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Further Advice Response 21-8-26 Attachment 1 - Updated Engineering Plans
Plans and drawings
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Log in to see the plans as drawn NOOSA LAKELANDS ECO RESORT
LOT 2 - 396 LAKE COOROIBAH ROAD
FOR BRIAN WILLIAMS
GENERAL NOTES PRE-CONSTRUCTION & APPROVALS
1. ALL DIMENSIONS GIVEN ON THESE DRAWINGS 1. NO LOCATING/ POTHOLING OF EXISTING
DRAWING SCHEDULE
ARE IN METRES UNLESS NOTED OTHERWISE. SERVICES HAS BEEN CARRIED OUT. THE
2. ALL NEW WORK AND MATERIALS SHALL CONTRACTOR IS TO DETERMINE THE LOCATION SHEET NO.
SHEET NUMBER SHEET TITLE
SHEET TITLE
COMPLY WITH THE PROJECT DRAWING AND DEPTH OF ALL EXISTING SERVICES WHICH
D
C001 COVER SHEET, LOCALITY PLAN & DRAWING SCHEDULE
OA
SPECIFICATION AND CURRENT RELEVANT AFFECT THE WORKS AND REPORT ANY
COUNCIL STANDARDS AND SPECIFICATIONS. POTENTIAL CLASHES TO THE SUPERINTENDENT C100 GENERAL ARRANGEMENT PLAN
HR
3. ALL WORK SHALL BE JOINED NEATLY TO PRIOR TO COMMENCEMENT OF ANY C200 BULK EARTHWORKS PLAN
IBA
EXISTING CONSTRUCTION. CONSTRUCTION WORKS.
C300 ROADWORKS LAYOUT PLAN
4. THE CONTRACTOR IS TO LOCATE, IDENTIFY AND 2. THE CONTRACTOR IS RESPONSIBLE FOR
RO
ESTABLISH THE CONNECTIVITY OF ALL EXISTING ARRANGING WITH THE APPROPRIATE C310 CARPARK DETAIL PLAN
O
CO
SERVICES WITHIN THE LIMITS OF PROPOSED AUTHORITY FOR LOCATING EXISTING SERVICES C320 DRIVEWAY CROSSOVER DETAIL PLAN
WORKS AND CONFIRM THIS INFORMATION WITH AND FOR ANY MODIFICATIONS TO EXISTING
KE
THE ENGINEER PRIOR TO THE COMMENCEMENT SERVICES REQUIRED AS A RESULT OF THE C330 DRIVEWAY SIGHT DISTANCE PLAN
LA
OF WORK. WORKS. C340 WCV VEHICLE TRACKING PLAN
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 3. THE CONTRACTOR IS RESPONSIBLE TO PROTECT
C350 CONCRETE NOTES AND DETAILS
PROVIDING ALL MEASURING DEVICES, SAFETY ALL EXISTING SERVICES FROM DAMAGE.
EQUIPMENT AND MACHINERY REQUIRED TO 4. ANY WORKS DAMAGED AS A RESULT OF C400 STORMWATER CATCHMENT PLAN AND CALCULATIONS
CARRY OUT INSPECTIONS/MEETINGS AS CONSTRUCTION ARE TO BE REINSTATED TO
SPECIFIED OR REQUESTED BY THE ENGINEER. RELEVANT AUTHORITY'S REQUIREMENTS AT THE
6. PROOF ROLLING NOMINATED SHALL BE CONTRACTORS COST.
CARRIED OUT USING A SINGLE AXLE HIGHWAY 5. FINISHED SURFACE LEVELS ARE TO BE GRADED
AM
TRUCK WITH A REAR AXLE LOAD NOT LESS UNIFORMLY BETWEEN LEVELS INDICATED ON
AR
THAN 10 TONNES AND TYRES INFLATED TO THE DRAWINGS.
550kPa OR APPROVED EQUIVALENT. EQUIPMENT
OO
LABOUR AND LOADING REQUIRED FOR PROOF WORKPLACE HEALTH AND SAFETY LAKE COOROIBA
PL
ROLLING IS TO BE PROVIDED BY THE
H ROAD
AC
CONTRACTOR. 1. THE CONTRACTOR SHALL BE THE PRINCIPAL
CONTRACTOR AS DESIGNATED BY THE WORK
E
SITE
7. THESE NOTES SHALL APPLY TO ALL PORTIONS
OF WORK. HEALTH AND SAFETY ACT (2011).
8. THE DRAWINGS ARE TO BE READ IN 2. THE CONTRACTOR SHALL PREPARE AND
CONJUNCTION WITH THE SPECIFICATIONS. ANY IMPLEMENT A WORKPLACE HEALTH AND SAFETY
POINT OF CONFLICT WILL BE RESOLVED BY THE PLAN AS REQUIRED BY THE WORK HEALTH AND
LAKE COO
SUPERINTENDENT. SAFETY ACT (2011).
NOISE SETOUT NOTES
ALL PLANT AND EQUIPMENT SHALL BE CONTROLLED TO 1. THE LEVEL DATUM FOR WORKS IS A.H.D
(AUSTRALIAN HEIGHT DATUM).
ROIBAH R
MINIMISE NOISE EMISSION IN ACCORDANCE WITH AS2436
2. SETOUT SHALL BE MADE BY DIGITAL
LAKE
(GUIDE TO NOISE CONTROL ON CONSTRUCTION,
MAINTENANCE AND DEMOLITION). THE SITE WORKING ENGINEERING DATA AND CONFIRMED ONSITE COOROIBAH
HOURS SHOULD BE IN ACCORDANCE WITH LOCAL PRIOR TO CONSTRUCTION BY A SURVEYOR.
AUTHORITY REQUIREMENTS.
OAD
LAKEWA
Y DRIVE
LOCALITY PLAN
LOT 2 ON GTP 1928
INDEMNITY - EXISTING SERVICES
NOT WITHSTANDING THAT EXISTING SERVICES MAY OR MAY
NOT BE SHOWN ON THESE DRAWINGS, NO RESPONSIBILITY
IS TAKEN BY THE ENGINEER OR THE PRINCIPAL FOR THIS
INFORMATION WHICH HAS BEEN SUPPLIED BY OTHERS. THE
DETAILS ARE PROVIDED FOR INFORMATION ONLY. THE
CONTRACTOR SHALL ASCERTAIN THE POSITION OF ALL
UNDERGROUND SERVICES PRIOR TO EXCAVATION AND
SHALL BE RESPONSIBLE FOR THE COST OF REPAIRS TO
DAMAGES CAUSED AS A RESULT OF THE WORKS.
PRELIMINARY - NOT FOR CONSTRUCTION BRIAN WILLIAMS
DESIGNED SCALE JOB CODE
SUNSHINE COAST OFFICE MAC VAN NAM CLIENT
LEVEL 1, SHOP 1
CHECKED
MARK DAVIS 0 200 400 600m PROJECT
NOOSA LAKELANDS ECO RESORT P004250
51-55 BULCOCK STREET PROJECT MANAGER
CAMERON BROMFIELD
CALOUNDRA, QLD 4551
ENGINEERING CERTIFICATION
SCALE 1:10000 (A1) LOCATION
LOT 2 - 396 LAKE COOROIBAH ROAD SHEET NUMBER REV
PH: (07) 3253 2222
4/12/2025
DATE
A
REV
ISSUED IN RESPONSE TO RFI DATED 17/10/2025
DESCRIPTION
FINN
REC
CB
APP PART OF THE WEB: www.premise.com.au SHEET TITLE
COVER SHEET, LOCALITY PLAN & DRAWING SCHEDULE C001 A
REVISIONS mey GROUP CAMERON BROMFIELD RPEQ No:34164 ORIGINAL SHEET SIZE A1
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Page 2
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SEALED DRIVEWAY STAGE 1
CONCRETE STAGE
LUNSEALED PAVEMENT STAGE L
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CONCRETE STAGE 2
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Page 3
5.0
2.0
3.0
2.0
E 0
12/209011 2.
T LEGEND - PROPOSED
T E
6.0 CUT GREATER THAN 1.2m
CUT BETWEEN 1.2m AND 1.0m
3.0
T RESHAPE AND GRADE EXISTING
E
DRAIN BETWEEN CONCRETE 1/1928 CUT BETWEEN 1.0m AND 0.8m
T INVERTS. MAXIMUM 1 IN 4 BATTERS.
CUT BETWEEN 0.8m AND 0.6m
E RESHAPE AND GRADE EXISTING
T DRAIN BETWEEN CONCRETE CUT BETWEEN 0.6m AND 0.4m
INVERTS. MAXIMUM 1 IN 4 BATTERS. 3.0 CUT BETWEEN 0.4m AND 0.2m
T E PP 2.0 CUT LESS THAN 0.2m
3.0 FILL LESS THAN 0.2m
FILL BETWEEN 0.2m AND 0.4m
T
3.0
2.0 2.0
E
FILL BETWEEN 0.4m AND 0.6m
E
4.0 FILL BETWEEN 0.6m AND 0.8m
E
T
E
E
FILL BETWEEN 0.8m AND 1.0m
PP E FILL BETWEEN 1.0m AND 1.2m
E
6.0
T
FILL GREATER THAN 1.2m
UNSEALED PAVEMENT
5.0
T
E
MINOR SITE DISTURBANCE
(COMPLETED IN FUTURE APPROVAL'S)
T
BATTER
0/1928 INTERNAL ACCESS PATH
E
POOL
LEGEND - EXISTING
T
3.0
2/1928 CONTOUR MAJOR
E
6.0
T
4.0
SHED (1.0m INTERVAL)
CONTOUR MINOR
3/23771 BBQ PAVILION
(0.2m INTERVAL)
7.0 T
E
E E ELECTRICAL
T T TELECOMMUNICATIONS
2.0
T
LAKE COORO
6.0
EDGE OF BITUMEN
E
T
10/5117 CARPORT EDGE OF GRAVEL TRACK
TREE
T
PP
E
5.0 EXISTING POWER POLE
7.0
BIN ENCLOSURE
3.0
IBAH ROAD
T
E
T
4.0
5.0
3.0
8/187554
E
T
6.0
4.0
BULK EARTHWORKS PLAN
SCALE 1:500
EARTHWORKS VOLUMES
NOTE: EXISTING SURFACE DIGITIZED FROM 2008
CUT = -132m³
2D SURVEY IMAGE. EXISTING LEVELS TO BE
FILL = +94m³
CONFIRMED AND ADJUSTED ON SITE AS NEEDED.
NOTES
NOTE: NO EARTHWORKS OUTSIDE 1. NO ALLOWANCE FOR ROAD BOX.
OF PARKING AREAS BELOW RL3.0m.
DESIGNED SCALE JOB CODE
PRELIMINARY - NOT FOR CONSTRUCTION SUNSHINE COAST OFFICE MAC VAN NAM CLIENT
BRIAN WILLIAMS
LEVEL 1, SHOP 1
CHECKED
SIMON STEINHOFER
0 10 20 30m PROJECT
NOOSA LAKELANDS ECO RESORT P004250
51-55 BULCOCK STREET PROJECT MANAGER
SIMON STEINHOFER
CALOUNDRA, QLD 4551 SCALE 1:500 (A1)
30/07/2026 B ADDITIONAL ITEMS INCLUDED AG SS
ENGINEERING CERTIFICATION
LOCATION
LOT 2 - 396 LAKE COOROIBAH ROAD SHEET NUMBER REV
PH: (07) 3253 2222
04/12/2025
DATE
A
REV
ISSUED IN RESPONSE TO RFI DATED 17/10/2025
DESCRIPTION
FINN
REC
CB
APP PART OF THE WEB: www.amey.com.au SHEET TITLE
BULK EARTHWORKS PLAN C200 B
REVISIONS mey GROUP SIMON STEINHOFER RPEQ No:13228 ORIGINAL SHEET SIZE A1
Page 4
5.0
2.0
3.0
E
2.0
12/209011
0
T 2.
T E STAGE 3 PARKING.
REFER TO DETAIL ON DWG C310.
6.0
STAGE 2 PARKING.
3.0
REFER TO DETAIL ON DWG C310.
T
E
1/1928
T
STAGE 1 PARKING.
E
T REFER TO DETAIL ON DWG C310.
PROPOSED 3.0m WIDE SEALED 3.0
E PP 2.0
DRIVEWAY TO EXISTING RESIDENCES.
T
3.0m
3.0
PROPOSED 3.0m WIDE, 6.0m LONG PASSING
LEGEND - PROPOSED
T
3.0
BAY. REFER TO SECTION BELOW. 2.0 2.0
3.0m
E
E 4.0
E
SEALED DRIVEWAY
T
E
R5
E
1.5
3.0m
PP E CONCRETE
m
E
6.0
T
UNSEALED PAVEMENT
R4
LEGEND - EXISTING
8.5
5.0
T
E
m
3.
CONTOUR MAJOR
0
6.0
m
T
(1.0m INTERVAL)
R11
0/1928
.
CONTOUR MINOR
E
5m
2/1928 (0.2m INTERVAL)
T
E E ELECTRICAL
3.0
TELECOMMUNICATIONS
R1
T T
E
T
4.0
5.5
m
EDGE OF BITUMEN
3/23771
EDGE OF GRAVEL TRACK
7.0 T
E
TREE
FOR DRIVEWAY CROSSOVER PP
2.0
T
DETAILS REFER TO DWG C320. EXISTING POWER POLE
LAKE COORO
6.0
E
T
10/5117
T
E
5.0
7.0
3.0
IBAH ROAD
T
E
T
4.0
5.0
3.0
8/187554
E
T
6.0
4.0
ROADWORKS LAYOUT PLAN
SCALE 1:500
14/7 C170 DOUBLE/DOUBLE SEAL WITH
BITUMEN EMULSION PRIME COAT
14/7 C170 DOUBLE/DOUBLE SEAL WITH
5.0m FORMATION
BITUMEN EMULSION PRIME COAT
3.0m DRIVEWAY
3.0m PASSING BAY 3.0m DRIVEWAY
NATURAL SURFACE 4% 4%
1 IN 4 1 IN 4 4% 4%
MAX. MAX. MAX. IN 4 MAX
. 4% 1 IN 4
1 IN 4 1 MAX.
NATURAL SURFACE 1 IN 6
TABLE DRAIN IS TO BE TOPSOILED TABLE DRAIN IS TO BE TOPSOILED
(75mm MIN.) AND TURFED OR OTHER COMPACTED SUBGRADE (75mm MIN.) AND TURFED OR OTHER COMPACTED SUBGRADE
SUITABLE VEGETATED STABILISATION. SUITABLE VEGETATED STABILISATION.
200mm THICK TYPE 2.1 ROADBASE. SUBJECT 200mm THICK TYPE 2.1 ROADBASE. SUBJECT
TO SITE CLASSIFICATION BY GEOTECHNICAL TO SITE CLASSIFICATION BY GEOTECHNICAL
INVESTIGATION AND PROOF-ROLL. INVESTIGATION AND PROOF-ROLL.
TYPICAL DRIVEWAY CROSS SECTION TYPICAL PASSING BAY CROSS SECTION
SCALE 1:50 SCALE 1:50
PRELIMINARY - NOT FOR CONSTRUCTION BRIAN WILLIAMS
DESIGNED SCALE JOB CODE
SUNSHINE COAST OFFICE MAC VAN NAM
0 10 20 30m
CLIENT
LEVEL 1, SHOP 1
CHECKED
MARK DAVIS PROJECT
NOOSA LAKELANDS ECO RESORT P004250
SCALE 1:500 (A1)
51-55 BULCOCK STREET PROJECT MANAGER
CAMERON BROMFIELD 0 1 2 3m
CALOUNDRA, QLD 4551
ENGINEERING CERTIFICATION
LOCATION
LOT 2 - 396 LAKE COOROIBAH ROAD SHEET NUMBER REV
PH: (07) 3253 2222 SCALE 1:50 (A1)
4/12/2025
DATE
A
REV
ISSUED IN RESPONSE TO RFI DATED 17/10/2025
DESCRIPTION
FINN
REC
CB
APP PART OF THE WEB: www.premise.com.au SHEET TITLE
ROADWORKS LAYOUT PLAN C300 A
REVISIONS mey GROUP CAMERON BROMFIELD RPEQ No:34164 ORIGINAL SHEET SIZE A1
Page 5
TIE IN NEATLY TO
EXISTING DRIVEWAY.
3.0
12/209011
R1
.0
21.0m
m
2.0m
m
R6.0
S
m BAY
7 x 2.6
4.8m
R6
2.0
21.4m
.0m
3.0
AY
DRIVEW
2.0m
80mm LINE MARKING CARBAY
m
DELINEATION IN ACCORDACE
R6.0
S WITH MUTCD AS1742.
3.0 m BAY
7 x 2.6
4.8m
R6
.0
26.6m m 3.0
80mm LINE MARKING CARBAY
DELINEATION IN ACCORDACE
WITH MUTCD AS1742.
2.0m
A
4.8m
m
-
R6.0
AYS
9x 2.6m B
2/1928
5.4m
80mm LINE MARKING CARBAY
LEGEND - PROPOSED
DELINEATION IN ACCORDACE
WITH MUTCD AS1742.
SEALED DRIVEWAY
CONCRETE
CARPARK DETAIL PLAN
SCALE 1:200
DISABLED BAY AND SHARED SPACE
LINEMARKING AND BOLLARD IN ACCORDANCE LEGEND - EXISTING
WITH AS 2890.6 AND QUEENSLAND MUTCD.
6.0 CONTOUR MAJOR (1.0m INTERVAL)
CONTOUR MINOR (0.2m INTERVAL)
E E ELECTRICAL
T T TELECOMMUNICATIONS
EDGE OF GRAVEL TRACK
3.0m 2.0m 2.0m 1.2m 4.8m
DRIVEWAY CONCRETE INVERT CARPARK
PB
14/7 C170 DOUBLE/DOUBLE SEAL WITH NATURAL SURFACE
14/7 C170 DOUBLE/DOUBLE SEAL WITH
BITUMEN EMULSION PRIME COAT
DESIGN SURFACE BITUMEN EMULSION PRIME COAT
4.0% 4.0% 1 IN 6
MAX. 10.0% 4.0%
1 IN 4 6.0% 6.0%
200mm THICK TYPE 2.1 ROADBASE. SUBJECT
TO SITE CLASSIFICATION BY GEOTECHNICAL
MIN. 100mm THICK ROADBASE INVESTIGATION AND PROOF-ROLL.
WITH 0.2mm VAPOUR BARRIER.
150mm THICK, N32 CONCRETE PAVEMENT. SL82 MESH A SECTION
CENTRAL. SAW CUT JOINTS AT MAXIMUM 3.0m SPACING. - SCALE 1:25
EXPANSION JOINTS AT MAXIMUM 9.0m SPACING. REFER
TO CONCRETE CONSTRUCTION NOTES ON DWG C350.
DESIGNED SCALE JOB CODE
PRELIMINARY - NOT FOR CONSTRUCTION SUNSHINE COAST OFFICE MAC VAN NAM
0 0.5 1.0 1.5m
CLIENT
BRIAN WILLIAMS
LEVEL 1, SHOP 1
CHECKED
MARK DAVIS
SCALE 1:25 (A1)
PROJECT
NOOSA LAKELANDS ECO RESORT P004250
51-55 BULCOCK STREET PROJECT MANAGER
CAMERON BROMFIELD 0 4 8 12m
CALOUNDRA, QLD 4551
ENGINEERING CERTIFICATION
LOCATION
LOT 2 - 396 LAKE COOROIBAH ROAD SHEET NUMBER REV
PH: (07) 3253 2222
4/12/2025
DATE
A
REV
ISSUED IN RESPONSE TO RFI DATED 17/10/2025
DESCRIPTION
FINN
REC
CB
APP PART OF THE WEB: www.premise.com.au
SCALE 1:200 (A1)
SHEET TITLE
CARPARK DETAIL PLAN
C310 A
REVISIONS mey GROUP CAMERON BROMFIELD RPEQ No:34164 ORIGINAL SHEET SIZE A1
Page 6
T
E
T
T
E
T
E
T
E
16.0m
T
LEGEND - PROPOSED
T
SEALED DRIVEWAY
E
200mm THICK ROADBASE WIDENING
FOR GARBAGE COLLECTION. CONCRETE
T
UNSEALED PAVEMENT
E
6.0
T
R10.0m 4.0m X 1.2m CONCRETE LEGEND - EXISTING
BIN ENCLOSURE.
T
E
6.0 CONTOUR MAJOR (1.0m INTERVAL)
1.0m X 1.2m BUNDED CONCRETE BIN WASHDOWN.
HOSECOCK, FLOOR DRAIN AND OUTLET TO CONTOUR MINOR (0.2m INTERVAL)
T
SANITARY PLUMBING BY OTHERS.
ELECTRICAL
E
E E
3.
0m
T T TELECOMMUNICATIONS
T
0m
2.0m
R11.5
R5.
EDGE OF BITUMEN
m
E
T
EDGE OF GRAVEL TRACK
DRIVEWAY CROSSOVER TO BE CONSTRUCTED 4.0m
GENERALLY IN ACCORDANCE WITH IPWEA
T
E
STD DWG RS-056. 14/7 C170 DOUBLE/DOUBLE
SEAL WITH BITUMEN EMULSION PRIME COAT.
DRIVEWAY
6.0m
T
R15
16.0m
LAKE COO
.5m
E
3/23771
T
NOTE: LAKE COOROIBAH ROAD IS SUPERELEVATED AND
3.0m
THERE IS NO EXISTING TABLE DRAIN FRONTING THE
E
T
SITE. NO CULVERTS OR GUIDE POSTS ARE REQUIRED.
ROIBAH R
R5
T
0/1928
.0
mE
T
AD O
E
T
7.0
T
E
T
E
10.0m
7.0
T
E
TT
E
10/5117
T
E
DRIVEWAY CROSSOVER DETAIL PLAN
SCALE 1:100
PRELIMINARY - NOT FOR CONSTRUCTION BRIAN WILLIAMS
DESIGNED SCALE JOB CODE
SUNSHINE COAST OFFICE MAC VAN NAM CLIENT
LEVEL 1, SHOP 1
CHECKED
MARK DAVIS 0 2 4 6m PROJECT
NOOSA LAKELANDS ECO RESORT P004250
51-55 BULCOCK STREET PROJECT MANAGER
CAMERON BROMFIELD
CALOUNDRA, QLD 4551
ENGINEERING CERTIFICATION
SCALE 1:100 (A1) LOCATION
LOT 2 - 396 LAKE COOROIBAH ROAD SHEET NUMBER REV
PH: (07) 3253 2222
4/12/2025
DATE
A
REV
ISSUED IN RESPONSE TO RFI DATED 17/10/2025
DESCRIPTION
FINN
REC
CB
APP PART OF THE WEB: www.premise.com.au SHEET TITLE
DRIVEWAY CROSSOVER DETAIL PLAN C320 A
REVISIONS mey GROUP CAMERON BROMFIELD RPEQ No:34164 ORIGINAL SHEET SIZE A1
Page 7
3/23771
SISD 60kph = 124m (DESIRABLE)
REACTION TIME = 2.0s
GRADE CORRECTION = +1m
LAKE C
O OROIBA
H ROAD .
.
SISD 60kph = 123m (DESIRABLE)
REACTION TIME = 2.0s
10/5117
0/1928
8/187554
12/209011
DRIVEWAY SIGHT DISTANCE PLAN
SCALE 1:750
NOTES
1. 85th PERCENTILE APPROACH SPEED TAKEN AS ROAD DESIGN SPEED
LEGEND (SPEED LIMIT + 10km/h).
2. 50km/h ADVISORY SPEED SIGNAGE FOR CURVE.
REQUIRED SIGHT LINE 3. FOR SITE PHOTOS AND SISD CALCULATIONS REFER TO "P004250 SIGHT
DISTANCE ASSESSMENT LETTER" BY PREMISE, DATED 04/12/2025.
REQUIRED SIGHT ENVELOPE
PROPOSED DRIVEWAY
UNSEALED PAVEMENT
PRELIMINARY - NOT FOR CONSTRUCTION BRIAN WILLIAMS
DESIGNED SCALE JOB CODE
SUNSHINE COAST OFFICE MAC VAN NAM CLIENT
LEVEL 1, SHOP 1
CHECKED
MARK DAVIS 0 15 30 45m PROJECT
NOOSA LAKELANDS ECO RESORT P004250
51-55 BULCOCK STREET PROJECT MANAGER
CAMERON BROMFIELD
CALOUNDRA, QLD 4551
ENGINEERING CERTIFICATION
SCALE 1:750(A1) LOCATION
LOT 2 - 396 LAKE COOROIBAH ROAD SHEET NUMBER REV
PH: (07) 3253 2222
4/12/2025
DATE
A
REV
ISSUED IN RESPONSE TO RFI DATED 17/10/2025
DESCRIPTION
FINN
REC
CB
APP PART OF THE WEB: www.premise.com.au SHEET TITLE
DRIVEWAY SIGHT DISTANCE PLAN C330 A
REVISIONS mey GROUP CAMERON BROMFIELD RPEQ No:34164 ORIGINAL SHEET SIZE A1
Page 8
12/209011
10.20m
1.58m 4.85m 1.30m
WASTE COLLECTION VEHICLE (WCV)
OVERALL LENGTH 10.200m
OVERALL WIDTH 2.400m
OVERALL BODY HEIGHT 3.745m
MIN. BODY GROUND CLEARANCE 0.298m
TRACK WIDTH 2.500m
LOCK-TO-LOCK TIME 6.00s
WALL-TO-WALL TURNING RADIUS 10.800m
VEHICLE PROFILE
N.T.S.
0/1928
LAKE COO
ROIBAH R
3/23771
VEHICLE SWEPT PATH
ENVELOPE (YELLOW)
OAD
VEHICLE WHEEL PATH (RED)
VEHICLE PATH CENTRELINE
500mm CLEARANCE OFFSET (GREEN)
VEHICLE TURN PATH DIAGRAM
N.T.S.
10/5117
LEGEND - EXISTING
EXISTING EDGE OF BITUMEN
PROPOSED SEALED DRIVEWAY
PROPOSED CONCRETE
PROPOSED UNSEALED PAVEMENT
WCV VEHICLE TRACKING PLAN
SCALE 1:200
PRELIMINARY - NOT FOR CONSTRUCTION BRIAN WILLIAMS
DESIGNED SCALE JOB CODE
SUNSHINE COAST OFFICE MAC VAN NAM CLIENT
LEVEL 1, SHOP 1
CHECKED
MARK DAVIS 0 4 8 12m PROJECT
NOOSA LAKELANDS ECO RESORT P004250
51-55 BULCOCK STREET PROJECT MANAGER
CAMERON BROMFIELD
CALOUNDRA, QLD 4551
ENGINEERING CERTIFICATION
SCALE 1:200 (A1) LOCATION
LOT 2 - 396 LAKE COOROIBAH ROAD SHEET NUMBER REV
PH: (07) 3253 2222
4/12/2025
DATE
A
REV
ISSUED IN RESPONSE TO RFI DATED 17/10/2025
DESCRIPTION
FINN
REC
CB
APP PART OF THE WEB: www.premise.com.au SHEET TITLE
WCV VEHICLE TRACKING PLAN C340 A
REVISIONS mey GROUP CAMERON BROMFIELD RPEQ No:34164 ORIGINAL SHEET SIZE A1
Page 9
GENERAL:
G.1. CONSTRUCTION METHODS ARE THE RESPONSIBILITY OF THE BUILDER. DETAILS SHOWN ARE A
GUIDE AND ALTERNATE DETAILS MAY BE SUBMITTED FOR ENGINEERING APPROVAL, PRIOR TO
WORKS COMMENCING
G.2. PROPRIETARY ITEMS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS
SPECIFICATION AND DESIGN DETAILS.
G.3. IT IS THE RESPONSIBILITY OF THE BUILDER TO MAKE GOOD ANY DAMAGE CAUSED TO
ADJOINING STRUCTURES OR ELEMENTS CREATED DURING CONSTRUCTION.
SITE PREPARATION AND FOUNDATIONS:
P.1. EARTHWORKS SHALL BE IN ACCORDANCE WITH AS 3798 INCLUDING THE FOLLOWING.
50 P.2. THE BUILDING SITE SHALL BE STRIPPED OF ALL VEGETABLE MATTER AND THE ASSOCIATED
CUT MESH CUT MESH
EITHER EITHER
SIDE SIDE OF JOINT
OF JOINT 50 CONTRACTOR
CONTRACTOR TO TO
PROVIDE A A
PROVIDE CUT MESH EITHER SIDE OF JOINT PROVIDE 10mm COMPRESSIBLE FILLER WITH
LAYER OF TOPSOIL.
PROVIDEPROVIDE 1-N12 LONGITUDINAL
1-N12 LONGITUDINAL BAR BAR SAW
SAW CUTCUT JOINT.
JOINT. REFER
REFER TYPICAL
TYPICAL PROVIDE 1-N12 LONGITUDINAL BAR TEAR-OFF STRIP AND FILL WITH PARCHEM EMER-SEAL
WHERE P.3. THE SUBGRADE (UNDER SLABS) SHALL BE COMPACTED TO A DENSITY OF NOT LESS THAN 97%
WHERE MESHMESH NOTAT
NOT CUT CUT AT CROSS
CROSS BAR BAR SAW
SAW CUTCUT JOINT
JOINT TREATMENT.
DETAIL. WHERE MESH NOT CUT AT CROSS BAR CONSTRUCTION SEALANT HM FC OR APPROVED EQUIVALENT
OF THE MAXIMUM DRY DENSITY AS DETERMINED IN ACCORDANCE WITH METHOD 5.1.1 OF AS
1289 (STANDARD COMPACTION).
P.4. A MOISTURE BARRIER OF TWO LAYERS OF 0.2mm POLYETHYLENE FILM LAPPED 200mm AND
EQ
EQ
TAPED AT JOINTS SHALL BE PROVIDED UNDER THE SLAB.
P.5. SITE EARTHWORKS AND PREPARATIONS SHALL BE COMPLETED IN ACCORDANCE WITH SECTION
EQ
EQ
5 OF THE VINCENT GEOTECHNICAL REPORT.
CONCRETE:
C.1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS2870 AND AS3600.
C.2. CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES SEE TABLE BELOW:
R20 SHRINK WRAPPED ROUND DOWEL R24 ROUND BARS 450mm DOWEL SLEEVE CONCRETE TABLE
LONG @ 300 CTS
600 LONG AT 400 MAX. CTS. EXP. CLASS & GRADE CLEAR COVER TO MAX AGG. MAX SLUMP
ELEMENT (CONCRETE) REINF'T (mm) SIZE (mm) (mm)
CLASS
SAW JOINT DETAIL - SJ DOWELLED EXPANSION JOINT DETAIL - EJ CONCRETE SLABS B2 N32 50 20 80
SCALE 1:10
SCALE 1:10 C.3. CURING OF ALL CONCRETE MUST BE ACHIEVED BY KEEPING SURFACES CONTINUOUSLY WET FOR A PERIOD OF 7
DAYS U.N.O. IN ACCORDANCE WITH AS 3600. APPROVED SPRAY-ON CURING COMPOUNDS THAT COMPLY WITH AS
3799 MAY BE USED WHERE FLOOR FINISHES WILL NOT BE AFFECTED. WET HESSIAN MAY BE USED TO RETAIN
CONCRETE MOISTURE WHERE PROTECTED FROM THE WIND AND TRAFFIC. CURING MUST COMMENCE IMMEDIATELY
AFTER CONCRETE PLACEMENT.
REINFORCEMENT:
R.1. SYMBOLS ON DRAWINGS FOR GRADE AND TYPE OF REINFORCEMENT ARE AS FOLLOWS:
R: DENOTES STRUCTURAL GRADE 250 PLAIN ROUND BAR TO AS4671
6mm N: DENOTES HOT ROLLED GRADE 500 DEFORMED BAR DUCTILITY CLASS N TO AS4671
SL: DENOTES HARD DRAWN WIRE GRADE 500 SQUARE REINFORCING MESH DUCTILITY CLASS L TO AS4671
PARCHEM EMER-SEAL CONSTRUCTION Ø6 CLOSED CELL EXPANDED RL: DENOTES HARD DRAWN WIRE GRADE 500 RECTANGULAR REINFORCING MESH DUCTILITY CLASS L TO AS4671
SEALANT INSTALLED IN ACCORDANCE POLYETHYLENE FOAM BACKING ROD R.2. ALL N BARS TO BE GRADE 500.
WITH MANUFACTURERS SPECIFICATION R.3. CLEAR COVER TO REINFORCEMENT SHALL BE PROVIDED BY APPROVED CHAIRS, SPACERS OR TIES AS REQUIRED TO
PROVIDE ADEQUATE SUPPORT AS FOLLOWS:
12mm
- BARS 16mm AND LESS AND FABRIC - 1000mm CENTRES
18mm
R.4. USE MESH SUPPLIED IN FLAT SHEETS UNLESS APPROVED OTHERWISE.
1/4 DEPTH
R.5. WELDING AND BENDING OF REINFORCEMENT IS NOT PERMITTED UNLESS SHOWN ON THE DRAWINGS OR
OF SLAB
APPROVED BY ENGINEER.
R.6. PROVIDE MINIMUM MESH LAPS TO CROSS WIRES OF REINFORCING MESH, SO THAT TWO OUTERMOST WIRES OF
3mm WIDE SAW CUT WITHIN 4-6 ONE SHEET OVERLAP TWO OUTERMOST WIRES OF ADJACENT SHEET BY AT LEAST 25mm, THUS:
HOURS OF PLACEMENT USING
'SOFF-CUT' SAW CUT SYSTEM
25
MIN. MINIMUM
LAP
TYPICAL SAW CUT DETAIL CONCRETE MAINTENANCE :
0 0.2 0.4 0.6m PM.1. UPKEEP AND REPLACEMENT OF SEALANTS IS PART OF THE ONGOING MAINTENANCE REQUIREMENTS FOR THIS SITE.
PM.2. CONCRETE SLABS WILL NOT BE MAINTENANCE FREE FOR THE DURATION OF THEIR DESIGN LIFE.
SCALE 1:10 (A1)
DESIGNED SCALE JOB CODE
PRELIMINARY - NOT FOR CONSTRUCTION SUNSHINE COAST OFFICE MAC VAN NAM CLIENT
BRIAN WILLIAMS
LEVEL 1, SHOP 1
CHECKED
MARK DAVIS PROJECT
NOOSA LAKELANDS ECO RESORT P004250
51-55 BULCOCK STREET PROJECT MANAGER
CAMERON BROMFIELD
CALOUNDRA, QLD 4551
ENGINEERING CERTIFICATION
LOCATION
LOT 2 - 396 LAKE COOROIBAH ROAD SHEET NUMBER REV
PH: (07) 3253 2222
4/12/2025
DATE
A
REV
ISSUED IN RESPONSE TO RFI DATED 17/10/2025
DESCRIPTION
FINN
REC
CB
APP PART OF THE WEB: www.premise.com.au SHEET TITLE
CONCRETE NOTES AND DETAILS
C350 A
REVISIONS mey GROUP CAMERON BROMFIELD RPEQ No:34164 ORIGINAL SHEET SIZE A1
Page 10
LAKE COOROIBAH ROAD
7.0 7.0
6.0
7.0
5.0
6.0 LEGEND - PROPOSED
A
0.345ha CATCHMENT AREA
CATCHMENT BOUNDARY
10/5117
6.0 0/1928 SITE BOUNDARY
4.0
A
0.345ha
5.0 LEGEND - EXISTING
6.0
5.0 CONTOURS MAJOR (1.0m INTERVAL)
CONTOURS MINOR (0.2m INTERVAL)
4.0
6.0
6.0
5.0
1% AEP DEPTH = 94mm
B 1% AEP VELOCITY = 0.87m/s
0.535ha 1% AEP DxV = 0.08m²/s
8/187554 63% AEP DEPTH = 64mm
4.8m CARPARK
3.0 3.0m DRIVEWAY
PB
12/209011
3.0
5.0
0
3.0
4.
3.0
MAXIMUM FLOWS - NODE A
SCALE 1:50
C
0.193ha
2/1928
4.0 1% AEP DEPTH = 109mm
4.0
1% AEP VELOCITY = 1.56m/s
1% AEP DxV = 0.17m²/s
63% AEP DEPTH = 74mm
4.8m CARPARK
3.0
3.0m DRIVEWAY
2.0
PB
4.0
5.0
2.0
3.0
2.0
MAXIMUM FLOWS - NODE B
SCALE 1:50
2.0
INDICATES RAINWATER TANK AND
OVERFLOW INFILTRATION TRENCH.
2.0
1% AEP DEPTH = 125mm
1% AEP VELOCITY = 1.46m/s
2.0
1% AEP DxV = 0.18m²/s
3.0 63% AEP DEPTH = 84mm
0
3.
4.8m CARPARK
3.0m DRIVEWAY
0
2.
PB
2.0
3.0
2.0
MAXIMUM FLOWS - NODE C
2.0
1/1928 SCALE 1:50
2.0
1.0
1.0
1.0
2.0
2.0
1.
0
STORMWATER CATCHMENT PLAN
SCALE 1:750
PRELIMINARY - NOT FOR CONSTRUCTION BRIAN WILLIAMS
DESIGNED SCALE JOB CODE
SUNSHINE COAST OFFICE MAC VAN NAM
0 1 2 3m
CLIENT
LEVEL 1, SHOP 1
CHECKED
MARK DAVIS
SCALE 1:50 (A1)
PROJECT
NOOSA LAKELANDS ECO RESORT P004250
51-55 BULCOCK STREET PROJECT MANAGER
CAMERON BROMFIELD
LOT 2 - 396 LAKE COOROIBAH ROAD
CALOUNDRA, QLD 4551 0 15 30 45m
LOCATION SHEET NUMBER REV
ENGINEERING CERTIFICATION
PH: (07) 3253 2222
4/12/2025
DATE
A
REV
ISSUED IN RESPONSE TO RFI DATED 17/10/2025
DESCRIPTION
FINN
REC
CB
APP PART OF THE WEB: www.premise.com.au
SCALE 1:750(A1)
SHEET TITLE
STORMWATER CATCHMENT PLAN AND CALCULATIONS C400 A
REVISIONS mey GROUP CAMERON BROMFIELD RPEQ No:34164 ORIGINAL SHEET SIZE A1