Council archive · source document
2014022_71_SeaviewTce_SWMP-revC_full · OPW16/0021
From the archive OPW16/0021- Response - Civil Plans. File date in the archive: 2016-05-16 04:05.
Very large file (14.5 MB): the original may take a few minutes to open or download. The page text below is quick to read.
Ø100 uPVC SLOTTED INFILTRATION PIPES
WITH 150mm OF COVER IN 10mm FREE
DRAINING GRAVEL. Ø100 uPVC SLOTTED INFILTRATION Ø150 INLET PIPE FROM GRASSED AND
BIORETENTION AREA.
PIPES WITH 150mm OF COVER IN T.W.L. 34.30 POOL AREA. REFER TO DESIGN
10mm FREE DRAINING GRAVEL. B.W.L. 34.00 PREPARED BY FLOTH, DRAWING SET
STORAGE = 3.6m³ 15252-H-02-002 TO 005 ISSUE C FOR
FURTHER INFORMATION.
Ø100 VERTICAL LOW FLOW OUTLET PIPE.
ON SITE DETENTION. TOP OF VERTICAL PIPE AT RL 34.30
*
SERVICE STRUCTURE. T.W.L. 49.20 TOP WALL AT RL 49.30
RL 49.50 B.W.L. 48.50 BIORETENTION AREA.
STORAGE = 7.0m³ RV1 RIP RAP ROCK PROTECTION. USE
HATCHED AREA
*
DENOTES 5m² OF
RV1
300
Ø225 400-500mm GRANITE BOULDERS TO FORM 400mm DEEP FILTER
uPVC SPILLWAY ANTI-SCOUR PROTECTION. RT T.W.L. 34.30
P IPE T MEDIA FOR
*
O OS Ø100 VERTICAL LOW FLOW OUTLET PIPE.
D TOP B.W.L. 34.00 BIORETENTION. USE
W ALL A TOP OF VERTICAL PIPE AT RL 34.30
T RL LOAMY SAND AS PER
1.0m WIDE WIER AT RL 49.20 35.00 IPWEA STANDARD
*
DRAWING WSUD-003.
*
RV1 Ø100 uPVC DISCHARGE PIPE ONTO
RV1
300mm DEEP OF
TOP WALL AT RL 49.30 ROCKS WITH FROG FLAP. 10mm FREE DRAINING
GRAVEL AS PER
*
IPWEA STANDARD
FILTER CLOTH AS PER IPWEA DRAWING WSUD-003.
STANDARD DRAWING
*
Ø150 OVERFLOW PIPE FROM WSUD-003.
RV1 TOP
WALL
STORMWATER PIPE. REFER TO DESIGN
AT R PREPARED BY FLOTH, DRAWING SET Ø100 uPVC SLOTTED INFILTRATION PIPE
*
L 34.30 15252-H-02-002 TO 005 ISSUE C FOR WITH 150mm OF COVER IN 10mm FREE
RT FURTHER INFORMATION. DRAINING GRAVEL.
Ø100 VERTICAL LOW FLOW OUTLET PIPE. HATCHED AREA DENOTES RV1
HATCHED AREA DENOTES 5m²
TOP OF VERTICAL PIPE AT RL 48.50
OF 400mm DEEP FILTER MEDIA
FOR BIORETENTION. USE
BIORETENTION AREA.
T.W.L. 48.50
12m² OF 400mm DEEP FILTER
MEDIA FOR BIORETENTION. LOWER BIO RETENTION BASIN SECTION
WORKSHOP LOAMY SAND AS PER IPWEA B.W.L. 48.20 USE LOAMY SAND AS PER 1:100 UNREDUCED AT A3
RL 49.55 1:50 UNREDUCED AT A1
STANDARD DRAWING STORAGE = 3.0m³ IPWEA STANDARD DRAWING
WSUD-003. WSUD-003.
UPPER ON SITE DETENTION/BIO RETENTION BASIN PLAN
1:100 UNREDUCED AT A3
1:50 UNREDUCED AT A1
Ø150 DISCHARGE PIPE.
LOWER BIO RETENTION BASIN PLAN
R.L. 49.25
SERVICE STRUCTURE. 1:100 UNREDUCED AT A3
1:50 UNREDUCED AT A1
1.0m WIDE WIER AT RL 49.20
190
Ø225 uPVC INLET PIPE TO OSD
Ø50 ORIFICE PIPE AT RL 48.50
T.W.L. 49.20
Ø100 VERTICAL LOW FLOW OUTLET PIPE.
300
R.L. 48.53 ON SITE DETENTION. TOP OF VERTICAL PIPE AT RL 48.50
R.L. 48.50
Ø100 uPVC DISCHARGE PIPE ONTO FOOTING REINFORCEMENT 50 COVER TYPICAL
R.L. 48.20
HATCHED AREA DENOTES 5m² ROCKS WITH FROG FLAP. AS DETAILED
FOOTING DEPTH
OF 400mm DEEP FILTER MEDIA
FOR BIORETENTION. USE
VARIES. 1800 MAXIMUM
LOAMY SAND AS PER IPWEA N16-200 HORIZONTALLY
600 MAX.
STEP
STANDARD DRAWING
WSUD-003.
FOOTING DEPTH
N16-200 VERTICAL
300mm DEEP OF 10mm FREE BIORETENTION AREA.
DRAINING GRAVEL AS PER
FILTER CLOTH AS PER IPWEA Ø100 uPVC SLOTTED INFILTRATION PIPE 1
IPWEA STANDARD DRAWING
STANDARD DRAWING WITH 150mm OF COVER IN 10mm FREE 1
WSUD-003.
WSUD-003. DRAINING GRAVEL. N16-200 STARTER BARS
RIP RAP ROCK PROTECTION. USE LAP 1000 WITH MAIN
400-500mm GRANITE BOULDERS TO FORM WALL REINFORCEMENT.
UPPER ON SITE DETENTION/BIO RETENTION BASIN SECTION SPILLWAY ANTI-SCOUR PROTECTION. 300 MIN. N12 COGGED BARS
TO MATCH FOOTING
COG 300 INTO FOOTING
1:100 UNREDUCED AT A3 OR EQUAL TO REINFORCEMENT (600 LAP) N16-200 TOP AND
1:50 UNREDUCED AT A1
STEP HEIGHT BOTTOM
TYPE FOOTING STEP
200
NOT TO SCALE
N12-300 TOP AND
400
BOTTOM
800
N16-200
2 N12 BARS
SCREW PILES :
RV1 219 x 8.2 GALV AND EPOXY PAINTED SCREW PILE
RT
MINIMUM 8m DEEP 30T SWL. CONC. FILL (25 MPa)
RV2 219 x 12.7 GALV AND EPOXY PAINTED SCREW PILE
MINIMUM 6m DEEP 60T SWL. CONC. FILL (25 MPA) RV1
300
RT RAKING AT 1 IN 2.75 - 219 x 8.2 GALV AND EPOXY PAINTED SCREW PILE
MINIMUM 12m LONG SWL = 60T TENSION. CONC. FILL (25 MPA)
1600
RETAINING WALL DETAIL
1:40 UNREDUCED AT A3
1:20 UNREDUCED AT A1
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to
copyright in accordance with the Brisbane address
GROUND LEVEL
UNIVERSAL PROPERTY A. VENESS
Designed
S. PRYSTUPA
Verified
PROPOSED NEW RESIDENCE AT STORMWATER BASIN AS SHOWN A1
agreement between Tod 283 ELIZABETH ST
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
BRISBANE 4000
AUSTRALIA
COMPANY H. GRAY S. PRYSTUPA 71 SEAVIEW TCE, SUNSHINE BEACH DETAILS Drawing Number
architects
ESTABLISHMENT 14517-OP32
postal address
used for this specific project. GPO BOX 353 Approved RPEQ No
planners BRISBANE RDP RP197117
C 4.5.16 ENTIRE DRAWING REVISED A.V. interiors QUEENSLAND 4001
S. PRYSTUPA 1137
This drawing shall not be used
AUSTRALIA
Noosa: 07 5449 9600 LOCAL AUTHORITY NOOSA
B 30.3.16 ISSUED FOR CONSTRUCTION A.V. tel +61(0)7 3229 5266 Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed Date 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as Noel Robinson Architects Pty Ltd fax +61(0)7 3221 0796
[email protected] PO Box 61, Noosaville, QLD 4566 MCU APPROVAL 14/0084 HORIZ DATUM
ABN 62 323 175 502
A 27.1.16 OPERATIONAL WORKS APPROVAL A.V. ROL APPROVAL VERT DATUM AHD
11 of 12 C
www.nrarc.com
'issued for construction' in the [email protected] www.todconsulting.com
DECEMBER 2015
ACN 010 011 720
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336
OPW APPROVAL RL 41.410 MEASUREMENT BAR - INCREMENTS IN mm
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
2014022_71_SeaviewTce_SWMP-revC_full.pdfRelated documentApplication case desk ↗
About this file
- File size
- 14.5 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.