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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 4 : oO
ENERGEX ARRANGING FOR REMOVAL OF
BRIDGE OPEN TO TRAFFIC : CONSTRUCTION SEQUENCE 4 EXISTING LIGHT POLES PRIOR TO
NO LOAD LIMIT (144 DESIGN LOAD) ONE SPAN MINIMUM OF COMMENCEMENT OF WORKS. CONTRACTOR
1 x 44000kg SEMI TRAILER PER LANE BRIDGE TO BE OPEN TO BOAT TO INSTALL NEW HANDRAIL POSTS x 2, AND
TRAFFIC. (SPAN 4 OR 5) MAKE GOOD PATCHED / CORRODED RAILING
AT SAME LOCATION x 2.
o x
Q REPAINT ABUTMENT WALLS 3
g
6 +
TO NODSAVILLE + WITH COATING TYPE 6 a
GYMPIBSTERRACE a aH © OVO IF [= SS Fly TO HASTINGS STREET
ec
~ SPAN 1 E [= ED = 7 EWE SS SS SS SS SS F —
EE SPAN 2 F SPAN 3 SPAN 4 SPAN 5 Fi, E SPAN 6 E SS
SPAN 7
Woo000) SURFACE LEVEL
1.137
FROM SURVEY,
R.L. U/S PILE Va R.L. U/S PILE CAP 0.036 HM REPAINT ABUTMENT WALLS
CAP 0.037, M
NM
R.L. U/S PILE CAP 0.016 i
RL. U/S PILE CAP 0.023 uh
ii}, iki} R.L. U/S PILE CAP 0.037 WITH COATING TYPE 6
R.L. U/S PILE CAP 0.016
SAND SAND
hh uy ttt —— Yi
AY
A INDURATED. 1 1 1 FROM ORIGINAL i\\ SURFACE LEVEL
| DESIGN DRAWINGS FROM ORIGINAL
SAND f DESIGN DRAWINGS,
DATUM -10. 00 - CLAY - - - SAND CLAY E
COAT DECK UNDERSIDE AND SIDES, HEADSTOCK FACES & ENDS,
COLUMNS & ABUTMENT WALLS WITH PROTECTIVE COATING TYPE 2.
(TYPE TO BE SUITABLE FOR PREVENTING FURTHER BUILD UP OF REFER TO S012 FOR
CHLORIDES AND CARBONATION ) COATING OF TOP
SURFACE OF HEADSTOCK.
15m 15m 15m 15m 15m 15m 15m
_|~ ~|~ ~|~ ~|~ ~|~ ~|~
CLAY
E F = BRIDGE DECK FIXITY
LONGITUDINAL SECTION
E =_ EXPANSION
=
4:400 UNREDUCED AT A3
F _ FIXED 4:200 UNREDUCED AT At INSTALL NEW HANDRAIL POST AT PIERS 2 & 5
=
TO MATCH EXISTING. 6330
CLEAN UP & COAT RAILINGS WITH PROTECTIVE | SCUPPERS (150 x 60 NOM) TO BE
CLEANED AND LINED
COATING TYPE 4, COLOUR TBA
(14 PER SPAN x 7 SPANS)
HOLD BY OTHERS (UNITY WATER
CORRODED WATER PIPE, SUPPORT ox
an
BRACKETS & FIXINGS TO BE CLEANED UP. =O
pata
AND COATED WITH PROTECTIVE COATING Su
TO UNITY WATER SPECIFICATION xz
WW
Ww O41
a |
ALL STRESSING BARS BOTH SIDES E P| rd NEW 6102 CENTRAL
OF BRIDGE : i} 10950 | | ty | COLUMN
GENERALLY - CLEAN OFF AND COAT
BEARING PLATES, STRESSING BAR l ] lL I l
ENDS & NUTS WITH PROTECTIVE
~ COATING TYPE 3.
SPANS 2, 4, 5, & 6 NORTH-WEST
«KS SIDE - REPLACE NUT & BEARING
PLATE IF POSSIBLE AND RE-STRESS
Ww STRESSING BAR. NEW PLATE TO BE
HDG. COAT BEARING PLATES,
Ke STRESSING BAR ENDS AND NUTS
WITH PROTECTIVE COATING TYPE 3.
BED LEVEL NOMINAL - 3.60
SS
DATUM -10.00
4
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 1:200 UNREDUCED AT A3
PREPARED BY ARUP - REFER MUNNA POINT BRIDGE REMEDIATION WORKS - 1:100 UNREDUCED AT At
BRIDGE DESIGN REPORT, REV C. 10TH OCTOBER 2011.
REFER TO DRAWINGS NO01 - NO04 FOR PROJECT SPECIFIC NOTES
COPYRIGHT © Associated Consultants Client TOD = Drawn Verified Project Drawing Title
This drawing is subject to 5.9.14 AMENDED AS CLOUDED NV P COOKE C DOWDING BRIDGE REMEDIAL WORKS - REFERENCE CONSTRUCTION SEQUENCE 4 .
copyright in accordance with the 02.7.14 ISSUED FOR TENDER PC £ CONST Designed Verified DESIGN - MUNNA POINT, NOOSA COATING AND PROTECTION .
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 EXTENT OF COATING & TYPE PC consulting engineers Approved RPEQ No RDP PLAN 02600 -S004
used for this specific project.
20.3.14 INCORPORATES NSC AND PC Noosa: 07 5449 9600 QWDING 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 10.14 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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