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SUPERSEDED Compiled Plans OPW20/0145.02
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Plans and drawings
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Log in to see the plans as drawn GENERAL NOTES EARTHWORKS AND PAVEMENT ROADWORKS NOTES
GN1. ALL DIMENSIONS AND SET OUT POINTS ARE TO THE KERB LINE OF THE CONSTRUCTION NOTES CONTINUED SEDIMENT & EROSION CONTROL RD1. THE CONTRACTOR SHALL ESTABLISH THE LOCATION, LINE & LEVEL OF ALL PUBLIC
SPECIFIED KERB TYPE. REFER LOCAL AUTHORITIES STANDARD DRAWINGS FOR
EW6. ALL FILLING SHALL BE CLEAN EXCAVATED MATERIAL FREE FROM TOPSOIL
NOTES & PRIVATE UTILITY SERVICES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION.
KERB TYPE DETAILS. WHERE UTILITY SERVICES ARE SHOWN ON THE PLANS, THEY ARE SHOWN FOR
AND VEGETATION.
SE1. GENERAL: THE INFORMATION OF THE CONTRACTOR ONLY. THE PRINCIPAL SHALL NOT BE
GN2. FINAL LOCATIONS OF CONDUITS SHALL BE PROVIDED WHEN AVAILABLE FROM a. TEMPORARY DRAINAGE CONTROL. FLOW SHOULD BE LIABLE FOR ANY OMISSION OF SERVICES FROM THE PLANS OR THE ACCURACY OF
EW7. THE EXISTING SITE WON MATERIALS MAY CONTAIN ROCKS AND COBBLES
SERVICE AUTHORITIES. (IF REQUIRED). DIVERTED AROUND THE WORK SITE WHERE POSSIBLE. ANY SERVICES SHOWN ON THE PLANS.
AND THESE SHALL BE EXCLUDED OVER 100mm NOMINAL SIZE IN ANY
EXISTING MATERIAL USED AS FILLING. b. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE
GN3. ALL CONSTRUCTION SHALL JOIN SMOOTHLY TO EXISTING. INSTALLED AND BE OPERATIONAL BEFORE COMMENCING RD2. SURFACE LEVELS OVER THE SITE HAVE BEEN INTERPOLATED THROUGH
UP-SLOPE EARTHWORKS. COMPUTER MODELING OF FIELD SURVEY DATA. THESE CALCULATED LEVELS MAY
GN4. NOTIFY ALL RELEVANT AUTHORITIES PRIOR TO COMMENCEMENT OF WORK EW8. ANY IMPORTED FILLING MATERIAL REQUIRED TO MAKE UP SHORTFALLS IN
c. ALL SEDIMENT & EROSION CONTROL DEVICES MUST BE VARY FROM THE ACTUAL GROUND LEVEL.
QUANTITIES SHALL BE CLEAN SOIL MATERIAL FREE FROM TOPSOIL,
WITHIN EXISTING ROAD RESERVES. REGULARLY INSPECTED AND MAINTAINED BY THE
VEGETABLE MATTER AND OTHER DELETERIOUS MATERIAL. THE FILLING
CONTRACTOR. INSPECTIONS SHOULD OCCUR ON A WEEKLY RD3. ALL CONSTRUCTION LEVELS SHALL BE SET BY THE CONTRACTOR WITH
GN5. THE CONTRACTOR SHALL CONTACT ALL RELEVANT SERVICE AUTHORITIES FOR SHALL BE FREE FROM COBBLES OR ROCKS IN EXCESS OF 100mm NOMINAL
BASIS (MINIMUM), ALONG WITH BEFORE AND AFTER REFERENCE TO SURVEYED BENCH MARKS PROVIDED BY THE PRINCIPAL'S
DETAILED LOCATION AND LEVEL OF SERVICES PRIOR TO COMMENCEMENT OF SIZE. THE MATERIAL SHALL HAVE A MINIMUM SOAKED CBR 15 UNLESS
SIGNIFICANT RUNOFF PRODUCING STORMS. APPOINTED SURVEYOR.
WORKS AND THE SITE. ANY DAMAGE TO EXISTING SERVICES SHALL BE OTHERWISE APPROVED BY THE SUPERINTENDENT.
d. ALL DISTURBED LAND MUST BE RENDERED EROSION-PROOF
RECTIFIED AT THE CONTRACTORS EXPENSE. BY THE ESTABLISHMENT OF 80% EFFECTIVE GROUND RD4. SUBGRADE EVALUATION IS TO BE UNDERTAKEN IN ACCORDANCE WITH THE
EW9. ALL FILLING SHALL BE PLACED IN MAXIMUM 200mm LOOSE LAYER
COVER WITHIN 28 DAYS OF FINAL EARTHWORKS TRIM. PROCEDURES OUTLINED IN ARRB SR41 - A STRUCTURAL DESIGN GUIDE FOR
GN6. ALL WORK SHALL CONFORM WITH THE RELEVANT LOCAL AUTHORITY'S THICKNESS WITH EACH LAYER COMPACTED TO AT LEAST 98% COMPACTING
e. IN AREAS WHERE RUNOFF TURBIDITY IS TO BE FLEXIBLE RESIDENTIAL STREET PAVEMENTS.
SPECIFICATIONS AND REQUIREMENTS. AS MEASURED BY THE STANDARD METHOD DESCRIBED IN AS 1289.
CONTROLLED, EXPOSED SURFACES TO BE EITHER
MULCHED, COVERED WITH EROSION CONTROL BLANKETS RD5. ALL KERBING SHALL CONFORM TO LOCAL AUTHORITY COUNCIL'S RELEVANT
EW10. REFER TO THE GEOTECHNICAL REPORT REGARDING REMOVAL AND
CLEARING OF VEGETATION REPLACEMENT OF EXISTING FILLING MATERIAL. THIS NOTE SHALL APPLY TO OR TURFED IF EARTHWORKS ARE EXPECTED TO BE STANDARD DRAWINGS.
THE SUBGRADE UNDER ALL ROADS, DRIVEWAYS AND FILL BATTERS. DELAYED FOR MORE THAN 14 DAYS.
VE1. NO CLEARING SHALL BE CARRIED OUT BEYOND THE EXTENT f. STRAW BALE SEDIMENT TRAPS ARE A SECONDARY OPTION RD6. ALL ROADSIDE VERGE AREAS AND BATTERS SHALL BE TOP S OILED TO A
FOLLOWING THE SITE STRIP AND DRIVEWAY SET OUT THE ENGINEER SHALL MINIMUM DEPTH OF 100mm (LIGHTLY COMPACTED) AND TURFED.
OF EARTHWORKS OR WHERE NECESSARY FOR SERVICES BE CALLED TO SITE TO DETERMINE THE PRESENCE OF ANY EXISTING FILL WHICH GENERALLY SHOULD NOT BE USED IF OTHER
CONSTRUCTION WITHOUT THE WRITTEN APPROVAL OF THE UNDER DRIVEWAYS AND ASSOCIATED BATTERS. PROVIDE A BACKHOE FOR OPTIONS ARE AVAILABLE.
SUPERINTENDENT. RD7. PAVEMENT MARKINGS AND SIGNS SHALL BE PROVIDED IN ACCORDANCE WITH THE
THE TEST PIT EXPLORATION. THE ENGINEER MAY DIRECT EXISTING LOOSE QUEENSLAND MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
FILL TO BE REMOVED AND RE-COMPACTED. SE2. SEDIMENT CONTROL FENCE:
VE2. MILLABLE LOGS ARE TO BE REMOVED FOR SAWMILLING. g. NOT TO BE LOCATED IN AREAS OF CONCENTRATED FLOW.
h. NORMALLY LOCATED ALONG THE CONTOUR WITH A RD8. PROVIDE TELSTRA AND ENERGEX CONDUITS UNDER CONCRETE DRIVE-WAYS,
EW11. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND WHERE DIRECTED.
VE3. SUITABLE MATERIAL IS TO BE MULCHED FOR REUSE ON SITE. FULLY OPERATIONAL BEFORE COMMENCING UP-SLOPE EARTHWORKS. MAXIMUM CATCHMENT AREA 0.6 HA PER 100M LENGTH OF
FENCE.
EARTHWORKS AND PAVEMENT EW12. ALL EXISTING UNDERGROUND SERVICES TO BE LOCATED AND MARKED i. WOVEN FABRICS ARE PREFERRED, NON-WOVEN FABRICS
DRAINAGE NOTES
PRIOR TO COMMENCING EARTHWORKS. MAY BE USED ON SMALL WORK SITES, I.E. OPERATIONAL
CONSTRUCTION NOTES PERIOD LESS THAN 6 MONTHS OR ON SITES WHERE DN1. 1.5m WIDE EASEMENTS SHALL BE CREATED OVER ALL INTER-ALLOTMENT
EW13. FILL DENSITY TESTING SHALL CONFORM TO THE FOLLOWING: SIGNIFICANT SEDIMENT RUNOFF IS NOT EXPECTED. DRAINAGE LINES UNO.
EW1. THE CONTRACTOR SHALL PROVIDE CERTIFICATION FROM A RPEQ QUALIFIED a. 1 TEST PER 500 cu.m - GENERALLY j. WHERE FENCES NEED TO BE LOCATED ACROSS THE
ENGINEER THAT THE WHOLE OF THE EARTHWORKS AND GEOTECHNICAL b. 1 TEST PER 2 LAYERS PER 40m - TRENCH BACKFILL CONTOUR - REFER IPEAW STANDARD DRAWING D-0040 FOR DN2. PIPE BEDDING AND BACKFILL ARE IN ACCORDANCE WITH LOCAL AUTHORITIES
SUPERVISION COMPLIES WITH AS3798 FOR DETAILS. REFERENCED SPECIFICATION AND/OR STANDARD DRAWINGS.
EW14. PLACEMENT OF FILL SHALL CONFORM TO THE FOLLOWING MINIMUM DRY k. FENCES ARE REQUIRED 2m MIN FROM TOE OF CUT OR FILL
EW2. THE CONTRACTOR SHALL REFER TO GEOTECHNICAL INVESTIGATION DENSITY RATIO (M.D.D.R.) COMPACTION STANDARDS: BATTERS, WHERE NOT PRACTICAL ONE FENCE CAN BE AT DN3. PIPE MATERIALS ARE UPVC SEWER PIPE MINIMUM CLASS SN4; UPVC DRAINAGE
REPORT - (IF AVAILABLE) c. ALLOTMENTS = 98% STD THE TOE WITH A SECOND FENCE 1M MIN AWAY. FENCE PIPE PLASCOR OR EQUIVALENT OF EQUIVALENT CLASS TO UPVC SEWER CLASS
EW3. ALL EXISTING UNDERGROUND SERVICES TO BE LOCATED AND MARKED PRIOR d. ROAD VERGES/EMBANKMENTS = 98% STD SHOULD NOT BE LOCATED PARALLEL WITH TOE IF SN4; R.C.P. CLASS "2" RUBBER RING JOINTED OR F.R.C. PIPE CLASS "X" RUBBER
TO COMMENCING EARTHWORKS. e. PAVEMENT SUBGRADE = 100% STD FOR NON-COHESIVE CONCENTRATION OF FLOW WILL OCCUR BEHIND THE FENCE. RING JOINTED.
MATERIALS, M.D.D.R. = 80%
EW4. THE LIMITS OF CUTTING AND FILLING SHALL BE GENERALLY AS SHOWN ON THE SE3. TEMPORARY CONSTRUCTION ENTRY/EXIT SEDIMENT TRAP: DN4. UPVC PIPES ARE EITHER RUBBER RING JOINTED OR SOLVENT WELD JOINTED.
DRAWINGS. THE CONTRACTOR SHALL SET OUT THESE LIMITS FOR INSPECTION EW15. ALL ALLOTMENTS OR AREAS SUBJECT TO EARTHWORKS ARE TO BE FREE l. ADJACENT STORMWATER RUNOFF TO BE DIVERTED AWAY STANDARD MANUFACTURER'S FITTINGS ARE USED IN BOTH CASES.
BY THE ENGINEER PRIOR TO CONSTRUCTION. AMENDMENTS TO EARTHWORKS DRAINING WITH A MINIMUM SLOPE OF 1:100. FROM ENTRY/EXIT.
AND FINISHED SURFACE CONTOURS MAY BE ADJUSTED BY THE WRITTEN m. WHEEL - WASH OR SPRAY UNIT MAY BE REQUIRED DURING DN5. FRC AND RCP SYSTEMS ARE CONSTRUCTED BY EMBEDDING THE LOWER PRECAST
DIRECTION OF THE ENGINEER DURING CONSTRUCTION. EW16. ALL EXISTING GRASSED AREAS DISTURBED DURING CONSTRUCTION SHALL WET WEATHER. SECTION INTO A WET CAST-INSITU CONCRETE BASE. CUT OUTS FOR PIPE
BE TOP SOILED TO A MINIMUM DEPTH OF 100mm AND TURFED OR SEEDED PENETRATIONS ARE MADE USING CONCRETE SAWS/DRILLS WHILE MINIMIZING
EW5. SITE PREPARATION: WITH A MINIMUM STRIKE RATE OF 80% PRIOR TO ANY 'ON MAINTENANCE' SE4. SAFETY ISSUES MUST BE CONSIDERED AT ALL TIMES, INCORPORATE DAMAGE TO THE ADJACENT PIPE MATERIALS.
a. STRIP TOPSOIL MIN 150 OR MORE AS REQUIRED TO REMOVE ALL INSPECTION. TRAFFIC CONTROL DEVICES .
VEGETABLE MATTER TO THE BASE OF THE SUB GRADE. DN6. LIDS TO CAST-IN-SITU MANHOLES ARE LIGHT DUTY, CLOSE FITTING BOLT DOWN
EW17. ALL TEMPORARY STOCKPILES (IF APPLICABLE) TO HAVE 1:6 MAXIMUM SIDE SE5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL CAST IRON OR GALVANISED STEEL, CONCRETE INFILL TYPE (GATIC LIGHT DUTY,
b. FURTHER EXCAVATE IF REQUIRED TO BOX OUT TO MINIMUM PAVEMENT BATTERS (GRASS SEEDED). SEDIMENT AND EROSION CONTROL MEASURES HAVE BEEN POLYCRETE BROADSTEL OR SIMILAR) OF APPROXIMATELY THE SAME INTERNAL
THICKNESS. REMOVE AND RE-COMPACT FILL AS PER GEOTECHNICAL ADDRESSED AS STIPULATED IN THE ENVIRONMENTAL MANAGEMENT DIMENSIONS AS THE MANHOLE.
REPORT NOTE ON THIS DRAWING. SEDIMENT & EROSION CONTROL PROGRAM PLAN. ADDITIONAL OR DIFFERENT SEDIMENT & EROSION CONTROL
OBJECTIVE/TARGET THE CONTRACTOR MUST COMPLY WITH ALL STATUTORY DEVICES MAY BE REQUIRED DURING CONSTRUCTION PHASE TO DN7. ALL STEEL GRATES AND FRAMES TO BE HOT DIPPED GALVANIZED AND SHALL BE
REGULATIONS AND MAINTAIN THEM DURING EARTHWORKS/ COMPLY WITH THE ABOVE.
c. COMPACT SUBGRADE TO A MIN RELATIVE DENSITY RATIO OF 98% CONSTRUCTION. ALL PROVISIONS AND SPECIFICATIONS CYCLE PROOF IN ACCORDANCE WITH AS 3996.
STANDARD COMPACTION AS DEFINED IN AS 1289 IN THE TOP 200. OUTLINED WITH THE APPROVED ENVIRONMENTAL
MANAGEMENT PLAN MUST BE ADHERED TO, ALONG WITH SE6. TEMPORARY STOCKPILES TO HAVE 1:6 SIDE BATTERS (MAXIMUM) AND DN8. LIDS MATCH FINISHED SURFACE GROUND SLOPE AND SIT PROUD AS SHOWN ON
ALL EROSION AND SEDIMENT CONTROL MEASURES
d. COMPACT AND PROOF ROLL ALL PREPARED SUBGRADE AREAS PRIOR TO PRESCRIBED WITHIN THESE DRAWINGS BY THE BE SHAPED TO ENSURE RUN-OFF IS TREATED AND MANAGED TO THE THE LOCAL AUTHORITIES STANDARD AND ARE MARKED "STORMWATER"
PLACING ANY FILLING. COMPACTION SHALL BE 100% COMPACTION AS SITE ENGINEER SATISFACTION OF THE SUPERINTENDENT. ALL EXPOSED STOCKPILE IMPRESSED INTO THE CONCRETE INFILL. INFILL CONCRETE IS CLASS N25.
MEASURED BY THE STANDARD METHOD DESCRIBED IN AS1289 UNO. MANAGEMENT THE SITE FOREMAN IS TO IDENTIFY AND CHECK THE
SURFACES TO BE GRASS SEEDED. SEDIMENT FENCES AND CUT-OFF
STRATEGY DIRECTION OF STORMWATER FLOWS AS SHOWN ON PLAN. DRAINS MAY BE REQUIRED. DN09. UPVC PIPE AND KERB ADAPTORS ARE USED WHERE DISCHARGE IS INTO THE KERB
PROVIDE BARRIERS AND OTHER MEASURES SHOWN ON
e. EXCAVATE AND REPLACE WITH STRUCTURAL FILL ANY SOFT SPOTS OR PLAN TO PREVENT STORMWATER FLOWS OVER AND CHANNEL.
HEAVING SUBGRADE AREAS. STRUCTURAL FILL SHALL BE APPROVED EMBANKMENTS, AND SEDIMENT INTO GULLY PITS
GRANULAR FILL (100mm MAXIMUM PARTICLE SIZE, MINIMUM SOAKED CBR DN10. INTER-ALLOTMENT DRAINAGE LINES ARE LOCATED 0.5 METRES FROM REAR OR
TASKS / ACTIONS ERECT SEDIMENTATION BARRIERS AS DETAILED.
15 PLACED IN LAYERS NOT EXCEEDING 200mm AND COMPACTED TO STRATEGICALLY PLACE CHECK DAMS NOTE: SIDE BOUNDARIES WITHIN THE PROPERTIES SERVED.
ACHIEVE NOT LESS THAN 98 % MAXIMUM RELATIVE DRY DENSITY AROUND GULLY PITS
EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE DESIGNED
(STANDARD), OR 75 % DRY DENSITY INDEX IN ACCORDANCE WITH AS 1289. PERFORMANCE THE SITE FOREMAN IS TO CHECK FOR EROSION AND AND PROVIDED IN ACCORDANCE WITH THE INTERNATIONAL EROSION DN11. MATERIALS AND CONSTRUCTION ARE IN ACCORDANCE WITH COUNCIL'S
SITE FILLING MATERIAL AND COMPACTION UNDER THE PAVING AND INDICATORS SEDIMENT FLOWS AT THE BASE OF EMBANKMENTS AFTER
CONTROL ASSOCIATION (AUSTRALASIA) 2018's "BEST PRACTICE STANDARD SPECIFICATION FOR STORMWATER DRAINAGE.
SIGNIFICANT RAINFALL AND SHOULD ASCERTAIN THE
BUILDING SHALL BE AS ABOVE. WORKING EFFECTIVENESS OF CHECK DAMS DURING EROSION AND SEDIMENT CONTROL FOR BUILDING AND
THIS WET WEATHER CONSTRUCTION SITE. DN12. THE CONTRACTOR SHALL CONFIRM ALL LEVELS BEFORE COMMENCING WORK.
UNDERGROUND SERVICES FREQUENCY / SITE FOREMAN TO MONITOR PERFORMANCE AFTER
DEADLINE EVERY HEAVY DOWNFALL DN13. THE CONTRACTOR SHALL CONTACT ALL RELEVANT AUTHORITIES AND LOCATE
UNDERGROUND SERVICES HAVE BEEN LOCATED ONLY WHERE OBVIOUS. SOME SERVICES - ALL SERVICES BEFORE COMMENCING WORK.THE CONTRACTOR SHALL BE
NOOSA COUNCIL
RESPONSIBILITY THE SITE FOREMAN IS RESPONSIBLE FOR ALL INSPECTIONS
THAT WERE NOT OBVIOUS AND ARE NOT SHOWN ON THE PLAN MAY STILL BE PRESENT. IT RESPONSIBLE FOR ANY DAMAGE CAUSED TO SERVICES BY THE WORKS
IS THE RESPONSIBILITY OF ANY PERSON EXCAVATING / BUILDING, ON OR ADJACENT TO REPORTING REVIEW SITE WORKMEN ARE TO ADVISE THE FOREMAN IF ANY IRRESPECTIVE OF WHETHER THE SERVICES ARE SHOWN ON THE DRAWINGS OR
THE SITE TO CONFIRM WITH THE RELEVANT AUTHORITY THE LOCATION OF SERVICES. SEDIMENT & EROSION CONTROL DEVICES ARE FAILING
APPROVED PLAN
NOT.
THE AUTHOR OF THIS PLAN ACCEPTS NO RESPONSIBILITY FOR DAMAGE TO SERVICES CORRECTIVE ACTIONS THE SITE FOREMAN IS TO REPORT AND ORDER THROUGH
SHOWN OR NOT SHOWN ON THIS PLAN. SUPERVISOR, EXTRA BARRIER OR CHECK DAMS AS
OPW20/0145 17 DEC 2020
REQUIRED
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD SCALE APPROVED PROPOSED SUBDIVISION 1856
A 19-02-20 FOR APPROVAL MM CL AT NOOSA CIVIC, WALTER HAY DRIVE
B 25-08-20 REVISED FOR APPROVAL - WALTER HAY DRIVE TURN AROUND MM CL DATUM AHD SHEET: 2 OF 42
FOR STOCKWELL PTY LTD
C
D
21/09/20
15/10/20
REVISED FOR NOOSA COUNCIL DRAFT CONDITIONS
REVISED AS PER COUNCIL RFI [29/09/20]
MM
MM
CL
CL
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
E 23/11/20 REVISED AS PER COUNCIL RFI MEETING MM CL DRAWN MM Director: CAMERON LANDRETH
DESIGN CHECK (RPEQ 19358) p 07 5443 8285 GENERAL NOTES R31 E
CL
This drawing is not to be copied or amended without written permission from e [email protected] w www.barlowshelley.com.au
DATE 13-09-19 Barlow Shelley Consulting Engineers a PO Box 899, Maroochydore,4558 ABN 89 215 591 077
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