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.
50 DIA. HOLE TO
PILE WITH 1000 LONG
N32 TIE BAR TO BEAM COG 200
50 DIA. HOLE TO
PILE WITH 800 LONG
0 N32 TIE BAR
200 T
2 No. N32 BARS PAIN ALL VERTICAL AND RAKING SCREW PILES SHALL FOUND AT LEAST 5m
XY BELOW A 27° LIINE PROJECTED FROM THE BASE OF THE SLOPE, AND
10.0m LONG EPO
COG 600 INTO BEAM GROUND AT LEAST 7.0m BELOW ORIGINAL GROUND LEVEL.
GROUND
BEAM
BEAM
THE SCREW PILING CONTRACTOR MUST ALLOW FOR PRE-BORING
2.0m LONG N32 BAR WHERE NECESSARY TO PENETRATE WEATHERED SANDSTONE
EPOXY PAINT
COG 200 INTO BEAM LAYERS.
2000
2 COATS INTERGARD SCREW PILES ARE TO BE DESIGNED AND INSTALLED BY THE
278 HIGH BUILD EPOXY 2 COATS INTERGARD
1 278 HIGH BUILD EPOXY CONTRACTOR TO SAFELY WITHSTAND THE SPECIFIED SAFE WORKING
PAINT TO PILE
2.75 PAINT TO PILE LOADS, AND CERTIFIED BY AN EXPERIENCED RPEQ ENGINEER, WHO
SHALL PROVIDE APPROPRIATE FORM 15 AND FORM 16
CONCRETE FILLED
GALVANISED STEEL TYPE VERTICAL
CHS SCREW PILE ( REFER SCREW PILE
TO PILING LEGEND CONCRETE FILLED
FOR SIZE, DEPTH AND GALVANISED STEEL
SAFE WORKING LOAD ) CHS SCREW PILE ( REFER
TO PILING LEGEND
FOR SIZE, DEPTH AND
SCREW PILES :
SAFE WORKING LOAD )
RV1 219 x 8.2 GALV AND EPOXY PAINTED SCREW PILE
MINIMUM 8m DEEP 30T SWL. CONC. FILL (25 MPa)
TYPE RAKING TENSION SCREW PILE (RT)
NOT TO SCALE
RV2 219 x 12.7 GALV AND EPOXY PAINTED SCREW PILE
MINIMUM 6m DEEP 60T SWL. CONC. FILL (25 MPA)
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)
NOTE :
WHERE POSSIBLE MAINTAIN
ALL EXISTING VEGETATION
EXISTING
TYPE VERTICAL SCREW PILE (RV1, RV2) CUT DOWN OF PILE TO
EXPOSE SOUND CONCRETE
NOT TO SCALE
GROUND SLOPE FOR FULL CROSS SECTION
4.0m MAX. EXTEND PILE REINFORCEMENT PILING CONSTRUCTION
PLATFORM
INTO BEAM
ACCESS TRACK
NOM. 200 TK.
CRUSHED ROCK
2
1
35°MAX. MAX.
SLOPE
TEMPORARY SANDBAG TOP OF PILE
900
RETAINING OR APPROVED
EQUIVALENT.
LOT 5 BACKFILL WITH
2 LAYERS A39 CONCRETE ( OBTAIN
BIDIM GEOFABRIC NOTE : GROUND BEAM / WALL
NEIGHBOUR'S
WHERE POSSIBLE MAINTAIN PERMISSION ) PILE CAP BEAM
BENCH FILL
ALL EXISTING VEGETATION
INTO SLOPE CONCRETE SCOUR
EXISTING
BLOCK WALL PROTECTION 27° SAFE ANGLE FROM
EXISTING BASE OF SLOPE AT BEACH.
2 LAYERS A39 GROUND SLOPE CONTINUOUS 400 HIGH
BIDIM GEOFABRIC BLOCKWORK WALL TO
REFER SHEET OP22 AND OP24 FOR PILE DEPTHS
FORM OVERLAND FLOW
27°
TABLE DRAIN WITH CONCRETE
40 MPa GROUT
SCOUR PROTECTION
ACCESS TRACK EXISTING SOIL
PROFILE CONTINUOUS
TYPE TEMPORARY CONSTRUCTION PILE CAP BEAM
NOT TO SCALE DECORATIVE ROCK FACE
Ø450
PILE
Ø450
Ø450 REINFORCED CONCRETE Ø100 SLOTTED AG DRAIN PIPE Ø100 SLEEVED AGI PIPE PILE
CONTIGUOUS PILES. REFER IN GEOFABRIC SOCK VERTICAL DISCHARGE INTO GRATED DRAIN
PILING DRAWINGS SET FOR WALL DRAINAGE PLACED AT
75 MIN. SHOTCRETE
FURTHER DETAILS. 1500 CRS MAX. AND PINNED IN DRIVEWAY SLAB
PILE GAPS, DRAINING INTO URETEK GROUT
GRATED DRAIN. 2.5m DEEP MIN
450
TYPICAL Ø450 CFA
GROUT REPLACEMENT PILE
NOT TO SCALE
SL81 GALVANISED MESH WITH 50mm MIN. COVER. DECORATIVE ROCK FACE
FIX TO PILES WITH GALVANISED 10mm PINSAT 500
CRS VERTICALLY ALONG EACH PILE.
CFA PILE DRAINAGE 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 CONSTRUCTION DETAILS 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 Drawing Number
architects
ESTABLISHMENT 14517-OP30
postal address
used for this specific project. GPO BOX 353 Approved RPEQ No
planners BRISBANE RDP RP197117
interiors QUEENSLAND 4001
AUSTRALIA
Noosa: 07 5449 9600 S. PRYSTUPA 1137 LOCAL AUTHORITY NOOSA
This drawing shall not be used B 30.3.16 ISSUED FOR CONSTRUCTION A.V.
for construction until marked as Noel Robinson Architects Pty Ltd
tel +61(0)7 3229 5266
fax +61(0)7 3221 0796
Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed Date MCU APPROVAL 14/0084 HORIZ DATUM 0 10 20 30 40 50 60 Sheet Revision
ABN 62 323 175 502 [email protected] PO Box 61, Noosaville, QLD 4566
A 27.1.16 OPERATIONAL WORKS APPROVAL A.V. ROL APPROVAL VERT DATUM AHD
9 of 12 B
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.