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2015-03-31 I&S Committee - Item 5 - Attachment 2 - Munna Pt Bridge Repairs Design Drawings
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AC WATERPROOFING (ROADWAY &
FOOTPATH) TO PROTECT DECK FROM
WATER AND SALT. RENEW EVERY 2
YEARS UNTIL ASPHALT DWS NEEDS
TO BE REPLACED. AT THAT TIME,
REMOVE ALL AC, INSTALL TYPE B
< ow WATERPROOF MEMBRANE PER TMR ex Ew
© LU MRTS 84 AND LAY NEW AC REFER TO ew ow
° O NO01 - NO04 FOR DETAILS 8= o= ort!
co ta JONAL (PREFERRED) ALTERNATIVE TO AC WATERPROOFING :
REMOVE EXISTING AC IN ROADWAY AND FOOTPATH NOW
INSTALL WATERPROOFING MEMBRANE TYPE B PER TMR
MRTS 84, MODIFIED TO USE S0.3B/S25e BINDER
INSTALL DG 14 ASPHALT AS DECK WEARING SURFACE PER
TO NOOSAVILLE —— =< —< ——— eee eee —— = = ee TO HASTINGS STREET MRTS 84.
GYMPIE TERRACE
——___
SPAN 1 E\WF SPAN 2 ELF SPAN 3 ELIF SPAN 4 E E SPAN 5 F E SPAN 6
SPAN 7
SURFACE LEVEL FROM
SURFACE LEVEL
SURVEY. CONFIRM BY 1.137
FROM SURVEY,
SURVEY
R.L. U/S PILE
LIN CAP 0.037, i R.L. U/S PILE CAP 0.016 ——_ IT
RL. U/S PILE CAP 0.016 R.L. U/S PILE CAP 0.036 NN)
RL. U/S PILE CAP 0.023 iL
I] ii}, Ai i iki} R.L. U/S PILE CAP 0.037
SAND AN rth HI SAND
i Yip AY Ui
FROM ORIGINAL
A INDURATED. DESIGN DRAWINGS
SAND
DATUM -10. 00 - CLAY - SAND CLAY
15m _|~ 15m | 15m ~|~ 15m ~|~ 15m ~|~ 15m ~|~ 15m _|
10330
360 370 360
1848 7392
CLAY
E F = BRIDGE DECK FIXITY LONGITUDINAL SECTION SEALANT : DOW CORNING 34 { Za AC WATERPROOFING
E = EXPANSION 902 RCS - 50 x 12 TK ON 608 S< ALL SCUPPERS (84No.) TO BE
4:400 UNREDUCED AT A3 BACKING ROD TOP SURFACE OF XJS wo CLEANED AND PLASTIC LINED
F = FIXED 4:200 UNREDUCED AT At JOINT TO MATCH AC.. Ow TO REDUCE ASR AND CHLORIDE
RISK IN DECK UNITS.
tk
Qi
NEW GRANOR XJS JOINT OR EQUAL mee eS ee mye ee ee es Le a oO 1
pee om: mm Qu
| | zt ——" ——_—— —t
50 _ SSS Ix
* —— EXISTING DEPK UNITS KO EXISTING KERB UNIT
—
TO MANUFACTURERS ,_ VARIES EXISTING HEADSTOCK
SPECIFICATION 150mm AVERAGE |~—_——| CLEAN OUT BOLT RECESS, CHECK EXISTING KERB UNIT |
BOLT TENSION AND CONDITION, MAKE
GOOD IF NECESSARY AND THEN SEAL EXISTING STEEL JOINT
POCKET WITH SILICONE "PARCHEM ii COVER PLATES TO BE
_—+ A.C. WATERPROOFING = ae = ae ROAD SEAL SL" 6 LPN REMOVED, AND
EXIST AC SURFACE TO REMAIN me ee ee EXISTING SS HD BOLT DISPOSED OF.
(616 NOM CRS)
* A.C. DEPTHS SHOWN ARE APPR
EXISTING DECK UNIT ACTUAL DEPTHS SHALL BE CON
SEALANT : DOW CORNING | SITE BEFORE ORDERING MATERIA
902 RCS - 50 x 12 TK RECESS
12mm BELOW SURFACE Ith EXISTING BEARING we CROSS SECTION - ALL PIERS “— ORIGINAL CONCRETE EDGE STRIP TO BE
1:200 UNREDUCED AT A3
NEW 60% BACKING ROD — 1:100 UNREDUCED AT At LOCALLY REMOVED TO FIT XJS JOINT
EXISTING DECK UNIT oy Ll RS
+ _| |p N\ [ COATING TYPE 2 REFER TO Ke SEALANT : DOW CORNING LATHAM HHS - 50 FLEXIBLE
| 902 RCS - 50 x 12 TK RECESS STAINLESS STEEL EXPANSION
50mm BELOW SURFACE JOINT WITH SS COVER.
DRAWING S004.
150W x 25 DEEP RECESS TO
EXIST 20mm MORTAR BED SUPPLIERS SPECIFICATION.
NEW 60@ BACKING ROD
((e@ @ @ e@'°@ EXISTING HEADSTOCK 300 NEW FIBRE REINFORCED
— EXIST. HD BOLT, UNDER eo ¢ @ e,¢e és EXISTING A.C. TO REMAIN a CONCRETE
NEW GRANOR XJS JOINT
A.C. WATERPROOFING
- | TO Pa Se ee es |
— — — — —_ —_ — —_ _—_
EXISTING GRAVEL TO.REMAIN :
150 150
|_|
300 GLUE, WI IM GEOFABRIC | Loh | se 2 a tr
H- TO MATCH EXISTING
HD BOLT PLAN VIEW ROAD JOINT SECTION F - F (ALL PIERS ro | | 50 FOOTPATH (170mm NOM)
Et
oo 1050
Zs
4:20 UNREDUCED AT A3 PIERS 1,2 &3 SIMILAR OPPOSITE HAND [| ° a NOM TO CLEAR PILECAP UNDERNEATH. BONDING AGENT
4:10 UNREDUCED AT A1 PIERS 4 SIMILAR EXCEPT BEARING UNDER BOTH SIDES OF PAD
1:20 UNREDUCED AT A3
NO 1:10 UNREDUCED AT At FOOTPATH PAVEMENT DRAINAGE _ |
TES: * CHECK GAP WIDTH BY SITE MEASUREMENT EXISTING DECK UNITS
BEFORE ORDERING MATERIALS.
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 2/208 OD uPVC SCUPPERS IN GROUT * CHECK GAP WIDTH BY SITE MEASUREMENT
SHALL MAKE PROVISION FOR THIS BY EITHER CONFIRMING LOCAL TIDE LEVELS JOINTS BETWEEN DECK UNITS. jeee e e ~\\ BEFORE ORDERING MATERIALS.
BY SURVEY, AND / OR CONTINGENCY PLANS. ENSURE 300 MIN ieee e e EXISTING HEADSTOCK
THE NOMINATED FLOOD LEVELS ARE TAKEN FROM FLOOD IMPACT STUDY CLEARANCE
PREPARED BY ARUP - REFER MUNNA POINT BRIDGE REMEDIATION WORKS -
CLEAN OUT BOLT RECESS, CHECK
BRIDGE DESIGN REPORT, REV C. 10TH OCTOBER 2011. BOLT TENSION AND CONDITION, MAKE
REFER TO DRAWINGS NO01 - NO04 FOR PROJECT SPECIFIC NOTES GOOD IF NECESSARY AND THEN SEAL OOTPATH JOINT SECTION G - G (ALL PIERS
F
POCKET WITH SILICONE "PARCHEM
ROAD SEAL SL" 1:20 UNREDUCED AT A3
1:10 UNREDUCED AT At
COPYRIGHT © Associated Consultants Client TOD = Drawn Verified Project Drawing Title
This drawing is subject to £ CONST P COOKE C DOWDING BRIDGE REMEDIAL WORKS - REFERENCE |DECK REPAIRS - JOINTS,
copyright in accordance with the
agreement between Tod Designed Verified
Consulting pty Itd (tc) and tc's C DOWDING MAY 2014 DESIGN - MUNNA POINT, NOOSA WATERPROOFING AND Drawing Number
client. This drawing shall only be consulting engineers Approved RPEQ No RDP SCUPPERS 02600 -S012
used for this specific project.
Cc 5.9.14 AMENDED AS CLOUDED NV Noosa: 07 5449 9600 OWDING 8339 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
This drawing shall not be used B 02.7.14 ISSUED FOR TENDER PC Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337 SigGfe ) 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 A 26.6.14 ISSUED FOR REVIEW PC [email protected] www todconsulting.com 7220.10.14 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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