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2015-03-31 I&S Committee - Item 5 - Attachment 2 - Munna Pt Bridge Repairs Design Drawings
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Zn Zn
Oct Oct
no no
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ow ow
bw bw
x x
ua ua
Ore Ore
ae ae
OD OD
ua ua
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aor aor
150 150
2310 2310
| f T |
FILL CRACKS WITH
UNDERWATER EPOXY - SEE
DETAILA
FORM UP ENDS AND FILL CRACKS WITH FORM UP ENDS AND
POUR REPAIR MORTAR UNDERWATER EPOXY - SEE POUR REPAIR MORTAR
TYPE B. DETAILA TYPE B.
| Ww
CONSTRUCTION SEQUENCE 2 - STEP C - EL VATION eo
(PIERS 2 & 6) Ww
1:40 UNREDUCED AT A3
1:20 UNREDUCED AT At Ke
° s
ONSTRUCTION STEPS :
50 MINIMUM REMOVE BARNACLES / DEBRIS FROM PILE CAPS AND
WATER BLAST CLEAN.
2 FILL FORMWORK WITH FRESH WATER TO EXPEL SALT
WATER.
LEAVE FORMWORK FLOODED WITH FRESHWATER FOR 2
HOURS MINIMUM. ws O
AT LOW TIDE, EMPTY FORMWORK USING REMOVAL PLUGS
AND OR "SLURPY" PUMP.
AT LOW TIDE , (WATER LEVEL TO BE BELOW UNDERSIDE
EPOXY(REFER NOTE PT1, DRG 02600-S01 OF FORMWORK) COMMENCE PLACEMENT OF REPAIR ©
MORTAR TYPE B (PUMPABLE CONSISTENCY)
LEAVE FORMWORK IN PLACE FOR 24 HOURS MINIMUM
AFTER FINISHING OF POUR.
FACE OF
COMMENCE FORMWORK STRIPPING DURING FALLING
PILECAP
TIDE. TIME STRIPPING WORKS TO BE COMPLETE AT LOW
TIDE.
IMMEDIATELY AFTER FORMWORK STRIPPED (AT LOW
EXISTING REINFORCEMENT TIDE), CURE ALL PILECAP SURFACES PER CURING
METHOD TYPE A. a <
COAT ALL PILECAP SURFACES WITH COATING TYPE 1; AND
DETAIL A - CRACK REPAIRS CURE PER CURING METHOD TYPE A.
10 FILL STEEL COLUMNS WITH NITROGEN OR CEMENT
4:40 UNREDUCED AT A3 fy GROUT TO REMOVE INTERNAL OXYGEN / CORROSION.
4:20 UNREDUCED AT A1
INSTALL SACRIFICIAL GALVANIC
PROTECTION (EXTERNAL) ELECTRICALLY
CONNECTED TO PILE CAP REINFORCEMENT
Sa Z4
“Co “<C>
NOTES:
CONSTRUCTION SEQUENCE 2 - STEP D - ELEVATION
1 PLEASE PRINT IN COLOUR.
2 REFER TO DRAWINGS NO01 - N004 FOR PROJECT SPECIFIC NOTES. (ALL PIERS)
1:40 UNREDUCED AT A3
1:20 UNREDUCED AT At
COPYRIGHT © Associated Consultants Client TOD = Drawn Verified Project Drawing Title
This drawing is subject to fp] NOOSA COUNCIL P COOKE C DOWDING BRIDGE REMEDIAL WORKS - REFERENCE |PILE CAP REPAIR TYPE 2
copyright in accordance with the
agreement between Tod Designed Verified
Consulting pty Itd (tc) and tc's C DOWDING MAY 2014 DESIGN - MUNNA POINT, NOOSA SHEET 2 Drawing Number
client. This drawing shall only be 20.10.14] AMENDED AS CLOUDED NV consulting engineers Approved RPEQ No RDP 02600 -S010
used for this specific project.
5.9.14 AMENDED AS CLOUDED NV Noosa: 07 5449 9600 QWDING 8339 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
This drawing shall not be used 02.7.14 ISSUED FOR TENDER PC Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337 Date MCU APPROVAL HORIZ DATUM 0 10 20 30 40 50 60
for construction until marked as PO Box 61, Noosaville, QLD 4566
‘issued for construction’ in the 26.6.14 ISSUED FOR REVIEW Pc [email protected] www todconsulting.com ©C20.10.14 ROL APPROVAL VERT DATUM AHD Aid|
revision description. Rev! Date Revision Description Drawn ABN. 39 128 805 336 OPW APPROVAL RL MEASUREMENT BAR - INCREMENTS IN mmSee the original
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