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20220130-CV Set
Original PDF page 7, section 1. The text section number identifies this passage in the reader.
ROADWORKS AND DRAINAGE NOTES
Ø150mm uPVC SN8 NEW RETAINING WALL TO MAXIMUM
LENGTH: 15.5m 1M TO ARCHITECTURAL 1. REFER HYDRAULIC DRAWINGS FOR BUILDING DRAINAGE DETAILS.
GRADE: 1.6%
135 2. ALL ROADWORKS AND DRAINAGE (EXTERNAL TO SITE BOUNDARIES AND/OR COUNCIL OWNED DRAINAGE PIPES INTERNAL TO THE
SPECIFICATIONS SITE BOUNDARIES) CONSTRUCTION AND TESTING TO BE IN ACCORDANCE WITH NOOSA SHIRE COUNCIL DEVELOPMENT
RP160425
USIL: 28.95 3.
GUIDELINES, DRAWINGS AND SPECIFICATIONS.
ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE LINES INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTED AND
DSIL: 28.70 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: 29.30 6. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING STORMWATER DRAINAGE WHERE CONNECTING ON TO EXISTING.
SL: 29.30
P 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.
A 9. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT BE LOOSE OR MOVE UNDER WHEEL LOADS.
P 10. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT SPECIFICATION, AND LOCAL AUTHORITY
3
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P POOL
P EQUIP 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
7
.9
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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P SPECIFICATION OR LOCAL AUTHORITY FROM FINISHED SURFACE LEVEL TO UNDERSIDE OF ROOF SLAB. ANY NON CONFORMANCE IS
1
TRAFFICABLE GRATE.
.8
TO BE RECTIFIED AT THE CONTRACTORS EXPENSE.
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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.
DP
SHOULD CONSTRUCTED FOOTPATHS EXCEED 2.5% CROSSFALL, THE CONTRACTOR WILL BE REQUIRED TO RECTIFY BY REMOVING
Ø150mm uPVC SN8 30.79 AND REPLACING AT THEIR COST.
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LENGTH: 18.5m P B 13. CONCRETE FOOTPATH TO BE 100mm THICK N32 WITH SL72 MESH IN ACCORDANCE WITH NSC STD DWG RS-065, AS1679 AND AS3600
UNO
GRADE: 1.9% 2
it
14. THE CONTRACTOR IS TO CONFIRM THE LOCATION AND DEPTH OF ALL SERVICE CONDUITS IN VERGE PRIOR TO COMMENCING
a P
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WORKS. THE SUPERINTENDANT IS TO BE NOTIFIED OF ANY CONFLICTS WITH WORKS IDENTIFIED IN THESE PLANS IMMEDIATELY.
USIL: 28.95
.6
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str
15. ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE QUEENSLAND WORKPLACE
DSIL: 28.59 HEALTH AND SAFETY ACT 2011.
Tel
67
137 DEMOLISH EXISTING CROSSOVER 16. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE KERB AND CHANNEL INCLUDING ANY ASSOCIATED PIPEWORK ACROSS
0.
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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, AND
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.
DP
MAKE SMOOTH TRANSITION TO 18. CONTRACTOR TO UNDERTAKE ROADWORKS TESTING IN ACCORDANCE WITH NOOSA SHIRE COUNCIL GUIDELINES, DRAWINGS AND
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SPECIFICATIONS.
ADJOINING DRIVEWAY.
.6
136
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19. INTERNAL CONCRETE TO BE 125MM THICK (EXCLUDING FINISHED TREATMENTS) N32 IN ACCORDANCE WITH AS1379 AND AS3600.
0
.5
SL72 MESH MIN 50MM TOP COVER TO AS1304. MIN 100MM BASE COURSE WHERE SUBGRADE CBR <=6. LOCATION AND TYPE OF
1
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INTERNAL CONCRETE JOINTS TO CONFORM TO STRUCTURAL ENGINEERS SPECIFICATION.
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20.58
5m
20.00 JOINTING NOTES
0m
.4 43
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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.
PROVIDE NEW 600x900 30. 3. SAW CUT JOINTS MUST BE:
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0
REET
STORMWATER INLET PIT 41
.3
3.1. BETWEEN 41 AND 31 OF CONCRETE PAVEMENT DEPTHS.
0
en 3
3.2. CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD.
m
SL: 29.30
0.000
f Bitum5.000m
CJ
3.3. PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE POURS.
5m
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IL: 28.20
b
21.36
of Ker
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4. DOWELL BARS MUST BE INSTALLED EXACTLY 90° TO THE FACE OF JOINT TO ALLOW EXPANSION AND CONTRACTION MOVEMENTS.
5. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO CONSTRUCTION COMMENCING. LAYOUT SHOULD AVOID
15.00
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ACUTE ANGLES IN THE CONCRETE SLAB AND AVOID MISMATCHED JOINTS.
0m
0m
6. JOINT SEALANTS WHERE USED MUST ADHERE TO SIDE OF JOINT FACES ONLY AND SHALL NOT EXTEND ABOVE SIDES OF JOINTS
10.000m
20.00
Edge o
ME ST
Back
ONTO THE SLAB SURFACE.
A
GARAGE 2 DRIVEWAY ALIGNMENT.
0m
7. DOWEL BARS ARE TO BE
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PROVIDE 1.5m WIDE 2
15.00
7.1. FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT 400MM CENTRES
30.2
9 REFER TO C42 FOR VERTICAL
34
7.2. FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT 300MM CENTRES
CONCRETE FOOTPATH TO DP
.
ALIGNMENT DETAIL
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7.3. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT 300MM CENTRES
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SAFARI STREET FRONTAGE AS 7.4. FOR 200MM THICK SLAB, 24MM Ø OF LENGTH 40MM AND SPACED AT 300MM CENTRES
30.14
PER NSC STD DWG RS-065 B Gully Pit
1 IL 29.1
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30
SW
W
.14
W
1
W
.2
10.000m
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30
W
DELOR
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W
27 PROVIDE NEW RESIDENTIAL DRIVEWAY LEGEND
SW
Sew.e52
W
30.13
S
CROSSOVER TYPICALLY AS PER NSC STD DWG
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P
S W
W
STORMWATER PIPE
r
0 C
Water Meter v
S
9.7m
Manh
v W
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RS-049 & RS-050. NON-STANDARD DRIVEWAY
0. R
S
W
ole
v S
2
SW
v W
CJ
mm
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STORMWATER PIT
S
W
e ALIGNMENT TO MORE CLOSELY FOLLOW
pol
Ø300 3
v S
W v
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r
W
NATURAL SURFACE DUE TO STEEP GRADES AND
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W
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Po
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W TRENCH DRAIN
SW
01
27.23 v W
ENSURE CLEARANCE FROM
Power pole INTERSECTION. LOW
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30.
W
W
Back o
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5.000 CJ 29.
89 SPEED & TRAFFIC ENVIRONMENT IN DELORME ATTENUATION TANK
CJ
W
m
SW
f W
Edge o Kerb
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CJ
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