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1856-R30_R71_D Roadworks
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SCHEDULE OF DRAWINGS SCHEDULE OF DRAWINGS
ENGINEERING DWG DESCRIPTION DWG DESCRIPTION
ROAD WORKS TURNING PATHS
1856-R30 LOCALITY PLAN & SCHEDULE OF DRAWINGS 1856-T10 TURNING PATH PLAN 1 OF 6
ROADWORKS DESIGN 1856-R31
1856-R32
GENERAL NOTES
EXISTING SITE CONDITIONS
1856-T11
1856-T12
TURNING PATH PLAN 2 OF 6
TURNING PATH PLAN 3 OF 6
- NOOSA COUNCIL - 1856-R33 OVERALL WORKS LAYOUT PLAN 1856-T13 TURNING PATH PLAN 4 OF 6
1856-R34 ACCESS MANAGEMENT PLAN 1856-T14 TURNING PATH PLAN 5 OF 6
PROJECT:
1856-R35 ROAD WORKS LAYOUT PLAN 1 OF 8 1856-T15 TURNING PATH PLAN 6 OF 6
PROPOSED SUBDIVISION AT 1856-R36
1856-R37
ROAD WORKS LAYOUT PLAN 2 OF 8
ROAD WORKS LAYOUT PLAN 3 OF 8
NOOSA CIVIC, WALTER HAY DRIVE 1856-R38 ROAD WORKS LAYOUT PLAN 4 OF 8
1856-R39 ROAD WORKS LAYOUT PLAN 5 OF 8
NOOSAVILLE 1856-R40 ROAD WORKS LAYOUT PLAN 6 OF 8
CLIENT: 1856-R41 ROAD WORKS LAYOUT PLAN 7 OF 8
1856-R42 ROAD WORKS LAYOUT PLAN 8 OF 8
STOCKWELL PTY LTD 1856-R43 ROAD A LONGITUDINAL SECTION
PROJECT No: 1856-R44 ROAD A CROSS SECTIONS
1856 1856-R45
1856-R46
ROAD B LONGITUDINAL SECTION
ROAD B CROSS SECTIONS (SHEET 1 OF 2)
1856-R47 ROAD B CROSS SECTIONS (SHEET 2 OF 2)
1856-R48 HOFMANN DRIVE LONGITUDINAL SECTION
1856-R49 HOFMANN DRIVE CROSS SECTIONS (SHEET 1 OF 2)
1856-R50 HOFMANN DRIVE CROSS SECTIONS (SHEET 2 OF 2)
1856-R51 ROAD C LONGITUDINAL SECTION
1856-R52 ROAD C CROSS SECTIONS (SHEET 1 OF 2)
1856-R53 ROAD C CROSS SECTIONS (SHEET 2 OF 2)
1856-R54 LOTS 10-15 DRIVEWAY LONGITUDINAL SECTION
1856-R55 LOTS 10-15 DRIVEWAY CROSS SECTIONS - SHEET 1 OF 2
1856-R56 LOTS 10-15 DRIVEWAY CROSS SECTIONS - SHEET 2 OF 2
SUBJECT SITE
1856-R57 WALTER HAY DRIVE / ROAD A INTERSECTION DETAIL PLAN
1856-R58 ROAD A / B / HOFMANN DRIVE / ROAD C ROUNDABOUT DETAIL PLAN
1856-R59 ROAD B / HOFMANN DRIVE INTERSECTION DETAIL PLAN
1856-R60 ROAD C / NOOSA CIVIC ACCESS ROAD ROUNDABOUT DETAIL PLAN
1856-R61 LOTS 23 DRIVEWAY / WALTER HAY DRIVE INTERSECTION DETAIL PLAN
1856-R62 LOTS 23 DRIVEWAY LONGITUDINAL SECTION
1856-R63 LOTS 23 DRIVEWAY CROSS SECTIONS
1856-R64 LINEMARKING LAYOUT PLAN 1 OF 8
1856-R65 LINEMARKING LAYOUT PLAN 2 OF 8
LOCALITY PLAN 1856-R66 LINEMARKING LAYOUT PLAN 3 OF 8
NOT TO SCALE
1856-R67 LINEMARKING LAYOUT PLAN 4 OF 8
DRAWING STATUS: 1856-R68 LINEMARKING LAYOUT PLAN 5 OF 8
FOR APPROVAL 1856-R69 LINEMARKING LAYOUT PLAN 6 OF 8
1856-R70 LINEMARKING LAYOUT PLAN 7 OF 8
1856-R71 LINEMARKING LAYOUT PLAN 8 OF 8
PROPERTY DESCRIPTION
LOT 3 on SP246584
p 07 5443 8285 Site Area = 31.7 Ha
e [email protected] w www.barlowshelley.com.au
a PO Box 899, Maroochydore,4558 ABN 89 215 591 077 Proposed Number of Lots 25
DRAWING NUMBER
-
REV
1856-R30 D
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Full text of sections 2 to 7 (of 41)
Section 2
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
ALL EROSION AND SEDIMENT CONTROL MEASURES DN8. LIDS MATCH FINISHED SURFACE GROUND SLOPE AND SIT PROUD AS SHOWN ON
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
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
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
REQUIRED
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS 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:
DRAWN MM Director: CAMERON LANDRETH
DESIGN CHECK (RPEQ 19358) p 07 5443 8285 GENERAL NOTES R31 D
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
Section 3
EE
LEGEND - EXISTING FEATURES NIE
CR
ADJACENT BOUNDARY EE
KR
CADASTRAL BOUNDARY OA
D
COVENANT D
EK ROA
EASEMENT
IE CRE
BANK BOTTOM LOT 4 EE EEN
BANK TOP SP246584 NIE
CR
BUILDING EEK
RO
CONCRETE STRUCTURES AD
FENCE
KERB & CHANNEL
RETAINING WALL
ELECTRICAL OVERHEAD LOT 1 WA
SP222982 LTE LOT 3
ELECTRICAL UNDERGROUND RH SP246584
OPTICAL FIBRE
AY
D RIV
TELSTRA E
IVE
STORMWATER DRAINAGE
HOFMAN DR
SEWER DN150 uPVC SN8
SEWER DN225 uPVC SN8 EXISTING NOOSA CIVIC
SEWER RISING MAIN
SHOPPING PRECINCT LOT 147
SEWER EASEMENT
LOT 3 NPW889
WATERMAIN DN150 oPVC PN16 SP246584
WATERMAIN DN225 DICL PN16
WATERMAIN DN375 AC
HO
LOT 3 LOT 3
ET
FM
E
SP246584 SP246584
HAY DRIV
RENE STRE
AN
DR
IVE
WALTER
LOT 3
SP246584
LOT 7
RP46782
LOT 5
SP222982
LOT 2
RP160983
VE
DRI
AY
RH
LTE
WA
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS 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: 3 OF 42
0 40 80 120 160 200m
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:
DRAWN MM Director: CAMERON LANDRETH
SCALE 1:4000 A3
DESIGN CHECK (RPEQ 19358) p 07 5443 8285 EXISTING SITE CONDITIONS R32 D
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
Section 4
EE
LEGEND: PROPOSED BOUNDARIES NIE
CR
EE
EXTENT OF WORKS BOUNDARIES
KR
OA 1856-R42
D
D
EK ROA
IE CRE
LOT 4 EE EEN
SP246584 NIE
CR
EE
KR
OA
D
LOT 1 WA
SP222982 LTE
RH LOT 23
AY
DR
IVE
RIVE
HOFMANN D
EXISTING NOOSA CIVIC
SHOPPING PRECINCT LOT 147
1856-R41 NPW889
LOT 2
1856-R61
LOT 21
1856-R60
1856-R40
HO
ET LOT 19 LOT 3
FM
E
SP246584
HAY DRIV
RENE STRE
AN
LOT 18
ND
RIV
LOT 17
LOT 3
E
WALTER
C
LOT 7
D
OA
WR
NE
1856-R38
NE
LOT 4
W
1856-R39
HO
FM
LOT 5
AN
LOT 6 LOT 7
ND
LOT 8 RP46782
LOT 15 RIV
E LOT 9
1856-R37 NE
LOT 5 W
RO
SP222982 1856-R59 AD
LOT 16 A
LOT 14 1856-R58
NE
W
LOT 10
ROAD B
1856-R57
LOT 13
LOT 11 LOT 2
RP160983
LOT 12
1856-R36
VE
DRI
AY
RH
1856-R35
LTE
WA
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS 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: 4 OF 42
0 40 80 120 160 200m
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:
DRAWN MM Director: CAMERON LANDRETH
SCALE 1:4000 A3
DESIGN CHECK (RPEQ 19358) p 07 5443 8285 OVERALL WORKS LAYOUT PLAN R33 D
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
Section 5
EE
LEGEND - NEW WORKS EXTENT NIE
CR
EE
KR
A ALL-TURN ACCESS DRIVEWAYS (LOT 8) OA
D
D
EK ROA
B ALL-TURN ACCESS DRIVEWAYS VIA RIGHT TURN IE CRE
SLIP LANE FROM HOFMANN DRIVE. (LOTS 4 & 5) LOT 4 EE EEN
SP246584 NIE
CR REFER TO EMERGENCY ACCESS
EE DETAIL PLAN ON 1856-R40
C LEFT IN & LEFT OUT ONLY ACCESS DRIVEWAYS KR
VIA HOFMANN DRIVE (LOTS 6, 17, 18, 19 & 21) LO OA
38 T 22 D
27
D ACCESS FROM PRIVATE ROAD OFF PROPOSED m
²
NORTH & SOUTH ROUNDABOUTS (LOT 3, LOT 7).
DRIVEWAYS OFF PRIVATE ROAD PART OF FUTURE DA E
LOT 1
E TYPE B2 (AS PER IPWEAQ) INDIVIDUAL LOT ACCESS SP222982
LOT 23
FROM PROPOSED ROAD B OR EXISTING INTERNAL
DRIVEWAY IN LOT 1 (LOT 2, LOTS 10-16, LOT 22)
W
AL
RIVE
F ACCESS FROM PRIVATE ROAD STUB OFF EXISTING TE
WALTER HAY DRIVE NORTHERN ROUNDABOUT R
HA
HOFMANN D
(LOTS 23) Y
DR
G LEFT IN & LEFT OUT ONLY ACCESS DRIVEWAY (LOT 9)
EXISTING NOOSA CIVIC IV
SHOPPING PRECINCT E
E LOT 147
NPW889
LOT 2
F
LOT 21
C
HO
C LOT 19 LOT 3
ET
FM
E
SP246584
HAY DRIV
RENE STRE
AN
LOT 18
ND
RIV
LOT 17
C LOT 3
E C
WALTER
DC
D LOT 7
OA
D
WR
NE
B LOT 4 D
LOT 5 A
LOT 6 LOT 7
G RP46782
LOT 8
LOT 15 B
C LOT 9
E NE
W
LOT 5 RO
SP222982 E AD
NEW
LOT 14 LOT 16 A
RO E
ADB E LOT 10
E
LOT 13 E
E
LOT 11 LOT 2
RP160983
LOT 12
VE
DRI
AY
RH
LTE
WA
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS 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: 5 OF 42
0 40 80 120 160 200m
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:
DRAWN MM Director: CAMERON LANDRETH
SCALE 1:4000 A3
DESIGN CHECK (RPEQ 19358) p 07 5443 8285 ACCESS MANAGEMENT PLAN R34 D
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
Section 6
JOINS PLAN 1856-R37
100
HOF
CH
MAN
LEGEND - NEW WORKS EXTENT N DRIV
SM4
PROVIDE MULCH CH80 NEW FOOTPATH PRAM E CH0
CH20
CH40
CH80
027
TO 1:2 BATTER TO IPWEAQ RS-090
CH60
98.
CH
5m 2m
PROPOSED AC SEAL 220
CH
LOT 15 B1 KERB
80
4172m²
5.0
CH
10m
PROPOSED CONCRETE DRIVEWAY
TO IPWEAQ RS-051 REFER 1856-R34 FOR TYPES 9 CH2
2m
CH100 .4 <1.5% 0
8m
4
60
FL
11 1
3.7
<2.5%
CH
<1.5%
3. 4.1
FUTURE CONCRETE DRIVEWAY (TO BE CONSTRUCTED B1
CH200 RO
FL
LATER) TO IPWEAQ RS-051 REFER 1856-R34 FOR TYPES KE
AD RB
S
N
A
40
B1
CH
2m
KE
PROPOSED AC DRIVEWAY CH40 RB
CH120
20
5m
80 LOT 16 10m
CH
PROPOSED CONCRETE FOOTPATH CH1
5.0
LOT 14 4443m²
4005m² BREAK UP EXISTING AC
CH SEAL, BARRIER KERB (B1
0
PROPOSED CONCRETE ISLAND 60
CH
04
140 TYPE) & FOOTPATH TO TIP
4.
CH 0
FL
16
CH
PROPOSED TURFING
m
%
10
.5
CH
<1
34 3
LOT 10
80
2. .6
140
60
S 3
1 4
N FL
CH 1: 4733m²
CH
PROPOSED VEGETATION AREA 5%
<
2m
1.
CH10
0.
B
ROAD
CH120
<
75
B1
%
KER
0
PROVIDE MULCH B
PROPOSED BIO-RETENTION BASIN
BASIN TO 1:2 BATTER
00
4.
0
18
FL
CH % FOR NEW STORMWATER
.5
80 7
PROPOSED TREE PIT <2 WORKS REFER TO
5. .1
S 6
STORMWATER DRAWINGS 'SW'
N FL
LOT 13 1:4
1:
4
1.
1.5%
B1 KERB 4117m²
5%
PROPOSED BARRIER KERB (B1 TYPE) 6
1.5%
.5
>
450mm CHANNEL [ROAD EDGE] 3 0 PROVIDE MULCH
20
63
FL
>
CH
1.5%>
1.5%>
2.
TO 1:2 BATTER
>
LOT 11
S
LOT 12
N
SM4 KERB
PROPOSED SEMI MOUNTABLE KERB
TYPE (SM4) 160mm FACE [TRAFFIC ISLAND] 7972m² 4999m²
98 1
5
3. .4
.4
FOR NEW EARTHWORKS OVER
S 5
4
N FL
FL
0
LOTS 10 TO 16 REFER TO
22
PROPOSED EARTHWORKING
CH
38
SLOPE PLANS 1856-EW01 TO EW09
CH240
4.
2.5%
FL
FOR NEW EARTHWORKS OVER
CH260
CONNECT EXISTING FOOTPATH TO
PROPOSED SWALE DRAIN LOTS 10 TO 16 REFER TO
>
NEW FOOTPATH WITH DOWELL JOINT
PLANS 1856-EW01 TO EW09
TO IPWEAQ RS-065
PROPOSED STORMWATER 0
GATE LOCATION 28
07 3
DRAINAGE CH
3. 0
S 4.
N FL
13 6
PROVIDE MULCH
3. .9
S 3
TO 1:2 BATTER
N FL
0 1:4
30
CH
LOT 5 PROVIDE MULCH
JOINS PLAN 1856-R36
15 5
SP222982 TO 1:2 BATTER
3. .4
S 5
N FL
0
32
CH
PROVIDE DOUBLE SWING
340
GATE TO IPWEAQ GS-048
CH
0
.00
VE
PROPOSED NEW CHAIN WIRE FENCE 1.8m (HIGH) AS PER AS1725.1-2010.
360
HAY .781
FENCE TYPE #1 (R-L/P-L) AS PER FIGURE H1 AND H2. 1.2m (WIDE) PERSONNEL
DRI
GATE WHERE SHOWN AS PER REQUIREMENTS OF TABLE E1. CLASS 2 FENCE
370
GATE FOR MEMBER SIZING 2.5mm DIA CHAIN LINK FABRIC, POLYMER COATED.
WITH SIGNAGE STATING THE LAND IS A FAUNA RESERVE
LT ER
WA
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS 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: 6 OF 42
0 10 20 30 40 50m
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:
DRAWN MM Director: CAMERON LANDRETH
SCALE 1:1000 A3
DESIGN CHECK (RPEQ 19358) p 07 5443 8285 ROAD WORKS LAYOUT PLAN 1 OF 8 R35 D
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
Section 7
3m
JOINS PLAN 1856-R39 15m
3m
LOT 3 CH
RB
00 120
CH2 NEW FOOTPATH PRAM
70 8
RB
KE
4.004 Ha 2m
:4 2. .1
SM4
TO IPWEAQ RS-090
<1 NS L5
KE
FH
B1
F
B1
LOT 4
CH
LOT 7
CH0
10
2365m²
0
0 2.963 Ha
CH18
C
:4
CH
AD
<1
CH
:4
RO
80
20
<1
.2m 2m
12
%
<1
0
16
CH
1:4
CH
B1
60
2m
B1
4
KE
83 0
SM
7. .0
KE
RB
S 8
CH40
%
N FL
LOT 5
RB
%
<1
LOT 8
:4
<1
0 CH
<1
14 2307m² LOT 6 40
CH 3257m²
75 9
4. . 7
2473m²
S 4
N FL
CH60 LOT 9
0
12
CH2
CH
CH 0 3274m²
LOT 15 24
2 .93
SAW CUT EXISTING ROAD A PAVEMENT TO
1:4
4172m² 5 PROVIDE CLEAN FACE FOR NEW ROAD PAVEMENT
100
CONNECTION. REMOVE EXISTING TO TIP
CH
NEW FOOTPATH PRAM
SM4
CH80 CH0 E
CH20
CH40
TO IPWEAQ RS-090 IV
CH80
027
SM4
DR
CH60
98.
CH Y
220
CH
HOFMANN DRIVE HA
80
ER
5m
CH
T
5.0
10m
AL
4
SM
CH100 <1.5% CH
20
W
2m
8m
0
6
<1.5%
3.7
CH
B1
JOINS PLAN 1856-R37
CH200 RO KE
AD RB
A
40
NEW FOOTPATH PRAM B1
CH
TO IPWEAQ RS-090 KE
CH40 RB
CH120 LOT 16 SAW CUT & BREAK UP EXISTING TRAFFIC
NEW FOOTPATH PRAM
LOT 14 4443m² ISLAND AS REQUIRED TO CONSTRUCT
0
TO IPWEAQ RS-090
2
80 10m
5m
CH
CH1 NEW BIORETENTION BASIN. REFER TO
4005m²
5.0
STORMWATER DRAWINGS FOR DETAILS
BREAK UP EXISTING AC
CH SEAL, BARRIER KERB (B1
0
60
CH
140 TYPE) & FOOTPATH TO TIP
CH 0
16
CH
LOT 10
%
.5 4733m²
CH
<1
80
140
1 60 4 EXISTING PEDESTRIAN CROSSING
CH 1:
10m
5%
CH
. < TO BE REMOVED & PRAM RAMPS TO
CH10
<1 ROAD B 0.
CH120
B1
KER 7 5%
BE REMOVED AS THEY ARE TO
0
B CLOSE TO EXISTING ROUNDABOUT
0
.0
0 FOR NEW EARTHWORKS OVER
2m
4
18
FL
CH LOTS 10 TO 16 REFER TO
PLANS 1856-EW01 TO EW09
80 7
5. .1
S 6
N FL
LOT 13 1:
4
1.
1.5%
5%
6 4117m²
1.5%
5
3.
>
0
20
63
FL PROVIDE MULCH
>
CH
1.5%>
1.5%>
2.
>
TO 1:2 BATTER
S
LOT 11 SAW CUT EXISTING ROAD A PAVEMENT TO
N
PROVIDE CLEAN FACE FOR NEW ROAD PAVEMENT
4999m² CONNECTION. REMOVE EXISTING TO TIP
45
98 1
3. .4
4.
S 5
FL
N FL
CONNECT EXISTING FOOTPATH TO
0
22
LOT 12
CH
NEW FOOTPATH WITH DOWELL JOINT
7972m²
CH240
TO IPWEAQ RS-065
CH260
PROVIDE MULCH I VE
TO 1:2 BATTER DR
28
0 Y
HA
07 3
CH
3. 0
S 4.
R
N FL
TE
AL
JOINS PLAN 1856-R35 W
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS 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: 7 OF 42
0 10 20 30 40 50m
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:
DRAWN MM Director: CAMERON LANDRETH
SCALE 1:1000 A3
DESIGN CHECK (RPEQ 19358) p 07 5443 8285 ROAD WORKS LAYOUT PLAN 2 OF 8 R36 D
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
The text continues on section 8.