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Civil Package
Original PDF page 5, section 1. The text section number identifies this passage in the reader.
ROADWORKS AND DRAINAGE NOTES
NEW RETAINING WALL TO MAXIMUM 1. REFER HYDRAULIC DRAWINGS FOR BUILDING DRAINAGE DETAILS.
135 1M TO ARCHITECTURAL
2. ALL ROADWORKS AND DRAINAGE (EXTERNAL TO SITE BOUNDARIES AND/OR COUNCIL OWNED DRAINAGE PIPES INTERNAL TO THE
SITE BOUNDARIES) CONSTRUCTION AND TESTING TO BE IN ACCORDANCE WITH NOOSA SHIRE COUNCIL DEVELOPMENT
A RP160425 SPECIFICATIONS 3.
GUIDELINES, DRAWINGS AND SPECIFICATIONS.
ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE LINES INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTED AND
3 TESTED TO BE IN ACCORDANCE WITH RELEVANT AUSTRALIAN STANDARDS.
4. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO RELEVANT AUSTRALIAN STANDARDS INCLUDING BUT NOT LIMITED TO
PROVIDE NEW 450x450 Power pole AS4058 AND AS1992.
PROVIDE NEW 450x450
STORMWATER INLET PIT 5. STORMWATER DRAINAGE AND STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ONLY. CONTRACTOR TO CONSIDER
STORMWATER INLET PIT CONSTRUCTION LOADINGS AND ENSURE NO EXCESSIVE LOADS ARE PLACED ON STORMWATER DRAINAGE OR STRUCTURES.
SL: 29.50 6. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING STORMWATER DRAINAGE WHERE CONNECTING ON TO EXISTING.
SL: 29.50
IL: 28.95 7. CONTRACTOR TO NOTIFY THE SUPERINTENDENT OF ANY UNSUITABLE FOUNDING MATERIAL WITHIN DRAINAGE TRENCH OR
IL: 28.95 STORMWATER STRUCTURES AND AWAIT DIRECTION PRIOR TO LAYING OF PIPES.
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8. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS TO BE CLASS "D" IN ACCORDANCE WITH AS3996 UNO.
9. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT BE LOOSE OR MOVE UNDER WHEEL LOADS.
10. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT SPECIFICATION, AND LOCAL AUTHORITY
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PROVIDE GRATED TRENCH DRAIN. GUIDELINES AND SPECIFICATIONS. WHERE STRUCTURES EXCEED MAXIMUM DEPTH AS IDENTIFIED WITHIN STANDARD DRAWINGS
THE CONTRACTOR WILL ENSURE AN ADEQUATE STRUCTURAL DESIGN IS UNDERTAKEN FOR THE SUBJECT STRUCTURE TO BE
ACO KLASSIKDRAIN K-200 OR
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CONSTRUCTED TO.
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SIMILAR WITH CLASS B 11. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES COMPLY WITH THE MAXIMUM DEPTH SPECIFIED IN THE PROJECT
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PROVIDE 4,000L ROOFWATER SPECIFICATION OR LOCAL AUTHORITY FROM FINISHED SURFACE LEVEL TO UNDERSIDE OF ROOF SLAB. ANY NON CONFORMANCE IS
1
TRAFFICABLE GRATE.
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TO BE RECTIFIED AT THE CONTRACTORS EXPENSE.
30
ATTENUATION TANK (INDICATIVE
8
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12. ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH ARCHITECTURAL/LANDSCAPING DRAWINGS AND RELEVANT
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30.83 AUTHORITY STANDARD DRAWINGS AND SPECIFICATIONS. FOOTPATHS TO BE CONSTRUCTED WITH MAXIMUM 2.5% CROSSFALL.
LOCATION ONLY). REFER DETAIL D C
SHOULD CONSTRUCTED FOOTPATHS EXCEED 2.5% CROSSFALL, THE CONTRACTOR WILL BE REQUIRED TO RECTIFY BY REMOVING
%
ON C41 FOR CONFIGURATION. 2 30.79 AND REPLACING AT THEIR COST.
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13. CONCRETE FOOTPATH TO BE 100mm THICK N32 WITH SL72 MESH IN ACCORDANCE WITH NSC STD DWG RS-065, AS1679 AND AS3600
23.5m 150
UNO
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14. THE CONTRACTOR IS TO CONFIRM THE LOCATION AND DEPTH OF ALL SERVICE CONDUITS IN VERGE PRIOR TO COMMENCING
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WORKS. THE SUPERINTENDANT IS TO BE NOTIFIED OF ANY CONFLICTS WITH WORKS IDENTIFIED IN THESE PLANS IMMEDIATELY.
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15. ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE QUEENSLAND WORKPLACE
HEALTH AND SAFETY ACT 2011.
Tel
7
137 DEMOLISH EXISTING CROSSOVER
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16. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE KERB AND CHANNEL INCLUDING ANY ASSOCIATED PIPEWORK ACROSS
30
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%
THE FOOTWAY AND REINSTATE THE KERB AND CHANNEL AND THE FOOTWAY AREA IN ACCORDANCE WITH COUNCIL GUIDELINES.
RP160425 AND REPLACE WITH NEW 'B1' TYPE 17. ROADBASE MATERIAL SHOULD BE PLACED IN LAYERS AT LEAST 75 MM THICK BUT NOT EXCEEDING 150 MM IN THICKNESS, [email protected]
KERB AS PER NSC STD DWG RS-080. COMPACTED TO A MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED IN ACCORDANCE WITH AUSTRALIAN
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STANDARD AS1289.6.2.
16.9m150
MAKE SMOOTH TRANSITION TO 18. CONTRACTOR TO UNDERTAKE ROADWORKS TESTING IN ACCORDANCE WITH NOOSA SHIRE COUNCIL GUIDELINES, DRAWINGS AND
5
SPECIFICATIONS.
ADJOINING DRIVEWAY.
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136
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19. INTERNAL CONCRETE TO BE 125MM THICK (EXCLUDING FINISHED TREATMENTS) N32 IN ACCORDANCE WITH AS1379 AND AS3600.
Ø
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B
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SL72 MESH MIN 50MM TOP COVER TO AS1304. MIN 100MM BASE COURSE WHERE SUBGRADE CBR <=6. LOCATION AND TYPE OF
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INTERNAL CONCRETE JOINTS TO CONFORM TO STRUCTURAL ENGINEERS SPECIFICATION.
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JOINTING NOTES
19.50
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30 30.
1. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AS3727.1:2016.
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2. REFER TO STRUCTURAL PLANS FOR INTERNAL SLAB JOINTING LAYOUT.
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30. 3. SAW CUT JOINTS MUST BE:
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0
0
REET
41
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3.1. BETWEEN 41 AND 31 OF CONCRETE PAVEMENT DEPTHS.
of Ker 5.00
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3.2. CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD.
0
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21.04
6.5mØ100
20.00
3.3. PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE POURS.
10.000
itumen
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4. DOWELL BARS MUST BE INSTALLED EXACTLY 90° TO THE FACE OF JOINT TO ALLOW EXPANSION AND CONTRACTION MOVEMENTS.
15.00
5. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO CONSTRUCTION COMMENCING. LAYOUT SHOULD AVOID
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15.00
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ACUTE ANGLES IN THE CONCRETE SLAB AND AVOID MISMATCHED JOINTS.
0 6. JOINT SEALANTS WHERE USED MUST ADHERE TO SIDE OF JOINT FACES ONLY AND SHALL NOT EXTEND ABOVE SIDES OF JOINTS
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ONTO THE SLAB SURFACE.
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GARAGE 2 DRIVEWAY ALIGNMENT. 7. DOWEL BARS ARE TO BE
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15.0m 0
2 7.1. FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT 400MM CENTRES
9 REFER TO C42 FOR DETAIL
PROVIDE NEW [email protected]
4
7.2. FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT 300MM CENTRES
1.5%
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7.3. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT 300MM CENTRES
STORMWATER INLET PIT
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7.4. FOR 200MM THICK SLAB, 24MM Ø OF LENGTH 40MM AND SPACED AT 300MM CENTRES
SL: 29.40 C 30.14
Gully Pit
IL: 28.20 1 IL 29.1
(2x)75x125 RHS
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PROVIDE NEW RESIDENTIAL
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DRIVEWAY CROSSOVER AS PER
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