proposed industrial building extension at 197 …€¦ · alamode developments pty ltd proposed...
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WHITSUNDAY DESIGN & DRAFTING PTY LTD
ABN 23 139 539 843Licence No: 1180150
31 Gregory Street Mackay Qld 4740Ph: 07 4953 1040Email: [email protected]. Date Revision By
PROJECT -
TITLE -
CHECKED BY -
FULL SIZE
DRAWN BY -
A3 SCALE - A1 SCALE
PROJECT NO. REVISION
ISSUE DATE
STATUS
DRAWING NO.
A1CLIENT-
ALAMODE DEVELOPMENTS PTY LTDPROPOSED INDUSTRIAL BUILDING EXTENSIONAT 197 BOUNDARY ROAD, PAGET
COVER SHEETNTS
DL
RP
TOWN PLANNING APPROVAL
14/3972B TP0.01 TP1
16.12.2016
TP1 16.12.2016 TOWN PLANNING APPROVAL
PROPOSED INDUSTRIAL BUILDING EXTENSION AT 197 BOUNDARY ROAD, PAGET
FOR ALAMODE DEVELOPMENTS PTY LTD
DRAWING LIST - TOWN PLANNING ISSUEDRAWING DRAWING NAME REVISION ISSUE DATE STATUS
TP0.01 COVER SHEET TP1 16.12.2016 TOWN PLANNING APPROVALTP1.01 EXISTING SITE PLAN TP1 16.12.2016 TOWN PLANNING APPROVALTP1.02 PROPOSED SITE PLAN TP1 16.12.2016 TOWN PLANNING APPROVALTP2.01 EXISTING FLOOR PLAN TP1 16.12.2016 TOWN PLANNING APPROVALTP2.02 PROPOSED EXTENSION FLOOR PLAN TP1 16.12.2016 TOWN PLANNING APPROVALTP3.01 ELEVATIONS A & B TP1 16.12.2016 TOWN PLANNING APPROVALTP3.02 ELEVATIONS C & D TP1 16.12.2016 TOWN PLANNING APPROVAL
DL
97.5000° 41' 10"
180° 41' 10"97.500
90° 5
7' 50
"39
.000
39.00
027
0° 57
' 50"
EXISTING INDUSTRIAL BUILDING1335m²
BO
UN
DAR
Y R
OAD
22.675INDUSTRIAL BUILDING
63.600SETBACK
11.225
INDU
STRI
AL B
UILD
ING
21.00
0
SETB
ACK
18.00
0
FH
LOTPLAN
on2RP 35536
1 2
3 4
5 6
87
LOTPLAN
on24RP 35536
LOT
PLAN
on24
RP 35
536
3.500 3.425 4.300
EXISTING CONCRETE PAVEMENT
EXISTING DRIVEWAY
EXISTING DRIVEWAY
EXISTING GRAVEL HARDSTAND
6.600
DRIV
EWAY
8.000
11.69
3
DRIV
EWAY
4.000
8.707
EXISTING SWALE DRAIN
EXIS
TING
LA
NDSC
APIN
GEX
ISTI
NG
LAND
SCAP
ING
EXISTING LANDSCAPING
LEGEND
- EXISTING REINFORCED CONCRETE HARDSTAND
- EXISTING LANDSCAPING AREAS
- EXISTING INDUSTRIAL BUILDING
- EXISTING FENCING
B
FH
- EXISTING SEWER MAIN & MANHOLE
- EXISTING ON-SITE FIRE HYDRANT
- EXISTING CONCRETE BOLLARD
- EXISTING GRAVEL HARDSTAND
- EXISTING SWALE DRAIN
WHITSUNDAY DESIGN & DRAFTING PTY LTD
ABN 23 139 539 843Licence No: 1180150
31 Gregory Street Mackay Qld 4740Ph: 07 4953 1040Email: [email protected]. Date Revision By
PROJECT -
TITLE -
CHECKED BY -
FULL SIZE
DRAWN BY -
A3 SCALE - A1 SCALE
PROJECT NO. REVISION
ISSUE DATE
STATUS
DRAWING NO.
A1CLIENT-
1 : 200ALAMODE DEVELOPMENTS PTY LTDPROPOSED INDUSTRIAL BUILDING EXTENSIONAT 197 BOUNDARY ROAD, PAGET
EXISTING SITE PLAN1 : 400
DL
RP
TOWN PLANNING APPROVAL
14/3972B TP1.01 TP1
16.12.2016
TP1 16.12.2016 TOWN PLANNING APPROVAL
LOTPARISH OFCOUNTY OFLOCALITY -
PROPERTY DESCRIPTIONon
AREA -
1HOWARDCARLISLEPAGET
RP 735536
3802.000 m²
A1 SCALE:A3 SCALE: 1 : 400
1 : 200EXISTING SITE PLAN
DL
P1 25.10.2016 PRELIMINARY LAYOUT RP0 8
m
2 4 6
A3 SCALE 1:400
101
P2 10.11.2016 PRE-LODGEMENT ADVICE DL
97.5000° 41' 10"
180° 41' 10"97.500
90° 5
7' 50
"39
.000
39.00
027
0° 57
' 50"
BO
UN
DAR
Y R
OAD
3.000PROPOSED EXTENSION
19.675EXISTING INDUSTRIAL BUILDING
63.600SETBACK
11.225
INDU
STRI
AL B
UILD
ING
21.00
0
SETB
ACK
18.00
0
FH
LOTPLAN
on235536
PROPOSED EXTENSION413m²
EXISTING INDUSTRIAL BUILDING1335m²
3 4
1 2
5 6
87
10111213141516171819
3.000
CARP
A RKS
9-18
5.400
9.600
21.00
0
EXISTING CONCRETE PAVEMENT
EXISTING DRIVEWAY
EXISTING DRIVEWAY
PROPOSED CONCRETE PAVEMENT
LOTPLAN
on24RP 35536
LOT
PLAN
on24
RP 35
536
TURFED SWALE DRAIN
9
B
LEGEND
- PROPOSED REINFORCED CONCRETE HARDSTAND
- PROPOSED LANDSCAPING AREAS
- EXISTING INDUSTRIAL BUILDING
- PROPOSED BUILDING EXTENSION
- EXISTING FENCING
B
FH
- EXISTING SEWER MAIN & MANHOLE
- EXISTING ON-SITE FIRE HYDRANT
- PROPOSED BOLLARD
- EXISTING REINFORCED CONCRETE HARDSTAND
- EXISTING LANDSCAPING AREAS
- PROPOSED SWALE DRAIN
- EXISTING SWALE DRAIN
LOCAL AUTHORITY ZONING & ASSESSMENT
PROPERTY ADDRESS - 197 BOUNDAY ROAD, PAGET
REAL PROPERTY DESCRIPTION - LOT 1 on RP 735536
ZONE DESCRIPTION - INDUSTRY (HIGH IMPACT)
PLANNING PRECINCT - PIONEER RIVER (URBAN)
CARPARKING REQUIREMENTSINDUSTRY - 1748.78m² GFA = 18(1 CARPARK/100m²)
EXISTING CARPARKS - 8MINIMUM CARPARKS REQUIRED - 10
NUMBER OF CARPARKS PROVIDED - 18
EXISTING SITE DETAILS
PROPOSED SITE DETAILS
GROSS FLOOR AREAS
LOCALITY - MACKAY FRAME
WHITSUNDAY DESIGN & DRAFTING PTY LTD
ABN 23 139 539 843Licence No: 1180150
31 Gregory Street Mackay Qld 4740Ph: 07 4953 1040Email: [email protected]. Date Revision By
PROJECT -
TITLE -
CHECKED BY -
FULL SIZE
DRAWN BY -
A3 SCALE - A1 SCALE
PROJECT NO. REVISION
ISSUE DATE
STATUS
DRAWING NO.
A1CLIENT-
1 : 200ALAMODE DEVELOPMENTS PTY LTDPROPOSED INDUSTRIAL BUILDING EXTENSIONAT 197 BOUNDARY ROAD, PAGET
PROPOSED SITE PLAN1 : 400
DL
RP
TOWN PLANNING APPROVAL
14/3972B TP1.02 TP1
16.12.2016
TP1 16.12.2016 TOWN PLANNING APPROVAL
A1 SCALE:A3 SCALE: 1 : 400
1 : 200PROPOSED SITE PLAN
LOTPARISH OFCOUNTY OFLOCALITY -
PROPERTY DESCRIPTIONon
AREA -
1HOWARDCARLISLEPAGET
RP 735536
3802.000 m²
DL
EXISTING INDUSTRIAL AREA 1146.60 m²EXISTING OFFICE AREA 173.51 m²EXISTING AMENITIES 15.49 m²PROPOSED INDUSTRIAL AREA 413.18 m²TOTAL 1748.78 m²
BUILDING COVERAGE 1337.16 m² 35.17%CONCRETE COVERAGE 1249.22 m² 32.86%GRAVEL COVERAGE 879.90 m² 23.14%LANDSCAPING COVERAGE 335.71 m² 8.83%SITE AREA 3802.00 m²
BUILDING COVERAGE 1750.06 m² 46.03%LANDSCAPING COVERAGE 335.71 m² 8.83%PAVEMENT COVERAGE 1648.79 m² 43.37%TURFED DRAIN 67.44 m² 1.77%SITE AREA 3802.00 m²
P1 25.10.2016 PRELIMINARY LAYOUT RP0 8
m
2 4 6
A3 SCALE 1:400
101P2 10.11.2016 PRE-LODGEMENT ADVICE DL
urinal shwr
2100
0
1400 54575 9025 5600 400
1400 63600 6000
2100
0 EXIT
EXIT EXIT
EXIT
FHR
(ABE
)
(co2)
(co2)
(co2)
FHR
0909 SW
1224
SW
1224
SW
1224
SW
1218 SW0606 SW0606 SW0606 SW0606 SW0606 SW
0909
SW
1224
SW
820
820
820
820
820
720 720
720 720 720 720 720
920
820
2121 SGD
2124
SGD
5057 RD5057 RD
900
900
5547
RD
(ABE)
(ABE)
(foam)
(ABE)
WHITSUNDAY DESIGN & DRAFTING PTY LTD
ABN 23 139 539 843Licence No: 1180150
31 Gregory Street Mackay Qld 4740Ph: 07 4953 1040Email: [email protected]. Date Revision By
PROJECT -
TITLE -
CHECKED BY -
FULL SIZE
DRAWN BY -
A3 SCALE - A1 SCALE
PROJECT NO. REVISION
ISSUE DATE
STATUS
DRAWING NO.
A1CLIENT-
1 : 100ALAMODE DEVELOPMENTS PTY LTDPROPOSED INDUSTRIAL BUILDING EXTENSIONAT 197 BOUNDARY ROAD, PAGET
EXISTING FLOOR PLAN1:200
DL
RP
TOWN PLANNING APPROVAL
14/3972B TP2.01 TP1
16.12.2016
TP1 16.12.2016 TOWN PLANNING APPROVAL
A1 SCALE:A3 SCALE: 1 : 200
1 : 100EXISTING FLOOR PLAN
FLOOR AREAS - EXISTING
INDUSTRIAL AREA 1146.60 m²OFFICE AREA 173.51 m²AMENITIES 15.49 m²TOTAL 1335.60 m²
DL
0 4
m
1 2 3
A3 SCALE 1:200
5
P1 25.10.2016 PRELIMINARY LAYOUT RP
PROPERTY BOUNDARY
3030
RD
AA4.01
175 18100 1400
175 19500
19675 - PROPOSED EXTENSION O/A
175 5800 5800 5800 2100
18275 1400
175 5800 5800 5800 2100
200
2062
517
5
1500
0 - C
ONCR
ETE
HARD
STAN
D21
000 -
PRO
POSE
D EX
TENS
ION
O/A
4557 RD
PROPOSED INDUSTRIAL EXTENSION
EXISTING INDUSTRIAL BUILDING
EXIT
900
5 TON
NE O
VERH
EAD
CRAN
E
WHITSUNDAY DESIGN & DRAFTING PTY LTD
ABN 23 139 539 843Licence No: 1180150
31 Gregory Street Mackay Qld 4740Ph: 07 4953 1040Email: [email protected]. Date Revision By
PROJECT -
TITLE -
CHECKED BY -
FULL SIZE
DRAWN BY -
A3 SCALE - A1 SCALE
PROJECT NO. REVISION
ISSUE DATE
STATUS
DRAWING NO.
A1CLIENT-
1 : 100ALAMODE DEVELOPMENTS PTY LTDPROPOSED INDUSTRIAL BUILDING EXTENSIONAT 197 BOUNDARY ROAD, PAGET
PROPOSED EXTENSION FLOOR PLAN1 : 200
DL
RP
TOWN PLANNING APPROVAL
14/3972B TP2.02 TP1
16.12.2016
TP1 16.12.2016 TOWN PLANNING APPROVAL
A1 SCALE:A3 SCALE: 1 : 200
1 : 100PROPOSED EXTENSION FLOOR PLAN
BA
DC
DL
EXISTING INDUSTRIAL AREA 1146.60 m²EXISTING OFFICE AREA 173.51 m²EXISTING AMENITIES 15.49 m²PROPOSED INDUSTRIAL AREA 413.18 m²TOTAL 1748.78 m²
0 4
m
1 2 3
A3 SCALE 1:200
50 4
m
1 2 3
A3 SCALE 1:200
5
P1 25.10.2016 PRELIMINARY LAYOUT RP
1200
0
1000
0
8700
4875 2850 6850 4900 200
19500
WHITSUNDAY DESIGN & DRAFTING PTY LTD
ABN 23 139 539 843Licence No: 1180150
31 Gregory Street Mackay Qld 4740Ph: 07 4953 1040Email: [email protected]. Date Revision By
PROJECT -
TITLE -
CHECKED BY -
FULL SIZE
DRAWN BY -
A3 SCALE - A1 SCALE
PROJECT NO. REVISION
ISSUE DATE
STATUS
DRAWING NO.
A1CLIENT-
1 : 125ALAMODE DEVELOPMENTS PTY LTDPROPOSED INDUSTRIAL BUILDING EXTENSIONAT 197 BOUNDARY ROAD, PAGET
ELEVATIONS A & B1 : 250
DL
RP
TOWN PLANNING APPROVAL
14/3972B TP3.01 TP1
16.12.2016
TP1 16.12.2016 TOWN PLANNING APPROVAL
A1 SCALE:A3 SCALE: 1 : 250
1 : 125ELEVATION A
A1 SCALE:A3 SCALE: 1 : 250
1 : 125ELEVATION B
DL
COLORBOND ROOF SHEETING TO MATCH EXISTING
4500 x 5700 COLORBOND ROLLER SHUTTER
EXTERNAL SOLID CORE TIMBER DOOR IN GALVANISED STEEL FRAME.
COLORBOND WALL CLADDING TO MATCH EXISTING
TOP OF EXISTING BLOCKWORK
TOP OF TILT
ROOF
0 4
m
1 2 3
A3 SCALE 1:250
5 P1 25.10.2016 PRELIMINARY LAYOUT RP
1000
0
8900
WHITSUNDAY DESIGN & DRAFTING PTY LTD
ABN 23 139 539 843Licence No: 1180150
31 Gregory Street Mackay Qld 4740Ph: 07 4953 1040Email: [email protected]. Date Revision By
PROJECT -
TITLE -
CHECKED BY -
FULL SIZE
DRAWN BY -
A3 SCALE - A1 SCALE
PROJECT NO. REVISION
ISSUE DATE
STATUS
DRAWING NO.
A1CLIENT-
1 : 125ALAMODE DEVELOPMENTS PTY LTDPROPOSED INDUSTRIAL BUILDING EXTENSIONAT 197 BOUNDARY ROAD, PAGET
ELEVATIONS C & D1 : 250
DL
RP
TOWN PLANNING APPROVAL
14/3972B TP3.02 TP1
16.12.2016
TP1 16.12.2016 TOWN PLANNING APPROVAL
A1 SCALE:A3 SCALE: 1 : 250
1 : 125ELEVATION C
A1 SCALE:A3 SCALE: 1 : 250
1 : 125ELEVATION D
DL
CONCRETE TILT UP PANELS (PAINT FINISH)
TOP OF TILTTOP OF TILT
ALUMINIUM FIXED LOUVRES
3000 x 3000 COLORBOND ROLLER SHUTTER
0 4
m
1 2 3
A3 SCALE 1:250
5P1 25.10.2016 PRELIMINARY LAYOUT RP
WHITSUNDAY DESIGN & DRAFTING PTY LTD
ABN 23 139 539 843Licence No: 1180150
31 Gregory Street Mackay Qld 4740Ph: 07 4953 1040Email: [email protected]. Date Revision By
PROJECT -
TITLE -
CHECKED BY -
FULL SIZE
DRAWN BY -
A3 SCALE - A1 SCALE
PROJECT NO. REVISION
ISSUE DATE
STATUS
DRAWING NO.
A1CLIENT-
ALAMODE DEVELOPMENTS PTY LTDPROPOSED INDUSTRIAL BUILDING EXTENSIONAT 197 BOUNDARY ROAD, PAGET
COVER SHEETNTS
DL
RP
FOR CONSTRUCTION
14/3972B OP0.01 0
16.12.2016
0 16.12.2016 FOR CONSTRUCTION
PROPOSED INDUSTRIAL BUILDING EXTENSION AT 197 BOUNDARY ROAD, PAGET
FOR ALAMODE DEVELOPMENTS PTY LTD
DRAWING LIST - CIVIL WORKSDRAWING DRAWING NAME REVISION ISSUE DATE STATUS
OP0.01 COVER SHEET 0 16.12.2016 FOR CONSTRUCTIONOP1.01 EXISTING SITE PLAN 0 16.12.2016 FOR CONSTRUCTIONOP1.02 PROPOSED SITE PLAN 0 16.12.2016 FOR CONSTRUCTIONOP1.03 SECTION A 0 16.12.2016 FOR CONSTRUCTIONOP2.01 SITE WORKS PLAN 0 16.12.2016 FOR CONSTRUCTIONOP3.01 PAVEMENT PLANS 0 16.12.2016 FOR CONSTRUCTIONOP4.01 STORMWATER DRAINAGE PLAN 0 16.12.2016 FOR CONSTRUCTIONOP4.02 SECTION B 0 16.12.2016 FOR CONSTRUCTION
DL
97.5000° 41' 10"
180° 41' 10"97.500
90° 5
7' 50
"39
.000
39.00
027
0° 57
' 50"
EXISTING INDUSTRIAL BUILDING1335m²
BO
UN
DAR
Y R
OAD
22.675INDUSTRIAL BUILDING
63.600SETBACK
11.225
INDU
STRI
AL B
UILD
ING
21.00
0
SETB
ACK
18.00
0
FH
LOTPLAN
on2RP 35536
1 2
3 4
5 6
87
LOTPLAN
on24RP 35536
LOT
PLAN
on24
RP 35
536
3.500 3.425 4.300
EXISTING CONCRETE PAVEMENT
EXISTING DRIVEWAY
EXISTING DRIVEWAY
EXISTING GRAVEL HARDSTAND
6.600
DRIV
EWAY
8.000
11.69
3
DRIV
EWAY
4.000
8.707
EXISTING SWALE DRAIN
EXIS
TING
LA
NDSC
APIN
GEX
ISTI
NG
LAND
SCAP
ING
EXISTING LANDSCAPING
LEGEND
- EXISTING REINFORCED CONCRETE HARDSTAND
- EXISTING LANDSCAPING AREAS
- EXISTING INDUSTRIAL BUILDING
- EXISTING FENCING
B
FH
- EXISTING SEWER MAIN & MANHOLE
- EXISTING ON-SITE FIRE HYDRANT
- EXISTING CONCRETE BOLLARD
- EXISTING GRAVEL HARDSTAND
- EXISTING SWALE DRAIN
WHITSUNDAY DESIGN & DRAFTING PTY LTD
ABN 23 139 539 843Licence No: 1180150
31 Gregory Street Mackay Qld 4740Ph: 07 4953 1040Email: [email protected]. Date Revision By
PROJECT -
TITLE -
CHECKED BY -
FULL SIZE
DRAWN BY -
A3 SCALE - A1 SCALE
PROJECT NO. REVISION
ISSUE DATE
STATUS
DRAWING NO.
A1CLIENT-
1 : 200ALAMODE DEVELOPMENTS PTY LTDPROPOSED INDUSTRIAL BUILDING EXTENSIONAT 197 BOUNDARY ROAD, PAGET
EXISTING SITE PLAN1 : 400
DL
RP
FOR CONSTRUCTION
14/3972B OP1.01 0
16.12.2016
0 16.12.2016 FOR CONSTRUCTION
LOTPARISH OFCOUNTY OFLOCALITY -
PROPERTY DESCRIPTIONon
AREA -
1HOWARDCARLISLEPAGET
RP 735536
3802.000 m²
A1 SCALE:A3 SCALE: 1 : 400
1 : 200EXISITNG SITE PLAN
0 8
m
2 4 6
A3 SCALE 1:400
101
DL
LEGEND
- PROPOSED REINFORCED CONCRETE HARDSTAND
- PROPOSED LANDSCAPING AREAS
- EXISTING INDUSTRIAL BUILDING
- PROPOSED BUILDING EXTENSION
- EXISTING FENCING
B
FH
- EXISTING SEWER MAIN & MANHOLE
- EXISTING ON-SITE FIRE HYDRANT
- PROPOSED BOLLARD
- EXISTING REINFORCED CONCRETE HARDSTAND
- EXISTING LANDSCAPING AREAS
- PROPOSED SWALE DRAIN
- EXISTING SWALE DRAIN
97.5000° 41' 10"
180° 41' 10"97.500
90° 5
7' 50
"39
.000
39.00
027
0° 57
' 50"
BO
UN
DAR
Y R
OAD
3.000PROPOSED EXTENSION
19.675EXISTING INDUSTRIAL BUILDING
63.600SETBACK
11.225
INDU
STRI
AL B
UILD
ING
21.00
0
SETB
ACK
18.00
0
FH
LOTPLAN
on235536
PROPOSED EXTENSION413m²
EXISTING INDUSTRIAL BUILDING1335m²
3 4
1 2
5 6
87
10111213141516171819
3.000
CARP
A RKS
9-18
5.400
9.600
21.00
0
EXISTING CONCRETE PAVEMENT
EXISTING DRIVEWAY
EXISTING DRIVEWAY
PROPOSED CONCRETE PAVEMENT
LOTPLAN
on24RP 35536
LOT
PLAN
on24
RP 35
536
TURFED SWALE DRAIN
AAOP1.03
2.500 2.500 2.500 2.500 2.500 2.500 2.500 2.520 2.480 2.500 2.400 2.400 4.800 11.414
CARPARKS 9-1825.000 21.014
PROVIDE 100mm WIDE LINE MARKING FOR CARPARKING IN ACCORDANCE WITH AS1742(TYPICAL).
9
B
BOP4.02
800
1200
200
450
165 CHS 4.9 GALVANISED
CONCRETE CORE FILLED (N20)
GENERAL NOTES:1. ALL DIMENSIONS AND SETOUT SHALL BE VERIFIED BY THE CONTRACTOR ONSITE PRIOR TO
COMMENCEMENT OF CONSTRUCTION.
WHITSUNDAY DESIGN & DRAFTING PTY LTD
ABN 23 139 539 843Licence No: 1180150
31 Gregory Street Mackay Qld 4740Ph: 07 4953 1040Email: [email protected]. Date Revision By
PROJECT -
TITLE -
CHECKED BY -
FULL SIZE
DRAWN BY -
A3 SCALE - A1 SCALE
PROJECT NO. REVISION
ISSUE DATE
STATUS
DRAWING NO.
A1CLIENT-
As indicatedALAMODE DEVELOPMENTS PTY LTDPROPOSED INDUSTRIAL BUILDING EXTENSIONAT 197 BOUNDARY ROAD, PAGET
PROPOSED SITE PLAN DL
RP
FOR CONSTRUCTION
14/3972B OP1.02 0
16.12.2016
0 16.12.2016 FOR CONSTRUCTION
LOTPARISH OFCOUNTY OFLOCALITY -
PROPERTY DESCRIPTIONon
AREA -
1HOWARDCARLISLEPAGET
RP 735536
3802.000 m²
0 8
m
2 4 6
A3 SCALE 1:400
101
A1 SCALE:A3 SCALE: 1 : 400
1 : 200PROPOSED SITE PLAN
A1 SCALE:A3 SCALE: 1 : 40
1 : 20BOLLARD DETAIL
DL
45° IN
FLUENCE LIN
E
EXISTING 225Ø SEWER MAINIL 1.334OL 1.142
PROP
ERTY
BOU
NDAR
Y
EXISTING SEWER MANHOLESL - 5.988 FFL - 6.157
PROPOSED TILT PANEL WALL
3000
16001400
C LIN
E OF
EXI
STIN
G SE
WER
MAI
NL
300
3823
PROPOSED BORED PIER. 300mm BELOW LEVEL OF INFLUENCE LINE
EXISTING SNAITARY DRAINAGE LINE.
WHITSUNDAY DESIGN & DRAFTING PTY LTD
ABN 23 139 539 843Licence No: 1180150
31 Gregory Street Mackay Qld 4740Ph: 07 4953 1040Email: [email protected]. Date Revision By
PROJECT -
TITLE -
CHECKED BY -
FULL SIZE
DRAWN BY -
A3 SCALE - A1 SCALE
PROJECT NO. REVISION
ISSUE DATE
STATUS
DRAWING NO.
A1CLIENT-
1 : 20ALAMODE DEVELOPMENTS PTY LTDPROPOSED INDUSTRIAL BUILDING EXTENSIONAT 197 BOUNDARY ROAD, PAGET
SECTION A1 : 40
DL
RP
FOR CONSTRUCTION
14/3972B OP1.03 0
16.12.2016
0 16.12.2016 FOR CONSTRUCTION
A1 SCALE:A3 SCALE: 1 : 40
1 : 20SECTION A.
DL
BO
UN
DAR
Y R
OAD
PROPOSED EXTENSIONFFL- 6.157
EXISTING INDUSTRIAL BUILDINGFFL - 6.157
5.983
5.988
6.080
6.049
6.018
6.049
5.975
5.975
6.013
5.959
6.157
5.911
5.852
5.845
6.043
5.969
5.906
5.9065.800
6.097
6.097
6.050
5.890
6.000
6.097
LID RL 5.775 EX. LID RL 5.837 EX. LID RL 5.810
1.3%
1.8%
4.4%
BOP4.02
- NEW 600SQ. EVERHARD STORMWATER PIT
- 150 HIGH BARRIER KERB
LEGEND
- EXISTING SEWER MAIN
- EXISTING WATER SUPPLY LINE
- NEW CONCRETE PAVEMENT
- EXISTING CONCRETE PAVEMENT
- DESIGN CONTOURS (0.050 INTERVALS)
- EXISTING SURFACE LEVEL5.862
- DESIGN SURFACE LEVEL (AHD)5.982
- DESIGN SURFACE GRADE1.0%
SITE WORKS NOTES:1. ALL DIMENSIONS AND SETOUT SHALL BE VERIFIED BY THE CONTRACTOR ONSITE PRIOR TO
COMMENCEMENT OF CONSTRUCTION.2. EARTHWORKS ARE TO BE CARRIED OUT GENERALLY IN ACCORDANCE WITH AS3798 AND LOCAL
COUNCIL DEVELOPMENT MANUAL.3. ALL BACKFILL TO BE COMPACTED TO NOT LESS THAN 98% OF THE STANDARD MAX. DRY DENSITY
TO AS 1289 IN MAXIMUM 150mm LAYERS, UNLESS NOTED OTHERWISE.4. EXISTING SURFACE UNDER ALL EARTHWORKS AREAS IS TO BE STRIPPED OF ALL VEGETATION TO
A DEPTH OF 100mm. TOPSOIL SHALL BE REMOVES FORM SITE (IF ORDERED).5. THE SUBGRADE OF THE STRIPPED SURFACE IS REQUIRED TO BE COMPACTED TO 98% OF THE
STANDARD COMPACTION TEST.6. IMPORTED FILL (MIN. CBR12) SHALL BE STABLE, FREE FROM ORGANIC MATTER, HAVE A LINER
SHRINKAGE NOT GREATER THAN 12%, HAVE A PLASTICITY INDEX NOT GREATER THAN 20, AND HAVE NO TONE OVER 75mm GREATEST DIMENSION, IN THE TOP 300mm OF FILLING.
7. ALL NEW LINEMARKING IN ACCORDANCE WITH AS 1742 AND DTMR MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
8. ALL NEW SIGNAGE IN ACCORDANCE WITH DTMR (MUTCD)9. ALL TACTILE INDICATORS ARE TO BE IN ACCORDANCE WITH AS 1428.4.1.10. ANY KERB REPLACEMENT IS TO NE APPROVES BY THE SUPERVISING ENGINEER AND/OR
RELEVANT LOCAL COUNCIL INSPECTOR.11. EXISTING SERVICE PITS/LIDS ARE TO BE RAISED OR LOWERED SO FLUSH WITH FINISHED
SURFACE AND TO AVOID TRIPPING HAZARDS. OR RELOCATED IF REQUIRED.
WHITSUNDAY DESIGN & DRAFTING PTY LTD
ABN 23 139 539 843Licence No: 1180150
31 Gregory Street Mackay Qld 4740Ph: 07 4953 1040Email: [email protected]. Date Revision By
PROJECT -
TITLE -
CHECKED BY -
FULL SIZE
DRAWN BY -
A3 SCALE - A1 SCALE
PROJECT NO. REVISION
ISSUE DATE
STATUS
DRAWING NO.
A1CLIENT-
1 : 200ALAMODE DEVELOPMENTS PTY LTDPROPOSED INDUSTRIAL BUILDING EXTENSIONAT 197 BOUNDARY ROAD, PAGET
SITE WORKS PLAN DL
RP
FOR CONSTRUCTION
14/3972B OP2.01 0
16.12.2016
0 16.12.2016 FOR CONSTRUCTION
A1 SCALE:A3 SCALE: 1 : 400
1 : 200FINISHED LEVELS PLAN
DL
SCJ SCJSCJ
SCJ
SCJ
SCJ
SCJ
SCJ
SCJ
SCJ
IJ IJ IJ
IJIJ
IJIJ
DCJ
DCJ
DCJ
BKBK
BK
LEGEND
- PROPOSED CONCRETE PAVEMENTAPPROX 400m² (REFER DETAIL)
- SAWCUT JOINT (REFER DETAIL)
- DOWELLED JOINT (REFER DETAIL)
- ISOLATION JOINT (REFER DETAIL)
SCJ
DCJ
IJ
- EXISTING CONCRETE PAVEMENT
BUILDING OR OTHER STRUCTURE
15 DEEP X 15 WIDE SEALANT ON BACKING ROD
75
15 WIDE 'ABLEFLEX' JOINT FILLER OR SIMILAR
ISOLATION JOINT (IJ)AGAINST EDGE OF BUILDING SLAB
PROVIDE N12x600 DOWELS AT 400 CRS AT DOORWAYS
200 200
150 300 300 150
75 75
150
EQEQ
FIX PLASTIC 'DOWELSERT' TO EDGE OF FORM AT 300 CRS. CASING 20 VERT 40 HORIZ. LAY HORIZONTAL AND AT RIGHT ANGLES TO JOINT. LOCATE DOWEL EVENLY EACH SIDE OF JOINT.
FORM 15 WIDE x 30 DEEP GROOVE. FIT BACKING ROD AND SEALANT 15 x 15.
DRIVE 400 LONG 20Ø DOWEL INTO DOWELSERT PRIOR TO SECOND POUR
PAINT CONCRETE INTERFACES WITH BITUMASTIC BOND-BREAKER.
DOWELLED CONSTRUCTION JOINT (DCJ)NOTE : GALVANISE DOWELS FOR EXTERNAL
APPLICATIONS.
CONCRETE PAVEMENT
25 125
150
BEDDING LAYER
FINISHED LEVEL
LANDSCAPINGREFERENCE LINE FOR SETTING OUT
PROVIDE JOINTS TO MATCH ADJACENT PAVEMENTS JOINTS
125
BARRIER KERB (BK)TYPICAL SAWCUT JOINT (SCJ)NOTE: JOINT TO BE CUT WITHIN 24HOURS OF INITIAL SET
SAW JOINT 6mm WIDE, D/3 DEEP MINWITH ONE (1) DAY OF PLACINGCONCRETE AND FILL WITH SILICONSEALANT.
DEPRESS MESHLOCALLY, CUT EVERYSECOND BAR ANDTURN DOWN.
D
CONCRETE PAVEMENT NOTES:
1. SETOUT ALL DIMENSIONS AND SETOUT SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.2. SUBGRADE THE PAVEMENT SUBGRADE SHALL BE TRIMMED TO THE REQUIRED PROFILES AND COMPACTED IN
ACCORDANCE WITH THE PROJECT SPECIFICATION.3. TESTING OF THE PAVEMENT SUBGRADE AND SUB-BASE. ALL TESTING SHALL BE PERFORMED BY AN APPROVED
N.A.T.A TESTING LABORATORY IN ACCORDANCE WITH THE SPECIFICATION.4. CONCRETE DEPTH DESIGN CRITERIA THE DESIGN PAVEMENT DEPTH AS SPECIFIED IS BASED ON A SUBGRADE
SOAKED CBR VALUE OF 6% (MIN) FOR THE EXISTING BULK EARTHWORKS. CONCRETE PAVEMENT CONSTRUCTION SHALL NOT COMMENCE UNTIL THE CBR OF THE SUB-GRADE IS CONFIRMED AND THE PROPOSED PAVEMENT DEPTH AND CONCRETE SLAB THICKNESS ARE APPROVED BUY THE SUPERINTENDENT.
5. REINFORCEMENT SHALL BE AS SPECIFIED ON THE DRAWINGS AND SHALL BE CHAIRED AT 1000 c/c BOTH WAYS TO GIVE TOP COVER.
6. CONCRETE 6.1 CONCRETE USED IN PAVEMENT CONSTRUCTION SHALL COMFORM TO THE FOLLOWING REQUIRMENTS:
6.1.1 CONCRETE TO BE IN ACCORDANCE WITH AS3600.6.1.2 CEMENT TO BE TYPE A ORDINARY CEMENT6.1.3 SLUMP TO BE 80mm (+/- 15mm)6.1.4 AGGREGATE TO BE CLEAN WITH A MAXIMUM SIZE OF 20mm6.1.5 CONCRETE SHALL BE GRADE N32 MINIMUM6.1.6 90 DAY FLEXURAL STRENGTH 4.0 MPa. MINIMUM6.1.7 IF CONTRACTOR REQUIRES ACCESS TO SLAB SURFACE PRIOR TO 28 DAYS, EARLIER FLEXURAL
STRENGTH SHALL BE REQUIRED AT NO ADDITIONAL COST TO THE CLIENT.6.1.7.1 CONCRETE TO BE MECHANICALLY VIBRATED. THE VIBRATOR SHALL NOT BE USED TO
SPREAD THE CONCRETE.6.1.7.2 CONCRETE PAVEMENT SHALL NOT BE CONSTRUCTED IN THE NARROW POINTED RE-
ENTRANT AREAS i.e THE CONCRETE SLAB SHALL BE FINISHED NEATLY SO THAT THE MINIMUM SLAB WIDTH IS 200mm.6.1.7.3 SLABS TO BE POURED IN ALTERNATED BAYS 24 HOURS APPART.6.1.7.4 SUB-BASE COMPACTION AND REINFORCMENT SHALL BE CHECKED BY THE SUPERINTENDENT
PRIOR TO PLACING CONCRETE.7. CONCRETE TESTING THE CONTRACTOR SHALL CARRY OUT SAMPLING AND TESTING OF CONCRETE IN ACCORDANCE
WITH THE RELEVANT STANDARDS. MINIMUM REQUIREMENT FOR CONCRETE TESTING i.e COMPRESSIVE, SLUMP TEST AND FLEXURAL STRENGTH TO BE ON TEST SAMPLE PER 15 cu.m. OF CONCRETE.
8. DRAINAGE STRUCTURES ALL STORMWATER GULLY PITS REQUIRED TO BE CONSTRUCTED WITHIN PROPOSED ROADWAY TO HAVE GRATE AND FRAME SET PRIOR TO PAVEMENT CONSTRUCTION. PROVIDED2-N12 TRIMMERS x 1200 LONG AT CORNER PITS, LOCATED UNDER MESH.
9. MANHOLES LIDS ALL SEWER AND STORMWATER MANHOLE STRUCTURES THAT ARE REQUIRED TO BE CONSTURCTED WITHIN CONCRETE PAVEMENT SHALL HAVE COVERS AND FRAMES SET PRIOR TO PAVEMENT CONSTRUCTION. THE CONTRACTOR IS TO ENSURE THAT THE CONCRETE SURROUND AND LID INFILL MATCHES THE SURROUNDING CONCRETE FINISH TO THE LANDSCAPE ARCHITECT'S REQUIREMENTS. PROVIDED 2-N12 TRIMMERS x 1200 LONG AT CORNER OF PITS , LOCATED UNDER MESH OR 8-N12 TRIMMERS x 1200 LONG AT CIRCULAR STRUCTURES.
WHITSUNDAY DESIGN & DRAFTING PTY LTD
ABN 23 139 539 843Licence No: 1180150
31 Gregory Street Mackay Qld 4740Ph: 07 4953 1040Email: [email protected]. Date Revision By
PROJECT -
TITLE -
CHECKED BY -
FULL SIZE
DRAWN BY -
A3 SCALE - A1 SCALE
PROJECT NO. REVISION
ISSUE DATE
STATUS
DRAWING NO.
A1CLIENT-
As indicatedALAMODE DEVELOPMENTS PTY LTDPROPOSED INDUSTRIAL BUILDING EXTENSIONAT 197 BOUNDARY ROAD, PAGET
PAVEMENT PLANS DL
RP
FOR CONSTRUCTION
14/3972B OP3.01 0
16.12.2016
0 16.12.2016 FOR CONSTRUCTION
A1 SCALE:A3 SCALE: 1 : 400
1 : 200PAVEMENT PLAN
A1 SCALE:A3 SCALE: 1 : 20
1 : 10PAVEMENT DETAILS
DL
BO
UN
DAR
Y R
OAD
PROPOSED EXTENSIONFFL- 6.157
EXISTING INDUSTRIAL BUILDINGFFL - 6.157
IL- 5.300OL-5.147IL- 5.147
OL-4.728
OL-4.520
PROVIDE NEW ROCLA HWO300A SLOPING FACE HEADWALL EXISTING 225Ø PIPE
1 on 150EXISTING 225Ø PIPE1 on 100
EXISTING 300Ø PVC PIPE
CONNECT NEW STORMWATER DRAINAGE INTO EXISTING STORMWATER SYSTEM
CONNECT EXISTING STORMWATER PIPE INTO NEW STORMWATER PIT. DEMOLISH EXISTING PIPE FROM NEW PIT TO DRAIN OUTLET & MAKE GOOD.
IL- 4.817
DP1 DP1 DP1 EDP EDP EDP EDP EDP EDP
EDP
DP1
OL-4.817
PIT 1/1TM5.775D-0.978
NEW 300Ø PVC PIPE1 on 11081.3l/s
EXISTING PIT 1/3TM5.810D-0.510
EXISTING PIT 2/3TM5.837D-0.690
NEW 150Ø PVC PIPE1 on 10031.0l/s
EXISTING STORMWATER PIPESYSTEM
BOP4.02
DP1
- 600SQ. EVERHARD STORMWATER PIT GPT-1
- 150 HIGH BARRIER KERB
- 150Ø PVC DOWNPIPE
EDP
LEGEND
- EXISTING UNDERGROUND STORMWATER PIPES
- EXISTING PVC DOWNPIPE
- NEW UNDERGROUND STORMWATER PIPES
- EXISTING SEWER MAIN
- EXISTING WATER SUPPLY LINE
- NEW CONCRETE PAVEMENT
- EXISTING CONCRETE PAVEMENT
- DESIGN CONTOURS (0.050 INTERVALS)
- PIT NUMBER1/1
- TOP OF MANHOLE LEVELTM6.592
- MANHOLE DEPTHD-1.26
STORMWATER NOTES:1. ALL DIMENSION AND SETOUT SHALL BE VERIFIED BY THE CONTRACTOR ONSITE PRIOR TO
COMMENCEMENT OF CONSTRUCTION.2. ALL STORMWATER PIPES UNDER PAVEMENT TO BE BACKFILLED WITH CRUSHER DUST TO BE
LEVEL WITH SUBGRADE3. STORMWATER MANHOLES ARE IN CONJUNCTION WITH MRC STANDARD DRAWINGS UNLESS
EQUIV. APPROVED BY ENGINEER.4. ALL STORMWATER MANHOLES TO HAVE CLASS D INLET GRATES.5. FIELD GULLY PITS TO CUT OFF DRAINS TO BE IN ACCORDANCE WITH MRC STANDARD DRAWINGS
A3-3882.
WHITSUNDAY DESIGN & DRAFTING PTY LTD
ABN 23 139 539 843Licence No: 1180150
31 Gregory Street Mackay Qld 4740Ph: 07 4953 1040Email: [email protected]. Date Revision By
PROJECT -
TITLE -
CHECKED BY -
FULL SIZE
DRAWN BY -
A3 SCALE - A1 SCALE
PROJECT NO. REVISION
ISSUE DATE
STATUS
DRAWING NO.
A1CLIENT-
1 : 200ALAMODE DEVELOPMENTS PTY LTDPROPOSED INDUSTRIAL BUILDING EXTENSIONAT 197 BOUNDARY ROAD, PAGET
STORMWATER DRAINAGE PLAN DL
RP
FOR CONSTRUCTION
14/3972B OP4.01 0
16.12.2016
0 16.12.2016 FOR CONSTRUCTION
A1 SCALE:A3 SCALE: 1 : 400
1 : 200PROPOSED STORMWATER DRAINAGE
0 8
m
2 4 6
A3 SCALE 1:400
101
DL
EXISTING 300Ø SEWER MAINIL 1.060OL 0.821
EXISTING SEWER MANHOLESL - 5.975
EXISTING 225Ø STORMWATER DRAINAGE PIPE TO BE DEMOLISHED
PROVIDE NEW ROCLA HWO300A SLOPING FACE HEADWALLPROVIDE NEW ROCLA HWO300A SLOPING FACE HEADWALL
NEW 300Ø STORMWATER DRAINAGE PIPEIL - 4.817OL - 4.728
EXISTING 225Ø STORMWATER DRAINAGE PIPE
600SQ. EVERHARD STORMWATER PITPIT LID - 5.775PR
OPER
TY B
OUND
ARY
WHITSUNDAY DESIGN & DRAFTING PTY LTD
ABN 23 139 539 843Licence No: 1180150
31 Gregory Street Mackay Qld 4740Ph: 07 4953 1040Email: [email protected]. Date Revision By
PROJECT -
TITLE -
CHECKED BY -
FULL SIZE
DRAWN BY -
A3 SCALE - A1 SCALE
PROJECT NO. REVISION
ISSUE DATE
STATUS
DRAWING NO.
A1CLIENT-
1 : 20ALAMODE DEVELOPMENTS PTY LTDPROPOSED INDUSTRIAL BUILDING EXTENSIONAT 197 BOUNDARY ROAD, PAGET
SECTION B DL
RP
FOR CONSTRUCTION
14/3972B OP4.02 0
16.12.2016
0 16.12.2016 FOR CONSTRUCTION
A1 SCALE:A3 SCALE: 1 : 40
1 : 20SECTION B.
DL