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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 1 : BRIDGE OPEN TO TRAFFIC : CONSTRUCTION SEQUENCE 1 :
NO LOAD LIMIT (144 DESIGN LOAD) ONE SPAN MINIMUM OF BRIDGE
1 x 44000kg SEMI TRAILER PER LANE TO BE OPEN TO BOAT TRAFFIC.
(SPAN 4 OR 5)
CHECK PREVIOUS TESTED
COLUMN FOR REO COVER
(DEPTH) AND RETEST
CHLORIDE LEVELS FROM Om
o SURFACE TO REO DEPTH
TO NOOSAVILLE
GYMPIE TERRACE © OVO TO HASTINGS STREET
SPAN 1 SPAN 2 EUIF SPAN 3 E SPAN 4 E SPAN 5 F E SPAN 6 FILE SPAN 7
NEW CENTRAL
SURFACE LEVEL COLUMN 6108 Oooo) NEW CENTRAL
1.137 COLUMN 6108
FROM SURVEY
IT NEW CENTRAL ty R.L. U/S PILE CAP 0.037 TI
SAND IM R.L. U/S PILE CAP 0.023 \ R.L. U/S PILE CAP 0.037 custo RL. U/S PILE R.L. U/S PILE CAP 0.036 I \ SAND
AlN CAP 0.016 "hy H
\ reso Hl v — TL \y a ttt
k: FROM ORIGINAL
FI INDURATED. DESIGN DRAWINGS
SAND
DATUM -10. 00 CLAY - SAND CLAY
15m 15m 15m 15m 15m 15m 15m
CLAY
LONGITUDINAL SECTION
E F = BRIDGE DECK FIXITY 4:400 UNREDUCED AT A3
4:200 UNREDUCED AT At
E =_ EXPANSION
=
F _ FIXED
=
6330
EXISTING STEEL
WATER PIPE
Ww ALL PIERS : NEW 610@ CENTRAL COLUMN Lie PIERS 3, 4, & 5 ONLY
IF CONCRETE CRACKED :
AND PARTIAL HEADSTOCK REPAIR BREAK OUT AND REPLACE 1000 x
- 6 COLUMNS TOTAL. 1200 x 170 NOM CONCRETE BEFORE
REFER TO DRAWING S005 & S006 INSTALLING COLUMN. REFER TO
~ (NOTE : THIS WILL REDUCE STRESSES IN THE DRAWING S005, S006 & NO04
PILE CAPS TO 20% - 50% OF CURRENT
Ww «KS LEVELS.) en \
Ke
s BED LEVEL NOMINAL - 3.60
SS O
©
DATUM -10.00 4 | | a
NO
TE
PLEASE P' iT IN COLOUR
2 THE NOMINATED TIDE LEVELS ARE APPROXIMATE, BASED ON MONITORING
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 4:200 UNREDUCED AT A3
PREPARED BY ARUP - REFER MUNNA POINT BRIDGE REMEDIATION WORKS - 4:100 UNREDUCED AT At
BRIDGE DESIGN REPORT, REV C. 10TH OCTOBER 2011.
REFER TO DRAWINGS NO01 - NO04 FOR PROJECT SPECIFIC NOTES
COPYRIGHT © 5.9.14 AMENDED AS CLOUDED NV Associated Consultants Client TOD = Drawn Verified Project Drawing Title Scale Sheet Size}
This drawing is subject to 02.7.14 ISSUED FOR TENDER PC CSCO P COOKE C DOWDING BRIDGE REMEDIAL WORKS - REFERENCE |CONSTRUCTION SEQUENCE 1: AS SHOWN Al
copyright in accordance with the
agreement between Tod 26.6.14 ISSUED FOR REVIEW PC Designed Verified DESIGN - MUNNA POINT, NOOSA COLUMN INSTALLATION Drawing Number
Consulting pty Itd (tc) and tc's 17.6.14 PILE DIA / BREAK OUT AREA REVISED PC C DOWDING MAY 2014
client. This drawing shall only be 22.5.14 NEW COLUMN REVISED PC consulting engineers Approved RPEQ No RDP 02600 -S001
used for this specific project.
20.3.14 INCORPORATES NSC AND PC Noosa: 07 5449 9600 WDING 8339 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
This drawing shall not be used FREYSINNET COMMENTS Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337 a 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 14.3.14| ISSUED FOR COMMENT PC [email protected] www todconsulting.com 20.10.14 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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