Swept B99-MRV
Swept B99-MRV
A A A A A A A
247 m² 187 m² 187 m² 187 m² 188 m² 188 m² 188 m²
RL 50.90 RL 50.90 RL 50.60 RL 50.60 RL 50.40 RL 50.40 RL 50.10
RL 50.00
13 14 15 16 17 18 19 20
B B B B B B B B
217 m² 188 m² 188 m² 188 m² 188 m² 188 m² 188 m² 188 m²
RL 49.80 RL 49.80 RL 49.50 RL 49.50 RL 49.30 RL 49.30 RL 49.00 RL 49.00
8.8 m
RL 49.30
12
RL 49.50
B
77 m²
xit
RL 49.10
y/e
RL 50.00
ENTRY 2 BUILDING
entr
RL 49.95
RL 49.20 B01 B20 V07
LANDSCAPING
sub
station
AUTOMATIC ENTRY waiting lane
EXIT
CARWASH CAR
102
.382 PARKING
210m2
TO FUTURE
R33
LANDSCAPING
RL 47.85 DETAILS APPROVED PARKING
V0
xit
B COLB
90.0 ADBL 1UHFD DP
RL 47.86 X
y/e
HOSE DISP
00 finishing lane 1
FILL
BOX
PRO
AN
Pit
ED
P
ICA
1 HOSE DISP
PAR UHFD
DP
COL
B B
R26
UB D DED
75.0
3000
I
DIV
50
39
R25
R32
DS
8'
E
LOADING BAY
° 3
10294
RO TUR
FUEL VENTS
.17
327
LANDSCAPING
PO
111
O P FU
PRO
POS
R19
R T SED
17
T6
ED
SWEPT PATH ANALYSIS 8TWO VEHICLES
PAR PASSING EACH OTHER ENTRY AND EXIT 01
RAINWATER TANKS,
REFER ENG. DRAWINGS
x 8 HOSE FUEL
R18
60.0
RE OPO
T5
DISPENSER
ING COL
13280'7" 8'
T3
0
COL
T4
.52
pedestrian path
T4
PR
312.6776
FE
CAR PARKING
20932
PULP95 PULP98 T/W
Pit
L=7
LANDSCAPING
°
TD
SERVICE
8 HOSE FUEL
R11
N
Engineers F: +61 2 9748 1290/8065 9690
A For RFI REPLY K.V. K.V. 09-11-23 WITHOUT THE WRITTEN EMAIL: info@Lceng.com.au www.Lceng.com.au
as date of CONSENT AUTHORITY:
CONSENT OF THE COMPANY COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED WHOLLY NERMEIN LOKA T01 B
issue OR IN PART WITHOUT WRITTEN PERMISSION OF LOKA CONSULTING ENGINEERS THE HILLS SHIRE COUNCIL
44
RL 46.90
00
1:28 0
1:1
6
D123
D94 RL 43.63
1:16
loading recycle bins nbn D 38 39 00
0
zone 118 m² D D D
259 m² 101 m² 113 m² RL 43.00
35 36
D
207 m²
1 2 42 41 40 RL 43.00
entry to
D D D 42000 carpark
132 m² 92 m² below
103 m²
V34
V20
RL 46.90
BUILDING D
1515.000
D93
1530.000
1545.000 D85
RL 46.90 35
1560.000
15 75
19
1590.0
.
10
0
216° 08' 10" 12
00
37.965 18
16
21
S
00
ENTRY 1
A
219° 27' 15
G
"
.
22
16
1
57.950
6
0
2
0
6
RL 42.40
.
0
4
RL 42.40
163
00
89
left in / left
out
5
8.8 m
.
RL 42.90
00
165
0
L=209.9
53m
0 .
R=637.3
0
50m
16
0
65 .00
L=207.5
32m
0
R=630.0
00m
= - 6 2 1 .450m
R
691m
L=224.
SWEPT PATH ANALYSIS TWO VEHICLES PASSING EACH OTHER ENTRY AND EXIT 02
SCALE 1:200
N
Engineers F: +61 2 9748 1290/8065 9690
A For RFI REPLY K.V. K.V. 09-11-23 WITHOUT THE WRITTEN EMAIL: info@Lceng.com.au www.Lceng.com.au
as date of CONSENT AUTHORITY:
CONSENT OF THE COMPANY COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED WHOLLY NERMEIN LOKA T02 B
issue OR IN PART WITHOUT WRITTEN PERMISSION OF LOKA CONSULTING ENGINEERS THE HILLS SHIRE COUNCIL