23 426870 Camden Standard Landscape Details - August 2023 - Flipbook - Page 15
1.
2.
LUMP.
TION.
AGE IS ADEQUATE, A LESSER
FOOTPATH SHALL REQUIRE THE
3.
4.
5.
6.
7.
ND CAPPED OR TAPED.
NG CONCRETE.
LY FOR AT LEAST 3 DAYS UNDER
8.
9.
10.
11.
12.
13.
125mm THICK, 32MPa CONCRETE FOOTPATH, NATURAL
GREY, LIGHT BROOM FINISH, BROOM FINISH OVER
EDGE OF CONCRETE, CONCRETE EDGE PENCIL ROUND
12
12mm EXPANSION JOINT FOR THE FULL
DEPTH AT 15m CTRS GAP FILLED WITH
COMPRESSIBLE JOINT FILLER
14.
BACKFILL DISTURBED AREA WITH TOPSOIL,
SMOOTH BATTER TO EXISTING LEVELS.
NOTE: TURF MAY BE REQUIRED AT COUNCIL
DISCRETION FOR LARGE DISTURBED AREAS
175mm THICK, 32MPa, VEHICULAR GRADE CONCRETE
FOOTPATH, NATURAL GREY, LIGHT BROOM FINISH,
BROOM FINISH OVER EDGE OF CONCRETE, CONCRETE
EDGE PENCIL ROUND. REFER SPECIFICATIONS
175
175
CROSSFALL 1%-2.5%
SL72 MESH ON CHAIRS AND BASES 40mm COVER
50
50
125
CROSSFALL 1%_2.5%
SUB-GRADE COMPACTED TO
98% CBR4
Ø20mm SMOOTH GALVANISED
DOWELS, 600mm LONG (TYPICAL) AT
400 c/c. REFER NOTE 7
50mm APPROVED FINE, GRANULAR MATERIAL
CRETE SHARED BICYCLE & FOOTPATH
YPICAL
CROSSING LOCATIONS AND WIDTHS TO CONFORM WITH APPROVED PLANS AND SWEPT PATHS OF THE LARGEST DESIGN
VEHICLE ACCESSING THE SITE.
DUMMY / KEY JOINTS OF APPROVED PROPRIETARY DESIGN SHALL BE PREPARED AS FOLLOWS:
- IF WIDTH IS 6m-9m: SINGLE CENTRAL JOINT
- IF WIDTH IS GREATER THAN 9m: TWO JOINTS EQUALLY SPACED
MEDIUM DENSITY VEHICULAR FOOTWAY CROSSINGS SHALL BE MINIMUM 175mm THICK CONCRETE, REINFORCED WITH SL
82 MESH ON CHAIRS AND BASES, 40mm COVER.
THE CONCRETE SHALL BE PLACED ON A 50mm LAYER OF APPROVED FINE, GRANULAR MATERIAL, EXCEPT UNDER THE
KERB AND GUTTER LINE WHERE THIS SECTION SHALL BE PLACED ON A MINIMUM 175mm COMPACTED LAYER OF D.G.B 20.
INSTALL TRIP STOP (IF REQUIRED IN ACCORDANCE WITH MANUFACTURE'S SPECIFICATION.
MINIMUM WIDTH OF ENTRY AT KERB LINE SHALL BE 3m PLUS WINGS.
MAXIMUM WIDTH OF ENTRY AT KERB LINE IS SUBJECT TO TRAFFIC REGULATIONS, POLICY AND STANDARDS FOR TRAFFIC
GENERATING DEVELOPMENTS.
EXISTING CONCRETE FOOTPATH SHALL BE SAW CUT EITHER SIDE OF THE CROSSING AND WHERE NECESSARY
RECONSTRUCTED IN CONJUNCTION WITH THE CROSSING.
CONCRETE SHALL HAVE A 28 DAY STRENGTH (F'c) OF 32MPa AND A SLUMP OF 80mm.
ANY VARIATIONS TO STANDARD CROSSFALL 1%-2.5% ON FOOTPATH SHALL HAVE THE PRIOR APPROVAL OF COUNCIL.
CONCRETE SHALL HAVE A LIGHT BROOM FINISH.
ALL DIMENSIONS ARE SHOWN IN MILLIMETERS UNLESS SHOWN OTHERWISE.
SPECIFIC STRUCTURAL DESIGN MAY BE REQUIRED WHERE THE DESIGN VEHICLE HAS A GROSS VEHICLE MASS GREATER
THAN 10 TONNES.
REFER AS 2890 FOR DETAIL DESIGN CONSIDERATIONS.
225
BEDDING LAYER ON SUITABLE
CCORDANCE WITH COUNCIL`S
ANNING PARTNERSHIP (WSPP)
PC REINFORCED CONCRETE PATH 175mm THICK VEHICULAR GRADE
1.3
1:10 @ A1
SECTION - TYPICAL
1:10 @ A1
DRAFT
NOTES
1.
2.
3.
4.
SCALE
SHOWN AS PER DETAILS @ A1
DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY.
ALL SERVICES ARE SHOWN AT APPROXIMATE LOCATION ONLY. ALL SERVICES TO BE CHECKED FOR
LOCATION AND DEPTH PRIOR TO COMMENCEMENT OF WORKS. LOCATION OF PRIVATE SERVICE
FACILITIES IS NOT SHOWN. LOCATE AND ADJUST TO SUIT NEW WORKS.
THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL RELEVANT CONTRACTS, SPECIFICATIONS,
REPORTS AND DRAWINGS. IF THERE IS ANY CONFLICTING INFORMATION WITHIN ALL RELEVANT
CONTRACTS, SPECIFICATIONS, REPORTS AND DRAWINGS SEEK IMMEDIATE CLARIFICATION FROM
SUPERINTENDENT BEFORE PROCEEDING.
CONFIRM ALL DIMENSIONS AND LEVELS ON SITE PRIOR TO COMMENCEMENT OF WORK
THESE DESIGNS PLANS AND SPECIFICATIONS AND THE COPYRIGHT THEREIN ARE THE PROPERTY OF
CAMDEN COUNCIL AND MUST NOT BE USED, REPRODUCED OR COPIED, WHOLLY OR IN PART OR
TRANSMITTED IN ANY FORM OR BY ANY MEANS WITHOUT THE EXPRESS WRITTEN PERMISSION OF
CAMDEN COUNCIL.
SHEET No.
HS - PC - S1
STATUS
DRAFT
REVISION
A
