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191001_05.2_Civil Drwgs
Attached to the e-mail Operational Works Application OPW21/0189 - DA Form 1 Application Driveway crossovers & Stormwater Discharge connection 13-15 Hilton Esplanade Tewantin.
13 - 15 HILTON ESPLANADE, TEWANTIN
TAYLOR RESIDENCE
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Personal Protective
Manual of Uniform Traffic Control Devices Equipment
LOCALITY PLAN DIAL BEFORE
NOT TO SCALE YOU DIG HEAD
EYES
www.1100.com.au EARS
IT IS THE RESPONSIBILITY OF THE FOREMAN TO CONTACT BODY
THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN THE NOTE: ALL SIGNS & LINE MARKING TO BE IN HANDS
EXACT LOCATION OF SERVICES PRIOR TO CONSTRUCTION.
SERVICES SHOWN ON THESE DRAWINGS ARE APPROX ONLY
ACCORDANCE WITH THE MANUAL OF
UNIFORM TRAFFIC CONTROL DEVICES. FEET
DRG NO REVISION DRAWING TITLE
19630-C000 C COVER SHEET & DRAWING INDEX
19630-C001 C PROJECT NOTES
19630-C100 C GENERAL ARRANGEMENT PLAN
19630-C101 C SECTIONS AND DETAILS
TELECOMMUNICATIONS ENERGY SERVICE PROVIDERS
elstra SERVICE PROVIDERS AGL
AUSTRALIA ERGON.
' yes' Telstra visionstream ENERGY
energex
WARNING: OPTIC FIBRE OPTUS origin
EXTREME CARE TO BE TAKEN WHILE EXCAVATING IN THE NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM
J:\2019\19630bd2_New_Residence_13_and_15_Hilton_Esp_Noosa\4.CADD\#ACAD\19630_CIVIL.dwg
VICINITY OF OPTIC FIBRE CABLES. LOCATIONS ARE TO PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED
PRIOR TO START OF CONSTRUCTION. PHONE DBYD PRIOR TO START OF CONSTRUCTION. PHONE DBYD
BE CONFIRMED PRIOR TO START OF CONSTRUCTION. SERVICE LOCATIONS ON 1100 FOR DETAILS.
SERVICE LOCATIONS ON 1100 FOR DETAILS.
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
JC JF
This drawing is subject to
copyright in accordance with P & R TAYLOR TAYLOR RESIDENCE COVER SHEET & DRAWING INDEX AS SHOWN A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's JF DR 13-15 HILTON ESPLANADE, TEWANTIN Drawing Number
client. This drawing shall only
be used for this specific project.
C 27.08.20 ISSUED FOR APPROVAL DR
Approved RPEQ No RP DESCRIPTION 19630-C000
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D. REYNOLDS 9072 LOCAL AUTHORITY NOOSA COUNCIL
B 14.07.20 ISSUED FOR APPROVAL DR MCU APPROVAL HORIZ DATUM 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 02.03.20 ISSUED FOR APPROVAL JC [email protected] www.todconsulting.com ROL APPROVAL VERT DATUM
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 27.08.20 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm 1 of 4 C
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Page 2
GENERAL CIVIL NOTES EARTHWORKS / EXCAVATION ENGINEERING INSPECTION SCHEDULE (HOLD POINTS)
1. DO NOT SCALE DRAWINGS. GENERAL: ES1. ARRANGE FOR FORM 16 CERTIFICATION OF WORKS DURING CONSTRUCTION BY AN
2. ALL DISCREPANCIES SHALL BE REFERRED TO THE SUPERINTENDENT FOR CLARIFICATION 1. ALL EXISTING UNDERGROUND SERVICES TO BE LOCATED AND MARKED PRIOR TO EXPERIENCED RPEQ ENGINEER.
BEFORE PROCEEDING. COMMENCEMENT OF EXCAVATION. ES2. GIVE AT LEAST 48 HOURS NOTICE OF NECESSARY ENGINEERING SITE INSPECTIONS. THE
3. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT IN WRITING OF ALL VARIATIONS 2. ALL EARTHWORKS ACTIVITIES INCLUDING STRIPPING, EXCAVATION, FILLING, COMPACTION FOLLOWING INSPECTIONS / HOLD-POINTS ARE RECOMMENDED AS A MINIMUM:
ARISING FROM THE CLARIFICATION OF THE DISCREPANCY. AND TESTING, IS TO BE UNDERTAKEN IN ACCORDANCE WITH MRTS04, THE DRAWINGS, - FOUNDATION MATERIAL BEFORE PLACING BLINDING CONCRETE/DAMP PROOF
4. THE CONTRACTOR SHALL SUBMIT DETAILS OF ANY ADDITIONAL COST ARISING FROM A SPECIFICATIONS, CURRENT RELEVANT AUSTRALIAN STANDARDS, OTHER STATUTORY MEMBRANES/FIXING REINFORCEMENT (HOLD POINT)
VARIATION TO THE SUPERINTENDENT FOR APPROVAL, BEFORE PROCEEDING WITH THE REQUIREMENTS AND TO THE SATISFACTION OF THE LOCAL AUTHORITY AND THE ENGINEER.
- PROVISION OF PILE CERTIFICATION FROM CONTRACTOR (HOLD POINT)
WORKS. 3. EARTHWORKS SHOULD AVOID THE EROSION OR SILTATION OF ADJOINING LANDS, STREAMS
OR WATERCOURSES. - ALL REINFORCING TO PILES, FOOTINGS, SLABS, COLUMNS, BEAMS, AND MASONRY WALLS,
5. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE DRAWINGS,
SPECIFICATIONS, CURRENT RELEVANT AUSTRALIAN STANDARDS, OTHER STATUTORY 4. ALL EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND FULLY OPERATIONAL PRIOR PRIOR TO POURING CONCRETE
REQUIREMENTS AND TO THE SATISFACTION OF THE LOCAL AUTHORITY AND THE TO COMMENCEMENT OF EARTHWORKS. - STRUCTURAL STEEL AND FRAMING AND CONNECTIONS
SUPERINTENDENT. 5. EARTHWORKS SHOULD BE STAGED TO MINIMISE THE EXTENT AND DURATION OF SOIL
6. NO WORK IS TO COMMENCE ON SITE UNTIL THE APPROVAL OF THE COUNCIL HAS BEEN EXPOSURE. EXISTING SERVICES:
RECEIVED IN WRITING AND AN OFFICIAL PRE-START MEETING WITH A REPRESENTATIVE OF REINFORCED CONCRETE
COUNCIL AND THE ENGINEER HAVE BEEN HELD. THE CONTRACTOR IS TO OBTAIN A COPY OF ES1. LOCATE SERVICES BEFORE STARTING: SERVICE LOCATIONS SHOWN ON DRAWINGS ARE
TOPSOIL: APPROXIMATE ONLY. 1 ALL CONCRETE WORK IS TO BE EXECUTED IN ACCORDANCE WITH THE CURRENT EDITION OF
THE MINUTES OF THE PRE-START MEETING AND SHALL COMPLY WITH THE REQUIREMENTS
§ AS 3600 - SAA CONCRETE STRUCTURES
THEREOF. 6. PRIOR TO ANY EARTHWORKS ACTIVITIES, TREE STUMPS, BUILDING DEBRIS, ORGANIC RICH ES2. POTHOLE AND PROTECT SERVICES: LOCATE SERVICES ADJACENT TO STRUCTURE BY
TOPSOIL AND SEVERELY ROOT AFFECTED AREAS MUST BE REMOVED. POTHOLING BEFORE COMMENCING CONSTRUCTION. PROTECT SERVICES FROM DAMAGE. § AS 1379 - READY-MIXED CONCRETE
7. ALL CONSTRUCTION SHALL COMPLY WITH THE RELEVANT WORK PLACE HEALTH AND
SAFETY LEGISLATION. 7. ORGANIC RICH TOPSOIL MUST NOT BE USED IN FILL. IT SHALL BE STOCKPILED FOR RE-USE 2 THE CONCRETE MIX, IF MIXED ON SITE, SHALL BE APPROVED BY THE ENGINEER BEFORE
8. A MINIMUM OF 24 HOURS NOTICE IS REQUIRED FOR ALL ENGINEERING INSPECTIONS, WHERE IN LANDSCAPING OR DISPOSED OF. TOPSOIL STOCKPILES SHALL NOT EXCEED 2m IN HEIGHT. EARTHWORKS NOTES USE.
POSSIBLE. 1. SOILS CONTAINING ORGANIC MATTER ARE TO BE STRIPPED FROM THE SITE. THIS MATERIAL IS 3 THE CHARACTERISTIC COMPRESSIVE STRENGTH OF THE CONCRETE (F'C) MUST NOT BE
9. THE WORK AREA WILL BE MINIMISED TO FACILITATE CONSTRUCTION WHILST ENABLING STOCKPILE MANAGEMENT: NOT SUITABLE FOR USE AS FILL ON THIS SITE. LESS THAN: 32MPA (FOOTINGS) AND 32MPA (SLABS) AT 28 DAYS
CONTINUAL OPERATIONS OF THE NEIGHBOURING AREA, TO THE SATISFACTION OF THE 8. CONTRACTOR TO ENSURE STOCKPILES ARE NOT LOCATED IN A POSITION WHERE THEY 4 THE TEST RESULTS ARE TO CONFORM WITH THE ACCEPTABILITY REQUIREMENTS OF THE
2. THE WHOLE OF THE EXCAVATED LEVEL, IS TO BE PROOF ROLLED AND ANY UNSUITABLE
PRINCIPAL AND SUPERINTENDENT. COULD BE WASHED INTO A GUTTER, DRAIN OR WATER BODY, SUCH AS: CURRENT EDITION OF AS 3600 (PROJECT ASSESSMENT REQUIRED).
10. WORKING HOURS, COMMUNICATIONS PROTOCOLS, SITE ACCESS, AREA FOR CONTRACTORS ● ON A ROAD PAVEMENT; GROUND, AS DIRECTED BY THE ENGINEER, IS TO BE EXCAVATED AND REMOVED FROM SITE.
5 THE MAXIMUM SIZE OF AGGREGATE SHALL BE 20MM.
FACILITIES/STORAGE AND SITE SECURITY TO BE AGREED WITH THE PRINCIPAL AND ● WITHIN AN OVERLAND FLOW PATH; THIS MATERIAL IS TO BE REPLACED WITH IMPORTED APPROVED FILL.
● ADJACENT TO STREAM BANKS. 6 THE CONCRETE SHALL SLUMP TEST AT 100MM UNLESS OTHERWISE NOTED
SUPERINTENDENT. 3. IMPORTED APPROVED FILL TO HAVE A MIN. CBR SPECIFICATION OF 15%; MAX. STONE SIZE OF
7 ALL CONCRETE TO BE VIBRATED.
11. THE FOLLOWING HOLD POINT INSPECTIONS WILL BE REQUIRED; 9. LONG TERM STOCKPILES SHALL BE COVERED WITH MULCH OR TEMPORARY VEGETATION 100MM; MAX. PLASTICITY INDEX OF 20% AND MAX. LINEAR SHRINKAGE OF 10%. THIS FILL IS TO
● CONSTRUCTION PRE-START MEETING (GRASS). 8 NO HOLES OR CHASES OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWING SHALL
BE PLACED IN MAX. 200MM LAYERS AND COMPACTED TO: BE MADE IN CONCRETE MEMBERS WITHOUT THE PRIOR APPROVAL OF THE ENGINEER.
● SET OUT 10. ENSURE APPROPRIATE DUST CONTROL MEASURES EXIST FOR ALL STOCKPILES. ENSURE AN
● DEMOLITION APPROPRIATE SEDIMENT CONTROL SYSTEM IS LOCATED DOWN-SLOPE OF ALL STOCKPILES.
- COHESIONLESS SOILS - DENSITY INDEX NOT LESS THAN 70% (AS 1289 TEST 5.6.1) 9 PLASTIC CHAIRS OR CONCRETE BLOCKS TO BE USED TO SUPPORT REINFORCEMENT AND
● FINAL INSPECTION - SOILS CONTAINING CLAY OR SILT FINES - DENSITY RATIO NOT LESS THAN 98% STANDARD GIVE THE CORRECT CONCRETE COVER.
12. THE CONTRACTOR SHALL PROVIDE ALL MANAGEMENT PLANS, INCLUDING TRAFFIC ( AS 1289 TEST 5.1.1 ) 10 UNLESS OTHERWISE NOTED ON THE DRAWING THE CONCRETE COVER TO THE OUTSIDE
MANAGEMENT PLAN, ENVIRONMENTAL MANAGEMENT PLAN AND WORK PLACE HEALTH AND SITE REHABILITATION:
4. THE CONTRACTOR IS TO BE RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES BEFORE FACE OF ANY REINFORCEMENT IS TO BE AS FOLLOWS:
SAFETY PLAN FOR REVIEW AND APPROVAL OF PRINCIPAL AND SUPERINTENDENT, PRIOR TO 11. ENSURE THE SOIL SURFACE IS SCARIFIED PRIOR TO THE PLACEMENT OF TOPSOIL TO BREAK
UP ANY EXCESSIVE COMPACTION, AND ENABLE THE APPROPRIATE KEYING OF THE SOIL COMMENCEMENT OF WORK ON SITE. · EXTERNAL SLABS - 50MM TOP AND SIDES
CONSTRUCTION.
LAYERS. · FOOTINGS - 75MM
13. FOLLOWING COMPLETION OF THE WORKS THE CONTRACTOR SHALL CLEAN UP THE SITE
AND DEMOBILISE TO THE SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT. 12. SCARIFY LIGHTLY COMPACTED SOILS TO A MINIMUM DEPTH OF 100mm AND HEAVILY PILING 11 CONSTRUCTION JOINTS WHERE NOT SHOWN SHALL BE LOCATED BY THE ENGINEER.
COMPACTED SUBSOILS TO A MINIMUM DEPTH OF 300mm. 12 THE FACE OF ALL CONCRETE AGAINST WHICH NEW CONCRETE IS TO BE POURED SHALL BE
1. PILES ARE TO BE DESIGNED AND INSTALLED BY THE CONTRACTOR USING THE PARAMETERS
13. TURF MUST NOT BE PLACED ON EXCESSIVELY COMPACTED SOILS. THOROUGHLY SCABBLED.
SURVEY OUTLINED IN THE GEOTECH/SOILS REPORT AS A GUIDE - THE CONTRACTOR IS TO ALLOW FOR
14 ALL SITE REHABILITATION MEASURES SHOULD BE MONITORED, PARTICULARLY AFTER 13 ALL CONCRETE SURFACES ARE TO BE CURED BY AN APPROVED METHOD FOR SEVEN (7)
1. THIS DESIGN IS BASED ON SURVEY PROVIDED BY MURRAY AND ASSOCIATES. ANY OTHER ADDITIONAL GEOTECHNICAL TESTING REQUIRED BY THEIR PILE INSTALLER.
RAINFALL. DAYS IMMEDIATELY CONCRETE IS HARD.
2. ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM (AHD). 2. THE CONTRACTOR SHALL PROVIDE CERTIFICATION BY AN RPEQ THAT ALL PILES HAVE BEEN 14 FOR SLABS ON GROUND, ALL TOPSOIL AND UPPER STRATA CONTAINING ORGANIC MATTER
3. THE CONTRACTOR SHALL CONFIRM EXISTING LEVELS, FEATURES AND UTILITIES PRIOR TO DESIGNED AND INSTALLED IN ACCORDANCE WITH THE RELEVANT STANDARDS, THIS IS TO BE REMOVED AND REPLACED BY AN APPROVED CONSOLIDATED FILLING MATERIAL
CONSTRUCTION. EROSION & SEDIMENT CONTROL
SPECIFICATION, AND ANY PROVIDED LOADS. COMPACTED TO 95% M.M.D.D. IN ACCORDANCE WITH AS 3798 TABLE 5.1
4. ALL ELEMENTS OF PROPOSED WORK TO BE SETOUT AND CHECKED BY THE CONTRACTOR'S OBJECTIVES:
3. PILES MUST FOUND AT DEPTHS TO ACHIEVE THE SPECIFIED SAFE WORKING LOAD, AS PER
LICENSED SURVEYOR AND ANY DISCREPANCIES ARE TO BE REPORTED TO THE 1. THESE DRAWINGS ARE PROVIDED FOR GUIDANCE ONLY. THE CONTRACTOR SHALL ASSESS
WHAT MEASURES ARE REQUIRED TO SUIT THE PROPOSED CONSTRUCTION METHODOLOGY PILE INSTALLER'S DESIGN. REINFORCEMENT
SUPERINTENDENT.
AND STAGING. 4. SCREW PILES SHALL PROVIDED WITH CORROSION PROTECTION FOR EXPOSURE R1. BAR SCHEDULE -
2. THE CONTRACTOR SHALL COMPLY WITH ALL STATUTORY REGULATIONS DURING THE CLASSIFICATION = MODERATE. SCREW PILES SHALL BE FILLED WITH 25MPA CONCRETE - N - TYPE 500N HOT ROLLED HIGH YIELD BARS TO AS 4671.
EXISTING SERVICES
CONSTRUCTION PHASE AND MAINTENANCE PERIOD. - R - TYPE 250R HOT ROLLED PLAIN BARS TO AS 4671.
1. THE LOCATION OF ALL IN-GROUND AND OVERHEAD SERVICES HAS BEEN DETERMINED FROM GROUT.
FIELD SURVEY, DIAL BEFORE YOU DIG ENQUIRIES AND INFORMATION PROVIDED BY THE 3. EROSION AND SEDIMENTATION CONTROL MAY BE AIDED BY MINIMISING THE AREA OF - S - TYPE 250S HOT ROLLED DEFORMED BARS TO AS 4671.
5. THE PILING CONTRACTOR IS TO ASSESS THE LIKELIHOOD OF VIBRATION DAMAGE, OR OTHER
SERVICE PROVIDERS / AUTHORITIES. DISTURBANCE.
DEGRADATION OF ADJACENT STRUCTURES, SERVICES ETC. DUE TO PILING OPERATIONS. ANY - SL - SQUARE RIB MESH TO AS 4671.
2. THE SERVICES ARE SHOWN ON THESE DRAWINGS FOR INFORMATION ONLY AND NO - RL - RECTANGULAR RIB MESH TO AS 4671.
SUCH DAMAGE INCURRED IS TO BE RECTIFIED AT THE PILING CONTRACTORS EXPENSE.
RESPONSIBILITY IS TAKEN FOR THE ACCURACY OR COMPLETENESS OF THE INFORMATION MANAGEMENT PRINCIPLES:
SUPPLIED. 4. THE MANAGEMENT PRINCIPLES EMPLOYED IN THESE DRAWINGS ARE IN ACCORDANCE WITH
RETAINING WALLS R2. REINFORCEMENT LAP SPLICE LENGTHS (U.N.O ON DRAWINGS)
3. NOT ALL EXISTING SERVICES HAVE NECESSARILY BEEN IDENTIFIED AND SHOWN ON THE THE 'BEST PRACTICE EROSION AND SEDIMENT CONTROL' MANUAL, PUBLISHED BY THE
DRAWINGS. INTERNATIONAL EROSION CONTROL ASSOCIATION (IECA). THE BASIC PRINCIPLES ARE TO: 1. NO ADDITIONAL LOADS SHOULD BE APPLIED TO THE RETAINING WALLS. - N12 BAR AND TRENCH MESH = 450MM
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING SERVICES ON THE SITE ● MINIMISE THE AREA OF DISTURBANCE; - N16 BAR = 700MM
2. THE FOUNDATION MATERIAL ADJACENT THE BASE OF THE FOOTINGS MUST NOT BE
PRIOR TO COMMENCING WORKS. ● CONTROL DRAINAGE PATHS UPSTREAM OF SITE AND AT OUTLETS FROM SITE;
EXCAVATED IN THE FUTURE, AND ANY EROSION MUST BE REPAIRED/REINSTATED - REINFORCING MESH TO BE LAPPED 225MM MIN.
● MINIMISE EROSION;
5. NO WORK IS TO BE UNDERTAKEN OVER OR WITHIN 3m OF EXISTING SERVICES PRIOR TO ● MINIMISE SEDIMENTATION; IMMEDIATELY.
NOTIFICATION TO THE APPROPRIATE AUTHORITIES. ● PROGRESSIVELY REVEGETATE AND REHABILITATE THE SITE.
3. THE FOOTINGS FOR THE RETAINING WALLS SHALL BE FOUNDED ON NATURAL SUBGRADE - CONCRETE BLOCK MASONRY:
6. EXISTING VALVES, HYDRANTS, PITS, ACCESS CHAMBERS AND OTHER UTILITIES SHALL BE
COMPACTED TO MIN. 95% RDD TO ACHEIVE A MINIMUM ALLOWABLE BEARING CAPACITY OF CB1. CONCRETE MASONRY SHALL BE IN ACCORDANCE WITH: AS3700 MASONRY STRUCTURES +
MODIFIED WHERE NECESSARY TO SUIT FINAL FINISHED SURFACE LEVELS.
CONSTRUCTION PRE-START MEETING: AS 4455 - CONCRETE BUILDING BLOCKS, WITH THE FOLLOWING MODIFICATIONS.
100KPA. THE FOUNDATION MATERIAL IS TO BE CHECKED BY A REGISTERED GEOTECHNICAL
5. THE CONSTRUCTION PRE-START MEETING IS AN OPPORTUNITY FOR ALL PARTIES TO CB2. MATERIALS SHALL BE AS FOLLOWS:
CLEARING, GRUBBING AND DISPOSAL ENGINEER OR APPROVED EQUIVALENT (THE ARCHITECT OR ENGINEER) BEFORE THE POURING
DISCUSS CRITICAL ISSUES, SUCH AS: § BLOCK THICKNESS: REFER DRAWINGS.
1. CLEARING SHOULD NOT OCCUR UNLESS PRECEDED BY THE INSTALLATION OF ALL ● KEY OBJECTIVES OF THE EROSION AND SEDIMENT CONTROL PLAN; OF THE FOUNDATIONS IS COMMENCED.
§ BLOCK TYPE: SHALL BE “H” (SINGLE WEB) BLOCKS - 20.48 FOR LONG LIFE. BLOCK
NECESSARY EROSION AND SEDIMENT CONTROL MEASURES. THE EXCEPTION WOULD BE ● REQUIRED WATER QUALITY OBJECTIVES; 4. PROVIDE ADEQUATE PROTECTION TO ALL ADJACENT IN-GROUND SERVICES
ANY CLEARING NECESSARY TO ALLOW INSTALLATION OF THESE CONTROL MEASURES. ● PERFORMANCE MONITORING AND INSPECTION PROCEDURES; STRENGTH: STRENGTH CLASSIFICATION 12.
5. TANKING - WHERE SPECIFIED ON THE DRAWINGS, THE BACK OF RETAINING WALLS SHALL BE
2. CLEARING SHOULD BE STAGED TO MINIMISE THE EXTENT AND DURATION OF SOIL ● IDENTIFICATION OF THE RESPONSIBLE SITE OFFICERS; § LAYING PATTERN: SHALL BE STRETCHER BOND PATTERN, UNO.
● IDENTIFICATION OF CRITICAL ENVIRONMENTAL CONCERNS; SEALED WITH BITUMEN BASED TANKING TO CONTROL STAINING OF THE CONCRETE WALL
EXPOSURE. § CLEANOUT BLOCKS SHALL BE USED AS THE BASE OF WALLS
● REPORTING PROCEDURES FOR NON-COMPLIANCE ACTIVITIES AND EVENTS. FACE. TANKING TO BE DAVCO “BITKOTE NO. 3” OR EQUAL. A BANDAGE SHALL BE PROVIDED TO
3. ESTABLISH ANY NON-DISTURBANCE OR EXCLUSION AREAS IDENTIFIED. § BLOCKFILL: N32/10, SLUMP 150MM TO 200MM
THE BASE JOINT WITH FOOTING AS PART OF THE WATERPROOFING.
4. WHERE APPROPRIATE, IDENTIFY, ISOLATE AND/OR PROTECT RETAINED VEGETATION. § ALL BLOCKWORK CORES TO BE FILLED, UNO, FOR LONG LIFE
SITE INSPECTION AND MONITORING: 6. THE FINISHED SURFACE SLOPE ABOVE AND BELOW RETAINING WALLS MUST NOT EXCEED THE
5. CLEARING SHALL BE MINIMISED TO ONLY THE TREES AND VEGETATION NECESSARY TO § MORTAR PROPORTIONS = 1 CEMENT : 0.25 HYDRATED LIME : 3 SAND (OR
UNDERTAKE THESE WORKS. 6. CONTRACTOR SHALL NOMINATE A PERSON RESPONSIBLE FOR INSTALLATION, MONITORING SLOPES & LEVELS SHOWN. NO ADDITIONAL BACKFILL CAN BE ADDED ABOVE THE WALL. IN NO
AND MAINTENANCE OF CONTROL MEASURES (E.G. SITE FOREMAN). EQUIVALENT CEMENT - SAND MORTAR WITH PLASTICISER).
6. A SPOTTER-CATCHER SHOULD BE PRESENT DURING ALL CLEARING OPERATIONS. CIRCUMSTANCES SHALL THE FINISHED SLOPE EXCEED 27 DEGREES (1 VERTICAL IN 4
7. ALL EROSION AND SEDIMENT CONTROL MEASURES SHOULD BE INSPECTED: § MORTAR 28 DAY COMPRESSIVE STRENGTH: 11MPA MINIMUM.
7. CLEARING AND GRUBBING INCLUDES REMOVAL OF THE MAIN TREE ROOTS TO A MINIMUM HORIZONTAL)
● AT LEAST DAILY WHEN RAIN IS OCCURRING; § REINFORCEMENT: SHALL BE “N” GRADE D500N HOT ROLLED HIGH YIELD DEFORMED
DEPTH OF 1.0m AND THE REMOVAL OF SURFACE ROOTS AND VEGETABLE MATTER FROM ● AT LEAST WEEKLY (EVEN IF WORK IS NOT OCCURRING ON-SITE); 7. DO NOT USE LARGE COMPACTION EQUIPMENT CLOSE TO THE BACK OF RETAINING WALLS.
THE TOP 0.3m BELOW THE NATURAL SURFACE LEVEL. BARS TO AS 4671 UNO.
● WITHIN 24 HOURS PRIOR TO EXPECTED RAINFALL; BACKFILL BEHIND RETAINING WALLS SHALL BE COMPACTED IN 100MM LAYERS USING LIGHT
8. DISPOSAL OF ALL CLEARED VEGETATION AND RUBBISH SHALL BE IN ACCORDANCE WITH ● WITHIN 18 HOURS OF A RAINFALL EVENT. § REINFORCEMENT COVER: 50MM MINIMUM FROM OUTSIDE OF BLOCK, UNO.
TAMPING OR HANDHELD 'WACKER PACKER' EQUIPMENT. PROTECT GEOTEXTILE FABRIC OF
THE REQUIREMENTS OF THE LOCAL AUTHORITY. 8. CONTRACTOR TO CHECK AFTER RAINFALL FOR PERFORMANCE INDICATORS SUCH AS CB3. CONTRACTOR TO ENSURE THE FOLLOWING:
PANEL DRAINAGE AT ALL TIMES.
9. CLEARED VEGETATION CAN BE PROCESSED THROUGH WOOD CHIPPING AND THE MULCH EVIDENCE OF EXCESSIVE FLOW CONCENTRATIONS, EROSION PATHS DEVELOPING, SILT AND § TOP OF FOOTING SHALL BE SCABBLED.
PRODUCED PLACED IN INTERIM STOCKPILES FOR LATER USE IN EROSION AND SEDIMENT SEDIMENT ACCUMULATION.
§ JOINT MORTAR SHALL BE TRIMMED FLUSH WITH THE INSIDE FACE OF THE CAVITY.
CONTROL OR LANDSCAPING PURPOSES. 9. CONTRACTOR TO CHECK DURING RAIN THAT FLOWS ARE NOT BYPASSING CONTROL
§ VERTICAL BARS SHOULD BE TIED TO THE STARTERS THROUGH THE CLEANOUTS.
J:\2019\19630bd2_New_Residence_13_and_15_Hilton_Esp_Noosa\4.CADD\#ACAD\19630_CIVIL.dwg
MEASURES.
§ CLEAN OUTS SHALL BE FORMED WITH TIMBER FORMS. AVOID BESSER BISCUITS,
10. WHEN A SITE INSPECTION DETECTS A NOTABLE FAILURE IN THE ADOPTED MEASURES, THE
SOURCE OF THIS FAILURE MUST BE INVESTIGATED AND THE APPROPRIATE AMENDMENTS FOR SAFETY REASONS.
MADE TO THE SITE CONTROLS. UNLESS NOTED OTHERWISE REINFORCING SHALL BE:-
11. THE CONTRACTOR SHALL MAINTAIN A WRITTEN RECORD OF DATES OF ALL INSPECTIONS 190MM WALL - 20.48 BLOCKS
INCLUDING ANY CORRECTIVE ACTIONS TAKEN.
§ -N16 AT 400 VERTICAL - 600 LAPS
-N12 AT 400 HORIZONTAL - 600 LAPS (INCLUDING ' L ' BARS AT CORNERS UNLESS NOTED
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
JC JF
This drawing is subject to
copyright in accordance with P & R TAYLOR TAYLOR RESIDENCE PROJECT NOTES AS SHOWN A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's JF DR 13-15 HILTON ESPLANADE, TEWANTIN Drawing Number
client. This drawing shall only
be used for this specific project.
C 27.08.20 ISSUED FOR APPROVAL DR
Approved RPEQ No RP DESCRIPTION 19630-C001
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D. REYNOLDS 9072 LOCAL AUTHORITY NOOSA COUNCIL
B 14.07.20 ISSUED FOR APPROVAL DR MCU APPROVAL HORIZ DATUM 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 02.03.20 ISSUED FOR APPROVAL JC [email protected] www.todconsulting.com ROL APPROVAL VERT DATUM
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 27.08.20 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm 2 of 4 C
Page 3
EXISTING DRIVEWAY
REMOVED AND REPLACED
WITH KERB AND CHANNEL
1 2 3 4 5
NO FILL
LEGEND
INSTALL 600 X 600 STORMWATER
B.E.L BULK EARTHWORKS LEVEL PIT. CONNECT TO EXISTING
ACCESS PIT WITH Ø150 PIPE.
PROPOSED BLOCKWORK RETAINING WALL - REFER C101. PROPOSED ROOF WATER
TO CONNECT TO NEW PIT
PROPOSED TIMBER FENCE (SL 2.00 : IL 0.45)
EXISTING PROPERTY BOUNDARIES POOL NO FILL
PROPOSED ROOF WATER DRAINAGE 2.500
FILL DEPTH
VARIES
PROPOSED STORMWATER DRAINAGE (0 - 1.000m)
1.900
B.E.L 1.900m
PROPOSED 300 x 300 DRAINAGE PIT A (NOMINAL FILL
INSTALL 600 X 600 DEPTH 0.900m)
STORMWATER PIT
FALL DIRECTION
WITH Ø100 PIPE
1.900 SPOT LEVEL
BULK EARTHWORKS 1.900
FILL (DEPTH VARIES) IN YARD AREAS NO FILL
FILL TO RL 1.875 UNDER BOAT SHED
FILL TO RL 2.475 UNDER BUILDING PAD C
EXISTING POINCIANA TREE
TO BE RETAINED C101 E
FILL TO RL 1.900 AROUND POOL UNDER DECKS C101
FILL TO DRIVEWAY SURROUNDS B.E.L 2.475m
(NOMINAL FILL
NEW DRIVEWAY GENERALLY IN DEPTH 1.475m)
ACCORDANCE WITH IPWEAQ 2.100
STANDARD DRAWING RS-050. D
REFER C101 FOR LONG SECTION. C101
A
TO STREET
DRIVEWAY
C101 (TO GARAGE)
REMOVE EXISTING YARD DRAINAGE
B
NO FILL
AIN
TO REM
AINAGE
EXISTING PALM TREES 1.000
TO BE RETAINED
2.500 2.500 2.000
YARD DR
2.100
EXISTING
F.S.L TO MATCH DRIVEWAY C
C101 2.250
RECENT GRATED INVERT PIT
2.150
BUILT BY COUNCIL 2020
1.300
C D
C101
NEW DRIVEWAY GENERALLY IN DRIVEWAY
B.E.L 1.875m FILL DEPTH
ACCORDANCE WITH IPWEAQ B (TO BOAT SHED)
(NOMINAL FILL VARIES
STANDARD DRAWING RS-050. C101 DEPTH 0.875m) (0 - 1.500m)
REFER C101 FOR LONG SECTION.
2.250
D
1.350
STORMWATER DRAINAGE PIT (IL 0.80)
PROPOSED STORMWATER
DRAINAGE TO CONNECT TO
EXISTING GULLY PIT (IL 0.48)
Ø150 PVC Ø150 PVC Ø150 PVC
J:\2019\19630bd2_New_Residence_13_and_15_Hilton_Esp_Noosa\4.CADD\#ACAD\19630_CIVIL.dwg
NO FILL TIMBER FENCE TOE OF BATTER
(2.1m HIGH)
GENERAL ARRANGEMENT PLAN
SCALE 1:100 AT A1 0 1 2 3 4 5m
1:100 (A1) 1:200 (A3)
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
JC JF
This drawing is subject to
copyright in accordance with P & R TAYLOR TAYLOR RESIDENCE GENERAL ARRANGEMENT PLAN AS SHOWN A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's JF DR 13-15 HILTON ESPLANADE, TEWANTIN Drawing Number
client. This drawing shall only
be used for this specific project.
C 27.08.20 ISSUED FOR APPROVAL DR
Approved RPEQ No RP DESCRIPTION 19630-C100
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D. REYNOLDS 9072 LOCAL AUTHORITY NOOSA COUNCIL
B 14.07.20 ISSUED FOR APPROVAL DR MCU APPROVAL HORIZ DATUM 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 02.03.20 ISSUED FOR APPROVAL JC [email protected] www.todconsulting.com ROL APPROVAL VERT DATUM
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 27.08.20 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm 3 of 4 C
Page 4
RP BOUNDARY
TRACK IL 1.330
GARAGE
RP BOUNDARY
2.800 HOUSE
TRACK IL 1.370
3%
2.200 BOAT SHED
25% 20%
EXISTING
EXISTING CONCRETE
INVERT 16%
CONCRETE 7%
20% EXISTING ROAD (0.860) 12.5%
INVERT 7%
EXISTING ROAD (0.850) 12.5%
RL 2.050
RL 2.200
RL 0.860
RL 1.048
RL 1.153
RL 1.330
RL 1.330
RL 2.560
RL 0.850
RL 2.350
RL 2.600
RL 2.800
RL 1.038
RL 1.143
RL 1.370
RL 1.370
1.500
1.500 GARAGE 1.500 1.500 1.060 3.640 ROLLOVER
1.500 1.500 1.120 3.920 ROLLOVER 6.340
9.380
0.180 GATE TRACK
16.060
SECTION B: PROPOSED DRIVEWAY PROFILE (BOAT SHED)
SECTION A: PROPOSED DRIVEWAY PROFILE (GARAGE) SCALE 1:50 AT A1
SCALE 1:50 AT A1
1.500 5.000 DRIVEWAY 1.500
MAX MAX
DRIVEWAY LEVEL AT NEW FENCE LOCATION
RL 1.370 MAX
1:4 1:4
EXISTING VERGE LEVEL (NOM RL 1.000)
N12 VERTICAL BARS AT 400 CRS N12 VERTICAL BARS AT 400 CRS
SECTION C: PROPOSED DRIVEWAY SURROUNDS FILLING
SCALE 1:50 AT A1
N12 HORIZONTAL BARS AT 400 CRS N12 HORIZONTAL BARS AT 400 CRS
N16 VERTICAL BARS AT 400 CRS
N16 VERTICAL BARS AT 400 CRS
1600
RL VARIES
2000
STOP TOP MESH
25 DEEP SAW CUT JOINT TO EACH SIDE OF JOINT
Y
EWA COMPACTED FILL BE CREATED WITHIN 8 HOURS
DRIV ILE
F
PRO OF POUR. SEAL JOINT WITH
COLOUR MATCHED
APPROVED SEALANT. SL82 MESH TOP
1.000 MAX
45° LINE EDGE OF HEAVY
RL 1.370 AT GARAGE ROLLER COMPACTION
RL 1.330 AT BOAT HOUSE
330 (BOAT SHED)
370 (GARAGE)
5 N12 HORIZONTAL BARS POLYTHENE MEMBRANE ADDITIONAL LOWER LAYER OF
400
TOP AND BOTTOM OVER SAND BEDDING SL82 MESH, 800 WIDE. CUT
45° EVERY ALTERNATE WIRE AT
EXISTING EXISTING JOINT LOCATION. MARK
GROUND GROUND LOCATION ON FORMWORK.
LEVEL LEVEL
RL 1.000
200 800 200 CLEAN-OUT BLOCK CONTROL JOINT CJ1
(NO BISCUIT) 1:? UNREDUCED AT A3
400
CL CL 1:? UNREDUCED AT A1
1200
J:\2019\19630bd2_New_Residence_13_and_15_Hilton_Esp_Noosa\4.CADD\#ACAD\19630_CIVIL.dwg
1200
N12 BARS AT 400 CRS. PROVIDE
EXTRA EACH SIDE OF PILES AT
2 x Ø150 HARDWOOD PILES AT 3500 CRS MAX - POINCIANA TREE ONLY.
DESIGNED, INSTALLED AND CERTIFIED BY PILING
CONTRACTOR FOR SAFE WORKING LOAD (7 TONNES)
SECTION D: RETAINING WALL AT DRIVEWAY GATE SECTION E: TYPICAL RETAINING WALL DETAIL
SCALE 1:10 AT A1 SCALE 1:10 AT A1
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
JC JF
This drawing is subject to
copyright in accordance with P & R TAYLOR TAYLOR RESIDENCE SECTIONS AND DETAILS AS SHOWN A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's JF DR 13-15 HILTON ESPLANADE, TEWANTIN Drawing Number
client. This drawing shall only
be used for this specific project.
C 27.08.20 ISSUED FOR APPROVAL DR
Approved RPEQ No RP DESCRIPTION 19630-C101
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D. REYNOLDS 9072 LOCAL AUTHORITY NOOSA COUNCIL
B 14.07.20 ISSUED FOR APPROVAL DR MCU APPROVAL HORIZ DATUM 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 02.03.20 ISSUED FOR APPROVAL JC [email protected] www.todconsulting.com ROL APPROVAL VERT DATUM
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 27.08.20 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm 4 of 4 C