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20220171 - 14 Wyandra St SWMP
Original PDF page 21, section 1. The text section number identifies this passage in the reader.
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.
3. ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE LINES INTERNAL TO
35.28
35.20
35.31
34.91
THE SITE BOUNDARIES) CONSTRUCTED AND TESTED TO BE IN ACCORDANCE WITH
35.14
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
LOADINGS AND ENSURE NO EXCESSIVE LOADS ARE PLACED ON STORMWATER
35.20
34.76
34.94
35.09
35.24
Edge of Bitumen
35.14
DRAINAGE OR STRUCTURES.
35.25
35.31
9. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING STORMWATER
Back of Kerb
DRAINAGE WHERE CONNECTING ON TO EXISTING.
TB
34.86
35.32
35.05
35
35.20
M
100mm uPVC SN10 SW PIPE W
RL
Telstra Pit
8
35.23
35.2
W W W W W W W W W W W W W W
(Sc AHD
10. CONTRACTOR TO NOTIFY THE SUPERINTENDENT OF ANY UNSUITABLE FOUNDING
35
re
.32
USIL: 34.89
w
MATERIAL WITHIN DRAINAGE TRENCH OR STORMWATER STRUCTURES AND AWAIT
in
DSIL: 34.84
SW
Ke
T T T DIRECTION PRIOR TO LAYING OF PIPES.
SW
T T T T T T T T T T T T
rb
LENGTH: 11.08m
)
PALM
11. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS TO BE CLASS "D" IN
PALM
letterbox
WPALM
Water Meter
+35.75
Water Meter
GRADE: 0.5%
letterbox
ACCORDANCE WITH AS3996.
PALM
12. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT BE LOOSE OR
PALM
61°39'00" MOVE UNDER WHEEL LOADS.
35.54
SW
SW
450x450 INFILTRATION PIT AS PER DETAIL A 13. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN ACCORDANCE WITH
SL: 35.1 27.167
GRATED TRENCH DRAIN ACO KLASSIKDRAIN PROJECT SPECIFICATION, AND LOCAL AUTHORITY GUIDELINES AND
IL: 34.5 K100 OR APPROVED EQUIVALENT SPECIFICATIONS. WHERE STRUCTURES EXCEED MAXIMUM DEPTH AS IDENTIFIED
0.41010
WITHIN STANDARD DRAWINGS THE CONTRACTOR WILL ENSURE AN ADEQUATE
WAT SW
SW
STRUCTURAL DESIGN IS UNDERTAKEN FOR THE SUBJECT STRUCTURE TO BE
CONSTRUCTED TO.
14. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES COMPLY WITH THE
100mm uPVC SN10 SW PIPE MAXIMUM DEPTH SPECIFIED IN THE PROJECT SPECIFICATION OR LOCAL
SW
USIL: 35.24
SW
AUTHORITY FROM FINISHED SURFACE LEVEL TO UNDERSIDE OF ROOF SLAB. ANY
DSIL: 35.16 NON CONFORMANCE IS TO BE RECTIFIED AT THE CONTRACTORS EXPENSE.
SW SW SW LENGTH: 16.02m 15. ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH
GRADE: 0.5% ARCHITECTURAL/LANDSCAPING DRAWINGS AND RELEVANT AUTHORITY STANDARD
PALM
DRAWINGS AND SPECIFICATIONS. FOOTPATHS TO BE CONSTRUCTED WITH
SW
Roof RL39.84
MAXIMUM 2.5% CROSSFALL. SHOULD CONSTRUCTED FOOTPATHS EXCEED 2.5%
+35.10
CROSSFALL, THE CONTRACTOR WILL BE REQUIRED TO RECTIFY BY REMOVING AND
TT 0.91210
100mm uPVC SN10 SW PIPE
+35.50
SW
REPLACING AT THEIR COST.
PALM
USIL: 34.94
331°39'00"
100mm uPVC SN10 SW PIPE DSIL: 34.90 16. CONCRETE FOOTPATH TO BE 100mm THICK N32 WITH SL72 MESH IN ACCORDANCE
SW
+35.10
WITH NSC STD DWG RS-065, AS1679 AND AS3600 UNO
SW 30.175
USIL: 34.84 LENGTH: 3.95m
35.51
17. THE CONTRACTOR IS TO CONFIRM THE LOCATION AND DEPTH OF ALL SERVICE
TREE 0.31006
DSIL: 34.79 GRADE: 1%
LENGTH: 5m CONDUITS IN VERGE PRIOR TO COMMENCING WORKS. THE SUPERINTENDANT IS TO
BE NOTIFIED OF ANY CONFLICTS WITH WORKS IDENTIFIED IN THESE PLANS
GRADE: 1% Ridge RL41.79
IMMEDIATELY.
18. ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY WITH THE
RP139776
45
450x450 INFILTRATION PIT AS PER DETAIL A REQUIREMENTS OF THE QUEENSLAND WORKPLACE HEALTH AND SAFETY ACT 2011.
SW
outdoor shw
SW
SL: 35.4 19. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE KERB AND CHANNEL
+35.25
+35.10
IL: 34.8 INCLUDING ANY ASSOCIATED PIPEWORK ACROSS THE FOOTWAY AND REINSTATE
151°39'00"
THE KERB AND CHANNEL AND THE FOOTWAY AREA IN ACCORDANCE WITH COUNCIL
30.175
PROPOSED 5000L REUSE & ATTENUATION TANK GUIDELINES.
SW
Roof RL39.98
AS PER DETAIL B.
SW
20. ROADBASE MATERIAL SHOULD BE PLACED IN LAYERS AT LEAST 75 MM THICK BUT
35.02
CONNECTION TO ROOF DRAINAGE AND NOT EXCEEDING 150 MM IN THICKNESS, AND COMPACTED TO A MINIMUM DENSITY
TREE 0.30707
RP139776
Roof RL37.20
STORMWATER OUTLET TO HYDRAULIC OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED IN ACCORDANCE WITH
43
PROPOSED 5000L REUSE & ATTENUATION TANK
ENGINEERS SPECIFICATION. AUSTRALIAN STANDARD AS1289.6.2.
p
p
AS PER DETAIL B.
SW
+35.00
21. CONTRACTOR TO UNDERTAKE ROADWORKS TESTING IN ACCORDANCE WITH
SW
CONNECTION TO ROOF DRAINAGE AND NOOSA SHIRE COUNCIL GUIDELINES, DRAWINGS AND SPECIFICATIONS.
outdoor shw
dw s s
STORMWATER OUTLET TO HYDRAULIC 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
AS1304. MIN 100MM BASE COURSE WHERE SUBGRADE CBR <=6. LOCATION AND
t
35
TYPE OF INTERNAL CONCRETE JOINTS TO CONFORM TO STRUCTURAL ENGINEERS
ct
rf
rf
SPECIFICATION.
p
p
cbd cbd
+34.75
+35.10 +35.10
+34.91
35.17
+34.90 +34.90
TREE 0.20603
Measure Invert
Sewer Manhole
+35.10
+34.75
Unable to
GREV 0.51510
34.52
GUM 0.31508
S S S S
S
S
34.58
34.57
+34.50
241°39'00"
27.167
.00
37
RL
of
Ro
6
7.4
e RL3
g
Rid
RP160425
RP160425
133
6
132
6.0
RP160425
L3
134
f R
Roo
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
14 WYANDRA STREET, NOOSA HEADS
14 Wyandra Pty Ltd TITLE: STATUS:
STORMWATER LAYOUT FOR See the original
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