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Approved Plans - OPW21/0160 - Engineering Plans - 9 Butler St, Tewantin
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Log in to see the plans as drawn GENERAL NOTES EROSION NOTES CONCRETE NOTES ENVIRONMENTAL NOTES
1. All dimensions are in metres unless noted otherwise. 1. Unless approved otherwise the sequence of operations shall be as follows: 1. Concrete for sewerage manholes shall comply with the requirements of the S E
Q VEGETATION PROTECTION
2. All levels are to the invert of kerb and channel or face of kerb. .gnicnef fonoi tcere ,sevreser eganiarddnasaera ref fub fono.ai taeni D le l lahssm
e
tner iuqer edocS
E
Qw
o. lebdetsi l setoneht ot ref f idm
yahcw
ih,edocegaw res 1. Trees located along the footpath should be, where possible transplanted prior to
3. All setout is to the invert of kerb and channel or face of kerb. .ecnef t l is l l iw d fonoi tcerednasel ipkcots l iospot f.o
h
o
n bnoi tacoL .ecnedecerpekat construction, or replaced if destroyed.
4. Topsoil is to be stripped and replaced on all disturbed earthworks areas within c. Construction of diversion works necessary to minimise runoff from entering site. 2. All concrete supply and work shall meet the requirements of AS3600. 2. When working within 4m of trees, rubber or hardwood girdles with 1.8m battens
footpath area. d. Construction of temporary erosion and sediment control measures (eg silt fences). 3. Concrete grade shall be N32 u.n.o. Where pavement depths are greater than 150mm closely spaced and arranged vertically from ground level. girdles must be strapped
5. All temporary and permanent signage and linemarking to be in accordance with main e. Land clearing and topsoil stripping. use SL82 mesh. to trees prior to construction and remain until completion.
roads standards (manual of uniform traffic control devices). f. Construction of stormwater drainage facilities. 4. Minimum cover to mesh is to be 50mm. 3. Where possible tree roots should be tunneled under rather than severed. if roots
m
.osce
m roerofebet is-nodekcehcebot era.6snoim
cnekw sneid l A
l g. Land shaping. 5. Concrete slump shall be not less than 45mm and greater than 80mm. are severed the damaged area should be treated with a suitable fungicide. contact
7. Dimensions shall not be obtained by scaling the drawing. .secivres fonoi tal latsni ,sw sseccadnasdaor fono.hi tcurtsC
ya no 6. Aggregate for concrete shall be clean and free of clay particles. arborist for further advice.
8. During construction, barriers, lights & signs shall be maintained to ensure safe i. Final rehabilitation and landscaping. 7. No admixtures to the concrete shall be permitted without the prior approval of the 4. Any tree lopping required within road reserve shall be undertaken only with council
passage of traffic and pedestrians in accordance with the requirements of the local j. Maintenance. superintendent. approval and/or in accordance with development conditions.
authority. 2. All silt fences are to be installed parallel to contours unless shown otherwise. where 8. Compliance of concrete supply shall be in accordance with the requirements of TOPSOIL
9. All workmanship and materials shall be in accordance with s.a.a. codes & by-laws installed not parallel to contours, regular 'returns' or 'turnups' shall be provided to section 20 of AS3600 1. Topsoil and subsoil should be stockpiled separately.
and ordinances of the relevant local authority and workplace health and safety minimise scouring along the sediment fence. 9. Concrete surface shall be broom finished. 2. Care should be taken to prevent sediment from entering the stormwater system.
requirements. 3. Silt fences are to be installed downhill and diversion banks uphill of stockpiles. 10. Concrete shall not be placed when hot dry wind conditions prevail. This may involve placing appropriate sediment controls around the stockpiles.
10. The contractor shall be responsible for notifying all relevant authorities and paying all 4. Topsoil stockpiles are to be mulched or temporarily vegetated if they are to remain for 11. Concrete placed in temperatures over 25 centigrade shall immediately after REHABILITATION
fees necessary before commencing work, for locating all existing services and for more than 30 days. placement be coated with an evaporation retardant and/or curing oil approved by the 1. Pre-disturbance soil profiles and compaction levels are to be reinstated.
repair of any services damaged as a result of the works. 5. Movement of construction equipment shall be limited to the area of work and existing Architect. 2. Pre-disturbance vegetation patterns should be restored. For further information
11. All RCP pipes to be class '2' u.n.o. and all uPVC pipes shall be class 'sn9' u.n.o. RCP roads. 12. Concrete pavements shall be jointed as detailed on the drawings. All shrinkage crack contact council ecological assessment officer.
or FRC pipes may be used. Disturbed areas may only include the following. control joints shall be sawn within 24 hours of concrete placement. All joints shall be
12. The clients surveyor shall peg pit location and stake rp boundaries prior to .evreser daor eht fohtdw i - sevres·er dR
ao sealed with an approved sealant installed strictly in accordance with the
construction. · Pipeline routes - 4m wide strip. manufacturers specifications.
ROOFWATER DRAINAGE NOTES
13. Damaged footpaths and private property shall be reinstated to their original condition. Balance of the site must be cordoned off and no access permitted to these areas. 13. Concrete shall be fully compacted before screeding, with particular care taken at each 1. Minimum cover to be 450mm in all private property UNO.
14. Contractor to verify all invert levels, surface levels, cover over drainage lines, and 6. Disturbed ares to be grassed following final trimming, areas are to be disturbed and expansion joint. 2. All RCP pipes to be class '2' U.N.O. and all uPVC pipes shall be class sn6 U.N.O.
minimum falls are correct & obtainable prior to commencement of work. restored progressively. 14. Dimensional tolerances. RCP or FRC class '2' pipes may be used.
15. The contractor's attention is drawn to the requirements of the work health and safety 7. All ESC measures shall be inspected: 14.1. Length slab (up to 18m) +or- 6mm 3. All drainage excavation and construction shall be carried out in accordance with
act 2011. all work is to be carried out in accordance with this act and in particular the · At least daily when work is occuring on site or weekly when work is not occuring. 14.2. Width slab +or- 6mm AS3500 and the applicable local authority specifications and standard details.
contractor is to ensure the requirements of this specification with regard to 'notification · Within 24 hours of expected rain. 14.3. Thickness slab + 10mm - 3mm 4. All materials shall meet the requirements of AS1254 and AS1273.
in relation to a notifiable project, are fulfilled. · Within 18 hours of a rainfall event (i.e. an event of sufficient intensity and duration to 15. During the curing period maintain the concrete at a reasonably constant temperature, 5. Pipes shall be laid at min. 1% grade unless noted otherwise.
16. All work shall be carried out in accordance with current sunshine coast regional mobilise sediment on site. not excessively hot or cold, to minimise moisture loss, by a suitable method which 6. Contractor must verify that all pipe levels and grades can be achieved prior to
council standard drawings and specifications. maintenance shall occur when the capacity of the esc measures falls below 75%, may include: constructing drain. Any conflict shall be referred to the superintendent for any
17. Contractor shall verify bench mark levels and advise the superintendent of any then esc measures shall be checked by the end of the day 15.1. Ponding or continuous sprinkling with water (moist curing) necessary alterations prior to any construction of connecting pipework.
discrepancies prior to construction. 8. Kerb and/or surface inlet sediment traps are to be provided at each drainage pit until 15.2. An impermeable clear membrane, taped at joins and sealed at the edges 7. Pipes shall not be laid within the zone of influence of structural loadings unless
18. Contractor shall verify the location of all existing services prior to commencement of adjacent disturbed areas are fully restored. 15.3. An absorptive cover kept continuously wet bridging of the load is provided. any bridging is to be designed by a rpeq.
work. all existing services and structures are to be maintained.sin
t ipgoodtelni rem w
tra
otorder
s l la tadedfor
ivorpebthe
ot sgabdnas rosl .l9 or ret l iF 15.4. An approved curing compound (submit details for approval prior to concreting 8. Benching of pit structures shall have a smooth finished surface, and pipes shall
duration of the contract. any cost associated with repairing damage to existing 10. Any dirt/mud/materials spilt or tracked onto council's roads is to be broomed up and operations taking place), applied in accordance with the manufacturer's not project inside the shaft of the pit.
services shall be paid for by the contractor. collected - not washed down into the stormwater drains. instructions. 9. All roofwater inspection manholes are to be constructed in accordance with
19. The contractor shall prepare a workplace health and safety plan for the project and 11. Any damage or excess erosion/sediment is to be repaired/managed as required to 16. Curing period: Cure continuously until the cumulative number of days or fractions Noosa Shire Council standard drawings. Proprietary roofwater pits may be used in
shall not commence work until it is complete and evidence of such has been provided maintain control devices. thereof (not necessarily consecutive) during which the air temperature in contact with lieu of insitu concrete pits provided they are installed in accordance with the
to the Superintendent. 12. All water quality data including dates of rainfall etc, must be maintained in an on-site the concrete is above 10~c, totals not less than 7 days. manufacturers recommendations.
20. The contractor shall not commence works until all required insurances are in place register. this register is to be maintained for the duration of the approved works, and 17. Laps shall be such that the two outermost wires of one sheet of fabric overlap with the
and evidence of such has been provided to the Superintendent. be available on-site for inspection by council officers on request. outermost wire of the sheet being overlapped.
21. The contractor shall be responsible for notifying all relevant authorities before 13. All vehicles exiting the site will be cleaned & treated so as to prevent material being 18. Lapped portions shall be tied with wire at a maximum spacing of 500mm.
commencing work. Works shall not commence until a pre-start meeting is held with tracked or deposited on public roads. 19. Reinforcement mesh shall be supported on chairs in a regular grid not exceeding
Council Officers. 14. Ground cover of 70% coverage is required within 30 calendar days from completion 1.0m.
22. Where traffic management is required as part of the works the contractor shall submit of any works on disturbed areas. 20. Dowels shall be stainless steel for all sites within 1km of the ocean, or hot-dipped
a traffic management plan for approval by the superintendent prior to commencing 15. All temporary erosion and sediment control (ESC) measures are to be maintained and galvanised for sites between 1km and 10km from the ocean.
work. fully operational during the maintenance period and are to be removed after the 21. Joint sealants shall be silicon and shall be installed in accordance with the
23. All environmental weeds shall be removed from the site. satisfactory completion of an off maintenance inspection by council and prior to formal Manufacturers recommendations.
24. 12. All trees that are removed shall be mulched. The mulch shall be stockpiled on acceptance "off maintenance" by council. 22. Unbound Sub-base where required shall be well compacted type 2.5 Crushed rock.
site for use in erosion and sediment control or landscaping. 23. Unless noted otherwise all concrete shall be broomed finished. If exposed aggregate
surfacing is specified a minimum aggregate PSV of 48 shall be used.
24. All concrete shall be thoroughly compacted with surface and/or immersion vibrators
particularly around reinforcement and at corners of forms.
25. Concrete pavements shall not be trafficked inside of 7 days after placement.
26. All dowels shall be supported on cradles and should not be tied to the reinforcement
mesh.
27. 21. Preformed metal key joints may be used as an alternative to the contraction
joint detail shown.
-
WARNING
BEWARE OF UNDERGROUND SERVICES
The locations of underground services are approximate only.
It is the responsibility of the contractor to prove the
exact position of all services on site. APPROVED PLANS
OPW21/0160
No guarantee is given that all existing services are shown.
Locate all underground services before commencement of works
DIAL 1100 BEFORE YOU DIG
www.1100.com .au NOOSA COUNCIL
11 AUGUST 2021
FILE: 201102.dwg DATE: 01-06-2021 USER: NATHANFLANDERS -
XREFS: X_Design, X_Titleblock, X_Survey
FIRST DESIGN DRAWN CHECK APPROVED DATE STATUS SCALE CLIENT PROJECT DRAWING TITLE
AMENDMENT DETAILS All setting out should be carried
ISSUE
A
NF
NF
PM
PM
KS
KS KS 28.07.21 RFI RESPONSE ISSUED FOR APPROVAL
out in accordance with Council's
standard drawings or as
K. COURTNEY 9 BUTLER ST, TEWANTIN NOTES PLAN
A
M
E
nominated on hard copy plans.
Any digital information supplied by
OPERATIONAL WORKS
N
D
M
APPROVED this office is for information only.
Any discrepancies should be
DA No. RAL21/008
E BY: A. K. Sani RPEQ 10697 PROJECT No. DRAWING No. REVISION
N discussed with the superintendent.
T
S
SIGN: DATE: 28.07.21
© Ferg & Roeds Consulting Pty Ltd
ABN 60 646 316 056
201102 N01 A
D:\Projects\200701 11 O'Leary Ave, Burpengary\CAD\200701-rev1.dwg Plotted by: ###### on 11/18/2020 11:09:57 AM
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Page 2
DIAL1100 LEGEND
BEFORE YOU DIG EXISTING SEWER
PROPOSED EXISTING ABANDONED SEWER
SEDIMENT FENCE EXISTING COMBINE DRAIN
REFER DETAIL EXISTING TELSTRA
EXISTING OPTIC FIBRE
EXISTING WATER
EXISTING STORMWATER
PROPOSED
EXISTING FOUL WATER
SEDIMENT
EXISTING GAS
FENCE WEIR
REFER DETAIL Y
TC
E
IC
LR
T
H
IO
N
/G
S
ITE
X
I
Y
TC
E
IC
LR
T
G
IU
N
/G
S
ITE
X
I
EXISTING KERB INVERT
EXISTING CONTOURS
DESIGN CONTOURS
PROPOSED KERB
PROPOSED ROAD ℄
PROPOSED DRIVEWAY
STABILISED ENTRY/EXIT POINT
PROPOSED SILT FENCE
P
R
O
M
W
E
F
P
RN
O
S
E
C
D
S
N
E
ID
T
GULLY PIT SOCK PROTECTION
PROPOSED
P
R
O
PO
S
T
S
E
R
DM
WA
E
T
R
SEDIMENT FENCE
RETURN PROPOSED SEWER
SEWER TO BE ABANDONED
PROPOSED WATER
STABILIZED
PROPOSED RETAINING WALL
ENTRY AND EXIT
PROPOSED FENCE
POINT REFER
DETAIL AREA OF FILL
AREA OF CUT
EXISTING SPOT LEVEL
PROPOSED SPOT LEVEL
PROPOSED LAYOUT & EROSION & SEDIMENT MANAGEMENT
SCALE 1:200
RY
DA
N X
BOU MA
T 2m
ON
FR
FENCE POST
WEIR TO BE 600mm WIDE REINFORCED
(MAX 2m CRS.)
150-200mm 00m U.N.O. ON LAYOUT PLAN BACKING
THICK 3.0
TH FILTER FABRIC
ID RB (SECURE TO BACKING)
W KE
UM NG
700 MAX
450 MIN
IM TI EMBED FILTER
N
MI IS
0.500
EX UNDISTURBED FABRIC
EXISTING ROADWAY
OR GROUND
W FALL
NE
CONSTRUCT WEIR WEIR HEIGHT TO BE
0.500
40-75mm NOMINAL ANCHOR AS PER DETAIL 300mm U.N.O.
0.200
CRUSHED ROCK FOR SEDIMENT FENCE
GEOTEXTILE FABRIC 0.200
STABILISED ENTRY/EXIT POINT TYPICAL DETAIL DURING SEDIMENT FENCE WEIR ISOMETRIC SECTION
CONSTRUCTION PHASE N.T.S.
TEMPORARY SEDIMENT FENCE DETAIL
N.T.S.
N.T.S.
-
WARNING NOTE:
BEWARE OF UNDERGROUND SERVICES ALL ESC MEASURES SHALL BE INSPECTED:
The locations of underground services are approximate only. 1. AT LEAST DAILY WHEN WORK IS OCCURING ON SITE
It is the responsibility of the contractor to prove the
exact position of all services on site.
OR WEEKLY WHEN WORK IS NOT OCCURING.
2. WITHIN 24 HOURS OF EXPECTED RAIN.
APPROVED PLANS
OPW21/0160
No guarantee is given that all existing services are shown. NOTE:
Locate all underground services before commencement of works 3. WITHIN 18 HOURS OF A RAINFALL EVENT (i.e. AN REFER TO TITLE SHEET 201102-T01 FOR DRAWING
DIAL 1100 BEFORE YOU DIG EVENT OF SUFFICIENT INTENSITY AND DURATION TO
NOOSA COUNCIL
INDEX & SITE LAYOUT. REFER TO NOTES SHEET
www.1100.com .au MOBILISE SEDIMENT ON SITE. 201102-N01 FOR ALL PROJECT NOTES.
11 AUGUST 2021
FILE: 201102.dwg DATE: 01-06-2021 USER: NATHANFLANDERS -
XREFS: X_Design, X_Titleblock, X_Survey
FIRST DESIGN DRAWN CHECK APPROVED DATE STATUS SCALE CLIENT PROJECT DRAWING TITLE
AMENDMENT DETAILS All setting out should be carried
ISSUE
A
NF
NF
PM
PM
KS
KS KS 28.07.21 RFI RESPONSE ISSUED FOR APPROVAL
0 1 2 4 out in accordance with Council's
standard drawings or as
K. COURTNEY 9 BUTLER ST, TEWANTIN PROPOSED LAYOUT &
A
M
E
nominated on hard copy plans.
Any digital information supplied by
OPERATIONAL WORKS EROSION & SEDIMENT
N
D
M
APPROVED this office is for information only.
Any discrepancies should be
DA No. RAL21/008 MANAGEMENT DETAILS
E BY: A. K. Sani RPEQ 10697 PROJECT No. DRAWING No. REVISION
N discussed with the superintendent.
T
S
SIGN: DATE: 28.07.21
© Ferg & Roeds Consulting Pty Ltd
ABN 60 646 316 056
201102 ES01 A
D:\Projects\200701 11 O'Leary Ave, Burpengary\CAD\200701-rev1.dwg Plotted by: ###### on 11/18/2020 11:09:57 AM
Page 3
LEGEND
DIAL1100
BEFORE YOU DIG EXISTING SEWER
EXISTING ABANDONED SEWER
EXISTING COMBINE DRAIN
DRIVEWAY
TURNAROUND AREA EXISTING TELSTRA
EXISTING OPTIC FIBRE
EXISTING WATER
EXISTING STORMWATER
EXISTING FOUL WATER
EXISTING GAS
Y
TC
E
IC
LR
T
H
IO
N
/G
S
ITE
X
I
Y
TC
E
IC
LR
T
G
IU
N
/G
S
ITE
X
I
EXISTING KERB INVERT
EXISTING CONTOURS
DESIGN CONTOURS
PROPOSED KERB
PROPOSED ROAD ℄
PROPOSED DRIVEWAY
P
R
O
PO
S
T
S
E
R
DM
WA
E
T
R
PROPOSED SEWER
SEWER TO BE ABANDONED
PROPOSED WATER
PROPOSED RETAINING WALL
PROPOSED FENCE
SECTION OF EXISTING
PROPOSED DOWEL JOINT
CROSSOVER TO REMOVED
PROPOSED SAWCUT JOINT
PROPOSED WATER CONDUIT
PROPOSED ELECTRICAL CONDUIT
WIDENING OF EXISTING
PROPOSED TELECOM CONDUIT
CROSSOVER TO BETTER ALIGN
WITH PROPOSED DRIVEWAY EXISTING SPOT LEVEL
VISITOR PARKING PROPOSED SPOT LEVEL
SPACE
WARNING
BEWARE OF UNDERGROUND SERVICES
The locations of underground services are approximate only.
It is the responsibility of the contractor to prove the
exact position of all services on site.
No guarantee is given that all existing services are shown.
Locate all underground services before commencement of works
DIAL 1100 BEFORE YOU DIG
www.1100.com.au
DRIVEWAY LAYOUT CUT 200mm LONG PIECE
REFER DETAIL
OUT OF EVERY 2nd 6mm SAW CUT
SCALE 1:100 A
WIRE 6
PROPOSED ROADSEAL SL JOINT
SEALANT RECESSED
DRIVEWAY
3mm BELOW SURFACE
30
LEVEL
CLOSED CELL
PROPOSED SLAB
SL72 MESH
REINFORCEMENT
SAW CUT JOINT (SJ) POLYETHYLENE BACKING
(N32) N.T.S. ROD
50mm COVER
50mm(MAX) SAW CUT JOINTS WITHIN 12
BEDDING SAND HOURS OF CASTING SLAB
DETAIL A
125
N.T.S.
SEALANT SL72 MESH
CONCRETE SLAB DETAIL - DRIVEWAY REFER DETAIL B WITH REINFORCEMENT
20
5
N.T.S. BACKING ROD 50mm COVER
75
1x50ØELECTRICAL CONDUIT 1x50Ø TELECOM CONDUIT
(WITH DRAW WIRES (WITH DRAW LINES
INSTALLED) INSTALLED) 75
10
50Ø CONDUIT
125
MINIMUM SEPARATION TO MINIMUM SEPERATION TO SEALANT
50
FOR 32Ø WATER ALL OTHER SERVICES ALL OTHER SERVICES - 25 EXPANSION BOND BREAKER
SERVICE CUP
BACKING ROD
300mm LONG R12 DOWEL BARS @
APPROVED PLANS
150 150 BOND
300mm CENTRES or 300mm LONG BREAKER
DRIVEWAY TYPICAL SECTION R16 DOWEL BARS @ 450mm FILLER FILLER
NOTE:
REFER TO TITLE SHEET 201102-T01 FOR DRAWING SCALE 1:20 OPW21/0160 CENTRES
INDEX & SITE LAYOUT. REFER TO NOTES SHEET
201102-N01 FOR ALL PROJECT NOTES. NOOSA COUNCIL DOWEL JOINT (DJ) DETAIL B
11 AUGUST 2021 N.T.S. N.T.S.
FILE: 201102.dwg DATE: 01-06-2021 USER: NATHANFLANDERS
-
XREFS: X_Design, X_Titleblock, X_Survey
FIRST DESIGN DRAWN CHECK APPROVED DATE STATUS SCALE CLIENT PROJECT DRAWING TITLE
AMENDMENT DETAILS All setting out should be carried
ISSUE
A
NF
NF
PM
PM
KS
KS KS 28.07.21 RFI RESPONSE ISSUED FOR APPROVAL
0 1 2 4 out in accordance with Council's
standard drawings or as
K. COURTNEY 9 BUTLER ST, TEWANTIN DRIVEWAY
A
M
E
nominated on hard copy plans.
Any digital information supplied by
OPERATIONAL WORKS LAYOUT PLAN
N
D
M
APPROVED this office is for information only.
Any discrepancies should be
DA No. RAL21/008 & DETAILS
E BY: A. K. Sani RPEQ 10697 PROJECT No. DRAWING No. REVISION
N discussed with the superintendent.
T
S
SIGN: DATE: 28.07.21
© Ferg & Roeds Consulting Pty Ltd
ABN 60 646 316 056
201102 DW01 A
D:\Projects\200701 11 O'Leary Ave, Burpengary\CAD\200701-rev1.dwg Plotted by: ###### on 11/18/2020 11:09:57 AM
Page 4
DIAL1100
BEFORE YOU DIG
LEGEND
EXISTING SEWER
EXISTING ABANDONED SEWER
EXISTING COMBINE DRAIN
EXISTING TELSTRA
EXISTING OPTIC FIBRE
EXISTING WATER
EXISTING STORMWATER
EXISTING FOUL WATER
EXISTING GAS
Y
TC
E
IC
LR
T
H
IO
N
/G
S
ITE
X
I
Y
TC
E
IC
LR
T
G
IU
N
/G
S
ITE
X
I
EXISTING KERB INVERT
EXISTING CONTOURS
DESIGN CONTOURS
PROPOSED KERB
PROPOSED ROAD ℄
PROPOSED DRIVEWAY
P
R
O
PO
S
T
S
E
R
DM
WA
E
T
R
PROPOSED SEWER
SEWER TO BE ABANDONED
PROPOSED WATER
PROPOSED RETAINING WALL
EXISTING STORMWATER
MANHOLE/PIT
PROPOSED STORMWATER
MANHOLE/PIT
EXISTING SPOT LEVEL
PROPOSED SPOT LEVEL
STORMWATER LAYOUT
SCALE 1:200
DISCLAIMER
WHILST EVERY EFFORT HAS BEEN MADE TO ENSURE THAT THE
INFORMATION PROVIDED IN THIS DRAWING/DESIGN WAS ACCURATE AT
THE TIME IT WAS COMPILED, AS PART OF THE COUNCIL'S "AS
CONSTRUCTED" RECORDS, IT REMAINS THE RESPONSIBILITY OF
PROPERTY OWNERS AND THEIR CONTRACTORS, SUB-CONTRACTORS
EMPLOYEES, SERVANTS AND AGENTS AS APPROPRIATE IN THE
CIRCUMSTANCES TO MAKE ALL REASONABLE EFFORTS TO ASCERTAIN
THE PRECISE LOCATION OF EXISTING INFRASTRUCTURE INCLUDING
WATER MAINS, SEWERS AND DRAINS BEFORE UNDERTAKING
EXCAVATION OR CONSTRUCTION WORK.
USERS OF THE INFORMATION SHOULD BE AWARE THAT SINCE THE
- ORIGINAL RECORDING OF THE DEPTHS IN RELATION TO GROUND
LEVELS, CHANGES MAY HAVE OCCURRED AS A RESULT OF
APPROVED PLANS
SUBSEQUENT WORK OR ACTIVITIES INVOLVING FILLING OR
EXCAVATION. CONSEQUENTLY, DRW CONSULTING PTY LTD TAKES NO
RESPONSIBILITY FOR ANY APPARENT ERROR OR INACCURACIES THAT
OPW21/0160 ARE SHOWN TO EXIST AS AT THE DATE INFORMATION WAS PROVIDED
OR AT A LATER DATE. THE ABOVE ALSO APPLIES TO LOCATION AND
SOAKAGE PIT DETAIL NOOSA COUNCIL DEPTH OF OTHER PUBLIC UTILITIES. ANY DAMAGE CAUSED TO
EXISTING PUBLIC UTILITIES BY THE CONTRACTOR WILL BE REPAIRED
11 AUGUST 2021
SCALE 1:20 BY THE RELEVANT AUTHORITY AT THE CONTRACTOR'S EXPENSE.
-
FILE: 201102.dwg DATE: 01-06-2021 USER: NATHANFLANDERS
XREFS: X_Design, X_Titleblock, X_Survey
FIRST DESIGN DRAWN CHECK APPROVED DATE STATUS SCALE CLIENT PROJECT DRAWING TITLE
AMENDMENT DETAILS All setting out should be carried
ISSUE
A
NF
NF
PM
PM
KS
KS KS 28.07.21 RFI RESPONSE ISSUED FOR APPROVAL
0 2 4 8 out in accordance with Council's
standard drawings or as
K. COURTNEY 9 BUTLER ST, TEWANTIN STORMWATER
A
M
E
nominated on hard copy plans.
Any digital information supplied by
OPERATIONAL WORKS LAYOUT PLAN
N
D
M
APPROVED this office is for information only.
Any discrepancies should be
DA No. RAL21/008 & DETAILS
E BY: A. K. Sani RPEQ 10697 PROJECT No. DRAWING No. REVISION
N discussed with the superintendent.
T
S
SIGN: DATE: 28.07.21
© Ferg & Roeds Consulting Pty Ltd
ABN 60 646 316 056
201102 SW01 A
D:\Projects\200701 11 O'Leary Ave, Burpengary\CAD\200701-rev1.dwg Plotted by: ###### on 11/18/2020 11:09:57 AM