Council archive · source document
1856-SW01_30_D Stormwater plans · OPW20/0145
Plans and drawings: the text below has words only, no drawings.
Very large file (10.9 MB): may take a few minutes to open.
Original PDF page 25, section 1. The text section number identifies this passage in the reader.
1
NEW TREE PIT 10m2 10
NE
PROVIDE 1:5 TAPER BACK TO W
DN
B1 TYPE BARRIER KERB 60
SW
0
RC
P
P
RC
SW
5
37
5
N
LOT 16
D
NEW ROAD B 5
EW
4443m² NE
W
N
DN
W
PROVIDE 1:5 TAPER BACK TO 600
NEW HOFMANN DR
PS
RC
B1 TYPE BARRIER KERB G 25 PS
W
RC
SW
NEW D
75
N525 R
CP SW
3
DN
DEPRESS KERB INVERT BY
6
1 5
W
50mm TRANSITION TO KERB
NE
4 INVERT LEVEL AT BOTH ENDS
G2
5
SW2
DEPRESS KERB INVERT BY
50mm TRANSITION TO KERB SW PROVIDE TREE PITS 10m2 TO
P 1
INVERT LEVEL AT BOTH ENDS RC BOTH SIDE OF PROPOSED ROAD
5
N3
7
B IN ACCORDANCE WITH IPWEAQ
9 NEW HOFMANN DR
3 D
STANDARD DRAWING DS-077
2 W
PROVIDE TREE PITS 15m TO 2 NE
BOTH SIDE OF PROPOSED
ROAD B IN ACCORDANCE WITH NEW TREE PIT 5m2
IPWEAQ STANDARD DRAWING
DS-077
PROVIDE 1:5 TAPER BACK TO
G 25 B1 TYPE BARRIER KERB PROVIDE TREE PIT 5m2 IN
G2
LOT 14
5
SW 0
SW2
60 ACCORDANCE WITH IPWEAQ PROVIDE 1:5 TAPER BACK TO
4005m² DN 2 N
EW STANDARD DRAWING DS-077 B1 TYPE BARRIER KERB
2 D
N DEPRESS KERB INVERT BY
52
NEW TREE PIT 15m2 5
RC 50mm TRANSITION TO KERB
P INVERT LEVEL AT BOTH ENDS
SW
PROVIDE 1:5 TAPER BACK TO
B1 TYPE BARRIER KERB
NEW ROAD B
LOT 13
4117m²
STORMWATER TREE PIT - DETAIL PLAN
STORMWATER TREE PIT - DETAIL PLAN SCALE 1:250 (A3)
SCALE 1:250 (A3)
ROAD B
EXTENDED DETENTION WSL 4.28m
FILTER SURFACE LEVEL 4.08m
HOFMANN DRIVE
EXTENDED DETENTION WSL 4.40m
FILTER SURFACE LEVEL 4.20m
FOR HOFMANN DRIVE TREE PIT
FP RL4.64 (HOFMANN DRV)
LIP RL4.47 (HOFMANN DRV)
FP RL4.49 (ROAD B)
LIP RL4.35 (ROAD B)
2% 2.5% -3% 3% -3% 2.5% 1:-4
-2.5%
NEW ELECTRICAL NEW ELECTRICAL
NEW WATERMAIN (OD180)
0.2m EXTENDED DETENTION
NEW SEWER (DN150)
BASE TREE PIT RL3.26 (ROAD B)
BASE TREE PIT RL3.36 (HOFMANN DRV) TREE PIT KERB INLET REFER
TO DETAIL ON IPWEAQ DS-077
PROVIDE TREE PITS TO BOTH Datum 2
SIDE OF PROPOSED ROAD B IN Centreline R.L.4.493
DATUM RL2.00 ROAD B & HOFMANN DRIVE ACCORDANCE WITH IPWEAQ
STANDARD DRAWING DS-077
STORMWATER TREE PIT - SECTION G & G2 STORMWATER TREE PIT - SECTION G & G2
SCALE 1:10 (A3) SCALE 1:10 (A3)
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
A 13-09-19 FOR APPROVAL MM CL AT NOOSA CIVIC, WALTER HAY DRIVE
B 24-08-20 REVISED STORMWATER ALIGNMENT MM CL DATUM AHD SHEET: 25 OF 30
0 2.5 5 7.5 10 12.5m
FOR STOCKWELL PTY LTD
C
D
21-09-20
16/10/20
REVISED FOR NOOSA COUNCIL DRAFT CONDITIONS
REVISED AS PER COUNCIL RFI [29/09/20]
MM
MM
CL
CL
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
SCALE 1:250 A3 p 07 5443 8285 ABN 89 215 591 077
DESIGN CHECK (RPEQ 19358) e [email protected] w www.barlowshelley.com.au
TREE PIT LAYOUT & DETAIL PLAN SW25 D
CL
This drawing is not to be copied or amended without written permission from a PO Box 899, Maroochydore,4558 SHEET 1 OF 2 'ROAD B'
DATE 13-09-19 Barlow Shelley Consulting Engineers
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
1856-SW01_30_D Stormwater plans.pdfRelated documentApplication case desk ↗
About this file
- File size
- 10.9 MB (very large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.