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Expansion Joint Lock Joint Details

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Expansion Joint Lock Joint Details REFER TO NOTE 2\ /cccrnrn,on' REFER TD NOTE J REFER TO NOTE 2 I I EXPANSION JOINTS (EJ) EXPANSION JOINTS [EJI ' CONTRACTION JOINTS [CJ) / CONTRACTION JOINTS [CJ) / 0 1sG~G----I-,.___ L- EJ [J [J [J CJ EJ [J [J CJ [J E 1 ~ 2Soo [J u 'q, < [J [J 2 2 5 I I ,. Sm • I I I : m • 11v~---~4~0m~------------•-i [J CRACK CONTROL CUTS, TWO THIRDS THE DEPTH OF KERB, [UT EVERY AL TERNA TE 2500 - FOOTPATH JOINTING LAYOUT PLAN SHARED PATH JOINTING LAYOUT PLAN AND FINISHED OFF WITH A GROOVE TOOL EJ~----1 N.T.S. N T S ~--...,iEJ p EXPANSION JOINTS 10mm WIDE. CUT THROUGH THE KERB EVERY ALTER NA TE 2500, AT TANGENT e======I CJ POINTS AND AT SIDES OF ROAD GULLIES NOT r LESS THAN 24 HOURS AFTER PLACEMENT PLAN - KERB EXPANSION JOINT N T.S. 10mm WIDE APPROVED BUTYL MASTIC 10 MIN. REFER TO~ EXPANSION 10mm THICK BITUMEN IMP REGN A TED BITUMEN IMPREGNATED FIBRE-7~-----LI/ JOINT DETAIL - / FIBREBOARD AT CENTRE. REFER NOTE J BOARD [[ANITE TYPE OR EQUIVALENT) TO FULL DEPTH -r- / -1\ TWO THIRDS CUT FOR CRACK CONTROL \ ir I\ <i> ' / / SECTION A N.T.S. EXPANSION JOINT EXPANSION JOINT DETAIL SCALE 110 SCALE 14 Ti! KERB [UT TWO THIRDS DEEP, 10mm WIDE & FILLED WITH 20mm MINIMUM DEPTH OF BUTYL MASTIC KERB EXPANSION JOINT DETAIL N.T.S FULL DEPTH FLEXIBLE POLYETHYLENE FOAM EXPANSION JOINT ADJACENT TD BROOMED FINISH NOTES: RETAINING WALL. MINIMUM WIDTH 10mm mm LOCK TYPE JOINT [TYPICAL) PERPENDICULAR CONTRACTIONrn\ l ALL FOOTPATHS TO BE A MINIMUM 1.5m WIDE AND ALL SHARED PATHS TO TO PA TH ALIGNMENT JOINT DETAIL ✓ LOCK TYPE JOINT 5 MIN. REFER TO NOTE 2 [TYPICAL) BE A MINIMUM 2.5m WIDE UNLESS ADVISED OTHERWISE BY THE CITY -"---'--""'----••-+1F'~-----1 +1••- / \ 2 CONTRACTION JOINTS TO BE LOCK JOINT TYPE OR AS OTHERWISE ' APPROVED BY THE CITY. E I E I > = > \ _....i'>o----___ CONCRETE PA TH ~ I 3. EXPANSION JOINTS TO BE PLACED AT 40m INTERVALS, TANGENT POINTS, .. ' c ',, ; /> ·, _,, / CHANGE OF DIRECTION, END OF DAY WORKS AND AROUND ALL SERVICES '-- - ~ ____,,,/ ,\> ~ AND WHERE THE PATH JOINS KERB RAMPS AND VEHICLE CROSSINGS 10 MIN. _. II ,. •~CLEAN FILL COMPACTED 4. CONCRETE TO ACHIEVE A MINIMUM 25MPa COMPRESSIVE STRENGTH AT 28 DAYS. A MINIMUM NOMINAL SIZE AGGREGATE OF 14mm, A MAXIMUM OF 20mm AND A SLUMP OF 75mm. CONTRACTION JOINT CONTRACTION JOINT DETAIL EXPANSION JOINT DETAIL - RETAINING WALL/PATH 5. FOOTPATH THICKNESS TO BE 100mm MINIMUM. SCALE 110 SCALE 14 SCALE 120 [Al) 6 KERB ALIGNED PATH JOINTS TO MATCH KERB JOINTS - WHERE POSSIBLE 7. REFER TO STANDARD DRAWING NUMBER STD-R07 FOR TYPICAL FOOTPATH □ ET AILS AND DRAWING NUMBER STD-R04 FOR TYPICAL PEDESTRIAN RAMP □ ET AILS AS SOCIA TE CONSULT ANT PROJECT SCALE DRAWING TITLE AS SHOWN (A1) STANDARD DETAILS DESIGN [HECK STANDARD DETAILS E 06/19 REVIEW COMPLETED &DRAFTING AMENDMENTS MADE JM R.N EXPANSION JOINT & LOCK JOINT DETAILS s.s EXPANSION JOINT & £c ity of DRAWN DATE / D 05/17 KERB EXPANSION JOINT DETAILS & SECTION ADDED JM LOCK JOINT DETAILS PHONE [08) 9439 0200 ADDRESS Cnr Gilmore Avenue and J.M 05 17 C 07 /16 EXPANSION JOINT TYPES & SPACING INTERVALS AMENDED JM AUTHORISED !MANAGER ENGINEERING SERVICES! Kw1nana Sulphur Road, FILE NO. 09/12 CITY OF KWINANA LOGO ADDED FAX [08) 9439 0222 ENG03 B J M Kwinana WA 6167 EMAIL ad mi n@lkwin ana. w a.gov. au DRAWING NUMBER REVISION A 04/09 ADOPTED BY TOWN OF KWINANA VK ~ WEB, http// www .k wi nana. w a. gov .au STD-ROS REV DATE DESCRIPTION DRAWN R.NAJAFZADEH E .
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