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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 EXISTING BUILDING TO STREET LIGHT
BE REMOVED TO BE REMOVED. REMOVAL AND BE DEMOLISHED AND ELECTRICITY MARKER
REPLACEMENT TO BE ARRANGED REINSTATE RETAINING WALL TO 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.
10. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, ROADS
ARRANGE ALL NECESSARY APPLICATIONS AND PERMITS WITH THE
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 1:75 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
EXCEED THE FOLLOWING LIMITS: SEDIMENT CONTROL 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
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
ENVIRONMENTAL OUTCOME BY PROVIDING STORAGE
4. CONSTRUCTION OF ALL SEDIMENT MANAGEMENT DEVICES CONTROLLED, EXPOSED SURFACES TO BE EITHER
DRAWING R-01 REVEGETATION GENERAL.
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
BLANKETS OR TURFED IF EARTHWORKS ARE ESC MAINTENANCE AND CONTROL OF ALL STAGES OF
2.3.
FROM THE IMMINENT RAINFALL AND RUN-OFF.
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. ASSOCIATION AUSTRALASIA (IECA) BEST PRACTICES 9 BOTTLEBRUSH AVENUE
BEST-PRACTICE TIME FRAMES; SEDIMENT FENCE STANDARD DRAWING ESC-02 GRATED STORMWATER
2.4. FLOCCULENT HAS BEEN APPROPRIATELY APPLIED 5.
d. PAVEMENT CONSTRUCTION
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
IN PLACE UNTIL INSTRUCTION IS RECEIVED IN WRITING TITLE
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 1:75 A
Page 4
OP WORKS
ISSUE
LEGEND
3,000L TRAFFICABLE UNDERGROUND
DETENTION TANK CONNECTED TO
2 125X75x3 GALVANISED RHS PIPE 600X600 FIELD INLET PIT CONCRETE DRIVEWAY. 125MM
600X600 FIELD INLET PIT ROOF WATER. 600X600 FIELD INLET PIT
US IL: 29.05m INLET SL: 31.65m 600X600 FIELD INLET PIT THICK N32 WITH SL72 MESH
INLET SL: 30.50m INLET SL: 33.05m
DS IL: 28.79m INLET SL: 35.50m
LENGTH: 6.66m 225mm Ø PP PIPE VERGE TURFED AREA. REFER
225mm Ø PP PIPE 225mm Ø PP PIPE
GRADE: 4.0% US IL: 34.00m ARCHITECTS PLANS.
KERB CONNECTION AS PER US IL: 30.45m US IL: 31.85m
DS IL: 32..23m
NSC STD DWG RS-081 DS IL: 29.64m DS IL: 30.77m ROOF WATER CONNECTION LENGTH: 11.02m
LENGTH: 5.93m LENGTH: 12.13m TO HYDRAULIC ENGINEERS GRADE: 16.5% STORMWATER PIT
GRADE: 14.0% GRADE: 9.0% SPECIFICATION.
STORMWATER PIPE
TURFED CATCH DRAIN
RAINWATER DETENTION TANK
RESIDENTIAL DRIVEWAY
ACCESS. REFER TO NSC STD
DWGS RS-049 & RS-050
CONTRACTOR TO POTHOLE AND
LOCATE SERVICES BELOW TO
LOWER AS REQUIRED TO
ENSURE MIN COVER. ALLOW FOR
ALL ASSOCIATED COSTS
BIN STORE. PROVIDE BUNDED
PROVIDE TURFED CATCH
WASH DOWN AREA TO HYDRAULIC
DRAIN AS PER INSET
ENGINEERS SPECIFICATIONS
REINSTATE UPRIGHT KERB AND
MAKE CLEAN MATCH TO EXISTING
CONNECT WATER METER TO
HYDRAULIC ENGINEERS
SPECIFICATION
ROADWORKS AND DRAINAGE NOTES SPECIFICATION, AND LOCAL AUTHORITY GUIDELINES AND SPECIFICATIONS. WHERE STRUCTURES 2.1. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2007 UNLESS NOTED OTHERWISE.
EXCEED MAXIMUM DEPTH AS IDENTIFIED WITHIN STANDARD DRAWINGS THE CONTRACTOR WILL 2.2. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO EDGE OF SIGN: 08/07/21 ISSUED FOR OPW - BRP
1. REFER HYDRAULIC DRAWINGS FOR BUILDING DRAINAGE DETAILS. ENSURE AN ADEQUATE STRUCTURAL DESIGN IS UNDERTAKEN FOR THE SUBJECT STRUCTURE TO 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 BE CONSTRUCTED TO. MOUNTABLE KERB 500 FROM FACE OF KERB.
DRAINAGE PIPES INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTION AND TESTING TO BE IN 16. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES COMPLY WITH THE MAXIMUM DEPTH 2.3. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING TRAFFIC AT 45° TO KERB PROJECT ENGINEER
ACCORDANCE WITH NOOSA SHIRE COUNCIL DEVELOPMENT GUIDELINES, DRAWINGS AND SPECIFIED IN THE PROJECT SPECIFICATION OR LOCAL AUTHORITY FROM FINISHED SURFACE OR CARRIAGEWAY EDGE. ALL OTHER SIGNS TO BE TURNED AWAY BY 5° FROM THE NORMAL
SPECIFICATIONS. LEVEL TO UNDERSIDE OF ROOF SLAB. ANY NON CONFORMANCE IS TO BE RECTIFIED AT THE TO APPROACHING HEADLIGHT.
3. ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE LINES INTERNAL TO THE SITE CONTRACTORS EXPENSE. 3. SIGN SUPPORTS
BOUNDARIES) CONSTRUCTED AND TESTED TO BE IN ACCORDANCE WITH RELEVANT AUSTRALIAN 17. ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH ARCHITECTURAL/LANDSCAPING 3.1. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS WHERE THEY ARE IN A
STANDARDS. DRAWINGS AND RELEVANT AUTHORITY STANDARD DRAWINGS AND SPECIFICATIONS. FOOTPATHS PAVED SURFACE.
4. DRAINAGE PITS TO BE PROVIDED WITH Ø150 STUB FOR FUTURE HYDRAULIC CONNECTION TO BE TO BE CONSTRUCTED WITH MAXIMUM 2.5% CROSSFALL. SHOULD CONSTRUCTED FOOTPATHS 4. LINEMARKING
MINIMUM 50mm ABOVE INVERT OF PIT. EXCEED 2.5% CROSSFALL, THE CONTRACTOR WILL BE REQUIRED TO RECTIFY BY REMOVING AND 4.1. REDUNDANT LINEMARKING IS TO BE GROUND OFF.
5. ALL STORMWATER DRAINAGE PIPES INTERNAL TO SITE SHALL BE: REPLACING AT THEIR COST. 4.2. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE.
a) Ø225 PP BLACKMAX OR APPROVED EQUIVALENT. 18. WHERE A STORMWATER DRAINAGE TRENCH HAS BEEN CONSTRUCTED LONGITUDINALLY IN THE
b) Ø450 TO Ø600 PP SN8 RUBBER RING JOINTED, BLACKMAX OR APPROVED EQUIVALENT. ROAD, THEN THE FINAL PAVEMENT SURFACE REPAIR WIDTH IS TO MATCH THE EXISTING LANE E [email protected]
6. ALL STORMWATER DRAINAGE PIPES EXTERNAL TO SITE SHALL BE Ø300 AND GREATER CLASS 2 WIDTH AND TERMINATE 50mm CLEAR OF THE ROAD CENTERLINE OR LANE LINE LINEMARKING TO
OR 3 R.C. RUBBER RING JOINTED ALLOW FOR THE BITUMEN EMULSION JOINT SEAL. REINSTATEMENT OF SURFACE ADJACENT TO A 37 MARY ST NOOSAVILLE, QLD
THE KERB OR ROAD PAVEMENT EDGE TO EXTEND FULLY TO THE KERB LINE OR EDGE OF
7. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO RELEVANT AUSTRALIAN STANDARDS
PAVEMENT. P +61 7 5211 1003
INCLUDING BUT NOT LIMITED TO AS4058 AND AS1992.
8. STORMWATER DRAINAGE AND STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS 19. THE CONTRACTOR IS TO CONFIRM THE LOCATION OF SERVICE CONDUITS WITH THE
CLIENT
ONLY. CONTRACTOR TO CONSIDER CONSTRUCTION LOADINGS AND ENSURE NO EXCESSIVE SUPERINTENDENT PRIOR TO LAYING STORMWATER DRAINAGE. ALL TRENCH EXCAVATION AND
LOADS ARE PLACED ON STORMWATER DRAINAGE OR STRUCTURES. CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE QUEENSLAND WORKPLACE
HEALTH AND SAFETY ACT 2011.
NOVATO GROUP
9. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING STORMWATER DRAINAGE WHERE TURFED CATCH DRAIN
CONNECTING ON TO EXISTING. 20. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE KERB AND CHANNEL INCLUDING ANY
PROJECT
ASSOCIATED PIPEWORK ACROSS THE FOOTWAY AND REINSTATE THE KERB AND CHANNEL AND Upstream Catchment
10. CONTRACTOR TO NOTIFY THE SUPERINTENDENT OF ANY UNSUITABLE FOUNDING MATERIAL
WITHIN DRAINAGE TRENCH OR STORMWATER STRUCTURES AND AWAIT DIRECTION PRIOR TO THE FOOTWAY AREA IN ACCORDANCE WITH COUNCIL GUIDELINES.
NOTE:
Area = 750m² UNIT DEVELOPMENT
21. ROADBASE MATERIAL SHOULD BE PLACED IN LAYERS AT LEAST 75 MM THICK BUT NOT EXCEEDING tc = 5 mins
LAYING OF PIPES.
11. WHERE KERB ADAPTORS ARE TO BE LOCATED ADJACENT TO FOOTPATH CONTRACTOR TO 150 MM IN THICKNESS, AND COMPACTED TO A MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY
EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN fi = 0.75 (assumed) 9 BOTTLEBRUSH AVENUE
DENSITY AS DETERMINED IN ACCORDANCE WITH AUSTRALIAN STANDARD AS1289.6.2. Qmax (1% AEP) = 0.07m³/s
INSTALL 125mm x 75mm x 3mm HOT DIPPED GALVANISED RHS FROM EACH KERB ADAPTOR TO
PROPERTY BOUNDARY. 22. CONTRACTOR TO UNDERTAKE ROADWORKS TESTING IN ACCORDANCE WITH NOOSA SHIRE
DRAWINGS, ALL IN-GROUND SERVICES WITHIN THE PROPERTY
BOUNDARY INCLUDING BUT NOT LIMITED TO: STORMWATER 200mm
NOOSA HEADS
12. TRENCH BACKFILL UNDER PAVEMENT TO BE COMPACTED TO 100% STANDARD DRY DENSITY COUNCIL GUIDELINES, DRAWINGS AND SPECIFICATIONS. 1V:2H Sf = 3%
DRAINAGE, SEWERAGE, WATER, GAS, ELECTRICAL AND TITLE
(AS1289 5.1.1) IN LAYERS NOT EXCEEDING 150mm OF CBR 15 MATERIAL OR APPROVED 23. CONCRETE TO BE 125MM THICK (EXCLUDING FINISHED TREATMENTS) N32 IN ACCORDANCE WITH Hydraulic Radius = 0.15m
COMMUNICATIONS TO BE SAFELY BE DISCONNECTED, REMOVED
AS1379 AND AS3600. SL72 MESH MIN 50MM TOP COVER TO AS1304. MIN 100MM BASE COURSE Mannings n (QUDM - grass channel) = 0.035
EQUIVALENT. TRENCH BACKFILL IN ROADS TO BE MINIMUM CBR15 MATERIAL UP TO ROAD
SUBGRADE LEVEL. WHERE SUBGRADE CBR <=6.
FROM SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO
ARRANGE ALL NECESSARY APPLICATIONS AND PERMITS WITH THE
300mm V = 1.42m/s ROADS AND DRAINAGE
13. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS TO BE CLASS "D" IN ACCORDANCE
WITH AS3996. STANDARD SIGNS AND LINE MARKING NOTES
RELEVANT AUTHORITIES. SERVICES TO BE CAPPED IN
ACCORDANCE WITH RELEVANT SERVICE PROVIDER Area Catch Drain = 0.1m² LAYOUT PLAN
14. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT BE LOOSE OR MOVE UNDER 1. GENERAL Area required (Qmax/V) = 0.05m²
SPECIFICATIONS AND STANDARD DETAILS
WHEEL LOADS. 1.1. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH THE QUEENSLAND
15. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT TRANSPORT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CURRENT EDITION).
2. SIGNS PROJECT NO. DRAWING NO. STATUS
20210008 C20 OPW
DRAWN DESIGNED SCALE ISSUE
BRP BRP 1:75 A
Page 5
EARTHWORKS NOTES
EARTHWORKS GRADING OP WORKS
1. FOR GENERAL NOTES REFER DWG C01, WHICH IS TO BE REQUESTED AND ISSUE
VIEWED PRIOR TO COMMENCEMENT OF CONSTRUCTION IF NOT SUPPLIED.
2. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 100MM S2 S3 S4
OVER THE EXTENT OF THE WORKS UNLESS DIRECTED OTHERWISE AND
STOCKPILED FOR FUTURE USE AS NON-STRUCTURAL FILL IF REQUIRED, OR
REMOVE FROM SITE.
3. WHERE SITE TOPSOIL IS TO BE RESPREAD ON SITE, CONTRACTOR TO
ALLOW TO SCREEN THE TOPSOIL OF ALL UNSUITABLE AND OVERSIZED EARTHWORKS CUT
MATERIAL. ALL UNSUITABLE MATERIAL GENERATED FROM SCREENING TO BE
REMOVED FROM SITE AT CONTRACTORS EXPENSE.
4. CONTRACTOR TO ALLOW FOR ALL COSTS ASSOCIATED WITH ROCK 29.01 30.80 30.80
EXCAVATION WITHIN CONTRACT RATES.
5. COMPACT THE EXPOSED SUBGRADE OR LOOSE TOP LEVEL MATERIAL TO A EARTHWORKS FILL
MINIMUM 98% STANDARD MAXIMUM DRY DENSITY TO AS1289 5.1.1. ANY 'SOFT
SPOTS' IDENTIFIED BY THE PROOF ROLLING SHALL BE REMOVED AND S1 S1
REPLACED WITH A COMPACTED IMPORTED GENERAL FILL MATERIAL TO THE
ABOVE COMPACTION REQUIREMENTS.
6. IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND COMPACTED FINISHED EARTHWORKS LEVEL
WHERE NECESSARY TO OBTAIN SUBGRADE/PLATFORM LEVEL. IMPORTED
GENERAL FILL MATERIAL SHALL BE CLEAN GRADED MATERIAL FREE OF
29.01
ORGANIC MATTER AND STONES GREATER THAN 150mm AND CAPABLE OF
BEING COMPACTED INTO COHERENT FILLING TO THE SPECIFIED STANDARD.
THE MATERIAL SHALL HAVE A LINEAR SHRINKAGE NOT GREATER THAN 8%
AND A MINIMUM C.B.R. OF 10%.
7. 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.
8. REFER ARCHITECT/LANDSCAPE ARCHITECT DRAWINGS FOR CONFIRMATION
OF RETAINING WALL COLOUR AND FINISH.
9. ALL RETAINING WALL STRUCTURAL DESIGN AND CONSTRUCTION
CERTIFICATION BY MANUFACTURER / INSTALLER.
10. 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 OPERATIONS HAVE BEEN
CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS
AND THE CONTROLLED FILL IS SUITABLE FOR PURPOSE WITH A MINIMUM
150KPA BEARING CAPACITY UNDER THE PLATFORM/STRUCTURES.
30.80 30.80
11. ALL EARTHWORKS FILL AND EXCAVATED AREAS SHALL BE COMPACTED TO
98% STANDARD MAXIMUM DRY DENSITY (AS 1289 5.1.1) IN LAYERS NOT
30.80
EXCEEDING 150MM COMPACTED THICKNESS.
12. THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL PROVIDE
CERTIFICATION THAT ALL GENERAL EARTHWORKS OPERATIONS HAVE BEEN
CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS.
13. CONTRACTOR TO UNDERTAKE ALL EARTHWORKS TESTING TO COMPLY WITH
THE PROJECT SPECIFICATION AND LOCAL AUTHORITY REQUIREMENTS.
14. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN
ACCORDANCE WITH LANDSCAPE DRAWINGS. S2 S3 S4
15. FINISHED EARTHWORKS SURFACES TO BE STABILISED
16. ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE
CONTENT.
17. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING.
18. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH APPROVED
MANAGEMENT PLANS. S1 - DRIVEWAY SECTION VIEW
19. CONTRACTOR TO ENSURE SUITABLE EROSION CONTROL MEASURES ARE
INSTALLED INCLUDING BUT NOT LIMITED TO SHAKE DOWNS, SILT FENCE ETC.
20. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS OR
RETAINING WALLS (TEMPORARY OR PERMANENT) AS PER RELEVANT
AUSTRALIAN STANDARDS AND LEGISLATION.
21. 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
REINSTATE EXISTING RETAINING
ARE TO COVER OR ENCLOSE STOCKPILES WHERE REASONABLY PRACTICAL
WALL TO STRUCTURAL ENGINEERS
TO RESTRICT DUST MOVEMENT. SPECIFICATION AS NECESSARY
22. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS
DRAWING, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE WRITTEN
CONFIRMATION THAT WORKS CAN COMMENCE.
23. ALL BATTERS TO BE KEYED/STEPPED INTO EXISTING MATERIAL AS DIRECTED
BY GEOTECHNICAL ENGINEER. CONTRACTOR TO ALLOW FOR ALL
KEYING/STEPPING AS REQUIRED. RETAINING WALL TO STRUCTURAL
ENGINEERS SPECIFICATIONS
SL
24. ALL TEMPORARY AND FINAL BATTER SLOPES ARE TO BE INSPECTED AND
36
APPROVED BY GEOTECHNICAL ENGINEER. CERTIFICATION OF LONG TERM INDICATIVE LOCATION OF EXISTING WATER MAIN.
.0
SL
9
SL
CONTRACTOR TO LOCATE AND LOWER IF REQUIRED
35
STABILITY TO BE PROVIDED BY GEOTECHNICAL ENGINEER PRIOR TO
35
.6
TO MAINTAIN MIN 800mm COVER. CONTRACTOR TO
0
.4
PRACTICAL COMPLETION.
0
LODGE WITH SERVICE PROVIDER AND ALLOW FOR
25. CONTRACTOR'S RPEQ GEOTECHNICAL ENGINEER IS TO CONFIRM THAT ALL ALL ASSOCIATED COSTS.
CONSTRUCTED CUT/FILL BATTERS AND RETAINING STRUCTURES ON THE RESIDENTIAL DRIVEWAY ACCESS
SITE HAVE ACHIEVED ADEQUATE STABILITY WITH A LONG-TERM FACTOR OF REFER TO NSC STD DWGS RS-049 & RS-050
SAFETY GREATER THAN OR EQUAL TO 1.5 AGAINST GEOTECHNICAL
FAILURES. FOR BASEMENT LAYOUT REFER TO
SL
SL
26. EARTHWORKS LEVELS SHOWN ARE FINISHED SURFACE LEVELS INCLUSIVE
32
ARCHITECTURAL PLANS
32
.5
SL
.4
7
OF TOPSOIL LAYER. REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR
0
INDICATIVE LOCATION OF EXISTING TELSTRA LINE.
32
BUILDING SLAB THICKNESSES AND HYDRAULIC DRAWINGS FOR SUB-FLOOR
.0
CONTRACTOR TO LOCATE AND LOWER IF REQUIRED TO
0
SL
UMEN
DRAINAGE FOR DETERMINATION OF REQUIRED BULK EARTHWORKS MAINTAIN MIN 600mm COVER. CONTRACTOR TO LODGE WITH EXISTING BIT
31
BITUMEN
SERVICE PROVIDER AND ALLOW FOR ALL ASSOCIATED EXISTING
.2
SURFACE.
0
COSTS. BRP
27. EARTHWORKS LEVELS SHOWN ARE FINISHED SURFACE LEVELS INCLUSIVE 08/07/21 ISSUED FOR OPW -
SL
RO LLOVER
30
OF 100mm TOPSOIL LAYER. DATE REVISION MARK CHK
.1
4
28. FOR DETAILED GEOTECHNICAL INFORMATION, REFER GEOTECHNICAL MAX
0
0
1 in 4
.0
.0
PROJECT ENGINEER
31
31
INVESTIGATION REPORT. IT IS RECOMMENDED THAT THE GEOTECHNICAL
SL
1 in 6
FL
FL
28
CONSULTANT BE CONTACTED TO CONFIRM THE SOIL CONDITIONS PRIOR TO 1 in 20 SHORING / STEPPED BATTERING OF
.8
6
1 in 40
3
EARTHWORKS COMMENCING. EARTHWORKS TO GEOTECHNICAL
.4
1 in 8
29
1
ENGINEERS SPECIFICATION
.2
29. WHERE NOMINATED ON THE PROJECT DRAWINGS, PRELOADING IS TO
FL
29
8
2
.0
.0
FL
29
OCCUR IN ACCORDANCE WITH THE PROJECT DRAWINGS, PROJECT
29
3,000L RAINWATER DETENTION
FL
FL
SPECIFICATION AND GEOTECHNICAL REPORT. CONTRACTOR TO ALLOW FOR TANK TO MANUFACTURERS
THE IMPORT AND REMOVAL OF ALL NECESSARY MATERIAL TO UNDERTAKE SPECIFICATIONS
1.5m 2.0m 2.53m 1.5m 4.67m 1.5m 22.11m
THE PRELOADING OPERATIONS. CONTRACTOR TO ALLOW TO INSTALL
SETTLEMENT PLATES AT LOCATIONS NOMINATED BY THE GEOTECHNICAL
ENGINEER AND ALLOW FOR WEEKLY MONITORING AND REPORTING BY
SURVEY. PRELOAD IS NOT TO BE REMOVED UNTIL DIRECTED BY THE E [email protected]
SUPERINTENDENT.
30. REFER ARCHITECTURAL DRAWINGS FOR BUILDING SETOUT.
A 37 MARY ST NOOSAVILLE, QLD
P +61 7 5211 1003
CLIENT
S2 - DRIVEWAY ACCESS SECTION S3 - VISITOR PARKING SECTION S4 - RESIDENT PARKING SECTION
NOVATO GROUP
PROJECT
SHORING OF EARTHWORKS
TO GEOTECHNICAL SHORING OF EARTHWORKS
UNIT DEVELOPMENT
1.2m BOUNDARY WALL
ENGINEERS SPECIFICATION TO GEOTECHNICAL
ENGINEERS SPECIFICATION 9 BOTTLEBRUSH AVENUE
INDICATIVE EXISTING BUILDING OUTLINE
NOOSA HEADS
SL
SL
29
PARTITION WALL TO BIN
29
SL
.5
SL
SL
.4
ENCLOSURE
29
225Ø PP STORMWATER PIPE
29
29
TITLE
.3
.2
SL
.2
EXISTING DRIVEWAY
SL
RETAINING WALL TO
34
BA TT
33
ER TO BE REMOVED RETAINING WALL TO
.0
TO
CONCRETE DRIVEWAY STRUCTURAL ENGINEERS
.9
SL
BULK EARTHWORKS AND
EX
ISTIN
1:10 TO EXISTING STRUCTURAL ENGINEERS
SL
G
SL
SL
SPECIFICATION
33
SL
SL
SPECIFICATION
33
.4
31
31
EXISTING BITUMEN
31
31
.2
.7
.6
.7
.7
SITE SECTIONS
TO BE REMOVED
5
5
7
7
.9
.9
28
28
FL
FL
1.2m 4.3m CONCRETE DRIVEWAY AREA AND VISITOR PARKING
0
0
0
.6
.2
.0
3,000L TRAFFICABLE RAINWATER 1.0m 13.6m 0.5m
31
32
31
PROJECT NO. DRAWING NO. STATUS
FL
W
DETENTION TANK CONNECTED TO
FL
CONCRETE DRIVEWAY AREA AND RESIDENT PARKING/STORE
0
TO
.0
ROOF WATER
31
20210008 C30 OPW
FL
0
0
1.0m 12.41m 1.68m 225Ø PP STORMWATER PIPE
.0
.0
31
31
DRAWN DESIGNED SCALE ISSUE
FL
FL
BRP BRP 1:100 A
Page 6
OP WORKS
LINE OF LEVEL 1 OVER ISSUE
LINE OF LEVEL 1 OVER
DRIVEWAY
LIFT
UP
LIFT
HONED CONCRETE FINISH
HONED CONCRETE FINISH
2 3 4 5
2 3 4 5 6 7
UP 2
1 19 1
UP
18 2
17 3 1 19 1
18 2
16 4
17 3
15 5
14 6 16 4
15 5
13 7
14 6
SHARED VISITOR, 12 8
13 7
11 9
SCOOTER & M'BIKE 10 SHARED VISITOR, 12 8
11 9
SCOOTER & M'BIKE
FIRE STAIRS 10
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
PARKING BAY 2 SWEPT PATH IN - B99 PARKING BAY 7 SWEPT PATH IN - B85 SHARED PARKING SPACE SWEPT PATH IN - B99
LINE OF LEVEL 1 OVER
LINE OF LEVEL 1 OVER
DRIVEWAY
LIFT
LIFT UP
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
SHARED VISITOR, 12 8
SHARED VISITOR, 12 8 11 9
11 9 0 SCOOTER & M'BIKE
SCOOTER & M'BIKE 10
10
FIRE STAIRS
FIRE STAIRS
STORE 1 STORE 2 STORE 3 STORE 4 STORE 5 STORE 6 STORE 1 STOR
STORE 1 STORE 2 STORE 3 STORE 4
PARKING BAY 2 SWEPT PATH OUT - B99 PARKING BAY 7 SWEPT PATH OUT - B85 SHARED PARKING SPACE SWEPT PATH OUT - B99
07/07/21 ISSUED FOR OPW - BRP
DATE REVISION MARK CHK
PROJECT ENGINEER
TURNING PATH NOTES
4.91
1. TURNING CIRCLES AND VERTICAL
PATH SHOWN TO A MINIMUM B85
VEHICLE AS DEFINED BY AS2890.1
1500 TRANSITION 1500 PATH ZONE TO BOUNDARY 1500 MM 3745 MM 1500 ROLLOVER SHARED VISITOR PARKING FACILITIES - OFF STREET
1:8 1:40 1:6 MAX 1:6 MAX 1:4 MAX PARKING CAR PARKING. 0.92 2.8
2. REFER TO ARCHITECTURAL PLANS
FOR FULL DETAILS OF DRIVEWAY
AISLE AND PARKING AREA
B85 Vehicle (Realistic min radius) (2004) E [email protected]
Overall Length 4.910m
FIRE STAIRS
DIMENSIONS. Overall Width
Overall Body Height
1.870m
1.421m
A 37 MARY ST NOOSAVILLE, QLD
3. REFER TO ARCHITECTURAL PLANS
Min Body Ground Clearance 0.159m P +61 7 5211 1003
FOR WHEEL STOP AND BOLLARD Track Width 1.770m
DETAILS WHERE NECESSARY Lock-to-lock time 4.00s
Curb to Curb Turning Radius 5.750m CLIENT
NOVATO GROUP
PROJECT
5.20 UNIT DEVELOPMENT
9 BOTTLEBRUSH DRIVE,
NOOSA HEADS
3.05 0.95
TITLE
B99 Vehicle (Realistic min radius) (2004)
Overall Length
Overall Width
Overall Body Height
5.200m
1.940m
1.878m
TURNING PATH ANALYSIS
Min Body Ground Clearance 0.272m
Track Width 1.840m
Lock-to-lock time 4.00s
Curb to Curb Turning Radius 6.250m
PROJECT NO. DRAWING NO. STATUS
20210008 C40 OPW
VERTICAL CLEARANCE OF DRIVEWAY SECTION - B85
DRAWN DESIGNED SCALE ISSUE
BRP BRP NTS A