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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 3: CONSTRUCTION SEQUENCE 3 : DECK WATERPROOFING AND JOINTS TO
BRIDGE OPEN TO TRAFFIC : ONE SPAN MINIMUM OF BRIDGE BE RENEWED. SCUPPERS TO BE LINED
NO LOAD LIMIT (144 DESIGN LOAD) TO BE OPEN TO BOAT TRAFFIC. BY PIPE REPAIR SUBCONTRACTOR. a
1 x 44000kg SEMI TRAILER PER LANE (SPAN 4 OR 5) REFER TO DRAWING S012.
Og Og og Os, Of
b = Ss
=
8
_— a a a
> o
x x a
<
TO NOOSAVILLE TZ a a a
© TD) —= — 4
GYMPIE TERRACE leis “st ©) —— —— — ELUF SPAN 4 E E — ee eee es TO HASTINGS STREET
SPAN 1 EWIF SPAN 2 ELF SPAN 3 SPAN 5 F E SPAN 6 F E SPAN 7
SURFACE LEVEL oood
a 1.137 ee ENCASE ALL PILES
FROM SURVEY — ENCASE ALL PILES CAP 0.037 ENCASE ALL ~—N han
R.L. U/S PILE 'S PILE CAP 0.037
R.L. U/S PILE CAP 0.023 R.L. U/S PILE CAP 0.036
R.L. U/S PILE CAP 0.016 RL. U/S PILE CAP 0.016 if
SAND SAND
SURFACE LEVEL II \
FROM ORIGINAL
INDURATED DESIGN DRAWINGS a |) \
SAND
DATUM -10.00 CLAY AND CLAY
- - L
Vv
15m 15m 15m 151 15m 15m 15m
_|~ =| |
| ~|~ =| ~|~
CLAY
E F = BRIDGE DECK FIXITY LONGITUDINAL SECTION 6330
E EXPANSION 1:400 UNREDUCED AT A3 | |
1:200 UNREDUCED AT At
F FIXED
INSTALL PLASTIC LININGS TO EXISTING
90 SCUPPERS TO PROTECT DECK UNITS.
(WORKS BY COUNCIL SUBCONTRACTOR.)
_= =
Ww NEW 6102 CENTRAL
COLUMN
~ 10950 ou
Ww «KS ENCASE ALL PILES WITH NEW slE
REINFORCEMENT & CONCRETE.
(60 PILES TOTAL) REFER TO
DRAWING NO S011 FOR DETAILS 2s
Ke e/a
E)ao
j=
wm}
BED LEVEL NOMINAL - 3.60
SS NOTE : INTERNAL PILES HAVE
LATERAL RAKE OF 1HTO5V
| tt} (NOMINAL)
| —-+-+] Lit
| Lt
© [14
DATUM -10.00 4+ a LI | | =
NO
TES:
PLEASE PRINT INCOLOUR
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
1:100 UNREDUCED AT At
PREPARED BY ARUP - REFER MUNNA POINT BRIDGE REMEDIATION WORKS -
BRIDGE DESIGN REPORT, REV C. 10TH OCTOBER 2011.
REFER TO DRAWINGS NO01 - NO04 FOR PROJECT SPECIFIC NOTES
COPYRIGHT © 20.10.14 AMENDED AS CLOUDED NV Associated Consultants Client TOD = Drawn Verified Project Drawing Title
This drawing is subject to 5.9.14 AMENDED AS CLOUDED NV fp] NOOSA COUNCIL | P COOKE C DOWDING BRIDGE REMEDIAL WORKS - REFERENCE |CONSTRUCTION SEQUENCE 3:
copyright in accordance with the
agreement between Tod 02.7.14 ISSUED FOR TENDER PC Designed Verified DESIGN - MUNNA POINT, NOOSA PILE ENCASEMENT Drawing Number
Consulting pty Itd (tc) and tc's 26.6.14 ISSUED FOR REVIEW PC C DOWDING MAY 2014
client. This drawing shall only be 17.6.14 PILE FORMWORK / WORK BY COUNCIL PC consulting engineers Approved RPEQ No RDP 02600 -S003
used for this specific project.
20.3.14 INCORPORATES NSC AND PC Noosa: 07 5449 9600 DOWDING 8339 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
This drawing shall not be used FREYSINNET COMMENTS Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337 Sig 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 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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