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BISHOP_250522_TENDER SET_compressed (1) · EXE25/0028
Original PDF page 7, section 1. The text section number identifies this passage in the reader.
2
A223 LEGEND
11
E LINE
G FENC 30
13898 1681 EXISTIN 00
19719 C4 STEEL COLUMN 89 SHS
P1 TIMBER POST 90 X 90
EXISTING FENCE LINE
EXISTING FENCE LINE
FFL 113.00 CONNECTING CONCRETE RAMP
8500 5490 P1 TIMBER POST 90 X 90
FALL
AS REQUIRED TO MAINTAIN CONCRETE FINISH
CONCRETE FINISH CONCRETE FINISH CONCRETE FINISH VEHICLE ACCESS THROUGH
NON SLIP P3 / R10 NON SLIP P3 / R10 NON SLIP P3 / R10 WESTERN SIDE OF BUILDING
NON SLIP P3 / R10 190 4000 190 4120 90 5210 190
1 IN 10 MAXIMUM GRADE
CONCRETE FINISH
P3 / R10
FALL
CONCRETE FINISH
P3 / R10
Proposed Dwelling Subfloor Posts
(C4) 89 X 89 SHS
FALL
4 240 3900 290 3920 290 5110 240
FALL 1:80 CAST INTO CONRETE FOOTINGS
A221 579 726 1600 726 369 1815 1515 790 490 1480 2320 900 300
4816
REFER TO STRUCT ENG DWGS
4800
CONCRETE FINISH
7230 NON SLIP P3 / R10
SPAN BETWEEN COLUMNS CENTRE
4080 1530 190
10
45
DUTCH
7515
190 7935 190 2900 18 EQ [email protected] each
45
C4 C4 3615 C4 3615 C4 50 DOOR
25
700
190 1420 90
190 1420 90
390 3572 391 3572 390
610 533 915 443
C4 P1
45
CONCRETE FINISH 1225
2410
FALL CONCRETE
P3 / R10FINISH UP
FFL 113.06 FFL 112.92 NON SLIP P3 / R10 1600 SEAT UNDER 423 925 233 920
FFL 112.92
10
STAIR
10
190
380
BOX OUT THE 3 X P1 (TIMBER POSTS) TO WESTERN FACADE OF GARAGE, WITH 90MM STUD AND FC WEATHERBOARD CLADDING
P1
2600
113500 P1 (TIMBER POSTS) TO HAVE PF1 FOOTINGS , POSTS ON STIRRUP CONNECTION, POST ARE TO SUPPORT PERGOLA ABOVE. C4 B'HEAD
C4 C4 920
CONCRETE FINISH FALL 1:20 LANDCAPING RETAINING
WALL KING BUNK STORAGE DRAWERS
ROBE
KS
200
P1 P1 Top of wall 1.1m high SINGLE UNDER SEAT
FFL 113.17
2705
P1 1830
190
190
2 FFL 112.92 2
1600
BED 6
1600
3950
RUMPUS
4000
4000
A220 FALL CH 2700 UP CH 2700 A220
PROVIDE SPOON DRAIN AT BASE
BED 7
200
RL 114200 CARPET TILE
OF RETAINING WALL FALL TO C4 C4 C4
920 LANDCAPING 3615 3615 1960 190 CH 2700
WESTERN DIRECTION
KS CARPET P1
610
114000 4m Diameter BUNK
114000
CLEAR
CONCRETE FINISH
SINGLE
1000
ROBE 870
70
RETAINING
0
FFL 113.00
8590
1400
WALL
2710
190
90 1185 290
90 1235 190
P3 / R10
9205
5870
1 1
GAS BOTTLE STORE
1185
RETAINING
CONCRETE FINISH
STORE CH 2700 FFL 113.00
0
70
CH 2850 U/S 2400 WALL TILE 920 BARN DOOR
A220 A220
600
900
CH 2700
200
BEAM OVER UNDER C4 C4 C4 1100 90
114500 TILE
3 X 210 KG
FLOOR
1145 90
8160
FINISH TBC BAR P1
3195 2280 90 2370 870 CH 2700
4020
870 870
RETAINING TILE
1600
1100
ENS 3
70
1600
0
WALL CONCRETE FINISH
FINISH
70
CONCRETE
0
P3 / R10 CH 2700
2645
2695
2705
NON SLIP P3 / R10
RETAINING
WALL
SUV TILE BATH 2 1200 1200 2710
200
950
LARGE SUV CH 2700
WINDOW
RETAINING
TILE
HI-LVL
WALL
90
RL 114550
390600
3 RL 114550
800
WINE STORE FR / FRZ
550
CH 1400 UNDER FFL 113.20 C4 C4 C4
6
TILE UP CH 3035 TO U/S JOIST OVER 7
250
A221 10
190
190 1500 190
10
FLOOR FINISH TBC 860 860 EXTENT OF NEW VERANDAH ROOF LINE
830
800 660
2200
HI-LVL
RL 114920
POOL PUMP &
10
RETAINING WINDOW FFL 112.92
1720
STORE STORE WALL FFL 112.92 5 4
RETAINING
HOT WATER UNIT
1380
810 CH 3150 WALL A/C UNITS RL 114920 CONCRETE FINISH
BOX
LIFT
CH RAKING 700 RL 114550 TOP OF WALL
190
CONCRETE FINISH
700
TILE TILE CONCRETE PAD P3 / R10 RL 116135 CONFIRM ON SITE A221 A223
EXTENT OF EXISTING DECK TP1 NON SLIP P3 / R10 TP1
190
190 1285 190
113
SCe 600 STORE SCe SCe SCe SCe SCe SCe SCe
2540
SCe
1635 935 1838 935 1195 615 935
000
400 885
CH 3150
TILE
810
LIFT RETAINING
PROVIDE SPOON DRAIN AT BASE
EXTENT OF A/C UNITS
SCREENING 50% CLEAR
HW PLANTER
FINAL SIZE TBC 3
1960
OF RETAINING WALL FALL TO OPENING. 900MM HIGH MIN.
WALL
DRAINS, PVC PIPE TO DRAIN SHOWN DASHED 190 1150 90 6970 200 190 CONCRETE FINISH
PLANTER
UNDER SLAB TO WESTERN SIDE 10 NEW CONCRETE SLAB UNDER NON SLIP P3 / R10 A223
AND TO DAM
SCe SCe SCe
PLANTER
50 POOL DECK FOR EXISTING
OVER
RETAINING 250 4140 2370 360 1060 290 UNDER DECK WATER See the original
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