Original source · versioned page text
Revised Architecturals ISSUE 5 - received 10.03.21
Original PDF page 3, section 3. The text section number identifies this passage in the reader.
156.00
156.34
155.33 155.86
6
130°58'45"
64.6
155.11
1
155.38
155.38
155.42
7
155
.25
155.42
Top Of Bank
4
155 155.46
5
.07
155
155.45
.00
154
155.32
.97
15
N
Fou e
5.2 TB
Stak
155.38
nd
88 M 1
155.47
AH il in
155
Na
D RL Du
.11
Fou e
Stak
155.39 155.50
nd
/ mmpy
La
155
125°28'45"
92°08'40"
34.79
.50
30.5
155.
208,231
00
wn
to omp
61.75
117.29
265 .315
Grav
06°13'20"
ville
196
°29
190,925
el Drive
D.P D.P YARD
'
GULLY
DP DP to omp
way
155.17
(173.07)
155.49
Ro
22°02'55"
D.P
DP
ad
49,464
155.40
155.47
155.07
to omp D.P
155.46
155.38
DP YARD
GULLY
PROPOSED RESIDENCE DP
NOM.SLAB HT RL = 155.760
114°24'30"
D.P
31.312
DP BUILDING PAD RL= 155.450
D.P
5
SITE SCRAPE
1
155.45
Fou e
155.2
Stak
155.48
nd
3
DP DP DP DP 73.545
D.P
157
D.P D.P D.P D.P 00°54'10"
.78
155.28
155.44
La
D.P
DP
155.39
155.42
.75
155.34
DRIVEWAY & PATH
wn
157 YARD
GULLY
(brushed/broom finish
Fou e
157
Stak
grey concrete)
nd
.73
ville
81°39'1
13.5 5"
32.4 m2
157
.20 DP
.50
D.P
155.45
Ro
157 YARD
GULLY
ad
155.51
155.62
67,530
5
to omp
7.2
3
15
157
Gra
156.1
.11
155.28
vel
2
Are
155.45
a
Gra 155.73 155.44
vel
157.00
Driv 155.46
ewa
y 155.50
156.75
156
155.74
.65
155.60
156
.50
156.
2
15
156
156.34 5.7
25
5
.00
155.86
6
'45"
130°58
64.6
1
7
125°28'45"
92°0
34.7 "
30.5
8'40
9
61.75
9
117.2
'20"
06°13
(173.07)
22°02'55"
114°24'30"
31.312
45
73.5 "
4'10
00°5
81°
13. 5"
39'1
5
NOTES PLAN LEGEND CLIENT:
PLEASE READ CAREFULLY
10. Protection against subterranean termites shall be in accordance with AS
THIS PLAN CERTIFIED CORRECT IS THE ONE REFERRED TO IN THE
G. LEWIS & S. PASSEY
1. Written dimensions take precedence over scale. 3660-Pt 1 2001. Provided treatment: Visual Barrier System to perimeter with afl = above floor level ref = refrigerator prov. CONTRACT & SPECIFICATIONS AND I UNDERSTAND CHANGES
2. Builder to verify all dimensions and levels prior to commencement of construction. approved collars/barriers at slab penetrations. hd = head at 2100 afl. mw = microwave prov. HEREAFTER MAY NOT BE POSSIBLE. THESE PLANS SUPERCEDE See the original
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