Original source · versioned page text
engineering
PROPOSED MIXED USE DEVELOPMENT
AT 2 BOTTLEBRUSH AVENUE, NOOSA HEADS
FOR AJG PROPERTY DEVELOPMENT TRUST
BO
TT
LE
RIVE
BR
US
SA D
H
AV
SCHEDULE OF DRAWINGS
EN
NOO
UE
PROPOSED SITE LOCATION
DWG DESCRIPTION
LOT 157 ON RP88772 2308 - R01 Locality Plan & Schedule Of Drawings
2308 - R02 General Notes
2308 - R03 General Layout Plan
2308 - R04 Earthworks Layout Plan
2308 - R05 Site Sections
2308 - R06 Levels & Drainage Plan
2308 - R07 Water & Sewer Servicing Plan
LOCALITY PLAN
NOT TO SCALE
LEGAL PROPERTY DESCRIPTION
a:\2308-75 noosa drv noosa heads\acad civil preliminary\2308 - da.dwg
LOT 157 on RP88772
2 BOTTLEBRUSH AVE, NOOSA HEADS QLD 4567
Site Area (Total Lot) = 546.38²
Director:7736)
(RPEQ TONY SHELLEY
Director:7736)
(RPEQ TONY SHELLEY
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED MIXED USE DEVELOPMENT 2308
A 04-07-23 INITIAL ISSUE BK JP AT 2 BOTTLEBRUSH AVENUE, NOOSA HEADS
B 31-07-23 FOR APPROVAL BK JP DATUM AHD SHEET: 1 OF 7
FOR AJG PROPERTY DEVELOPMENT TRUST
DESIGN JP
................. DRAWING TITLE: DRAWING NUMBER REV
DRAWN BK NOT TO SCALE
DESIGN CHECK
Director: TONY SHELLEY
p 07 5443 8285 LOCALITY PLAN & SCHEDULE OF DRAWINGS R01 B
JL (RPEQ 7736)
This drawing is not to be copied or amended without written permission from e [email protected] w www.barlowshelley.com.au
DATE 04-07-2023 Barlow Shelley Consulting Engineers a PO Box 899 Maroochydore 4558 ABN 89 215 591 077
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Page 2
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 LOCAL AUTHORITIES STANDARD DRAWINGS FOR DRAINAGE LINES UNO.
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 LOCATION AND LEVEL OF SERVICES PRIOR TO COMMENCEMENT OF BACKFILL MATERIAL SHALL BE IN ACCORDANCE WITH IPWEAQ STANDARD
d. ALL DISTURBED LAND MUST BE RENDERED EROSION-PROOF
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 BY THE ESTABLISHMENT OF 80% EFFECTIVE GROUND
REPLACEMENT OF EXISTING FILLING MATERIAL. THIS NOTE SHALL APPLY TO MATERIAL SHALL BE MINIMUM 90% MMDD IN ACCORDANCE WITH AS2566.2. HDPE
RECTIFIED AT THE CONTRACTORS EXPENSE. 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 WHICH GENERALLY SHOULD NOT BE USED IF OTHER
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 OPTIONS ARE AVAILABLE.
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. SE2. SEDIMENT CONTROL FENCE:
EW12. ALL EXISTING UNDERGROUND SERVICES TO BE LOCATED AND MARKED
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
VE2. MILLABLE LOGS ARE TO BE REMOVED FOR SAWMILLING. h. NORMALLY LOCATED ALONG THE CONTOUR WITH A
CAST IRON OR GALVANISED STEEL, CONCRETE INFILL TYPE (GATIC LIGHT DUTY,
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
VE3. SUITABLE MATERIAL IS TO BE MULCHED FOR REUSE ON SITE. 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
MAY BE USED ON SMALL WORK SITES, I.E. OPERATIONAL
EARTHWORKS AND PAVEMENT DN7. ALL STEEL GRATES AND FRAMES TO BE HOT DIPPED GALVANIZED AND SHALL BE
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 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 GEOTECHNICAL INVESTIGATION THE TOE WITH A SECOND FENCE 1M MIN AWAY. FENCE
EW15. ALL ALLOTMENTS OR AREAS SUBJECT TO EARTHWORKS ARE TO BE FREE AND CHANNEL.
REPORT - (IF AVAILABLE) SHOULD NOT BE LOCATED PARALLEL WITH TOE IF
DRAINING WITH A MINIMUM SLOPE OF 1:100.
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 TO BE LOCATED AND MARKED PRIOR EW16. ALL EXISTING GRASSED AREAS DISTURBED DURING CONSTRUCTION SHALL SIDE BOUNDARIES WITHIN THE PROPERTIES SERVED.
TO COMMENCING EARTHWORKS. SE3. TEMPORARY CONSTRUCTION ENTRY/EXIT SEDIMENT TRAP:
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' 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 FROM ENTRY/EXIT.
INSPECTION. 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 WET WEATHER.
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. 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
b. FURTHER EXCAVATE IF REQUIRED TO BOX OUT TO MINIMUM PAVEMENT WHERE UTILITY SERVICES ARE SHOWN ON THE PLANS, THEY ARE SHOWN FOR PLAN. ADDITIONAL OR DIFFERENT SEDIMENT & EROSION CONTROL
THICKNESS. REMOVE AND RE-COMPACT FILL AS PER GEOTECHNICAL THE INFORMATION OF THE CONTRACTOR ONLY. THE PRINCIPAL SHALL NOT BE UNDERGROUND SERVICES DEVICES MAY BE REQUIRED DURING CONSTRUCTION PHASE TO
REPORT NOTE ON THIS DRAWING. LIABLE FOR ANY OMISSION OF SERVICES FROM THE PLANS OR THE ACCURACY OF COMPLY WITH THE ABOVE.
ANY SERVICES SHOWN ON THE PLANS. UNDERGROUND SERVICES HAVE BEEN LOCATED ONLY WHERE OBVIOUS. SOME SERVICES
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%
RD2. SURFACE LEVELS OVER THE SITE HAVE BEEN INTERPOLATED THROUGH IS THE RESPONSIBILITY OF ANY PERSON EXCAVATING / BUILDING, ON OR ADJACENT TO 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. DRAINS MAY BE REQUIRED.
PLACING ANY FILLING. COMPACTION SHALL BE 100% COMPACTION AS
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 NOTE:
GRANULAR FILL (100mm MAXIMUM PARTICLE SIZE, MINIMUM SOAKED CBR RD4. SUBGRADE EVALUATION IS TO BE UNDERTAKEN IN ACCORDANCE WITH THE
EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE DESIGNED
15 PLACED IN LAYERS NOT EXCEEDING 200mm AND COMPACTED TO PROCEDURES OUTLINED IN ARRB SR41 - A STRUCTURAL DESIGN GUIDE FOR
AND PROVIDED IN ACCORDANCE WITH THE INTERNATIONAL EROSION
FLEXIBLE RESIDENTIAL STREET PAVEMENTS.
ACHIEVE NOT LESS THAN 98 % MAXIMUM RELATIVE DRY DENSITY BACKFILL BACKFILL CONTROL ASSOCIATION (AUSTRALASIA) 2018's "BEST PRACTICE
(STANDARD), OR 75 % DRY DENSITY INDEX IN ACCORDANCE WITH AS 1289. EROSION AND SEDIMENT CONTROL FOR BUILDING AND
RD5. ALL KERBING SHALL CONFORM TO LOCAL AUTHORITY COUNCIL'S RELEVANT
SITE FILLING MATERIAL AND COMPACTION UNDER THE PAVING AND CONSTRUCTION SITE.
STANDARD DRAWINGS. OVERLAY 480mm OVERLAY 200mm
BUILDING SHALL BE AS ABOVE.
a:\2308-75 noosa drv noosa heads\acad civil preliminary\2308 - da.dwg
RD6. ALL ROADSIDE VERGE AREAS AND BATTERS SHALL BE TOP S OILED TO A
EW6. ALL FILLING SHALL BE CLEAN EXCAVATED MATERIAL FREE FROM TOPSOIL AND
MINIMUM DEPTH OF 100mm (LIGHTLY COMPACTED) AND TURFED. SIDE 342mm SIDE 682mm
VEGETATION.
RD7. PAVEMENT MARKINGS AND SIGNS SHALL BE PROVIDED IN ACCORDANCE WITH THE HAUNCH 180mm
EW7. THE EXISTING SITE WON MATERIALS MAY CONTAIN ROCKS AND COBBLES AND BED 100mm BED 150mm
THESE SHALL BE EXCLUDED OVER 100mm NOMINAL SIZE IN ANY EXISTING QUEENSLAND MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
MATERIAL USED AS FILLING. Director:7736)
(RPEQ TONY SHELLEY
RCP STORMPRO
RD8. PROVIDE TELSTRA AND ENERGEX CONDUITS UNDER CONCRETE DRIVE-WAYS, Director:7736)
(RPEQ TONY SHELLEY
WHERE DIRECTED. 600Ø
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED MIXED USE DEVELOPMENT 2308
A 04-07-23 INITIAL ISSUE BK JP AT 2 BOTTLEBRUSH AVENUE, NOOSA HEADS
B 31-07-23 FOR APPROVAL BK JP DATUM AHD SHEET: 2 OF 7
FOR AJG PROPERTY DEVELOPMENT TRUST
DESIGN JP
................. DRAWING TITLE: DRAWING NUMBER REV
DRAWN BK
DESIGN CHECK
Director: TONY SHELLEY
p 07 5443 8285 GENERAL NOTES R02 B
JL (RPEQ 7736)
This drawing is not to be copied or amended without written permission from e [email protected] w www.barlowshelley.com.au
DATE 04-07-2023 Barlow Shelley Consulting Engineers a PO Box 899 Maroochydore 4558 ABN 89 215 591 077
Page 3
PROPOSED LEGEND
PROPOSED BUILDING -
REFER TO ARCHITECTS PLANS
PROPOSED CONCRETE AREA
PROPOSED PAVED AREA
BO PROPOSED PATHWAY
PROPOSED KERB RAMP
TO IPWEAQ RS-090 TT
LE PROPOSED RETAINING WALL
BR PROPOSED SEWER MAIN CONNECTION
RIVE
US PROPOSED WATER SERVICE
H WM PROPOSED WATER METER
AV
NOOSA D
SURFACE FALL / FLOW DIRECTION
EXISTING OVERHEAD POWER
TO BE UNDERGROUNDED EN PROPOSED INTERNAL STORMWATER
UE
EXISTING LEGEND
28.0 NATURAL SURFACE CONTOURS
STREET LEVEL
BUILDING ENTRANCE 1.8m WIDE CONCRETE FOOTPATH S EXISTING SEWER PIPE & MANHOLE
TO BOTTLEBRUSH AVENUE VERGE W EXISTING WATER PIPE
SW EXISTING STORMWATER PIPE
CONNECT TO EXISTING STORMWATER MH. MATCH FOOTPATH NEATLY TO EXISTING T EXISTING TELECOMMUNICATION
m
FUTURE SAG GULLY PIT TO BE INSTALLED
1.8
TELECOMMUNICATIONS PIT COVER
WITHY FUTURE PEDESTRIAN CROSSING. E EXISTING OVERHEAD ELECTRICAL
T EXISTING UNDERGROUND ELECTRICAL
EXISTING KERB AND CHANNEL
3m
P4
W
WM M
P3
PROPOSED PEDESTRIAN CROSSING BY
RY
P5
EE E
OTHERS AS PART OF SEPARATE
CL IC
NT
HI ERV
WORKS PERMIT ON NOOSA DRIVE
S
P2
3.0m WIDE CONCRETE FOOTPATH
VE
TO BOTTLEBRUSH AVENUE VERGE
BASEMENT CARPARK EXISTING OVERHEAD POWER TO BE
UNDERGROUNDED OR RELOCATED
STAIRWAY PEDESTRIAN ACCESS
P1
TO BUILDING AT GROUND LEVEL
P6
VIS
ITO
R
COMMER LIFT WELL
PROPOSED 6m WIDE DRIVEWAY CIAL
COMMER
PARK CIAL & STAIRS
CROSSOVER TO IPWEAQ RS-051 PARK
P8
TYPE "GENERAL WIDE" P9
MATCH DRIVEWAY NEATLY TO EXISTING
6m
TELECOMMUNICATIONS PIT COVER
EXISTING OVERHEAD POWER
TO BE UNDERGROUNDED
PROPOSED BASEMENT
RETAINING WALL
MATCH NEATLY TO
EXISTING PATHWAY
a:\2308-75 noosa drv noosa heads\acad civil preliminary\2308 - da.dwg
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
Director:7736)
(RPEQ TONY SHELLEY
Director:7736)
(RPEQ TONY SHELLEY
EXISTING SERVICES SHALL BE BORNE BY THE CONTRACTOR.
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED MIXED USE DEVELOPMENT 2308
A 04-07-23 INITIAL ISSUE BK JP AT 2 BOTTLEBRUSH AVENUE, NOOSA HEADS
B 31-07-23 FOR APPROVAL BK JP DATUM AHD SHEET: 3 OF 7
0 2 4 6 8 10m FOR AJG PROPERTY DEVELOPMENT TRUST
DESIGN JP
................. DRAWING TITLE: DRAWING NUMBER REV
DRAWN BK
SCALE 1:200 A3
DESIGN CHECK
Director: TONY SHELLEY
p 07 5443 8285 GENERAL LAYOUT PLAN R03 B
JL (RPEQ 7736)
This drawing is not to be copied or amended without written permission from e [email protected] w www.barlowshelley.com.au
DATE 04-07-2023 Barlow Shelley Consulting Engineers a PO Box 899 Maroochydore 4558 ABN 89 215 591 077
Page 4
EARTHWORKS LEGEND
EARTHWORKS FILL
BO EARTHWORKS CUT
TT VERGE WORKS UNDER
LE SEPARATE APPROVAL
BR
RIVE
NOOSA DRIVE VERGE EARTHWORKS
AND ROADWORKS BY OTHERS
UNDER SEPARATE WORKS PERMIT
US PROPOSED RETAINING WALL
H
AV NS8.76 EXISTING SURFACE LEVELS
NOOSA D
FL9.45 PROPOSED SURFACE LEVELS
EN
UE FFL 43.2
PAD 42.9
FINISHED FLOOR LEVEL
BUILDING PAD LEVEL
TW 44.30 TOP OF RETAINING WALL
NS 27.50 BW 43.50 BOTTOM OF RETAINING WALL
NS 27.90
NS 41.66 NATURAL SURFACE LEVEL
TW 28.52 TW 28.52
BW 24.76 BW 24.76
EXISTING LEGEND
28.0 NATURAL SURFACE CONTOURS
TW 28.52 S EXISTING SEWER PIPE & MANHOLE
BW 24.76
W EXISTING WATER PIPE
SW EXISTING STORMWATER PIPE
T EXISTING TELECOMMUNICATION
E EXISTING OVERHEAD ELECTRICAL
T EXISTING UNDERGROUND ELECTRICAL
EXISTING KERB AND CHANNEL
FFL 25.06
PAD 24.76 TW 28.52
BW 24.76
NS 27.85
TW 25.26
BW 24.76
TW 26.35
BW 24.76
APPROX. EARTHWORKS QUANTITIES:
NATURAL SURFACE v BOXING
CUT - 900m³
FILL - 40m³
SPOIL 860m³
(SOLID VOLUME)
NS 24.70 TW 25.12
BW 24.70
NOTE
a:\2308-75 noosa drv noosa heads\acad civil preliminary\2308 - da.dwg
TW 25.90 NS 25.90 · CUT AND FILL SHADING REPRESENTS EARTHWORKS
BW 24.76 BETWEEN NATURAL SURFACE AND BOXING
SURFACE LEVELS
· PAD LEVELS FOR ALL BUILDINGS 300mm BELOW FFL
Director:7736)
(RPEQ TONY SHELLEY
Director:7736)
(RPEQ TONY SHELLEY
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED MIXED USE DEVELOPMENT 2308
A 04-07-23 INITIAL ISSUE BK JP AT 2 BOTTLEBRUSH AVENUE, NOOSA HEADS
B 31-07-23 FOR APPROVAL BK JP DATUM AHD 0 2 4 6 8 10m SHEET: 4 OF 7
FOR AJG PROPERTY DEVELOPMENT TRUST
DESIGN JP
................. DRAWING TITLE: DRAWING NUMBER REV
DRAWN BK SCALE 1:200 A3
DESIGN CHECK
Director: TONY SHELLEY
p 07 5443 8285 EARTHWORKS LAYOUT PLAN R04 B
JL (RPEQ 7736)
This drawing is not to be copied or amended without written permission from e [email protected] w www.barlowshelley.com.au
DATE 04-07-2023 Barlow Shelley Consulting Engineers a PO Box 899 Maroochydore 4558 ABN 89 215 591 077
Page 5
PROP BDY
FIRST FLOOR
1.7mm
FOOTPATH
2.2m
BOTTLEBRUSH AVENUE
0.9m
DEEP ROOT
GROUND FLOOR PLANTER
STAIR WELL/ELEVATOR
3.6m
2.7m
EXISTING SURFACE
BASEMENT FFL 25.06
PAD 24.76
BASEMENT CROSS SECTION 1
SCALE 1:100 R06
a:\2308-75 noosa drv noosa heads\acad civil preliminary\2308 - da.dwg
Director:7736)
(RPEQ TONY SHELLEY
Director:7736)
(RPEQ TONY SHELLEY
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED MIXED USE DEVELOPMENT 2308
A 04-07-23 INITIAL ISSUE BK JP AT 2 BOTTLEBRUSH AVENUE, NOOSA HEADS
B 31-07-23 FOR APPROVAL BK JP DATUM AHD SHEET: 5 OF 7
FOR AJG PROPERTY DEVELOPMENT TRUST
DESIGN JP
AS NOTED
................. DRAWING TITLE: DRAWING NUMBER REV
DRAWN BK
DESIGN CHECK
Director: TONY SHELLEY
p 07 5443 8285 SITE SECTIONS R05 B
JL (RPEQ 7736)
This drawing is not to be copied or amended without written permission from e [email protected] w www.barlowshelley.com.au
DATE 04-07-2023 Barlow Shelley Consulting Engineers a PO Box 899 Maroochydore 4558 ABN 89 215 591 077
Page 6
PROPOSED LEGEND
PROPOSED BUILDING -
REFER TO ARCHITECTS PLANS
PROPOSED CONCRETE AREA
PROPOSED PAVED AREA
BO PROPOSED PATHWAY
TT
LE PROPOSED RETAINING WALL
BR PROPOSED SEWER MAIN CONNECTION
RIVE
US PROPOSED WATER SERVICE
H WM PROPOSED WATER METER
AV
NOOSA D
SURFACE FALL / FLOW DIRECTION
EN PROPOSED INTERNAL STORMWATER
PROPOSED STORMWATER PIT FOR
UE
PROPERTY DRAINAGE CONNECTION EXISTING LEGEND
PROVIDED AT GROUND LEVEL (MIN IL 22.55)
28.0 NATURAL SURFACE CONTOURS
PROPOSED 375Ø STORMWATER
DRAINAGE CONNECTION FOR S EXISTING SEWER PIPE & MANHOLE
SITE DRAINAGE W EXISTING WATER PIPE
SW EXISTING STORMWATER PIPE
PROPOSED STORMWATER T EXISTING TELECOMMUNICATION
GULLY OVER EXISTING
MANHOLE CHAMBER (IL 22.45) E EXISTING OVERHEAD ELECTRICAL
T EXISTING UNDERGROUND ELECTRICAL
EXISTING KERB AND CHANNEL
DEEP PLANTING OVER
PARKING HEADSPACE.
REFER TO SECTION ON R08.
P4
P3
4.0
m
P5
P2
FFL 25.06
PAD 24.76
P1
P6
NS 24.88 VIS
ITO
R
< 2.5%
GENERAL WIDE HEAVY DUTY
< 2.5% COMMER
VEHICLE CROSSING IN ACCORDANCE CIAL
COMMER
PARK CIAL
WITH IPWEAQ STD DWG RS-051 FL 25.06 P8 PARK
FL 25.07 P9
FL 25.06
< 12.5% FL 24.61
< 2.5%
NS 24.42 FL 24.77
NS 24.50
NS 24.58
FL 25.06
a:\2308-75 noosa drv noosa heads\acad civil preliminary\2308 - da.dwg
1
R05
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
Director:7736)
(RPEQ TONY SHELLEY
Director:7736)
(RPEQ TONY SHELLEY
EXISTING SERVICES SHALL BE BORNE BY THE CONTRACTOR.
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED MIXED USE DEVELOPMENT 2308
A 04-07-23 INITIAL ISSUE BK JP AT 2 BOTTLEBRUSH AVENUE, NOOSA HEADS
B 31-07-23 FOR APPROVAL BK JP DATUM AHD SHEET: 6 OF 7
0 2 4 6 8 10m FOR AJG PROPERTY DEVELOPMENT TRUST
DESIGN JP
................. DRAWING TITLE: DRAWING NUMBER REV
DRAWN BK
SCALE 1:200 A3
DESIGN CHECK
Director: TONY SHELLEY
p 07 5443 8285 LEVELS & DRAINAGE PLAN R06 B
JL (RPEQ 7736)
This drawing is not to be copied or amended without written permission from e [email protected] w www.barlowshelley.com.au
DATE 04-07-2023 Barlow Shelley Consulting Engineers a PO Box 899 Maroochydore 4558 ABN 89 215 591 077
Page 7
PROPOSED LEGEND
PROPOSED BUILDING -
REFER TO ARCHITECTS PLANS
EXISTING DN150 PROPOSED CONCRETE AREA
AC SEWER MAIN
PROPOSED PAVED AREA
BO EXISTING DN100 AC WATER
PROPOSED PATHWAY
EXISTING DN225 VC TT RETICULATION MAIN
TRUNK SEWER MAIN
LE PROPOSED RETAINING WALL
BR PROPOSED SEWER CONNECTION
RIVE
US PROPOSED WATER SERVICE
H LIVE CONNECTION
CUT-IN BY UNITWYATER
WM PROPOSED WATER METER
AV
NOOSA D
EXISTING SEWER SURFACE FALL / FLOW DIRECTION
MANHOLE (IL25.48) EN PROPOSED INTERNAL STORMWATER
PROVIDE NEW DN150 SEWER
UE
PROPERTY CONNECTION FROM EXISTING LEGEND
EXISTING MANHOLE (IL26.30) NEW 100Ø WATER SERVICE
28.0 NATURAL SURFACE CONTOURS
S EXISTING SEWER PIPE & MANHOLE
W EXISTING WATER PIPE
SW EXISTING STORMWATER PIPE
T EXISTING TELECOMMUNICATION
E EXISTING OVERHEAD ELECTRICAL
T EXISTING UNDERGROUND ELECTRICAL
EXISTING KERB AND CHANNEL
W
WM M
INDICATIVE LOCATION FOR FIRE
SERVICE AND POTABLE WATER
METER ARRANGMENTS
EXISTING DN225 VC
TRUNK SEWER MAIN
a:\2308-75 noosa drv noosa heads\acad civil preliminary\2308 - da.dwg
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
Director:7736)
(RPEQ TONY SHELLEY
Director:7736)
(RPEQ TONY SHELLEY
EXISTING SERVICES SHALL BE BORNE BY THE CONTRACTOR.
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED MIXED USE DEVELOPMENT 2308
A 04-07-23 INITIAL ISSUE BK JP AT 2 BOTTLEBRUSH AVENUE, NOOSA HEADS
B 31-07-23 FOR APPROVAL BK JP DATUM AHD SHEET: 7 OF 7
0 2 4 6 8 10m FOR AJG PROPERTY DEVELOPMENT TRUST
DESIGN JP
................. DRAWING TITLE: DRAWING NUMBER REV
DRAWN BK
SCALE 1:200 A3
DESIGN CHECK
Director: TONY SHELLEY
p 07 5443 8285 WATER & SEWER SERVICING PLAN R07 B
JL (RPEQ 7736)
This drawing is not to be copied or amended without written permission from e [email protected] w www.barlowshelley.com.au
DATE 04-07-2023 Barlow Shelley Consulting Engineers a PO Box 899 Maroochydore 4558 ABN 89 215 591 077