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QS
CLIENT
STRUCTURAL ENGINEER
SERVICES ENGINEER
COUNCIL
NFA \ OHS
TENDER
ISSUED TO:DATE OF ISSUE
E=Email, D=Disk, P=Paper
QS
CLIENT
STRUCTURAL ENGINEER
SERVICES ENGINEER
COUNCIL
NFA \ OHS
TENDER
ISSUED TO:DATE OF ISSUE
E=Email, D=Disk, P=Paper
QS
CLIENT
STRUCTURAL ENGINEER
SERVICES ENGINEER
COUNCIL
NFA \ OHS
TENDER
ISSUED TO:DATE OF ISSUE
E=Email, D=Disk, P=Paper
QS
CLIENT
STRUCTURAL ENGINEER
SERVICES ENGINEER
COUNCIL
NFA \ OHS
TENDER
ISSUED TO:DATE OF ISSUE
E=Email, D=Disk, P=Paper
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
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
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
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
7 965
BD
RY LIN
E
92 55
2 BOUNDARY L
INE
112 8
49 B
OUNDARY LIN
E
91 667 BOUNDARY LINE
100 056 BOUNDARY LINE
87 765 BOUNDARY LINE
177 683 BOUNDARY LINE
148 112 BOUNDARY LINE
48 800 BOUNDARY LINE
98 426 BOUNDARY LINE
ICICIC
IC
IC
IC
IC
IC
ICIC
ICIC
ICIC
IC
ICICIC
IC
IC
IC
ICIC
ICIC
IC
dp dp dp
dp
dp
dp
dp
dp
dp
dp
dp
dp
dp
dpdpdp
dp
dp
dp
dp
dp
dp
dp
dp
dp
IC
(RL =5.600)
ProposedBuilding
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.
PH
.- 34
00 2
87 ,
FAX
. - 3
400
185
AR
CH
ITE
CTS
,DE
SIG
N C
ON
SU
LTA
NTS
,PR
OJE
CT
MA
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RS
,INTE
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ES
IGN
ER
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ail :
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ignh
ut@
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om.fj
26 M
AR
A R
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D ,
P.O
.BO
X 1
6 , N
AU
SO
RI ,
FIJ
I IS
LAN
DS
Cop
yrig
ht r
eser
ved
in a
ll d
raw
ings
and
the
wor
k ex
cute
d fro
m th
em.
Figu
red
dim
ensi
ons
shal
l be
read
in
pre
fera
nce.
La
rges
t sc
aled
draw
ings
sha
ll ta
ke p
rece
denc
e.
Che
ck a
lldi
men
sion
s o
n s
ite.
All
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repa
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hall
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porte
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the
AR
CH
ITE
CT
imm
edia
tely
.::::
SH
EE
T TI
TLE
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SIG
N
DR
AW
N
DA
TE
SC
ALE
S .
P
S.N
/M.N
PR
OJE
CT
NO
.
SH
EE
T N
O.
RE
V.
PR
OJE
CT
AS
SH
OW
N
SITE
WO
RK
S PL
AN
SW0
17-0
01FI
JI F
OO
TBA
LL A
SSO
CIA
TIO
N
LABA
SA.
PRO
POSE
D G
OA
L IV
PR
OJE
CT
VU
NIM
OLI
RO
AD01
.06.
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
TENDER ISSUE03.06.19
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)
IC
ICIC
IC
IC
IC
IC
IC
ICIC
ICIC
ICIC
IC
ICICIC
IC
IC
IC
ICIC
ICIC
IC
dp dp dp
dp
dp
dp
dp
dp
dp
dp
dp
dp
dp
dpdpdp
dp
dp
dp
dp
dp
dp
dp
dp
dp
IC
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
1
2
PH
.- 34
00 2
87 ,
FAX
. - 3
400
185
AR
CH
ITE
CTS
,DE
SIG
N C
ON
SU
LTA
NTS
,PR
OJE
CT
MA
NA
GE
RS
,INTE
RIO
R D
ES
IGN
ER
S
Em
ail :
des
ignh
ut@
conn
ect.c
om.fj
26 M
AR
A R
OA
D ,
P.O
.BO
X 1
6 , N
AU
SO
RI ,
FIJ
I IS
LAN
DS
Cop
yrig
ht r
eser
ved
in a
ll d
raw
ings
and
the
wor
k ex
cute
d fro
m th
em.
Figu
red
dim
ensi
ons
shal
l be
read
in
pre
fera
nce.
La
rges
t sc
aled
draw
ings
sha
ll ta
ke p
rece
denc
e.
Che
ck a
lldi
men
sion
s o
n s
ite.
All
disc
repa
ncie
s s
hall
be re
porte
d to
the
AR
CH
ITE
CT
imm
edia
tely
.::::
SH
EE
T TI
TLE
DE
SIG
N
DR
AW
N
DA
TE
SC
ALE
S .
P
S.N
/M.N
PR
OJE
CT
NO
.
SH
EE
T N
O.
RE
V.
PR
OJE
CT
AS
SH
OW
N
ENLA
RG
E SI
TEW
OR
KS
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
FO
OTB
ALL
ASS
OC
IATI
ON
LABA
SA.
PRO
POSE
D G
OA
L IV
PR
OJE
CT
VU
NIM
OLI
RO
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:
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 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
500x500x9mlong absorptiontrenches filled with coral
BC
Stormwater Pit, refer sheet BC - SW 10 for detail
TENDER ISSUE03.06.19
Refer Sheet BA - H4 for septic tank details
500x500x9mlong absorptiontrenches filled with coral
PROPOSEDBUILDING A
concrete driveway with soft broom finish, refer detail for reinf.
ICICIC
IC
IC
IC
ICIC
ICIC
IC
ICIC
ICIC
IC
ICIC
IC
dp
dp
dp
dp
dp
dp
dp
dp
dp
2250
020
0041
05
2860
5
320549900
6100
1500
025
00
5970
11000600017000
R 3000
R 2500
5000
1800
1300
1500
3410
4800
2734
5
17720
607515985
1996
54350
5000
5000
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
B. Confirm all dimensions on site prior toconstruction
Check all boundary pegs prior to constructionA.
F. All Proposed Boundary Fence to be 50mm setback from boundary line
construction joint
construction joint
construction joint
saw
n jo
int
saw
n jo
int
saw
n jo
int
saw
n jo
int
saw
n jo
int
saw
n jo
int
saw
n jo
int
saw
n jo
int
saw
n jo
int
saw
n jo
int
saw
n jo
int
saw
n jo
int
construction joint
construction joint
(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)
TENDER ISSUE03.06.19
ENLARGED DRIVEWAY & CARPAK PLAN
PH.- 3400 287 , FAX. - 3400 185
ARCHITECTS,DESIGN CONSULTANTS,PROJECT MANAGERS,INTERIOR DESIGNERS
Email : [email protected]
26 MARA ROAD , P.O.BOX 16 , NAUSORI , FIJI ISLANDS
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
RC slab with 2 layer 665mesh with 40 top cover
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
87 ,
FAX
. - 3
400
185
AR
CH
ITE
CTS
,DE
SIG
N C
ON
SU
LTA
NTS
,PR
OJE
CT
MA
NA
GE
RS
,INTE
RIO
R D
ES
IGN
ER
S
Em
ail :
des
ignh
ut@
conn
ect.c
om.fj
26 M
AR
A R
OA
D ,
P.O
.BO
X 1
6 , N
AU
SO
RI ,
FIJ
I IS
LAN
DS
Cop
yrig
ht r
eser
ved
in a
ll d
raw
ings
and
the
wor
k ex
cute
d fro
m th
em.
Figu
red
dim
ensi
ons
shal
l be
read
in
pre
fera
nce.
La
rges
t sc
aled
draw
ings
sha
ll ta
ke p
rece
denc
e.
Che
ck a
lldi
men
sion
s o
n s
ite.
All
disc
repa
ncie
s s
hall
be re
porte
d to
the
AR
CH
ITE
CT
imm
edia
tely
.::::
SH
EE
T TI
TLE
DE
SIG
N
DR
AW
N
DA
TE
SC
ALE
S .
P
S.N
/M.N
PR
OJE
CT
NO
.
SH
EE
T N
O.
RE
V.
PR
OJE
CT
AS
SH
OW
N
DR
IVEW
AY
&
CA
RPA
RK
DET
AIL
SSW
317
-001
FIJI
FO
OTB
ALL
ASS
OC
IATI
ON
LABA
SA.
PRO
POSE
D G
OA
L IV
PR
OJE
CT
VU
NIM
OLI
RO
AD01
.06.
19B
C
177 683 BOUNDARY LINE
150
3-12Ø bars 10Ø ties at 200mm ctrs
2 layer 665 mesh
600 LAP
CARPARK DETAILSCALE 1:20
3SW1
150 micron visqueen DPCor approved equivalentwater-proof membrane on50mm sand blinding and100mm hardcore fill
100 mm well compactedcrush metal on hardcorefill
150
250
TENDER ISSUE03.06.19
GL.15
0
Carpark Level
Ramp Down
well compactedfill
GL.
GL.
150
soft broom finish
RC slab with 2 layer 665mesh with 40 top cover
RC slab with 2 layer 665mesh with 40 top cover
well compactedfill
RAMP SECTIONSCALE 1:20
2070
1150
150 micron visqueen DPCor approved equivalentwater-proof membrane on50mm sand blinding and100mm hardcore fill
150 micron visqueen DPCor approved equivalentwater-proof membrane on50mm sand blinding and100mm hardcore fill
TENDER ISSUE03.06.19
RAMP SECTION & ENLARGE DETAILS
PH.- 3400 287 , FAX. - 3400 185
ARCHITECTS,DESIGN CONSULTANTS,PROJECT MANAGERS,INTERIOR DESIGNERS
Email : [email protected]
26 MARA ROAD , P.O.BOX 16 , NAUSORI , FIJI ISLANDS
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
SW4NOTES DATEREV.
S.N/M.N.N
17-001FIJI FOOTBALL ASSOCIATION
LABASA.
PROPOSED GOAL IV PROJECT
VUNIMOLI ROAD01.06.19 BC
GL.
150
soft broom finish
RC slab with 2 layer 665mesh with 40 top cover
2070
150 micron visqueen DPCor approved equivalentwater-proof membrane on50mm sand blinding and100mm hardcore fill
150
Carpark Level
RC slab with 2 layer 665mesh with 40 top cover
well compactedfill
1150
well compactedfill
150 micron visqueen DPCor approved equivalentwater-proof membrane on50mm sand blinding and100mm hardcore fill
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
ARCHITECTS,DESIGN CONSULTANTS,PROJECT MANAGERS,INTERIOR DESIGNERS
Email : [email protected]
26 MARA ROAD , P.O.BOX 16 , NAUSORI , FIJI ISLANDS
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
SW501.06.19
FIJI FOOTBALL ASSOCIATION
LABASA.
PROPOSED GOAL IV PROJECT
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.
TENDER ISSUE03.06.19
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
ARCHITECTS,DESIGN CONSULTANTS,PROJECT MANAGERS,INTERIOR DESIGNERS
Email : [email protected]
26 MARA ROAD , P.O.BOX 16 , NAUSORI , FIJI ISLANDS
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
FIJI FOOTBALL ASSOCIATION
LABASA.
PROPOSED GOAL IV PROJECT
VUNIMOLI ROAD
NOTES DATEREV. 17-001
ENLARGED FOOTBALL PITCH PLANSCALE 1:400
Future Flood Light Pole
Future Flood Light PoleFuture Flood Light Pole
BatterSlope
Grass Planting ToBe Done By Others
TENDER ISSUE03.06.19
SW6BCS.N/D.C
01.06.19
PROPOSEDBUILDING A
RL = 5.600
SepticTank
Septic Tank
Concrete Plinth size to suit water tank, refer sheet BC - SW10 for detail
IRRIGATION & DRAINAGELAYOUT PLAN
PH.- 3400 287 , FAX. - 3400 185
ARCHITECTS,DESIGN CONSULTANTS,PROJECT MANAGERS,INTERIOR DESIGNERS
Email : [email protected]
26 MARA ROAD , P.O.BOX 16 , NAUSORI , FIJI ISLANDS
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
FIJI FOOTBALL ASSOCIATION
LABASA.
PROPOSED GOAL IV PROJECT
VUNIMOLI ROAD
NOTES DATEREV. 17-001
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:
-
-
-
TENDER ISSUE03.06.19
SW7BCS.N/D.C
01.06.19
ELECTRICAL CONDUIT PLAN
PH.- 3400 287 , FAX. - 3400 185
ARCHITECTS,DESIGN CONSULTANTS,PROJECT MANAGERS,INTERIOR DESIGNERS
Email : [email protected]
26 MARA ROAD , P.O.BOX 16 , NAUSORI , FIJI ISLANDS
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
FIJI FOOTBALL ASSOCIATION
LABASA.
PROPOSED GOAL IV PROJECT
VUNIMOLI ROAD
NOTES DATEREV. 17-001
S.N/D.C
IC
IC
IC
ICIC
ICIC
ICIC
IC
ICICIC
IC
IC
IC
ICIC
ICIC
IC
IC
Future Flood Light Pole
RL = 5.600
Boundary Line
Bound
ary L
ineFence As Per Detail
ELECTRICAL CONDUIT PLANSCALE 1:400
Future Flood Light Pole
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
TENDER ISSUE03.06.19
01.06.19
Septic Tank
Septic Tank
Concrete Plinth size to suit water tank, refer sheet BC - SW10 for detail
2
3
4
5
6
7
PH.- 3400 287 , FAX. - 3400 185
ARCHITECTS,DESIGN CONSULTANTS,PROJECT MANAGERS,INTERIOR DESIGNERS
Email : [email protected]
26 MARA ROAD , P.O.BOX 16 , NAUSORI , FIJI ISLANDS
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
FIJI FOOTBALL ASSOCIATION
LABASA.
PROPOSED GOAL IV PROJECT
VUNIMOLI ROAD
NOTES DATEREV. 17-001
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
TENDER ISSUE03.06.19
S.N/D.C
SW9BC01.06.19
Proposed new ground level. Refer BE - A2
177 683 BOUNDARY LINE
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
ARCHITECTS,DESIGN CONSULTANTS,PROJECT MANAGERS,INTERIOR DESIGNERS
Email : [email protected]
26 MARA ROAD , P.O.BOX 16 , NAUSORI , FIJI ISLANDS
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
NOTES DATEREV. 17-001FIJI FOOTBALL ASSOCIATION
LABASA.
PROPOSED GOAL IV PROJECT
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
TENDER ISSUE03.06.19
BC