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RFI - RECOR Preliminary Stormwater Management Report - 20220078
Original PDF page 21, section 1. The text section number identifies this passage in the reader.
LEGEND
N
STORMWATER PIPE
ROADWORKS AND DRAINAGE NOTES
1. REFER HYDRAULIC DRAWINGS FOR BUILDING DRAINAGE DETAILS.
2. ALL ROADWORKS AND DRAINAGE (EXTERNAL TO SITE BOUNDARIES AND/OR STORMWATER PIT
COUNCIL OWNED DRAINAGE PIPES INTERNAL TO THE SITE BOUNDARIES)
CONSTRUCTION AND TESTING TO BE IN ACCORDANCE WITH NOOSA SHIRE
COUNCIL DEVELOPMENT GUIDELINES, DRAWINGS AND SPECIFICATIONS.
3. ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE LINES INTERNAL ATTENUATION TANK
TO THE SITE BOUNDARIES) CONSTRUCTED AND TESTED TO BE IN ACCORDANCE
WITH RELEVANT AUSTRALIAN STANDARDS.
nt
24.70 24.79 REFER STORMWATER SECTIONS ON C32 4. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO RELEVANT
ra
AUSTRALIAN STANDARDS INCLUDING BUT NOT LIMITED TO AS4058 AND AS1992.
Hyd
FOR DETAILS OF STORMWATER 5. STORMWATER DRAINAGE AND STRUCTURES HAVE BEEN DESIGNED FOR
CONCRETE DRIVEWAY &
FOOTPATH
DRAINAGE OPERATIONAL LOADS ONLY. CONTRACTOR TO CONSIDER CONSTRUCTION
Fire
24.68 LOADINGS AND ENSURE NO EXCESSIVE LOADS ARE PLACED ON STORMWATER
Sewer Manhole 6.
DRAINAGE OR STRUCTURES.
CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING STORMWATER
25.46
25
25.41 .46
41
+24.41
NEW RESIDENTIAL DRIVEWAY 102°02 DRAINAGE WHERE CONNECTING ON TO EXISTING.
+25.15
CJ CONSTRUCTION JOINT
CROSSOVER AS PER NSC STD DWG
25
.77
A-3 '00" RP139776
7. CONTRACTOR TO NOTIFY THE SUPERINTENDENT OF ANY UNSUITABLE
FOUNDING MATERIAL WITHIN DRAINAGE TRENCH OR STORMWATER
20.115
+25.12
24.7 2266.3
.355 STRUCTURES AND AWAIT DIRECTION PRIOR TO LAYING OF PIPES.
RS-049 & RS-050. UNIT 2 DRIVEWAY 3 TREE 0.1 8. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS TO BE CLASS "D"
ALIGNMENT - REFER DWG C31 FOR 50805 EJ EXPANSION JOINT
5
IN ACCORDANCE WITH AS3996.
.2
3 25.55
CJ
24
25
2266.8
.833
LONGSECTION AND VERTICAL .69
TREE 0.151004 Sewer 9. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT BE LOOSE
+25.55
24.00 27.0
Line In
.7 +
24.10 2
+24.10
OR MOVE UNDER WHEEL LOADS.
27.07 LLIIL
7
CLEARANCE. LOCALLY GRADE TO L 00
.15.1 dicative
.5
A-4
0950509 10. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN ACCORDANCE WITH
26
26.60
9
05 27.5 Only (N
25
n
27.
.2
rb
26.22
+25.90
MATCH EXISTING. PROJECT SPECIFICATION, AND LOCAL AUTHORITY GUIDELINES AND
25
ot Loc
tume
26.69
e
25.
5 ated b
+24.75
52 26.09 SPECIFICATIONS. WHERE STRUCTURES EXCEED MAXIMUM DEPTH AS
K
+27.10
2277..86
5
y
.3
1
27.
7 86 Survey) IDENTIFIED WITHIN STANDARD DRAWINGS THE CONTRACTOR WILL ENSURE AN
26
2
k of
.8
of Bi
3
ADEQUATE STRUCTURAL DESIGN IS UNDERTAKEN FOR THE SUBJECT
24
.4
26
24.17
STRUCTURE TO BE CONSTRUCTED TO.
0
2
2
41
.7
.9
24. 4
2266. .41
c
26
25
11. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES COMPLY WITH THE
PROVIDE RETAINING WALLS TO
a
26.41
Deck MAXIMUM DEPTH SPECIFIED IN THE PROJECT SPECIFICATION OR LOCAL
B
Edge
4
STRUCTURAL ENGINEERS
.6
AUTHORITY FROM FINISHED SURFACE LEVEL TO UNDERSIDE OF ROOF SLAB.
Telstra
26
25 26. ANY NON CONFORMANCE IS TO BE RECTIFIED AT THE CONTRACTORS EXPENSE.
.84 4 5 SPECIFICATIONS.
Pit
+26.00
12. ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH
46
+25.65
+25.55
5.
NOMINAL LOCATION OF NEW 1.8M 23.57 ARCHITECTURAL/LANDSCAPING DRAWINGS AND RELEVANT AUTHORITY
2
4
STANDARD DRAWINGS AND SPECIFICATIONS. FOOTPATHS TO BE
.5
23.
WIDE FOOTPATH AS PER NOOSA
24
CONSTRUCTED WITH MAXIMUM 2.5% CROSSFALL. SHOULD CONSTRUCTED
67
0"
SHIRE COUNCIL STD DWG RS-065 &
+25.55
FOOTPATHS EXCEED 2.5% CROSSFALL, THE CONTRACTOR WILL BE REQUIRED
26 TO RECTIFY BY REMOVING AND REPLACING AT THEIR COST.
26.150
NSD-9006E .50
12°02'0
13. CONCRETE FOOTPATH TO BE 100mm THICK N32 WITH SL72 MESH IN
0
.5
9
ACCORDANCE WITH NSC STD DWG RS-065, AS1679 AND AS3600 UNO
26
.4
27.49
27.
27
Deck Stairs 14. THE CONTRACTOR IS TO CONFIRM THE LOCATION AND DEPTH OF ALL SERVICE
46
+26.00
CONDUITS IN VERGE PRIOR TO COMMENCING WORKS. THE SUPERINTENDANT IS
Ramp+25.90
23. TO BE NOTIFIED OF ANY CONFLICTS WITH WORKS IDENTIFIED IN THESE PLANS
23.22
69
07 13 IMMEDIATELY.
23.3
0
0.5 15. ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY WITH THE
23
C
OIN
23.27
.98
5
REQUIREMENTS OF THE QUEENSLAND WORKPLACE HEALTH AND SAFETY ACT
.0
P
2
25
23. 2011.
.9
73
23
16. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE KERB AND CHANNEL
+25.65
41
23. INCLUDING ANY ASSOCIATED PIPEWORK ACROSS THE FOOTWAY AND
23
8
9
REINSTATE THE KERB AND CHANNEL AND THE FOOTWAY AREA IN ACCORDANCE
.5
.65
.7
24
23
6
WITH COUNCIL GUIDELINES.
.1
26.1
26
Floor Level A-5 17. ROADBASE MATERIAL SHOULD BE PLACED IN LAYERS AT LEAST 75 MM THICK
9
74
.0
8
23.
2
+24.75
27
BUT NOT EXCEEDING 150 MM IN THICKNESS, AND COMPACTED TO A MINIMUM
00
.1
27.12
27
RL26.19
+24.95
23.
DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED IN
+25.55
24
23.00 ACCORDANCE WITH AUSTRALIAN STANDARD AS1289.6.2.
.35
BREAK INTO EXISTING GULLY INLET, 18. CONTRACTOR TO UNDERTAKE ROADWORKS TESTING IN ACCORDANCE WITH
NOOSA SHIRE COUNCIL GUIDELINES, DRAWINGS AND SPECIFICATIONS.
'00"
CONNECT STORMWATER AND MAKE 36 19. INTERNAL CONCRETE TO BE 175MM THICK (EXCLUDING FINISHED TREATMENTS)
24.
1
.34
GOOD.
.1
N32 IN ACCORDANCE WITH AS1379 AND AS3600. SL72 MESH MIN 50MM TOP
30.175
25
A-2
23
COVER TO AS1304. MIN 100MM BASE COURSE WHERE SUBGRADE CBR <=6.
192°02
25.25
.63
22.68
Deck LOCATION AND TYPE OF INTERNAL CONCRETE JOINTS TO CONFORM TO
24
Co
STRUCTURAL ENGINEERS SPECIFICATION.
06
137
PROVIDE 4,000L RAINWATER
nc
25.
ret
.59 19 ATTENUATION TANK OR SIMILAR. REFER
23 25. STANDARD SIGNS AND LINE MARKING NOTES
RP160425
e
26 +25.55
+26.00
TO ARCHITECTURAL DRAWINGS FOR
23.8
23.94 1. GENERAL
Dr
.23
6
.9
TBM (Screw in Kerb) LOCATION AND DETAILS. 1.1. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH THE
+25.55
.57
ive
25
7
22 3 QUEENSLAND TRANSPORT MANUAL OF UNIFORM TRAFFIC CONTROL
+25.65
RL22.58 AHD 26.5
wa
22.59
+26.00
25
DEVICES (CURRENT EDITION).
5
y
26.85
.35
23.7
Stairs
23
Gully Pit 55 2. SIGNS
.2
24.
8
.2
1
2.1. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2007 UNLESS
22.36
Garage Level
24
22.49 NOTED OTHERWISE.
1
.35
.3
A-1
4
22
25
RL25.33 2.2. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO
.6
26.64
24
0
+25.15
26
.47
26.
.93
.4
EDGE OF SIGN: LOCATION CLEARANCE NO KERB 600 BEHIND GUIDE POSTS
25
+25.25
37
54
BARRIER KERB 300 FROM FACE MOUNTABLE KERB 500 FROM FACE OF
+25.22
22.25 22.36
KERB.
23
6
25
.6
.7
07 2.3. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING
22
.1
25.
5
32 5.69
25
5
4
TRAFFIC AT 45° TO KERB OR CARRIAGEWAY EDGE. ALL OTHER SIGNS TO
.0
24.80
23
7°0 0
BE TURNED AWAY BY 5° FROM THE NORMAL TO APPROACHING HEADLIGHT.
2244..94
4
3. SIGN SUPPORTS
3 +25.6
94 NEW RESIDENTIAL DRIVEWAY
3
2'0
3.1. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS See the original
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