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Attachment 5 - Stormwater Managment Plan · 132007.12.8
Attached to the e-mail 132007.12.8 - Changes Application - Noosaville Medical and Professional Centre 90 Goodchap Street , Noosaville.
Plans and drawings: the text below has words only, no drawings.
GENERAL NOTES
1. ALL WORK IS TO BE CARRIED OUT TO THE STANDARDS OF, AND TO
THE APPROVAL OF THE NOOSA COUNCIL AND THE ENGINEER.
2. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE
NOOSA SHIRE COUNCIL STANDARD DRAWINGS :
OVER EXISTING SEWER MAIN
BY APPROVED CONTRACTOR
9813 SEWER CONSTRUCTION TRENCHES & BEDDING
NEW MANHOLE TO BE BUILT
UNDER N.S.C. SUPERVISION
9821H HOUSE CONNECTION BRANCHES -
9822C SEWER MANHOLES
9843 DUCTILE IRON SEWER MANHOLE COVERS
9848A SEWER MANHOLE - PRECAST COMPONENTS AND BASE
MH STUB 150 DIA.
MH STUB 150 DIA.
3. PROPERTY BOUNDARIES SHALL BE STAKED PRIOR TO SEWERAGE
CONSTRUCTION AND SEWERAGE MANHOLE LOCATIONS CHECKED
NV10/00/01
NV10/00/02
NV10/00/03
BY CONTRACTOR TO ENSURE BOUNDARY CLEARANCES ARE
ACHIEVED - THE CONTRACTOR SHALL NOT RELY SOLELY ON SEWER
CHAINAGES TO SET OUT MANHOLES.
IL 3.80
IL 5.40
4. FINAL SURFACE LEVELS OF MANHOLES ARE TO BE ADJUSTED ON
SITE TO SUIT ALL EARTHWORKS. - TYPICALLY 75mm ABOVE
SURROUNDING FINISHED SURFACE LEVELS.
5. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING
SERVICES BEFORE COMMENCEMENT OF WORK ON SITE.
6. ALL TRENCH EXCAVATION AND CONSTRUCTION IS TO BE IN
ACCORDANCE WITH THE CONSTRUCTION SAFETY ACT 1971-1975 AS
AMENDED, AND THE MINES REGULATIONS ACT.
7. THE CONTRACTOR SHALL CONFIRM EXISTING SEWER LEVELS BEFORE
COMMENCING WORK.
PIPELINES
1. ALL SEWERS ARE TO BE 150
uPVC CLASS SN8 - AS1260 - RUBBER RING
JOINTED , UNLESS NOTED OTHERWISE. FOR SEWERS DEEPER THAN 3.0
m, uPVC CLASS 12 PRESSURE PIPE TO AS1477 SHALL BE USED. INSIDE
DEPTH AND SIZE OF EXISTING EDGE OF CLASS 12 PIPE TO BE CHAMFERED TO PROVIDE A SMOOTH
SEWER RISING MAIN TO BE TRANSITION OF FLOWS WHEN USED IN CONJUNCTION WITH OTHER
CLASSES OF PIPES AND FITTINGS.
CONFIRMED ON SITE PRIOR
TO STARTING WORKS 2. ALIGNMENTS UNLESS NOTED OTHERWISE SHALL BE:
0.30m
2.1. 1.50m INSIDE FRONT BOUNDARY OF ALLOTMENTS
2.2. 1.50m INSIDE REAR BOUNDARY OF ALLOTMENTS
2.3. 1.00m FROM SIDE BOUNDARY OF ALLOTMENTS
ALL DOWN PIPES AND DRAINAGE 3. BEDDING FOR PIPELINES TO BE TYPE 1 UNLESS OTHERWISE NOTED
FROM FUTURE ROOF TO BE AND PLACED IN ACCORDANCE WITH NOOSA SHIRE COUNCIL STANDARD
COLLECTED BY WAY OF A GUTTER DRG. No. 9813. IN COASTAL SAND TERRAIN , EXCAVATED MATERIAL MAY
ARRANGEMENT OR A PIPE BE USED FOR BEDDING SUBJECT TO THE APPROVAL OF THE SHIRE
NETWORK AND RUN INTO GROSS ENGINEER. ALL OTHER AREAS SHALL USE WASHED 5mm - 10mm
POLUTANT TRAP. REFER SHEET SCREENINGS OR MARY RIVER SAND AS BEDDING AND BACKFILLING
MATERIAL.
SK1 FOR LOCATION.
Datum R.L. 1.00 4. MINIMUM COVER FOR SEWER PIPES SHALL BE 1.0 METRE FOR
ALLOTMENTS AND FOOTPATHS , AND 1.5 METRES FOR ROADWAYS
STREET / PROP PRIVATE PROPERTY
HOUSE CONNECTION BRANCHES
DIAMETER
8.00 GRADE 1 in ..... 25.0 25.0 5. THE FOLLOWING CRITERIA ARE TO BE TAKEN INTO ACCOUNT WHEN
21 22 23 24 25 26 27 28 29 30 31 32 SETTING THE INVERT LEVEL OF AN HCB ...
BEDDING TYPE 1
8.00 5.1. DEPTH TO INSPECTION OPENING SHALL BE BETWEEN 0.6m AND
LENGTH 9.54 40.5 1.5m
5.2. INSPECTION OPENING SHALL CONTROL THE ALLOTMENT AT A
7.08 GRADE OF 1 IN 60
8.00
7.5% APPROX.
5.3. WITH 300mm COVER AT HEAD OF DRAIN
1.50
1.33
2.62
0.83
0.85
7.07 DEPTH TO INVERT
8.00 7.36 5.4. (C) DEPTHS IN EXCESS OF 1.5m ARE NOT ACCEPTABLE
11.4%
2.5%
6. HOUSE CONNECTION JUMP-UPS ON SEWERS DEEPER THAN 2.0m SHALL
1.73
2.85
3.23
3.73
5.35
20 INVERT LEVELS BE "SUGDON" FIBREGLASS REINFORCED DROP JUNCTIONS.
7.90 7.90 12.5% 7. HOUSE CONNECTION BRANCHES TO EXTEND AT LEAST 1.5m INTO
PROPERTY BEING SERVED.
4.35
6.20
6.95
4.56
7.90 7.21 6.95
19 SURFACE LEVELS
47 48 49 50 51 52 53 54 8. ALL HOUSE CONNECTION BRANCHES TO BE TYPE A , P OR F AND
CONSTRUCTED IN ACCORDANCE NOOSA SHIRE COUNCIL STANDARD
50.04
0.00
DRG. No. 9821H.
9.54
DISTANCE
Property Boundary
18 33
9. HOUSE CONNECTION BRANCHES TO BE 100mm DIAMETER UNLESS
NOTED OTHERWISE.
17
8.00 8.00 34
11.1%
46 45 44 43 42 41 40 39 WORK ON EXISTNG SEWERS
7.90
7.90
35
REPLACE EXISTING BIKE PATH AND
CONSTRUCT TO PROPOSED LEVELS.
SEWER LONGITUDINAL SECTION 10. ALL WORK ON EXISTING SEWERS TO BE PERFORMED BY APPROVED
16
CONTRACTOR UNLESS OTHERWISE DIRECTED BY THE SHIRE ENGINEER
, AND ACTUAL COST INCLUDING LABOUR AND MATERIALS SHALL BE MET
VERT. SCALE 1 : 50 UNREDUCED AT A1 BY THE DEVELOPER.
FOR LOWER DRIVEWAY RAMP REFER
15 36 2.5 2 1.5 1 0.5 0 2.5m
SHEET SK1. PUMPING STATIONS
37 25 20 15 10 5 0 25m 11. PUMPING STATIONS SHALL BE INSTALLED IN ACCORDANCE WITH
14
NOOSA SHIRE COUNCIL STANDARD DRAWINGS Nos. 9823A, 9824, 9825,
DRIVEWAY RAMPS COLLECTED IN 300 HOR. SCALE 1 : 500 UNREDUCED AT A1 9826E, 9827, 9828A AND 9830.
7.90 7.90 WIDE GRATED DRAINS AND PIPED TO
8.00
13 38 NEW HEADWALL. REFER SHEET SK1. 12. MANHOLES SHALL BE PRE-CAST 1070mm DIA. UNLESS OTHERWISE
NOTED AND CONSTRUCTED IN ACCORDANCE WITH NOOSA SHIRE
8.00
12 11 10 9 8 7 6 5 4 3 2 1 COUNCIL STANDARD DRAWINGS Nos. 9822c, 9843 & 9848a.
8.00 8.00
SET OUT POINT
0,0
ALL DOWN PIPES AND DRAINAGE DROPPER TO GROSS POLUTANT
FROM FUTURE ROOF TO BE TRAP. REFER SHEET SK1 FOR
COLLECTED BY WAY OF A GUTTER LOCATION.
ARRANGEMENT OR A PIPE
NETWORK AND RUN INTO GROSS
POLUTANT TRAP. REFER SHEET
SK1 FOR LOCATION.
LEVEL 2 GENERAL ARRANGEMENT PLAN
1:400 UNREDUCED AT A3
1:200 UNREDUCED AT A1 7.30 DENOTES PROPOSED FINISHED SURFACE LEVEL
COPYRIGHT Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to A. VENESS
copyright in accordance with the N.C. OLIVER Designed Verified
PROPOSED CARPARK SCHEME, LEVEL 2 GENERAL AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
PROPERTIES S. PRYSTUPA LOT 4 GOODCHAP ST, NOOSAVILLE ARRANGEMENT PLAN Drawing Number
used for this specific project.
PTY. LTD. Approved RPEQ No
RDP 15652-SK2
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY NOOSA COUNCIL
B 21.6.17 ISSUED FOR COMMENT P.C. Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed Date 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 MCU APPROVAL HORIZ DATUM
A 3.8.15 ISSUED FOR COMMENT A.V.
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336
ROL APPROVAL
OPW APPROVAL
VERT DATUM AHD
RL MEASUREMENT BAR - INCREMENTS IN mm
2 of 2 B
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