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RFI - Engineering Plans · MCU26/0001
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Original PDF page 1, section 1. The text section number identifies this passage in the reader.
DATE PLOTTED: Wednesday, 20 May 2026 3:03:36 PM BY : CHANELLE STRYDOM
CIVIL OPERATIONAL WORKS
PROPOSED MULTIPLE DWELLING DEVELOPMENT
AT 17 BOTTLEBRUSH AVENUE, NOOSA HEADS
FOR MADE ONE PTY LTD
JOB No. 2613
SCHEDULE OF DRAWINGS
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DWG DESCRIPTION
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2613 - C000 LOCALITY & SCHEDULE OF DRAWINGS
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2613 - C001 GENERAL NOTES
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2613 - C100 EXISTING FEATURES PLAN
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2613 - C101 BULK EARTHWORKS PLAN
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2613 - C110 BULK EARTHWORKS SECTIONS
2613 - C200 ROADWORKS & DRAINAGE LAYOUT PLAN
2613 - C210 DRIVEWAY DETAILS
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2613 - C300 STORMWATER CATCHMENT PLAN
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2613 - C320 STORMWATER LONGITUDINAL SECTIONS
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2613 - C350 STORMWATER CALCULATIONS
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2613 - C351 STORMWATER DETENTION TANK DETAILS
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2613 - C400 VEHICLE TURNPATH PLAN - SHEET 1
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2613 - C401 VEHICLE TURNPATH PLAN - SHEET 2
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2613 - C402 VEHICLE TURNPATH PLAN - SHEET 3
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2613 - C500 EROSION & SEDIMENT CONTROL PLAN
2613 - C510 EROSION & SEDIMENT DETAILS
SUBJECT SITE
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THESE PLANS HAVE BEEN PREPARED FOR A COMBINED
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MATERIAL CHANGE OF USE AND OPERATIONAL WORKS
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PERMIT APPLICATION ONLY AND ARE NOT SUITABLE FOR
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SUBMISSION WITH ANY OTHER COUNCIL APPLICATION.
CIVIL DESIGN BASED ON:
FIELD SURVEY BY LEVELUP SURVEYING
DWG No. 2275_D1 DATED 26/03/2026
GDA2020 MGA56
LOCALITY PLAN ARCHITECTURAL PLANS BY BLACKWOOD
p:\2613-17 bottlebrush ave, noosa heads\02 design\acad\c000 cover sheet.dwg
SCALE 1:750 DWG No. DA1.06-DA5.06 DATED 06/05/2026
IMAGE SOURCE: NEARMAP
PROPERTY DESCRIPTION
LOT 143 ON RP88934 NOTE:
17 BOTTLEBRUSH AVENUE, THESE DESIGN DRAWINGS HAVE BEEN PREPARED FROM THIRD PARTY INFORMATION RECEIVED FROM THE FOLLOWING
NOOSA HEADS CONSULTANTS. ALL SET-OUT, LEVELS AND LOCATIONS MUST BE CROSS CHECKED BY A LICENSED SURVEYOR BEFORE
COMMENCING CONSTRUCTION TO ENSURE COMPLIANCE WITH CURRENT MAPPING GRIDS, HEIGHT DATUMS AND BUILDING
NOOSA SHIRE COUNCIL
SETBACKS.
SITE AREA = 507m²
SURVEYOR : LEVEL UP SURVEYING PH: 07 5471 2737
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DETAILS SCALE APPROVED PROPOSED MULTIPLE DWELLING DEVELOPMENT
A 15.05.26 FOR APPROVAL GS CS
Barlow Shelley Pty Ltd
ABN 29 679 702 599
AT 17 BOTTLEBRUSH AVE, NOOSA HEADS 2613
DATUM AHD
DESIGN CS 1:750 15 0 15 30 A1
................. 07 5443 8285 FOR MADE ONE PTY LTD
PO Box 899
1:1500 Director: TIM BURKE Maroochydore 4558 DRAWING TITLE: DRAWING NUMBER REV
DRAWN GS A3
(RPEQ 25245) [email protected] LOCALITY & SCHEDULE OF DRAWINGS
DESIGN CHECK TB
DRAWING STATUS
barlowshelley.com.au C000 A
DATE MAY 2026 This drawing is not to be copied or amended without written permission from Barlow Shelley Pty Ltd
FOR APPROVAL
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Section 2
DATE PLOTTED: Wednesday, 20 May 2026 3:03:37 PM BY : CHANELLE STRYDOM
GENERAL NOTES EARTHWORKS AND PAVEMENT DRAINAGE NOTES SEDIMENT & EROSION CONTROL
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 NOTES
SPECIFIED KERB TYPE. REFER TO LOCAL AUTHORITIES STANDARD DRAWINGS DRAINAGE LINES UNO.
FOR KERB TYPE 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
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 DIVERTED AROUND THE WORK SITE WHERE POSSIBLE.
VEGETABLE MATTER AND OTHER DELETERIOUS MATERIAL. THE FILLING
SERVICE AUTHORITIES. (IF REQUIRED). b. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE
SHALL BE FREE FROM COBBLES OR ROCKS IN EXCESS OF 100mm NOMINAL DN3. STORMWATER PIPE MATERIALS ARE TO BE: INSTALLED AND BE OPERATIONAL BEFORE COMMENCING
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; UP-SLOPE EARTHWORKS.
OTHERWISE APPROVED BY THE SUPERINTENDENT. · R.C.P. RUBBER RING JOINTED, MINIMUM CLASS "2" ; c. ALL SEDIMENT & EROSION CONTROL DEVICES MUST BE
GN4. NOTIFY ALL RELEVANT AUTHORITIES PRIOR TO COMMENCEMENT OF WORK · F.R.C. PIPE RUBBER RING JOINTED, MINIMUM CLASS "X", OR; REGULARLY INSPECTED AND MAINTAINED BY THE
WITHIN EXISTING ROAD RESERVES. EW9. ALL FILLING SHALL BE PLACED IN MAXIMUM 200mm LOOSE LAYER
CONTRACTOR. INSPECTIONS SHOULD OCCUR ON A WEEKLY
THICKNESS WITH EACH LAYER COMPACTED TO AT LEAST 98% COMPACTING DN4. STORMPRO (PPE, RRJ, MINIMUM CLASS SN8), OR APPROVED EQUIVALENT, MAY BE BASIS (MINIMUM), ALONG WITH BEFORE AND AFTER
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 SIGNIFICANT RUNOFF PRODUCING STORMS.
DETAILED LOCATIONS AND LEVELS OF ALL SERVICES PRIOR TO BACKFILL MATERIAL SHALL BE IN ACCORDANCE WITH IPWEAQ STANDARD d. ALL DISTURBED LAND MUST BE RENDERED EROSION-PROOF
COMMENCEMENT OF WORKS AT THE SITE. ANY DAMAGE TO EXISTING EW10. REFER TO THE GEOTECHNICAL REPORT REGARDING REMOVAL AND DRAWING DS-030 AND AS2566.2. COMPACTION OF BEDDING AND BACKFILL BY THE ESTABLISHMENT OF 80% EFFECTIVE GROUND
SERVICES SHALL BE 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 COVER WITHIN 28 DAYS OF FINAL EARTHWORKS TRIM.
THE SUBGRADE UNDER ALL ROADS, DRIVEWAYS AND FILL BATTERS. PIPES SHALL BE OVALITY TESTED PRIOR TO ON MAINTENANCE WITH COUNCIL, TO e. IN AREAS WHERE RUNOFF TURBIDITY IS TO BE
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. CONTROLLED, EXPOSED SURFACES TO BE EITHER
SPECIFICATIONS AND REQUIREMENTS. BE CALLED TO SITE TO DETERMINE THE PRESENCE OF ANY EXISTING FILL
MULCHED, COVERED WITH EROSION CONTROL BLANKETS
UNDER DRIVEWAYS AND ASSOCIATED BATTERS. PROVIDE A BACKHOE FOR DN4. UPVC PIPES ARE EITHER RUBBER RING JOINTED OR SOLVENT WELD JOINTED.
OR TURFED IF EARTHWORKS ARE EXPECTED TO BE
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.
DELAYED FOR MORE THAN 14 DAYS.
f. STRAW BALE SEDIMENT TRAPS ARE A SECONDARY OPTION
DN5. FRC AND RCP SYSTEMS ARE CONSTRUCTED BY EMBEDDING THE LOWER PRECAST
VE1. NO CLEARING SHALL BE CARRIED OUT BEYOND THE EXTENT OF EARTHWORKS WHICH GENERALLY SHOULD NOT BE USED IF OTHER
EW11. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS ARE TO BE INSTALLED SECTION INTO A WET CAST-INSITU CONCRETE BASE. CUT OUTS FOR PIPE
OR WHERE NECESSARY FOR SERVICES CONSTRUCTION WITHOUT THE OPTIONS ARE AVAILABLE.
AND FULLY OPERATIONAL BEFORE COMMENCING UP-SLOPE EARTHWORKS. PENETRATIONS ARE MADE USING CONCRETE SAWS/DRILLS WHILE MINIMIZING
WRITTEN APPROVAL OF THE SUPERINTENDENT.
DAMAGE TO THE ADJACENT PIPE MATERIALS.
SE2. SEDIMENT CONTROL FENCE:
EW12. ALL EXISTING UNDERGROUND SERVICES ARE TO BE LOCATED AND MARKED
VE2. MILLABLE LOGS ARE TO BE REMOVED FOR SAWMILLING. g. NOT TO BE LOCATED IN AREAS OF CONCENTRATED FLOW.
PRIOR TO COMMENCING EARTHWORKS. DN6. LIDS TO CAST-IN-SITU MANHOLES ARE LIGHT DUTY, CLOSE FITTING BOLT DOWN
h. NORMALLY LOCATED ALONG THE CONTOUR WITH A
CAST IRON OR GALVANISED STEEL, CONCRETE INFILL TYPE (GATIC LIGHT DUTY,
VE3. SUITABLE MATERIAL IS TO BE MULCHED FOR REUSE ON SITE. MAXIMUM CATCHMENT AREA 0.6 HA PER 100M LENGTH OF
EW13. FILL DENSITY TESTING SHALL CONFORM TO THE FOLLOWING: POLYCRETE BROADSTEL OR SIMILAR) OF APPROXIMATELY THE SAME INTERNAL
FENCE.
a. 1 TEST PER 500 cu.m - GENERALLY DIMENSIONS AS THE MANHOLE.
i. WOVEN FABRICS ARE PREFERRED, NON-WOVEN FABRICS
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
MAY BE USED ON SMALL WORK SITES, I.E. OPERATIONAL
PERIOD LESS THAN 6 MONTHS OR ON SITES WHERE
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:
SIGNIFICANT SEDIMENT RUNOFF IS NOT EXPECTED.
j. WHERE FENCES NEED TO BE LOCATED ACROSS THE
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 CONTOUR - REFER IPEAW STANDARD DRAWING D-0040 FOR
d. ROAD VERGES/EMBANKMENTS = 98% STD THE LOCAL AUTHORITIES STANDARD AND ARE MARKED "STORMWATER"
ENGINEER THAT THE WHOLE OF THE EARTHWORKS AND GEOTECHNICAL DETAILS.
e. PAVEMENT SUBGRADE = 100% STD FOR NON-COHESIVE IMPRESSED INTO THE CONCRETE INFILL. INFILL CONCRETE IS CLASS N25.
SUPERVISION COMPLIES WITH AS3798 FOR k. FENCES ARE REQUIRED 2m MIN FROM TOE OF CUT OR FILL
MATERIALS, M.D.D.R. = 80%
BATTERS, WHERE NOT PRACTICAL ONE FENCE CAN BE AT
DN09. UPVC PIPE AND KERB ADAPTORS ARE USED WHERE DISCHARGE IS INTO THE KERB
EW2. THE CONTRACTOR SHALL REFER TO THE GEOTECHNICAL INVESTIGATION EW15. ALL ALLOTMENTS OR AREAS SUBJECT TO EARTHWORKS ARE TO BE FREE THE TOE WITH A SECOND FENCE 1M MIN AWAY. FENCE
AND CHANNEL.
REPORT - (IF AVAILABLE) DRAINING WITH A MINIMUM SLOPE OF 1:100. SHOULD NOT BE LOCATED PARALLEL WITH TOE IF
CONCENTRATION OF FLOW WILL OCCUR BEHIND THE FENCE.
DN10. INTER-ALLOTMENT DRAINAGE LINES ARE LOCATED 0.5 METRES FROM REAR OR
EW3. ALL EXISTING UNDERGROUND SERVICES ARE TO BE LOCATED AND MARKED EW16. ALL EXISTING GRASSED AREAS DISTURBED DURING CONSTRUCTION SHALL SIDE BOUNDARIES WITHIN THE PROPERTIES SERVED.
PRIOR TO COMMENCING EARTHWORKS. BE TOP SOILED TO A MINIMUM DEPTH OF 100mm AND TURFED OR SEEDED SE3. TEMPORARY CONSTRUCTION ENTRY/EXIT SEDIMENT TRAP:
WITH A MINIMUM STRIKE RATE OF 80% PRIOR TO ANY 'ON MAINTENANCE' l. ADJACENT STORMWATER RUNOFF TO BE DIVERTED AWAY
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. FROM ENTRY/EXIT.
STANDARD SPECIFICATION FOR STORMWATER DRAINAGE.
DRAWINGS. THE CONTRACTOR SHALL SET OUT THESE LIMITS FOR INSPECTION m. WHEEL - WASH OR SPRAY UNIT MAY BE REQUIRED DURING
BY THE ENGINEER PRIOR TO CONSTRUCTION. AMENDMENTS TO EARTHWORKS EW17. ALL TEMPORARY STOCKPILES (IF APPLICABLE) TO HAVE 1:6 MAXIMUM SIDE WET WEATHER.
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. SE4. SAFETY ISSUES MUST BE CONSIDERED AT ALL TIMES, INCORPORATE
DN13. THE CONTRACTOR SHALL CONTACT ALL RELEVANT AUTHORITIES AND LOCATE
TRAFFIC CONTROL DEVICES .
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 SE5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL
RD1. THE CONTRACTOR SHALL ESTABLISH THE LOCATION, LINE & LEVEL OF ALL PUBLIC IRRESPECTIVE OF WHETHER THE SERVICES ARE SHOWN ON THE DRAWINGS OR
VEGETABLE MATTER TO THE BASE OF THE SUB GRADE. SEDIMENT AND EROSION CONTROL MEASURES HAVE BEEN
& PRIVATE UTILITY SERVICES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. NOT.
ADDRESSED AS STIPULATED IN THE ENVIRONMENTAL MANAGEMENT
WHERE UTILITY SERVICES ARE SHOWN ON THE PLANS, THEY ARE SHOWN PLAN. ADDITIONAL OR DIFFERENT SEDIMENT & EROSION CONTROL
b. FURTHER EXCAVATE IF REQUIRED TO BOX OUT TO THE MINIMUM
PAVEMENT THICKNESS. REMOVE AND RE-COMPACT FILL AS PER THE
INDICATIVELY FOR THE INFORMATION OF THE CONTRACTOR ONLY. THE PRINCIPAL UNDERGROUND SERVICES DEVICES MAY BE REQUIRED DURING CONSTRUCTION PHASE TO
SHALL NOT BE LIABLE FOR ANY OMISSION OF SERVICES FROM THE PLANS OR THE COMPLY WITH THE ABOVE.
GEOTECHNICAL REPORT NOTE ON THIS DRAWING. UNDERGROUND SERVICES HAVE BEEN LOCATED ONLY WHERE OBVIOUS. SOME SERVICES
ACCURACY OF ANY SERVICES SHOWN ON THE PLANS.
THAT WERE NOT OBVIOUS AND ARE NOT SHOWN ON THE PLAN MAY STILL BE PRESENT. IT SE6. TEMPORARY STOCKPILES TO HAVE 1:6 SIDE BATTERS (MAXIMUM) AND
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 BE SHAPED TO ENSURE RUN-OFF IS TREATED AND MANAGED TO THE
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 SATISFACTION OF THE SUPERINTENDENT. ALL EXPOSED STOCKPILE
VARY FROM THE ACTUAL GROUND LEVEL. THE AUTHOR OF THIS PLAN ACCEPTS NO RESPONSIBILITY FOR DAMAGE TO SERVICES SURFACES TO BE GRASS SEEDED. SEDIMENT FENCES AND CUT-OFF
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 DRAINS MAY BE REQUIRED.
RD3. ALL CONSTRUCTION LEVELS SHALL BE SET BY THE CONTRACTOR WITH
MEASURED BY THE STANDARD METHOD DESCRIBED IN AS1289 UNO.
REFERENCE TO SURVEYED BENCH MARKS PROVIDED BY THE PRINCIPAL'S
APPOINTED SURVEYOR. MIN TRENCH
e. EXCAVATE AND REPLACE WITH STRUCTURAL FILL ANY SOFT SPOTS OR
HEAVING SUBGRADE AREAS. STRUCTURAL FILL SHALL BE APPROVED (OD + 1200mm)
WORKPLACE AND HEALTH SAFETY
RD4. SUBGRADE EVALUATION IS TO BE UNDERTAKEN IN ACCORDANCE WITH THE
GRANULAR FILL (100mm MAXIMUM PARTICLE SIZE, MINIMUM SOAKED CBR ALL WATER AND SEWER CONSTRUCTION WORK IS TO COMPLY WITH THE
BYDA **CAUTION**
PROCEDURES OUTLINED IN ARRB SR41 - A STRUCTURAL DESIGN GUIDE FOR REQUIREMENTS OF QUEENSLAND WORK HEALTH AND SAFETY ACT 2011 CONTACT
15 PLACED IN LAYERS NOT EXCEEDING 200mm AND COMPACTED TO APPROX. LOCATION OF PUBLIC UTILITIES ONLY. EXACT LOCATION AND DEPTH
FLEXIBLE RESIDENTIAL STREET PAVEMENTS. YOUR NEAREST OFFICER OF THE DIVISION OF WORKPLACE HEALTH & SAFETY.
ACHIEVE NOT LESS THAN 98 % MAXIMUM RELATIVE DRY DENSITY TO BE DETERMINED ON SITE BY RELEVANT AUTHORITY PERSONNEL PRIOR TO
FOR INFORMATION PHONE:1300 362128
(STANDARD), OR 75 % DRY DENSITY INDEX IN ACCORDANCE WITH AS 1289. BACKFILL BACKFILL
COMMENCING WORK.
RD5. ALL KERBING SHALL CONFORM TO LOCAL AUTHORITY COUNCIL'S RELEVANT NOOSA SHIRE COUNCIL - PH 5329 6272
SITE FILLING MATERIAL AND COMPACTION UNDER THE PAVING AND
STANDARD DRAWINGS. NOTE - DIGITAL MODEL :
UNITYWATER NORTH - PH 1300 086 489
BUILDING SHALL BE AS ABOVE.
OVERLAY 480mm OVERLAY 200mm ENERGEX QLD - PH 13 12 53
A DIGITAL MODEL MAY BE PROVIDED TO THE CONTRACTOR, UPON NBN CO QLD - PH 1800 687 626
RD6. ALL ROADSIDE VERGE AREAS AND BATTERS SHALL BE TOP S OILED TO A REQUEST, BUT IS NOT TO BE TAKEN AS "MACHINE READY". DESIGN
EW6. ALL FILLING SHALL BE CLEAN EXCAVATED MATERIAL FREE FROM TOPSOIL AND TELSTRA QLD SOUTH EAST - PH 1800 653 935
MINIMUM DEPTH OF 100mm (LIGHTLY COMPACTED) AND TURFED. DRAWINGS AND SITE INSTRUCTIONS SHALL GENERALLY TAKE
VEGETATION.
SIDE 342mm SIDE 682mm PRECEDENT OVER THE INFORMATION PROVIDED IN THE DIGITAL
RD7. PAVEMENT MARKINGS AND SIGNS SHALL BE PROVIDED IN ACCORDANCE WITH THE MODEL. THE CONTRACTOR IS RESPONSIBLE FOR MANIPULATING THE
EW7. THE EXISTING SITE WON MATERIALS MAY CONTAIN ROCKS AND COBBLES AND HAUNCH 180mm DISCLAIMER
QUEENSLAND MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. DIGITAL MODEL TO BE "MACHINE READY".
THESE SHALL BE EXCLUDED OVER 100mm NOMINAL SIZE IN ANY EXISTING BED 100mm BED 150mm WHILST EVERY EFFORT HAS BEEN MADE TO ENSURE THAT THE INFORMATION
p:\2613-17 bottlebrush ave, noosa heads\02 design\acad\c001 general notes.dwg
MATERIAL USED AS FILLING. PROVIDED IN THIS DRAWINGS/DESIGN WAS ACCURATE AT THE TIME IT WAS
RD8. PROVIDE TELSTRA AND ENERGEX CONDUITS UNDER CONCRETE DRIVE-WAYS, RCP STORMPRO COMPILED, AS PART OF THE COUNCIL'S "AS CONSTRUCTED" RECORDS, IT REMAINS
WHERE DIRECTED. THE RESPONSIBILITIES OF PROPERTY OWNERS AND THEIR CONTRACTORS, SUB-
600Ø CAUTION - EXISTING SERVICES : CONTRACTORS, EMPLOYEES, SERVANTS AND AGENTS AS APPROPRIATE IN THE
CIRCUMSTANCES TO MAKE ALL REASONABLE EFFORTS TO ASCERTAIN THE PRECISE
THE CONTRACTOR IS TO DETERMINE THE EXACT LOCATION OF ALL LOCATION OF EXISTING INFRASTRUCTURE INCLUDING WATER MAINS, SEWERS AND
EXISTING SERVICES IN THE VICINITY OF THE PROPOSED WORKS DRAINS BEFORE UNDERTAKING EXCAVATION OR CONTRACTION WORK. USERS OF
PRIOR TO THE START OF ANY CONSTRUCTION. THE COST OF ANY THE INFORMATION SHOULD BE AWARE THAT SINCE THE ORIGINAL RECORDING OF
NOTE: RECTIFICATION WORKS DUE TO DAMAGE TO EXISTING SERVICES THE DEPTHS IN RELATION TO GROUND LEVELS, CHANGES MAY HAVE OCCURRED AS
EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE DESIGNED AND SHALL BE BORNE BY THE CONTRACTOR. THE ENGINEER SHALL NOT A RESULT OF SUBSEQUENT WORK OR ACTIVITIES INVOLVING FILLING OR
PROVIDED IN ACCORDANCE WITH THE INTERNATIONAL EROSION CONTROL EXCAVATION. CONSEQUENTLY, UNITYWATER TAKES NO RESPONSIBILITY FOR ANY
BE LIABLE FOR REWORK TO DESIGN DUE TO EXISTING SERVICES APPARENT ERROR OR INACCURACIES THAT ARE SHOWN TO EXIST AS AT THE DATE
ASSOCIATION (AUSTRALASIA) 2018's "BEST PRACTICE EROSION AND SEDIMENT NOT BEING LOCATED CORRECTLY. INFORMATION WAS PROVIDED OR AT A LATER DATE. THE ABOVE ALSO APPLIES TO
CONTROL FOR BUILDING AND CONSTRUCTION SITE. LOCATION AND DEPTH OF OTHER PUBLIC UTILITIES.
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DETAILS SCALE APPROVED PROPOSED MULTIPLE DWELLING DEVELOPMENT
A 15.05.26 FOR APPROVAL GS CS
Barlow Shelley Pty Ltd
ABN 29 679 702 599
AT 17 BOTTLEBRUSH AVE, NOOSA HEADS 2613
DATUM AHD
DESIGN CS
................. 07 5443 8285 FOR MADE ONE PTY LTD
PO Box 899
DRAWN GS
NOT TO SCALE Director: TIM BURKE Maroochydore 4558 DRAWING TITLE: DRAWING NUMBER REV
(RPEQ 25245) [email protected] GENERAL NOTES
DESIGN CHECK TB
DRAWING STATUS
barlowshelley.com.au C001 A
DATE MAY 2026 This drawing is not to be copied or amended without written permission from Barlow Shelley Pty Ltd
FOR APPROVAL
Section 3
DATE PLOTTED: Wednesday, 20 May 2026 3:05:48 PM BY : CHANELLE STRYDOM
OH
LEGEND
T
OH
W
SITE BOUNDARY
T
OH
29.25
29.50
EXISTING LAND PARCELS
W
T
LOT 0 ON LOT 121 ON
OH
36 EXISTING CONTOURS (INTERVALS OF 0.25m)
SP102648 RP88934 .00
W
T
OH
EXISTING STRUCTURE TO BE DEMOLISHED
T
W
OH
EXISTING KERB AND CHANNEL
T
W
OH OH OH OH
32.5
29
30
OH OH
33.5
OH
33
OH OH EXISTING ROAD CROWN
31
OH OH OH
37
OH OH
32
OH OH OH
30.5
OH
36.5
36
35.5
34
34.5
35
31.5
OH
T
EXISTING RETAINING WALL
29.75
W
OH
OH
W W W EXISTING WATER SERVICE
SW
T
OH EXISTING GULLY PIT
SL: 29.21 EXISTING SEWER RETICULATION MAIN
W
S S S
EXISTING 300Ø STORWMATER PIPE PLOTTED FROM
OH
OH
SW
30.00
T
EXISTING BUILDINGS RECORDS. EXACT LOCATION AND DEPTHS TO BE SW SW SW EXISTING STORMWATER
OH TO BE DEMOLISHED CONFIRMED ON SITE PRIOR TO CONSTRUCTION.
W
SW
EXISTING OVERHEAD ELECTRICAL
OH
OH OH OH OH
30.25W
SW SW SW
T
/ / SW / / SW / SW
/ / / / SW / / SW SW/ /SW / SW
/ / / SW / / /
SW / / SW / / / / / / / / / / / / / / / / /
/ / / SW / / /
SW / / SW /
SW SW SW
OH SW SW SW SW SW SW SW SW SW
T T T T EXISTING UNDERGROUND TELECOMMUNICATIONS
3
31.
31
/
36
31
30.7
35
35
36
6.2
35.
35.0
34.50
34.7
OH
34.00
.2
BOTTLEBRUSH AVENUE
.00
.00
.75
50
.50
OH
.50
T
5
/ / /
5
EXISTING FENCE
25
/
5
0
5
OH
/
W
33.2
EXISTING TOP OF BATTER
T
OH
/
OH
5
EXISTING TOE OF BATTER
OH
W
T
/
EXISTING LANDSCAPING
OH
OH
/
T
W
/
OH EXISTING TREES TO BE REMOVED
EXISTING DRIVEWAY
36.75
OH
LOT 143 ON LOT 0 ON
/
CROSSOVER TO BE OH
RP88934 SP117777
T
/
DEMOLISHED.
W
OH
/
OH
OH
T
W
/
OH
33.50
OH
/
T
33.00
W
/
T
ALL EXISTING RETAINING
/
OH
WALLS TO BE REMOVED
/
W
T
/
OH
ALL EXISTING RETAINING
/
WALLS TO BE REMOVED
W
T
30
/
29
37
OH
/
31.50
31.00
31.25
30.75
36.75
34.75
36.50
35.25
35.50
36.25
3
35.00
35.75
36.00
W
T
4.00
33.00
/
34.
OH
/
25
T
/ / / / / / / / / / / / /
/ / / /
W
33 / /
.50 / / / / / / / /
S
EXISTING SEWER
OH
MANHOLE
W
S
T
SL: 31.38
IL: 29.68
OH
W
S
T
OH
T
S
W
EXISTING WATER MAIN &
OH
T
Section 4
TELECOMMUNICATIONS TO LOT 0 ON LOT 123 ON
W
BE LOCATED AND LOWERED
BUP100710 RP88934
T
OH
30.50
30.25
W
30.00
29.25
29.75
29.50
T
OH
W
T
OH
35.5
36.5
31.5
W30
31
30.5
T
32
29
36
37
34.5
35
33
p:\2613-17 bottlebrush ave, noosa heads\02 design\acad\c100 existing features plan.dwg
33.5
32.5
34
OH
W
T
OH
T
W
CAUTION - EXISTING SERVICES
THE CONTRACTOR IS TO DETERMINE THE EXACT
LOCATION OF ALL EXISTING SERVICES IN THE
VICINITY OF THE PROPOSED WORKS PRIOR TO THE
START OF ANY CONSTRUCTION. THE COST OF ANY
RECTIFICATION WORKS DUE TO DAMAGE OF
EXISTING SERVICES SHALL BE BORNE BY THE
CONTRACTOR.
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DETAILS SCALE APPROVED PROPOSED MULTIPLE DWELLING DEVELOPMENT
A 15.05.26 FOR APPROVAL GS CS
Barlow Shelley Pty Ltd
ABN 29 679 702 599
AT 17 BOTTLEBRUSH AVE, NOOSA HEADS 2613
DATUM AHD
DESIGN CS 1:100 1 0 1 2 3 4 5 A1
................. 07 5443 8285 FOR MADE ONE PTY LTD
PO Box 899
1:200 Director: TIM BURKE Maroochydore 4558 DRAWING TITLE: DRAWING NUMBER REV
DRAWN GS A3
(RPEQ 25245) [email protected] EXISTING FEATURES PLAN
DESIGN CHECK TB
DRAWING STATUS
barlowshelley.com.au C100 A
DATE MAY 2026 This drawing is not to be copied or amended without written permission from Barlow Shelley Pty Ltd
FOR APPROVAL
Section 5
DATE PLOTTED: Wednesday, 20 May 2026 3:06:15 PM BY : CHANELLE STRYDOM
LEGEND
T
W
SITE BOUNDARY
T
29.25
29.50
EXISTING LAND PARCELS
W
T
LOT 0 ON LOT 121 ON
33. DESIGN CONTOURS (INTERVALS OF 0.50m)
SP102648 RP88934 50
W
T
36 EXISTING CONTOURS (INTERVALS OF 0.25m)
.00
T
W
24.20 FINISHED SURFACE LEVEL
EXISTING 300Ø STORWMATER PIPE PLOTTED FROM
FFL 25.30 FINISHED FLOOR LEVEL
T
RECORDS. EXACT LOCATION AND DEPTHS TO BE
W
32.5
29
30
33.5
33
31
37
CONFIRMED ON SITE PRIOR TO CONSTRUCTION.
32
30.5
36.5
PROPOSED TOP OF BATTER
36
35.5
34
34.5
35
31.5
T
29.75
W
PROPOSED TOE OF BATTER
C110
PROPOSED RETAINING WALLS (TO STRUCTURAL
C110
C110
SW
T
B
D
C
ENGINEER'S DETAILS)
W
SW
30.00 PROPOSED EARTHWORKS CUT
T
W
SW
PROPOSED EARTHWORKS FILL
30.25W
SW SW SW
T
/ / SW / / SW / SW
/ / / / SW / / SW SW/ /SW / SW
/ / / SW / / /
SW / / SW / / / / / / / / / / / / / / / / /
/ / / SW / / /
SW / / SW /
SW SW SW 36.25
SW SW36.25 SW 36.25SW SW SW SW SW SW
36
31.
31
/
36
31
30.7
EXISTING WATER SERVICE
35
W W W
35
36
35.
35.0
34.50
34.7
.25
34.00
.2
BOTTLEBRUSH AVENUE
.00
.0
>
.75
50
.50
.50
T
5
25
0
/
5
0
5
S S S EXISTING SEWER RETICULATION MAIN
29.90
/
W
>
33.2
T
SW SW SW EXISTING STORMWATER
/
29.87 29.90
5
>
31.00
T T T T EXISTING UNDERGROUND TELECOMMUNICATIONS
W
T
> /
/
/ / / EXISTING FENCE
30.00
30.50
29.50
>
T
W
/
EXISTING TOP OF BATTER
36.75
LOT 0 ON
> /
SP117777
T
EXISTING TOE OF BATTER
/
W
>
/
T
>
W
PROPOSED BASEMENT
/
29.73 29.84
33.50
/
T
>
FFL 29.90
33.00
W 29.50 W
/
A PAD 29.60
>
T
/
C110
/
>
T
/
>
/
W
T
30
>
/
29.74
29
29.85
37
36.35
/
31.50
31.00
31.25
30.75
29.86
36.75
34.75
36.50
35.25
35.50
36.25
3
35.00
35.75
36.00
W
T
29.87 29.90
4.00
33.00
/
29.90
36.55
36.55
29.50
30.00
34.
/
25
36.25 36.25 /
T
/ / / / / / / / / / / / /
/ / /
W
33 / /
0 .5 / / / / / / / /
S
The text continues on section 6.
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