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2015-03-31 I&S Committee - Item 5 - Attachment 2 - Munna Pt Bridge Repairs Design Drawings
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CONSTRUCTION SEQUENCE 2 : BRIDGE OPEN TO TRAFFIC : CONSTRUCTION SEQUENCE 2 : ONE SPAN MINIMUM OF BRIDGE TO BE OPEN TO BOAT
30 TONNE LOAD LIMIT PER LANE DURING PILE CAP WORKS. TRAFFIC. (SPAN 4 OR 5)
COUNCIL TO ARRANGE FOR SIGNAGE AND PUBLIC LIMIT VESSEL SIZE TO 12 TONNES MASS FOR DURATION OF STAGE 2 TO MINIMISE RISK
CONSULTATION / AWARENESS OF IMPACT WITH TEMPORARILY WEAKENED PILE CAPS.
COUNCIL TO ARRANGE WITH HARBOURMASTER
TO NOOSAVILLE a Cu
GYMPIE TERRACE TO HASTINGS STREET
——___ —
SPAN 1 “I SPAN 2 ELWIF SPAN 3 SPAN 4 E SPAN 5 SPAN 6 SPAN 7
REPAIR PILE CAPS. REPAIR PILE CAPS. REPAIR PILE CAPS.
SURFACE LEVEL HN] 1.137 OO
PROTECT REO WITH PROTECT REO WITH PROTECT REO WITH
FROM SURVEY
SACRIFICIAL GALVANIC SACRIFICIAL GALVANIC uf SACRIFICIAL GALVANIC
R.L. U/S PILE
LIN\ PROTECTION CAP 0.037, wes UsPLECAPOUIS PROTECTION I}
R.L. U/S PILE CAP 0.036 HN
| RL. U/S PILE CAP 0.023 ii}, HK iki} RL
U/S PILE CAP 0.037
SAND \ SURFACE LEVEL TL \ ttt HI SAND
\y
FROM ORIGINAL
A INDURATED. DESIGN DRAWINGS
SAND
_DATUM -10 00 - CLAY SAND CLAY
15m 15m 15m 15m 15m 15m 15m
CLAY
LONGITUDINAL SECTION
F = BRIDGE DECK FIXITY 1:400 UNREDUCED AT A3
EXPANSION 4:200 UNREDUCED AT At
|
6330
EXISTING STEEL
WATER PIPE
NUE
ELECTRICAL JUNCTION BOXES TO
BE ABOVE Q2000 FLOOD LEVELS FLOOD LEVELS
NEW 6102 CENTRAL RETURN RL.
10950
BREAK OUT PILECAP ENDS, REPAIIR REPAIR PI CAPS BY BREAKING OUT INSTALL EXTRA LIGS FOR ASR REPAIR PILE CAPS BY BREAKING OUT | COLUMN Q2000 2.38
REO, AND INSTALL REPAIR MORTAR SURFACE ONCRETE, REPAIRING REO, RESTRAINT - REFER TO DRAWINGS SURFACE CONCRETE AND REPAIRING
TYPE B. BREAK OUT ALL DRUMMY AND INST, LING REPAIR MORTAR $007 FOR DETAILS PER ADJACENT DETAILS. PROTECT REO — = a — Q20 1.30
CONCRETE AND PATCH REPAIR WITH ——<— TYPE B. RI ER TO DRAWINGS S007 - — WITH SACRIFICIAL GALVANIC ——
APPROVED TYPE A REPAIR MORTAR. = $008 FOR TAILS I TIDE LEVELS SHOWN PROTECTION.
REPAIR CRACKS WITH UNDERWATER a ARE RELATIVE TO
REPAIR EPOXY. REFER DRAWINGS i eo! PIER 4 fm = = la | la | la | lm om l= om =
i
S009 AND S010 FOR DETAILS {I
i || TIDE RL
||
i i HAT 0.68
{I i Ww
i
il
i {I
i i
|| {I MHWS 0.36
{| i
\/ MHWN 0.23 BED LEVEL] NOMINAL - 3.60
0 0 |e o COAT FULL PERIMETER |e e)
lle e|
) @ OF PILECAPS WITH
COATING TYPE 1. U/S PILE CAP: on MSL 0.03
MLWN -0.13
PIER3&4 RL. 0.016
PIERS R.L. 0.037 MLWS 0.25
IMPORTANT :
PROVIDE TEMPORARY
\ \ COAT FULL PERIMETER KN FLOATING SEDIMENT BARRIER
OF PILECAPS WITH
| | COATING TYPE 1. RS TO FULL PERIMETER OF PILE
CAP WHILST CONSTRUCTION
PILE CA | EPAI \ PILE CA REPAI \ Re SEQUENCE 2 WORKS ARE IN
PROGRESS. OR APPROVED
PSR R TYPE 2 PS R TYPE 1 s ALTERNATIVE.
(PILE CAPS 2 & 6) (PILE CAP 1,3,4 & 5) DATUM -10.00 4 | | =
4:40 UNREDUCED AT A3
4:40 UNREDUCED AT A3
4:20 UNREDUCED AT A1
4:20 UNREDUCED AT A1
NO Ss O
TES:
PLEASE PRINT INCOLOUR
2 THE NOMINATED TIDE LEVELS ARE APPROXIMATE, BASED ON MONITORING O
STATION AT MUNNA POINT, AND QUEENSLAND TIDE TABLES (2010). WAVE ACTION
& LOCAL TOPOGRAPHY COULD AFFECT WATER LEVELS. THE CONTRACTOR
SHALL MAKE PROVISION FOR THIS BY EITHER CONFIRMING LOCAL TIDE LEVELS
BY SURVEY, AND / OR CONTINGENCY PLANS.
CROSS SECTION PIER 4
THE NOMINATED FLOOD LEVELS ARE TAKEN FROM FLOOD IMPACT STUDY
PREPARED BY ARUP - REFER MUNNA POINT BRIDGE REMEDIATION WORKS - 4:200 UNREDUCED AT A3
BRIDGE DESIGN REPORT, REV C. 10TH OCTOBER 2011. 4:100 UNREDUCED AT At
REFER TO DRAWINGS NO01 - NO04 FOR PROJECT SPECIFIC NOTES
REFER TO DRAWINGS S007 - S008 FOR DETAILS Associated Consultants Client fob = Drawn Verified Project Drawing Title
COPYRIGHT © 20.10.14, AMENDED AS CLOUDED NV
This drawing is subject to 5.9.14 AMENDED AS CLOUDED NV P COOKE C DOWDING BRIDGE REMEDIAL WORKS - REFERENCE |CONSTRUCTION SEQUENCE 2:
copyright in accordance with the 02.7.14 ISSUED FOR TENDER PC £ COINS Designed Verified DESIGN - MUNNA POINT, NOOSA PILE CAP REPAIR
agreement between Tod
Consulting pty Itd (tc) and tc's 26.6.14 ISSUED FOR REVIEW PC C DOWDING MAY 2014 Drawing Number
client. This drawing shall only be 17.6.14 DEPTH OF REPAIR / COATING TYPE PC consulting engineers Approved RPEQ No RDP 02600 -S002
used for this specific project.
20.3.14 INCORPORATES NSC AND PC Noosa: 07 5449 9600 BQWDING 8339 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
This drawing shall not be used FREYSINNET COMMENTS 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 14.3.14| ISSUED FOR COMMENT PC [email protected] www todconsulting.com 10.10.14 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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