Original source · versioned page text
221304-OPW-01-230327
Original PDF page 5, section 2. The text section number identifies this passage in the reader.
SW 18.95
.4
21.41 SW SW SW SW SW SW SW
20.42 SW SW SW SW
20.05 19.86 SW
19.11
20.19 +
20.74 +
20.74 +
20.57 +
20.40 +
E(OH)
20.74
20.20 +
20.00 +
19.85 +
Nail in Kerb
1 2 3 MAX SITE DISCHARGE
W
18.98
PROPOSED POOL SURFACE WATER ONLY TO 3 3
3
S
S
REAR DRAINAGE LINE
18.97 5L/S AT 5% AEP
(BY OTHERS) PROPOSED POOL 19.12
E(OH)
PER KERB ADAPTER
PROPOSED STORMWATER AND SITE LEVEL LAYOUT (BY OTHERS)
125x75x3 RHS GALV RHS
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)
PROPOSED STORMWATER AND SITE LEVEL 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 C05 3
a PO Box 988 Maroochydore 4558 p 0404 157 187 Ingeniir Pty Ltd FOR APPROVAL DATE 27-03-24
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