Council archive · source document
14517-Op Works 2016.05.04 · OPW16/0021
From the archive OPW16/0021- Response - Civil Plans. File date in the archive: 2016-05-16 03:57.
WITH 150mm OF COVER IN 10mm FREE
DRAINING GRAVEL. 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
15252-H-02-002 TO 005 ISSUE C FOR
FURTHER INFORMATION.
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.
RV1 HATCHED AREA
RIP RAP ROCK PROTECTION. USE
300
400-500mm GRANITE BOULDERS TO FORM RV1 400mm DEEP FILTER
*
SPILLWAY ANTI-SCOUR PROTECTION. RT T.W.L. 34.30 MEDIA FOR
TOP B.W.L. 34.00 BIORETENTION. USE
*
WALL TOP OF VERTICAL PIPE AT RL 34.30
A T RL LOAMY SAND AS PER
1.0m WIDE WIER AT RL 49.20 35.00 IPWEA STANDARD
DRAWING WSUD-003.
*
RV1
TOP WALL AT RL 49.30 ROCKS WITH FROG FLAP.
* RV1
FILTER CLOTH AS PER IPWEA
300mm DEEP OF
10mm FREE DRAINING
GRAVEL AS PER
IPWEA STANDARD
DRAWING WSUD-003.
*
STANDARD DRAWING
WSUD-003.
RV1
*
TOP STORMWATER PIPE. REFER TO DESIGN
WA LL AT
RL 34 PREPARED BY FLOTH, DRAWING SET
.30 15252-H-02-002 TO 005 ISSUE C FOR WITH 150mm OF COVER IN 10mm FREE
*
RT FURTHER INFORMATION. DRAINING GRAVEL.
HATCHED AREA DENOTES RV1
BIORETENTION AREA. TOP OF VERTICAL PIPE AT RL 48.50
OF 400mm DEEP FILTER MEDIA
FOR BIORETENTION. USE T.W.L. 48.50 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 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
LOWER BIO RETENTION BASIN PLAN
1:100 UNREDUCED AT A3
R.L. 49.25
SERVICE STRUCTURE. 1:50 UNREDUCED AT A1
1.0m WIDE WIER AT RL 49.20
190
T.W.L. 49.20
300
R.L. 48.53 ON SITE DETENTION. TOP OF VERTICAL PIPE AT RL 48.50
R.L. 48.50
FOOTING REINFORCEMENT 50 COVER TYPICAL
R.L. 48.20
ROCKS WITH FROG FLAP. AS DETAILED
FOOTING DEPTH
OF 400mm DEEP FILTER MEDIA
VARIES. 1800 MAXIMUM
FOR BIORETENTION. USE
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 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
200
TYPE FOOTING STEP
NOT TO SCALE
400
N12-300 TOP AND
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 A. VENESS S. PRYSTUPA
copyright in accordance with the Brisbane address
GROUND LEVEL
UNIVERSAL PROPERTY Designed 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 postal address
used for this specific project.
C 4.5.16 ENTIRE DRAWING REVISED A.V.
planners
interiors
GPO BOX 353
BRISBANE
QUEENSLAND 4001
AUSTRALIA
ESTABLISHMENT Approved
S. PRYSTUPA
RPEQ No
1137
RDP RP197117 14517-OP32
This drawing shall not be used
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. www.nrarc.com
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
ACN 010 011 720 [email protected] www.todconsulting.com
ABN 39 128 805 336 DECEMBER 2015 ROL APPROVAL
OPW APPROVAL
VERT DATUM AHD
RL 41.410 MEASUREMENT BAR - INCREMENTS IN mm
11 of 12 C
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