BC - SW0 - Siteworks Plan · 2019. 6. 17. · NAGAN GFH 8442 Carpark (15) Refer Sheet BA - H4 for...

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SERVICES ENGINEER

COUNCIL

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CLIENT

STRUCTURAL ENGINEER

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DRAWINGNUMBER DRAWING TITLE REVISION DRAWING

NUMBER DRAWING TITLE REVISION DRAWINGNUMBER DRAWING TITLE REVISION DRAWING

NUMBER DRAWING TITLE REVISION

01.0

6.09

P

S . P:PROJECT NO. 04-29

APR. 04DATE :

S . P:PROJECT NO. 17-001

01.06.19DATE :

APR. 04DATE : S.NDRAWN :

Phone : 3400 287 Fax : 3400 185 Mobile : 9990 626Email : [email protected]

26 MARA ROAD , P.O.BOX 16 , NAUSORI , FIJI ISLANDS

ARCHITECTS

DESIGN CONSULTANTS

PROJECT MANAGERS

INTERIOR DESIGNERS

draw

ing

regi

ster

SITEWORKS DRAWINGS

CIVIL/STRUCTURAL ENGINEER

SITEWORKS (BC)

SITEWORKS PLAN *BC - SW0

ENLARGE SITEWORKS PLAN *BC - SW2 ENLARGE DRIVEWAY, CARPARK PLAN *BC - SW1

DRIVEWAY & CARPARK DETAILS *BC - SW3

RAMP SECTION & ENLARGE DETAILS *BC - SW4

KN Khemindra S. NarainConsulting Building & Structural Engineer

Geotechnical Investigations

PHONE - 6520 987

FIJI FOOTBALL ASSOCIATIONPROPOSED GOAL IV PROJECTVUNIMOLI ROAD, LABASA.

TENDER ISSUE03.06.19

PITCH SITE PLAN *BC - SW5

IRRIGATION & DRAINAGE LAYOUT PLAN

*BC - SW8

ENLARGED FOOTBALL PITCH PLAN *BC - SW6

*BC - SW7

ELECTRICAL CONDUIT PLAN

*BC - SW9 FOOTBALL PITCH SECTION & TRENCH DETAIL

*BC - SW10 SUMP DETAILS

PP

PP

PP

3.66

7

3.37

0

3.28

0

3.20

0

3.15

03.

650

3.15

0

3.18

0

3.03

8

3.73

03.

765

3.71

03.

7403.

680

3.66

0

3.57

33.

760

3.68

0

3.42

03.

470

3.53

03.

570

3.53

03.

415

3.34

03.

660

3.44

03.41

0

3.41

03.

340

3.47

0

3.72

03.66

0

3.72

0

3.42

03.

730

3.83

0

3.93

0

4.04

03.74

03.

820

3.86

0

3.76

0 3.63

0

3.92

02.98

0

3.38

1

3.71

0

3.54

0

3.36

5

3.34

0

3.63

0

3.03

0

3.36

0

3.41

0

3.50

0

3.52

0

3.63

0

3.64

0

3.68

03.

730

3.61

0

3.77

0

3.79

0

3.68

0

3.69

9

3.76

0

3.93

0

3.77

0

3.74

0

4.16

0

3.64

0

3.68

0

3.58

0

3.65

0

3.55

0

3.57

0

3.71

0

3.77

0

3.91

0

3.65

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3.80

0

3.79

0

3.74

03.

850

3.72

04.

030

3.74

0

3.89

0

3.86

0

3.96

0

3.80

0

3.34

03.

810

3.76

0

3.58

03.

710

3.65

03.

610

3.55

0

3.60

0

3.50

0

3.72

0

3.61

4

3.74

0

3.84

0

4.14

6

3.62

0

3.34

0

3.29

03.32

0

3.12

0

3.41

0

3.48

0

3.42

0

4.04

0

4.00

0

3.85

0

4.09

0

3.95

0

3.82

0

3.88

0

3.30

0 3.30

0

3.58

0

3.30

0

3.90

0

3.38

0 3.6

50

3.65

0

3.06

0

3.01

6

3.35

0

3.34

5

3.30

0

3.85

0

4.23

0

4.13

0

4.21

0

4.02

0

3.98

0

4.13

0

4.11

04.11

0

4.13

0

4.15

0

3.81

0

3.85

0

3.87

0

3.45

0

3.45

0

3.72

0

3.75

0

4.14

0

4.15

0

IP1

IP2

TO N

AQAI SETTLEM

ENT

3.45

0

3.38

0

3.25

0

3.42

0

3.22

0

2.92

0

2.93

0

2.87

0

2.85

0

2.80

03.

000

2.65

0

ROAD 20.12

WIDE

EXIS

TIN

G A

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WID

E

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2

M 8

72

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1

M 8

38

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2

M 8

72

LOT

1

M 5

34

25° 10' 00"

148.12

140° 04' 00"

98.43

140° 04' 00"

87.77

166° 01' 00"97.06

52°19'20"32.79

46° 50' 10"66.01

33° 19' 00"

48.80

129°

14' 3

0"

92.94

129°

14' 3

0"

112.8

6

27° 07' 00"

177.69ACCESS R

OAD

5.03 WIDE (N

OT FORMED)

OPEN

EARTH

DRAIN

NEW HIGH WATER MARK

LOT

3

M 1

128

MANGROVES

7 965

BD

RY LIN

E

92 55

2 BOUNDARY L

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112 8

49 B

OUNDARY LIN

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91 667 BOUNDARY LINE







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ADriveway

LEGEND:

CONCRETE FLOOR WITH STEEL TROWEL FINISH

CRUSHED METAL FLOOR3

1

LEVEL GROUND2

NOTE:

B. Confirm all dimensions on site prior toconstruction

Check all boundary pegs prior to constructionA.

C. All Proposed Boundary Fence to be 50mm setback from boundary lineContractor to allow for inspection on site for cleaning of vegetation / trees to suite new building area

D.

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19B

C

SITEWORKS PLANSCALE 1:1000

Refer enlarge plan on sheet BC - SW1

2

2

(RL = 5.600)

2

3Carpark

1Carpark

Future Football PitchGround #2

Proposed FootballPitch Ground #1


Concrete Plinth size to suit water tank, refer sheet BC - SW10 for detail

SW10A

ProposedBuilding

B

PP

3.15

0

3.65

0

3.15

0

3.18

0

3.03

8

3.68

03.42

0

3.47

0

3.53

0

3.57

0

3.53

0

3.41

5

3.34

0

3.66

0

3.44

0

3.41

0

3.41

0

3.34

0

3.47

0

2.98

0

3.41

0

3.50

0

3.52

0

3.63

0

3.64

0

3.68

0

3.68

0

3.58

0

3.65

0

3.55

0

3.57

0

3.71

0

3.79

0

3.58

03.

710

3.65

03.

610

3.55

0

3.60

0

3.50

0

3.34

0

3.29

0

3.32

0

3.12

0

3.65

0

3.06

0

3.01

63.

450

IP1

TO N

AQAI SETTLEM

ENT

25° 10' 00"

148.12

140° 04' 0

0"

98.43

ACCESS R

OAD

5.03 WIDE (N

OT FORMED)

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6000

1000

2000

1000

2000

1500

1300

3000 3000 PROPOSEDBUILDING A

Wal

kway

- (R

L =

5.80

0)

Wal

kway

- (R

L =

5.80

0)

Lawn(RL = 5.600)

1

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PLA

NSW

117

-001

Play Ground - (RL = 5.600)

LEGEND:

1 CONCRETE FLOOR WITH STEEL TROWEL FINISH

CRUSHED METAL FLOOR2Boundary Line

Boundary Line

ACCESSVehicular crossing tocouncils standard

FIJI

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OC

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D G

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AD

ENLARGE SITEWORKS PLANSCALE 1:400

ROAD

Approx. area = 7000 sqm

Driveway

1

Refer Sheet BC - SW2 for carpark details

01.0

6.19

Fall

Fall

Fall

Fall

FallFall

Fall

Road(RL = 3.410)

Road(RL = 3.550)

NOTE:



C. All Proposed Boundary Fence to be 50mm setback from boundary line

Contractor to allow for inspection on site for cleaning of vegetation / trees to suite new building area

D.

NAGAN GFH 8442

Carpark(15)

Refer Sheet BA - H4 for septic tank details

500x500x9mlong absorptiontrenches filled with coral

Carpark(18)

Drivew

ay

(RL = 5.750)

Refer enlarge plan on sheet BB - A0

1SW3

2SW3

RL = 5.900

PROPOSEDBUILDING B

RL = 5.750

(RL = 5.750)

Refer Sheet BC - SW2 for carpark details

2SW

3

3SW3

1SW3

Refer Sheet BB - H3 for septic tank details

New 1200 dia x 1800mm deep soakage pit filled with coral

2SW3


BC

Stormwater Pit, refer sheet BC - SW 10 for detail


Refer Sheet BA - H4 for septic tank details


PROPOSEDBUILDING A

concrete driveway with soft broom finish, refer detail for reinf.

ICICIC

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R 3000

R 2500

5000

1800

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4800

2734

5

17720

607515985

1996

54350

5000

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5280

1.

Fall

FallFall

Boundary Line

ACCESS ROAD

Vehicular crossing tocouncils standard

ENLARGE DRIVEWAY & CARPARK PLANSCALE 1:250

NOTE:

E. All sawn and construction joint to be at max.5m ctrs

D. Provide 100mm wide 2 pack paint to top ofslab for carpark marking and direction arrow

C. Contractor to fill planter with garden soil allplanting to be done by others



F. All Proposed Boundary Fence to be 50mm setback from boundary line

construction joint

construction joint

construction joint

saw

n jo

int

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int

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(RL = 5.750)

Carpark

2.

3.

4.

5.

6.

7.

9.

10.

11.

13.

14.

15.

12.

PROPOSEDBUILDING B

1SW3

2SW3

crushed metalfloor

3SW3

2SW3

2SW

3

Driveway

(RL = 3.410)

1SW3

CONSTRUCTION JOINT DETAILDOWELLED FORMEDSCALE 1:10

Eq.

75 75

225

45050 deep x 6mm wide saw cut, Ø10 P.E.F backing rod & colpor 200 sealant

RC slab with 2 layer 665mesh with 40 top coverR20 dowels at

300 ctrs

bond breaking compoundto one half dowel

150

Compacted Fill

40

Eq.

150 micron visqueen DPC or approved equivalent water-proof membrane on 50mm sand blinding and 100mm hardcore fill

50 m

m

6mm Wide

Dee

p

50 deep x 6mm wide saw cut, Ø10 P.E.F backing rod & colpor 200 sealant

50 deep x 6mmwide saw cut

RC slab with 2 layer 665mesh with 40 top cover

induced crack

SAWN JOINT DETAILDOWELLED INDUCEDSCALE 1:10

Compacted Fill

40

Ø10 P.E.Fbacking rod

150

150 micron visqueen DPC or approved equivalent water-proof membrane on 50mm sand blinding and 100mm hardcore fill

8.

SW33

500x500x9m long absorptiontrenches filled with coral

(RL = 5.750)

Carpark(RL = 5.750)

Fall

Fall

Fall

Lawn(RL = 5.600)

Lawn(RL = 5.600)


ENLARGED DRIVEWAY & CARPAK PLAN

PH.- 3400 287 , FAX. - 3400 185

ARCHITECTS,DESIGN CONSULTANTS,PROJECT MANAGERS,INTERIOR DESIGNERS

Email : [email protected]


Copyright reserved in all drawings and thework excuted from them. Figured dimensionsshall be read in preferance. Largest scaleddrawings shall take precedence. Check alldimensions on site. All discrepancies shallbe reported to the ARCHITECT immediately. :

:

:

:SHEET TITLE DESIGN

DRAWN

DATE

SCALE

S . P PROJECT NO.

SHEET NO.

REV.

PROJECT

AS SHOWN

SW2NOTES DATEREV.

S.N/M.N.NFIJI FOOTBALL ASSOCIATION

LABASA.

PROPOSED GOAL IV PROJECT

VUNIMOLI ROAD

17-001

01.06.19 BC

Carpark

20mm lip abovegutter invert footpath

25mm fall

B'd

ry L

ine

10 dia bars at150 ctrs bothways( 25mm cover frombottom )

10 dia bars at300 ctrs bothways(40mm top cover from top)

road 175

1500900250

250

175

200

G.LWell Compacted Fill

150


220

TYP. VEHICULAR CROSSING DETAILSCALE 1:20

Alternative Finished Level

177 683 BOUNDARY LINEDETAILSCALE 1:20

2SW1

250

250

150

250

well compactedhardcore fill

100 mm well compactedcrush metal on hardcorefill

750

25030 mmchamfer

garden soil

Planter

top soil in planter to be done by contractor,planting to be done by client

3 - 12 dia bars 10 dia ties @ 200 ctrs

177 683 BOUNDARY LINE15

0

3-12Ø bars 10Ø ties at 200mm ctrs

400

150 micron visqueen DPCor approved equivalentwater-proof membrane on50mm sand blinding and100mm hardcore fill

100 x 100mm conc. nibreinf. with 10 Ø bar 6 diaties @ 300mm ctrs

2 layer 665 mesh

GL.

600 LAP

DRIVEWAY & CARPARK DETAILSCALE 1:20

1SW1

3

4

5

6

2

3

4

5

6

1

RL = 3.410ACCESS ROAD

RL = 5.750 RL = 5.800WALKWAYCARPARK

B'd

ry L

ine

Well Compacted Engineered FillMaterial In 200mm Layers

Fence wall plastered and paintedfrom bothsides as per Architectsinstruction

RL = 5.600

DRIVEWAY SECTIONSCALE 1:200

3SW2

Concrete driveway with softbroom finish, refer detail forreinf.

15985RAMP DISTANCE Original Ground Line

PH

.- 34

00 2

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FAX

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400

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IVEW

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&

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RPA

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DET

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SSW

317

-001

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.06.

19B

C


150

3-12Ø bars 10Ø ties at 200mm ctrs

2 layer 665 mesh

600 LAP

CARPARK DETAILSCALE 1:20

3SW1


100 mm well compactedcrush metal on hardcorefill

150

250


GL.15

0

Carpark Level

Ramp Down

well compactedfill

GL.

GL.

150

soft broom finish



well compactedfill

RAMP SECTIONSCALE 1:20

2070

1150




RAMP SECTION & ENLARGE DETAILS

PH.- 3400 287 , FAX. - 3400 185





:

:

:SHEET TITLE DESIGN

DRAWN

DATE

SCALE

S . P PROJECT NO.

SHEET NO.

REV.

PROJECT

AS SHOWN

SW4NOTES DATEREV.

S.N/M.N.N

17-001FIJI FOOTBALL ASSOCIATION

LABASA.


VUNIMOLI ROAD01.06.19 BC

GL.

150

soft broom finish


2070


150

Carpark Level


well compactedfill

1150

well compactedfill


well compactedfill

RAMP ENLARGE DETAILS SCALE 1:10

PP

PP

PP

3.66

7

3.37

0

3.28

0

3.20

0

3.15

03.

650

3.15

0

3.18

0

3.03

8

3.73

03.

765

3.71

03.

7403.

680

3.66

0

3.57

33.

760

3.68

0

3.42

03.

470

3.53

03.

570

3.53

03.

415

3.34

03.

660

3.44

03.41

0

3.41

03.

340

3.47

0

3.72

03.66

0

3.72

0

3.42

03.

730

3.83

0

3.93

0

4.04

03.74

03.

820

3.86

0

3.76

0 3.63

0

3.92

02.98

0

3.38

1

3.71

0

3.54

0

3.36

5

3.34

0

3.63

0

3.03

0

3.36

0

3.41

0

3.50

0

3.52

0

3.63

0

3.64

0

3.68

03.

730

3.61

0

3.77

0

3.79

0

3.68

0

3.69

9

3.76

0

3.93

0

3.77

0

3.74

0

4.16

0

3.64

0

3.68

0

3.58

0

3.65

0

3.55

0

3.57

0

3.71

0

3.77

0

3.91

0

3.65

0

3.80

0

3.79

0

3.74

03.

850

3.72

04.

030

3.74

0

3.89

0

3.86

0

3.96

0

3.80

0

3.34

03.

810

3.76

0

3.58

03.

710

3.65

03.

610

3.55

0

3.60

0

3.50

0

3.72

0

3.61

4

3.74

0

3.84

0

4.14

6

3.62

0

3.34

0

3.29

03.32

0

3.12

0

3.41

0

3.48

0

3.42

0

4.04

0

4.00

0

3.85

0

4.09

0

3.95

0

3.82

0

3.88

0

3.30

0 3.30

0

3.58

0

3.30

0

3.90

0

3.38

03.

650

3.65

0

3.06

0

3.01

6

3.35

0

3.34

5

3.30

0

3.85

0

4.23

0

4.13

0

4.21

0

4.02

0

3.98

0

4.13

0

4.11

04.11

0

4.13

0

4.15

0

3.81

0

3.85

0

3.87

0

3.45

0

3.45

0

3.72

0

3.75

0

4.14

0

4.15

0

IP1

IP2

TO N

AQAI SETTLEM

ENT

3.45

0

3.38

0

3.25

0

3.42

0

3.22

0

2.92

0

2.93

0

2.87

0

2.85

0

2.80

03.

000

2.65

0

EXIS

TIN

G A

CC

ESS

RO

AD 5

.03

WID

E

LOT

2

M 8

72

LOT

1

M 8

38

LOT

2

M 8

72

LOT

1

M 5

34

25° 10' 00"

148.12

140° 04' 00"

98.43

140° 04' 00"

87.77

166° 01' 00"97.06

52°19'20"32.79

46° 50' 10"66.01

33° 19' 00"

48.80

129°

14' 3

0"

92.94

129°

14' 3

0"

112.8

6

27° 07' 00"

177.69ACCESS R

OAD

5.03 WIDE (N

OT FORMED)

OPEN

EARTH

DRAIN

NEW HIGH WATER MARK

LOT

3

M 1

128

MANGROVES

ICICIC

IC

IC

IC

IC

IC

ICIC

ICIC

ICIC

IC

ICICIC

IC

IC

IC

ICIC

ICIC

IC

IC

3720

8600

1700

0

13880

732255180543

690

9991

0

PROPOSED FOOTBALL PITCH LAYOUT PLAN

PH.- 3400 287 , FAX. - 3400 185





:

:

:SHEET TITLE DESIGN

DRAWN

DATE

SCALE

S . P PROJECT NO.

SHEET NO.

REV.

PROJECT

AS SHOWN

SW501.06.19

FIJI FOOTBALL ASSOCIATION

LABASA.


VUNIMOLI ROAD

NOTES DATEREV. 17-001

S.N/D.C

PROPOSED FOOTBALL PITCH

FUTURE FOOTBALL PITCH

PROPOSED FOOTBALL PITCH LAYOUT PLANSCALE 1:1000

Driveway

GROUND #1.

GROUND #2.


BC

Refer enlarge plan on sheet BC - SW1

PROPOSEDBUILDING A

PROPOSEDBUILDING B

IC

IC

IC

ICIC

ICIC

ICIC

IC

ICICIC

IC

IC

IC

ICIC

ICIC

IC

IC

6500

040

0040

00

40004000 100000

PROPOSED FOOTBALL PITCH

Future Flood Light Pole

RL = 5.600

Boundary Line

Bound

ary L

ineFence As Per Detail

ENLARGED FOOTBALL PITCHPLAN

PH.- 3400 287 , FAX. - 3400 185





:

:

:SHEET TITLE DESIGN

DRAWN

DATE

SCALE

S . P PROJECT NO.

SHEET NO.

REV.

PROJECT

AS SHOWN


LABASA.


VUNIMOLI ROAD


ENLARGED FOOTBALL PITCH PLANSCALE 1:400


Future Flood Light PoleFuture Flood Light Pole

BatterSlope

Grass Planting ToBe Done By Others


SW6BCS.N/D.C

01.06.19

PROPOSEDBUILDING A

RL = 5.600

SepticTank

Septic Tank


IRRIGATION & DRAINAGELAYOUT PLAN

PH.- 3400 287 , FAX. - 3400 185





:

:

:SHEET TITLE DESIGN

DRAWN

DATE

SCALE

S . P PROJECT NO.

SHEET NO.

REV.

PROJECT

AS SHOWN


LABASA.


VUNIMOLI ROAD


104250

Bound

ary L

ine

W

18500 18500 18500 18500 18500

110mm dia. Novaflo Pipe @ 4m Spacing Ctrs.

1850

018

500

1850

0

C

Fence As Per Detail

IRRIGATION & DRAINAGE LAYOUT PLANSCALE 1:400

160mm dia. solid PVC storm pipe160mm dia. solid PVC storm pipe 160mm dia. solid PVC storm pipe

connect to nearest existing open drainconnect to nearest existing open drain

Sprinkler Under The Playing Surface

Solenoid Valve

Swing Joint

C

Toro T7 Roto FC/PC # 20 c/w Ez-floplus VUH Solenoid Valve

Irrigation controller

W Irrigation Pump (781pm @ 6.0bar)

LEGEND:

-

-

-


SW7BCS.N/D.C

01.06.19

ELECTRICAL CONDUIT PLAN

PH.- 3400 287 , FAX. - 3400 185





:

:

:SHEET TITLE DESIGN

DRAWN

DATE

SCALE

S . P PROJECT NO.

SHEET NO.

REV.

PROJECT

AS SHOWN


LABASA.


VUNIMOLI ROAD


S.N/D.C

IC

IC

IC

ICIC

ICIC

ICIC

IC

ICICIC

IC

IC

IC

ICIC

ICIC

IC

IC


RL = 5.600

Boundary Line

Bound

ary L

ineFence As Per Detail

ELECTRICAL CONDUIT PLANSCALE 1:400


Future Flood Light PoleFuture Flood Light Pole

Contractor to install 50mm dia. orange conduit and draw wire for 6 only future light poles. Allow to provide end capping to outlet locations ( As per EFL standard )

Contractor to install 50mm dia. orange conduit and draw wire for 6 only future light poles. Allow to provide end capping to outlet locations ( As per EFL standard )

SW8BC

PROPOSED BUILDING - A


01.06.19

Septic Tank

Septic Tank


2

3

4

5

6

7

PH.- 3400 287 , FAX. - 3400 185





:

:

:SHEET TITLE DESIGN

DRAWN

DATE

SCALE

S . P PROJECT NO.

SHEET NO.

REV.

PROJECT

AS SHOWN


LABASA.


VUNIMOLI ROAD


RL = 5.600RL = 3.600

2

3

4

5

6

7

foot

ball

pitc

h lin

e

40005000batter slope

4000 5000

batter slope

40005000batter slope

4000 5000batter slope

original g.l

original g.l

SITE SECTIONSCALE 1:400

XSW5

SITE SECTIONSCALE 1:400

YSW5

RL = 5.600

Football pitch

Football pitch

CONFIRM ALL DIMENSIONS ON SITE PRIORTO COMPACTION OF NEW FOOTBALL PITCHAREA

CHECK ALL BOUNDARY PEGS PRIOR TOCONSTRUCTION

2.

1.

NOTE:

CONTRACTOR TO ALLOW FOR INSPECTIONON SITE FOR CLEANING OF VEGETATION /TREES TO SUITE NEW FOOTBALL PITCHAREA

3.

LEGEND

FILL SOIL

CUT & FILL SOIL

Proposed new ground level. Refer BE - A2

new ground line

new ground line

4m spacing

4075

300

4075

300

100

sand layer

top soil layer

compacted soapstone

100mm blindincourse sand

max. 12mm washedgravel

110mm dia. slottednova coil pipe

TYPICAL TRENCH DETAILSCALE 1:10

TYPICAL TRENCH DETAILSCALE 1:10

TYPICAL FIELD SECTIONSCALE 1:10

100

compacted soapstone

FOOTBALL PITCH SECTION &TRENCH DETAILS


S.N/D.C

SW9BC01.06.19

Proposed new ground level. Refer BE - A2


300

MIN

.

GL.

WATER TANK CONCRETE PLINTH DETAILSCALE 1:20

2-D12 bars R10 tiesat 200mm ctrs

300 x 300

150 pvc down pipe screw fix to wall using metal strap- painted

40mm thick conc. lid with 665 mesh- provide hole for down pipe

100 thick conc. wall reinf. with 10 dia bars@ 125mm ctrs bothways

150 dia. pvc stormwater drain

building structurerefer structural drawing for reinforcement

building line

250

- 400

100

varie

s w

ith fa

ll

TYP. DP SUMP DETAILSCALE 1:10

50 50

50

150 600 CLEAR OPENING 150

VAR

IES

150

12 dia bars @150 mm ctrsbothways

water proof plaster

pipe size asnoted elsewhere

Nagan GFH 8442Heavy Duty Road Grate - DiagonalSupplier: Nagan Engineering

TYP. SUMP / PIT DETAILSCALE 1:10

dish drain asper detail

WATER TANK CONCRETE PLINTH & SUMP DETAILS

PH.- 3400 287 , FAX. - 3400 185





:

:

:SHEET TITLE DESIGN

DRAWN

DATE

SCALE

S . P PROJECT NO.

SHEET NO.

REV.

PROJECT

AS SHOWN

NOTES DATEREV. 17-001FIJI FOOTBALL ASSOCIATION

LABASA.


VUNIMOLI ROAD

177 683 BOUNDARY LINE30

0 M

IN.GL.

WATER TANK CONCRETE PLINTH DETAILSCALE 1:20

ASW0

150

150 micron visqueen DPCor approved equivalentwater-proof membraneon 50mm sand blindingand 100mm hardcore fill.

2-D12 bars R10 tiesat 200mm ctrs

2 - 665 layer mesh

125

SW10S.N/S.S.N

01.06.19


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BC - SW0 - Siteworks Plan · 2019. 6. 17. · NAGAN GFH 8442 Carpark (15) Refer Sheet BA - H4 for...

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