Original source · versioned page text
Civil Plan 031129OW(A) 04-07-22
Attached to the e-mail Operational Works Application OPW22/0172 - DA Form 1 & 2 - Civil Plans 1 of 2 - 53-57 Rene Street, Noosaville - Operational Works.
Plans and drawings
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Log in to see the plans as drawn PROPOSED 150MM UPVC SEWER LINE 23930MM
GENERAL NOTES
1500 1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL OTHER CONSULTANTS
DRAWINGS AND SPECIFICATIONS. 2. BEFORE PROCEEDING WITH THE WORK ANY DISCREPANCIES
1500
IN THE CONTRACT DOCUMENTS SHALL BE REFERRED FOR DECISION TO THE ENGINEER.
3000
3. DO NOT SCALE FROM DRAWINGS IF IN DOUBT, ASK!!
4. CONTRACTOR SHALL VERIFY ALL LOCATIONS OF SERVICES, ALL DIMENSIONS AND LEVELS
5. ALL MATERIALS & WORKMANSHIP SHALL BE IN ACCORDANCE WITH AS2890, THE (INCLUDING
UNITY WATER ASSET THE QUEENSLAND SUPPLEMENT), THE QUEENSLAND BUILDING ACT AMENDMENT ACT 1991 AND
PROPOSED MANHOLE MANHOLE 1050
6. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN RELEVANT APPROVALS PRIOR TO
MANHOLE 1050 ASSET ID - 2663533
7. ALL STORMWATER CULVERTS TO BE RCP CLASS 2. ALL ROOFWATER PIPES TO BE uPVC
8. SILT MANAGEMENT PLAN TO REMAIN IN PLACE UNTIL COMPLETION OF WORKS AND
ASSET ID - TBA S.L - 11.17
LINDSAY CONSULTING PTY
9. ALL PROPOSED OPERATIONAL WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LINDSAY CONSULTING PTY LTD
S.L - 14.00 I.L - 8.56 SEWER EASEMENT COUNCIL'S OPERATIONAL WORKS APPROVAL LETTER AND COUNCIL'S DECISION
I.L - 8.56 10.CONCRETE KERB RAMPS SHALL BE ALIGNED TO COMPLY WITH COUNCIL'S STANDARD LTD
PROPOSED HCB TO ALLOW DRAWING AND SHALL BE CONSTRUCTED STRICTLY IN ACCORDANCE WITH COUNCIL STANDARD
EXISTING BLOCKWORK FOR 1% MIN GRADE FROM 11. ALL TEMPORARY AND PERMANENT ROAD SIGNS AND LINEMARKING SHALL COMPLY WITH
RETAINING WALL 1M INTERNAL SEWER LINE.
THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(M.U.T.C.D.). EXISTING LINE
RPEQ 4928
DRIVEWAY APPROX THROUGHOUT ESTIMATED IL - 13.184
MARKING SHALL BE REMOVED BY GRINDING NOT"BLACKING OUT".
APPROVE OF BLACKING OUT OF EXISTING LINE MARKING. KERB MARKERS SHALL BE PROVIDED
COUNCIL DOES NOT
OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
THIS DRAWING REMAINS THE PROPERTY OF
FOR ALL WATER, TELSTRA AND ANY OTHER SERVICE CONDUIT ROAD CROSSINGS AS
APPLICABLE.
LINDSAY CONSULTING PTY LTD AND IS FOR
EXISTING INDUSTRIAL SHED THE SOLE USE OF THE CLIENT. NO PART
MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
LINDSAY CONSULTING PTY LTD
EXISTING SEWER
STORMWATER DRAINAGE NOTES
LINE FROM INDUSTRIAL
SHEDS TO MANHOLE.
1.ANY CHANGES SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO CARRYING OUT
OF THE WORKS
CLIENT AND PROJECT DESCRIPTION
LINE TO BE DISCONTINED/ 2.ALL LEVELS TO AHD.
MADE REDUNDANT 3.ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE. GE & LK GRAMS
1500 SHORT OF PROPOSED 4.ALL DIMENSIONS AND LEVELS ARE TO BE CHECKED ON-SITE BEFORE WORK COMMENCES.
BOUNDARY AND DIRECTED 5. DIMENSIONS SHALL NOT BE OBTAINED BY SCALING THE DRAWING.
PROPOSED SUBDIVISION
6. FOR BUILDING SET-OUT REFER ARCHITECTURAL DRAWINGS
TO PROPOSED HCB
7. THE LOCATION AND DEPTH OF ALL SERVICES SHALL BE VERIFIED ON SITE WITH THE
REVLEVANT AUTHORITY PRIOR TO THE COMMENCEMENT OF WORKS
53-57 RENE ST
8. DURING CONSTRUCTION BARRIERS, LIGHTS & SIGNS SHALL BE MAINTAINED TO ENSURE SAFE
PASSAGE OF TRAFFIC AND PEDESTRIANS IN ACCORDANCE WITH THE REQUIREMENTS OF THE
NOOSAVILLE
DRIVEWAY LOCAL AUTHORITY.
9.ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT LOCAL AUTHORITIES
SPECIFICATIONS AND STANDARDS.
10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL RELEVANT AUTHORITIES
AND PAYING ALL FEES NECESSARY BEFORE COMMENCING WORK, FOR LOCATING ALL EXISTING
SERVICES AND FOR REPAIR OF ANY SERVICES DAMAGED AS A RESULT OF THE FOOTPATHS
AND PRIVATE PROPERTY SHALL BE REINSTATED TO THEIR ORIGINAL CONDITION.
11.ANY OBSOLETE/REDUNANT DRIVEWAY CROSSINGS AND DRAINAGE OUTLETS FROM THE
KERB AND CHANNEL INCLUDING ASSOCIATED PIPES ACROSS THE FOOTPATH SHALL BE DRAWING TITLE
REMOVED AND THE KERB AND CHANNEL AND FOOTPATH REINSTATED TO THE LOCAL
AUTHORITIES CURRENT SPECIFICATIONS AND OR STANDARDS
12.THE CONTRACTOR'S ATTENTION IS DRAWN TO THE REQUIREMENTS OF THE WORKPLACE
OPERATIONAL WORKS
HEALTH AND SAFETY ACT 1995. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THIS
ACT AND IN PARTICULAR THE CONTRACTOR TO ENSURE THE REQUIREMENTS OF THIS
WATER AND SEWER
SPECIFICATION WITH REGARD TO 'NOTIFICATION IN RELATION TO A NOTIFIABLE PROJECT ARE
FULFILLED.
21
13.BENCHING OF PIT STRUCTURES SHALL HAVE A SMOOTH FINISHED SURFACE, AND PIPES
EXISTING INDUSTRIAL SHED SHALL NOT PROJECT INSIDE THE SHAFT OF THE PIT.
43
SCALES
14.STORMWATER DRAINAGE PIPES SHALL BE UPVC PIPE (MINIMUM SEWER CLASS SN8) TO AS
14. 1260 OR APPROVED EQUIVALENT. MINIMUM COVER TO ROOFWATER PIPES SHALL BE 50mm
10
EXCEPT WHERE REDUCED COVER IS REQUIRED TO DISCHARGE TO THE KERB AND CHANNEL.
15.MINIMUM PIPE GRADES FOR STORMWATER AS 3500 PART 3: PIPES SHALL COMPLY WITH
- 1.0% (MIN) GRADE FOR PIPES < 150 DIA.
SP
A1 - 1:200
- 0.5% (MIN) GRADE FOR PIPES > 150 BUT < 375 DIA.
DRIVEWAY 16.CONCRETE DRIVEWAY AND PARKING AREAS SHALL BE CONSTRUCTED WITH 32 MPa
17.REFER HYDRAULIC DRAWINGS FOR SANITARY DRAINAGE LAYOUTS.
on 18.COMPACTION OF MATERIAL UNDER CONCRETE DRIVEWWAYS AND PARKING AREAS SHALL BE
(i) 75% MINIMUM DENSITY FOR COHESIONLESS MATERIAL (AS 1289 E5.1) AND
(ii) 90% RELATIVE DRY DENSITY (STD COMP.) FOR MATERIAL OTHER THAN (i)
81
T2
LO
Expansion joints:
Types 1 and 2 at 16.0m centres
Types 3 at 6.0m centres
SURVEY DATUM
Type 1. 10 thick, full depth closed cell cross linked
polyethylene foam (85-150kg/m )
Type 2. 10 thick compressed granulated cork board
Type 3. Connolly Key Joint with 100mm thick concrete
B
Installation to manufacturers' instructions
.
2000
EXISTING CARPARK AND DRIVEWAY C C
ASSOCIATED CONSULTANTS
Contraction joints at 2.0m centres:
B
25 deep x 6 wide recess, saw cut, PLAN
100 or as specified
or crack inducer 25 deep.
refer note 5
PROPOSED 600 X 600 F72 Fabric (CENTRAL)
STORMWATER PIT. ALL
INTERAL STORMWATER PROPOSED BOUNDARY Contraction joint Compacted sub-grade
Expansion Joint
TO BE DIRECTED TO SECTION C - C
THIS PIT FOR DISCHARGE 1500
TO BE CONFIRMED ON-SITE
2000
EXISTING BLOCKWORK TO COUNCIL NETWORK
RETAINING WALL REDUCING FOOTPATH NOTES
TO APPROX 300MM 1. Concrete N25 in accordance with AS 1379 and AS 3600. 6. Concrete footpaths, adjoining existing driveways are to be
2. All concrete to be broom finished. transitioned over a minimum 5.0m length.
SECTION B-B 3. Contraction/expansion joints, 2m MAX spacing. 7. A street opening permit must be obtained from Council, seek
4. Finished surface tolerance to be maximum +6mm -0mm relative approval of location and levels prior to excavation.
to kerb level and crossfall specified. 8. All dimensions in millimetres.
GRASS/LANDSCAPING 5. Thickness to be increased to 125mm at residential vehicular
crossings. Reinforce with F72 MIN fabric, 50mm top and edge
cover. Provide a contraction or expansion joint at both ends
of thickened section.
FOOTPATH DETAIL - IF REQUIRED
GRASS/LANDSCAPING 375 UPVC- MIN GRADE 1%
- 24045 NOM. 900X900 FEILD INLET Not to scale
ALL LEVELS TO BE
1000 CONFIRMED ONSITE
(375mm discharge) TO
1500
BE RELOCATED AS SHOWN
750
DANLEY KEY JOINT WITH 20 X 40 JOINT SEALANT
Provide 1 No 40mm Water Meter in accordance DRIVEWAY CROSSOVER TO
750
1500
STORMWATER EASEMENT R12 DOWELS AT 300CRS
with drawings SCW350, 355 and 360 COMPLY WITH RS-051
FOOTPATH (SEE DETAIL) EXISTING 150MM
WATERMAIN - TYPICAL KEY JOINT
6000 Not to scale
2000
ASSET ID - 203369 CUT EVERY SECOND WIRE DIRECTLY
UNDER JOINT AND DEPRESS FABRIC LOCALLY
FOOTPATH (SEE DETAIL) VEGETATION PROTECTION NOTES REVISION LIST
1. TREES LOCATED ALONG THE FOOTPATH SHALL BE, TRANSPLANTED PRIORTO
A ORIGINAL ISSUE 11/02/22
CONSTRUCTION, OR REPLACED IF DESTROYED.
2. WHEN WORKING WITHIN 4m OF TREES, RUBBER OR HARDWOOD GIRDLES SHALL BE
SAW CUT - (SC)
Not to Scale
LOCATION OF DRIVEWAY CROSSOVER CONSTRUCTED WITH 1.8m BATTENS CLOSELY SPACED AND ARRANGED VERTICALLY FROM SAW CUTS (USING A SOFT CUT SAW)
FOOTPATH (SEE DETAIL) GROUND LEVEL. GIRDLES SHALL BE STRAPPED TO TREES PRIOR TO CONSTRUCTION AND SHALL BE INSTALLED WITHING 8HRS
SHOWN FOR APPROVAL PURPOSES TO OF CONCRETE PLACEMENT. WHERE AMBIENT
REMAIN UNTIL COMPLETION.
A CODE COMPLIANT DRIVEWAY IS POSSIBLE. TEMP IS GREATER THAN 32 DEGREES
33498 3. TREE ROOTS SHALL BE TUNNELLED UNDER, RATHER THAN SEVERED. IF ROOTS ARE THIS TIME SHALL BE REDUCED TO 4 HOURS
PROPOSED LOT DEVELOPER REQUIRED
EXTEND EXISTING 150MM WATER MAIN TO SERVICE TO PROVIDE COUNCIL WITH DRIVEWAY
SEVERED THE DAMAGED AREA SHALL BE TREATED WITH A SUITABLE FUNGICIDE. CONTACT
SL82 FABRIC (CENTRAL)
RELEVANT COUNCIL ARBORIST FOR FURTHER ADVICE.
PROPOSED WATER METER FOR EXISTING INDUSTRIAL SHEDS CROSSOVER LOCATION 4. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY AN APPROVED ARBORIST.
OPERATIONAL WORKS
PAVEMENT DESIGN
EXISTING 40MM WATER METER CURRENTLY BEING USED Not to Scale
150
Protect your
BY EXISTING INDUSTRIAL SHEDS. TO BE DISCONNECTED
KEY JOINT
PERSONAL
INTERESTS. FROM SHEDS AND MADE AVAILABLE TO PROPOSED LOT
HEAD
SAW JOINT
EYES
All proposed operational works shall be constructed
EARS
BODY
It is the responsibility of the
NOTE Foreman to contact the
HANDS
THE ENGINEER MUST BE NOTIFIED OF relevant service authorities to in accordance with Council's Operational Works approval Computer File
PROPOSED EASEMENT FEET
CHANGES PLANS. IF NOT, AS
CONSTRUCTED DRAWINGS WILL NOT BE
ISSUED
ascertain the exact location of
services prior to construction.
letter and Council's Decision Notice - Development Permit. PAVEMENT DETAILS - CONCRETE SURFACE
Not to scale
031159CP.DWG
DRAWING NUMBER SHEET REV.
03-1159-C1 1 A
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Page 2
EROSION AND SEDIMENTATION MANAGEMENT PLAN ENVIRONMENTAL DIARY CONSTRUCTION MANAGEMENT PLAN
Sediment Control Weekly Visual Inspection or After Rainfall Event
Project:- Operational Works Performance
Indicators
Item Performance Indicator CONSTRUCTION MANAGEMENT PLAN DIARY
Principal:-
Contractor:- GE & LK GRAMS
Objective Comply with all statutory regulations and maintain erosion and sedimentation 1. Vegetation No disturbance of soil below retained vegetation due to construction Weekly Visual Inspection or After Rainfall Event
Location:- 53-57 RENE ST, NOOSAVILLE
controls throughout the duration of construction. Comply with the intent of the activities.
Job Ref. 03-1129OW Project:- Operational Works
sedimentation management plan shown on sheet 29 of the drawings prepared
No:- Principal:-
LINDSAY CONSULTING PTY
by Noel Covey & Associates, and other measures as deemed necessary to Date:- Regular Monitoring (Weekly) 2. Hours of Work No work conducted outside specified hours without satisfactory evidence
LINDSAY CONSULTING PTY LTD
control erosion and minimise sediment transport. of measures taken to suppress noise and other emissions / dust. Contractor:- GE & LK GRAMS
Approx Time:- am/pm Special Event Monitoring (briefly describe event) LTD
Location:- 53-57 RENE ST, NOOSAVILLE
Date Condition Corrective 3. Lighting No resident's complaints regarding construction security lighting. Job Ref. No:- 03-1129OW Council File Ref. No.
Management Strategy Site Foreman to identify direction of stormwater land flows and flows resulting Item Control Acceptable Action Corrective Action Taken
from construction, and provide sediment fences, rock filter dams, turf strips, Monitored Measure Required (Describe) Date:- Regular Monitoring (Weekly) RPEQ 4928
stormwater pit entry filters, and other measures as shown on the plan or as Installed ü û 4. Existing Roads No abutting public roads contain soil, gravel, clay or other such
materials originating from onsite construction activities. Approx Time:- am/pm Special Event Monitoring (briefly describe event) OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
deemed necessary to prevent uncontrolled stormwater flows over unprotected
areas, and avoid sediment transport to waterways and stormwater pits. Sediment
Fences 5. Signage No observed or reported incidents due to inadequacy or absence of Date Control
Condition C orrective Action
Corrective Action Taken
THIS DRAWING REMAINS THE PROPERTY OF
signage or other control measures. Item Monitored
Measure Installed
Acceptable Required
(Describe) LINDSAY CONSULTING PTY LTD AND IS FOR
Tasks and Actions Erect sediment barriers required, and at other locations as deemed necessary by THE SOLE USE OF THE CLIENT. NO PART
ü
Rock
û
6. Waste Control No complaints from local residents and site is kept tidy at all time
Required visual inspection. Temporary rock filter dams are to be placed at all
concentrated stormwater flow outlet locations and maintained with fresh filter
Filter
Dams Retained Vegetation MAY BE USED IN PART OR WHOLE WITHOUT
screenings throughout the duration of construction. All earthworks areas to be 7. Waste Minimisation No occurrence of illegal dumping onsite and all materials where possible PRIOR EXPRESS WRITTEN CONSENT OF
topsoiled and seeded or hydromulched upon completion of profiling. All footpath
areas to be provided with a minimum 4m wide turf strip behind kerb and
Stormwater
have been appropriately recycled. Air Emissions
LINDSAY CONSULTING PTY LTD
Outlets
8. Dangerous Goods No spillage or seepage of dangerous goods stored onsite.
channel immediately after footpath area construction and topsoil profiling is
completed. Strategically place filters around all stormwater pits.
Noise
CLIENT AND PROJECT DESCRIPTION
Catchpit 9. Erosion & Sedimentation No visible signs of sediment laden waters leaving the site.
Areas
GE & LK GRAMS
Security Lighting
No works are carried out without implementation of the approved Traffic
PROPOSED SUBDIVISION
Performance Indicators Site Foreman to - 10. Traffic Management Vibrations
· check for erosion and sediment flows at base of all embankments Pavement Management Plan.
Areas
and other
53-57 RENE ST
11. Existing Infrastructure Existing Utilities, Roads & Drainage Infrastructure
exposed areas after rain; No unplanned damage to existing utilities and infrastructure.
· check that rock filter dams are working during rain periods; Bottom
· check that all sediment fences and other erosion control
mechanisms are
working during rain periods; and
of
Embankment 12. Non Conformances All non conformances have been reported and rectified
Construction Traffic & Parking
NOOSAVILLE
Humeceptors/ The site foreman is to monitor the performance of all construction activities and any departure from the Waste Minimisation & Recycling
· clean and maintain filter fabric covers to pits after rain periods. Gross Monitoring
Pollutant Construction Management Plan control measures is to be immediately rectified.
Traps Erosion & Sedimentation Control (Environmental Diary)
Monitoring Site Foreman to monitor performance of all sediment controls on a
regular weekly basis and after every rainfall event. Any damaged Detention Responsible The site foreman is to be responsible for all inspections and maintenance of the Construction Management
Basin
Other
sediment control item is to be rectified, and trapped silt removed and Person Plan.
deposited in an area not prone to erosion.
The site foreman is to complete the Construction Management Plan Diary (including Environmental Diary for
DRAWING TITLE
CONSTRUCTION M'MENT PLAN
Item Monitored
Other sediment control) on a weekly basis as a minimum, but also after every significant rainfall event (which
Responsible Person Site Foreman to be responsible for all inspections and maintenance of sediment causes site runoff) or other special event affecting the site or any watercourses traversing the site.
control measures. Any Special Comments:-
Signed:-
Reporting The Construction Management Plan Diary (in conjunction with the Environmental Diary) shall be completed
and delivered to the Superintendent for record and audit purposes with each progress claim for the
Any Special Comments:- STREET PARKING
Reporting Site Foreman is to complete the Environmental Diary for sediment control on a construction works.
weekly basis as a minimum, but also after every significant rainfall event or other
special event affecting the sediment control measures. The Environmental Diary
shall be completed and delivered to the Superintendent for record and audit The site foreman is to arrange all corrective actions, controls and rectification activities, and report on Signed:-
Corrective
purposes with each progress claim for the construction works.
Actions all measures taken in the Construction Management Plan Diary. SCALES
Corrective Actions The Site Foreman to arrange for installation of additional sediment
controls and/or improve maintenance controls and replacement of
screenings to filter dams as required, and report on measures taken in
the Environmental Diary.
CONSTRUCTION MANAGEMENT PLAN
Objective To comply with all statutory regulations and relevant policies, and minimise the impact on the Construction 11. Implement the erosion and sedimentation control measures and associated management plan contained
environment whilst carrying out construction activities in a safe and sustainable manner. Management in the approved plans.
Tasks and Actions
Required 12. All earthwork stockpiles are to be kept moist, covered with tarpaulins or otherwise treated to SURVEY DATUM
minimise dust emissions and stored in locations which minimise the possibility of the soil entering the
stormwater system.
Management
Strategy
To minimise the environmental and amenity impact of construction activities through onsite proactive
approach to construction processes and consequences (cause and effect). Successful integration of
13. A construction shakedown area is to be installed at the entrance to the site to reduce unwanted
soil from leaving the site via vehicle tyres.
.
activities will achieve ecological sustainability which is recognised as a balance that integrates the 14. All site staff and sub contractors shall be directed to use the nominated shakedown entry / exit
protection of ecological processes and natural systems, economic development, and maintenance of point.
cultural, economic, physical and social wellbeing of people in communities. 15. Roads abutting the site and affected by the works shall be swept at regular intervals as required,
or whenever inspection shows signs of soil / pavement construction material on an abutting road or
ASSOCIATED CONSULTANTS
at the nominated site entrance.
Construction The following schedule of management strategies, tasks and actions for construction works forms the
Management 16. A high level of site “housekeeping” shall be maintained to ensure that vermin are
basis of sustainable management of site construction issues. Irrespective of whether or not an item is
Tasks and Actions not attracted to poorly disposed of materials. Any waste or materials that have
Required included in the following schedule however, the Contractor shall employ best practice measures to
been illegally dumped on site shall be removed.
achieve sustainable outcomes at all times.
17. The Contractor shall provide bins for staff and sub contractors at locations
Management Strategy / Action where food is consumed and shall ensure that such bins are used and emptied at
regular intervals.
1.Ensure that all staff and sub contractors working on the site are aware of potential environmental
18. All materials, be they construction materials or used containers, shall either be
impacts and required minimum environmental control measures and responsibilities before
recycled onsite or alternatively transported to a Council approved recycling station
commencement of any site works.
or disposal point.
2.Disturbance of soils below the canopy of any retained vegetation is to be excluded or otherwise 19. Any distillate or other petroleum products or dangerous goods stored onsite are
minimised in accordance with the approved plans. to be in bunded areas, located well clear of any watercourse. Appropriate spill
3. No dust emissions shall extend beyond the boundary of the site. control kits for any chemicals or stored fuels shall also be provided onsite.
20. Best practice management techniques shall be employed to control erosion and
4. No odour emissions are detectable beyond the boundary of the site. minimise sediment transport onsite, including those details contained in the
5.Work, including plant and equipment maintenance and servicing, shall only be carried out between the approved plans and the Erosion and Sedimentation Management Plan.
hours of 6:30am and 6:30pm Monday to Saturday inclusive. Written agreement must be provided by 21. The Contractor shall prepare and implement an approved Traffic Management
EXISTING neighbouring residents if any work activity with the potential to emit excessive noise is to be Plan for site construction activities. The Traffic Management Plan shall be
DRIVEWAY undertaken outside the above mentioned hours, and even with such consent, such activities are to be provided to the Council inspector and the Supervising Engineer at the prestart
PROPOSED meeting.
minimised.
DRIVEWAY
22. Comply with any conditions of Council's operational works approval applicable to
6.All equipment shall be acoustically treated with manufacturer supplied muffler systems with ensure
the works.
that equipment does not create environmental harm or excessive noise.
23. All public complaints received by the Contractor must be recorded in writing,
7.Temporary security lighting for the site must be designed and located to ensure that its effects are including any investigations undertaken, conclusions reached and actions taken as
not obtrusive and direct light spill does not alter the amenity of adjacent properties. a result of same. This complaints record is to be made available to the
administering authority on request.
8.All existing utilities (roads, drainage, electrical and communication) on or adjacent the site are to be
protected and maintained at all times, with the cost of any damage to such infrastructure to be
24. All site personnel are to report any significant non-conformances to the site REVISION LIST
met by the Contractor.
manager as soon as practical and within 1 hour of the occurrence of, or A ORIGINAL ISSUE 11/02/22
observance of same.
9. Any areas of high risk / danger on the site are to be adequately signposted. 25. The contractor shall prepare an informative letter to be dropped to
10. Vibration beyond the site boundary from construction activities is to be minimised and where there is residents/businesses adjacent to the development. The letter is to advise contact
a likelihood of such vibration extending beyond the boundaries to an adjoining property owner, the details for communications for the site manager, working hours, projected timing
property owner shall be advised accordingly. of works and any other information the contractor sees relevant.
PARKIN
G LAYO
ON ST UT SH
REET OWING
CAR PA THE LO
RKING SS OF
OF TH PLACES TWO
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OSED RESULT
DRIVEW
AY
Computer File
031159CP.DWG
DRAWING NUMBER SHEET REV.
03-1159-C2 2 A
Page 3
SEDIMENT AND EROSION
CONTROL DETAILS
GRATE TO BE GEOFABRIC
OPEN CONCRETE BLOCKS SEDIMENT AND EROSION WRAPPED.
CONTROL DETAILS SPACER BLOCK EARTH BUND CONSTRUCTION NOTES
OVERLA
1. BUILD WITH GRADIENTS BETWEEN 1 PERCENT AND 5 PERCENT.
2. AVOID REMOVING TREES AND SHRUBS IF POSSIBLE - WORK AROUND THEM. ND FLOW TRAPPED SEDIMENT
ROLL OF NETTING FILLED
3. ENSURE THE STRUCTURES ARE FREE OF PROJECTIONS OR OTHER IRREGULARITIES THAT COULD IMPEDE TURF STRIPS
ALL EROSION AND SEDIMENT IN ACCORDANCE WITH IN ACCORDANCE WITH WITH 50 TO 70mm GRAVEL.
LINDSAY CONSULTING PTY
WATER FLOW. LINDSAY CONSULTING PTY LTD
UNDISTURBED AREA 3. BUILD THE DRAINS WITH CIRCULAR, PARABOLIC OR TRAPEZOIDAL CROSS SECTIONS, NOT V SHAPED.
WITH MAROON BOOK MANUAL FOR EROSION AND SEDIMENT CONTROL KERB INLET PROTECTION 4. ENSURE THE BANKS ARE PROPERLY COMPACTED TO PREVENT FAILURE.
NTS
5. COMPLETE PERMANENT OR TEMPORARY STABILISATION WITHIN 10 DAYS OF CONSTRUCTION. LTD
GRAVEL FILTER
SANDBAG OVERLAP 4.0m MIN.
ONTO KERB DIRECTION OF FLOW
GEOTEXTILE STAKES
FILTER FABRIC STAKES
TYPICAL GRASS FILTER STRIP DETAIL RPEQ 4928
DROP INLET 1.5m TIMBER STAKES OVERLAN
RUNOFF WATER WITH GRATE D FLOW TRAPPED SEDIMENT
WITH SEDIMENT AT MAX 2.5m CENTRES N.T.S. OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
1.5m MI
RUNOFF
TURF STRIPS BATTER GRADE
DISTURBED 1:2 max.
600mm (NOM) GAP
0.2m AREA
DIRECTION OF FLOW THIS DRAWING REMAINS THE PROPERTY OF
N.
BETWEEN SAND BAGS GEOTEXTILE CHANNEL STABILISATION UNDISTURBED
FILTERED AS REQUIRED
LINDSAY CONSULTING PTY LTD AND IS FOR
ACT AS SPILLWAY BURIED FABRIC FILTER FABRIC AREA
WATER
THREE LAYERS OF SEDIMENT FENCE NOTE:-
Min. GRADE 0.25%
SANDBAGS WITH ENDS
THE SOLE USE OF THE CLIENT. NO PART
Max. GRADE 0.75%
OVERLAPPED.
GEOTEXTILE INLET FILTER TURF FLARES TO
MUST HAVE A STABILISED OUTLET.
MAYBE USED AS CONTOUR DRAINS
DOWN STREAM GULLY PROTECTION DETAILS STAKES DRIVEN INTO GROUND W RESTRICT SCOURING
NOT TO SCALE GEOTEXTILE INLET FILTER CONSTRUCTION NOTES FL
OW
FLO ALONG TURF EDGE
MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
1. FABRICATE A SEDIMENT BARRIER FROM GEOTEXTILE. GEOTEXTILE FILTER FABRIC
2. FOLLOW DETAIL FOR SEDIMENT FENCE FOR GEOFABRIC TURF STRIP
BEHIND KERB CAN BE CONSTRUCTED WITH
INSTALLATION. REDUCE PICKET SPACINGS TO 1m CENTRES.
GRADIENT OF DRAIN OR WITHOUT CHANNEL
FLOW
BURY THE TOP OF THE PLASTIC
IN TRENCH MIN 300mm DEEP.
STAPLE AT 150mm CENTRES.
3. DO NOT COVER THE INLET WITH GEOTEXTILE UNLESS THE
DESIGN IS ADEQUATE TO ALLOW FOR ALL WATERS TO
BYPASS IT. FLO
W 23 24
road surface
1% to 5%
DIRECTION
ALL BATTER GRADES
2(H):1(V) MAX. SURFACE ROUGHENING LINDSAY CONSULTING PTY LTD
25
COMPACT SOIL OVER BLANKET OF FLOW
26
CLIENT AND PROJECT DESCRIPTION
PRO A 150 mm min. 300 mm min.
PER
HOLD IN PLACE TY SPILLWAY
CENTRELINE SECTION AT POINTS "A" WITH SAND BAGS
LINE
SEDIMENT
90 DEG
GRASSED FILTER STRIPS 2 metres min.
150 MM MIN. 150 MM MIN.
FILL TRENCH WITH SOIL TRAP
nt GEOTEXTILE FILTER SOCK A NOT TO REGULAR SCALE NOTE: ONLY TO BE USED AS TEMPORARY BANK
AND COMPACT
nme FILLED WITH 25MM GRAVEL WHERE MAXIMUM UPSLOPE LENGTH IS 80 METRES.
Alig
OVERLAP-BURY UPPER END OF
LOWER BLANKET AS IN "A". OVERLAP STAPLES: 8
15.0
MIN m Pro
pert
y
STORMWATER TREATMENT DETAILS EARTH BUND CUT OFF DRAIN ROCK TRENCHED 200 MM INTO GROUND
GE & LK GRAMS
GAUGE (4mm) AGGREGATE OR RECYCLED CONCRETE.
END OF TOP BLANKET 300mm AND
STAPLE AT 150 CRS. WIRE NOM
Berm (300mm MIN height)
KERB INLET PIT SEDIMENT BARRIER SEDIMENT
SEDIMENT FLOCCULATION
200
TRAP FLO
FLOW
Geotextile fabric, 50m NOTE: POINTS A AT SAME
The job of a flocculent is to effectively break down the dominance of the clay particles that contain a residual negative eleCIRCUITro-magnetic charge and thus allowing individual particles
to be drawn together and settle under gravity.
W
PROPOSED SUBDIVISION
MAX ELEVATION
Bidum U34 or similar
3.0m 1.5m TIMBER STAKES
AT MAX 2.5m CENTRES METHOD OF APPLICATION
MIN SPACING OF CHECK DAMS ALONG CENTRELINE
CENTRELINE SECTION AT POINTS "B" Unbound pavement material (gravel) to Grading han
nel
dwa
y SELF-SUPPORTING
GEOTEXTILE SEDIMENT FENCES
Large sediment basins such as the one this site, require that the gypsum is mixed into a slurry with water and then sprayed over the surface of the turbid water in the sediment AND SCOUR PROTECTION BELOW EACH CHECK
53-57 RENE ST
B, Table 9 of QT Specification MRS11.05, &c roa basin. It is essential that the gypsum is spread evenly over the entire surface for efficient treatment of the turbid water. DAM TO BE SPECIFIED ON SWMP/ESCP
exclude material finer than sieve 2.36mm Kerb
, or
new
DIRECTION OF
Sedi ment Fenceconcentrati
- uncontoured installeond ofacross thed contour
flow shoul be avoided
Generally the gypsum should be applied at a rate of about 32 kgm per 100 cubic metres of detained turbid water, as per the adjacent table. The above dosing rate for the site
should be calibrated after the first two storm events to assess the actual flocculent application rate and settling time required for the site.
ROCK CHECK DAM
ti n g
500mm TO 600mm
Exis FLOW
NOOSAVILLE
The final application rate should be sufficiently high to permit adequate sediment sediment flocculation (less than 50 NTU) and basin dewatering within two days (48 hours) from the
A NOT TO REGULAR SCALE conclusion of each storm event, whilst maintaining other required water quality criteria such as pH (6.5 - 8.5) and dissolved oxygen (>80%). ROCK CHECK DAM CONSTRUCTION NOTES
1. CHECK DAMS CAN BE BUILT WITH VARIOUS MATERIALS, INCLUDING ROCKS, LOGS, SANDBAGS AND STRAW BALES. THE
Runoff from pad directed to sediment trap 600mm MIN ON SOIL, 150mm x 100mm
METHOD OF TESTING THE STORMWATER MAINTENANCE PROGRAM SHOULD ENSURE THEIR INTEGRITY IS RETAINED, ESPECIALLY WHERE CONSTRUCTED WITH STRAW
BALES. IN THE CASE OF BALES, THIS MIGHT REQUIRE THEIR REPLACEMENT EVERY TWO TO FOUR MONTHS.
The stormwater detained in the sediment basin will be tested at a suitable location that will be decided upon at the site. The sample should be taken at a location that has adequate
TRENCH WITH COMPACTED access so no sediment is resuspended while the testing is being conducted. 2. TRENCH THE CHECK DAM 200 MM INTO THE GROUND ACROSS ITS WHOLE WIDTH. WHERE ROCK IS USED, FILL THE
BACKFILL AND ON ROCK, SET The stormwater detained in the sediment basin will be tested with the TPS 90-FLT water quality logger. The TPS 90-FLT unit samples and records the dissolved oxygen, conductivity, TRENCHES TO AT LEAST 100 MM ABOVE THE GROUND SURFACE TO REDUCE THE RISK OF UNDERCUTTING.
B TEMPORARY CONSTRUCTION ENTRY/EXIT SEDIMENT TRAP
Not to Scale
SECTION DETAIL INTO SURFACE CONCRETE pH, turbidity and temperature of the stormwater. For further details and specifications on the TPS 90-FLT please refer to Appendix B.
If the TPS 90-FLT unit is not present a practical field test that approximates the required 50 NTU level is to fill a clear plastic or glass 65mm diameter soft drink bottle with the
3. NORMALLY, THEIR MAXIMUM HEIGHT SHOULD NOT EXCEED 600 MM ABOVE THE GULLY FLOOR. THE CENTRE SHOULD
ACTING AS A SPILLWAY, BEING AT LEAST 150 MM LOWER THAN THE OUTER EDGES.
water and then hold it up to the light. If seeing clearly through the sample is not possible, then the sample is probably above the 50 NTU level.
4. SPACE THE DAMS SO THE TOE OF THE UPSTREAM DAM IS LEVEL WITH THE SPILLWAY OF THE NEXT DOWNSTREAM
CATTLE GRID 3.0m NOM WIDTH DAM.
STAPLE BLANKETS SET 300mm ABOVE GROUND
AT GRID OF
1m CENTRES
CONSTRUCTION SITE 5m METHOD OF DEWATERING
MIN
NT
NME
B The sediment basin can be dewatered as soon as the water quality criteria met (refer table below). A pump is to be used to decant the basin with a floating inlet to prevent the
NOM
DRAWING TITLE
200
ALIG
settled sediments from being removed from the basin. The pumping must cease prior to the settled sediments being drawn into the intake pipe, it is essential that materials from
10 TY the sediment layer are not discharged in the pumping process. STABILISE STOCKPILE
MIN m PER L SEDIMENT FENCE CONSTRUCTION NOTES X.)
SURFACE
PRO HANNE
EARTH BANK
(MA 2:1
;
B 1. CONSTRUCTION SEDIMENT FENCES AS CLOSE AS PE
FLOW
C Y SLO
& DWA FLOW SLO P
GEOFABRIC FABRIC, BIDIM A34 KERB INLET PIT SEDIMENT BARRIER POSSIBLE TO BEING PARALLEL TO THE CONTOURS OF THE E (
300
STAPLE OUTSIDE EDGES OR SIMILAR ERB ROA SITE, BUT WITH SMALL RETURNS. THE CATCHMENT AREA STORMWATER DISCHARGE QUALITY CRITERIA 2:1 MAX
AT 300mm CRS. 3MmIN K NEW
R
CONSTRUCTION NOTES
1. FABRICATE A SLEEVE FROM GEOTEXTILE OR WIRE MESH
SHOULD BE SMALL ENOUGH TO LIMIT WATER FLOW IF .)
EROSION AND SEDIMENT
,O CONCENTRATED AT ONE POINT.
TING
ACCEPTABLE TSS ACCEPTABLE PH DISSOLVED O2
RUNOFF TO BE DIRECTED TO A SEDIMENT TRAP, LONGER THAN THE LENGTH OF THE INLET PIT AND FILL 2. CUT A 150-mm DEEP TRENCH ALONG THE UPSLOPE
IS
CLEAN/DIRTY DIVERSION DRAINS REFER STANDARD DRAWING D-0041. EX WITH 25mm TO 50mm GRAVEL.
2. FORM AN ELLIPTICAL CROSS-SECIRCUITION APPROX. 150mm
LINE OF THE FENCE FOR THE BOTTOM OF THE FABRIC TO
BE ENTRENCHED. 50mg/L 6.5 - 8.5 > 80%
TOPSOIL STOCKPILE
SEDIMENT FENCE CONTROLS
HIGH, 400mm WIDE. 3. DRIVE TIMBER STAKES INTO GROUND AT 2.5m
TEMPORARY ENTRY/EXIT 3. PLACE THE FILTER AT OPENING LEAVING AT LEAST INTERVALS (MAX) AT THE DOWNSLOPE EDGE OF THE TRENCH.
TOPSOIL STOCKPILE CONSTRUCTION NOTES
100mm BETWEEN KERB INLET AND SLEEVE. MAINTAIN 4. FIX SELF-SUPPORTING GEOTEXTILE TO THE UPSLOPE
DIVERSION DRAIN CONSTRUCTION NOTES OPENING WITH SPACER BLOCKS. SIDE OF THE POSTS ENSURING IT GOES TO THE BASE OF SEDIMENT BASIN FLOCCULENT APPLICATION 1. PLACE STOCKPILES MORE THAN 2 (PREFERABLY 5) METRES FROM EXISTING VEGETATION, CONCENTRATED
4. FORM A SEAL WITH KERB TO PREVENT SEDIMENT THE TRENCH. FIX THE GEOTEXTILE WITH WIRE RECOMMENDED WATER FLOW, ROADS AND HAZARD AREAS.
1. REMOVE ANY ROCKS, CLODS, STICKS OR GRASS FROM THE SURFACE BEFORE LAYING PLASTIC. TEMPORARY ENTRY/EXIT CONSTRUCTION NOTES BY THE MANUFACTURER. THE USE OF SHADE CLOTH FOR
BYPASS. 2. CONSTRUCTION ON THE CONTOUR AS LOW, FLAT, ELONGATED MOUNDS.
2. ENSURE THAT TOPSOIL IS AT LEAST 75mm DEEP. 5. SANDBAGS FILLED WITH GRAVEL CAN SUBSTITUTE FOR THIS PURPOSE IS NOT SATISFACTORY. AGENT INDICATIVE DOSAGE COMMENTS PRECAUTIONS & CONSTRAINTS MIN. REQD. ON SITE
3. WHERE THERE IS SUFFICIENT AREA, TOPSOIL STOCKPILES SHALL BE LESS THAN 2 METRES IN HEIGHT.
1. STRIP THE TOPSOIL, LEVEL THE SITE AND COMPACT THE SUBGRADE. 5. JOIN SECTIONS OF THE FABRIC AT A SUPPORT POST
3. ENSURE PLASTIC WILL BE CONTINUOUSLY IN CONTACT WITH THE SOIL BY GRADING THE SURFACE 2. COVER THE AREA WITH NEEDLE-PUNCHED GEOTEXTILE. THE MESH OR GEOTEXTILE PROVIDED THEY ARE PLACED 4. WHERE THEY ARE TO BE IN PLACE FOR MORE THAN 10 DAYS, STABILISE FOLLOWING THE APPROVED
CAREFULLY FIRST. SO THAT THEY FIRMLY ABUT EACH OTHER AND WITH A 150mm OVERLAP. GYPSUM 32kg/100cub.m LITTLE PH CHANGE, SLIGHT INCREASE IN NEEDS TO BE SPREAD EVENLY ACROSS POND. 260 kgm ESCP OR SWMP TO REDUCE THE C-FACIRCUITOR TO LESS THAN 0.10.
3. CONSTRUCTION A 200mm THICK PAD OVER THE GEOTEXTILE USING ROAD BASE OR 30mm.
SCALES
4. LAY FABRIC IN "SHINGLE FASHION", WITH THE END OF EACH UPSTREAM ROLL OVERLAPPING THOSE 6. BACKFILL THE TRENCH OVER THE BASE OF THE FABRIC SALINITY CAN CAUSE SCUM DEPOSITS IN EQUIPMENT. 5. CONSTRUCTION EARTH BANKS (STANDARD DRAWING 5-5) ON THE UPSLOPE SIDE TO DIVERT WATER AROUND
4. ENSURE THE STRUCTURE IS AT LEAST 15m LONG OR TO BUILDING ALIGNMENT AND AT SEDIMENT LADEN WATERS CANNOT PASS BETWEEN. AND COMPACT IT THOROUGHLY OVER THE GEOTEXTILE.
DOWNSTREAM. ENSURE EACH ROLL IS ANCHORED PROPERLY AT ITS UPSLOPE END. LEAST 3m WIDE. STOCKPILES AND SEDIMENT FENCES (STANDARD DRAWING 6-8) 1 TO 2 METRES DOWNSLOPE.
5. ENSURE FULL WIDTH OF FLOW CHANNEL IS COVERED BY THE PLASTIC. NOTE: NOTIFY ENGINEER TO CONFIRM DOSAGES & APPLICATION PRIOR TO USE.
5. WHERE SEDIMENT FENCE JOINS ONTO THE STABILISED ACCESS, CONSTRUCTION A HUMP OR
GRATE IN THE STABILISED ACCESS TO DIVERT WATER TO THE SEDIMENT FENCE.
SURVEY DATUM
.
ASSOCIATED CONSULTANTS
REVISION LIST
A ORIGINAL ISSUE 11/02/22
Computer File
031159CP.DWG
DRAWING NUMBER SHEET REV.
03-1159-C3 3 A