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20210008 - 9 Bottlebrush Ave Civil Plans RevB
Attached to the e-mail Response to RFI - 9 Bottlebrush Avenue Noosa Heads - MCU21/0133.
Plans and drawings
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RESIDENTIAL UNIT DEVELOPMENT ISSUE
NOOSA HEADS
9 BOTTLEBRUSH AVENUE, NOOSA HEADS, QLD 4567
Lot 147 RP 88934
CIVIL WORKS
NOTE: 8. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO
AUTHORITY/COUNCIL'S INFRASTRUCTURE. SUCH REPAIR OR
THE FOLLOWING INSPECTIONS MUST BE COMPLETED BY RECOR ENGINEERS REINSTATEMENT TO BE CARRIED OUT IMMEDIATELY TO THE SATISFACTION
BEFORE OF INFRASTRUCTURE OWNER/MANAGER / AUTHORITY/COUNCIL.
ENGINEERING CERTIFICATION WILL BE ISSUED. THE CONTRACTOR IS TO PROVIDE 9. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL
A WORKPLACE HEALTH AND SAFETY REQUIREMENTS.
MINIMUM OF 72 HOURS NOTICE TO RECOR FOR REQUIRED INSPECTIONS. SHOULD 10. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE TO BE IN CLOSE
THE PROXIMITY TO NEIGHBOURING LOT BOUNDARIES OR INFRASTRUCTURE,
CONTRACTOR FAIL TO REQUEST AN INSPECTION, THE CONTRACTOR WILL BE CONTRACTOR TO ALLOW IN SCOPE OF WORKS TO PROVIDE ALL MEASURES
NECESSARY TO ENSURE THE INTEGRITY OF EXISTING BOUNDARIES AND
RESPONSIBLE FOR ALL COSTS TO ALLOW FOR THE WORKS TO BE INSPECTED TO INFRASTRUCTURE. THIS MAY INCLUDE THE USE OF LOW VIBRATION
THE EQUIPMENT, TRENCH SHORING ETC AS REQUIRED.
SATISFACTION OF RECOR. ANY INSPECTIONS THAT FAIL ARE TO BE 11. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON
RE-INSPECTED WITH THESE DRAWINGS, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE
ALL REINSPECTION COSTS TO BE PAID BY THE CONTRACTOR. WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE.
a. PRESTART 12. CONTRACTOR TO PROVIDE AS CONSTRUCTED DRAWINGS FOR ALL
CONSTRUCTED WORKS IN ACCORDANCE WITH LOCAL GOVERNMENT
b. EARTHWORKS - FINAL STRIPPING OF TOPSOIL, INSTALLATION OF SEDIMENT REQUIREMENTS. UNLESS OTHERWISE ADVISED BY RECOR CONTRACTOR TO
AND EROSION CONTROL MEASURES UNSUITABLE GROUND NOTE COUNCILS ADAC REQUIREMENTS. SITE BOUNDARY
c. SIDE AND CUT OFF DRAINS 13. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH RELEVANT
d. STORMWATER PIPE LAID ON BEDDING PRIOR TO BACKFILL APPROVALS.
e. STORMWATER TRENCH BACKFILLED PRIOR TO PAVEMENT PLACEMENT 14. CONTRACTOR TO ALLOW TO LIASE/CO-ORDINATE WITH ELECTRICAL,
LANDSCAPE AND OTHER SERVICE CONTRACTORS THROUGHOUT CIVIL
f. STORMWATER STRUCTURE BASE SLABS CONSTRUCTION.
g. SEWER RETICULATION 15. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR DEMOLITION
h. WATER RETICULATION WORKS COMMENCING ON SITE.
i. PAVEMENT SUBGRADE 16. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, ROADS
AND SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE U.N.O.
j. PAVEMENT REINFORCING
17. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING
k. PAVEMENT PRIOR TO SEALING (PRESEAL) PROPERTIES AND COUNCIL ROADS AND VERGES PRIOR TO COMMENCEMENT
l. RETAINING WALL FOOTING REINFORCING OF ANY WORKS ON SITE.
m. RETAINING WALL BLOCKWORK PRIOR TO CORE FILL 18. CONTRACTOR TO CLEAR AND GRUB ALL VEGETATION ON SITE AS IDENTIFIED
IN THE APPROVED VEGETATION MANAGEMENT PLAN. CONTRACTOR TO
n. STEEL REINFORCEMENT OF CONCRETE STRUCTURES ENSURE ALL TREE ROOTS AND STUMPS ARE COMPLETELY REMOVED AND
o. PRACTICAL COMPLETION BACKFILLED TO LEVEL 1 SUPERVISION. CONTRACTOR TO ALLOW TO MULCH
ALL CLEARED VEGETATION AND STOCKPILE ON SITE OR REMOVE FROM SITE
p. ON MAINTENANCE AS DIRECTED.
q. OFF MAINTENANCE 19. DRAWINGS TO BE READ IN CONJUNCTION WITH THE FOLLOWING
r. ANY OTHER INSPECTION AS SPECIFIED BY LOCAL COUNCIL (REFER CONSULTANTS/CONTRACTORS DRAWINGS:
DEVELOPMENT APPROVAL) SURVEYOR: SURVEYPLAN
s. ANY OTHER INSPECTION AS REQUIRED BY UNITY WATER AND WHERE ARCHITECT: ZEST BUILDING GROUP
RELEVANT TO THEIR CERTIFICATION SCHEME
HYDRAULICS: TBC
STRUCTURAL: RECOR LOCALITY PLAN
GENERAL NOTES
LANDSCAPE: ZEST BUILDING DESIGN NOT TO SCALE
1. ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN.
20. CONTRACTOR TO PREPARE AND HAVE APPROVED BY RELEVANT AUTHORITY:
2. ALL SETOUT ON SITE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ROAD OPENING PERMIT AND TRAFFIC MANAGEMENT PLAN FOR ALL WORKS
CONTRACTOR TO ALLOW FOR ALL MEANS NECESSARY TO ACCURATELY WITHIN COUNCIL ROAD RESERVES. CONTRACTOR TO ALLOW FOR ALL COSTS
SETOUT THE WORKS. ASSOCIATED WITH IMPLEMENTATION OF THE TMP.
08/07/21 ISSUED FOR OPW - BRP
3. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT 21. ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH ALL LOCAL DATE REVISION MARK CHK
SPECIFICATIONS AND WHERE FURTHER DETAILS ARE REQUIRED THE AUTHORITY APPROVALS RECEIVED FOR THE PROJECT
CONTRACTOR SHALL REFER TO NOOSA SHIRE COUNCIL DEVELOPMENT PROJECT ENGINEER
GUIDELINES, LOCAL WATER AUTHORITY GUIDELINES, ASSOCIATED 22. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH OPW
STANDARD DRAWINGS AND SPECIFICATIONS U.N.O. APPROVALS BY COUNCIL.
4. SHOULD ANY OF THE CONSTRUCTED WORKS BE CONSTRUCTED OUTSIDE OF 23. NO WORKS ARE TO BE UNDERTAKEN ON LAND OUTSIDE OF THE SITE
THE TOLERANCES SPECIFIED WITHIN THE PROJECT SPECIFICATION AND BOUNDARY WITHOUT FORMAL APPROVAL BY THE OWNER/CUSTODIAN OF
LOCAL AUTHORITY REQUIREMENTS, THE CONTRACTOR WILL RECTIFY AT THAT LAND INCLUDING BUT NOT LIMITED TO PRIVATE PROPERTY, ROAD
THEIR COST INCLUSIVE OF ANY ADDITIONAL COSTS INCURRED BY RECOR. RESERVE, PARKS/OPENSPACE, EASEMENTS.
5. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS 24. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF CONSTRUCTION
DRAWINGS AND APPROVALS ON SITE AT ALL TIMES. E [email protected]
SUCH THEIR ACCURACY CANNOT BE GUARANTEED. NO RESPONSIBILITY IS
TAKEN BY RECOR OR THE PRINCIPAL FOR THE ACCURACY AND 25. ALL WATER AND SEWER RETICULATION WORKS TO BE CONSTRUCTED IN
A 37 MARY ST NOOSAVILLE, QLD
COMPLETENESS OF THIS INFORMATION. IT IS THE RESPONSIBILITY OF THE ACCORDANCE WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN AND P +61 7 5211 1003
CONTRACTOR TO ACCURATELY ESTABLISH THE LOCATION AND LEVEL OF CONSTRUCTION CODE (2013).
CLIENT
ALL EXISTING SERVICES PRIOR THE COMMENCEMENT OF ANY WORKS. ANY
DISCREPANCIES SHALL BE REPORTED TO THE SUPERINTENDENT. NOVATO GROUP
CONTRACTOR TO LOCATE AND PROTECT SERVICES AS REQUIRED DURING
PROPOSED WORKS. PROJECT
6. THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND UNIT DEVELOPMENT
SURVEY ALL CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS SHOWN
ON THE DRAWINGS INCLUDING ANY POTENTIAL EXISTING SERVICES
9 BOTTLEBRUSH AVENUE
CLASHES PRIOR TO COMMENCEMENT OF CIVIL WORKS. CONTRACTOR TO NOOSA HEADS
IMMEDIATELY REPORT ANY DISCREPANCIES TO RECOR AND AWAIT FORMAL
TITLE
DIRECTION PRIOR TO COMMENCING CIVIL WORKS.
7. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS SHALL COVER SHEET AND
BE RESTORED TO ORIGINAL LEVEL, INCLUDING KERBS, FOOTPATHS,
CONCRETE AREAS, GRAVEL AREAS, GRASSED AREAS AND ROAD
LOCALITY PLAN
PAVEMENTS.
PROJECT NO. DRAWING NO. STATUS
20210008 C01 OPW
DRAWN DESIGNED SCALE ISSUE
BRP BRP NTS A
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Page 2
OP WORKS
ISSUE
LEGEND
FIRE HYDRANT
SIGN
PALM TREE
TREE
WATER METER
SURVEY STN
PERMANENT SURVEY MARK
POWER POLE
EXISTING TREES TO EXISTING ELECTRICAL CONNECTION STREET LIGHT
EXISTING BUILDING TO
BE REMOVED TO BE REMOVED. REMOVAL AND ELECTRICITY MARKER
BE DEMOLISHED AND REINSTATE RETAINING WALL TO
REPLACEMENT TO BE ARRANGED ELECTRICITY PILLAR
REMOVED OFF SITE STRUCTURAL ENGINEERS
BY SITE SUPERINTENDANT TELECOMMUNICATIONS MARKER
SPECIFICATIONS GAS LINE MARKER
WATER LINE MARKER
STORMWATER M/H
WATER VALVE
SEWER MANHOLE
TRAFFIC LIGHTS
TRAFFIC SIGNAL CONTROL BOX
TELSTRA PIT
STORM WATER
SEWER MAIN
GAS MAIN
WATER MAIN
COMMUNICATION CABLES
TELSTRA CONDUIT
ELECTRICITY
SITE BOUNDARY
EXISTING WALL AND
PAVED AREAS TO BE
EXISTING DRIVEWAY DEMOLISHED AND
TO BE DEMOLISHED EXISTING WATER AND SEWER SERVICES REMOVED FROM SITE
AND MADE GOOD TO BE DISCONNECTED AND CAPPED OFF
DURING CONSTRUCTION
EXISTING DRIVEWAY
TO BE DEMOLISHED
AND REMOVED FROM SITE
08/07/21 ISSUED FOR OPW - BRP
DATE REVISION MARK CHK
PROJECT ENGINEER
NOTE: 8. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS NOTE:
DRAWING, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE WRITTEN EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN
E [email protected]
1. FOR GENERAL NOTES REFER DWG No. C01, WHICH IS TO BE REQUESTED AND CONFIRMATION THAT WORKS CAN COMMENCE.
VIEWED PRIOR TO COMMENCEMENT OF CONSTRUCTION IF NOT SUPPLIED.
DRAWINGS, ALL IN-GROUND SERVICES WITHIN THE PROPERTY A 37 MARY ST NOOSAVILLE, QLD
BOUNDARY INCLUDING BUT NOT LIMITED TO: STORMWATER
9. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING DRAINAGE, SEWERAGE, WATER, GAS, ELECTRICAL AND P +61 7 5211 1003
2. THE CONTRACTOR WILL MAKE HIMSELF FULLY AWARE OF THE EXISTING PROPERTIES AND COUNCIL ROADS AND VERGES PRIOR TO COMMENCEMENT COMMUNICATIONS TO BE SAFELY BE DISCONNECTED, REMOVED
FEATURES OF THIS SITE AND ENSURE ANY ADDITIONAL WORKS NOT SHOWN ON OF ANY WORKS ON SITE. FROM SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO CLIENT
THIS PLAN ARE INCLUDED IN THE CONTRACT. ARRANGE ALL NECESSARY APPLICATIONS AND PERMITS WITH THE
10. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, ROADS RELEVANT AUTHORITIES. SERVICES TO BE CAPPED IN NOVATO GROUP
3. LOCATION AND DEPTH OF EXISTING SERVICES BASED ON SURVEY, DBYD AND AND SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE U.N.O. ACCORDANCE WITH RELEVANT SERVICE PROVIDER
COUNCIL RECORDS. IT IS THE CONTRACTORS RESPONSIBILITY TO CONFIRM SPECIFICATIONS AND STANDARD DETAILS PROJECT
ACTUAL LOCATION AND DEPTH PRIOR TO CARRYING OUT ANY EXCAVATION OR UNIT DEVELOPMENT
TRENCHING WORKS.
9 BOTTLEBRUSH AVENUE
4. CONTRACTOR TO LOCATE AND PROTECT ALL EXISTING SERVICES ON SITE
PRIOR TO COMMENCEMENT OF WORKS. NOOSA HEADS
5. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR TO ANY TITLE
DEMOLITION WORKS COMMENCING ON SITE.
6. ALL VEGETATION WITHIN THE LIMIT OF WORKS TO BE CLEARED, MULCHED AND
EXISTING LAYOUT PLAN
REMOVED FROM SITE IN ACCORDANCE WITH APPROVED VEGETATION
CLEARING PLAN (BY OTHERS) OR IF SCHEDULED STOCKPILE FOR USE BY
LANDSCAPER.
7. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES ON SITE AND MAKE SUITABLE PROJECT NO. DRAWING NO. STATUS
ARRANGEMENTS TO HAVE DISCONNECTED PRIOR TO DEMOLITION WORKS
BEGINNING.
20210008 C02 OPW
DRAWN DESIGNED SCALE ISSUE
BRP BRP 1:150 A
Page 3
OP WORKS
ISSUE
LEGEND
CONSTRUCTION ENTRY/EXIT
PROVIDE FABRIC WRAP INLET SHAKEDOWN AREA
PROVIDE SANDBAGS TO
PROTECTION TO PITS DURING STORMWATER DRAINAGE TO CONTROL FLOW OF CATCH
KERB INBLET SEDIMENT TRAP TO BE SEDIMENT FENCE
CONSTRUCTION WORKS AS BE INSTALLED FOR FLOW DIVERSION. DRAIN RUN-OFF TO PIT
INSTALLED AT DOWNSTREAM KERB (INDICATIVE LOCATION)
PER NSC STD DWG ESC-02 REFER ROADS AND DRAINAGE LAYOUT.
INLET AS PER NSC STD DWG ESC-03
CATCH DRAIN
STORMWATER PIPE
STORMWATER PIT
SANDBAG PLACEMENT
PROVIDE TURFED CATCH DRAIN TO DIVERT UPSTREAM
CONSTRUCTION SITE ENTRY
RUN-OFF TO STORMWATER DRAINAGE. REFER ROADS AND
ROCK SHAKEDOWN AREA
DRAINAGE LAYOUT PLAN
SEDIMENT RELEASE GUIDELINES UNLESS THE DEVELOPMENT IS IN FULL COMPLIANCE WITH APPROVED DRAWINGS. TEMPORARY CONSTRUCTION ENTRY/EXIT · AT LEAST DAILY (WHEN WORK IS OCCURRING ON SITE)
THIS STANDARD. 7. PRIOR TO COMMENCEMENT OF CONSTRUCTION APPROVAL 11. FOR CONSTRUCTION ENTRY / EXIT STANDARD DETAIL AND OR WEEKLY (WHEN WORK IS NOT OCCURRING ON SITE)
1. ALL RELEASES OF STORMWATER CAPTURED ONSITE, IS TO BE OBTAINED FROM THE SUPERINTENDENT FOR THE SPECIFICATION REFER TO INTERNATIONAL EROSION · WITHIN 24 HOURS OF EXPECTED RAIN; AND
UNLESS OTHERWISE NOTED IN THIS STANDARD, MUST NOT LOCATION OF THE SITE ACCESS POINT AND WASH DOWN CONTROL ASSOCIATION AUSTRALASIA (IECA) BEST · WITHIN 18 HOURS OF A RAINFALL EVENT (I.E. AN EVENT
AREA WHICH ARE TO BE MAINTAINED THROUGHOUT THE PRACTICES STANDARD DRAWINGS EXIT-01 AND EXIT-02 OF SUFFICIENT INTENSITY AND DURATION TO MOBILISE 08/07/21 ISSUED FOR OPW - BRP
EXCEED THE FOLLOWING LIMITS: SEDIMENT CONTROL
1.1. 50mg/L OF TOTAL SUSPENDED SOLIDS (TSS) AS A CONSTRUCTION PERIOD. CONSTRUCTION EXIT - ROCK PAD (CONSTRUCTION SITES SEDIMENT ON SITE). DATE REVISION MARK CHK
MAXIMUM CONCENTRATION; 8. IF SEDIMENT AND EROSION CONTROL DEVICES HAVE BEEN ONLY), EXIT-03 - ROCK PADS FOR BUILDING SITES AND 17. IN ACCORDANCE WITH NC ESC GUIDELINES, MAINTENANCE PROJECT ENGINEER
1. ALL SEDIMENT AND EROSION CONTROL MEASURES TO BE FOUND TO BE DIFFERENT OR FAILED IN SERVICE, OF ESC MEASURES SHALL OCCUR IN ACCORDANCE WITH
1.2. TURBIDITY (NTU) VALUE LESS THAN 10% ABOVE EXIT-04 AND EXIT-05 CONSTRUCTION EXIT - VIBRATION
IN ACCORDANCE WITH INTERNATIONAL EROSION CONTROL CORRECTIVE ACTION IS TO BE UNDERTAKEN IMMEDIATELY THE FOLLOWING TABLE:
BACKGROUND; GRID.
ASSOCIATION (IECA) AUSTRALIA GUIDELINES AND THE WHICH MAY INCLUDE AMENDMENTS' ADDITIONS TO THE
1.3. pH VALUE MUST BE IN THE RANGE 6.5 TO 8.5 EXCEPT SPECIFICATIONS.
WHERE, AND TO THE EXTENT THAT, THE NATURAL ORIGINAL APPROVED EROSION CONTROL PLANS. SUCH KERB INLET
2. SEDIMENT AND EROSION CONTROL DETAILS SHOWN ARE AMENDMENTS ARE TO BE APPROVED BY SUPERINTENDENT,
RECEIVING WATERS LIE OUTSIDE THIS RANGE. MINIMUM REQUIREMENTS. IT IS THE CONTRACTORS 12. FOR KERB INLET STANDARD DETAIL AND SPECIFICATION MAINTENANCE SCHEDULE
2. THE CONCENTRATION OF TSS RELEASED BY DEWATERING IF DEEMED NECESSARY AND RELEVANT. REFER TO INTERNATIONAL EROSION CONTROL TIMEFRAME FOR
RESPONSIBILITY TO INSTALL ADDITIONAL CONTROL ESC MEASURES MAINTENANCE TRIGGER COMPLETION
MAY ONLY EXCEED 50mg/L WHERE IT CAN BE MEASURES AS DEEMED NECESSARY THROUGHOUT ASSOCIATION AUSTRALASIA (IECA) BEST PRACTICES OF MAINTENANCE
DEMONSTRATED AND SUPPORTED THROUGH 9. OVERALL STANDARD DRAWING ESC-03 KERB INLET SEDIMENT TRAPS SEDIMENT BASISIN WHEN SETTLED SEDIMENT EXCEEDS WITHIN 7 DAYS OF THE
CONSTRUCTION. a. TEMPORARY DRAINAGE CONTROL FLOWS SHOULD BE THE VOLUME OF THE SEDIMENT INSPECTION E [email protected]
DOCUMENTATION THAT: 3. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL STORAGE ZONE (SEE COUNCIL'S
2.1. FURTHER SIGNIFICANT RAINFALL IS FORECAST TO DIVERTED AROUND THE WORK SITE WHERE POSSIBLE. REVEGETATION SEDIMENT BASIN DESIGN A 37 MARY ST NOOSAVILLE, QLD
SEDIMENT CONTROL DEVICES IN A FUNCTIONAL ORDER b. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS GUIDELINES
OCCUR BEFORE THE TSS CONCENTRATION IS LIKELY AND REPLACE ALL BLOCKED SEDIMENT DEVICES AS 13. FOR REVEGETATION STANDARD SPECIFICATION REFER TO OTHER ESC THE CAPACITY OF ESC MEASURES BY THE END OF THE DAY P +61 7 5211 1003
TO BE REDUCED TO 50mg/L; TO BE INSTALLED AND BE OPERATIONAL BEFORE INTERNATIONAL EROSION CONTROL ASSOCIATION MEASURES FALLS BELOW
REQUIRED UNTIL SUCCESSFUL OFF MAINTENANCE OF COMMENCING UP-SLOPE EARTHWORKS.
2.2. RELEASING A HIGHER CONCENTRATION OF TOTAL AUSTRALASIA (IECA) BEST PRACTICES STANDARD CLIENT
WORKS. c. IN AREAS WHERE RUNOFF TURBIDITY IS TO BE
SUSPENDED SOLIDS WILL RESULT IN A BETTER DRAWING R-01 REVEGETATION GENERAL.
ENVIRONMENTAL OUTCOME BY PROVIDING STORAGE
4. CONSTRUCTION OF ALL SEDIMENT MANAGEMENT DEVICES CONTROLLED, EXPOSED SURFACES TO BE EITHER REPORTING NOVATO GROUP
TO THE SATISFACTION OF THE SUPERINTENDENT. SHALL MULCHED, COVERED WITH EROSION CONTROL 18. CONTRACTOR IS TO PROVIDE AN UPDATED PROGRAM OF
FOR THE CAPTURE AND TREATMENT OF RUN-OFF BE COMPLETED AND EFFECTIVE PRIOR TO: FIELD INLET PROJECT
FROM THE IMMINENT RAINFALL AND RUN-OFF. BLANKETS OR TURFED IF EARTHWORKS ARE ESC MAINTENANCE AND CONTROL OF ALL STAGES OF
2.3. ALL REASONABLE AND PRACTICABLE STEPS HAVE
a. STRIPPING OF TOPSOIL AND GRASS. EXPECTED TO BE DELAYED FOR MORE THAN 14 DAYS.
14. FOR FIELD INLET STANDARD DETAIL AND SPECIFICATION
WORK FOR APPROVAL BY THE SUPERINTENDENT. UNIT DEVELOPMENT
b. BULK EARTHWORKS TO THE SITE. REFER TO INTERNATIONAL EROSION CONTROL
BEEN TAKEN TO TREAT THE WATER WITHIN c. SERVICES INSTALLATION.
SEDIMENT FENCE
ASSOCIATION AUSTRALASIA (IECA) BEST PRACTICES 9 BOTTLEBRUSH AVENUE
BEST-PRACTICE TIME FRAMES; d. PAVEMENT CONSTRUCTION STANDARD DRAWING ESC-02 GRATED STORMWATER
2.4. FLOCCULENT HAS BEEN APPROPRIATELY APPLIED 5. ALL SEDIMENT MANAGEMENT MEASURES ARE TO REMAIN
10. FOR SEDIMENT FENCE STANDARD DETAIL AND (FIELD) INLET SEDIMENT TRAP.
NOOSA HEADS
AND THE CONCENTRATION OF TSS IN THE CAPTURED SPECIFICATION REFER TO INTERNATIONAL EROSION TITLE
IN PLACE UNTIL INSTRUCTION IS RECEIVED IN WRITING
WATER HAS ALREADY SIGNIFICANTLY DECREASED. CONTROL ASSOCIATION AUSTRALASIA (IECA) BEST
FROM THE SUPERINTENDENT TO REMOVE ALL OR PART OF OPERATION AND MAINTENANCE
3. FOR ALL OTHER STORMWATER RELEASES, FLOWS AND THE SILT CONTROL APPLICATIONS.
PRACTICES STANDARD DRAWINGS SF-01 AND SF-02
SEDIMENT FENCE.
15. IN ACCORDANCE WITH NC ESC GUIDELINES, ALL ESC EROSION AND SEDIMENT
DISCHARGES FROM THE SITE, THE RELEASE LIMIT 6. THE BULK EARTHWORKS AND SEDIMENT CONTROL LAYOUT MEASURES SHALL BE INSPECTED:
PRESCRIBED IN (1a) ABOVE MUST NOT BE EXCEEDED PLAN SHALL BE READ IN CONJUNCTION WITH THE
CONTROL PLAN
SEDIMENT AND EROSION CONTROL:
CONTRACTOR TO ALLOW FOR PROVISION OF ALL
REQUIRED SEDIMENT AND EROSION CONTROL PROJECT NO. DRAWING NO. STATUS
DEVICES IN ACCORDANCE WITH IECA AND NOOSA
SHIRE COUNCIL POLICIES AND GUIDELINES
20210008 C10 OPW
DRAWN DESIGNED SCALE ISSUE
BRP BRP 1:150 A
Page 4
OP WORKS
ISSUE
LEGEND
3,000L TRAFFICABLE UNDERGROUND
2 125X75x3 GALVANISED RHS PIPE DETENTION TANK CONNECTED TO
900X900 FIELD INLET PIT 600X900 FIELD INLET PIT ROOF WATER. CONCRETE DRIVEWAY. 125MM
US IL: 29.12m 600X900 FIELD INLET PIT 900X900 FIELD INLET PIT
INLET SL: 30.50m INLET SL: 31.65m THICK N32 WITH SL72 MESH
DS IL: 28.79m INLET SL: 33.05m INLET SL: 35.50m
LENGTH: 6.66m 225mm Ø PP PIPE VERGE TURFED AREA. REFER
225mm Ø PP PIPE 225mm Ø PP PIPE
GRADE: 5.0% US IL: 34.00m ARCHITECTS PLANS.
KERB CONNECTION AS PER US IL: 30.43m US IL: 31.85m
DS IL: 32.40m
NSC STD DWG RS-081 DS IL: 29.6m DS IL: 30.45m ROOF WATER CONNECTION ON-STREET CONCRETE CAR
LENGTH: 11.02m
LENGTH: 5.93m LENGTH: 12.13m TO HYDRAULIC ENGINEERS PARK 150MM THICK N32
GRADE: 14.5%
GRADE: 14.0% GRADE: 11.5% SPECIFICATION. WITHSL92 MESH
STORMWATER PIT
STORMWATER PIPE
TURFED CATCH DRAIN
CJ
EJ
RAINWATER DETENTION TANK
RESIDENTIAL DRIVEWAY
ACCESS. REFER TO NSC STD
DWGS RS-049 & RS-050
CJ
CONTROL JOINT
CJ
IJ
1.5m WIDE PEDESTRIAN ISOLATION JOINT
FOOTPATH AS PER NSC STD
DWG RS-065
EJ
UP
EXPANSION JOINT
19 1
18 2
17 3
16 4
CONTRACTOR TO POTHOLE AND 15 5
CJ
LOCATE SERVICES BELOW TO 14 6
13 7
LOWER AS REQUIRED TO 12 8
ENSURE MIN COVER. ALLOW FOR 11 9
ALL ASSOCIATED COSTS 10
CJ
REMOVE EXISTING DRIVEWAY
CROSSOVER, KERB AND GUTTER AND BIN STORE. PROVIDE BUNDED
PROVIDE ADDITIONAL ON-STREET CAR PROVIDE TURFED CATCH
WASH DOWN AREA TO HYDRAULIC
PARK AS PER DETAIL E. MAKE SMOOTH DRAIN AS PER DETAIL D
ENGINEERS SPECIFICATIONS
TRANSITIONS TO EXISTING.
CONNECT WATER METER TO
HYDRAULIC ENGINEERS
SPECIFICATION
RELOCATE EXISTING ON STREET PARKING
SIGNAGE AS PER NSC STD DWG RS-131
07/09/21 UPDATED FOR RFI - BRP
ROADWORKS AND DRAINAGE NOTES 16. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES COMPLY WITH THE MAXIMUM DEPTH 2.1. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2007 UNLESS NOTED OTHERWISE.
08/07/21 ISSUED FOR OPW - BRP
SPECIFIED IN THE PROJECT SPECIFICATION OR LOCAL AUTHORITY FROM FINISHED SURFACE 2.2. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO EDGE OF SIGN:
1. REFER HYDRAULIC DRAWINGS FOR BUILDING DRAINAGE DETAILS. LEVEL TO UNDERSIDE OF ROOF SLAB. ANY NON CONFORMANCE IS TO BE RECTIFIED AT THE LOCATION CLEARANCE NO KERB 600 BEHIND GUIDE POSTS BARRIER KERB 300 FROM FACE DATE REVISION MARK CHK
2. ALL ROADWORKS AND DRAINAGE (EXTERNAL TO SITE BOUNDARIES AND/OR COUNCIL OWNED CONTRACTORS EXPENSE. MOUNTABLE KERB 500 FROM FACE OF KERB. PROJECT ENGINEER
DRAINAGE PIPES INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTION AND TESTING TO BE IN 17. ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH ARCHITECTURAL/LANDSCAPING 2.3. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING TRAFFIC AT 45° TO
ACCORDANCE WITH NOOSA SHIRE COUNCIL DEVELOPMENT GUIDELINES, DRAWINGS AND DRAWINGS AND RELEVANT AUTHORITY STANDARD DRAWINGS AND SPECIFICATIONS. KERB OR CARRIAGEWAY EDGE. ALL OTHER SIGNS TO BE TURNED AWAY BY 5° FROM THE
SPECIFICATIONS. FOOTPATHS TO BE CONSTRUCTED WITH MAXIMUM 2.5% CROSSFALL. SHOULD CONSTRUCTED NORMAL TO APPROACHING HEADLIGHT.
3. ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE LINES INTERNAL TO THE SITE FOOTPATHS EXCEED 2.5% CROSSFALL, THE CONTRACTOR WILL BE REQUIRED TO RECTIFY BY 3. SIGN SUPPORTS
BOUNDARIES) CONSTRUCTED AND TESTED TO BE IN ACCORDANCE WITH RELEVANT REMOVING AND REPLACING AT THEIR COST. 3.1. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS WHERE THEY ARE IN A
AUSTRALIAN STANDARDS. 18. CONCRETE FOOTPATH TO BE 100mm THICK N32 IN ACCORDANCE WITH AS1679 AND AS3600 PAVED SURFACE.
4. ALL STORMWATER DRAINAGE PIPES INTERNAL TO SITE SHALL BE: Ø225 PP BLACKMAX OR UNO 4. LINEMARKING
APPROVED EQUIVALENT.. 19. WHERE A STORMWATER DRAINAGE TRENCH HAS BEEN CONSTRUCTED LONGITUDINALLY IN 4.1. REDUNDANT LINEMARKING IS TO BE GROUND OFF.
6. ALL STORMWATER DRAINAGE PIPES EXTERNAL TO SITE SHALL BE Ø300 AND GREATER CLASS THE ROAD, THEN THE FINAL PAVEMENT SURFACE REPAIR WIDTH IS TO MATCH THE EXISTING 4.2. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE.
2 OR 3 R.C. RUBBER RING JOINTED LANE WIDTH AND TERMINATE 50mm CLEAR OF THE ROAD CENTERLINE OR LANE LINE
LINEMARKING TO ALLOW FOR THE BITUMEN EMULSION JOINT SEAL. REINSTATEMENT OF E [email protected]
7. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO RELEVANT AUSTRALIAN STANDARDS
INCLUDING BUT NOT LIMITED TO AS4058 AND AS1992. SURFACE ADJACENT TO THE KERB OR ROAD PAVEMENT EDGE TO EXTEND FULLY TO THE A 37 MARY ST NOOSAVILLE, QLD
8. STORMWATER DRAINAGE AND STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS KERB LINE OR EDGE OF PAVEMENT.
ONLY. CONTRACTOR TO CONSIDER CONSTRUCTION LOADINGS AND ENSURE NO EXCESSIVE 20. THE CONTRACTOR IS TO CONFIRM THE LOCATION OF SERVICE CONDUITS WITH THE P +61 7 5211 1003
LOADS ARE PLACED ON STORMWATER DRAINAGE OR STRUCTURES. SUPERINTENDENT PRIOR TO LAYING STORMWATER DRAINAGE. ALL TRENCH EXCAVATION AND
CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE QUEENSLAND WORKPLACE CLIENT
9. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING STORMWATER DRAINAGE
HEALTH AND SAFETY ACT 2011.
10.
WHERE CONNECTING ON TO EXISTING.
CONTRACTOR TO NOTIFY THE SUPERINTENDENT OF ANY UNSUITABLE FOUNDING MATERIAL 21. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE KERB AND CHANNEL INCLUDING NOVATO GROUP
WITHIN DRAINAGE TRENCH OR STORMWATER STRUCTURES AND AWAIT DIRECTION PRIOR TO ANY ASSOCIATED PIPEWORK ACROSS THE FOOTWAY AND REINSTATE THE KERB AND
CHANNEL AND THE FOOTWAY AREA IN ACCORDANCE WITH COUNCIL GUIDELINES. PROJECT
LAYING OF PIPES.
11. WHERE KERB ADAPTORS ARE TO BE LOCATED ADJACENT TO FOOTPATH CONTRACTOR TO 22. ROADBASE MATERIAL SHOULD BE PLACED IN LAYERS AT LEAST 75 MM THICK BUT NOT
EXCEEDING 150 MM IN THICKNESS, AND COMPACTED TO A MINIMUM DENSITY OF 95% OF THE
UNIT DEVELOPMENT
INSTALL 125mm x 75mm x 3mm HOT DIPPED GALVANISED RHS FROM EACH KERB ADAPTOR TO
PROPERTY BOUNDARY. MAXIMUM DRY DENSITY AS DETERMINED IN ACCORDANCE WITH AUSTRALIAN STANDARD
AS1289.6.2.
9 BOTTLEBRUSH AVENUE
12. TRENCH BACKFILL UNDER PAVEMENT TO BE COMPACTED TO 100% STANDARD DRY DENSITY NOTE:
(AS1289 5.1.1) IN LAYERS NOT EXCEEDING 150mm OF CBR 15 MATERIAL OR APPROVED 23. CONTRACTOR TO UNDERTAKE ROADWORKS TESTING IN ACCORDANCE WITH NOOSA SHIRE
COUNCIL GUIDELINES, DRAWINGS AND SPECIFICATIONS.
NOOSA HEADS
EQUIVALENT. TRENCH BACKFILL IN ROADS TO BE MINIMUM CBR15 MATERIAL UP TO ROAD EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN
SUBGRADE LEVEL. 24. INTERNAL CONCRETE TO BE 125MM THICK (EXCLUDING FINISHED TREATMENTS) N32 IN DRAWINGS, ALL IN-GROUND SERVICES WITHIN THE PROPERTY TITLE
13. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS TO BE CLASS "D" IN ACCORDANCE WITH AS1379 AND AS3600. SL72 MESH MIN 50MM TOP COVER TO AS1304. MIN BOUNDARY INCLUDING BUT NOT LIMITED TO: STORMWATER
ACCORDANCE WITH AS3996. 100MM BASE COURSE WHERE SUBGRADE CBR <=6. SLAB JOINTING OF CONCRETE TO
STRUCTURAL ENGINEERS SPECIFICATION
DRAINAGE, SEWERAGE, WATER, GAS, ELECTRICAL
COMMUNICATIONS TO BE SAFELY BE DISCONNECTED, REMOVED
AND ROADS AND DRAINAGE
14. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT BE LOOSE OR MOVE
UNDER WHEEL LOADS.
STANDARD SIGNS AND LINE MARKING NOTES
FROM SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO
ARRANGE ALL NECESSARY APPLICATIONS AND PERMITS WITH THE
LAYOUT PLAN
15. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT
SPECIFICATION, AND LOCAL AUTHORITY GUIDELINES AND SPECIFICATIONS. WHERE 1. GENERAL RELEVANT AUTHORITIES. SERVICES TO BE CAPPED IN
STRUCTURES EXCEED MAXIMUM DEPTH AS IDENTIFIED WITHIN STANDARD DRAWINGS THE 1.1. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH THE QUEENSLAND ACCORDANCE WITH RELEVANT SERVICE PROVIDER
CONTRACTOR WILL ENSURE AN ADEQUATE STRUCTURAL DESIGN IS UNDERTAKEN FOR THE TRANSPORT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CURRENT EDITION). SPECIFICATIONS AND STANDARD DETAILS
PROJECT NO. DRAWING NO. STATUS
SUBJECT STRUCTURE TO BE CONSTRUCTED TO. 2. SIGNS
20210008 C20 OPW
DRAWN DESIGNED SCALE ISSUE
BRP BRP 1:150 B
Page 5
OP WORKS
ISSUE
0.25D - JOINT DEPTH
25mm SEALANT
REINFORCING FABRIC
MESH.
SAW CUT, INSERT OR TOOLED JOINT. NO ABUTTING STRUCTURE OR OTHER
SEALANT REQUIRED AT TOP OF JOINT PAVEMENT.
30
50
30
50
REINFORCING 40
FABRIC MESH.
VARIES
SEALANT TO PREVENT INGRESS
VARIES
OF DETRITUS.
OPTIONAL DOWEL FOR LOAD TRANSFER MAY BE 10MM THICK
ADDED ACROSS THE JOINT. REFER DOWEL BAR COMPRESSIBLE
SCHEDULE FOR DETAILS. FILLER MATERIAL
INDUCED FULL DEPTH OF
CRACK. 200μm MOISTURE
PAVEMENT.
BARRIER IF
ORDERED BY
SUPERINTENDENT.
200μm MOISTURE BARRIER IF ORDERED
BY SUPERINTENDENT
DETAIL A - CONTROL JOINT (CJ) DETAIL B- ISOLATION JOINT (IJ)
SCALE: 1:16 SCALE: 1:16
PLAIN DOWEL BARS, SAWCUT, FREE
FROM BURR.
JOINTING NOTES
SEALANT AND FILER TYPES TO BE 1. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF
APPROVED BY SUPERINTENDENT. AS3727.1:2016.
REINFORCING FABRIC MESH. 2. SAW CUT JOINTS MUST BE:
2.1. BETWEEN 41 AND 31 OF CONCRETE PAVEMENT DEPTHS.
2.2. CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD.
10
2.3. PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE POURS.
40 40
25
30
3. DOWELL BARS MUST BE INSTALLED EXACTLY 90° TO THE FACE OF JOINT TO ALLOW
D PVC TUBE (TIGHT FIT TO
200μm MOISTURE BARRIER IF EXPANSION AND CONTRACTION MOVEMENTS.
ORDERED BY SUPERINTENDENT. DOWEL) WITH WATERTIGHT 4. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO CONSTRUCTION
ENDCAP. COMMENCING. LAYOUT SHOULD AVOID ACUTE ANGLES IN THE CONCRETE SLAB AND AVOID
MISMATCHED JOINTS.
5. JOINT SEALANTS WHERE USED MUST ADHERE TO SIDE OF JOINT FACES ONLY AND SHALL NOT
25
EXTEND ABOVE SIDES OF JOINTS ONTO THE SLAB SURFACE.
L/2 + 30mm 50
6. DOWEL BARS ARE TO BE
BOND BREAKING COMPOUND 1 6.1. FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT 400MM CENTRES
6.2. FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT 300MM CENTRES
L/2 L/2 C20.1 6.3. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT 300MM CENTRES
SECTION 1 6.4. FOR 200MM THICK SLAB, 24MM Ø OF LENGTH 40MM AND SPACED AT 300MM CENTRES
SCALE: 1.10 C20.1
BOND BREAKING
COMPOUND MAY BE
REPLACED WITH A
PURPOSE MADE DOWEL
SLEEVE.
DETAIL C - EXPANSION JOINT (EJ)
SCALE: 1:16
CHANNEL 600MM
3500MM TRAFFIC LANE (NOM) 07/09/21 UPDATED FOR RFI - BRP
08/07/21 ISSUED FOR OPW - BRP
PARKING BAY 2100MM
DATE REVISION MARK CHK
PROJECT ENGINEER
PROVIDE 30MM AC10 SURFACE AND MAKE SMOOTH
SEMI-MOUNTABLE JOIN TO EXISTING
Upstream Catchment KERB TYPE 3
Area = 750m² EXISTING ROAD
tc = 5 mins 150MM N32 CONCRETE WITH 300mm WIDE STRESS ABSORBING PAVEMENT AND SEAL
fi = 0.75 (Conservatively Assumed) SL92 REINFORCEMENT STRIP LOCATED OVER JOINT.
MAKE SMOOTH
TRANSITION TO
TO REMAIN. E [email protected]
Qmax (1% AEP) = 0.07m³/s EXISTING SURFA
CE A 37 MARY ST NOOSAVILLE, QLD
200mm 300MM
1V:2H 1V:2H Sf = 3% NOMINAL 3% CROSSF
ALL
P +61 7 5211 1003
Hydraulic Radius = 0.15m
CLIENT
300mm Mannings n (QUDM - grass channel) = 0.035
V = 1.42m/s NOVATO GROUP
NOM 50MM SAND PROJECT
Area Catch Drain = 0.1m²
BLINDING LAYER
Area required (Qmax/V) = 0.05m² SAWCUT EXISTING PAVEMENT 300mm INSIDE
EXISTING EDGE.
UNIT DEVELOPMENT
CHANNEL REFER TO RS-080. 9 BOTTLEBRUSH AVENUE
DETAIL D - TURFED CATCH DRAIN
SCALE: NTS
PROVIDE PAVEMENT BASE TO
MATCH TO EXISTING
NOOSA HEADS
PROVIDE 150MM THICK
THICKNESS. TITLE
SUBGRADE LAYER OF MIN 15
CBR.
ROADS AND DRAINAGE
DETAILS
DETAIL E - ON STREET PARKING SECTION
SCALE: NTS
PROJECT NO. DRAWING NO. STATUS
20210008 C21 OPW
DRAWN DESIGNED SCALE ISSUE
BRP BRP NTS A
Page 6
EARTHWORKS NOTES
EARTHWORKS GRADING OP WORKS
1. FOR GENERAL NOTES REFER DWG C01, WHICH IS TO BE REQUESTED AND VIEWED PRIOR TO ISSUE
COMMENCEMENT OF CONSTRUCTION IF NOT SUPPLIED.
2. FOR DETAILED GEOTECHNICAL INFORMATION, REFER GEOTECHNICAL INVESTIGATION REPORT S2 S3 S4 S5
BY TECTONIC. IT IS RECOMMENDED THAT THE GEOTECHNICAL CONSULTANT BE CONTACTED TO
CONFIRM THE SOIL CONDITIONS PRIOR TO EARTHWORKS COMMENCING.
3. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 100MM OVER THE EXTENT
OF THE WORKS UNLESS DIRECTED OTHERWISE AND STOCKPILED WHERE REQUIRED FOR FILL
OF LANDSCAPING AREAS. TOPSOIL MATERIALS MUST NOT BE USED IN STRUCTURAL FILL. EARTHWORKS CUT
4. UNSUITABLE NATURAL MATERIALS SUCH AS SATURATED, LOOSE OR SOFT MATERIALS
ENCOUNTERED SHOULD BE REMOVED DURING SUBGRADE PREPARATION FOR BULK
EARTHWORKS. ALL UNSUITABLE MATERIAL TO BE REMOVED FROM SITE AT CONTRACTORS 29.57 30.30 30.30
EXPENSE.
5. COMPACTION OF THE EXPOSED SAND SUBGRADE REQUIRES SUBSTANTIAL VOLUMES OF WATER EARTHWORKS FILL
COMBINED WITH VIBRATORY COMPACTION EQUIPMENT. CARE MUST BE TAKEN TO ENSURE
THERE ARE NO IMPACTS ON SURROUNDING STRUCTURES. MATERIAL TO BE COMPACTED IN S1 S1
ACCORDANCE WITH GEOTECHNICAL REPORT AND AS1289.
6. A MINIMUM 150MM THICK GRANULAR WORKING PLATFORM MAY BE REQUIRED ON SOIL
SUBGRADES ALONG HAUL ROADS AND LAYDOWN AREAS TO IMPROVE TRAFFICABILITY. SPECIFIC FINISHED EARTHWORKS LEVEL
PLATFORM DESIGN WOULD BE REQUIRED PRIOR TO MOBILISATION AND TRAFFICKING OF ANY
HEAVY MOBILE PLANT ON THE SITE.
29.57
7. IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND COMPACTED WHERE UNSUITABLE
NATURAL MATERIALS ARE LOCATED AND AS OTHERWISE NECESSARY TO OBTAIN
SUBGRADE/PLATFORM LEVEL. IMPORTED GENERAL FILL MATERIAL SHALL BE CLEAN GRADED
MATERIAL FREE OF ORGANIC MATTER AND STONES, WITH MAXIMUM PARTICLE SIZE OF 100mm
AND CAPABLE OF BEING COMPACTED INTO COHERENT FILLING TO THE SPECIFIED STANDARD.
THE MATERIAL SHALL HAVE A MAXIMUM PLASTICITY INDEX OF 15%, A SHRINK-SWELL INDEX OF
LESS THAN OR EQUAL TO 1% AND A MINIMUM C.B.R. OF 10%.
8. ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE CONTENT FOR STANDARD
COMPACTION.
9. ANY PROPOSED RETAINING WALL WORKS MUST BE WHOLLY WITHIN THE PROPERTY BOUNDARY
OF THE SUBJECT SITE, INCLUDING REAR OF RETAINING WALL DRAINAGE INFRASTRUCTURE FOR
RETAINING WALLS IN CUT. RETAINING WALLS ARE TO BE PREPARED IN ACCORDANCE WITH
STRUCTURAL ENGINEERS SPECIFICATIONS, AND IN CONFORMANCE WITH CONSTRUCTION
REQUIREMENTS OF GEOTECHNICAL REPORT.
10. REFER ARCHITECT/LANDSCAPE ARCHITECT DRAWINGS FOR CONFIRMATION OF RETAINING WALL
COLOUR AND FINISH.
11. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 2' SOIL ENGINEERING
SUPERVISION IN ACCORDANCE WITH APPENDIX B OF AS 3798. THE NOMINATED GEOTECHNICAL
TESTING AUTHORITY SHALL PROVIDE CERTIFICATION THAT ALL GENERAL EARTHWORKS
30.30 30.30
OPERATIONS HAVE BEEN CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND
SPECIFICATIONS AND THE CONTROLLED FILL IS SUITABLE FOR PURPOSE TO THE REQUIRED
30.30
BEARING CAPACITY UNDER THE PLATFORM/STRUCTURES AS SPECIFIED BY THE GEOTECHNICAL
REPORT.
12. ALL EARTHWORKS FILL AND EXCAVATED AREAS SHALL BE COMPACTED TO 98% STANDARD
MAXIMUM DRY DENSITY OR A DRY DENSITY INDEX OF AT LEAST 75% IN ACCORDANCE WITH THE
GEOTECHNICAL REPORT IN LAYERS OF 250MM LOOSE THICKNESS (PRIOR TO COMPACTION).
13. COMPACTION TESTING TO BE CARRIED OUT AT A MINIMUM OF TWO TESTS PER VERTICAL LIFT
WHERE STRUCTURAL FILL HEIGHTS EXCEED 300MM IN ACCORDANCE WITH AS3798.
CONTRACTOR TO UNDERTAKE ALL EARTHWORKS TESTING IN ACCORDANCE WITH S2 S3 S4 S5
GEOTECHNICAL ENGINEER AND LOCAL AUTHORITY REQUIREMENTS.
14. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN ACCORDANCE WITH
LANDSCAPE DRAWINGS.
15. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING LEVELS.
16. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH APPROVED MANAGEMENT PLANS.
17. CONTRACTOR TO ENSURE SUITABLE EROSION CONTROL MEASURES ARE INSTALLED INCLUDING S1 - DRIVEWAY SECTION VIEW
BUT NOT LIMITED TO SHAKE DOWNS, SILT FENCE ETC IN ACCORDANCE WITH EROSION AND
SEDIMENT CONTROL PLAN.
18. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS OR RETAINING WALLS
(TEMPORARY OR PERMANENT) AS PER RELEVANT AUSTRALIAN STANDARDS AND LEGISLATION.
19. DUST CONTROL MEASURES ARE TO INCLUDE SPRAYING WATER ON UNPAVED ROADS, ACCESS
TRACKS AND STOCKPILES AT A SUFFICIENT LEVEL TO SUPPRESS DUST GENERATION.
ADDITIONALLY CONTRACTORS ARE TO COVER OR ENCLOSE STOCKPILES WHERE REASONABLY
PRACTICAL TO RESTRICT DUST MOVEMENT.
REINSTATE EXISTING RETAINING
20. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS DRAWING, THE WALL TO STRUCTURAL ENGINEERS
CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE WRITTEN CONFIRMATION THAT WORKS CAN SPECIFICATION AS NECESSARY
COMMENCE.
21. ALL EXCAVATIONS ARE TO BE CONDUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE
GEOTECHNICAL ENGINEER AS OUTLINED IN THE GEOTECHNICAL INVESTIGATION REPORT BY
TECTONIC. TEMPORARY UNSURCHARGED CUTS IN LOOSE TO VERY LOOSE SAND TO BE FORMED
AT 1V:2H, AND IN MEDIUM DENSE SAND AT 1V:1H FOR BATTERS UP TO 3M IN HEIGHT. DEEPER SHORING/RETAINING WALL TO
STRUCTURAL ENGINEERS
CUTS ARE TO BE ASSESSED BY THE GEOTECHNICAL ENGINEER. SL
SPECIFICATIONS
22. WHERE THE ABOVE TEMPORARY BATTER SLOPES CAN NOT BE ACHIEVED, TEMPORARY 36
.0
9
SL
SHORING WILL BE REQUIRED UNDER THE ADVICE OF A SPECIALIST SHORING CONTRACTOR. INDICATIVE LOCATION OF EXISTING WATER MAIN.
SL
35
23. EXCAVATIONS IN PROXIMITY TO EXISTING STRUCTURES WILL REQUIRE SPECIFIC DESIGN TO CONTRACTOR TO LOCATE AND LOWER IF REQUIRED
35
.6
0
.4
PREVENT UNDERMINING WHICH SHOULD BE CARRIED OUT BY A SUITABLY QUALIFIED AND TO MAINTAIN MIN 800mm COVER. CONTRACTOR TO
0
LODGE WITH SERVICE PROVIDER AND ALLOW FOR
EXPERIENCED RPEQ STRUCTURAL ENGINEER. ALL ASSOCIATED COSTS.
24. CONTRACTOR'S RPEQ GEOTECHNICAL ENGINEER IS TO CONFIRM THAT ANY CONSTRUCTED
CUT/FILL BATTERS AND RETAINING STRUCTURES ON THE SITE HAVE ACHIEVED ADEQUATE
STABILITY WITH A LONG-TERM FACTOR OF SAFETY AGAINST GEOTECHNICAL FAILURES TO THEIR
SATISFACTION.
SL
FOR BASEMENT LAYOUT REFER TO
SL
32
25. EARTHWORKS LEVELS SHOWN ARE FINISHED SURFACE LEVELS INCLUSIVE OF TOPSOIL LAYER. ARCHITECTURAL PLANS
32
.
57
SL
.4
REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR BUILDING SLAB THICKNESSES AND
0
32
INDICATIVE LOCATION OF EXISTING TELSTRA LINE.
.
SL
00
HYDRAULIC DRAWINGS FOR SUB-FLOOR DRAINAGE FOR DETERMINATION OF REQUIRED BULK CONTRACTOR TO LOCATE AND LOWER IF REQUIRED TO 31 UMEN
EARTHWORKS SURFACE. .2 EXISTING BIT
MAINTAIN MIN 600mm COVER. CONTRACTOR TO LODGE WITH 0 BITUMEN 07/09/21 UPDATED FOR RFI - BRP
26. ANY PRELOADING REQUIRED IS TO OCCUR IN ACCORDANCE WITH THE GEOTECHNICAL SERVICE PROVIDER AND ALLOW FOR ALL ASSOCIATED EXISTING
08/07/21 ISSUED FOR OPW - BRP
SL
ENGINEERS REQUIREMENTS. CONTRACTOR TO ALLOW FOR THE IMPORT AND REMOVAL OF ALL COSTS.
30
NECESSARY MATERIAL TO UNDERTAKE THE PRELOADING OPERATIONS.
.
DATE REVISION MARK CHK
14
KE
SL
C L2
ROLLOVER
R 8.
R
S
27. REFER ARCHITECTURAL DRAWINGS FOR BUILDING SETOUT. 28
O 8
1 IN 6
B
W 0
.8 1 IN 6 PROJECT ENGINEER
IN
50
50
N
3
VE
.
.
O
30
30
F
R
1 IN 6
FL
T
R
FL
O
AD
1 IN 8 2
.0
77
30
.
29
FL
FL
2
.0
3,000L RAINWATER DETENTION
29
FL
TANK TO MANUFACTURERS
SPECIFICATIONS
3.7m 1.5m 4.53m 1.5m 1.35m 1.5m 25.73m
S2 - DRIVEWAY ACCESS SECTION
E [email protected]
SL
A 37 MARY ST NOOSAVILLE, QLD
29
.
50
SL
SL
29
P +61 7 5211 1003
SL
29
.5
SL
SL
0
SL
.4
29
1
29
29
.2
29
S5 - INTERNAL PARKING SECTION
.2
8
.2
EXISTING DRIVEWAY
.2
S4 - EXTERNAL PARKING SECTION CLIENT
2
1 IN 5 3% CROSSFALL
TO BE REMOVED
CONCRETE DRIVEWAY
1 IN 10 TO EXISTIN
G
NOVATO GROUP
6
2
.2
.1
29
29
PROJECT
FL
FL
1.2m 4.3m
INDICATIVE EXISTING BUILDING OUTLINE UNIT DEVELOPMENT
9 BOTTLEBRUSH AVENUE
SL
SL
SL
SL
SL
29
29
30
34
.9
NOOSA HEADS
.9
33
.2
SHORING/RETAINING WALL
7
.0
2
.9
0
SL
225Ø PP STORMWATER PIPE RETAINING WALL TO PARTITION WALL TO BIN TO STRUCTURAL
SL
33
33
.4
STRUCTURAL ENGINEERS ENCLOSURE ENGINEERS SPECIFICATION
.2
TITLE
S3 - DRIVEWAY ACCESS SECTION SPECIFICATION
BULK EARTHWORKS AND
SL
SL
SL
SL
SL
SL
SL
SL
31
31
31
31
29
SL
SL
29
.7
.6
30
.7
.7
29
.9
SL
.9
EXISTING BITUMEN DRIVEWAY
5
5
30
29
SITE SECTIONS
.2
7
.7
2
SL
0
29
.0
.8
4 TO BE REMOVED 1.0m 13.6m 0.5m
0
0
.8
29
0
.6
EXISTING DRIVEWAY
4
1 in 4 TO BE REMOVED CONCRETE DRIVEWAY AREA AND PARKING 1
3% CROSSFALL
G CONCRETE DRIVEWAY AREA AND INTERNAL PARKING/STORE
1 IN 10 TO EXISTIN 0 0
CONCRETE DRIVEWAY .6 .2
0
31 32 0
.5
3,000L TRAFFICABLE RAINWATER .5 PROJECT NO.
30
FL 30 DRAWING NO. STATUS
0
W
3
DETENTION TANK CONNECTED TO
.5
7
.5
TO
0
FL
.6
FL
30
.5
29
29
ROOF WATER 225Ø PP STORMWATER PIPE
30
FL
20210008 C30
FL
OPW
FL
FL
1.2m 4.3m 1.0m 12.42m 1.18m
DRAWN DESIGNED SCALE ISSUE
BRP BRP 1:200 B
Page 7
OP WORKS
LINE OF LEVEL 1 OVER ISSUE
LINE OF LEVEL 1 OVER
DRIVEWAY
LIFT
BASEMENT BASEMENT UP
LIFT
HONED CONCRETE FINISH HONED CONCRETE FINISH
2 3 4 5 7
2 3 4 5 6
UP 2
1 19 1
UP
18 2
17 3 1 19 1
16 4 18 2
17 3
15 5
14 6 16 4
15 5
13 7
14 6
12 8
13 7
11 9
12 8
10
11 9
10
FIRE STAIRS
FIRE STAIRS
STORE 1 STORE 2 STORE 3 STORE 4 STORE 1 STORE 2 STORE 3 STORE 4 STORE 5 STORE 6
STORE 1 STORE 2
PARKING BAY 2 SWEPT PATH IN - B99 PARKING BAY 7 SWEPT PATH IN - B99 EXTERNAL PARKING SPACE SWEPT PATH IN - B99
LINE OF LEVEL 1 OVER
LINE OF LEVEL 1 OVER
DRIVEWAY
LIFT
BASEMENT BASEMENT UP
LIFT
HONED CONCRETE FINISH
HONED CONCRETE FINISH
2 3 4 5 6 7
2
2 3 4 5
UP
UP
1 19 1
1 19 1 18 2
18 2 17 3
17 3 16 4
16 4 15 5
15 5 14 6
14 6 13 7
13 7 12 8
12 8 11 9
11 9 10
10
10
FIRE STAIRS
FIRE STAIRS
STORE 1 STORE 2 STORE 3 STORE 4 STORE 5 STORE 6 STORE 1 STORE 2
STORE 1 STORE 2 STORE 3 STORE 4
PARKING BAY 2 SWEPT PATH OUT - B99 PARKING BAY 7 SWEPT PATH OUT - B99 EXTERNAL PARKING SPACE SWEPT PATH OUT - B99 07/09/21 UPDATE FOR RFI - BRP
07/07/21 ISSUED FOR OPW - BRP
DATE REVISION MARK CHK
PROJECT ENGINEER
TURNING PATH NOTES
5.20
1. TURNING CIRCLES SHOWN USING
B99 VEHICLE AND VERTICAL PATH
SHOWN USING B85 VEHICLE AS
1500 TRANSITION TO BOUNDARY 1500 MM 1350 MM 1500 ROLLOVER EXTERNAL
1 IN 8 1 IN 6 1 IN 6 1 IN 6 PARKING DEFINED BY AS2890.1 PARKING
FACILITIES - OFF STREET CAR 3.05 0.95
PARKING.
2. REFER TO ARCHITECTURAL PLANS B99 Vehicle (Realistic min radius) (2004)
FOR FULL DETAILS OF DRIVEWAY
Overall Length 5.200m E [email protected]
FIRE STAIRS Overall Width 1.940m
AISLE AND PARKING AREA Overall Body Height 1.878m A 37 MARY ST NOOSAVILLE, QLD
DIMENSIONS. Min Body Ground Clearance 0.272m
Track Width 1.840m P +61 7 5211 1003
3. REFER TO ARCHITECTURAL PLANS Lock-to-lock time 4.00s
FOR WHEEL STOP AND BOLLARD Curb to Curb Turning Radius 6.250m
DETAILS WHERE NECESSARY CLIENT
NOVATO GROUP
B99 FOR PARKING SWEPT PATH
PROJECT
4.91
UNIT DEVELOPMENT
9 BOTTLEBRUSH DRIVE,
NOOSA HEADS
0.92 2.8
TITLE
B85 Vehicle (Realistic min radius) (2004)
Overall Length
Overall Width
4.910m
1.870m
TURNING PATH ANALYSIS
Overall Body Height 1.421m
Min Body Ground Clearance 0.159m
Track Width 1.770m
Lock-to-lock time 4.00s
Curb to Curb Turning Radius 5.750m
PROJECT NO. DRAWING NO. STATUS
20210008 C40 OPW
VERTICAL CLEARANCE OF DRIVEWAY SECTION - B85 B85 FOR VERTICAL CLEARANCE
DRAWN DESIGNED SCALE ISSUE
BRP BRP NTS B