23 426870 Camden Standard Landscape Details - August 2023 - Flipbook - Page 14
5.
6.
7.
8.
9.
10.
11.
12.
100mm THICK, 32MPa CONCRETE FOOTPATH, NATURAL
GREY, LIGHT BROOM FINISH, BROOM FINISH OVER
EDGE OF CONCRETE, CONCRETE EDGE PENCIL ROUND
SL 72 MESH 40mm TOP COVER
SAW CUT OR FORMED JOINTS AT
900mm INTERVALS
3-5
BACKFILL DISTURBED AREA WITH TOPSOIL,
SMOOTH BATTER TO EXISTING LEVELS.
NOTE: TURF MAY BE REQUIRED AT COUNCIL
DISCRETION FOR LARGE DISTURBED AREAS
SL72 MESH 40mm TOP COVER
12mm EXPANSION JOINT AT 9m
CTRS GAP FILLED WITH
COMPRESSIBLE JOINT FILLER
12
SAW CUT OR FORMED JOINTS AT 900mm INTERVALS
BACKFILL DISTURBED AREA WITH TOPSOIL,
SMOOTH BATTER TO EXISTING LEVELS.
NOTE: TURF MAY BE REQUIRED AT COUNCIL
DISCRETION FOR LARGE DISTURBED AREAS
CROSSFALL 1%-2.5%
3-5
30
6.
7.
8.
9.
10.
11.
12.
2.
3.
4.
FOOTPATH PAVING TO BE 125mm THICK LAID ON A MINIMUM 50mm THICK GRANULAR B
COMPACTED SUBGRADE. AT VEHICLE CROSSING THE PAVING TO BE THICKENED IN AC
DRIVEWAY STANDARD AND SPECIFICATION. REFER TO SD-R10 WESTERN SYDNEY PLA
STANDARD DRAWINGS AND / OR DETAIL XXX
CONCRETE TO BE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 32MPa, 80mm SL
INSTALL TRIP STOP (IF REQUIRED IN ACCORDANCE WITH MANUFACTURE'S SPECIFICAT
THE CROSSDALL ON A SHARED PATH MAY VARY FROM 1% TO 2.5%. PROVIDING DRAINA
CROSSFALL IS PREFERRED (I.E 1%). ANY VARIATIONS TO STANDARD CROSSFALL ON F
PRIOR APPROVAL OF COUNCIL'S ENGINEER.
CONCRETE FINISH TO BE A LIGHT BROOM FINISH.
ALL DOWELS TO BE 600mm LONG WITH 300mm PENETRATION INTO EACH SLAB. ONE EN
ALL DIMENSIONS ARE IN MILLIMETERS UNLESS SHOWN OTHERWISE.
EXPANSION JOINTS TO BE PLACED AT 15m CENTRES.
SAWCUT CONTROL JOINTS 30mm DEEP AT 3m CENTRES WITHIN 24 HOURS OF FINISHIN
CONCRETE PATHS SHALL BE APPROPRIATELY CURED AFTER 24 HOURS CONTINUOUSL
AMBIENT CONDITIONS.
CONCRETE TO BE VIBRATED INTO PLACE TO ACHIEVE COMPACTION.
KEYED JOINTS MAY BE USED FOR EXPANSION JOINTS.
150
3.
4.
5.
50 100
2.
1.
FOOTPATH PAVING TO BE 100mm THICK LAID ON A MINIMUM 50mm THICK GRANULAR BEDDING LAYER ON SUITABLE
COMPACTED SUBGRADE.
AT VEHICLE CROSSING THE PAVING TO BE THICKENED IN ACCORDANCE WITH COUNCIL`S DRIVEWAY STANDARD AND
SPECIFICATION. REFER TO SD-R10 WESTERN SYDNEY PLANNING PARTNERSHIP (WSPP) STANDARD DRAWINGS
CONCRETE TO BE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 32MPa, 80mm SLUMP.
INSTALL TRIP STOP (IF REQUIRED IN ACCORDANCE WITH MANUFACTURE'S SPECIFICATION.
THE CROSSDALL ON A PEDESTRIAN PATH MAY VARY FROM 1% TO 2.5%. PROVIDING DRAINAGE IS ADEQUATE, A LESSER
CROSSFALL IS PREFERRED (I.E 1%). ANY VARIATIONS TO STANDARD CROSSFALL ON FOOTPATH SHALL REQUIRE THE
PRIOR APPROVAL OF COUNCIL'S ENGINEER.
CONCRETE FINISH TO BE A LIGHT BROOM FINISH.
ALL DOWELS TO BE 600MM LONG WITH 300mm PENETRATION INTO EACH SLAB. ONE END CAPPED OR TAPED.
ALL DIMENSIONS ARE IN MILLIMETERS UNLESS SHOWN OTHERWISE.
EXPANSION JOINTS TO BE PLACED AT 9m CENTRES.
FORMED CONTROL JOINTS 25mm DEEP AT 0.9m CENTRES WITHIN 24 HOURS OF FINISHING CONCRETE.
CONCRETE TO BE VIBRATED INTO PLACE TO ACHIEVE COMPACTION.
KEYED JOINTS REQUIRED AT 9m INTERVALS.
25
1.
SUITABLE COMPACTED SUBGRADE
(100% SMDD)
SUITABLE COMPACTED SUBGRADE
(100% SMDD)
Ø16mm GALVANISED DOWELS, 600mm
LONG (TYPICAL). REFER NOTE 7
50mm GRANULAR BEDDING LAYER
50mm GRANULAR BEDDING LAYER
PC REINFORCED CONCRETE FOOTPATH 100mm THICK
PC OFF ROAD REINFORCED CONC
1.1
1.2
SECTION - TYPICAL
1:10 @ A1
REVISION DATE
DESCRIPTION
DRAWN
VERIFIED
APPROVED
A
DRAFT FOR REVIEW
NB
TV
XX
27/10/2022
APPROVALS
125mm THICK
PROJECT
CAMDEN STANDARD DETAILS
TEAM LEADER
RECOMMENDED DATE: 27/10/2022
CAMDEN LGA
SHEET TITLE
PAVEMENT - CONCRETE
SECTION - TY
