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Attachment 4 - Preliminary Civil drawings · 132007.12.8
Attached to the e-mail 132007.12.8 - Changes Application - Noosaville Medical and Professional Centre 90 Goodchap Street , Noosaville.
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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2700 190
STORMWATER DRAINAGE
1. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE JOB SPECIFICATION AND TO THE STANDARDS RL 8.0 (NTS)
BOUNDARY
OF, AND TO THE APPROVAL OF THE NOOSA COUNCIL AND THE ENGINEER. 300mm WATER QUALITY
2. THE CONTRACTOR IS TO LOCATE AND LEVEL ANY EXISTING SERVICES BEFORE COMMENCING WORK AND IS EXTENDED DETENTION DEPTH
TO REPORT ANY DISCREPANCIES TO THE ENGINEER BEFORE PROCEEDING.
3.STORMWATER PIPES ARE TO BE THE SIZE AND CLASS SHOWN ON THE PLAN AND UNLESS OTHERWISE
SPECIFIED TO BE MIN. CLASS "2" PIPE IN A MIN. CLASS "B" BEDDING. ALL PIPES ARE TO BE RUBBER RING RL 6.4 T.O.W.
JOINTED. THE TYPE OF PIPE PROPOSED TO BE USED SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. CARPARK
3. MANHOLES ARE TO BE THE SIZES SHOWN ON THE PLANS WITH SOLID HEAVY DUTY CAST IRON LIDS. PRECAST
PROPERTY
SYSTEMS MAY BE USED IF APPROVED IN ADVANCE BY THE ENGINEER. WEIR RL 6.1 WEIR
300mm
4. SIDE ENTRY PITS ARE TO BE AS SHOWN ON THE PLANS WITH ALL EXPOSED COMPONENTS PRECAST WITH
HEAVY DUTY LIDS.
5. HEADWALLS MAY BE EITHER CAST IN-SITU OR A PRECAST TYPE APPROVED IN ADVANCE BY THE ENGINEER. RL 5.7
6. UNLESS OTHERWISE DIRECTED BY THE ENGINEER, ALL STORMWATER DRAINAGE WORKS ARE TO BE IN HATCHED AREA DENOTES
ACCORDANCE WITH THE QUEENSLAND DEPARTMENT OF TRANSPORT SPECIFICATION MRS11.03 (DRAINAGE, 50m2 OF 400mm DEEP FILTER
RETAINING STRUCTURES AND PROTECTIVE TREATMENTS). MEDIA FOR BIORETENTION. RL 5.4
7. ALL STORMWATER PIPES ARE TO BE PEGGED ON THE GROUND AND APPROVED BY THE ENGINEER PRIOR TO USE LAOMY SAND AS PER APPLIED
CONSTRUCTION.
IPWEAQ STD DRG WSUD-003 WATERPROOFING
RL 5.0 TO WALL
MINIMUM COVER TO BE 600mm.
300mm DEEP 10mm FREE
DRAINAGE GRAVEL AS PER
RL 4.7
IPWEAQ STD DRG WSUD-003
RL 4.5 DRAINAGE
LAYER
NEW 100 DIA. PVC HOUSE CONNECTION
90 DIA. POLYETHYLENE CORRUGATED
PROVIDE 600 MIN. COVER
NEW INSPECTION SLOTTED PIPES IN FILTER SOCK TO
SAW CUT NEATLY EITHER SIDE AND
CHAMBER AS 2439.1 STANDARD.
MAKE GOOD BITUMEN/GRAVEL PAVEMENT
MINIMUM GRADE 1 IN 200
AND CONCRETE KERBS AND CHANNEL
EXISTING HOUSE CONNECTION
MADE REDUNDANT 600x600 BASIN OUTLET PIT
NEW 600 x 600 GRATED PIT WITH GRATED TOP
NEW BARRIER KERB TO
MATCH EXISTING PVC CONNECTIONS TO
EXISTING PIPES SECTION X
NOT TO SCALE -
NEW STORMWATER LINE 600 x 600
GRATED PIT
NV10/00/03
21 22 23 24 25 26 27 28 29 30 31 32
up up
MANHOLE
up
up 2700 190
NEW STORMWATER LINE
RL 8.0 (NTS)
BOUNDARY
D/P ##
20 33
19 34 300mm WATER QUALITY RL 6.4 T.O.W.
CARPARK
47 48 49 50 51 52 53 54
6.95 6.95
EXTENDED DETENTION DEPTH
PROPERTY
RL 6.1 WEIR
300mm
Property Boundary
Property Boundary
18 35
LEVEL 1
17 RL 5.00 36
HATCHED AREA DENOTES 50m2 OF RL 5.7
400mm DEEP FILTER MEDIA FOR
11.1%
46 45 44 43 42 41 40 39
1000 BIORETENTION. USE LAOMY SAND
REPLACE EXISTING BIKE RL 5.4
16 37
PATH AND CONSTRUCT TO
AS PER IPWEAQ STD DRG
3.0m SEWER WSUD-003
PROPOSED LEVELS. APPLIED
EASEMENT (ROCK AT DOWNPIPE LOCATION) WATERPROOFING
15 38 RL 5.0 TO WALL
300mm DEEP 10mm FREE
5.00 5.40 5.68 5.70 6.09 DRAINAGE GRAVEL AS PER
EXISTING SEWER MANHOLE RL 4.7
300 WIDE IPWEAQ STD DRG WSUD-003
2.5%
AND SEWER LINES TO BE
14
12.5% DRIVEWAY RAMPS
GRATED DRAIN COLLECTED IN 300 WIDE RL 4.5
REMOVED ROCK RUBBLE 200mm TK. DRAINAGE
GRATED DRAINS AND PIPED
DISSIPATOR LAID OVER LAYER
13 5.00 5.37 5.65 5.67 6.07 TO NEW HEADWALL.
GEOTEXTILE FABRIC
CAP EXISTING 12 11 10 9 8 7 6 5 4 3 2 1 90 DIA. POLYETHYLENE
SEWER MAIN X Y CORRUGATED SLOTTED PIPES IN
up - - up
FILTER SOCK TO AS 2439.1
STANDARD. MINIMUM GRADE 1 IN 200
3.3%
D ##
##
up up
/P
/P
D
NV10/00/02
MAIN
EXISTING SEWER
MAIN TO REMAIN
SET OUT POINT
0,0 SECTION Y
-
SEWER
NOT TO SCALE
TURFED MOUND AND
MANHOLE BATTER
EXISTING
EXISTING SEWER MH
STONE PITCHED 2000 WIDE WEIR TO TOP OF D/P ## ALL DOWN PIPES AND DRAINAGE
DEPTH AND SIZE OF EXISTING NV10/00/01
BATTERS END BLOCK WALL AT R.L. FROM LEVEL 2 TO BE COLLECTED
SEWER RISING MAIN TO BE 6.1 FOR 16m3 RETENTION AND RUN INTO GROSS POLUTANT
CONFIRMED ON SITE PRIOR TURFED MOUND AND TRAP AT THIS POINT.
TO STARTING WORKS BATTER
NOTE :
EXISTING EARTH GRIDS TO
BE RE-LOCATED BY TELSTRA UNDER DOWNPIPES
7.30 DENOTES PROPOSED FINISHED SURFACE LEVEL
LEVEL 1 GENERAL ARRANGEMENT PLAN
1:400 UNREDUCED AT A3
1:200 UNREDUCED AT A1
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 1 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.
C 23.6.17 ISSUED FOR COMMENT P.C. PTY. LTD. Approved RPEQ No
RDP 15652-SK1
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
1 of 2 C
Used in these records
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