN IN TRUE PROJECTION.
CLEANED IN ACCORDANCE WITH DAF VEHICLE AND MACHINERY 18. WORKS TO BE IN ACCORDANCE WITH: ROAD (2 TESTS MINIMUM).
CLEANDOWN PROCEDURES (2019) PRIOR TO ACCESSING SITE. 3. CONCRETE ROAD SL102 SLAB MESH AND SL82 CUTOFF WALL MESH TO 3. NATURAL SUBGRADE MINIMUM COMPACTION SHALL BE 97% RDD (RELATIVE DRY
18.1. OPERATIONAL WORK CONDITIONS FOR WATERWAY BARRIER
AS2780 SHALL BE LAPPED BY TWO TRANSVERSE WIRES PLUS 25mm. DENSITY).
DEMOLITION, EROSION & SEDIMENT PREPARATION: WORK DECISION NOTICE 2202-27372 SDA
BUNDLED BARS SHALL BE TIED TOGETHER AT 30 BAR DIAMETER 4. SUBBASE AND BASE COURSE SHALL BE COMPACTED TO 100% RDD AND TESTED IN
18.2. CONSTRUCTION EMP FOR THE PROJECT ACCORDANCE WITH MRTS05.
3. DEMOLITION MATERIAL TO BE REMOVED AND LEGALLY DISPOSED OF CENTRES WITH 3 WRAPS OF THE WIRE.
5. SUBGRADE, SUBBASE, AND BASE COURSES SHALL EACH BE PROOF-ROLLED USING A
OFF-SITE. REHABILITATION: FILLED WATER TRUCK UNDER THE SUPERVISION OF A SUITABLY QUALIFIED ENGINEER.
4. REINFORCEMENT OF BOX CULVERT SLAB, WINGWALLS, AND APRON
4. ALL EROSION AND SEDIMENT CONTROLS TO BE IN ACCORDANCE WITH 19. DISTURBED BATTERS OR CREEK BANKS TO BE MULCHED AND SHALL BE IN ACCORDANCE WITH SPECIFIED TMR STANDARD DRAWINGS 6. ASPHALT PAVEMENTS SHALL BE COMPACTED AND TESTED IN ACCORDANCE WITH
"BEST PRACTICE EROSION AND SEDIMENT CONTROL", INTERNATIONAL COVERED WITH JUTE COIR MATTING AND PINNED AS PER AND SPECIFICATIONS. MRTS30
EROSION CONTROL ASSOCIATION (IECA), AUSTRALASIA CHAPTER, 2008 MANUFACTURERS REQUIREMENTS. 7. PAVEMENT DESIGN IS BASED ON A CBR5 VALUE USING AUSTROADS GUIDE TO PAVEMENT
AND IPWEA STD DRGs DS-040 AND DS-041, TO THE SATISFACTION OF 5. WELDING OF REINFORCEMENT IS NOT PERMITTED WITHOUT THE TECHNOLOGY PART 2. WHERE INSITU CBR TESTING RESULTS IN A CBR VALUE LOWER
THE SUPERINTENDENT. 20. PLANT WITH NATIVE GROUND COVERS e.g. LOMANDRA HYSTRIX AND THAN 3%, SUBGRADE REPLACEMENT PER "DESIGN PAVEMENT SECTION" ON SHEET 08
APPROVAL OF THE SUPERINTENDENT.
DIANIELLA CAERULEA, AT 0.3m CENTRES IN ACCORDANCE WITH SHALL BE INSTALLED.
5. TEMPORARY STORMWATER DEVICES INCLUDING COFFER DAMS TO BE COUNCIL'S LANDSCAPING CODE. 8. DESIGN ESA's ARE BASED ON NOOSA COUNCIL PLANNING SCHEME CLASSIFICATION.
IN PLACE DURING CONSTRUCTION TO ALLOW FOR FLOW OF CREEK 6. ALL REINFORCEMENT TO BE SUPPORTED IN ITS CORRECT POSITION
21. DISTURBED AREAS ADJACENT TO ROADWAYS TO BE SEEDED WITH DURING CONCRETING BY APPROVED BAR CHAIRS, SPACERS OR 9. PAVEMENT WORKS SHALL BE IN ACCORDANCE WITH MRTS 04, 05, 11, 12, & 30 TECHNICAL
AND PROTECTION OF STAGED CONSTRUCTION AREAS. USE OF SPECIFICATIONS.
NATIVE GRASSES AND GROUND COVERS. SUPPORT BARS.
EXISTING CAUSEWAY/PIPES IS REQUIRED. 10. CONTRACTOR SHALL MEET ALL COSTS ASSOCIATED WITH TESTING.
6. NEW CONSTRUCTION SHALL INTERFACE NEATLY INTO THE EXISTING 7. REINFORCING BARS TO BE AS4671:2001 WITH 60mm MIN. CLEARANCE. 11. IF ANY ADDITIONAL IMPORTED FILL IS REQUIRED, THE MATERIAL SHALL BE MINIMUM TYPE
TERRAIN AND CHANNEL BANKS. 2.5 MEETING MRTS 04 AND 05 REQUIREMENTS.
7. INSTALL TREE PROTECTION ZONE (TPZ) FENCING PRIOR TO WORKS ON CONCRETE:
SITE.
1. NO HOLES, CHASES OR EMBEDMENT OF PIPES OTHER THAN THOSE
EXISTING VEGETATION: SHOWN ON THE DRAWINGS TO BE MADE IN CONCRETE MEMBERS REQUIRED HOLD POINT INSPECTIONS :
WITHOUT PRIOR APPROVAL OF THE SUPERINTENDENT. · CONSTRUCTION PRE-START MEETING
8. WEED TREATMENT TO BE UNDERTAKEN PRIOR TO CLEARING TO · SET OUT OF CULVERTS AND CONCRETE ROAD
REDUCE THE RISK OF SPREADING WEEDS. 2. CONSTRUCTION JOINTS TO BE PROPERLY FORMED AND USED ONLY · PLACEMENT OF COFFER DAMS/DE-WATERING BUND
9. ALL EXISTING VEGETATION WITHIN THE CHANNEL AND ROAD RESERVE WHERE SHOWN OR SPECIFICALLY APPROVED BY THE · BASE PREPARATION AND PROOF ROLLING
THAT IS IMPACTED BY THE WORKS IS TO BE REMOVED & DISPOSED OF SUPERINTENDENT. CONTRACTOR TO ENSURE STRUCTURE IS WATER · CONCRETE PRE-POURS FOR EACH ROAD SECTION, WING
OFF-SITE. REMOVED TREES SHALL BE OFFSET BY AN ADDITIONAL PROOF. WALL/HEADWALL, BASE SLABS, AND APRONS
THREE TREES AS DIRECTED BY COUNCIL. · RCBC LAYING
3. EXPOSED EDGES TO BE CHAMFERED 20mm. · ROCK SCOUR PROTECTION INCLUDING ROCK TO BE USED AND
10. ENSURE WORKS ARE IN ACCORDANCE WITH TREE PROTECTION EXTENTS OF FILL
REQUIREMENTS. REFER TO AUSTRALIAN STANDARD AS4970-2009. 4. CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF AS3600 WITH · FINAL INSPECTION
CONCRETE GRADE TO THE MINIMUM 28 DAY COMPRESSIVE STRENGTH.
SERVICE LOCATIONS:
5. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH
11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE
AS3600.
RELEVANT SERVICE UTILITY PROVIDERS TO CONFIRM THE LOCATION
OF ALL EXISTING SERVICES PRIOR TO COMMENCEMENT OF WORKS.
6. CONCRETE ROAD NOT TO BE TRAFFICKED ON UNTIL CONCRETE
SURFACE LEVELS: STRENGTH HAS REACHED 32MPa (APPROXIMATELY 7 DAYS) AS
DETERMINED BY TESTING OF SITE CURED CYLINDERS.
12. SURFACE LEVELS OVER THE SITE HAVE BEEN INTERPOLATED
THROUGH COMPUTER MODELLING OF FIELD SURVEY DATA. THESE 7. CONCRETE QUALITY MUST MEET THE FOLLOWING GUIDELINES:
CALCULATED LEVELS MAY VARY FROM THE ACTUAL GROUND LEVEL
AT THE CORRESPONDING POSITION ON SITE. WHERE MAJOR · ADMIXTURES SHALL NOT BE USED WITHOUT THE WRITTEN
VARIATIONS OCCUR, THEY SHALL BE REFERRED TO THE APPROVAL OF THE SUPERINTENDENT
SUPERINTENDENT FOR FURTHER CONSIDERATION WHERE SUCH · CEMENT SHALL BE TYPE 'A' NORMAL CLASS PORTLAND CEMENT
VARIATION WILL CAUSE MAJOR PROBLEMS WITH CONSTRUCTING THE UNLESS NOTED OTHERWISE
PROJECT IN ACCORDANCE WITH APPROVED PLANS. · MAXIMUM SIZE OF COARSE AGGREGATE SHALL BE 20mm
· SLUMP SHALL BE 80mm (+/- 15mm)
SURVEY REFERENCE: · CONCRETE STRENGTH SHALL BE GRADE S40
· MAXIMUM WATER/CEMENT RATIO OF 0.45
13. ALL CONSTRUCTION LEVELS SHALL BE SET BY THE CONTRACTOR WITH · DRY SHRINKAGE STRAIN AT 56 DAYS NOT TO BE GREATER THAN 700
REFERENCE TO SURVEYED STAKES AND SURVEYED BENCH MARKS x 10^-6 (AS1012.13)
PROVIDED BY THE APPOINTED SURVEYORS. ALL SURVEY STATIONS,
SETOUT STAKES AND PERMANENT SURVEY PEGS OR MARKS ON OR 8. SAMPLING AND TESTING OF CONCRETE AND CONCRETE
ADJACENT TO THE CONSTRUCTION SITE SHALL BE PROTECTED CONSTITUENTS SHALL BE IN ACCORDANCE WITH AS1379.
DURING CONSTRUCTION.
BOX CULVERT WORKS:
14. INSTALLATION OF REINFORCED BOX CULVERTS SHALL COMPLY WITH
THESE PLANS AND TMR STANDARD DRAWINGS AND SPECIFICATIONS
MRTS03 & MRTS24.
WATERWAY PROTECTION:
15. EXISTING NATURAL WATERWAY FEATURES INCLUDING BANK
ESTABLISHMENT, VEGETATION, AND CHANNEL PROFILE OUTSIDE OF
CONSTRUCTION AREA SHALL BE MAINTAINED DURING ALL STAGES OF
THE WORKS. DISTURBANCE OF THE WATERWAY OUTSIDE OF
PROPOSED WORK AREA AND STAGING AREA IS NOT PERMITTED.
16. REQUIRED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN
PLACE PRIOR TO START OF WORKS . INSTREAM MEASURES TO BE
DESIGNED TO ALLOW FISH PASSAGE.
Callaghan & Toth 36 ROSES ROAD FEDERAL
Civil, Environmental & Hydraulic Engineers D
MICHAEL JONES GENERAL NOTES
A1
OPERATIONAL WORKS
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