Original source · versioned page text
A6643-21-P01 [-] Site Specific Stormwater Management Plan
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn PROPOSED NEW RESIDENCE
at 34 PLOVER ST, PEREGIAN BEACH QLD
for NICK AND KATIE JORSE
TOG12.90
2 Storey House
900sq TYPE D GALVANISED
E/OH
GRATE FIX WITH 2/M12 S/S
T
BOLTS.
TOG15.52
TOG15.50
RR16.66
11
P9313 RL (T.B.C.)
\\
\/// \ \/// \ \/// \ \/// \ \/// \ \/// \ \/// \ \/// \ \///
/ \ \/// \ \/// \ \/// \ \/// \ \/// \ \/// \ /\/
\ \ \ \ \ \ \ / \ /\// \ /\ // \ \/// \ \/// \ \/// \ \/// \ \/// \ \/// \ \/// \
\ \ \ \ \ \ \ \ \ \
/// \\ \/// \\ \/// \\ /\ // \\ /\// \\ /\// \\ /\// \\ /\// \\ \//
\\ \\ \\ \\ \\ \\ \\
\
\\ \\ \\ \\ \\ \\ \\ \\ \\
\
\\
\
ALL ROOFWATER DOWN PIPES TO
\
S
\
\\
\
CONNECT TO 150Ø STUB. REFER
\
E/OH
\
\\
1000
T
\
HYDRAULIC DWGS FOR DOWN 0
\
5 0 5
\
\\
9. .
0
9. 8 PIPE LOCATIONS 8
\
.
10.
10 . 5
900
12 . 0
\
\
\\
Pathway
\
REMOVABLE BIDIM A14 GEOFABRIC
300
11 . 0
\
EX. DRAINAGE
11. 5
IL6.09
\
\\
IL11.19 IL11.09 FILTER. WEIGHT WITH ROCK SPALLS.
\
Ø325
D D D D D D D D D D IL6.33
\
\
\\
\
300
SL:7.34
\
SL:11.25 S /// ///
\
EX. SEWER
\\
S S S IL6.14 \\ \\
\
S S S \\ \\
IL6.13
S
1.5m
S S S
\\
\\
MIN
\ \ \ \
\\
/// \\ \///
\\
/// \\ /\ //
270°00'
E/OH
300
\
X X X
\
T
\
\
33.561
\\
\
\
3.0m /// \\ \/// \\ \/// \\ \/// \\ \/// \\ \/// \\ \/// \\ \/// \\ \/// \\ \///
\
\ \ \ \ \ \ \ \ \ \\
\
D
\ \ \ \ \ \ \ \ \
\\
S
UnspecifiedMIN
Conduit.
X
CLEAN COARSE SAND FILTER
Assumed Sewer
Street
75mm BASALT ROCKSPALLS
House Connection 900x900 GRATED INLET PIT. WRAPPED IN BIDIM A14
S
GEOFABRIC
1.0m DEEP INFILTRATION PIT
E/OH
X
T
TYPICAL
BOUNDARY
A RL12.44
PROPERTY
RL12.36 RL12.11 RL11.45 INFILTRATION PIT
S
- RL12.19 RL11.15 10
X
FFL11.20
EOB
P9313
\ \\\\
21 3.5m VERGE
PROPERTY BOUNDARY 182°13'20"
182°13'20"
DRIVEWAY GARAGE
AP22965
15.083
15.083
(REFER RS-049) 1.5m 1.5m
PROPERTY
Plover
PROPOSED RESIDENTIAL
E/OH
2.5m
X
1in20 1in6
T
DRIVEWAY CROSSOVER AS 1in4
\\\\\
rollover
BDY
PER IPWEA STD DGW RS-049 max (1.5 min)
S
RL12.44 RL12.36
RL12.19 RL12.11
X
506m²
B85Vehicle(Realistcminradius)(20 4)
RL11.45
EX. OVERHEAD
RL11.15 FFL11.20
8.0
EX. TELSTRA
ELECTRICAL
PROPOSED RESIDENTIAL
E/OH
X
T
DRIVEWAY CROSSOVER AS
PER IPWEA STD DGW RS-049
S
T
DRIVEWAY SECTION -A
X
E/OH
E/OH SCALE 1:100 A1, 1:200 A3
E/OH
90°00' X X X
33.561
Benchmark
T SILT FENCE BY LENGTH AS REQUIRED
Screw in Opposite Kerb SEDIMENT FENCE
11 . 5
RL12.42
MAX.
11.0
PROPOSED SILT FENCE Unspecified GEOFABRICS
700
T
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalSearchable page text hides email addresses. Original files are unchanged and may show email addresses.
Full text of the other 1 section
Section 2
S
BY GEOFABRICS
9.5
12 . 0
10 . 0
Conduit.
9. 0
REFER DETAIL BELOW
10 . 5
8. 5
Assumed Sewer
12 . 5
12 . 5
E/OH
House Connection
9 N.S.L. N.S.L.
P9313 N.S.L.
200 MIN
200 MIN
POSTS AT 3m CENTRES WITH WIRE
T
SECTION MESH BACKING or 2m WITHOUT. ALL
POSTS DRIVEN 600mm INTO GROUND.
E/OH
PERIMETER SILT FENCE
SCALE 1:50
NOTE: LAYOUT PLAN SEDIMENT FENCES SHALL BE CONSTRUCTED WITH
ALL SURFACE STORMWATER FROM LOT 10 SHALL BE DIRECTED SCALE 1:100 A1, 1:200 A3 RETURNS AT INTERVALS IN ACCORDANCE WITH
RP DESCRIPTION TO THE STORMWATER INFILTRATION PIT. NO DISCHARGE IS
NOTES:
"IECA BEST PRACTICE EROSION CONTROL MANUAL".
1. FOR DOWN PIPE LOCATIONS REFER HYDRAULIC DRAWINGS.
PERMITTED TO ADJOINING ALLOTMENTS. DETAIL DESIGN OF THE
2. FOR LOCATION OF TURF AND PLANTING DETAILS REFER
Lot 10 on P9313 STORMWATER SYSTEM SHALL BE UNDERTAKEN BY REGISTERED
LANDSCAPE DRAWINGS.
0 2 4 6 8 10 Meters
PLUMBER / HYDRAULIC CONSULTANT.
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.
PBL PROJECT: DRAWING TITLE:
ALTA PROJECTS
Drawn: PBL
A.B.N. 611355330 SITE SPECIFIC STORMWATER MANAGEMENT PLAN
PRELIMINARY Date: AUG 2021 26 Memorial Avenue, Cotton Tree PROPOSED NEW RESIDENCE
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked:. . . M.B.
Tel (07) 5475 4125 Fax (07) 5479 1607 at 34 PLOVER ST, PEREGIAN BEACH QLD DRAWING No:
A6643/21/P01 1 of 1
........ Email: [email protected]
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for NICK AND KATIE JORSE
REV DATE DESCRIPTION BY CHKD RPEQ - 8750 A1 SHEET SIZE FILENAME : A6643-21-P01.dwg - DATE : 24/8/21 - 4:19pm - XREF's: X-Base; X-Survey; X-ARCH Council Ref: