Original source · versioned page text
221304-OPW-01-230327
Original PDF page 3, section 1. The text section number identifies this passage in the reader.
LEGEND
N MARK DESCRIPTION
EXISTING BUILDING
EXISTING CONCRETE
EXISTING STORMWATER SURFACE
FLOW
EXISTING BOUNDARY
EXISTING COMMUNICATIONS
W EXISTING WATER MAIN
S EXISTING GRAVITY SEWER
SW EXISTING STORMWATER PIPE
E(OH) EXISTING OVERHEAD POWER
EXISTING UNDERGROUND POWER
+ 23.750 EXISTING SURFACE LEVEL
EXISTING OVERHEAD
POWER
E(OH)
) H
E(O
) H
E(OH)
E(O
W
18.78
EXISTING SEWER MAIN
EXISTING WATER METER H) E(OH)
E(OH)
E(OH)
E(O
TO BE RELOCATED E(OH)
) H E(OH) E(OH)
E(O
E(OH) E(OH)
TELE PIT E(OH)
E(OH) E(OH)
W
)
19.42 H
S
E(O
H)
(OH) E(OH)
S S
21.16 20.78 E(EO S
S S 19.04 18.81
S S 20.43 S
19.2E(OH)
S 20.44 20.00 19.64
19
19.6
21.17 19.60 SCREW
19.
S 20.56
19.8
S S 20.55 19.39
21.43 21.21 21.19 S S 20. 25.57 20. SEWER MANHOLE S
4
20
23.84 S S 4 Top 2
S of Gutter
20.6
S
S
20.8
S S
21
21.2
W
Top of Gutter S
21.4
20.42 S S S
S
20.45 20.36 S S
S
23.82 S
23.23
Top of Gutter
S S
19.04
20.35 19.41
21.24 21.17 Top of Awning 20.49
20.40 20.27 SEWER MANHOLE
21.12 21.10 21.31 19.48
E(OH)
20.54
Deck Level
20.49 18.86
W
21.41 20.28 SW Kerb Outlet
20.18
S
21.40
S
24.65 FLOOR LEVEL 20.56
Apex 24.63 20.55
E(OH)
21.27 EXISTING KERB
CORAL TREE AVENUE
23.90 Apex 20.60 20.59 19.49
20.16 20.13
Apex 19.46 ADAPTER
W
23.24 19.78 19.77
S
20.10 19.40
S
Top of Awning 18.85
21.32
E(OH)
21.52
21.14 21.12 23.83
20.46 20.10 19.80
21.17 21.16 Top of Gutter 21.16 20.06
W
21.16 20.60
21.19 21.16 20.59 20.08
S
S
E(OH)
21.18 20.62
EXISTING CONCRETE
20.58 20.60 19.40
21.19 20.59 20.60 20.60 20.63 TO BE REMOVED
21.36 20.06 20.03 19.83 19.72
W
25.60 19.74
21.14 20.60
E(OH)
20.60
S
Top of Gutter
S
GARAGE FLOOR LEVEL 19.70 19.49
21.48 20.48 19.58
21.14 19.04
26.68 20.56 18.90
20.06 19.99 19.65
21.17 21.11 Apex 19.15
W
23.25
E(OH)
25.69
Deck Level 19.34
S
19.91
S
20.60 Top of Gutter 19.73
21.11
20.69
21.11 19.64
FLOOR LEVEL
20.58 20.16 20.01 19.77 19.74 19.71 19.49 EXISTING DRIVEWAY
E(OH)
25.61
W
Top of Gutter 20.59
20.08 AND CROSSOVER TO
S
S
20.60 20.59 20.58 20.56
20.57
20.58 BE REMOVED
20.61 20.77 20.99 20.57 20.11
19.2
19.4
19.6
20.58
19
20.45
19.8
20.2
20
20.4
E(OH)
21.48
20.6
22.85 20.73 25.69 20.04
20.8
20.57 19.77
W
21.19
21
21.19 20.74 20.74 Top of Gutter
21
20.74 22.78
21
22.81
S
.2
20.56
S
18.95
.4
21.41 Top of Awning Top of Awning 20.57 20.56 20.42 19.75
20.34 20.07 20.05 19.86 19.33
19.08 19.11
E(OH)
20.74 Nail in Kerb
21.19 20.97 20.99 20.74
W
18.98
S
S
18.97
19.12
E(OH)
19.15
Letterbox
W
EXISTING SITE LAYOUT
SCALE 1:150 @ A3
221304-OPW-01-230327.DWG
SCALE APPROVAL ISSUE DATE DESCRIPTION BY CHKD DRAWING DETAILS PROJECT NUMBER
PROJECT CLIENT 1 19-05-22 FOR APPROVAL DTB DK
PROPOSED DUPLEX KUMAR MAHADEVAN 0 1.5 3.0 4.5 6.0 7.5m
.................
2 26-08-22 RFI RESPONSE UPDATES
3 27-03-24 AS-CONSTRUCTED FOR MINOR CHANGE
DK
DK
DK
DK
DATUM
DESIGN
AHD
DK
221304
23 CORAL TREE AVENUE NOOSA HEADS
DANIEL KENNA DRAWN DK SHEET ISSUE
TITLE SCALE 1:150 A3 (RPEQ 15522)
EXISTING SITE LAYOUT PLAN
e [email protected] ABN 99 642 485 363 This drawing is not to be copied or amended without written permission from DRAWING STATUS DESIGN CHECK DK C03 3
a PO Box 988 Maroochydore 4558 p 0404 157 187 Ingeniir Pty Ltd FOR APPROVAL DATE 27-03-24
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
The download may take up to a minute.