Council archive · source document
201343Ow(D) · OPW21/0107
Attached to the e-mail Operational Works Application OPW21/0107 - 7 William St Noosaville - Pivotal Perspective.
Original PDF page 2, section 2. The text section number identifies this passage in the reader.
sub-grade REVISION LIST
Expansion Joint A A
A ORIGINAL ISSUE 20/11/20
SECTION C - C
50
Compacted sand for B REVISED 19/01/21
0.5
Break out concrete
Saw cut and remove a
1450 1200 FOOTPATH NOTES footpath between dummy bedding and backfill.
TO BE CONFIRMED ON-SITE joints. Reinstate in
300mm section of kerb, 250 C REVISED 02/02/21
1. Concrete N25 in accordance with AS 1379 and AS 3600. 6. Concrete footpaths, adjoining existing driveways are to be Side place adaptor then
2. All concrete to be broom finished. transitioned over a minimum 5.0m length. Property accordance with SEQ R-065.
reinstate kerb using N25 SECTION B D REVISED 25/03/21
3. Contraction/expansion joints, 2m MAX spacing. concrete. Not to scale
7. A street opening permit must be obtained from Council, seek
4. Finished surface tolerance to be maximum +6mm relative approval of location and levels prior to excavation.
-0mm 8. All dimensions in millimetres.
to kerb level and crossfall specified.
SECTION B-B 5. Thickness to be increased to 125mm at residential vehicular
crossings. Reinforce with F72 MIN fabric, 50mm top and edge
cover. Provide a contraction or expansion joint at both ends
of thickened section.
LAYBACK KERB ADAPTOR UPRIGHT KERB ADAPTOR
Private Verge Kerb & Channel Street
Property Pavement
TYPICAL FULL HEIGHT KERB ADAPTORS Computer File
201343OW.DWG
Not to scale DRAWING NUMBER SHEET REV.
20-1343-F2 2 D
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