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Approved Plans MCU22/0145.01 & OPW22/0212.01
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Original PDF page 18, section 1. The text section number identifies this passage in the reader.
LEGEND - PROPOSED:
ROAD CENTRELINE
DRIVEWAY OUTLINE
B99 Vert Clearance (2004)
22.80 FINISHED CONTOURS
F.L.22.90 FINISHED SURFACE LEVEL
I.P.12.257, 36.500
/
FL22.80
41.4
F.L.40.80 FILL GRADE LINE AND LEVEL
300
41.2
GROUND FLOOR FFL39.50
RETAINING WALL
/
BDY
.0
41
F.L.40.80
8
N
40.
F.L.41.08
BUILDING OUTLINE - SLAB ON GROUND
6
40 .
2700
F.L.39.50
/
4
F.L.40.10
40.
STORMWATER DRAINAGE LINE
B85 Ground Clearance (2004)
BASEMENT FFL36.50
.2
40
F.L.40.10
6.887, 37.220
/
8.387, 37.145
/
0
3.500, 36.881
1.500, 36.831
40.
F.L.39.50
11.507, 36.625
12.257, 36.531
13.007, 36.500
13.387, 36.500
GRATED DRAIN /
8
39.
CROSSOVER
/
/
6
39.
PROPOSED SEWER F.L.41.31 F.L.39.50 F.L.39.50
/
/
RE-ALIGNMENT /
VC 1.5
28064
EXISTING TELECOMMUNICATIONS
43109.
EXISTING 150Ø
R9
41.4
/
VC LENGTH OPTICAL FIBRE TO BE RELOCATED SEWER MAIN
RADIUS
GRADE 12.500% 2.500% 10.000% -5.000% -16.670% 0.000%
41.6
/
DATUM RL 29.0 F.L.39.50
36.764
41.8/
GROUND FLOOR FFL39.50
LIP LEVELS LHS F.L.41.67 BASEMENT FFL36.50 F.L.37.75
F.L.39.50
F.L.38.80 31.4
46
MATCHES EXISTING
36.524
F.L.37.50
LIP LEVELS RHS VERGE CROSSFALL
9
F.L.37.28
.23
F.L.37.60 F.L.37.50
24
S
28.9
F.L.38.80 7
378. 38.6
4
0.261
F.L.39.50 -23
0.000
0.693
0.777
1.235
2.160
2.954
3.502
CUT/FILL
2804
.4
F.L.41.33
41
.7% MATCH NEATLY TO
(Depth of) EXISTING PATH
37.2
F.L.38.57 F.L.36.03 26.
37.0
44
36.531
36.881
37.220
.2
37.145
36.644
36.500
36.500
36.831
DESIGN 3
36.8
41 F.L.36.15
F.L.37.70
36.6
LEVELS F.L.35.97
36.4
F.L.37.65
S
F.L.38.58 -3.
OR
36.2
F.L.36.50
.0
9%
DO
38.691
41
37.997
38.380
37.574
36.644
39.454
40.002
SS
37.092
EXISTING SURFACE -22
RE
EG
F.L.37.35 .3%
H
IT
W
LEVELS
TE
DRIVEWAY CONTROL LINE DW01
GA
G
.8
F.L.36.93
IN
36
40
ID
SL
.4
12.257
F.L.40.70
6.887
8.387
3.500
0.000
20.000
24.239
1.500
F.L.37.05
.6
40
.6
CHAINAGE
36
F.L.36.50
36
.8
.4
.6
S
36
40
.0
-2
.2
37
40
.0%
.0 -1
HC DATA 40 3789 37.2 F.L.36.75 0.5
.80264 F.L.37.75 %
9.8
3 16
.42
DRIVEWAY - DW01 F.L.39.50 F.L.37.29
37.2
2
.6
39
HOR. 1 : 100 F.L.37.38 F.L.36.71
F.L.39.00
VERT. 1 : 100 .4
37.0
39 F.L.39.17 -2. F.L.36.52
F.L.39.20 F.L.38.47 0%
F.L.37.02
12
S
F.L.38.45 .41
37.2
8
36.8
00
37.4
T
37F.L.36.95
37.6
0.0
F.L.39.00 F.L.38.50
EE
39
.2
37.8
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