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Approved Plans - MCU22/0146, OPW22/0213 & RAL22/0019
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Plans and drawings
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Log in to see the plans as drawn DRAINAGE NOTES
N
WYANDRA STREET 1. REFER HYDRAULIC DRAWINGS FOR BUILDING DRAINAGE DETAILS.
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 GUIDELINES, DRAWINGS AND SPECIFICATIONS.
1 35.2
0 .31 .28 3. ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE LINES INTERNAL TO
34.9 35 35 4
35.1 THE SITE BOUNDARIES) CONSTRUCTED AND TESTED TO BE IN ACCORDANCE WITH
RELEVANT AUSTRALIAN STANDARDS.
PROVIDE NEW KERB ADAPTOR OUTLET AS 4. ALL STORMWATER DRAINAGE PIPES INTERNAL TO SITE SHALL BE: Ø100mm uPVC
PER NSC STD DWG RS-081, CONNECT SN10 OR APPROVED EQUIVALENT.
STORMWATER AND MAKE GOOD. 7. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO RELEVANT AUSTRALIAN
STANDARDS INCLUDING BUT NOT LIMITED TO AS4058 AND AS1992.
8. STORMWATER DRAINAGE AND STRUCTURES HAVE BEEN DESIGNED FOR
OPERATIONAL LOADS ONLY. CONTRACTOR TO CONSIDER CONSTRUCTION
34. .20 LOADINGS AND ENSURE NO EXCESSIVE LOADS ARE PLACED ON STORMWATER
34.
34.
76 94 35.
14
35 Edge of Bitumen 35.
24
35.
09
DRAINAGE OR STRUCTURES.
86 35.31 35
35.25 20 9. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING STORMWATER
5
35.
05 Back of Kerb 35.
DRAINAGE WHERE CONNECTING ON TO EXISTING.
TBM 5.3
100mm uPVC SN10 SW PIPE W 3
35. 32
2 5.28
RL.334
W3 W3
35
W W W W W W W W W W W W 10. CONTRACTOR TO NOTIFY THE SUPERINTENDENT OF ANY UNSUITABLE FOUNDING
USIL: 34.89
(Sc2 AH
MATERIAL WITHIN DRAINAGE TRENCH OR STORMWATER STRUCTURES AND AWAIT
DSIL: 34.84 Telstra PTit 35.4
3
35.4
3 35.3
6
T PAL
rew D
SW
T T DIRECTION PRIOR TO LAYING OF PIPES.
SW
T T T T T T T T TW T T
LENGTH: 11.08m M PAL ater PAL 11. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS TO BE CLASS "D" IN
in
GRADE: 0.5% 35.2
5
M Met M ACCORDANCE WITH AS3996.
W
er
Ker
Water Meter 35.6
8
PALM PAL 12. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT BE LOOSE OR
.42
61°39'00" 35. M
b)
35 4 6
35.5 35.7 78
MOVE UNDER WHEEL LOADS.
SW
SW
450x450 INFILTRATION PIT AS PER DETAIL A WAT 27.167 Rock 35 13. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN ACCORDANCE WITH
SL: 35.1 0.41 35
.17 Water .69
GRATED TRENCH DRAIN ACO KLASSIKDRAIN
Feature PROJECT SPECIFICATION, AND LOCAL AUTHORITY GUIDELINES AND
35.
IL: 34.5 010 K100 OR APPROVED EQUIVALENT
35.
SPECIFICATIONS. WHERE STRUCTURES EXCEED MAXIMUM DEPTH AS IDENTIFIED
75
35.
35.
8 6
35.4 35.5
77
66
67
7 WITHIN STANDARD DRAWINGS THE CONTRACTOR WILL ENSURE AN ADEQUATE
35.2
RLP3ond Rock
SW
Pump
35.66
56 Edg
SW
2 35. STRUCTURAL DESIGN IS UNDERTAKEN FOR THE SUBJECT STRUCTURE TO BE
35.3 5.83 3 5.54
e CONSTRUCTED TO.
35.
8 14. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES COMPLY WITH THE
35.5
58
P 100mm uPVC SN10 SW PIPE MAXIMUM DEPTH SPECIFIED IN THE PROJECT SPECIFICATION OR LOCAL
PAL Cop ool
SW
5.40 35.14 USIL: 35.24
SW
M AUTHORITY FROM FINISHED SURFACE LEVEL TO UNDERSIDE OF ROOF SLAB. ANY
RL3 ing
3
35.1
7
Paving DSIL: 35.16 NON CONFORMANCE IS TO BE RECTIFIED AT THE CONTRACTORS EXPENSE.
4 35.5
2 5.53 LENGTH: 16.02m
SW
5 35.6
35.5
7 15. ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH
35.4
SW SW
GRADE: 0.5% ARCHITECTURAL/LANDSCAPING DRAWINGS AND RELEVANT AUTHORITY STANDARD
35.
PALM 26
Roof RL39.84
35
53
. DRAWINGS AND SPECIFICATIONS. FOOTPATHS TO BE CONSTRUCTED WITH
SW
35
.52
35.5
18 1
35 35.2 35.6
1
Rock MAXIMUM 2.5% CROSSFALL. SHOULD CONSTRUCTED FOOTPATHS EXCEED 2.5%
Edge
5.15 0
3 35.5
1
PALM
35 35.48 CROSSFALL, THE CONTRACTOR WILL BE REQUIRED TO RECTIFY BY REMOVING AND
Gutter RL37.73 100mm uPVC SN10 SW PIPE
35
.54
6
.47
PALM
SW
TT 35
.4
USIL: 34.94 REPLACING AT THEIR COST.
TREE 0.31006
100mm uPVC SN10 SW PIPE 0. 9
35.7
1 35.50
Pavi DSIL: 34.90 16. CONCRETE FOOTPATH TO BE 100mm THICK N32 WITH SL72 MESH IN ACCORDANCE
SW
68 12 ng 35.44
5 35.
35.2 WITH NSC STD DWG RS-065, AS1679 AND AS3600 UNO
USIL: 34.84 10 35 PA
. 5 1
LENGTH: 3.95m
LM 17. THE CONTRACTOR IS TO CONFIRM THE LOCATION AND DEPTH OF ALL SERVICE
35
DSIL: 34.79 3 GRADE: 1%
.14
35.4 2
RP1 45
6 35.4
35.5 .49 CONDUITS IN VERGE PRIOR TO COMMENCING WORKS. THE SUPERINTENDANT IS TO
35
SW
LENGTH: 5m 6 35
.37
5.17 35.2 35.4
3 35.43 BE NOTIFIED OF ANY CONFLICTS WITH WORKS IDENTIFIED IN THESE PLANS
GRADE: 1%
4 35.3
6
Ridge RL41.79
397
0
Gutter RL40.30
35
35.0 35.1
4 IMMEDIATELY.
.33
0 3 35.3
35.1
35
35.
35.31
PAL 18. ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY WITH THE
35.
7PER
.28
35.12
6 DETAIL A
39
Paving M
31
450x450 INFILTRATION PIT AS REQUIREMENTS OF THE QUEENSLAND WORKPLACE HEALTH AND SAFETY ACT 2011.
Deck Paving 35.26
SW
331°39'00"
SW
43 19. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE KERB AND CHANNEL
151°39'00"
7 5 4 SL: 35.4
30.175
35.0 35.1 35.2
R P13 TANK
35.08
IL: 34.8 INCLUDING ANY ASSOCIATED PIPEWORK ACROSS THE FOOTWAY AND REINSTATE
30.175
35.1
8 35.1
8 Roof RL40.48 35.1
8 35.20 Stairs THE KERB AND CHANNEL AND THE FOOTWAY AREA IN ACCORDANCE WITH COUNCIL
977
44
PROPOSED 5000L REUSE & ATTENUATION GUIDELINES.
Roof RL39.98
Roof RL37.20
35.02
SW
4 35.0
AS PER DETAIL B. Stairs
.98
35.0
SW
20. ROADBASE MATERIAL SHOULD BE PLACED IN LAYERS AT LEAST 75 MM THICK BUT
CONNECTION TO ROOF DRAINAGE AND 6
3
34
TREE 0.30707 Floo Floo NOT EXCEEDING 150 MM IN THICKNESS, AND COMPACTED TO A MINIMUM DENSITY
RL3 r Lev PAL
STORMWATER OUTLET TO HYDRAULIC 35.04 RL3 r Lev U 5.28 el M OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED IN ACCORDANCE WITH
ENGINEERS SPECIFICATION. 5.19 el Lev pper 2
PROPOSED 5000L REUSE & ATTENUATION TANK
AUSTRALIAN STANDARD AS1289.6.2.
el R Flo 35.1 AS PER DETAIL B.
SW
L38 or 21. CONTRACTOR TO UNDERTAKE ROADWORKS TESTING IN ACCORDANCE WITH
SW
9
34.9 CONNECTION TO ROOF DRAINAGE AND
35.11
FL35.03
Shed
.06 34.9
6
STORMWATER OUTLET TO HYDRAULIC
NOOSA SHIRE COUNCIL GUIDELINES, DRAWINGS AND SPECIFICATIONS.
35 .02 22. INTERNAL CONCRETE TO BE 125MM THICK (EXCLUDING FINISHED TREATMENTS) N32
35 ENGINEERS SPECIFICATION. IN ACCORDANCE WITH AS1379 AND AS3600. SL72 MESH MIN 50MM TOP COVER TO
34 Ridge RL41.48 35 34.9
2
AS1304. MIN 100MM BASE COURSE WHERE SUBGRADE CBR <=6. LOCATION AND
35
.89
.03
TYPE OF INTERNAL CONCRETE JOINTS TO CONFORM TO STRUCTURAL ENGINEERS
REUSE See the original
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