Council archive · source document
1856-Lot_21_Noosa_Civic_Acoustic_Fence Rev_2 · OPW20/0145
PROPOSED ACOUSTIC FENCE GENERAL NOTES:
G1. All measurements and areas noted are approximate. allow to site measure all
AT NOOSA CIVIC, WALTER HAY DRIVE G2.
G3.
Setting out dimensions and sizes of members or elements shall not be obtained by scaling the drawings.
During construction, the structure shall be maintained in a stable condition. Construction loads must not
exceed the safe load capacity of the structure at any time during construction. Stability of excavation in the
vicinity of neighboring buildings is the responsibility of the builder. If in doubt ask.
FOR FOR STOCKWELL PTY LTD G4. All workmanship and materials shall be in accordance the requirements of the current editions including
amendments of the relevant SAA codes of practice, except as varied by the contract documents and of the
by-laws of the local government authority.
JOB No. 1856 G5. Setting out dimensions and sizes of members or elements shall not be obtained by scaling the drawings.
All dimensions shown on the engineering drawings shall be checked by the contractor before
commencement of fabrication or site works.
G6. Registered surveyor to provide boundary setout pegs prior to commencement of works.
G7. Permanent, imposed and other loads (dead & live) for this project have been determined in accordance with
AS1170.1 - 2002
G8. Builder to confirm all existing services prior to commencement of works.
SCHEDULE OF DRAWINGS G9. Site Soil Classification "Class M" as per Geotechical Investigations Report GI 2351-A Dated Dec 2015
DWG DESCRIPTION G10. Design assumes soil shear capacity cu > 150kpa ("Very Stiff" Sandy Clay as per geotech report)
G11. If rock is encountered during excavation BSCE engineer to be notified immediately for footing redesign.
PLAN - SHEET Description
1856-ST01 Locality Plan & General Construction Notes CONCRETE NOTES:
1856-ST02 Acoustic Fence Site Layout Plan CAUTION - EXISTING SERVICES
THE CONTRACTOR IS TO DETERMINE THE EXACT LOCATION OF C1. All workmanship and materials shall be in accordance with the requirements of the relevant current
1856-ST03 Typical Acoustic Fence Section & Details Sheet 1 Of 1 ALL EXISTING SERVICES IN THE VICINITY OF THE PROPOSED
WORKS PRIOR TO THE START OF ANY CONSTRUCTION. THE Australian Standard codes (AS3600, AS2870 & AS1379) & MRTS70, building by-laws and the ordinances of
1856-ST04 Workplace Health & Safety Notes COST OF ANY RECTIFICATION WORKS DUE TO DAMAGE OF the relevant local authority.
EXISTING SERVICES SHALL BE BORNE BY THE CONTRACTOR.
C2. Concrete Specification:
MAX. MAX. MIN.
CONC SLUMP AGGREGATE COVER
ELEMENT
GRADE (mm) SIZE (mm) (mm)
BORED PIERS N32 100 (+20/-10) 20 75
C3. No concrete to be poured when site temperature exceeds 35° C or falls below 5° C
C4. No penetrations, recesses or chases other than those shown on the structural drawings shall be made in
PROPOSED EXISTING NOOSA CIVIC concrete members without the approval of the Engineer.
SITE LOCATION. C5. Builder to ensure bored holes are free of loose material and water with a firm compacted base prior to
concrete placement.
C6. Place concrete within 1 hour of batching discharge directly to holes.
C7. Concrete not to be re-worked following placement, tamped without delay.
T LOT 21 INDICATES 1800mm HIGH
E SP246584 TIMBER FRAME ACOUSTIC
RE
ST BARRIER TO BOUNDARY.
STEELWORK NOTES:
E
R EN S1. All steelwork shall comply with the requirements of:-
AS4100 - Steel Structures
AS2312 - Guide to the Protection of Iron and Steel.
AS1214 - Hot Dip Galvanising of Threaded Fasteners
S2. Plates, cleats, braces and all other hot rolled sections shall be grade 300 material U.N.O. and power
brushed to ST2 and primed with an approved metal protective coating.
HO
S3. All steel columns to be UC sections , hot dip galvanised. U.N.O.
FM
LO S4. Bolts nominated by diameter, ultimate strength and method of tightening (eg M12 4.6/s = 12mmø,
T
AN
SP
246 19 commercial bolt, snug tight).
584
N
S5. All bolts to be installed with one hardened washer under the turned part. (see AS1720.1 section 4)
DR
S6. All external steel members and components including bolts and washers to be Hot Dipped galvanised.
IV
INDICATES OPTIONAL 1800mm HIGH
E
TIMBER FRAME ACOUSTIC BARRIER FENCE NOTES:
TO BOUNDARY. LO
SP T 18 W1. Wind Loads: p.ult = 2.01kPa or 2.91kPa (corner). p.serv = 0.85kPa or 1.23kPa (corner). Based on Region B
246 V1000 (ult), V25 (serv), Cat 2, Mt = 1.0, Ms = 1.0, Cfig = 1.25 or 1.8 (at corners)
584
a:\1856 - noosa civic noosaville\acad structural\1856-lot_21_noosa_civic_acoustic_fence.dwg
W2. Timber battens are min. F5 strength grade, H4 treated if in contact with ground, H3 treated otherwise. All
timbers to be free of defects and comply with MRTS15 Cl.7.4.2 and TMR Drawing SD1606
W3. Ply panels to be min 27mm thick with surface density to comply with approved acoustic report.
PROPERTY DESCRIPTION LO W4. Screws to be self tapping 14 gauge type 17 hex head as specified in MRTS15
SP T 17 W5. All fasteners and fixings to be hot dip galvanized unless noted otherwise.
LOT 21 on SP246584 | AREA: 3825m² 246
584 W6. All steel used to be heavy hot dip galvanized, clear of all zinc deposits and welding slag.
W7. Noise fence to be constructed in accordance with the requirements of MRTS15
LOCALITY PLAN
NOT TO SCALE
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DETAILS SCALE APPROVED PROPOSED ACOUSTIC FENCE 1856
1 27-08-20 FOR APPROVAL NN CL AT NOOSA CIVIC, WALTER HAY DRIVE
2 21-10-20 REVISED ISSUE JP CL DATUM AHD SHEET: OF
DESIGN CL
................. FOR STOCKWELL PTY LTD 1 4
Director: CAMERON LANDRETH DRAWING TITLE: DRAWING NUMBER REV
DRAWN NN AS NOTED
(RPEQ 19358) LOCALITY PLAN & GENERAL CONSTRUCTION
DESIGN CHECK CL
DRAWING STATUS
p 07 5443 8285 ST01 2
This drawing is not to be copied or amended without written permission from e [email protected] w www.barlowshelley.com.au NOTES
DATE AUG 2020 Barlow Shelley Consulting Engineers FOR APPROVAL a PO Box 899 Maroochydore 4558 ABN 89 215 591 077
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Page 2
FH
HOF
MA
NN
INDICATES LOCATION
DRI
OF FIELD INLET PITS.
VE
13950
18700
1 6450 6700
17
20
0
INDICATES LOCATION
STORM WATER PIPE.
7900
1800mm HIGH TIMBER
FRAME ACOUSTIC
BARRIER TO BOUNDARY.
FH
8570
LOT 21
SP246584
E
00
186
OPTIONAL 1800mm HIGH
FH TIMBER FRAME ACOUSTIC
BARRIER TO BOUNDARY.
130
00
HO
00
511
FM
AN
N
DR
IV
FH
E
LOT 19
SP246584
M
W
M
W
ACOUSTIC FENCE SITE LAYOUT
SCALE 1:500 @ A3
a:\1856 - noosa civic noosaville\acad structural\1856-lot_21_noosa_civic_acoustic_fence.dwg
NOTE 1:
NOISE FENCE MATERIALS & ASSEMBLY SHALL BE IN ACCORDANCE
WIND LOADS: TO AS 1170.2 WITH "TRANSPORT AND MAIN ROADS SPECIFICATIONS:
Vsite ULT = 53m/s = V250 MRTS15 - NOISE FENCES
CAUTION - EXISTING SERVICES Vsite SERV = 38m/s = V20 STD DWG 1606 - NOISE BARRIERS - RHS POSTS, PLYWOOD PANELS.
THE CONTRACTOR IS TO DETERMINE THE EXACT LOCATION OF
ALL EXISTING SERVICES IN THE VICINITY OF THE PROPOSED
P.ULT = 1.57KPA OR 3.02KPA (CORNER/ENDS).
WORKS PRIOR TO THE START OF ANY CONSTRUCTION. THE P.SERV = 0.81KPA OR 1.55KPA (CORNER/ENDS). NOTE 2:
COST OF ANY RECTIFICATION WORKS DUE TO DAMAGE OF
TERRAIN CAT = 2, MT = 1.0, MD = 0.95, MS = 1.0, THESE PLANS ARE TO BE READ IN CONJUNCTION WITH
EXISTING SERVICES SHALL BE BORNE BY THE CONTRACTOR.
Cpn = 1.248, 1.8 AT CORNERS & 2.4 AT ENDS. THE ACOUSTIC DESIGN REPORT SPECIFICATIONS.
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DETAILS SCALE APPROVED PROPOSED ACOUSTIC FENCE 1856
1 27-08-20 FOR APPROVAL NN CL AT NOOSA CIVIC, WALTER HAY DRIVE
2 21-10-20 REVISED ISSUE JP CL DATUM AHD SHEET: OF
DESIGN CL
0 5.0 10 15 20 25m ................. FOR STOCKWELL PTY LTD 2 4
Director: CAMERON LANDRETH DRAWING TITLE: DRAWING NUMBER REV
DRAWN NN
SCALE 1:500 A3 (RPEQ 19358) ACOUSTIC FENCE SITE LAYOUT PLAN
DESIGN CHECK CL
DRAWING STATUS
p 07 5443 8285 ST02 2
This drawing is not to be copied or amended without written permission from e [email protected] w www.barlowshelley.com.au
DATE AUG 2020 Barlow Shelley Consulting Engineers FOR APPROVAL a PO Box 899 Maroochydore 4558 ABN 89 215 591 077
Page 3
POST IDENTIFICATION TO BE VISIBLE
ON REAR OUTSIDE FACE.
PALINGS AS SPEC'D.
℄ END SPANS 1.5m ℄ END SPANS 1.5m ℄ INTERNAL SPAN 2.4m TYP ℄ INTERNAL SPAN 2.4m TYP ℄ 2.4m CRS
END 2 BAYS END 2 BAYS TYPICAL
BOUNDARY FACE SET OUT LINE
REFER TO CLEAT PLATE TIMBER RAILS AS SPEC'D
POST AS DETAIL FOR RAIL FIXINGS
RAILINGS AS SPEC'D. FIXED TO POST
SPEC'D.
1.80m HIGH FENCE
CLEAT WITH NO. 14 TYPE 17 BATTEN
SCREWS. REFER TO POST CLEAT
BARRIER ASSEMBLY PLAN LAYOUT NOT TO SCALE.
DETAIL FOR NO. OF SCREWS REQUIRED.
EXTERNAL TIMBER DURABILITY:
ALL EXTERNAL TIMBER TO BE DURABILITY CLASS 1 OR
BETTER IN ACCORDANCE WITH AS1720.1 AND AS1720.2.
200x50 PINE SLEEPER (MIN.
ALTERNATIVELY THE TIMBER CAN BE H4 TREATED IN
H4 TREATED) FIXED WITH
ACCORDANCE WITH AS1604.
2x NO. 14 TYPE 17 BATTEN
SCREWS EACH POST
FSL
8mm 6cfw CAP PLATE 45
14Ø HOLE (CENTRAL) FOR HOT DIP GALV. 20 MIN. LAP
30 30
FOOTING DEPTH AS SPEC'D
PLUG WITH SILICON DURING INSTALL
225
20 MIN.
75
225x75x8 PLATE.
35
75
6fw ALL SIDES TO RHS POST. FENCE
38
15 20 1x 8Ø HOLE FOR CONT. RAILS, 3.15Ø RING SHANK GALV. RAIL 3.15Ø RING SHANK
26 2x 10Ø HOLES (AS SHOWN) NAILS 75mm LONG GALV. NAILS 45mm LONG
FOR RAIL ENDS.
225 SQ x10 BASE PLATE
PALING LAP DETAIL 1:10 @ A3
300
6CFW TO POST BASE
FOOTINGS TO BE FOUND
POST CLEAT DETAIL CONTRACTOR TO CONFIRM PALING DENSITY COMPLIES WITH APPROVED ACOUSTIC REPORT.
AS SPEC'D
INTO GROUND WITH MINIMUM
BEARING CAPACITY OF 50kPa
SCALE 1:10 @ A3 REFER TO TYPICAL TIMBER SPECIES DENSITY INFORMATION IN AS1720.
REFER TO ARCHITECTURAL SPECIFICATIONS FOR ALL SET OUT DIMENSIONS, FINISHING,
FLASHING, SURFACE FALLS AND WATER PROOFING. etc
2.4m HIGH FENCE 1:20 @ A3
a:\1856 - noosa civic noosaville\acad structural\1856-lot_21_noosa_civic_acoustic_fence.dwg
NOISE BARRIER SCHEDULE
REFER TO ARCHITECTURAL SPECIFICATIONS FOR ALL SET OUT DIMENSIONS,
POST
FINISHING, FLASHING, SURFACE FALLS AND WATER PROOFING. etc FENCE POST POST SIZE POST BAYS POST FOOTING FOOTING PALING PALING
BAYS RAIL SIZE RAIL SPACING
HEIGHT SIZE (INT.) (END) (END) LENGTH DEPTH DIAMETER SIZE OVERLAP
(INT.)
100 x 50 F8 PINE RAILS
150 x 50 x 4.0 150 x 50 x 4.0 1.5m WITHIN 3 RAILS @ 750 CRS MAX
(MIN 2x POST SPANS) 100 x 25 x 1800
1.80m Gr350 H.D.G. Gr350 H.D.G. RHS, 2.40m 3.0m OF END 3.00m 1.50m 350Ø SPACING TYPICAL. MIN 40%
200 x 50 PINE SLEEPER MIN F8 H'WD
RHS WITHIN 3.0m OF END (END 2 BAYS) (EXCL. PINE SLEEPER)
(H4 TREATED)
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DETAILS SCALE APPROVED PROPOSED ACOUSTIC FENCE 1856
1 27-08-20 FOR APPROVAL NN CL AT NOOSA CIVIC, WALTER HAY DRIVE
2 21-10-20 REVISED ISSUE JP CL DATUM AHD SHEET: OF
DESIGN CL
................. FOR STOCKWELL PTY LTD 3 4
Director: CAMERON LANDRETH DRAWING TITLE: DRAWING NUMBER REV
DRAWN NN AS NOTED
(RPEQ 19358) TYPICAL ACOUSTIC FENCE SECTION & DETAILS
DESIGN CHECK CL
DRAWING STATUS
p 07 5443 8285 ST03 2
This drawing is not to be copied or amended without written permission from e [email protected] w www.barlowshelley.com.au SHEET 1 OF 1
DATE AUG 2020 Barlow Shelley Consulting Engineers FOR APPROVAL a PO Box 899 Maroochydore 4558 ABN 89 215 591 077
Page 4
WORKPLACE HEALTH & SAFETY NOTES
THESE WORK HEALTH & SAFETY NOTES MUST BE PROVIDED TO ALL OWNERS, BUILDING CONTRACTORS, SUB-CONTRACTORS, CONSULTANTS, RENOVATORS, OPERATORS, MAINTENANCE PERSONNEL, DEMOLITION CONTRACTORS, & ALL
OTHERS ASSOCIATED WITH PERFORMING WORK ON/OR WITHIN THE BUILDING & SURROUNDS. THE WORK HEALTH & SAFETY NOTES ARE TO BE FULLY READ & UNDERSTOOD BY ALL PERSONS PRIOR TO COMMENCING ANY WORK.
1. FALLS, SLIPS, TRIPS BUILDING COMPONENTS 7. CONFINED SPACES
DURING CONSTRUCTION, RENOVATION OR DEMOLITION OF THIS BUILDING, THESE SHOULD BE FULLY MAINTAINED IN ACCORDANCE WITH MANUFACTURER'S
A. WORKING AT HEIGHTS SPECIFICATIONS & NOT USED WHERE FAULTY OR ( IN THE CASE OF ELECTRICAL EXCAVATIONS
PARTS OF THE STRUCTURE INCLUDING FABRICATED STEELWORK, HEAVY
DURING CONSTRUCTION PANELS & MANY OTHER COMPONENTS WILL REMAIN STANDING PRIOR TO OR EQUIPMENT ) NOT CARRYING A CURRENT ELECTRICAL SAFETY TAG. ALL CONSTRUCTION OF THIS BUILDING & SOME MAINTENANCE ON THE BUILDING
WHEREVER POSSIBLE, COMPONENTS FOR THIS BUILDING SHOULD BE SAFETY GUARDS OR DEVICES SHOULD BE REGULARLY CHECKED & PERSONAL WILL REQUIRE EXCAVATION & INSTALLATION OF ITEMS WITHIN EXCAVATIONS.
AFTER SUPPORTING PARTS ARE IN PLACE. CONTRACTORS SHOULD ENSURE WHERE PRACTICAL, INSTALLATION SHOULD BE CARRIED OUT USING METHODS
PREFABRICATED OFF-SITE OR AT GROUND LEVEL TO MINIMISE THE RISK OF THAT TEMPORARY BRACING OR OTHER REQUIRED SUPPORT IS IN PLACE AT ALL PROTECTIVE EQUIPMENT SHOULD BE USED IN ACCORDANCE WITH
WORKERS FALLING MORE THAN TWO METRES. HOWEVER, CONSTRUCTION OF MANUFACTURER'S SPECIFICATION. WHICH DO NOT REQUIRE WORKERS TO ENTER THE EXCAVATION. WHERE THIS
TIMES WHEN COLLAPSE WHICH MAY INJURE PERSONS IN THE AREA IS A IS NOT PRACTICAL, ADEQUATE SUPPORT FOR THE EXCAVATED AREA SHOULD
THIS BUILDING WILL REQUIRE WORKERS TO BE WORKING AT HEIGHTS WHERE A POSSIBILTY. MECHANICAL LIFTING OF MATERIALS & COMPONENTS DURING
FALL IN EXCESS OF TWO METRES IS POSSIBLE & INJURY IS LIKELY TO RESULT BE PROVIDED TO PREVENT COLLAPSE. WARNING SIGNS & BARRIERS TO
FROM SUCH A FALL. THE BUILDER SHOULD PROVIDE A SUITABLE BARRIER
CONSTRUCTION, MAINTENANCE OR DEMOLITION PRESENTS A RISK OF FALLING 6. HAZARDOUS SUBSTANCES PREVENT ACCIDENTAL OR UNAUTHORISED ACCESS TO ALL EXCAVATIONS
OBJECTS. CONTRACTORS SHOULD ENSURE THAT APPROPRIATE LIFTING ASBESTOS IN EXISTING BUILDINGS SHOULD BE PROVIDED.
WHEREVER A PERSON IS REQUIRED TO WORK IN A SITUATION WHERE FALLING DEVICES ARE USED, THAT LOADS ARE PROPERLY SECURED & THAT ACCESS TO
MORE THAN TWO METRES IS A POSSIBILITY. AREAS BELOW THE LOAD IS PREVENTED OR RESTRICTED.
BUILDING CONSTRUCTED PRIOR TO 1990
WHEREVER POSSIBLE, COMPONENTS FOR THIS BUILDING SHOULD BE PARKING ENCLOSED SPACES
DURING OPERATION OR MAINTENANCE 3. TRAFFIC MANAGEMENT
IF THIS BUILDING WAS CONSTRUCTED PRIOR TO 1990 & THEREFORE MAY ENCLOSED SPACES WITHIN THIS BUILDING MAY PRESENT A RISK TO PERSONS
CLEANING & MAINTENANCE OF WINDOWS, WALLS, ROOF OR OTHER CONTAIN ASBESTOS EITHER IN CLADDING MATERIAL OR IN FIRE RETARDENT ENTERING FOR CONSTRUCTION, MAINTENANCE OR ANY OTHER PURPOSE. THE
COMPONENTS OF THIS BUILDING WILL REQUIRE PERSONS TO BE SITUATED MAJOR ROAD, NARROW ROAD, OR STEEPLY SLOPING ROAD INSULATION MATERIAL. THE BUILDER SHOULD CHECK &, IF NECESSARY, TAKE DESIGN DOCUMENTATION CALLS FOR WARNING SIGNS & BARRIERS TO
WHERE A FALL FROM A HEIGHT IN EXCESS OF TWO METRES IS POSSIBLE. WHEREVER POSSIBLE, COMPONENTS FOR THIS BUILDING SHOULD BE PARKING APPROPRIATE ACTION BEFORE DEMOLISHING, CUTTING, SANDING, DRILLING OR UNAUTHORISED ACCESS. THESE SHOULD BE MAINTAINED THROUGHOUT THE
WHERE THIS TYPE OF ACTIVITY IS REQUIRED, SCAFFOLDING, LADDERS OR OF VEHICLES OR LOADING/UNLOADING OF VEHICLES ON THIS ROADWAY MAY OTHERWISE DISTURBING THE EXISTING STRUCTURE. LIFE OF THE BUILDING. WHERE WORKERS ARE REQUIRED TO ENTER ENCLOSED
TRESTLES SHOULD BE USED IN ACCORDANCE WITH RELEVANT CODES OF CAUSE A TRAFFIC HAZARD. DURING CONSTRUCTION, MAINTENANCE OR SPACES, AIR TESTING EQUIPMENT & PERSONAL PROTECTIVE EQUIPMENT
PRACTICE, REGULATIONS OR LEGISLATION. WHERE CLEANING & MAINTENANCE DEMOLITION OF THIS BUILDING DESIGNATED PARKING FOR WORKERS & BUILDING CONSTRUCTED PRIOR TO 1986 SHOULD BE PROVIDED.
OF ANY COMPONENTS OF/OR INSTALLATIONS WITHIN THIS BUILDING MEANS LOADING AREAS SHOULD BE PROVIDED. TRAINED TRAFFIC MANAGEMENT IF THIS BUILDING WAS CONSTRUCTED PRIOR TO 1986 & THEREFORE IS LIKELY
THAT THE USE OF LADDERS OR TRESTLES ARE NOT APPROPRIATE, PERSONNEL SHOULD BE RESPONSIBLE FOR THE SUPERVISION OF THESE TO CONTAIN ASBESTOS EITHER IN CLADDING MATERIAL OR IN FIRE RETARDENT SMALL SPACES
SCAFFOLDING, FALL BARRIERS OR PERSONAL PROTECTIVE EQUIPMENT (PPE) AREAS. INSULATION MATERIAL. THE BUILDER SHOULD CHECK &, IF NECESSARY, TAKE SOME SMALL SPACES WITHIN THIS BUILDING WILL REQUIRE ACCESS BY
SHOULD BE USED IN ACCORDANCE WITH RELEVANT CODES OF PRACTICE, APPROPRIATE ACTION BEFORE DEMOLISHING, CUTTING, SANDING, DRILLING OR CONSTRUCTION OR MAINTENANCE WORKERS. THE DESIGN DOCUMENTATION
REGULATIONS & LEGISLATION. ANCHORAGE POINTS FOR PORTABLE SCAFFOLD RESTRICTED ON-SITE LOADING/UN-LOADING OTHERWISE DISTURBING THE EXISTING STRUCTURE. CALLS FOR WARNING SIGNS & BARRIERS TO UNAUTHORISED ACCESS. THESE
OR FALL ARREST DEVICES ARE TO BE INSTALLED ON/WITHIN THE BUILDING FOR CONSTRUCTION OF THIS BUILDING WILL REQUIRE LOADING & UNLOADING OF SHOULD BE MAINTAINED THROUGHOUT THE LIFE OF THE BUILDING. WHERE
USE BY MAINTENANCE WORKERS. ANY PERSONS ENGAGED TO WORK ON THE MATERIALS ON THE ROADWAY. DELIVERIES SHOULD BE WELL PLANNED TO POWDERED MATERIALS WORKERS ARE REQUIRED TO ENTER SMALL SPACES THEY SHOULD BE
BUILDING AFTER THE COMPLETION OF CONSTRUCTION WORK SHOULD BE AVOID CONGESTION OF LOADING AREAS & TRAINED TRAFFIC MANAGEMENT MANY MATERIALS USED IN THE CONSTRUCTION OF THIS BUILDING CAN CAUSE SCHEDULED SO THAT ACCESS IS FOR SHORT PERIODS. MANUAL LIFTING &
INFORMED ABOUT THE ANCHORAGE POINTS. PERSONNEL SHOULD BE USED TO SUPERVISE LOADING/UNLOADING AREAS. HARM IF INHALED IN POWDERED FORM. PERSONS WORKING ON OR IN THE OTHER MANUAL ACTIVITY SHOULD BE RESTRICTED IN SMALL SPACES.
BUSY CONSTRUCTION & DEMOLITION SITES PRESENT A RISK OF COLLISION BUILDING DURING CONSTRUCTION, OPERATIONAL MAINTENANCE OR
B. SLIPPERY OR UNEVEN SURFACES WHERE DELIVERIES & OTHER TRAFFIC ARE MOVING WITHIN THE SITE. A DEMOLITION SHOULD ENSURE GOOD VENTILATION & WEAR PERSONAL 8. PUBLIC ACCESS
FLOOR FINISHES TRAFFIC MANAGEMENT PLAN SUPERVISED BY TRAINED TRAFFIC MANAGEMENT PROTECTIVE EQUIPMENT INCLUDING PROTECTION AGAINST INHALATION WHILE PUBLIC ACCESS TO CONSTRUCTION & DEMOLITION SITES & TO AREAS UNDER
SPECIFIED FINISHES MUST BE SELECTED TO MINIMISE THE RISK OF FLOORS & PERSONNEL SHOULD BE ADOPTED FOR THE WORK SITE. USING POWDERED MATERIAL OR WHEN SANDING, DRILLING, CUTTING OR MAINTENANCE CAUSES RISK TO WORKERS & PUBLIC. WARNING SIGNS & SECURE
PAVED AREAS BECOMING SLIPPERY WHEN WET OR WHEN WALKED ON WITH OTHERWISE DISTURBING OR CREATING POWDERED MATERIAL. BARRIERS TO UNAUTHORISED ACCESS SHOULD BE PROVIDED. WHERE
WET SHOES/FEET. ANY CHANGES TO THE SPECIFIED FINISH SHOULD BE MADE 4. SERVICES ELECTRICAL INSTALLATIONS, EXCAVATIONS, PLANT OR LOOSE MATERIALS ARE
IN CONSULTATION WITH THE DESIGNER OR, IF THIS IS NOT PRACTICAL, RUPTURE OF SERVICES DURING EXCAVATION OR OTHER ACTIVITY CREATES A TREATED TIMBER PRESENT THEY SHOULD BE SECURED WHEN NOT FULLY SUPERVISED.
SURFACES WITH AN EQUIVALENT OR BETTER SLIP RESISTANCE SHOULD BE VARIETY OF RISKS INCLUDING RELEASE OF HAZARDOUS MATERIAL. EXISTING THE DESIGN OF THIS BUILDING INCLUDES PROVISION FOR THE INCLUSION OF
USED. THE OWNER IS RESPONSIBLE FOR THE SELECTION OF SURFACE FINISHES SERVICES ARE LOCATED ON OR AROUND THIS SITE. WHERE KNOWN, THESE TREATED TIMBER WITHIN THE STRUCTURE. DUST OR FUMES FROM THIS 9. OPERATIONAL USE OF BUILDING
IN THE PEDESTRIAN TRAFFICABLE AREAS OF THIS BUILDING. SURFACES ARE IDENTIFIED ON THE PLANS BUT THE EXACT LOCATION & EXTENT OF MATERIAL CAN BE HARMFUL. PERSONS WORKING ON OR IN THE BUILDING RESIDENTIAL BUILDINGS
SHOULD BE SELECTED IN ACCORDANCE WITH AS HB 197:1999 & AS/NZ 4586:2004. SERVICES MAY VARY FROM THAT INDICATED. SERVICES SHOULD BE LOCATED DURING CONSTRUCTION, OPERATIONAL MAINTENANCE OR DEMOLITION SHOULD
WHERE THE BUILDING HAS BEEN DESIGNED AS A RESIDENTIAL BUILDING, & AT A
USING AN APPROPRIATE SERVICE ( SUCH AS DIAL BEFORE YOU DIG ), ENSURE GOOD VENTILATION & WEAR PERSONAL PROTECTIVE EQUIPMENT
LATER DATE IS USED OR INTENDED AS A WORKPLACE, THE PROVISIONS OF THE
STEPS, LOOSE OBJECTS & UNEVEN SURFACES APPROPRIATE EXCAVATION PRACTICE SHOULD BE USED &, WHERE NECESSARY, INCLUDING PROTECTION AGAINST INHALATION OF HARMFUL MATERIAL WHEN
WORK HEALTH & SAFETY ACT 2011 OR SUBSEQUENT REPLACEMENT ACT SHOULD
DUE TO DESIGN RESTRICTIONS FOR THIS BUILDING, STEPS &/OR RAMPS ARE SPECIALIST CONTRACTORS SHOULD BE USED. SANDING, DRILLING, CUTTING OR USING TREATED TIMBER IN ANY WAY THAT
BE APPLIED TO THE NEW USE.
INCLUDED IN THE BUILDING WHICH MAY BE A HAZARD TO WORKERS CARRYING MAY CAUSE HARMFUL MATERIAL TO BE RELEASED. DO NOT BURN TREATED
OBJECTS OR OTHERWISE OCCUPIED. STEPS SHOULD BE CLEARLY MARKED SITES WITH UNDERGROUND POWER TIMBER.
NON-RESIDENTIAL BUILDINGS - END USE UNKNOWN
WITH BOTH VISUAL & TACTILE WARNINGS DURING CONSTRUCTION, UNDERGROUND POWER LINES ARE LOCATED IN OR AROUND THIS SITE. ALL THE BUILDING HAS BEEN DESIGNED TO REQUIREMENTS OF THE CLASSIFICATION
MAINTENANCE, DEMOLITION & AT ALL TIMES WHEN THE BUILDING OPERATES AS UNDERGROUND POWER LINES MUST BE DISCONNECTED OR CAREFULLY VOLATILE ORGANIC COMPOUNDS IDENTIFIED ON THE DRAWINGS. THE SPECIFIC USE OF THE BUILDING IS NOT
A WORKPLACE. BUILDING OWNERS & OCCUPIERS SHOULD MONITOR THE LOCATED & ADEQUATE WARNING SIGNS USED PRIOR TO ANY CONSTRUCTION, MANY TYPES OF GLUE, SOLVENTS, SPRAY PACKS, PAINTS, VARNISHES & SOME
KNOWN AT THE TIME OF THE DESIGN & A FURTHER ASSESSMENT OF THE
PEDESTRIAN ACCESS WAYS & IN PARTICULAR, ACCESS TO AREAS WHERE MAINTENANCE OR DEMOLITION COMMENCING. CLEANING MATERIALS HAVE DANGEROUS EMISSIONS. AREAS WHERE THESE
WORKPLACE HEALTH & SAFETY ISSUES SHOULD BE UNDERTAKEN AT THE TIME
MAINTENANCE IS ROUTINELY CARRIED OUT TO ENSURE THAT SURFACES HAVE ARE USED SHOULD BE KEPT WELL VENTILATED WHILE THE MATERIAL IS BEING
OF FIT-OUT FOR THE END-USER.
NOT MOVED OR CRACKED SO THAT THEY BECOME UNEVEN & PRESENT A TRIP SITES WITH OVERHEAD POWER LINES USED & FOR A PERIOD AFTER INSTALLATION. PERSONAL PROTECTIVE
HAZARD. SPILLS, LOOSE MATERIAL, STRAY OBJECTS OR ANY OTHER MATTER OVERHEAD POWER LINES ARE NEAR OR ON THIS SITE. THESE POSE A RISK OF EQUIPMENT MAY ALSO BE REQUIRED. THE MANUFACTURER'S
THAT MAY CAUSE A SLIP OR TRIP HAZARD SHOULD BE CLEANED OR REMOVED RECOMMENDATIONS FOR USE MUST BE CAREFULLY CONSIDERED AT ALL TIMES. NON-RESIDENTIAL BUILDINGS - END USE KNOWN
ELECTROCUTION IF STRUCK OR APPROACHED BY LIFTING DEVICES OR OTHER THIS BUILDING HAS BEEN DESIGNED FOR THE SPECIFIC USE AS IDENTIFIED ON
FROM ACCESS WAYS. CONTRACTORS SHOULD BE REQUIRED TO MAINTAIN A PLANT & PERSONS WORKING ABOVE GROUND LEVEL. WHERE THERE IS A THE DRAWINGS. WHERE A CHANGE OF USE OCCURS AT A LATER DATE A
TIDY WORK SITE DURING CONSTRUCTION, MAINTENANCE OR DEMOLITION TO DANGER OF THIS OCCURING, POWER LINES SHOULD BE, WHERE PRACTICAL, SYNTHETIC MINERAL FIBRES FURTHER ASSESSMENT OF THE WORKPLACE HEALTH & SAFETY ISSUES SHOULD
REDUCE THE RISK OF TRIPS & FALLS IN THE WORKPLACE. MATERIALS FOR DISCONNECTED OR RELOCATED. WHERE THIS IS NOT PRACTICAL ADEQUATE FIBREGLASS, ROCKWOOL, CERAMIC & OTHER MATERIAL USED FOR THERMAL
CONSTRUCTION OR MAINTENANCE SHOULD BE STORED IN DESIGNATED AREAS BE UNDERTAKEN.
WARNING IN THE FORM OF BRIGHT COLOURED TAPE OR SIGNAGE SHOULD BE OR SOUND INSULATION MAY CONTAIN SYNTHETIC MINERAL FIBRE WHICH MAY
AWAY FROM ACCESS WAYS & WORK AREAS. USED OR A PROTECTIVE BARRIER PROVIDED. BE HARMFUL IF INHALED OR IF IT COMES IN CONTACT WITH THE SKIN, EYES OR
OTHER SENSITIVE PARTS OF THE BODY. PERSONAL PROTECTIVE EQUIPMENT 10. OTHER HIGH RISK ACTIVITY
2. FALLING OBJECTS 5. MANUAL TASKS INCLUDING PROTECTION AGAINST INHALATION OF HARMFUL MATERIAL SHOULD ALL ELECTRICAL WORK SHOULD BE CARRIED OUT IN ACCORDANCE WITH THE
a:\1856 - noosa civic noosaville\acad structural\1856-lot_21_noosa_civic_acoustic_fence.dwg
BE USED WHEN INSTALLING, REMOVING OR WORKING NEAR BULK INSULATION FOLLOWING CODE OF PRACTICE:
LOOSE MATERIALS OR SMALL OBJECTS COMPONENTS WITHIN THIS DESIGN WITH A MASS IN EXCESS OF 25KG SHOULD MANAGING ELECTRICAL RISKS AT THE WORKPLACE, AS/NZ 3012 & ALL LICENSING
MATERIAL.
CONSTRUCTION, MAINTENANCE OR DEMOLITION WORK ON OR AROUND THIS BE LIFTED BY TWO OR MORE WORKERS OR BY MECHANICAL LIFTING DEVICE. REQUIREMENTS.
BUILDING IS LIKELY TO INVOLVE PERSONS WORKING ABOVE GROUND LEVEL OR WHERE THIS IS NOT PRACTICAL, SUPPLIERS OR FABRICATORS SHOULD BE ALL WORK USING PLANT SHOULD BE CARRIED OUT IN ACCORDANCE WITH THE
ABOVE FLOOR LEVELS. WHERE THIS OCCURS ONE OR MORE OF THE REQUIRED TO LIMIT THE COMPONENT MASS. ALL MATERIAL PACKAGING, TIMBER FLOORS
THIS BUILDING CONTAINS TIMBER FLOORS WHICH HAVE AN APPLIED FINISH. FOLLOWING CODE OF PRACTICE:
FOLLOWING MEASURES SHOULD BE TAKEN TO AVOID OBJECTS FALLING FROM BUILDING & MAINTENANCE COMPONENTS SHOULD CLEARLY SHOW THE TOTAL MANAGING RISKS OF PLANT AT THE WORKPLACE.
THE AREA WHERE THE WORK IS BEING CARRIED OUT OVER PERSONS BELOW. MASS OF PACKAGES & WHERE PRACTICAL ALL ITEMS SHOULD BE STORED ON AREAS WHERE FINISHES ARE APPLIED SHOULD BE KEPT WELL VENTILATED
DURING SANDING & APPLICATION, & FOR A PERIOD AFTER INSULATION. ALL WORK SHOULD BE CARRIED OUT IN ACCORDANCE WITH THE FOLLOWING
1. PREVENT OR RESTRICT ACCESS TO AREAS BELOW WHERE THE WORK IS SITE IN A WAY WHICH MINIMISES BENDING BEFORE LIFTING. ADVICE SHOULD BE CODE OF PRACTICE:
BEING CARRIED OUT. PROVIDED ON SAFE LIFTING METHODS IN ALL AREAS WHERE LIFTING MAY PERSONAL PROTECTIVE EQUIPMENT MAY ALSO BE REQUIRED. THE
MANUFACTURER'S RECOMMENDATIONS FOR USE MUST BE CAREFULLY MANAGING NOISE & PREVENTING HEARING LOSS AT WORK.
2. PROVIDE TOEBOARDS TO SCAFFOLDING OR WORK PLATFORMS. OCCUR. CONSTRUCTION, MAINTENANCE & DEMOLITION OF THIS BUILDING WILL DUE TO THE HISTORY OF SERIOUS INCIDENTS IT IS RECOMMENDED THAT
3. PROVIDE PROTECTIVE STRUCTURES BELOW THE WORK AREA. REQUIRE THE USE OF PORTABLE TOOLS & EQUIPMENT. CONSIDERED AT ALL TIMES.
PARTICULAR CARE BE EXERCISED WHEN UNDERTAKING WORK INVOLVING STEEL
4. ENSURE THAT ALL PERSONS BELOW THE WORK AREA HAVE PERSONAL CONSTRUCTION & CONCRETE PLACEMENT. ALL THE ABOVE APPLIES.
PROTECTIVE EQUIPMENT
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DETAILS SCALE APPROVED PROPOSED ACOUSTIC FENCE 1856
1 27-08-20 FOR APPROVAL NN CL AT NOOSA CIVIC, WALTER HAY DRIVE
2 21-10-20 REVISED ISSUE JP CL DATUM AHD SHEET: OF
DESIGN CL
................. FOR STOCKWELL PTY LTD 4 4
Director: CAMERON LANDRETH DRAWING TITLE: DRAWING NUMBER REV
DRAWN NN
(RPEQ 19358) WORKPLACE HEALTH & SAFETY NOTES
DESIGN CHECK CL
DRAWING STATUS
p 07 5443 8285 ST04 2
This drawing is not to be copied or amended without written permission from e [email protected] w www.barlowshelley.com.au
DATE AUG 2020 Barlow Shelley Consulting Engineers FOR APPROVAL a PO Box 899 Maroochydore 4558 ABN 89 215 591 077
Used in these records
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