proposed industrial building extension at 197 …€¦ · alamode developments pty ltd proposed...

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

michellem

Received (Manual Date)

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


ABN 23 139 539 843Licence No: 1180150


PROJECT -

TITLE -

CHECKED BY -

FULL SIZE

DRAWN BY -

A3 SCALE - A1 SCALE


ISSUE DATE

STATUS

DRAWING NO.

A1CLIENT-

1 : 200ALAMODE DEVELOPMENTS PTY LTDPROPOSED INDUSTRIAL BUILDING EXTENSIONAT 197 BOUNDARY ROAD, PAGET

EXISTING SITE PLAN1 : 400

DL

RP


14/3972B TP1.01 TP1

16.12.2016


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


3 4

1 2

5 6

87

10111213141516171819

3.000

CARP

A RKS

9-18

5.400

9.600

21.00

0


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


- PROPOSED BUILDING EXTENSION

- EXISTING FENCING

B

FH



- PROPOSED BOLLARD



- PROPOSED 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


ABN 23 139 539 843Licence No: 1180150


PROJECT -

TITLE -

CHECKED BY -

FULL SIZE

DRAWN BY -

A3 SCALE - A1 SCALE


ISSUE DATE

STATUS

DRAWING NO.

A1CLIENT-


PROPOSED SITE PLAN1 : 400

DL

RP


14/3972B TP1.02 TP1

16.12.2016



1 : 200PROPOSED SITE PLAN



AREA -


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)


ABN 23 139 539 843Licence No: 1180150


PROJECT -

TITLE -

CHECKED BY -

FULL SIZE

DRAWN BY -

A3 SCALE - A1 SCALE


ISSUE DATE

STATUS

DRAWING NO.

A1CLIENT-


EXISTING FLOOR PLAN1:200

DL

RP


14/3972B TP2.01 TP1

16.12.2016



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


ABN 23 139 539 843Licence No: 1180150


PROJECT -

TITLE -

CHECKED BY -

FULL SIZE

DRAWN BY -

A3 SCALE - A1 SCALE


ISSUE DATE

STATUS

DRAWING NO.

A1CLIENT-


PROPOSED EXTENSION FLOOR PLAN1 : 200

DL

RP


14/3972B TP2.02 TP1

16.12.2016



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


ABN 23 139 539 843Licence No: 1180150


PROJECT -

TITLE -

CHECKED BY -

FULL SIZE

DRAWN BY -

A3 SCALE - A1 SCALE


ISSUE DATE

STATUS

DRAWING NO.

A1CLIENT-


ELEVATIONS A & B1 : 250

DL

RP


14/3972B TP3.01 TP1

16.12.2016



1 : 125ELEVATION A


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


ABN 23 139 539 843Licence No: 1180150


PROJECT -

TITLE -

CHECKED BY -

FULL SIZE

DRAWN BY -

A3 SCALE - A1 SCALE


ISSUE DATE

STATUS

DRAWING NO.

A1CLIENT-


ELEVATIONS C & D1 : 250

DL

RP


14/3972B TP3.02 TP1

16.12.2016



1 : 125ELEVATION C


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


ABN 23 139 539 843Licence No: 1180150


PROJECT -

TITLE -

CHECKED BY -

FULL SIZE

DRAWN BY -

A3 SCALE - A1 SCALE


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"


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 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 FENCING

B

FH



- EXISTING CONCRETE BOLLARD

- EXISTING GRAVEL HARDSTAND



ABN 23 139 539 843Licence No: 1180150


PROJECT -

TITLE -

CHECKED BY -

FULL SIZE

DRAWN BY -

A3 SCALE - A1 SCALE


ISSUE DATE

STATUS

DRAWING NO.

A1CLIENT-


EXISTING SITE PLAN1 : 400

DL

RP

FOR CONSTRUCTION

14/3972B OP1.01 0

16.12.2016




AREA -


RP 735536

3802.000 m²


1 : 200EXISITNG SITE PLAN

0 8

m

2 4 6

A3 SCALE 1:400

101

DL

LEGEND

- PROPOSED REINFORCED CONCRETE HARDSTAND

- PROPOSED LANDSCAPING AREAS


- PROPOSED BUILDING EXTENSION

- EXISTING FENCING

B

FH



- PROPOSED BOLLARD



- PROPOSED 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


3 4

1 2

5 6

87

10111213141516171819

3.000

CARP

A RKS

9-18

5.400

9.600

21.00

0


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.


ABN 23 139 539 843Licence No: 1180150


PROJECT -

TITLE -

CHECKED BY -

FULL SIZE

DRAWN BY -

A3 SCALE - A1 SCALE


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




AREA -


RP 735536

3802.000 m²

0 8

m

2 4 6

A3 SCALE 1:400

101


1 : 200PROPOSED SITE PLAN


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.


ABN 23 139 539 843Licence No: 1180150


PROJECT -

TITLE -

CHECKED BY -

FULL SIZE

DRAWN BY -

A3 SCALE - A1 SCALE


ISSUE DATE

STATUS

DRAWING NO.

A1CLIENT-


SECTION A1 : 40

DL

RP

FOR CONSTRUCTION

14/3972B OP1.03 0

16.12.2016



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.


ABN 23 139 539 843Licence No: 1180150


PROJECT -

TITLE -

CHECKED BY -

FULL SIZE

DRAWN BY -

A3 SCALE - A1 SCALE


ISSUE DATE

STATUS

DRAWING NO.

A1CLIENT-


SITE WORKS PLAN DL

RP

FOR CONSTRUCTION

14/3972B OP2.01 0

16.12.2016



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


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.


ABN 23 139 539 843Licence No: 1180150


PROJECT -

TITLE -

CHECKED BY -

FULL SIZE

DRAWN BY -

A3 SCALE - A1 SCALE


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



1 : 200PAVEMENT PLAN


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


- 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.


ABN 23 139 539 843Licence No: 1180150


PROJECT -

TITLE -

CHECKED BY -

FULL SIZE

DRAWN BY -

A3 SCALE - A1 SCALE


ISSUE DATE

STATUS

DRAWING NO.

A1CLIENT-


STORMWATER DRAINAGE PLAN DL

RP

FOR CONSTRUCTION

14/3972B OP4.01 0

16.12.2016



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


ABN 23 139 539 843Licence No: 1180150


PROJECT -

TITLE -

CHECKED BY -

FULL SIZE

DRAWN BY -

A3 SCALE - A1 SCALE


ISSUE DATE

STATUS

DRAWING NO.

A1CLIENT-


SECTION B DL

RP

FOR CONSTRUCTION

14/3972B OP4.02 0

16.12.2016



1 : 20SECTION B.

DL

proposed industrial building extension at 197 …€¦ · alamode developments pty ltd proposed...

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