Original source · versioned page text
RFI - Att 2 - Civil Eng Plans
Plans and drawings: the text below has words only, no drawings.
Original PDF page 5, section 2. The text section number identifies this passage in the reader.
19.2
+ FSL 20.45
19.6
19
19.8
+ FSL 20.25
20.2
PIPES IN ACCORDANCE WITH
20
20.4
E(OH)
TW 21.70 + 21.48
+ H0.30
+ H0.20
+ H0.35
+ H1.30
20.6
+ H1.0
+ H0.8
+ H0.40
+ H0.10
20.8
W
21.50 + + FSL 20.40 Ø100 uPVC SN8 IPWEAQ STD DRG RS-081
21
21
21
S
.2
S
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-01-220826.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 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 2
a PO Box 988 Maroochydore 4558 p 0404 157 187 Ingeniir Pty Ltd FOR APPROVAL DATE 26-08-22
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