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Rfi - P0352-25-003-02-GYMPIE-ST-TEWANTIN
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2.8
2.4
END 72.302
2.3
43
CH60.00
CH20.00
CH40.00
ExW
2 .7
T16321
D
2.6
LEGEND
Ex
2.0
2.7
ExS
ExW
0
2.0 EXISTING CONTOURS
0.0
2.8
ExT ExT ExT ExT ExT ExT
095
509171
2.487 2.6
4.0 EARTHWORKS CONTOURS PLM 0.25
2 10
ExS
ExW
CH
509171
104
ExD
ExT
2.8 2.263
3.00
HY
2.7 9003
PROPOSED KERB INVERT 2.60 9006
ExS ExS ExS ExS ExS ExS 2.4
PROPOSED ROAD CENTERLINE 2.3
2.0 2.6
509172
005
2.5 2.90 2.80 509171109
2.370
00 PALING
2.312 GA1 -18
STN.U -TE
MP 2.7
9008
PROPOSED DRIVEWAY
ExS
2.5
(X.X) 0 3.30
101 2.9 3.20 509171110
2.533
PROPOSED CONCRETE SLEEPER RETAINING GA1 -18
00 PALING
STOP 509171
2.607
WSV
116
2.6
WALL (APPROX.HEIGHTS) 2.8
18
RP8673
ExD
ExS
ExT
PROPOSED EARTHWORKS CUT 2.5 509171
2.447
039
ExS
MM
SWO -90
3.00
ExW
2.6
PROPOSED EARTHWORKS FILL 2.7
ExS D 2.9
101
3.10
EXISTING TREE TO REMAIN
6 3.0
3.40
7 3.1
3.30
3.20
41
2.8
2.9
EXISTING TREE TO BE REMOVED
23
3.1
3.20
RP8673
ExD
3.30 3.20
ExT
3.40
ExS
2.8
4.10 BULK EARTHWORKS PAD SPOT LEVEL 3.2
3.0
ExW
2.9
3.0
3.30
EXTENT OF PROPOSED WORKS 3.1 3.3
9004
3.20
3.20
3.40
(OFFSET FOR CLARITY) 3.3
3.4
3.40 3.40 3.60 3.5 3.50
2.9
3 0
ExD
3.4.3
0
3.3
3.60 3.60
3.6
ExT
3.30
3.2
ExS
3.20
3.40
3.4
ExW
3.50
3.5
EARTHWORKS VOLUMES
EARTHWORKS VOLUMES ARE FROM
EXISTING SURFACE TO EARTHWORKS
SURFACE. VOLUMES DO NOT INCLUDE
46 5
BUTLER STREET
3.60
PRELIMINARY BOXING DEPTH FOR ROADS. 3.70
ExD
40
3.9
3.70
3.1
VOLUMES EXCLUDE TOPSOIL STRIP AND 3.70 3.0
ExT
18
RP8673
ExS
BULKING/COMPACTION FACTORS.
CUT = 488 m² 3.90 42 3.70 RP8673
23
ExW
FILL = 845 m²
BALANCE = 357 m² IMPORT
7 3 2 3 3.8
0 END 54.104
3.9 RP 8 6 3.5
509171
3.217
031
3.8
3.7
3.2
3.6
HY
3.6
0 4.0
897 m
3.3
45
3.7 3.4
ExD
NOTE
EMT X
3.7
EMT W
ExT
509171446
3.8
4.2
3.849
0
STP1.C
- REFER TO DRAWING C102 FOR
ExS
509171445
4.1
3.80
4.350
443
509171 STP1
EARTHWORKS SURFACE CROSS 18
4.0
18 4.20
3.9
3.908
RP8673 RP8673
STP1
4.2
ExW
444
509171
SECTIONS. 4.20
4.392
STP1
3.90
4.1
- REFER TO DRAWING C005 FOR EXISTING
4.3
4.25 4.25 4.10 4.10 3.90 3.90
SERVICES AND FEATURES LEGEND.
CH40.00
3.6
3.7
4.30 4.00
39
EMT Y
002
509172
4.317
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