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2357 OPW Rev B
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GENERAL NOTES EARTHWORKS AND PAVEMENT DRAINAGE NOTES SEDIMENT & EROSION CONTROL
GN1. ALL DIMENSIONS AND SET OUT POINTS ARE TO THE KERB LINE OF THE SPECIFIED CONSTRUCTION NOTES (CONT.) DN1. 1.5m WIDE EASEMENTS SHALL BE CREATED OVER ALL INTER-ALLOTMENT NOTES
KERB TYPE. REFER LOCAL AUTHORITIES STANDARD DRAWINGS FOR KERB TYPE DRAINAGE LINES UNO.
DETAILS. SE1. GENERAL:
EW8. ANY IMPORTED FILLING MATERIAL REQUIRED TO MAKE UP SHORTFALLS IN DN2. PIPE BEDDING AND BACKFILL ARE IN ACCORDANCE WITH LOCAL AUTHORITIES
a. TEMPORARY DRAINAGE CONTROL. FLOW SHOULD BE DIVERTED
GN2. FINAL LOCATIONS OF CONDUITS SHALL BE PROVIDED WHEN AVAILABLE FROM QUANTITIES SHALL BE CLEAN SOIL MATERIAL FREE FROM TOPSOIL, VEGETABLE REFERENCED SPECIFICATION AND/OR STANDARD DRAWINGS.
AROUND THE WORK SITE WHERE POSSIBLE.
SERVICE AUTHORITIES. (IF REQUIRED). MATTER AND OTHER DELETERIOUS MATERIAL. THE FILLING SHALL BE FREE FROM
b. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE INSTALLED
COBBLES OR ROCKS IN EXCESS OF 100mm NOMINAL SIZE. THE MATERIAL SHALL DN3. STORMWATER PIPE MATERIALS ARE TO BE:
AND BE OPERATIONAL BEFORE COMMENCING UP-SLOPE
GN3. ALL CONSTRUCTION SHALL JOIN SMOOTHLY TO EXISTING. HAVE A MINIMUM SOAKED CBR 15 UNLESS OTHERWISE APPROVED BY THE · UPVC DRAINAGE PIPE, MINIMUM CLASS SN8;
EARTHWORKS.
SUPERINTENDENT. · R.C.P. RUBBER RING JOINTED, MINIMUM CLASS "2" ;
c. ALL SEDIMENT & EROSION CONTROL DEVICES MUST BE REGULARLY
GN4. NOTIFY ALL RELEVANT AUTHORITIES PRIOR TO COMMENCEMENT OF WORK · F.R.C. PIPE RUBBER RING JOINTED, MINIMUM CLASS "X", OR;
INSPECTED AND MAINTAINED BY THE CONTRACTOR. INSPECTIONS
WITHIN EXISTING ROAD RESERVES. EW9. ALL FILLING SHALL BE PLACED IN MAXIMUM 200mm LOOSE LAYER THICKNESS
SHOULD OCCUR ON A WEEKLY BASIS (MINIMUM), ALONG WITH BEFORE
WITH EACH LAYER COMPACTED TO AT LEAST 98% COMPACTING AS MEASURED DN4. STORMPRO (PPE, RRJ, MINIMUM CLASS SN8), OR APPROVED EQUIVALENT, MAY
AND AFTER SIGNIFICANT RUNOFF PRODUCING STORMS.
GN5. THE CONTRACTOR SHALL CONTACT ALL RELEVANT SERVICE AUTHORITIES FOR BY THE STANDARD METHOD DESCRIBED IN AS 1289. BE ACCEPTED WITH SITE SPECIFIC COUNCIL APPROVAL. TRENCH WIDTHS AND
d. ALL DISTURBED LAND MUST BE RENDERED EROSION-PROOF BY THE
DETAILED LOCATION AND LEVEL OF SERVICES PRIOR TO COMMENCEMENT OF BACKFILL MATERIAL SHALL BE IN ACCORDANCE WITH IPWEAQ STANDARD
ESTABLISHMENT OF 80% EFFECTIVE GROUND COVER WITHIN 28 DAYS
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
OF FINAL EARTHWORKS TRIM.
RECTIFIED AT THE CONTRACTORS EXPENSE. REPLACEMENT OF EXISTING FILLING MATERIAL. THIS NOTE SHALL APPLY TO THE MATERIAL SHALL BE MINIMUM 90% MMDD IN ACCORDANCE WITH AS2566.2. HDPE
e. IN AREAS WHERE RUNOFF TURBIDITY IS TO BE CONTROLLED,
SUBGRADE UNDER ALL ROADS, DRIVEWAYS AND FILL BATTERS. FOLLOWING PIPES SHALL BE OVALITY TESTED PRIOR TO ON MAINTENANCE WITH COUNCIL,
EXPOSED SURFACES TO BE EITHER MULCHED, COVERED WITH
GN6. ALL WORK SHALL CONFORM WITH THE RELEVANT LOCAL AUTHORITY'S THE SITE STRIP AND DRIVEWAY SET OUT THE ENGINEER SHALL BE CALLED TO TO DEMONSTRATE <7.5% DEFORMATION.
EROSION CONTROL BLANKETS OR TURFED IF EARTHWORKS ARE
SPECIFICATIONS AND REQUIREMENTS. SITE TO DETERMINE THE PRESENCE OF ANY EXISTING FILL UNDER DRIVEWAYS
EXPECTED TO BE DELAYED FOR MORE THAN 14 DAYS.
AND ASSOCIATED BATTERS. PROVIDE A BACKHOE FOR THE TEST PIT DN4. UPVC PIPES ARE EITHER RUBBER RING JOINTED OR SOLVENT WELD JOINTED.
f. STRAW BALE SEDIMENT TRAPS ARE A SECONDARY OPTION WHICH
EXPLORATION. THE ENGINEER MAY DIRECT EXISTING LOOSE FILL TO BE STANDARD MANUFACTURER'S FITTINGS ARE USED IN BOTH CASES.
GENERALLY SHOULD NOT BE USED IF OTHER OPTIONS ARE
CLEARING OF VEGETATION REMOVED AND RE-COMPACTED.
AVAILABLE.
DN5. FRC AND RCP SYSTEMS ARE CONSTRUCTED BY EMBEDDING THE LOWER
VE1. NO CLEARING SHALL BE CARRIED OUT BEYOND THE EXTENT OF EW11. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND PRECAST SECTION INTO A WET CAST-INSITU CONCRETE BASE. CUT OUTS FOR
SE2. SEDIMENT CONTROL FENCE:
EARTHWORKS OR WHERE NECESSARY FOR SERVICES CONSTRUCTION FULLY OPERATIONAL BEFORE COMMENCING UP-SLOPE EARTHWORKS. PIPE PENETRATIONS ARE MADE USING CONCRETE SAWS/DRILLS WHILE
g. NOT TO BE LOCATED IN AREAS OF CONCENTRATED FLOW.
WITHOUT THE WRITTEN APPROVAL OF THE SUPERINTENDENT. MINIMIZING DAMAGE TO THE ADJACENT PIPE MATERIALS.
h. NORMALLY LOCATED ALONG THE CONTOUR WITH A MAXIMUM
EW12. ALL EXISTING UNDERGROUND SERVICES TO BE LOCATED AND MARKED
CATCHMENT AREA 0.6 HA PER 100M LENGTH OF FENCE.
VE2. MILLABLE LOGS ARE TO BE REMOVED FOR SAWMILLING. PRIOR TO COMMENCING EARTHWORKS. DN6. LIDS TO CAST-IN-SITU MANHOLES ARE LIGHT DUTY, CLOSE FITTING BOLT DOWN
i. WOVEN FABRICS ARE PREFERRED, NON-WOVEN FABRICS MAY BE
CAST IRON OR GALVANISED STEEL, CONCRETE INFILL TYPE (GATIC LIGHT DUTY,
USED ON SMALL WORK SITES, I.E. OPERATIONAL PERIOD LESS THAN 6
VE3. SUITABLE MATERIAL IS TO BE MULCHED FOR REUSE ON SITE. EW13. FILL DENSITY TESTING SHALL CONFORM TO THE FOLLOWING: POLYCRETE BROADSTEL OR SIMILAR) OF APPROXIMATELY THE SAME INTERNAL
MONTHS OR ON SITES WHERE SIGNIFICANT SEDIMENT RUNOFF IS NOT
a. 1 TEST PER 500 cu.m - GENERALLY DIMENSIONS AS THE MANHOLE.
EXPECTED.
b. 1 TEST PER 2 LAYERS PER 40m - TRENCH BACKFILL
j. WHERE FENCES NEED TO BE LOCATED ACROSS THE CONTOUR -
DN7. ALL STEEL GRATES AND FRAMES TO BE HOT DIPPED GALVANIZED AND SHALL BE
EARTHWORKS AND PAVEMENT EW14. PLACEMENT OF FILL SHALL CONFORM TO THE FOLLOWING MINIMUM DRY CYCLE PROOF IN ACCORDANCE WITH AS 3996.
REFER IPEAW STANDARD DRAWING D-0040 FOR DETAILS.
k. FENCES ARE REQUIRED 2m MIN FROM TOE OF CUT OR FILL BATTERS,
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
WHERE NOT PRACTICAL ONE FENCE CAN BE AT THE TOE WITH A
SECOND FENCE 1M MIN AWAY. FENCE SHOULD NOT BE LOCATED
d. ROAD VERGES/EMBANKMENTS = 98% STD THE LOCAL AUTHORITIES STANDARD AND ARE MARKED "STORMWATER"
EW1. THE CONTRACTOR SHALL PROVIDE CERTIFICATION FROM A RPEQ QUALIFIED PARALLEL WITH TOE IF CONCENTRATION OF FLOW WILL OCCUR
e. PAVEMENT SUBGRADE = 100% STD FOR NON-COHESIVE MATERIALS, IMPRESSED INTO THE CONCRETE INFILL. INFILL CONCRETE IS CLASS N25.
ENGINEER THAT THE WHOLE OF THE EARTHWORKS AND GEOTECHNICAL BEHIND THE FENCE.
M.D.D.R. = 80%
SUPERVISION COMPLIES WITH AS3798 FOR
DN09. UPVC PIPE AND KERB ADAPTORS ARE USED WHERE DISCHARGE IS INTO THE
SE3. TEMPORARY CONSTRUCTION ENTRY/EXIT SEDIMENT TRAP:
EW15. ALL ALLOTMENTS OR AREAS SUBJECT TO EARTHWORKS ARE TO BE FREE KERB AND CHANNEL.
EW2. THE CONTRACTOR SHALL REFER TO GEOTECHNICAL INVESTIGATION l. ADJACENT STORMWATER RUNOFF TO BE DIVERTED AWAY FROM
DRAINING WITH A MINIMUM SLOPE OF 1:100.
REPORT - (IF AVAILABLE) ENTRY/EXIT.
DN10. INTER-ALLOTMENT DRAINAGE LINES ARE LOCATED 0.5 METRES FROM REAR OR
EW16. ALL EXISTING GRASSED AREAS DISTURBED DURING CONSTRUCTION SHALL m. WHEEL - WASH OR SPRAY UNIT MAY BE REQUIRED DURING WET
SIDE BOUNDARIES WITHIN THE PROPERTIES SERVED.
EW3. ALL EXISTING UNDERGROUND SERVICES TO BE LOCATED AND MARKED PRIOR TO WEATHER.
BE TOP SOILED TO A MINIMUM DEPTH OF 100mm AND TURFED OR SEEDED
COMMENCING EARTHWORKS.
WITH A MINIMUM STRIKE RATE OF 80% PRIOR TO ANY 'ON MAINTENANCE' DN11. MATERIALS AND CONSTRUCTION ARE IN ACCORDANCE WITH COUNCIL'S
SE4. SAFETY ISSUES MUST BE CONSIDERED AT ALL TIMES, INCORPORATE
INSPECTION. STANDARD SPECIFICATION FOR STORMWATER DRAINAGE.
EW4. THE LIMITS OF CUTTING AND FILLING SHALL BE GENERALLY AS SHOWN ON THE TRAFFIC CONTROL DEVICES .
DRAWINGS. THE CONTRACTOR SHALL SET OUT THESE LIMITS FOR INSPECTION
EW17. ALL TEMPORARY STOCKPILES (IF APPLICABLE) TO HAVE 1:6 MAXIMUM SIDE DN12. THE CONTRACTOR SHALL CONFIRM ALL LEVELS BEFORE COMMENCING WORK.
BY THE ENGINEER PRIOR TO CONSTRUCTION. AMENDMENTS TO EARTHWORKS SE5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL
BATTERS (GRASS SEEDED).
AND FINISHED SURFACE CONTOURS MAY BE ADJUSTED BY THE WRITTEN SEDIMENT AND EROSION CONTROL MEASURES HAVE BEEN ADDRESSED
DN13. THE CONTRACTOR SHALL CONTACT ALL RELEVANT AUTHORITIES AND LOCATE
DIRECTION OF THE ENGINEER DURING CONSTRUCTION. AS STIPULATED IN THE ENVIRONMENTAL MANAGEMENT PLAN. ADDITIONAL OR
ALL SERVICES BEFORE COMMENCING WORK.THE CONTRACTOR SHALL BE
DIFFERENT SEDIMENT & EROSION CONTROL DEVICES MAY BE REQUIRED
RESPONSIBLE FOR ANY DAMAGE CAUSED TO SERVICES BY THE
EW5. SITE PREPARATION: ROADWORKS NOTES WORKS IRRESPECTIVE OF WHETHER THE SERVICES ARE SHOWN ON
DURING CONSTRUCTION PHASE TO COMPLY WITH THE ABOVE.
a. STRIP TOPSOIL MIN 150 OR MORE AS REQUIRED TO REMOVE ALL
RD1. THE CONTRACTOR SHALL ESTABLISH THE LOCATION, LINE & LEVEL OF ALL THE DRAWINGS OR NOT.
VEGETABLE MATTER TO THE BASE OF THE SUB GRADE. SE6. TEMPORARY STOCKPILES TO HAVE 1:6 SIDE BATTERS (MAXIMUM) AND BE
PUBLIC & PRIVATE UTILITY SERVICES PRIOR TO COMMENCEMENT OF ANY SHAPED TO ENSURE RUN-OFF IS TREATED AND MANAGED TO THE SATISFACTION OF
b. FURTHER EXCAVATE IF REQUIRED TO BOX OUT TO MINIMUM PAVEMENT CONSTRUCTION. WHERE UTILITY SERVICES ARE SHOWN ON THE PLANS, THEY THE SUPERINTENDENT. ALL EXPOSED STOCKPILE SURFACES TO BE GRASS SEEDED.
THICKNESS. REMOVE AND RE-COMPACT FILL AS PER GEOTECHNICAL ARE SHOWN FOR THE INFORMATION OF THE CONTRACTOR ONLY. THE PRINCIPAL UNDERGROUND SERVICES SEDIMENT FENCES AND CUT-OFF DRAINS MAY BE REQUIRED.
REPORT NOTE ON THIS DRAWING. SHALL NOT BE LIABLE FOR ANY OMISSION OF SERVICES FROM THE PLANS OR
THE ACCURACY OF ANY SERVICES SHOWN ON THE PLANS. UNDERGROUND SERVICES HAVE BEEN LOCATED ONLY WHERE OBVIOUS. SOME SERVICES
c. COMPACT SUBGRADE TO A MIN RELATIVE DENSITY RATIO OF 98% THAT WERE NOT OBVIOUS AND ARE NOT SHOWN ON THE PLAN MAY STILL BE PRESENT. IT
STANDARD COMPACTION AS DEFINED IN AS 1289 IN THE TOP 200. RD2. SURFACE LEVELS OVER THE SITE HAVE BEEN INTERPOLATED THROUGH IS THE RESPONSIBILITY OF ANY PERSON EXCAVATING / BUILDING, ON OR ADJACENT TO
COMPUTER MODELING OF FIELD SURVEY DATA. THESE CALCULATED LEVELS THE SITE TO CONFIRM WITH THE RELEVANT AUTHORITY THE LOCATION OF SERVICES. THE
d. COMPACT AND PROOF ROLL ALL PREPARED SUBGRADE AREAS PRIOR TO MAY VARY FROM THE ACTUAL GROUND LEVEL. AUTHOR OF THIS PLAN ACCEPTS NO RESPONSIBILITY FOR DAMAGE TO SERVICES SHOWN
PLACING ANY FILLING. COMPACTION SHALL BE 100% COMPACTION AS OR NOT SHOWN ON THIS PLAN.
MEASURED BY THE STANDARD METHOD DESCRIBED IN AS1289 UNO. RD3. ALL CONSTRUCTION LEVELS SHALL BE SET BY THE CONTRACTOR WITH
REFERENCE TO SURVEYED BENCH MARKS PROVIDED BY THE PRINCIPAL'S MIN TRENCH
e. EXCAVATE AND REPLACE WITH STRUCTURAL FILL ANY SOFT SPOTS OR APPOINTED SURVEYOR. (OD + 1200mm)
HEAVING SUBGRADE AREAS. STRUCTURAL FILL SHALL BE APPROVED
GRANULAR FILL (100mm MAXIMUM PARTICLE SIZE, MINIMUM SOAKED CBR 15 RD4. SUBGRADE EVALUATION IS TO BE UNDERTAKEN IN ACCORDANCE WITH THE NOTE:
PLACED IN LAYERS NOT EXCEEDING 200mm AND COMPACTED TO ACHIEVE PROCEDURES OUTLINED IN ARRB SR41 - A STRUCTURAL DESIGN GUIDE FOR EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE DESIGNED
NOT LESS THAN 98 % MAXIMUM RELATIVE DRY DENSITY (STANDARD), OR 75 FLEXIBLE RESIDENTIAL STREET PAVEMENTS. AND PROVIDED IN ACCORDANCE WITH THE INTERNATIONAL EROSION
% DRY DENSITY INDEX IN ACCORDANCE WITH AS 1289. SITE FILLING BACKFILL
BACKFILL CONTROL ASSOCIATION (AUSTRALASIA) 2018's "BEST PRACTICE
MATERIAL AND COMPACTION UNDER THE PAVING AND BUILDING SHALL BE RD5. ALL KERBING SHALL CONFORM TO LOCAL AUTHORITY COUNCIL'S RELEVANT EROSION AND SEDIMENT CONTROL FOR BUILDING AND
AS ABOVE. STANDARD DRAWINGS. OVERLAY 350mm CONSTRUCTION SITE.
OVERLAY 840mm
EW6. ALL FILLING SHALL BE CLEAN EXCAVATED MATERIAL FREE FROM TOPSOIL AND RD6. ALL ROADSIDE VERGE AREAS AND BATTERS SHALL BE TOP S OILED TO A
VEGETATION. MINIMUM DEPTH OF 100mm (LIGHTLY COMPACTED) AND TURFED. SIDE 599mm SIDE 1194mm
p:\2357-no.11 margit cres sunrise beach\design\civil\acad [desc]\2357 opw rev b.dwg
EW7. THE EXISTING SITE WON MATERIALS MAY CONTAIN ROCKS AND COBBLES AND RD7. PAVEMENT MARKINGS AND SIGNS SHALL BE PROVIDED IN ACCORDANCE WITH HAUNCH 315mm
THESE SHALL BE EXCLUDED OVER 100mm NOMINAL SIZE IN ANY EXISTING THE QUEENSLAND MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. BED 175mm BED 263mm
MATERIAL USED AS FILLING.
RD8. PROVIDE TELSTRA AND ENERGEX CONDUITS UNDER CONCRETE DRIVE-WAYS, RCP STORMPRO
WHERE DIRECTED. 600Ø
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DETAILS SCALE APPROVED MULTI-RESIDENTIAL DEVELOPMENT 2357
A 29-01-24 FOR APPROVAL NS CL AT 11 MARGIT CRES, SUNSHINE BEACH
B 08-03-24 UPDATED ARCHITECTURAL DRAWINGS NS CL DATUM AHD SHEET: 2 OF 7
DESIGN JP
................. FOR LUCY COTTEE AND CHRIS FERRARO
Director: CAMERON LANDRETH DRAWING TITLE: DRAWING NUMBER REV
DRAWN NS
DESIGN CHECK CL
(RPEQ 19358) p 07 5443 8285 GENERAL NOTES C002 B
DRAWING STATUS
This drawing is not to be copied or amended without written permission from e [email protected] w www.barlowshelley.com.au
DATE 25-01-2024 Barlow Shelley Consulting Engineers FOR APPROVAL a PO Box 899 Maroochydore 4558 ABN 89 215 591 077
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