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2015-03-31 I&S Committee - Item 5 - Attachment 2 - Munna Pt Bridge Repairs Design Drawings
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1225
(WIDEN HEADSTOCK FOR
IMPROVED SIDE COVER) EXISTING 900 DIA COLUMN
BREAKOUT LINE
COLUMN
STRONGBACK
FINISHED DIMENSIONS PER (Co
SECTION E
"Z" TIES
REPAIR MORTAR TYPE B 10mm FALL 10mm FALL EXISTING 450 PSC
(PUMPABLE CONSISTENCY) a OCTAGONAL PILES
| —— 25mm CHAMFER
¢| TIDE LEVELS SHOWN
ARE RELATIVE TO
PIER 4
Ii
\l
TIDE RL
TF i Wl
{i i HAT 0.68
i i
i i
il i
il il
i MHWS 0.36
{I
\I
w L NS \le e\e ele MHWN 0.23
i y) @
MSL 0.03
jy
MLWN -0.13
a fp
MLWS -0.25
--| --.
2460 START POUR AT LOW TIDE
TEMPORARY WORK PLATFORM
(REMOVE AFTER COMPLETING COATINGS)
CONSTRUCTION STEPS
4 FILL FORMWORK WITH FRESH WATER TO EXPEL SALT
WATER-
2 LEAVE FORMWORK FLOODED WITH FRESHWATER FOR 2 SECTION
HOURS MINIMUM.
AT LOW TIDE, EMPTY FORMWORK USING REMOVAL PLUGS 1:40 UNREDUCED AT A3
1:20 UNREDUCED AT At
AND OR "SLURPY" PUMP.
AT LOW TIDE , (WATER LEVEL TO BE BELOW UNDERSIDE
OF FORMWORK) COMMENCE PLACEMENT OF REPAIR
MORTAR TYPE B (PUMPABLE CONSISTENCY)
)
GROUT TORI ERNAL fe) CORROSION. om
MN y RO Q
EMOVE INT! XYGEN /
LEAVE FORMWORK IN PLACE FOR 24 HOURS MINIMUM
AFTER FINISHING OF POUR.
COMMENCE FORMWORK STRIPPING DURING FALLING
TIDE. STRIPPING WORKS TO BE COMPLETE AT LOW TIDE.
IMMEDIATELY AFTER FORMWORK STRIPPED (AT LOW
TIDE), CURE ALL PILECAP SURFACES PER CURING
METHOD TYPE A.
COAT ALL PILECAP SURFACES WITH COATING TYPE 1; AND
CURE PER CURING METHOD TYPE A. Gi So - ELEVATION
C RUC © QU
(PIERS 1, 3, 4&5). Ww
1:40 UNREDUCED AT A3
1:20 UNREDUCED AT At | &
se
INSTALL SACRIFICIAL GALVANIC
PROTECTION (EXTERNAL) ELECTRICALLY
CONNECTED TO PILE CAP REINFORCEMENT
RS
“> =~»
——
NOTES: CONSTRUCTION SEQUENCE 2 - STEP D - ELEVATION
1 PLEASE PRINT IN COLOUR. (ALL PIERS)
2 REFER TO DRAWINGS NO01 - N004 FOR PROJECT SPECIFIC NOTES. 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 P COOKE C DOWDING BRIDGE REMEDIAL WORKS - REFERENCE |PILE CAP REPAIR TYPE 1
copyright in accordance with the ete!
agreement between Tod um NOO COUNCIL Designed Verified DESIGN - MUNNA POINT, NOOSA SHEET 2 Drawing Number
Consulting pty Itd (tc) and tc's C DOWDING MAY 2014
client. This drawing shall only be 20.10.14, AMENDED AS CLOUDED NV consulting engineers Approved RPEQ No RDP 02600 -S008
used for this specific project.
5.9.14 AMENDED AS CLOUDED NV Noosa: 07 5449 9600 C DQWDING 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 Gneq Date MCU APPROVAL HORIZ DATUM 0 10 20 30 40 50 60
for construction until irked as PO Box 61, Noosaville, QLD 4566
‘issued for construction’ in the 26.6.14 | ISSUED FOR REVIEW Pc [email protected] www todconsulting.com 0.10.14 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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