OPW16/0021- Operational Works Application 2 of 4

 

71 SEAVIEW TERRACE SUNSHINE BEACH

GENERAL NOTES

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THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH:
NOEL ROBINSON ARCHITECT'S DRAWINGS AND THE SPECIFICATION.
JAMES BIRRELL LANDSCAPE ARCHITECT'S DRAWINGS AND SPECIFICATION.
FLOTH HYDRAULIC DRAWINGS;
AQUAINTEL STORMWATER MANAGEMENT PLAN;
GEOTECHNICAL REPORT: MORRISON GEOTECHNIC REPORT No. DE14/231; DATED OCTOBER 2014.
SITE SURVEY: SUPPLIED BY DAVID LAU AND BENNETT AND BENNETT.
ANY DISCREPANCY TO BE REFERRED TO THE ARCHITECT/SUPERINTENDENT IN WRITING

SET OUT TO BE DONE BY SURVEY USING DIGITAL FILE OF THE ARCHITECTS DRAWINGS IN CONJUNCTION WITH
NECESSARY CRITICAL ON-SITE DIMENSIONS AND CLEARANCES.

CONSTRUCTION SHALL BE SET OUT USING DIMENSIONS FROM ARCHITECT'S DRAWINGS.

ALL LEVELS AND SETOUT POINTS SHALL BE CONFIRMED ON SITE BY REGISTERED SURVEYOR PRIOR TO
CONSTRUCTION. ADVISE ANY DISCREPANCY BEFORE PROCEEDING.

DIMENSIONS SHALL NOT BE OBTAINED BY SCALING THE STRUCTURAL DRAWINGS.

THE FOUNDATION MATERIAL TO BE CHECKED BY GEOTECHNICAL ENGINEER BEFORE THE POURING OF THE
FOUNDATIONS IS COMMENCED.

THE FOUNDATION MATERIAL MUST BE CAPABLE OF WITHSTANDING A BEARING PRESSURE OF NOT LESS THAN
200kPa.

SLIP RATING
1. SLIP RATING ON ANY ACCESSIBLE HORIZONTAL SURFACES TO BE V TO AS 4586

1. ALL PEDESTRIAN/CYCLIST TRAFFICABLE SURFACES SHALL BE FINISHED WITH NON-SLIP SURFACES OR,
COATINGS:

ANY CONFLICT WITH THE JOB SPECIFICATION SHALL BE PASSED TO THE SUPERINTENDENT FOR
RESOLUTION:

PROVIDE SUITABLE FRICTION TO ENABLE A PERSON TO SAFELY TRAVERSE THE SURFACE IN WET
CONDITIONS. THE SUPERINTENDENT MAY REFER TO AS/NZS 4586 AND HB197 FOR GUIDANCE.

2. WHERE EXPOSED AGGREGATE FINISHES ARE SPECIFIED, CONCRETE SHALL BE BATCHED WITH ANGULAR
AGGREGATE

ANY CONFLICT WITH THE JOB SPECIFICATION SHALL BE PASSED TO THE SUPERINTENDENT FOR

RESOLUTION

ROUND AGGREGATES ARE A SLIP HAZARD AND DANGEROUS TO PEDESTRIANS AND CYCLISTS
TEMPORARY WORKS

1. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN CERTIFICATION AND APPROVALS OF ALL STRUTTINGS,
PROPPING, TIE BACKS, EXCAVATION SHORING, PROTECTION WORKS, CONTIGUOUS PILING, ETC. NECESSARY
TO CARRY OUT THE WORKS

2. ALL TEMPORARY WORKS SHALL BE DESIGNED BY AN RPEQ STRICTLY IN ACCORDANCE WITH THE RELEVANT
STANDARDS AND LOCAL BY-LAWS TO WITHSTAND ALL EXPECTED AND SPECIFIED LOADINGS AS SET OUT IN
THE CODES.

SITE LOCATION

 

LOCALITY PLAN

NOT TO SCALE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 
 
 

 

 

 

 

 

  

 

 

 

 

9. THE CONTRACTOR SHALL PROVIDE A COMPLETE MAINTENANCE SCHEDULE AND WARRANTIES FOR THE 3 TORS PRN OURS CARE TOPCO Terese CLOSE PROXIMITY OF ADJACENT BUILDINGS AND THE NEED PLAN INDEX
PROJECT INCLUDING BUT NOT LIMITED TO:- ° DWG No DESCRIPTION
4. THE CONTRACTOR MUST PROVIDE A FULL AND COMPREHENSIVE WORK SCHEDULE, CONSTRUCTION SITE
: 14517-N1 GENERAL NOTES SHEET 1
SURFACE TREATMENT OF CONCRETE PLAN, INCLUDING ALL MEANS OF ACCESS, TEMPORARY DRAINAGE, PROTECTIVE FENCING, BARRIERS, TAS NE GENERAL NOTES SHEET?
FLEXIBLE SEALANTS BOARDINGS, AND SIGNAGE. -
’ 14517-N3 GENERAL NOTES SHEET 3
TIMBER PRESERVATIVES 5. THE CONTRACTOR MUST PROVIDE A FULL SAFETY PLAN, INCLUDING EMERGENCY AND PROCEDURES. 44517-OP22 EARTHWORKS PLANS STAGE 1 AND STAGE 2
PAINTED GALVANISED STEEL 6. ITIS PROHIBITED TO ALLOW ANY MATERIALS, RUBBISH, SOILS, WASTE, CHEMICALS, ETC. TO FALL ONTO THE 14517-OP23 EARTHWORKS PLAN STAGE 3
ALUMINIUM BEACH TIDAL ZONE OR SEAWATER. ANY EXCESS SOILS, SEDIMENT, CONSTRUCTION RUBBISH ETC. ON SITE 14517-OP24 EARTHWORKS PLAN STAGE 4
MUST BE SUITABLY CONTAINED, TO AVOID IT BENG ACCIDENTLY WASHED OR BLOWN ONTO THE BEACH, OR 14517-OP25 EARTHWORKS PLAN STAGE 5
SURFACE SEALANTS OF STONEWORK AND GROUT INTO THE NATURAL VEGETATION ON THE LOWER PART OF THE SITE AND NATIONAL PARK. 14517-OP26 EARTHWORKS PLAN STAGE 6
PROPRIETARY MORTARS AND GROUTS SERVICES RELOCATION 14517-OP27 EARTHWORKS PLAN STAGE 7
10. THE SET OUT OF STRUCTURAL MEMBERS SHALL BE ENTIRELY DEPENDENT ON THE ACCURATE PLACEMENT OF 1. THE CONTRACTOR SHALL LOCATE AND IDENTIFY ALL INGROUND SERVICES AND CO-ORDINATE WITH THE were DRIVEWAY AND OVERLAND row rat DETAILS
THE PILES, WHICH MUST DETERMINE THE CENTRE LINE OF THE BEAMS OVER. PILES MUST BE PLACED WITHIN RELEVANT UTILITY AUTHORITY IF AND WHERE THEY NEED TO BE RELOCATED ANDIOR ESPECIALLY -
100mm OF THEIR DESIGNATED LOCATION. THE CONTRACTOR MUST CARRY OUT A SURVEY OF THE AS PROTECTED DURING CONSTRUCTION, METHODS OF RELOCATION AND/OR PROTECTION MEASURES SHALL BE 14517-OP30 CONSTRUCTION DETAILS
CONSTRUCTED PILES AND ONLY THEN PROCEED WITH CONSTRUCTION STRUCTURAL MEMBERS APPROVED BY THE RELEVANT 14517-OP31 STORMWATER BASIN AND DISCHARGE
141. THE CONTRACTOR SHALL PROVIDE A FULL SET OF AS-CONSTRUCTED DRAWINGS OF THE PROJECT, INCLUDING UTILITY AUTHORITY PRIOR TO COMMENCEMENT OF THE WORKS. 14517-OP32 STORMWATER BASIN DETAILS
ALL PILE LOCATIONS, DEPTHS, LOCATION AND LENGTH OF TIE BACK ANCHORS, GROUND BEAMS, AND 14517-OP33 EROSION AND SEDIMENT CONTROL
CONCRETE WALLS ETC DILAPIDATION REPORT 14517-P1 PILING PLAN AND DETAILS
12. ALL WORKS ARE TO BE CARRIED OUT IN ACCORDANCE WITH THE APPROVED ENVIRONMENTAL MANAGEMENT 1. THE CONTRACTOR SHALL CARRY OUT A DETAILED DILAPIDATION ( EXISTING CONDITION ) REPORT ON THE 14517-P2 PILING DETAILS
PLAN. (EMP ) ADJACENT LOTS 5 AND 6 TO THE WEST, AND LOT 2 ON THE SOUTH BOUNDARY, COVERING ALL BUILDINGS, 14517-S1 POOL PLANT LEVEL
STRUCTURES, FENCES, POOLS, PATHS AND SLABS ETC. IN CONSULTATION WITH TOD CONSULTING 14517-S2 POOL PLANT LEVEL DETAILS SHEET 1
DESIGN LOADING CRITERIA ENGINEERS. SUBMIT 3 COPIES OF THE REPORT TO THE SUPERINTENDENT PRIOR TO COMMENCEMENT OF ANY 14517-S3 POOL PLANT LEVEL DETAILS SHEET 2
1, STRUCTURE IMPORTANCE LEVEL: 2, (PER BUILDING CODE OF AUSTRALIA T B1.2a) TEMPORARY WORKS, GROUTING OR PILING OPERATIONS.US 4517-84 POOL DECK AND BASEMENT LEVEL
2. THE STRUCTURES HAVE BEEN DESIGNED TO CARRY THE FOLLOWING LIVE LOADS: PRODUCTS: 14517-S5_[ POOL DECK AND BASEMENT LEVEL BTM REINFORCEMENT
, . 14517-86_| POOL DECK AND BASEMENT LEVEL TOP REINFORCEMENT
2.0 kPa GENERALLY; AS “SELF-CONTAINED DWELLING’ PER AS1170.1 1 PRODUCT TRADE NAMES HAVE BEEN USED TO ESTABLISH A QUALITY REQUIREMENT. OBTAIN WRITTEN 1451757 POOL DECK AND BASEMENT LEVEL DETAILS SHEET 1
2.0 kPa SOLAR PANEL ROOF DECK -" ROOFS USED FOR FLOOR TYPE ACTIVITIES” 14517-S8 POOL DECK AND BASEMENT LEVEL DETAILS SHEET 2
2. PRODUCTS TABLE
OR PLANT ROOMS 14517-S9 MAIN STAIR AND LIFT DETAILS
5 kPa Fi ITEM NAME PRODUCT [SPECIFIC INSTRUCTIONS 14517-S10 LEVEL 4 SLAB AND DETALS
5 kPa (OR 13 KN CONCENTRATED) RAMPS, DRIVEWAYS, DECKS WHICH CAN POSSIBLY BE ACCESSED BY EPOXYING OF BOLTS AND |HILTIHIT-RE 500 HOLES SHALL BE DRY AND BLOWNNACCUMED 14517511 LEVEL 4 SLAB BTM REINFORCEMENT PLAN
LIGHT VEHICLES. REINFORCEMENT BARS: CLEAN PRIOR TO INSTALLING EPOXY
1457-812 LEVEL 1 SLAB TOP REINFORCEMENT PLAN
10 kPa (OR 31 KN CONCENTRATED) MAIN DRIVEWAY. 14517-813 LEVEL 1 SLAB DETAILS SHEET 1
“4 . INON-SHRINK GROUT PARCHEM “CONBEXTRA GP” OR SIKAGROUT 100|SUITABLE FOR 10mm-100mm THICKNESS. 44517-8514 LEVEL 1 SLAB DETAILS SHEET 2
REFER TO STRUCTURAL SECTIONS FOR MAX PERMITTED SOIL DEPTH OF “GREEN ROOFS’ BONDING AGENT FOR EPIREZ 133 GENERAL PURPOSE EPOXY REFER CONCRETE NOTES owe SL SE Etre
CONSTRUCTION LOADS AS CALCULATED AND NOTED ON THE DRAWINGS CONCRETE POUR JOINTS 14517-S16 LEVEL 2 SLAB AND DETAILS:
3. RETAINING STRUCTURES: AS PER SOIL INVESTIGATION RECOMMENDATIONS. MINIMUM LATERAL SOIL WHERE NO PRODUCT IS SHOWN ON THE DRAWINGS, THESE PRODUCTS SHALL BE USED 14517-S17 LEVEL 2 SLAB BTM REINFORCEMENT PLAN
PRESSURE CALCULATED USING. EXECUTED IN ACCORDANCE WITH THE CURRENT EDITION OF AS 4100 - SAA STEEL
: 14517-S18 LEVEL 2 SLAB TOP REINFORCEMENT PLAN
HORIZONTAL BACKFILL Ko = 0.5 14517-S19 LEVEL 2 SLAB DETAILS SHEET 1
SLOPE BACKFILL Ko = 0.75 14517-S20 LEVEL 2 SLAB DETAILS SHEET 2
5 14517-S21 LEVEL 2 SLAB DETAILS SHEET 3
SOIL DENSITY 18 kN/m 14517-S22 LEVEL 2 SLAB DETAILS SHEET 4
INCLUDE HORIZONTAL FORCES FROM LIVE LOAD SURCHARGE x Ka. 14517-S23 WINDOW STRUCTURAL DETAILS
4. EARTHQUAKE DESIGN CATEGORY (AS1170.4 TABLE 2.1): 2; PROBABILITY FACTOR (kp):1; HAZARD FACTOR (z) TELECOMMUNICATIONS ENERGY SERVICE PROVIDERS 14517-S24 ROOF SLAB PLAN AND DETAILS
0.08; SOIL SUBCLASS: De. SERVICE PROVIDERS AGL > Zz, 14517-S25 ROOF SLAB TOP AND BTM REINFORCEMENT PLANS
5. THE STRUCTURES HAVE BEEN DESIGNED FOR THE FOLLOWING WIND LOADS: ; 7 _ (O E> a 14517-S26 SERVICE AREA ROOF PLANS AND DETAILS
es a verso x
Vsite = 72 METERS/SEC ULTIMATE DESIGN GUST WIND SPEED (AS1170.2); AVERAGE RECURRANCE ~Oprus Telstra EEEE=H origin energe
INTERVAL: 500 YEARS; REGION B NON-CYCLONIC; TERRAIN CATEGORY 2; HILL MULTIPLIER INCL.
NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM
6. NON-CYCLONIC AREAS - NO ALLOWANCE FOR IMPACT. INTERNAL PRESSURE COEFFICIENT BASED ON PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED SERVICE LOCATIONS
EFFECTIVELY SEALED BUILDING. PRIOR TO START OF CONSTRUCTION. PHONE DBYD CECE LOCATIONS ON HOSCORDETANS TO
7. ALL WINDOWS, DOORS, ROLLER DOORS ETC SHALL BE DESIGNED AND CERTIFIED BY SUPPLIER FOR THE SERVICE LOCATIONS ON 1400 FOR DETAILS — Itis the responsibility of the Foreman to
ABOVE WIND CRITERIA IN ACCORDANCE WITH AS/NZS 1170.2 contact the relevant service authorities
to ascertain the exact location of
services prior to construction.
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Ti Scale [Sheet Size]
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copyright nra UNIVERSAL PROPERTY A VENESS S. PRYSTUPA PROPOSED NEW RESIDENCE AT GENERAL NOTES SHEET 1 AS SHOWN) A1
agreement between Tod esignes erifiec
Consulting pty W(t) and tes = COMPANY H. GRAY s.prystupa _|71 SEAVIEW TCE, SUNSHINE BEACH Drawing Number
client. This drawing shall only hitecs |
used for this specific project. planners ESTABLISHMENT engineers & project managers Approved RPEQ No RDP RPI97117 14517-N1
“This drawing shat Ss Noosa: 07 8449 9600 S. PRYSTUPA 1137 LOCAL AUTHORITY NOOSA
for on u seen eS box, Noomavle, GLO S66 Signed Date MCU APPROVAL 14/0084 HORIZDATUM ——_MOADERIVED OCDE ee ee Sheet Revision]
‘issued for construction’ in the [A  |27.1.16| OPERATIONAL WORKS APPROVAL, AY. [email protected] . www.todconsuting.com DECEMBER 2015 | ROL APPROVAL VERT DATUM AHD —AHD-PM103003 blll sli) 1 of 3 A
revision description. Rev] Date [Re n Description Drawn ‘ABN 39 128 805 396 OPW APPROVAL RL 41.410 MEASUREMENT BAR - INCREMENTS IN mm