Council archive · source document
Plans · MCU19/0055
Plans and drawings: the text below has words only, no drawings.
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Original PDF page 20, section 1. The text section number identifies this passage in the reader.
CROSSOVER IN ACCORDANCE WITH
IPWEA STANDARD DRAWING RS-049 500
500
3000
pacific a
venue
.21
41 1.16 9
4 1.2
4
40
.88
40
.65 PAVEMENT DETAILS
SCJ
68
SCJ
1500
.0
41
DCJ
KERB &
CHANNE
FOOTPATH TRANSITIONS AS REQURED &
0
L
3
.79
.1
525RCP
39
41
A IN ACCORDANCE WITH IPWEA STANDARD
.29 PP
41 E 1-04 DRAWING RS-065 .70
OL 39
NH .20
0
41
5
MA .13
.1
40.8
SW 41
41
Concret
e
DCJ
DCJ
.61
39
.6
40
Bitumen
SCJ .72
39 REW
O LE
.72 NH SC
.4
39 MA 5
40
SW .5
39 ut
100mm SLAB .68
39 REW
Sh
ted
SL82 MESH .91 3000 SC
LE - R
us
.2
40 IT O le
NHsib
40
30mm TOP COVER T E LE
P
WM Bitumen .71 MAces
39 WERInac
SE
N25 CONCRETE 126°0'
40
.47
12.537 39
0
9
.4
40
142°0
' .43
12.5 S 39
37
.8
39
.59
39
.56
39
40
.35
.5
39
50
.57
39
.54
'
30
39
2°
6
83
3
39. .5
18
39 NEW CROSSOVER IN ACCORDANCE WITH IPWEA STANDARD
7.3
CP DRAWING RS-049. NOTE, THE EXISTING BREAKOUT WAS
39
72
SP
19 NOT CONSTRUCTED IN ACCORDANCE WITH THIS DRAWING
AND SHOULD BE DEMOLISHED. SOME REINSTATEMENT OF
36°35'30"
.52
19.568
39 .53
39
1500 THE KERB SHALL BE REQUIRED.
CONCRETE PAVEMENT DETAILS
Bitumen
UNIT B
.24
FFL 40.600 39
500
1. MINIMUM SLAB THICKNESS REQUIRED FOR THIS
LOADING IS 100mm. SCJ
60
98
10
2. CONCRETE TO HAVE A COMPRESSIVE STRENGTH OF NOT UNIT A .4
10
.3
.2
39
DCJ
39
.5
REFER NOTE*
39
3000
39.4
39
SCJ
40.2
LESS THAN 25MPa AFTER 28 DAYS. FFL 40.000
39
B
.7
3700
3. SLAB TO BE REINFORCED WITH MIN SL82 SLAB MESH OR
00
1-04 SCJ
EQUIVALENT. .18 500
50
39
.9
4. THE MAXIMUM JOINT SPACING TO BE NOT MORE THAN
39
6000mm, OR AS SHOWN.
39.2
5. REINFORCEMENT SHOULD BE LOCATED IN THE TOP HALF
39.NEL
KERB & CHAN 2
OF THE SLAB WITH A MIN COVER OF 30mm, BUT NOT
hill street
215°0'
9.382
LOWER THAN MID DEPTH OF THE SLAB, AND SHOULD BE
39.8 .41
SUPPORTED BY BAR CHAIRS AT MAX 1000mm CRS. 29.035 39
6. ALL FABRIC TO BE LAPPED AND IS NOT TO BE 304°52'
CONTINUOUS THROUGH THE CONTROL JOINTS. 39
.44
7. WHERE THE SLAB SURROUNDS ANOTHER STRUCTURE 94
5 66
94
SUCH AS A DRAINAGE PIT OF HAS A RE-ENTRANT RP
CORNER, USE 2/N12 BARS TIES TO THE SLAB MESH 39
.46
ACROSS THE CORNER. BARS TO BE A MIN 600mm LONG. 100mm SLAB
8. CONTROL JOINTS MAY BE CONSTRUCTED BY FORMWORK SL82 MESH
BETWEEN CONCRETE POURS OR BY SCORING THE 30mm TOP COVER
CONCRETE WITH A SUITABLE TOOL OR BY INSERTING A N25 CONCRETE
CRACK INDUCING DEVICE. THE LATTER TWO FORMS OR
* NOTE, THE UNIT A DRIVEWAY
CREATING A JOINT ARE TO BE DONE WHILST THE WIDTH AT THE BOUNDARY IS TO
CONCRETE IS PLASTIC OF "GREEN". BE INCREASED TO A MINIMUM
9. THE SUB-BASE MATERIAL SHOULD BE A WELL-GRADED 3700mm TO ENSURE VEHICLE
GRANULAR MATERIAL SUCH AS SAND, GRAVEL OR
CRUSHED ROCK, WITH A MAX PARTICLE SIZE NOT MORE ACCESS IS ACHIEVED.
THAT ONE-THIRD OF THE SUB-BASE LAYER THICKNESS,
(75mm MIN).
CERTIFIED BY: DRAWING ISSUE: DRAWING TITLE: SCALE & SHEET SIZE: SHEET No.:
CLIENT: Andy & Pamela Pannifex
Unit 7 "Kuluin Village South" C.Hoger RPEQ (15346) A
Proposed Dual Occupancy at
CROSSOVER & DRIVEWAY 1:200 - A3 1-02
1 Indiana Pl, Kuluin, Q, 4558. PROJECT:
Email: [email protected] DESIGNED BY: DRAWN BY: JOB No.: DATE:
www.structures.net.au
Lot 93 (RP94566), No. 27 Hill Street
C.H. C.H. 12727 29.04.2019
Sunshine Beach QLD 4567
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