Original source · versioned page text
Attachment I - Updated Engineering Report & SWMP
Very large file: it may take a few minutes
The original of this document is very large (18.4 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Original PDF page 28, section 3. The text section number identifies this passage in the reader.
5.30
\
Pump Room
Fire Hydrant
\
WITH THE MANHOLE SETOUT DATA PROVIDED ON THESE DRAWINGS. REFER STRUCTURAL
\
\
RL 5.70
\
UNISEX PWD DWGS FOR DETAILS
\
\
RL 4.60
\
AMENITIES
\
\
\
\
\
BLOCKWORK RETAINING WALL
\
\
LEGEND:
\
REFER STRUCTURAL DWGS
\
\
Datum 3.50
\
FOR DETAILS
\
>
FINISHED SURFACE CONTOURS
\
\
>
\
SECTION B
\
4
|
\
|
>
| |
EXISTING SURFACE CONTOURS
\
| |
| | Brigade Booster
ENERGEX | |
1
>
2No. 600x900 GRATES
|
Pad Mount
SCALE: 1:50
|
| | | Cabinet
>
|
Transformer | |
| |
1500x900 INLET PIT
/
|
| | | | | | | | | | | | | | | | | | | | | | | | |
>
PROPOSED CONCRETE DRIVEWAY.
>
CARPARK BIO BASIN
>
>
>
S150 S150 S150 S150 S150 S150 S150 S150 S150 S150 S150 S150 S150 S150 S150 S150 S150 S150
RL 5.70 RL 5.60
CONNECTION TO EXISTING
PROPOSED CONCRETE FOOTPATH. RL 5.30
> > > > > > > > > >
ROAD GULLY PIT. REFER
LONGITUDINAL SECTION BLOCKWORK RETAINING WALL
RM
E/UG
RM
E/UG
RM
E/UG
RM
E/UG
RM
E/UG
RM
E/UG
RM
E/UG
RM
E/UG
RM
E/UG
RM
E/UG
RM E/UG RM E/UG RM E/UG
5 RM E/UG RM E/UG RM E/UG RM E/UG RM E/UG RM
REFER STRUCTURAL DWGS FOR
PROPOSED BIO BASIN 1 FOR DETAILS
DETAILS 0.082
E/UG
W100 W W W100 W W W100
W W W100
W W W W100 W W W100 W W W100
W W W W W W W W W
T T T T T T T T
Datum 4.00
T
PROPOSED DRAINAGE NETWORK
T T T T T T T T
TRAFFICABLE
T T T
6
E/OH E/OH
TRENCH GRATE
E/OH E/OH E/OH E/OH E/OH E/OH E/OH
1 SECTION A 450Ø OUTLET PIPE
E/UG
E/OH E/OH E/OH E/OH E/OH E/OH E/OH E/OH E/OH E/OH
W100 PROPOSED 100Ø WATER MAIN
CLASS D SCALE: 1:50 375Ø INLET PIPE
D EXISTING STORMWATER DRAINAGE
S150 EXISTING SEWER MAIN BLOCKWORK RETAINING WALL
E/UG
REFER STRUCTURAL DWGS SHEET PILE TO
RM EXISTING SEWER RISING MAIN
FOR DETAILS MANUFACTURERS
EXISTING WATER MAIN 0 2 4 6 8 10 Meters DETAILS
0 1 2 3 4 5 Meters
PLAN
SCALE 1:100 (A1), 1:200 (A3) SCALE 1:50 (A1), 1:100 (A3)
SCALE 1:100 (A1), 1:200 (A3)
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
PURPOSES.
SWT PROJECT: DRAWING TITLE:
ALTA PROJECTS
Drawn: SWT
A.B.N. 611355330 STORMWATER LAYOUT PLAN
FOR APPROVAL Date: DEC 2017 26 Memorial Avenue, Cotton Tree PROPOSED COMMERCIAL DEVELOPMENT
E 25/05/2021 ISSUE FOR APPROVAL S.T. S.R.
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
D
C
04/05/2021
28/01/2021
ISSUE FOR APPROVAL
ISSUE FOR APPROVAL
S.T.
S.T.
S.R.
S.R. Checked:. . . . . . . . . . .
Tel (07) 5475 4125 Fax (07) 5479 1607 at 30-32 DOONELLA STREET, TEWANTIN QLD DRAWING No:
A6035/21/D01 E 1 of 3
B 27/01/2021 ISSUE FOR APPROVAL S.T. S.R. STEPHEN ROBERTS
Email: [email protected]
A
1
21/01/2021
18/01/2021
ISSUE FOR APPROVAL
CO-ORDINATION ISSUE
S.T.
S.T.
S.R.
SR
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for DONNELLA STREET PTY LTD
REV DATE DESCRIPTION BY CHKD RPEQ - 7665 A1 SHEET SIZE FILENAME : A6035 - D01 STORMWATER LAYOUT PLAN.dwg - DATE : 25/5/21 - 12:31pm - XREF's: X-Base; X-Survey; H-Approved-SR; H-Checked-SR Council Ref: ...................
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
Very large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.