Original source · versioned page text
2499 - 33 Pavilion St, Pomona - Revised Civil Drawings_Optimized
Original PDF page 2, section 1. The text section number identifies this passage in the reader.
GENERAL NOTES EARTHWORKS AND PAVEMENT DRAINAGE NOTES
GN1. ALL DIMENSIONS AND SET OUT POINTS ARE TO THE KERB LINE OF THE CONSTRUCTION NOTES (CONT.) DN1. 1.5m WIDE EASEMENTS SHALL BE CREATED OVER ALL INTER-ALLOTMENT
SPECIFIED KERB TYPE. REFER LOCAL AUTHORITIES STANDARD DRAWINGS FOR DRAINAGE LINES UNO.
KERB TYPE DETAILS.
EW8. ANY IMPORTED FILLING MATERIAL REQUIRED TO MAKE UP SHORTFALLS IN DN2. PIPE BEDDING AND BACKFILL ARE IN ACCORDANCE WITH LOCAL AUTHORITIES
QUANTITIES SHALL BE CLEAN SOIL MATERIAL FREE FROM TOPSOIL, REFERENCED SPECIFICATION AND/OR STANDARD DRAWINGS.
GN2. FINAL LOCATIONS OF CONDUITS SHALL BE PROVIDED WHEN AVAILABLE FROM
VEGETABLE MATTER AND OTHER DELETERIOUS MATERIAL. THE FILLING
SERVICE AUTHORITIES. (IF REQUIRED).
SHALL BE FREE FROM COBBLES OR ROCKS IN EXCESS OF 100mm NOMINAL DN3. STORMWATER PIPE MATERIALS ARE TO BE:
GN3. ALL CONSTRUCTION SHALL JOIN SMOOTHLY TO EXISTING. SIZE. THE MATERIAL SHALL HAVE A MINIMUM SOAKED CBR 15 UNLESS · UPVC DRAINAGE PIPE, MINIMUM CLASS SN8;
OTHERWISE APPROVED BY THE SUPERINTENDENT. · R.C.P. RUBBER RING JOINTED, MINIMUM CLASS "2" ;
GN4. NOTIFY ALL RELEVANT AUTHORITIES PRIOR TO COMMENCEMENT OF WORK · F.R.C. PIPE RUBBER RING JOINTED, MINIMUM CLASS "X", OR;
WITHIN EXISTING ROAD RESERVES. EW9. ALL FILLING SHALL BE PLACED IN MAXIMUM 200mm LOOSE LAYER
THICKNESS WITH EACH LAYER COMPACTED TO AT LEAST 98% COMPACTING DN4. STORMPRO (PPE, RRJ, MINIMUM CLASS SN8), OR APPROVED EQUIVALENT, MAY BE
GN5. THE CONTRACTOR SHALL CONTACT ALL RELEVANT SERVICE AUTHORITIES FOR AS MEASURED BY THE STANDARD METHOD DESCRIBED IN AS 1289. ACCEPTED WITH SITE SPECIFIC COUNCIL APPROVAL. TRENCH WIDTHS AND
DETAILED LOCATION AND LEVEL OF SERVICES PRIOR TO COMMENCEMENT OF BACKFILL MATERIAL SHALL BE IN ACCORDANCE WITH IPWEAQ STANDARD
WORKS AND THE SITE. ANY DAMAGE TO EXISTING SERVICES SHALL BE EW10. REFER TO THE GEOTECHNICAL REPORT REGARDING REMOVAL AND DRAWING DS-030 AND AS2566.2. COMPACTION OF BEDDING AND BACKFILL
RECTIFIED AT THE CONTRACTORS EXPENSE. REPLACEMENT OF EXISTING FILLING MATERIAL. THIS NOTE SHALL APPLY TO MATERIAL SHALL BE MINIMUM 90% MMDD IN ACCORDANCE WITH AS2566.2. HDPE
THE SUBGRADE UNDER ALL ROADS, DRIVEWAYS AND FILL BATTERS. PIPES SHALL BE OVALITY TESTED PRIOR TO ON MAINTENANCE WITH COUNCIL, TO
GN6. ALL WORK SHALL CONFORM WITH THE RELEVANT LOCAL AUTHORITY'S FOLLOWING THE SITE STRIP AND DRIVEWAY SET OUT THE ENGINEER SHALL DEMONSTRATE <7.5% DEFORMATION.
SPECIFICATIONS AND REQUIREMENTS. BE CALLED TO SITE TO DETERMINE THE PRESENCE OF ANY EXISTING FILL
UNDER DRIVEWAYS AND ASSOCIATED BATTERS. PROVIDE A BACKHOE FOR DN4. UPVC PIPES ARE EITHER RUBBER RING JOINTED OR SOLVENT WELD JOINTED.
THE TEST PIT EXPLORATION. THE ENGINEER MAY DIRECT EXISTING LOOSE STANDARD MANUFACTURER'S FITTINGS ARE USED IN BOTH CASES.
CLEARING OF VEGETATION FILL TO BE REMOVED AND RE-COMPACTED.
DN5. FRC AND RCP SYSTEMS ARE CONSTRUCTED BY EMBEDDING THE LOWER PRECAST
VE1. NO CLEARING SHALL BE CARRIED OUT BEYOND THE EXTENT EW11. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND SECTION INTO A WET CAST-INSITU CONCRETE BASE. CUT OUTS FOR PIPE
OF EARTHWORKS OR WHERE NECESSARY FOR SERVICES FULLY OPERATIONAL BEFORE COMMENCING UP-SLOPE EARTHWORKS. PENETRATIONS ARE MADE USING CONCRETE SAWS/DRILLS WHILE MINIMIZING
CONSTRUCTION WITHOUT THE WRITTEN APPROVAL OF THE
DAMAGE TO THE ADJACENT PIPE MATERIALS.
SUPERINTENDENT. EW12. ALL EXISTING UNDERGROUND SERVICES TO BE LOCATED AND MARKED
PRIOR TO COMMENCING EARTHWORKS. DN6. LIDS TO CAST-IN-SITU MANHOLES ARE LIGHT DUTY, CLOSE FITTING BOLT DOWN
VE2. MILLABLE LOGS ARE TO BE REMOVED FOR SAWMILLING.
CAST IRON OR GALVANISED STEEL, CONCRETE INFILL TYPE (GATIC LIGHT DUTY,
EW13. FILL DENSITY TESTING SHALL CONFORM TO THE FOLLOWING: POLYCRETE BROADSTEL OR SIMILAR) OF APPROXIMATELY THE SAME INTERNAL
VE3. SUITABLE MATERIAL IS TO BE MULCHED FOR REUSE ON SITE. a. 1 TEST PER 500 cu.m - GENERALLY DIMENSIONS AS THE MANHOLE.
b. 1 TEST PER 2 LAYERS PER 40m - TRENCH BACKFILL
EARTHWORKS AND PAVEMENT DN7. ALL STEEL GRATES AND FRAMES TO BE HOT DIPPED GALVANIZED AND SHALL BE
EW14. PLACEMENT OF FILL SHALL CONFORM TO THE FOLLOWING MINIMUM DRY CYCLE PROOF IN ACCORDANCE WITH AS 3996.
CONSTRUCTION NOTES DENSITY RATIO (M.D.D.R.) COMPACTION STANDARDS:
c. ALLOTMENTS = 98% STD DN8. LIDS MATCH FINISHED SURFACE GROUND SLOPE AND SIT PROUD AS SHOWN ON
EW1. THE CONTRACTOR SHALL PROVIDE CERTIFICATION FROM A RPEQ QUALIFIED d. ROAD VERGES/EMBANKMENTS = 98% STD THE LOCAL AUTHORITIES STANDARD AND ARE MARKED "STORMWATER"
ENGINEER THAT THE WHOLE OF THE EARTHWORKS AND GEOTECHNICAL e. PAVEMENT SUBGRADE = 100% STD FOR NON-COHESIVE IMPRESSED INTO THE CONCRETE INFILL. INFILL CONCRETE IS CLASS N25.
SUPERVISION COMPLIES WITH AS3798 FOR MATERIALS, M.D.D.R. = 80%
DN09. UPVC PIPE AND KERB ADAPTORS ARE USED WHERE DISCHARGE IS INTO THE KERB
EW2. THE CONTRACTOR SHALL REFER TO GEOTECHNICAL INVESTIGATION EW15. ALL ALLOTMENTS OR AREAS SUBJECT TO EARTHWORKS ARE TO BE FREE AND CHANNEL.
REPORT - (IF AVAILABLE) DRAINING WITH A MINIMUM SLOPE OF 1:100.
DN10. INTER-ALLOTMENT DRAINAGE LINES ARE LOCATED 0.5 METRES FROM REAR OR
EW3. ALL EXISTING UNDERGROUND SERVICES TO BE LOCATED AND MARKED PRIOR EW16. ALL EXISTING GRASSED AREAS DISTURBED DURING CONSTRUCTION SHALL SIDE BOUNDARIES WITHIN THE PROPERTIES SERVED.
TO COMMENCING EARTHWORKS. BE TOP SOILED TO A MINIMUM DEPTH OF 100mm AND TURFED OR SEEDED
WITH A MINIMUM STRIKE RATE OF 80% PRIOR TO ANY 'ON MAINTENANCE' DN11. MATERIALS AND CONSTRUCTION ARE IN ACCORDANCE WITH COUNCIL'S
EW4. THE LIMITS OF CUTTING AND FILLING SHALL BE GENERALLY AS SHOWN ON THE INSPECTION. STANDARD SPECIFICATION FOR STORMWATER DRAINAGE.
DRAWINGS. THE CONTRACTOR SHALL SET OUT THESE LIMITS FOR INSPECTION
BY THE ENGINEER PRIOR TO CONSTRUCTION. AMENDMENTS TO EARTHWORKS EW17. ALL TEMPORARY STOCKPILES (IF APPLICABLE) TO HAVE 1:6 MAXIMUM SIDE DN12. THE CONTRACTOR SHALL CONFIRM ALL LEVELS BEFORE COMMENCING WORK.
AND FINISHED SURFACE CONTOURS MAY BE ADJUSTED BY THE WRITTEN BATTERS (GRASS SEEDED).
DIRECTION OF THE ENGINEER DURING CONSTRUCTION. DN13. THE CONTRACTOR SHALL CONTACT ALL RELEVANT AUTHORITIES AND LOCATE
ALL SERVICES BEFORE COMMENCING WORK.THE CONTRACTOR SHALL BE
EW5. SITE PREPARATION: ROADWORKS NOTES RESPONSIBLE FOR ANY DAMAGE CAUSED TO SERVICES BY THE WORKS
a. STRIP TOPSOIL MIN 150 OR MORE AS REQUIRED TO REMOVE ALL IRRESPECTIVE OF WHETHER THE SERVICES ARE SHOWN ON THE DRAWINGS OR
RD1. THE CONTRACTOR SHALL ESTABLISH THE LOCATION, LINE & LEVEL OF ALL PUBLIC
VEGETABLE MATTER TO THE BASE OF THE SUB GRADE. NOT.
& PRIVATE UTILITY SERVICES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION.
WHERE UTILITY SERVICES ARE SHOWN ON THE PLANS, THEY ARE SHOWN FOR
b. FURTHER EXCAVATE IF REQUIRED TO BOX OUT TO MINIMUM PAVEMENT
THICKNESS. REMOVE AND RE-COMPACT FILL AS PER GEOTECHNICAL
THE INFORMATION OF THE CONTRACTOR ONLY. THE PRINCIPAL SHALL NOT BE UNDERGROUND SERVICES
LIABLE FOR ANY OMISSION OF SERVICES FROM THE PLANS OR THE ACCURACY OF
REPORT NOTE ON THIS DRAWING. UNDERGROUND SERVICES HAVE BEEN LOCATED ONLY WHERE OBVIOUS. SOME SERVICES
ANY SERVICES SHOWN ON THE PLANS.
THAT WERE NOT OBVIOUS AND ARE NOT SHOWN ON THE PLAN MAY STILL BE PRESENT. IT
c. COMPACT SUBGRADE TO A MIN RELATIVE DENSITY RATIO OF 98% IS THE RESPONSIBILITY OF ANY PERSON EXCAVATING / BUILDING, ON OR ADJACENT TO
RD2. SURFACE LEVELS OVER THE SITE HAVE BEEN INTERPOLATED THROUGH
STANDARD COMPACTION AS DEFINED IN AS 1289 IN THE TOP 200. THE SITE TO CONFIRM WITH THE RELEVANT AUTHORITY THE LOCATION OF SERVICES.
COMPUTER MODELING OF FIELD SURVEY DATA. THESE CALCULATED LEVELS MAY
VARY FROM THE ACTUAL GROUND LEVEL. THE AUTHOR OF THIS PLAN ACCEPTS NO RESPONSIBILITY FOR DAMAGE TO SERVICES
d. COMPACT AND PROOF ROLL ALL PREPARED SUBGRADE AREAS PRIOR TO SHOWN OR NOT SHOWN ON THIS PLAN.
PLACING ANY FILLING. COMPACTION SHALL BE 100% COMPACTION AS
RD3. ALL CONSTRUCTION LEVELS SHALL BE SET BY THE CONTRACTOR WITH
MEASURED BY THE STANDARD METHOD DESCRIBED IN AS1289 UNO. MIN TRENCH
REFERENCE TO SURVEYED BENCH MARKS PROVIDED BY THE PRINCIPAL'S
APPOINTED SURVEYOR. (OD + 1200mm)
e. EXCAVATE AND REPLACE WITH STRUCTURAL FILL ANY SOFT SPOTS OR
HEAVING SUBGRADE AREAS. STRUCTURAL FILL SHALL BE APPROVED
RD4. SUBGRADE EVALUATION IS TO BE UNDERTAKEN IN ACCORDANCE WITH THE
GRANULAR FILL (100mm MAXIMUM PARTICLE SIZE, MINIMUM SOAKED CBR
PROCEDURES OUTLINED IN ARRB SR41 - A STRUCTURAL DESIGN GUIDE FOR
15 PLACED IN LAYERS NOT EXCEEDING 200mm AND COMPACTED TO
FLEXIBLE RESIDENTIAL STREET PAVEMENTS. BYDA **CAUTION**
ACHIEVE NOT LESS THAN 98 % MAXIMUM RELATIVE DRY DENSITY BACKFILL
BACKFILL APPROX. LOCATION OF PUBLIC UTILITIES ONLY. EXACT LOCATION AND DEPTH
(STANDARD), OR 75 % DRY DENSITY INDEX IN ACCORDANCE WITH AS 1289. TO BE DETERMINED ON SITE BY RELEVANT AUTHORITY PERSONNEL PRIOR TO
RD5. ALL KERBING SHALL CONFORM TO LOCAL AUTHORITY COUNCIL'S RELEVANT
SITE FILLING MATERIAL AND COMPACTION UNDER THE PAVING AND OVERLAY 200mm
COMMENCING WORK.
STANDARD DRAWINGS. OVERLAY 480mm ENERGEX QLD - PH 13 12 53
BUILDING SHALL BE AS ABOVE.
NBN CO QLD - PH 1800 687 626
RD6. ALL ROADSIDE VERGE AREAS AND BATTERS SHALL BE TOP S OILED TO A NOOSA SHIRE COUNCIL - PH (07) 5329 6272
EW6. ALL FILLING SHALL BE CLEAN EXCAVATED MATERIAL FREE FROM TOPSOIL AND SIDE 342mm SIDE 682mm TELSTRA QLD REGIONAL - PH 1800 653 935
MINIMUM DEPTH OF 100mm (LIGHTLY COMPACTED) AND TURFED.
VEGETATION. UNITYWATER NORTH - PH 1300 086 489
HAUNCH 180mm
RD7. PAVEMENT MARKINGS AND SIGNS SHALL BE PROVIDED IN ACCORDANCE WITH THE
EW7. THE EXISTING SITE WON MATERIALS MAY CONTAIN ROCKS AND COBBLES AND BED 100mm BED 150mm
QUEENSLAND MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. DISCLAIMER
THESE SHALL BE EXCLUDED OVER 100mm NOMINAL SIZE IN ANY EXISTING
RCP STORMPRO WHILST EVERY EFFORT HAS BEEN MADE TO ENSURE THAT THE INFORMATION
MATERIAL USED AS FILLING.
RD8. PROVIDE TELSTRA AND ENERGEX CONDUITS UNDER CONCRETE DRIVE-WAYS, PROVIDED IN THIS DRAWINGS/DESIGN WAS ACCURATE AT THE TIME IT WAS
p:\2499-33 pavillion st pomona\design\civil\acad [opw]\c001 general notes.dwg
NOTE FOR OWNER
WHERE DIRECTED. 600Ø SURVEY/BOUNDARY PEGS TO BE IN GROUND BEFORE WATER CONSTRUCTION
COMPILED, AS PART OF THE COUNCIL'S "AS CONSTRUCTED" RECORDS, IT REMAINS
THE RESPONSIBILITIES OF PROPERTY OWNERS AND THEIR CONTRACTORS, SUB-
CONTRACTORS, EMPLOYEES, SERVANTS AND AGENTS AS APPROPRIATE IN THE
CIRCUMSTANCES TO MAKE ALL REASONABLE EFFORTS TO ASCERTAIN THE
NOTE - DIGITAL MODEL : CAUTION - EXISTING SERVICES : ALL ENVIRONMENTAL PROTECTION MEASURES SHOULD BE IMPLEMENTED PRECISE LOCATION OF EXISTING INFRASTRUCTURE INCLUDING WATER MAINS,
A DIGITAL MODEL MAY BE PROVIDED TO THE CONTRACTOR, UPON THE CONTRACTOR IS TO DETERMINE THE EXACT LOCATION OF ALL EXISTING PRIOR TO COMMENCING ANY CONSTRUCTION WORK INCLUDING CLEARING . SEWERS AND DRAINS BEFORE UNDERTAKING EXCAVATION OR CONTRACTION
REQUEST, BUT IS NOT TO BE TAKEN AS "MACHINE READY". WORK. USERS OF THE INFORMATION SHOULD BE AWARE THAT SINCE THE ORIGINAL
SERVICES IN THE VICINITY OF THE PROPOSED WORKS PRIOR TO THE START
RECORDING OF THE DEPTHS IN RELATION TO GROUND LEVELS, CHANGES MAY
DESIGN DRAWINGS AND SITE INSTRUCTIONS SHALL GENERALLY TAKE OF ANY CONSTRUCTION. THE COST OF ANY RECTIFICATION WORKS DUE TO HAVE OCCURRED AS A RESULT OF SUBSEQUENT WORK OR ACTIVITIES INVOLVING
WORKPLACE AND HEALTH SAFETY
PRECEDENT OVER THE INFORMATION PROVIDED IN THE DIGITAL MODEL. DAMAGE TO EXISTING SERVICES SHALL BE BORNE BY THE CONTRACTOR. ALL WATER AND SEWER CONSTRUCTION WORK IS TO COMPLY WITH THE FILLING OR EXCAVATION. CONSEQUENTLY, NOOSA SHIRE COUNCIL TAKES NO
THE CONTRACTOR IS RESPONSIBLE FOR MANIPULATING THE DIGITAL THE ENGINEER SHALL NOT BE LIABLE FOR REWORK TO DESIGN DUE TO REQUIREMENTS OF QUEENSLAND WORK HEALTH AND SAFETY ACT 2011 CONTACT RESPONSIBILITY FOR ANY APPARENT ERROR OR INACCURACIES THAT ARE SHOWN
MODEL TO BE "MACHINE READY". EXISTING SERVICES NOT BEING LOCATED CORRECTLY. YOUR NEAREST OFFICER OF THE DIVISION OF WORKPLACE HEALTH & SAFETY. TO EXIST AS AT THE DATE INFORMATION WAS PROVIDED OR AT A LATER DATE. THE
FOR INFORMATION PHONE:1300 362128 ABOVE ALSO APPLIES TO LOCATION AND DEPTH OF OTHER PUBLIC UTILITIES.
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DETAILS SCALE APPROVED PROPOSED RESIDENTIAL DEVELOPMENT
A 11.07.25 FOR APPROVAL EC CS
Barlow Shelley Pty Ltd
ABN 29 679 702 599
AT 33A PAVILION STREET POMONA 2499
DATUM AHD
DESIGN EC 1:2500 50 0 50 100 A1
................. 07 5443 8285 FOR PSP DEVELOPMENTS PTY LTD
PO Box 899
1:5000 Engineer: TIM BURKE Maroochydore 4558 DRAWING TITLE: DRAWING NUMBER REV
DRAWN EC A3
[email protected]
DESIGN CHECK CS
(RPEQ 25245)
barlowshelley.com.au
GENERAL NOTES C001 A
DRAWING STATUS
DATE 18-06-2025 This drawing is not to be copied or amended without written permission from Barlow Shelley Pty Ltd
FOR APPROVAL
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
The download may take up to a minute.