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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.
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SPREAD WATER FROM TABLE DRAIN AND OVERLAND FLOW OVER
TABLE DRAIN PLACED BEHIND PILING ARRANGEMENT TO COLLECT ADJACENT OVERLAND FLOW. DIRECT OUT PAST LINE OF PROPOSED SERVICE STRUCTURE. PILE CAP. CONSTRUCT PILE CAP AT NATURAL SURFACE LEVEL.
X Y 600 SQ x 500 DEEP SUMP PIPED TO OSD
OP29 OP29
TABLE DRAIN TABLE DRAIN TABLE DRAIN
OPEN DRAIN OPEN DRAIN OPEN DRAIN Ø225 SERVICE STRUCTURE.
OPEN DRAIN u
TO O PVC PIPE
N
5 RL 49.50
5
0
AI
.3 SD
.4
.4
0 49
DR
49
49
.5
49
ED
49.
0
25
.3
AT
49
GR
SURFACE WATER 5
5
52 49.
5
2
SURFACE WATER
2
. 525
.5
.5
5
OVERLAND FLOW PATH 49
.4
49
49
OVERLAND FLOW PATH
49
5
RIP RAP ROCK PROTECTION. USE
2
.5
49.
49
525 400-500mm GRANITE BOULDERS TO FORM
SPILLWAY ANTI-SCOUR PROTECTION.
OSD AND BIO-RETENTION.
REFER SHEETS OP31 AND OP32
GARAGE SURFACE WATER OVERLAND FLOW PATH
CARPARKING WORKSHOP
0
RL 49.55
.4
49
MAIN RESIDENCE ENTRY 49.
5 5
5
5
.5
RL 49.55
.5
49.
5
49
.4
49
55
49
49.
55
DRIVEWAY PLAN
1:200 UNREDUCED AT A3
50 1:100 UNREDUCED AT A1
49.
DENOTES FINISHED CONCRETE SURFACE LEVEL.
WEBFORGE STEEL GRATING
OR APPROVED SIMILAR
R.L. AS SHOWN
PIPE SL82 MESH PLACED
CENTRALLY 225 LAPS
I.L.
150
150 600 x 600 150
TYPICAL GRATED PIT DETAIL
PROPRIETARY PRECAST PITS AND GRATES MAY BE USED IN PLACE OF
THOSE SHOWN, SO LONG AS THEY ARE APPROVED IN ADVANCE BY THE
ENGINEER ALL GRATES ARE TO BE OF CYCLE SAFE DESIGN, HEAVY DUTY
TYPE MANUFACTURED TO AS 3996 - LOAD CLASS C IF CONSTRUCTED OF
MILD STEEL, GRATES ARE TO BE HOT DIPPED GALVANISED AFTER
FABRICATION
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 DRIVEWAY AND OVERLAND 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 FLOW PATH DETAILS Drawing Number
architects
ESTABLISHMENT 14517-OP28
postal address
used for this specific project. GPO BOX 353 Approved RPEQ No
planners BRISBANE RDP RP197117
C 4.5.16 AMENDED AS CLOUDED 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
7 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
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