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221633 Civil_Combined
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NOOSA CHRISTIAN COLLEGE
20 COOROY BELLI CREEK ROAD, COOROY QLD 4563
DRAWING REGISTER
DRAWING No. DRAWING TITLE
C001 COVER SHEET
C002 CONSTRUCTION NOTES
C101 DEMOLITION PLAN
C201 EROSION & SEDIMENT CONTROL PLAN
C301 BULK EARTHWORKS PLAN
C331 BULK EARTHWORKS SECTIONS
C401 STORMWATER & SITE GRADING PLAN
FILENAME: \\AD.EDGECE.COM\JOBS\220000\221633-NOOSA CHRISTIAN COLLEGE LRC ADMIN REFURB\EDWG\CIVIL\221633 C001 COVER SHEET.DWG
LOCATION OF WORKS
LOCALITY PLAN
NTS
NORTH
PLOT DATE: 30.01.2023
WARNING
Project Name Drawing Title
THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL EXISTING RPEQ NAME: ERIN HOGAN Brisbane . Australia
SERVICES ON AND EXTERIOR TO THE SITE INCLUDING WATER MAINS,
1st Floor, 28 Balaclava Street.
Woolloongabba,
NOOSA CHRISTIAN COLLEGE COVER SHEET
Queensland, 4102,
SEWER MAINS, GAS MAINS, TELECOMMUNICATIONS CABLES, ELECTRICAL RPEQ No: 21411 Australia
20 COOROY BELLI CREEK ROAD
CABLES, AND STORMWATER PIPES. ANY DAMAGE TO EXISTING SERVICES COOROY QLD 4563
T: +61 7 3392 3671
SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. DATE: 30.01.23 www.edgece.com E: [email protected] Client Project No.
PAYNTERS 221633 FOR APPROVAL
The concepts + information contained in this document are the copyright of EDGE Consulting Engineers.
SIGN: P1 30.01.23 FOR APPROVAL ST KO
Use or copying of this document in whole or in part without the written permission of EDGE Consulting Engineers
constitutes an infringement of copyright.
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Full text of sections 2 to 5 (of 8)
Section 2
GENERAL NOTES APPLICATION
1. GENERALLY, GYPSUM IS MIXED INTO SLURRY WITH WATER AND THEN SPRAYED OVER THE PONDED
STORMWATER
1. ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM WATER. ALTERNATE FLOCCULENTS SHOULD BE APPLIED PER MANUFACTURER GUIDELINES. IT IS 1. ALL PIPES LESS THAN OR EQUAL TO 225Ø ARE TO BE SOLVENT WELD-JOINTED SEWER GRADE uPVC CLASS
2. ALL SERVICE AUTHORITIES SHALL BE NOTIFIED IN WRITING SEVEN DAYS PRIOR TO COMMENCEMENT OF ESSENTIAL THAT THE FLOCCULATING AGENT IS SPREAD EVENLY OVER THE ENTIRE SURFACE FOR PROPER SH, OR (MIN) CLASS 2 RUBBER-RING JOINTED RCP (UNO).
WORKS. TREATMENT OF WATER UNLESS LOCAL EXPERIENCE OR OTHER CRITERIA SUGGEST DIFFERENTLY. 2. WHERE uPVC STORMWATER LINES PASS UNDER FLOOR SLABS SEWER GRADE RUBBER RING JOINTS ARE
3. TBM'S TO BE RE-ESTABLISHED BY THE LICENSED SURVEYOR IF FOUND TO BE MISSING AT THE 2. STANDARD BASIN FLOCCULATION RATES FOR GYPSUM GENERALLY VARY BETWEEN 32 KILOGRAMS PER TO BE USED.
COMMENCEMENT OF CONSTRUCTION THE CONTRACTOR WILL BE RESPONSIBLE FOR CARE AND 100 CUBIC METRES TO 70 KILOGRAMS PER 100 CUBIC METRES IN AREAS WHERE REPEATED HIGH 3. PIPES GREATER THAN OR EQUAL TO 300Ø ARE TO BE (MIN) CLASS 2 RUBBER-RING JOINTED RCP (UNO).
MAINTENANCE OF TBM'S THEREAFTER. INTENSITY STORMS ARE LIKELY. THE APPLICATION RATE MUST BE CALIBRATED. 4. FRC PIPES EQUIVALENT TO THE STEEL REINFORCED CONCRETE PIPE CLASS SPECIFIED ON THE DRAWINGS
4. ALL EXISTING SURFACE LEVELS SHOWN ON THE ENGINEERING DRAWINGS HAVE BEEN RECREATED FROM 3. SETTLEMENT TIME - NORMALLY, SUFFICIENT SEDIMENT WILL HAVE FLOCCULATED AND SETTLES WITHIN MAY BE USED - OBTAIN SUPERINTENDENTS APPROVAL.
2D SURVEY AND LIDAR TERRAIN MODEL THESE LEVELS HAVE BEEN USED AS THE BASIS FOR ALL ABOUT 24 TO 48 HOURS IN THE CASE OF GYPSUM. HOWEVER, RESULTS MAY BE EVIDENT SOONER 5. ALL PIPES ARE TO BE LAID AT (MIN) 1.0% GRADE (UNO)
ENGINEERING DESIGN AND DETERMINATION OF QUANTITIES. CONTRACTOR TO ENSURE WORKS FOLLOW DEPENDING ON THE FLOCCULENT AGENT. 6. THE USE OF PRE-CAST STORMWATER DRAINAGE PITS IS NOT ACCEPTED WITHOUT CONFIRMATION
DESIGN INTENT. CONTRACTOR TO ADVISE SUPERINTENDENT OF MAJOR DISCREPANCIES. BETWEEN EDGE CONSULTING ENGINEERS AND THE CONTRACTOR REGARDING QUALITY CONTROL, AND
5. THE CONTRACTOR IS RESPONSIBLE FOR GAINING APPROVAL OF THE TRAFFIC MANAGEMENT PLAN FROM WATER QUALITY & TESTING CERTIFICATION OF FINISHES.
COUNCIL AT LEAST 7 DAYS PRIOR TO WORKS COMMENCING OR EARLIER IF REQUIRED. THE TRAFFIC 1. A SUSPENDED SOLID CONTENT OF LESS THAN 50 MILLIGRAMS PER LITRE IS REQUIRED. 7. COVERS
MANAGEMENT PLAN AND TRAFFIC CONTROL PLAN INCLUDING ANY ACCESS REQUIREMENTS SHALL BE 2. TURBIDITY (NTU) VALUE LESS THAN OR EQUAL TO 8 NTU PER THE ACID SULFATE SOILS MANAGEMENT A. USE HOT DIPPED GALVANISED COVERS AND GRATES COMPLYING WITH RELEVANT AUSTRALIAN AND
APPROVED BY THE COORDINATING ROAD AUTHORITY APPROPRIATE TO THE PROJECT. PLAN. COUNCIL STANDARDS.
6. THE CONTRACTOR IS REQUIRED TO CONFINE CONSTRUCTION VEHICLES TO THE INTERNAL ROAD RESERVE 3. PH VALUE MUST BE IN THE RANGE 7.0 TO 8.4 PER THE ACID SULFATE SOILS MANAGEMENT PLAN. B. ALL COVERS AND GRATES TO BE POSITIONED IN A FRAME AND MANUFACTURE AS A UNIT
AND CARPARK. ANY DAMAGE CAUSED TO EXISTING KERB & CHANNEL OR FOOTPATHS MUST BE MADE 4. UPON THE FIRST DISCHARGES, OBTAIN SAMPLES AND TEST SAMPLES IN A LABORATORY TO ENSURE THAT C. ALL COVERS AND GRATES TO BE FITTED WITH POSITIVE COVER LIFTING KEYS.
GOOD. THE SUSPENDED SOLID CONTENT, TURBIDITY, AND PH ARE WITHIN ACCEPTABLE LEVELS. REGULAR D. OBTAIN SUPERINTENDENT'S APPROVAL FOR THE USE OF CAST IRON SOLID COVERS AND GRATES.
7. INSTALL ALL VEGETATION PROTECTION, EROSION AND SEDIMENT CONTROL, AND SITE-SPECIFIC MEASURE SAMPLING OF THE DISCHARGED WATER SHOULD BE COMPLETED TO VERIFY COMPLIANCE WITH TSS, CAST IRON SOLID COVERS (IF APPROVED) TO CONSIST OF CROSS-WEBBED, CELLULAR
PRIOR TO COMMENCEMENT OF ANY WORK. TURBIDITY AND PH DISCHARGE REQUIREMENTS. CONSTRUCTION WITH THE RIBS UPPERMOST TO ALLOW INFILLING WITH CONCRETE. INSTALL
8. ANY BUILDINGS, TROUGHS, FENCES AND OTHER STRUCTURES ON SITE ARE TO BE REMOVED AS DIRECTED 5. WATER QUALITY RESULTS ARE TO BE RECORDED WITHIN A WATER QUALITY TESTING REGISTER. POSITIVE COVER LIFTING KEYS AND PLASTIC PLUGS.
BY THE ENGINEER THE COST OF REMOVAL IS TO BE INCLUDED IN THE OVERALL EARTHWORKS FIGURE E. UNLESS DETAILED OR SPECIFIED OTHERWISE COVERS AND GRATES TO BE CLASS "C" IN VEHICULAR
UNLESS A SPECIFIC ITEM FOR REMOVAL IS DENOTED IN THE SCHEDULE WATER DISCHARGE PAVEMENTS AND CLASS "B" ELSEWHERE.
9. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING SERVICES PRIOR TO THE COMMENCEMENT 1. DISCHARGE SHOULD BE ACHIEVED WITH A SYSTEM THAT PERMITS DRAINAGE OF THE BASIN IN LESS THAN 8. ALL PIPE BENDS, JUNCTIONS, ETC. ARE TO BE PROVIDED USING PURPOSE MADE FITTINGS OR
OF WORK ALL EXISTING SERVICES AND STRUCTURES ARE TO BE MAINTAINED IN GOOD ORDER FOR THE 24 HOURS. STORMWATER PITS.
DURATION OF THE CONTRACT ANY COSTS ASSOCIATED WITH REPAIRING DAMAGE TO EXISTING SERVICES 2. THE OUTFLOW MUST NOT CAUSE EROSION OR ADVERSELY AFFECT DOWNSTREAM ENVIRONMENTS. 9. ALL CONNECTIONS TO EXISTING DRAINAGE PITS SHALL BE MADE IN A TRADESMAN-LIKE MANNER AND THE
SHALL BE BORNE BY THE CONTRACTOR 3. A MARKER PEG SHOULD BE INSTALLED IN THE BASIN TO CLEARLY IDENTIFY THE MAXIMUM SEDIMENT INTERNAL WALL OF THE PIT AT PIPE PENETRATIONS SHALL BE CEMENT RENDERED TO ENSURE A SMOOTH
10. THE SITE OF THE PROPOSED WORKS SHALL BE CLEARED OF ALL UNDESIRABLE MATTER THIS SHALL STORAGE LEVEL. FINISH.
INCLUDE DEAD TIMBER, BOULDERS, GRASS, OLD FOUNDATIONS, CONCRETE, REDUNDANT BUILDING 4. SEDIMENT EXTRACTED FROM THE BASIN SHALL BE SUITABLY DISPOSED OF IN SEDIMENT DUMPS, OR 10. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL FITTINGS AND SPECIALS INCLUDING VARIOUS PIPE
MATERIALS, GARBAGE, DEBRIS AND OTHER OBSTRUCTIONS HOLES LEFT BY THE REMOVAL OF MATERIAL MIXED WITH ON-SITE SOILS IN A MANNER THAT WILL NOT RESULT IN UNNECESSARY SOIL EROSION OR ADAPTERS TO ENSURE PROPER CONNECTION BETWEEN DISSIMILAR PIPEWORK.
SHALL BE FILLED WITH APPROVED COMPACTED MATERIAL SEDIMENT RUNOFF FROM THE SITE. OTHERWISE, THE SEDIMENT SHALL BE DRIED AND REMOVED FROM 11. U.N.O. MATERIAL USED FOR BEDDING OF PIPES SHALL BE APPROVED NON-COHESIVE GRANULAR MATERIAL
11. CLEARED MATERIAL AND EARTHWORKS SPOIL SHALL BE REMOVED FROM SITE NO FILL OR STOCKPILING THE SITE. HAVING HIGH PERMEABILITY AND HIGH STABILITY WHEN SATURATED AND FREE OF ORGANIC AND CLAY
OF MATERIAL IS TO BE PLACED ON ANY RESERVE OR COMMON PROPERTY UNLESS OTHERWISE DIRECTED MATERIAL.
BY THE SITE ENGINEER OR SUPERINTENDENT. SEQUENCE OF WORKS 12. WHERE TRENCHES ARE IN ROCK, THE PIPE SHALL BE BEDDED ON A MIN. 50mm CONCRETE BED (OR 75mm
12. TOPSOIL SHALL BE STRIPPED AND STOCKPILED PRIOR TO THE COMMENCEMENT OF ANY EARTHWORKS THICK BED OF 12mm BLUE METAL) UNDER THE BARREL OF THE PIPE. THE PIPE COLLAR AT NO POINT SHALL
OPERATION. TOPSOIL IS TO BE RESPREAD TO LANDSCAPE AREAS AFTER CIVIL WORKS ARE COMPLETE 1. PRIOR TO COMMENCEMENT OF EXCAVATION THE FOLLOWING SOIL MANAGEMENT DEVICES MUST BE BEAR ON THE ROCK.
SURPLUS TOPSOIL TO BE REMOVED FROM SITE INSTALLED. 13. BEDDING SHALL BE (UNO) TYPE HS2 UNDER ROADS; H2 GENERAL AREAS, IN ACCORDANCE WITH CURRENT
13. ALL BATTERS SHALL BE 1 IN 4, UNLESS OTHERWISE SHOWN. A. CONSTRUCT SILT FENCES BELOW THE SITE AND ACROSS ALL POTENTIAL RUNOFF SITES RELEVANT INDUSTRY STANDARDS AND GUIDELINES.
14. THE LOCATION OF EXISTING SERVICES SHOWN ON THESE PLANS SHALL BE PROVEN ON SITE THE B. CONSTRUCT TEMPORARY CONSTRUCTION ENTRY EXIT AND DIVERT RUNOFF TO SUITABLE CONTROL 14. THE WEATHER PROOFING OF THE BUILDING IS THE ARCHITECT'S /BUILDER'S RESPONSIBILITY. THIS
APPROPRIATE AUTHORITY SHALL BE CONTACTED AND THE SERVICES LOCATED PRIOR TO SYSTEMS INCLUDES THE SPECIFICATION AND FIXING DETAILS OF CLADDINGS, SHEETING, FLASHING AND
COMMENCEMENT OF CONSTRUCTION. C. CONSTRUCT MEASURES TO DIVERT UPSTREAM FLOWS INTO EXISTING STORMWATER SYSTEM MEMBRANES.
15. BULK EARTHWORKS LEVELS AT BUILDING PLATFORMS ARE BASED ON PRELIMINARY FOUNDATION D. CONSTRUCT SEDIMENTATION TRAPS BASIN INCLUDING OUTLET CONTROL AND OVERFLOW 15. THE CONTRACTOR SHALL ENSURE AND PROTECT THE INTEGRITY OF ALL STORMWATER PIPES DURING
DESIGNS. LEVELS TO SUIT FINAL DESIGN SHOULD BE CONFIRMED PRIOR TO FINAL TRIM OF BUILDING CONSTRUCTION. ANY AND ALL DAMAGE TO THESE PIPES AS A RESULT OF THESE WORKS SHALL BE
PLATFORMS PROVIDE SANDBAG SEDIMENT TRAPS UPSTREAM OF EXISTING PITS. REPAIRED BY THE CONTRACTOR UNDER THE DIRECTION OF THE SUPERINTENDENT, AND AT NO EXTRA
COST.
16. NOTE THAT THE PIT COVER LEVEL NOMINATED IN GUTTERS ARE TO THE INVERT OF THE GUTTER WHICH
TREE PROTECTION NOTES ROADWORKS: ARE 40mm LOWER THAN THE PAVEMENT LEVEL AT LIP OF GUTTER.
1. ALL DIMENSIONS AND SETOUT ARE TO LIP OF KERB U.N.O. 17. ∅100mm SUB-SOIL DRAINAGE LINES WITH NON-WOVEN GEOTEXTILE SOCK SURROUND SHALL BE
1. TREE PROTECTION MEASURES (TPZ FENCE & GROUND PROTECTION) ARE TO BE INSTALLED IN
2. LEVELS ARE TO FACE OF KERB/LIP OF KERB/KERB AND CHANNEL U.N.O. CONNECTED TO A STORMWATER DRAINAGE PIT (AT min. 1% LONGITUDINAL GRADE) AND PROVIDED IN THE
ACCORDANCE WITH AS 4970-2009 PROTECTION OF TREES ON DEVELOPMENT SITES.
3. PAVEMENT DEPTHS SHOWN ON THE DRAWINGS ARE NOMINAL ONLY AND SHALL BE DETERMINED AFTER FOLLOWING LOCATIONS:
2. WHERE TREES TO BE RETAINED HAVE A >10% ENCROACHMENT INTO THE TPZ, THE FOLLOWING CONDITION
INSPECTION AND TESTING OF SUBGRADE. THE CONTRACTOR SHALL IN ALL CASES OBTAIN PARTICULARS A. THE HIGH SIDE OF PROPOSED TRAFFICKED AND CARPARK PAVEMENT AREAS.
APPLY:
OF THE PAVEMENT THICKNESS BEFORE PROCEEDING WITH THE FORMATION OF THE ROAD BOX. CBR B. ALL PLANTER AND TREE BEDS PROPOSED ADJACENT TO PAVEMENT AREAS.
100mm DEPTH OF FOREST MULCH TO BE APPLIED TO TPZ
TESTING SHALL BE UNDERTAKEN AT 25m INTERVALS ALONG THE PAVEMENT AND ANY ADDITIONAL C. BEHIND RETAINING WALLS (IN ACCORDANCE WITH DRAWINGS).
LOCATIONS DETERMINED BY THE GEOTECHNICAL ENGINEER/OR SUPERINTENDENT SUPERVISING THE D. ALL OTHER AREAS SHOWN ON THE DRAWINGS.
EARTHWORKS NOTES WORKS AND SHALL BE AT LEAST THE MINIMUM SPECIFIED IN THE PROJECT SPECIFICATION.
4. MINIMUM PAVEMENT COMPACTION TO BE AS FOLLOWS;
18. THE CONTRACTOR SHALL INSTALL INSPECTION OPENINGS TO ALL SUBSOIL DRAINAGE LINES AND
DOWNPIPE LINES AS SPECIFIED ON DRAWINGS, AT MAXIMUM 60m CENTERS AND AT ALL UPSTREAM
1. GENERAL EARTHWORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE A. SUBBASE AND BASE - 95% MODIFIED MAXIMUM DRY DENSITY TO AS1289.5.4.1 ENDPOINTS.
GEOTECHNICAL ENGINEER AND LOCAL REGIONAL COUNCIL. 5. SUB-SOIL DRAINAGE SHALL BE INSTALLED UNDER ALL NEW KERB AND CHANNEL AND ROAD EDGES AND 19. WHERE SUBSOIL DRAINAGE LINES PASS UNDER FLOOR SLABS AND VEHICULAR PAVEMENTS SEALED uPVC
2. THE CONTRACTOR SHALL PREPARE THE SUBGRADE FOR PROOF ROLLING TO BE WITNESSED BY THE GRADED TO CONNECT WITH DRAINAGE INLET PITS AT A MINIMUM OF 0.5%. SEWER GRADE PIPE SHALL BE USED.
SUPERINTENDENT AND SITE ENGINEER. PROOF ROLLING SHALL BE CARRIED OUT BY FULLY LADEN WATER 6. EARTHWORKS SUBGRADE SHALL BE COMPACTED TO 98% R.D.D STANDARD COMPACTION 20. PROVIDE 3.0m LENGTH OF ∅100 SUBSOIL DRAINAGE PIPE WRAPPED IN A NON-WOVEN GEOTEXTILE FABRIC,
TRUCK OR SIMILAR CONSTRUCTION MACHINERY APPROVED BY THE SUPERINTENDENT. 7. SUBSOIL DRAIN SHALL BE IN ACCORDANCE WITH IPWEAQ STD DRG RS-140 AND 142. TO THE UPSTREAM SIDE OF STORMWATER PITS, LAID IN STORMWATER PIPE TRENCHES AND CONNECTED
3. FILLING SHALL BE COMPACTED IN LAYERS TO A DENSITY NOT LESS THAN 95% OF MAXIMUM DRY DENSITY 8. CONSTRUCTION OVER PIPES TO USE SUITABLE CONSTRUCTION/COMPACTION PLANT TO ENSURE MAXIMUM TO THE DRAINAGE PIT.
IN ACCORDANCE WITH AS 1289 5.1.1 (STANDARD COMPACTION). ROADWAY EARTHWORKS SHALL BE STRUCTURAL CAPACITY OF PIPEWORK IS NOT EXCEEDED. 21. ALL RECTANGULAR HOLLOW SECTIONS (RHS) SPECIFIED AS STORMWATER CONDUITS TO BE HOT DIPPED
CARRIED OUT IN ACCORDANCE WITH QUEENSLAND DEPARTMENT OF MAIN ROADS SPECIFICATION MRS04 9. ALL WORKS TO CONFORM TO LOCAL AUTHORITY STANDARDS U.N.O. GALVANISED AND HAVE (MIN) 5mm WALL THICKNESS.
FILENAME: \\AD.EDGECE.COM\JOBS\220000\221633-NOOSA CHRISTIAN COLLEGE LRC ADMIN REFURB\EDWG\CIVIL\221633 C002 CONSTRUCTION NOTES.DWG
GENERAL EARTHWORKS. 10. ALL IMPORTED AND EXPORTED MATERIALS ARE TO BE TRANSPORTED ONLY ON ROUTES APPROVED BY
4. THE VOID BENEATH THE STIFFENED SLAB IS TO BE FILLED WITH NON-REACTIVE FILL MATERIAL WITH A THE LOCAL AUTHORITY.
MAXIMUM SHRINK-SWELL INDEX NO GREATER THAN 1% PER ∆pF. 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THE SAFETY OF VEHICULAR AND
PEDESTRIAN TRAFFIC DURING CONSTRUCTION.
12. COMPACTION TEST RESULTS AND TEST LOCATIONS FOR SUBGRADE SHALL BE SUBMITTED TO AND
EROSION AND SEDIMENT CONTROL NOTES APPROVED BY THE ENGINEERS PRIOR TO PLACING PAVEMENT MATERIALS.
1. ALL WORK SHALL BE GENERALLY CARRIED OUT IN ACCORDANCE WITH. 13. PROOF ROLL TESTS OF THE SUBGRADE ARE TO BE UNDERTAKEN TO IDENTIFY LOCALISED POOR GROUND
A. LOCAL AUTHORITY REQUIREMENTS. TO BE REMOVED OR REWORKED PRIOR TO THE PLACING OF PAVEMENT MATERIAL.
B. EPA - POLLUTION CONTROL MANUAL FOR URBAN STORMWATER. 14. ALL LAYERS OF PAVEMENT WORKS AND EARTHWORKS ARE TO BE PROOF ROLLED AND TESTED AS PER
C. ICEA - BEST PRACTICE EROSION & SEDIMENT CONTROL. THE SPECIFICATION, AND TO THE APPROVAL OF THE SUPERINTENDENT.
2. EROSION AND SEDIMENT CONTROL DRAWINGS AND NOTES ARE PROVIDED FOR THE WHOLE OF THE 15. ALL CONSTRUCTION SHALL JOIN SMOOTHLY AND NEATLY TO EXISTING SURFACES AND STRUCTURES.
WORKS SHOULD THE CONTRACTOR STAGES THESE WORKS THEN THE DESIGN MAY BE REQUIRED TO BE TACTILE INDICATORS TO BE PROVIDED AT PRAM RAMPS WHERE THEY CONNECT WITH CONCRETE
MODIFIED VARIATION TO THESE DETAILS MAY REQUIRE APPROVAL BY THE RELEVANT AUTHORITIES. THE FOOTPATH.
EROSION AND SEDIMENT CONTROL PLAN SHALL BE IMPLEMENTED AND ADOPTED TO MEET THE VARYING
SITUATIONS AS WORK ON SITE PROGRESSES.
3. MAINTAIN ALL EROSION AND SEDIMENT CONTROL DEVICES TO THE SATISFACTION OF THE
SIGNAGE AND LINEMARKING
SUPERINTENDENT AND THE LOCAL AUTHORITY. 1. ALL WORKS TO BE IN ACCORDANCE WITH AS1742, AS2890 AND DTMR MANUAL OF UNIFORM TRAFFIC
4. WHEN STORMWATER PITS ARE CONSTRUCTED PREVENT SITE RUNOFF ENTERING THE PITS UNLESS SILT CONTROL DEVICES (MUTCD).
FENCES ARE ERECTED AROUND PITS. 2. ALL LINEMARKING AND SIGNAGE TO BE IN ACCORDANCE WITH LOCAL COUNCIL'S LINEMARKING AND
5. MINIMISE THE AREA OF SITE BEING DISTURBED AT ANY ONE TIME. TRAFFIC MANUALS.
6. PROTECT ALL STOCKPILES OF MATERIALS FROM SCOUR AND EROSION DO NOT STOCKPILE LOOSE
MATERIAL IN ROADWAYS, NEAR DRAINAGE PITS OR IN WATERCOURSES.
7. ALL SOIL AND WATER CONTROL MEASURES ARE TO BE PUT BACK IN PLACE AT THE END OF EACH WORKING CONCRETE
DAY AND MODIFIED TO BEST SUIT SITE CONDITIONS. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS3600 UNLESS SHOWN OTHERWISE.
8. CONTROL WATER FROM UPSTREAM OF THE SITE SUCH THAT IT DOES NOT ENTER THE DISTURBED SITE.
2. CONCRETE SHALL HAVE A STRENGTH GRADE OF N32 UNLESS NOTED OTHERWISE.
9. ALL CONSTRUCTION VEHICLES SHALL ENTER AND EXIT THE SITE VIA THE TEMPORARY CONSTRUCTION
3. NOMINAL MAXIMUM AGGREGATE SIZE SHALL BE 20mm UNLESS NOTED OTHERWISE.
ENTRY /EXIT.
4. CONCRETE SLUMP SHALL BE NOMINAL 80mm UNLESS NOTED OTHERWISE.
10. ALL VEHICLES LEAVING THE SITE SHALL BE CLEANED AND INSPECTED BEFORE LEAVING.
11. CLEAN OUT ALL EROSION AND SEDIMENT CONTROL DEVICES AFTER EACH STORM EVENT. AFTER EACH
5. ADMIXTURES SHALL NOT BE USED WITHOUT WRITTEN APPROVAL. WARNING
6. ALL CONCRETE SURFACES SHALL BE CURED BY APPROVED MEANS FOR A MINIMUM CONTINUOUS
RUNOFF EVENT, INSPECT THE EROSION DAMAGE AT EARTH BUNDS AND SEDIMENT FENCES IF DAMAGE THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL EXISTING
DURATION OF 7 DAYS COMMENCING IMMEDIATELY AFTER THE INITIAL SET OF THE CONCRETE.
HAS OCCURRED MAKE THE NECESSARY REPAIRS. SERVICES ON AND EXTERIOR TO THE SITE INCLUDING WATER MAINS,
7. CONCRETE COVER TO REINFORCEMENT INCLUDING FITMENTS SHALL BE 50mm UNLESS NOTED
13. CHECK ALL EMBANKMENTS FOR EXCESSIVE SETTLEMENT, SLUMPING OF THE SLOPES; MAKE ALL SEWER MAINS, GAS MAINS, TELECOMMUNICATIONS CABLES, ELECTRICAL
OTHERWISE.
NECESSARY REPAIRS. CABLES, AND STORMWATER PIPES. ANY DAMAGE TO EXISTING SERVICES
8. CONCRETE FACES AT CONSTRUCTION JOINTS SHALL BE THOROUGHLY SCABBLED, FREE OF LAITANCE,
14. SEDIMENT FLOCCULATION IS REQUIRED PRIOR TO DISCHARGE OF ACCUMULATED RUNOFF ON SEDIMENT SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.
CLEANED AND WETTED THOROUGHLY PRIOR TO THE PLACEMENT OF ABUTTING CONCRETE.
BASINS.
PLOT DATE: 30.01.2023
9. CONSTRUCTION JOINTS WHERE NOT SHOWN ON THE DRAWINGS SHALL BE LOCATED TO THE APPROVAL OF
THE SUPERINTENDENT.
Project Name Drawing Title
Brisbane . Australia
RPEQ NAME: ERIN HOGAN 1st Floor, 28 Balaclava Street.
Woolloongabba,
NOOSA CHRISTIAN COLLEGE CONSTRUCTION NOTES
Queensland, 4102,
RPEQ No: 21411 Australia
20 COOROY BELLI CREEK ROAD
COOROY QLD 4563
T: +61 7 3392 3671
DATE: 30.01.23 www.edgece.com E: [email protected] Client Project No.
PAYNTERS 221633 FOR APPROVAL
The concepts + information contained in this document are the copyright of EDGE Consulting Engineers.
SIGN: P1 30.01.23 FOR APPROVAL ST KO
Use or copying of this document in whole or in part without the written permission of EDGE Consulting Engineers
constitutes an infringement of copyright.
Designed Drawn Checked Scale @ A1 Drawing No. Revision
0 mm 10 20 30 40 50
Rev Date Description By Chk DO NOT SCALE DRAWINGS. IF IN DOUBT, ASK! ST ST KO NTS C002 P1
Section 3
121.8
4
121.
118.4
122.0
EXISTING TREES AND TREE
S
STUMPS TO BE REMOVED
120.4
SW
120.6
120.2
120.8
.2
121
S
SW
.2
119
.2
EXISTING TREES AND TREE
118
II
122.2
.8
1.6
118
STUMPS TO BE REMOVED
12
S
121.0
SW
119.8
RELOCATE EXISTING
II
121
STREET LIGHT CLEAR OF
.4
PROPOSED CARPARK
119.0
120.0
S
121.8
II
6
119.
S
SW
RELOCATE EXISTING
118.2
STREET LIGHT CLEAR OF
118.6
PROPOSED CARPARK
.4
119
S
SW
122.4
RECTIFY INSPECTION
OPENING AS REQUIRED RET
WALL
EXISTING PAVEMENT UNDER CARPARK
S
121.8
SW
MAY BE RETAINED OR RE-PURPOSED IF
RET
SUITABLE. CONTRACTOR TO INVESTIGATE
DURING DEMOLITION AND NOTIFY
118.4
ENGINEER TO CONFIRM SUITABILITY
WALL S
120
120
.0
SW
.4
122
120
.2
120.8
RET
.6
119.2 121.2 WALL
.8
118
EXISTING KERB TO BE RETAINED IF FEASIBLE. TO BE CONFIRMED DURING CONSTRUCTION
118
.8
121.6
S
119.0 119.8 121.0 121.4
120.0
118.8
SW
.2
122
SW
S
SW
2.2
12
119.6
SW
FILENAME: \\AD.EDGECE.COM\JOBS\220000\221633-NOOSA CHRISTIAN COLLEGE LRC ADMIN REFURB\EDWG\CIVIL\221633 C101 DEMOLITION PLAN.DWG
S
SW
.4
119
LEGEND
PROPERTY BOUNDARY
EXISTING MINOR & MAJOR
11.1 CONTOUR (0.100m)
EXISTING BUILDING
EXISTING ROOF
EXISTING BATTER TOP
EXISTING BATTER TOE
EXISTING KERB AND CHANNEL
EXISTING BARRIER KERB
EXISTING EDGE OF BITUMEN
EXISTING CONCRETE
RET WALL EXISTING RETAINING WALL WARNING
SW EXISTING STORMWATER THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL EXISTING
W EXISTING WATER SERVICES ON AND EXTERIOR TO THE SITE INCLUDING WATER MAINS,
SEWER MAINS, GAS MAINS, TELECOMMUNICATIONS CABLES, ELECTRICAL
S EXISTING SEWER CABLES, AND STORMWATER PIPES. ANY DAMAGE TO EXISTING SERVICES
E EXISTING ELECTRICAL SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.
PLOT DATE: 30.01.2023
N EXISTING ELECTRICAL OVERHEAD
T EXISTING TELECOMMUNICATIONS
DEMOLISH BARRIER KERB Brisbane . Australia
Project Name Drawing Title
RPEQ NAME: ERIN HOGAN 1st Floor, 28 Balaclava Street.
Woolloongabba,
NOOSA CHRISTIAN COLLEGE DEMOLITION PLAN
DEMOLISH AC PAVEMENT Queensland, 4102,
NORTH RPEQ No: 21411 Australia
20 COOROY BELLI CREEK ROAD
COOROY QLD 4563
DEMOLISH TREE DATE: 30.01.23 T: +61 7 3392 3671
0 2 4 6m www.edgece.com E: [email protected] Client Project No.
PAYNTERS 221633 FOR APPROVAL
The concepts + information contained in this document are the copyright of EDGE Consulting Engineers.
SIGN: Use or copying of this document in whole or in part without the written permission of EDGE Consulting Engineers
Designed Drawn Checked Scale @ A1 Drawing No. Revision
SCALE 1:100 @A1 P1 30.01.23 FOR APPROVAL ST KO constitutes an infringement of copyright.
0 mm 10 20 30 40 50
Rev Date Description By Chk DO NOT SCALE DRAWINGS. IF IN DOUBT, ASK! ST ST KO 1:100 C101 P1
Section 4
4
121.
118.4
122.0
S
120.4
SW
120.6
120.2
120.8
.2
121
S
SW
.2
119
[[]] [[]] [[]] [[]] [[]] [[]] [[]] [[]] [[]] [[]] [[]] [[]] [[]] [[]] [[]] [[]]
.2
118
II
122.2
.8
1.6
118
12
S
121.0
SW
119.8
II
121
.4
119.0
120.0
119.8
120.0
120.2
120.4
120.6
120.8
S
121.8
II
6
119.
S
SW
118.2
118.2 118.6
6
4
2
0
8
1.2
.4
8.6
119.
119.
119.
119.
118.
118
12
11
.4
119
S
SW
CONSTRUCT TEMPORARY
122.4
CONSTRUCTION ENTRY / EXIT
RET
WALL
S
121.8
SW
RET
118.4
WALL S
120
120
.0
SW
.4
122
120
.2
120.8
RET
.6
[[]] 119.2 [[]] [[]] [[]] [[]] [[]] [[]] [[]] [[]] [[]] [[]] 121.2 [[]] [[]] [[]] WALL
.8
[[]]
118
[[]]
[[]]
118
.8
121.6
[[]]
S
119.0 119.8 121.0 121.4
120.0
[[]]
118.8
CONSTRUCT TEMPORARY
SW
SEDIMENT FENCE
.2
INSTALL TEMPORARY
122
SW SEDIMENT TRAP
S
FILENAME: \\AD.EDGECE.COM\JOBS\220000\221633-NOOSA CHRISTIAN COLLEGE LRC ADMIN REFURB\EDWG\CIVIL\221633 C201 EROSION & SEDIMENT CONTROL PLAN.DWG
SW
2.2
12
119.6
SW
S
SW
.4
119
LEGEND STANDARD DRAWINGS
PROPERTY BOUNDARY THE FOLLOWING INTERNATIONAL EROSION AND SEDIMENT CONTROL
EXISTING MINOR & ASSOCIATION OF AUSTRALIA (IECA) STANDARD DRAWINGS APPLY:
11.1 MAJOR CONTOUR (0.100m) DC-01 DIVERSION CHANNELS
EXISTING BUILDING DB-01 FLOW DIVERSION BANK
EXIT-04 - 06 CONSTRUCTION EXIT - VIBRATION GRIDS
EXISTING BATTER TOP
AND WASH BAY
EXISTING BATTER TOE FS-01 FILTER SOCK - CONCENTRATED FLOW
EXISTING SWALE GB-01 GULLY BAG INLET PROTECTION
OG-1 ON-GRADE KERB INLET SEDIMENT TRAP
SW EXISTING STORMWATER SA-01 SAG KERB INLET SEDIMENT TRAP
PROPOSED MINOR & SF-01 & SF-02 SEDIMENT FENCE
11.1 MAJOR CONTOUR (0.100m)
PROPOSED BUILDING
PROPOSED BATTER TOP
PROPOSED BATTER TOE
WARNING
PROPOSED STORMWATER THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL EXISTING
SERVICES ON AND EXTERIOR TO THE SITE INCLUDING WATER MAINS,
[[]] TEMPORARY SEDIMENT FENCE
SEWER MAINS, GAS MAINS, TELECOMMUNICATIONS CABLES, ELECTRICAL
TEMPORARY SEDIMENTATION TRAP CABLES, AND STORMWATER PIPES. ANY DAMAGE TO EXISTING SERVICES
SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.
PLOT DATE: 30.01.2023
TEMPORARY CONSTRUCTION
ENTRY / EXIT
FLOW DIRECTION
Project Name Drawing Title
Brisbane . Australia
RPEQ NAME: ERIN HOGAN 1st Floor, 28 Balaclava Street.
Woolloongabba,
NOOSA CHRISTIAN COLLEGE EROSION & SEDIMENT CONTROL PLAN
Queensland, 4102,
NORTH RPEQ No: 21411 Australia
20 COOROY BELLI CREEK ROAD
COOROY QLD 4563
T: +61 7 3392 3671
0 2 4 6m DATE: 30.01.23 www.edgece.com E: [email protected] Client Project No.
PAYNTERS 221633 FOR APPROVAL
The concepts + information contained in this document are the copyright of EDGE Consulting Engineers.
SIGN: Use or copying of this document in whole or in part without the written permission of EDGE Consulting Engineers
Designed Drawn Checked Scale @ A1 Drawing No. Revision
SCALE 1:100 @A1 P1 30.01.23 FOR APPROVAL ST KO constitutes an infringement of copyright.
0 mm 10 20 30 40 50
Rev Date Description By Chk DO NOT SCALE DRAWINGS. IF IN DOUBT, ASK! ST ST KO 1:100 C201 P1
Section 5
4
121.
118.4
122.0
S
120.4
SW
120.6
2
120.2
3
120.8
C331 C331
.2
121
EXISTING 1 IN 4 MAX
S
BATTER TO REMAIN
SW
.2
119
.2
118
II
122.2
.8
1.6
118
12
S
121.0
SW
119.8
II
121
.4
119.0
120.0
119.8
120.0
120.2
120.4
120.6
120.8
S
121.8
II
6
119.
1 IN 4 MAX BATTER
S
SW
118.2
118.2 118.6
1
6
4
2
0
8
1.2
.4
8.6
119.
119.
119.
119.
118.
118
12
C331 EXISTING PAVEMENT UNDER CARPARK
11
.4
119
MAY BE RETAINED OR RE-PURPOSED IF
S
SUITABLE. CONTRACTOR TO INVESTIGATE
SW
122.4
DURING DEMOLITION AND NOTIFY
ENGINEER TO CONFIRM SUITABILITY
RET
WALL
S
121.8
SW
RET
118.4
WALL S
120
120
.0
SW
.4
122
120
.2
120.8
RET
.6
119.2 121.2 WALL
.8
118
118
.8
121.6
S
119.0 119.8 121.0 121.4
120.0
118.8
SW
.2
122
SW
S
SW
2.2
FILENAME: \\AD.EDGECE.COM\JOBS\220000\221633-NOOSA CHRISTIAN COLLEGE LRC ADMIN REFURB\EDWG\CIVIL\221633 C301 BULK EARTHWORKS PLAN.DWG
12
119.6
SW
S
SW
.4
119
NOTE
A SOILS INVESTIGATION HAS BEEN CARRIED OUT BY SOILS SURVEYS
ENGINEERING, REFERENCE No. 309-2873, DATED MAY 2009. THIS
REPORT MUST BE READ IN ITS ENTIRETY PRIOR TO CONSTRUCTION
BEING UNDERTAKEN.
LEGEND
ANY UNSUITABLE MATERIAL ENCOUNTERED IS TO BE TREATED IN
PROPERTY BOUNDARY
ACCORDANCE WITH THE GEOTECHNICAL REPORT.
EXISTING MINOR &
11.1 MAJOR CONTOUR (0.100m) DEPTH RANGE LEGEND
TEMPORARY BATTERS ARE TO BE CONSTRUCTED IN ACCORDANCE
EXISTING BUILDING CUT FILL WITH THE GEOTECHNICAL REPORT
RET WALL EXISTING RETAINING WALL
0.00m - 0.25m
EXISTING SWALE
SW EXISTING STORMWATER EARTHWORKS VOLUMES
W EXISTING WATER
0.25m - 0.50m
200mm STRIP = 165m3
WARNING
0.50m - 1.00m CUT = 185m3 THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL EXISTING
S EXISTING SEWER
FILL = 15m3 SERVICES ON AND EXTERIOR TO THE SITE INCLUDING WATER MAINS,
E EXISTING ELECTRICAL NOTE: THE ABOVE QUANTITIES DO NOT ALLOW SEWER MAINS, GAS MAINS, TELECOMMUNICATIONS CABLES, ELECTRICAL
1.00m - 1.50m
EXISTING ELECTRICAL OVERHEAD FOR DETAILED BACKFILL BEHIND RETAINING CABLES, AND STORMWATER PIPES. ANY DAMAGE TO EXISTING SERVICES
N
WALLS. CONTRACTOR TO MAKE ALLOWANCE. SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.
T EXISTING TELECOMMUNICATIONS 1.50m - 2.00m
PLOT DATE: 30.01.2023
PROPOSED MINOR &
11.1 MAJOR CONTOUR (0.100m) 2.00m - 3.00m
PROPOSED BUILDING
Project Name Drawing Title
> 3.00m Brisbane . Australia
PROPOSED BATTER TOP RPEQ NAME: ERIN HOGAN 1st Floor, 28 Balaclava Street.
Woolloongabba,
NOOSA CHRISTIAN COLLEGE BULK EARTHWORKS PLAN
Queensland, 4102,
PROPOSED BATTER TOE NORTH RPEQ No: 21411 Australia
20 COOROY BELLI CREEK ROAD
BH BOREHOLE COOROY QLD 4563
T: +61 7 3392 3671
0 2 4 6m DATE: 30.01.23 www.edgece.com E: [email protected] Client Project No.
PAYNTERS 221633 FOR APPROVAL
The concepts + information contained in this document are the copyright of EDGE Consulting Engineers.
SIGN: Use or copying of this document in whole or in part without the written permission of EDGE Consulting Engineers
Designed Drawn Checked Scale @ A1 Drawing No. Revision
SCALE 1:100 @A1 P1 30.01.23 FOR APPROVAL ST KO constitutes an infringement of copyright.
0 mm 10 20 30 40 50
Rev Date Description By Chk DO NOT SCALE DRAWINGS. IF IN DOUBT, ASK! ST ST KO 1:100 C301 P1
The text continues on section 6.