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Traffic Report_ Part 1 · MCU18/0019
Attached to the e-mail Multiple Housing Type 3 - Retirement & Special Needs (Aged Care Facility (Traffic Report Part 1) - MCU18/0019.
Original PDF page 15, section 1. The text section number identifies this passage in the reader.
i n f o @ e l e v a t i o n a r c h i t e c t u r e . c o m . a u
GOODCHAP STREET
6.33
P
SW
10.02
10.02
10.02
10.02
A45
A40
A43
A44
6.35
09.01
Basement Area 3,184.2 m2 EAST
116,680
0"
0'
680142°
116
0"
0'
680142°
116
142° 00' 00"
6.0
"
0' 0
7.0 7.5
00
° 0 69
6.5
0"
0'
69097°
5
0"
0'
69097°
5
97 5,
SETBACK
5.5
6,000
3,110
P 4.89
●
VAL CRESCENT
AC PLANT MSB FIRE (as required)
6,000
SW
3,000
w w w . e l e v a t i o n a r c h i t e c t u r e .c o m . a u
SETBACK SETBACK
A42 A42
10.01 10.01
9,200
83
LL WP
4.
S
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33
7.0
232° 00' 00"
30,175
CARPARK AREA
5.0 1,581.1 m2
0"
0'
175232°
30
0"
0'
175232°
30
EXISTING RESIDENT
CROSSOVER 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34
FIRE STAIR
+4,372 +4,072 +3,207 1
2
3
15
14
4 13
A39 +3,000 5 12 A39
0"
0'
25052°
35
0"
0'
25052°
35
10.01
6
7
11
10
9
LIFT LIFT 10.01
6m @ 1:20 10m @ 1:11.1 5.59m @ 1:27
NORTH
09.01
BULK PAD MED ARCHIVE BATTERY
8
COMMS 5,150.8
STORE STORE STORE STORE
6.5
CLEANER
30
LL H
6.
Plotted from Unitywater Records
M
+3,000
SOUTH
09.01
EXISTING TREE ON HOT WATER SYSTEM PUMP ROOM
COUNCIL LAND 4.5 LAUNDRY KITCHEN
+3,000
52° 00' 00"
35,250
OFFICE
TREE PROTECTION ZONE OFFICE 6.0
(12.5m DIA) FOR EXISTING GUM DETENTION TANK
TREE MAINTENANCE FURNITURE STORE
BIN STORE
CHUTE 5.5
OFFICE
PROPOSED NEW STORMWATER
INFRASTRUCTURE AS PER
OFFICE
A41 ENGINEER'S DRAWINGS A41
EXISTING RESIDENT 10.01 OFFICE 10.01
CROSSOVER
PROPOSED SEWER LINE AS PER
ENGINEER'S DRAWINGS
●
4.0 STORE STAFF LOCKERS STAFF ROOM
14
7, 5' 0
233° 25' 15"
°4
96 0
5.0
f 0 7 3 8 5 2 2 0 8 2
26,618
0 "
0"
45'
96014°
7
0"
45'
96014°
7
CUT/FILL FOR GROUND FLOOR TERRACE ABOVE
15"
25'
618233°
26
15"
25'
618233°
26
4.5 6.0
4.0 PROPOSED SEWER EASEMENT AS
19,973.8
2,000
PER ENGINEER'S DRAWINGS
3.23
44
337° ,496
ACK
CP
SETB 00
3.29
Ø R .60 30' 0
6,0
300 0"
IL 2 IL 4.33
Gr WP
e
5.5
3,555
at
S
0"
30'
496337°
44
0"
30'
496337°
44
38
LL WP
3.
S
5.0
73
.36
LL H
9,705.8
4. H
4.
6
M
M
54
3.45 3.3
3.43
IL 3.58
6 3
IL 2.56 IL 3.56
SETBACK
LL
IL 2.56
6,000
2.6
00
13,1 307"
IL 2.49
IL
p 0 7 3 2 5 1 6 9 0 0
19,817
P
3 7'
0
RC
329° 45'
307°
0"
0'
100307°
13
00"
0"
45'
817329°
19
0"
45'
817329°
19
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