Council archive · source document
SCG 29106-C Issue 1 12.08.2020 · OPW20/0134
Se
44.60 Gutter LL we
:3 r M
7.
90 /H
43.50
41
43.69
44
3
40
42
44.83 43.20
4 3837.82
39
44.43 Bl 41.40 40.65 40.92
40.52 40.21 38.85 38.19
oo .47
Retaining Wall
dw Fig43 9
42.5 42.37 41.88 41.52 41.11 40.52 404.3 7 39.81
0 .30 40.23
Timber
39.19
37.53
o od IO Ex Sc
42.82 41.89 40.89 40 .48 40 .2 0 ot 38.91
41.86 41.52 41.41 2 4 0 .6 4 40.30 ic Sc
ru
b 38.15 37.75
41 .1 40.37 5
41.90 40.2 ru
Retaining Wall
42.47 b 38.38 Pump
38.05
37.61
42.25 Shed
Block
43.45 41.88 38.40 37.72
38.41
39.04
40.2240.20 38.42
.86 41.86 38.43 38.52 37.68
Se 41 38.84 38.52
42.0 8 p
44.13 42.66 Ta tic 39.32 38.59 38.51
Steps
n k
43.20 38.45 37.60
42.28 41.85 40.07 39.03
44.33 39.37
39.19
39.99 38.63 38.52 38.54
41.73
Steps
41.05 40.01 39.78 38.46
Two Storey Rendered
41.78 39.91
BOWMAN
41.70
TERRACE
41.02 38.46 38.52
& Timber House
41.66 39.74 Po
Deck
FFL:40.79
43.20 42.4
3 41.77 40.86 39.82
ol
38.39 38.43
38.52
43.32 43.22 39.22 Pa
lm 38.52
37.53
FFL:43.25
39.55
38.99 37.43
44
43.87 Pa 38.13
43.70 lm 38.36 38.38
43.93 46.20 Roof 39.05 38.33
39.43 38.04 38.36
38.79 37.35
39.71 3 7.99 37.9 1
Carport
46.49 Roof
39.21 38.51 38.55 37.72
SmClum
all p 38.53 38.52 37.17
43.22 Bo of
40.89 39.89 S x 37.59 37.48
43.23 cr 39.20 38.32 IO 37.7
2
42.32 41.64 40.83 39.84 ub
43.50
37.12
BM 38.89
RL : S 43.54 42.81 42.29
43.20 38.89 38.60 37.93 Timber Retaining Wall
: 4 rec
3. w
42
41.52 41 40.83
40 39
36.71
43
37.46
38
73 in
Bi 43.43
tu
m
en
45.91 Roof
45.28 Roof
from Unitywater Records.
44.84 Gutter
46.45 Roof
. . .
Revision Description Date
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title: EXISTING SURVEY
Project 12 Bowman Tce
Sunshine Beach
Date: Aug 2020 Drawn: TH Design: TH
Checked: Drg No.
29106 - C1 .
R
[OCR of page images]
DRAWING SIZE - A2
HEIGHT DATUM
LOT 738 ON RP 48111
Level Datum AHD YY;
Level Origin PM19114, RL 60.135m
Survey information provided by MAX y
WATTERSON & ASSOCIATES.
LEGEND
_---77 INDICATES EXISTING SURFACE CONTOURS
48.07 AND LEVELS TO AHD.
4180 EXISTING SURFACE SPOT LEVELS.
INDICATES EXISTING OVERHEAD
ELECTRICITY SUPPLY LINE
INDICATES EXISTING SEWER LINE
—_— w———_ INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
— sw/Ex ————_ INDICATES STORMWATER DRAIN EXISTING
AS NOTED
www.dialbeforeyoudig.com.au
SA DIAL 1100
BEFORE YOU DIG
>
“43.32 45.22
BOWMAN
TERRACE
KE
EX. SWPT EXISTING STORMWATER PIT
EX. SMH — EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN
K&C EXISTING KERB & CHANNEL
N.S.L. NATURAL SURFACE LEVEL
F.H. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL PILLAR
KERB EXISTING KERBING
RCEW REINFORCED CONCRETE END WALL
CONSTRUCTION NOTES
GENERAL:
1. DO NOT SCALE FROM THIS DRAWING.
2. ALL DIMENSIONS IN MILLIMETRES
3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE
ARCHITECTURAL DRAWINGS.
4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE
ENGINEER IMMEDIATELY.
5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING
SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL
ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH
THE ATTACHED CRITICAL DEPTH LINE DIAGRAM.
SITE PLAN — SITE SURVEY & EXISTING SERVICES
Scale 1: 200
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL
SERVICES ARE TO BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY
RESPONSIBLE FOR THE SERVICE
5 | Checked: Drg No.
ruunn———1_——_7™1:100 @ A2 _— | RPEQ 5835 29106 - C1
SV STOP VALVE
l 44.0U Gutter \
“Bs ty
> °DH 9
&
a a 2 40.21 8.85 49
5 : 38. 8.
Q BAT 49 5982.37 48 a1 * %9 81 * x
“ha, 8 SY [email protected] * 39.19
Cog X12 82 3\s AW 6.30 40.20 Sop x 438.91
Xs” 02 %
J Far AK 40.
s
2983.45 3 g 42.2
42.66 M2. [email protected] SY a 3X
42.28 8 40.07
99
x x 39.
( ",08 40.01 69.18
4A.78 TOT oo = 39.91
* b % © 69.74
34 {6px n n O ,
432044249 44.77 (d.86 3! S Bt o 39.82
x se Ss) *
7m s ww 5
a [email protected]
ye 3 8
oo 5 2
46.20 Roof nN ® 3 39.43 439.05
5 9.71 *
Carport 5 3 02"
o
a 3
W322 40.89 2 39.20 7 98.32 37.59 37.48 37.72
XK 64 S K C a Ky: . t .
0.83 on oe
Sé A! 4 39.84 % 38:89
© —x x 428.89 38.60 37.93 . Timber Retaining Wall
as? a 37.46 36
.x%
Revision | Description
Date
issue: FOR APPROVAL
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
‘ABN 40 098 481 899
aw Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
Title: EXISTING SURVEY
Project 12 Bowman Tce
Sunshine Beach
Date: Aug 2020 Drawn: TH
fp
Design: TH
a} S Richardson
Rev.
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Page 2
44
43
42
W
M
IO
73
53 8
1m
²
BOWMAN
TERRACE
44
41
42 40
43
A
44.84 Gutter
B
C
D
Garage
E
. . .
Revision Description Date
Issue:
F
G Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title: DRIVEWAY & ACCESS PLAN
Project 12 Bowman Tce
Sunshine Beach
Date: Aug 2020 Drawn: TH Design: TH
Checked: Drg No.
29106 - C2.1 .
R
Page 3
Revision Description Date
. . .
. . .
. . .
. . .
Revision Description Date
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title: DRIVEWAY LONG SECTION AND
DETAILS
Project 12 Bowman Tce
Sunshine Beach
Date: Aug 2020 Drawn: TH Design: TH
Checked: Drg No.
29106 - C2.2 .
R
Used in these records
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