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Approved Plans - MCU19-0055 & OPW19-0115 · MCU19/0055
Plans and drawings: the text below has words only, no drawings.
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Original PDF page 8, 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 NEW KERB RAMP IN ACCORDANCE WITH IPWEA STANDARD
venue DRAWING RS-090. NOTE, THE EXISTING KERB RAMP WAS
FOOTPATH TRANSITION AS REQURED & IN 1200 NOT CONSTRUCTED IN ACCORDANCE WITH THIS DRAWING
ACCORDANCE WITH IPWEA STANDARD
DRAWING RS-065
.21
41 1.16 9
4 1.2
4
SCJ
40
.88
40
.65 1200
1200 AND SHOULD BE DEMOLISHED. SOME REINSTATEMENT OF
THE KERB SHALL BE REQUIRED.
PAVEMENT DETAILS
SCJ
68
SCJ
1500
.0
SCJ
41
DCJ 1200
S CJ
SCJ
SCJ KERB &
CHANNE
SCJ
0
L
3
.79
.1
525RCP
39
41
A SCJ
.29 PP
41 E
OL
1-04 39
.70
EXISTING BITUMEN PATHWAY TO BE DEMOLISHED AND
NH .20
0
41
5
MA .13
ALL PATHWAYS
.1
40.8
SW 41 NEW CONCRETE PATHWAY TO BE CONSTRUCTED IN
41
Concret
e SCJ 100mm SLAB ACCORDANCE WITH IPWEA STANDARD DRAWING RS-065.
DCJ
2000
SL72 MESH
DCJ
.61
30mm TOP COVER 39
.6
SCJ
40
SCJ
SCJ
SCJ N32 CONCRETE .72
39 REW
SCJ
LE
DCJ NON-SLIP CONCRETE .72 NH
O SC
S4 CJ
0.4
39 MA 5
SW .5
SCJ
39
100mm SLAB TO AS1428.1 .68 Sh
ut
DCJ
39 REW ted
SL82 MESH 3000 SC
LE - R
us
SCJ
.91
.2
40 IT O le
NHsib
40
SCJ
30mm TOP COVER E LE
P
WM .71 MAces
39 WERInac
SCJ
T
SE
N25 CONCRETE
SCJ
126°0'
40
.47
12.537 39
0
9
SCJ
.4
40
J
SC
142°0
' .43
12.5 S 39
37
J
DC
J
.8
SC
39
.59
39
J
SC
40
.35
.5
39
50
.54
'
30
SCJ
39
2°
6
83
39.
18
NEW CROSSOVER IN ACCORDANCE WITH IPWEA STANDARD
7.3
CP DRAWING RS-049. NOTE, THE EXISTING BREAKOUT WAS
39
SP
19
72
SCJ NOT CONSTRUCTED IN ACCORDANCE WITH THIS DRAWING
CONCRETE DRIVEWAY AND SHOULD BE DEMOLISHED. SOME REINSTATEMENT OF
36°35'30"
19.568
.53
39
1500 THE KERB SHALL BE REQUIRED.
PAVEMENT DETAILS SCJ
UNIT B
.24
FFL 40.600 39
500
1. MINIMUM SLAB THICKNESS REQUIRED FOR THIS DCJ
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
SCJ
REFER NOTE*
39
39.4
3000
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
DCJ
.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 SCJ
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 SCJ
SUPPORTED BY BAR CHAIRS AT MAX 1000mm CRS. 29.035
6. ALL FABRIC TO BE LAPPED AND IS NOT TO BE 304°52'
CONTINUOUS THROUGH THE CONTROL JOINTS.
7. WHERE THE SLAB SURROUNDS ANOTHER STRUCTURE 94 6
SCJ
94
56 -
SUCH AS A DRAINAGE PIT OF HAS A RE-ENTRANT
APPROVED PLANS
RP
CORNER, USE 2/N12 BARS TIES TO THE SLAB MESH
DCJ
MCU19/0055 &
ACROSS THE CORNER. BARS TO BE A MIN 600mm LONG. 100mm SLAB
8. CONTROL JOINTS MAY BE CONSTRUCTED BY FORMWORK * NOTE, THE UNIT A DRIVEWAY SL82 MESH 1000
BETWEEN CONCRETE POURS OR BY SCORING THE
CONCRETE WITH A SUITABLE TOOL OR BY INSERTING A
WIDTH AT THE BOUNDARY IS TO 30mm TOP COVER
N25 CONCRETE
OPW19/0155
BE INCREASED TO A MINIMUM
CRACK INDUCING DEVICE. THE LATTER TWO FORMS OR
3700mm TO ENSURE VEHICLE NOOSA COUNCIL
CREATING A JOINT ARE TO BE DONE WHILST THE
CONCRETE IS PLASTIC OF "GREEN". ACCESS IS ACHIEVED. 16 JULY 2019
9. THE SUB-BASE MATERIAL SHOULD BE A WELL-GRADED -
GRANULAR MATERIAL SUCH AS SAND, GRAVEL OR
CRUSHED ROCK, WITH A MAX PARTICLE SIZE NOT MORE
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) C
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 04.07.2019
Sunshine Beach QLD 4567
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