23 426870 Camden Standard Landscape Details - August 2023 - Flipbook - Page 35
NOTES:
VERTICAL EXPANSION JOINTS TO BE INSTALLED MINIMUM EVERY 6m.
CONFIRM EXPANSION JOINT TYPE WITH COUNCIL PROJECT MANAGER.
NOTES:
VERTICAL EXPANSION JOINTS TO BE INSTALLED MINIMUM EVERY 6m.
CONFIRM EXPANSION JOINT TYPE WITH COUNCIL PROJECT MANAGER.
ADJACENT SURFACE FINISHED BELOW TOP OF
CONCRETE WITH SPOON TO BACK OF WALL
32MPa CONCRETE EDGE TO PAVEMENT. 25mm CHAMFER
TO TOP EDGE ALL ROUND. REFER WALL DETAILS
25
20
VARIES
400 MAX.
CONCRETE SLAB WITH 20mm REBATE TO
ACCOMMODATE WALL SETDOWN
25
SEALANT AND BACKING ROD
25
25
THICKEND EDGE OF SLAB WITH STARTER
BARS FOR WALL FORM WORK
SUB-GRADE UNDER PAVEMENT
COMPACTED TO 98% CBR4
R10 STIRRUPS AT 200MM CENTRES WITH 50MM COVER.
2x N12 BARS SPACED EVENLY TO EACH FACE. LAP BARS
MIN 420mm AT SPLICES
200 - 300
400
200 - 300
400
100mm AG LINE IN FILTER FABRIC AND DRAINAGE MATERIAL.
REFER LANDSCAPE PLANS FOR LOCATION
EXISTING SUBGRADE
UNDER TURF
NCRETE EDGE
EXISTING SUBGRADE
UNDER TURF
PE CONCRETE PAVEMENT WITH CONCRETE EDGE
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 - PE - S1
STATUS
DRAFT
REVISION
A
