Original source · versioned page text
20220230-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
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.
v
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
v
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.
30
SIMILAR WITH CLASS B 11. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES COMPLY WITH THE MAXIMUM DEPTH SPECIFIED IN THE PROJECT
v
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.
30
8
.9
12. ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH ARCHITECTURAL/LANDSCAPING DRAWINGS AND RELEVANT
v
30
30.83 AUTHORITY STANDARD DRAWINGS AND SPECIFICATIONS. FOOTPATHS TO BE CONSTRUCTED WITH MAXIMUM 2.5% CROSSFALL.
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.
v
LENGTH: 18.5m 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
v
2
WORKS. THE SUPERINTENDANT IS TO BE NOTIFIED OF ANY CONFLICTS WITH WORKS IDENTIFIED IN THESE PLANS IMMEDIATELY.
USIL: 28.95 DEMOLISH EXISTING CROSSOVER
.6
30
str
15. ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE QUEENSLAND WORKPLACE
DSIL: 28.59 AND REPLACE WITH NEW 'B1' TYPE HEALTH AND SAFETY ACT 2011.
Tel
67
137
3m
16. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE KERB AND CHANNEL INCLUDING ANY ASSOCIATED PIPEWORK ACROSS
0.
KERB AS PER NSC STD DWG RS-080.
v
.5
3
30
THE FOOTWAY AND REINSTATE THE KERB AND CHANNEL AND THE FOOTWAY AREA IN ACCORDANCE WITH COUNCIL GUIDELINES.
RP160425 MAKE SMOOTH TRANSITION TO 17. ROADBASE MATERIAL SHOULD BE PLACED IN LAYERS AT LEAST 75 MM THICK BUT NOT EXCEEDING 150 MM IN THICKNESS, AND
COMPACTED TO A MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED IN ACCORDANCE WITH AUSTRALIAN
v
PROVIDE 3KL RAINWATER REUSE CJ ADJOINING DRIVEWAY. STANDARD AS1289.6.2.
18. CONTRACTOR TO UNDERTAKE ROADWORKS TESTING IN ACCORDANCE WITH NOOSA SHIRE COUNCIL GUIDELINES, DRAWINGS AND
TANK WITH FIRST FLUSH DIVERTOR
5
SPECIFICATIONS.
.6
136
30
v
19. INTERNAL CONCRETE TO BE 125MM THICK (EXCLUDING FINISHED TREATMENTS) N32 IN ACCORDANCE WITH AS1379 AND AS3600.
TO DOWNPIPES. TANKS TO BE
0
.5
0m
CJ SL72 MESH MIN 50MM TOP COVER TO AS1304. MIN 100MM BASE COURSE WHERE SUBGRADE CBR <=6. LOCATION AND TYPE OF
1
30
.4
.4
PLUMBED TO TOILETS, LAUNDRY
30
INTERNAL CONCRETE JOINTS TO CONFORM TO STRUCTURAL ENGINEERS SPECIFICATION.
30
EJ
v
AND EXTERNAL IRRIGATION 20.58
5m
20.00 JOINTING NOTES
0m
.4 43
v
30 30.
1. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AS3727.1:2016.
7
2. REFER TO STRUCTURAL PLANS FOR INTERNAL SLAB JOINTING LAYOUT.
PROVIDE NEW 600x900 3. SAW CUT JOINTS MUST BE:
m
m
30.
v
30
EET
0
STORMWATER INLET PIT 41
0.000
3.1. BETWEEN 41 AND 31 OF CONCRETE PAVEMENT DEPTHS.
0
0.
en 5.30
3.2. CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD.
SL: 29.30
of K30.5e0 r CJ
3.3. PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE POURS.
2m
v
IL: 28.20
m b
21.48
f Bitum
CJ
00m
4. DOWELL BARS MUST BE INSTALLED EXACTLY 90° TO THE FACE OF JOINT TO ALLOW EXPANSION AND CONTRACTION MOVEMENTS.
EJ 5. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO CONSTRUCTION COMMENCING. LAYOUT SHOULD AVOID
10.0
R
15.00
v
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
20.00
Edge o
ME ST
Back
ONTO THE SLAB SURFACE.
A CJ GARAGE 2 DRIVEWAY ALIGNMENT.
0m
7. DOWEL BARS ARE TO BE
v
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
.
ALIGNMENT DETAIL
30
7.3. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT 300MM CENTRES
v
SAFARI STREET AND DELORME CJ 7.4. FOR 200MM THICK SLAB, 24MM Ø OF LENGTH 40MM AND SPACED AT 300MM CENTRES
30.14
ST FRONTAGE AS PER NSC B Gully Pit
STD DWG RS-065 1 IL 29.1
v
30
SW
W
.14
W
1
W
CJ
.2
10.000m
v
30
W
DELOR
v
W v
W
27 PROVIDE NEW RESIDENTIAL DRIVEWAY LEGEND
SW
Sew.e52
W
30.13
S
CROSSOVER TYPICALLY AS PER NSC STD DWG
v
P
S W
W
STORMWATER PIPE
r
0 C
Water Meter v
m
S
9.7m
Manh
v
m
W
v
08
CJ RS-049 & RS-050. NON-STANDARD DRIVEWAY
0. R
8
S
.
.8
30
W
ole
27
v S
2
SW
v W
CJ
mm
v
STORMWATER PIT
S
W
e ALIGNMENT TO MORE CLOSELY FOLLOW
pol
Ø300 3
m
CJ
v S
v
42
v W
.
v
28
r
W
NATURAL SURFACE DUE TO STEEP GRADES AND
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Large file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.