Council archive · source document
RAL20 0017 Approved Plans · MCU22/0003
Plans and drawings: the text below has words only, no drawings.
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Original PDF page 19, section 1. The text section number identifies this passage in the reader.
31 44
SL82 MESH
9 . .1
1
11 19
RP BDY
50mm (+/- 5mm)
L S1
FS N
TOP COVER N32 CONCRETE
1m 3m 3m 0.65m
5% 3% -3%
175
DESIGN LINE SETOUT - ACCESS DRIVEWAY (MA01) 80 R.L.118.00
67 41
*
100
POINT CHAINAGE EASTING NORTHING LEVEL BEARING RAD/SPIRAL A.LENGTH D.ANGLE
9 . .3
9
11 19
RP BDY
L S1
IP 1 0.000 491533.540 7076083.520 121.077
FS N
TC 4.545 491538.067 7076083.121 121.350 1m 3m 3m 0.65m
IP 2 7.834 491541.467 7076082.821 121.380 R = 10.000 6.578 5% 3%
WATERPROOF -3%
CT 11.123 491543.974 7076080.505 121.407 100 DEEP CBR 45
MEMBRANE SUBGRADE TO BE
IP 3 86.981 491599.693 7076029.029 119.055
SUB-BASE COURSE COMPACTED TO 98% 70 R.L.118.00
GRAVEL COMPACTED RDD STANDARD AND
3
61
. TO 95% RDD MODIFIED PROOF ROLLED. 7
9.
04
APPROVED PLAN
RP BDY
11
0.
12
S
N
TYPICAL CONCRETE PAVEMENT DETAIL L
FS 3m
RAL20/0017 & OPW20/0144
1m 3.055m 0.65m
1:20 @ A3
5% 3%
NOOSA COUNCIL
-3%
HI CH.11.727 RL.121.408
IP CH.12.671 RL.121.424
IP CH.3.3 RL.121.339
IP CH.1.8 RL.121.302
3 December 2020
IP CH.34.366 RL.120.99
PROPOSED LOT 1/2 BDY
60 R.L.118.00
CH. 7.662
58
RP BDY
. 10mm 'ABELFLEX' MASTIC
9
5
9.
41
RP BDY
11
SEALANT OR APPROVED 0.
12
S
CH. 43.689
N
EQUIVALENT FOR FULL DEPTH L
1m 4.5m FS 3m 0.65m
PROPOSED LOT 2/3 BDY
ROCK
SL82 MESH 50mm (+/- 5mm) RETAINING
450mm LONG (OR APPROVED 5% 3%
TOP COVER. STOP MESH -3% WALL
INVERT OF EACH SIDE OF JOINT. EQUIVALENT PROPRIETARY
REINFORCED
PRODUCT)
CH. 86.981
EXISTING KERB CONCRETE
AND CHANNEL PAVEMENT
50 R.L.118.00
175
3
35
3
0.
78
12
0.
RP BDY
12
S
N
L
1m 4.5m FS 3m 0.65m
5% 3% -3%
DOWELS SOCKETS
AND STAKE TO
MANUFACTURERS 40 R.L.119.00
SPECIFICATIONS
8
78
7
0.
7
.0
12
RP BDY
CONSTRUCTION JOINT - CJ 1
12
S
N
L
AT 15m MAX CTS 1m 4.121m FS 3m 0.65m ROCK
HORIZ CURVE DATA R10m
1:20 @ A3 5%
RETAINING
3% -3%
2.5% WALL
VERTICAL GEOMETRY GRADE 12.5% 0.904% -2% -3.678%
VERTICAL GRADE LENGTH 1.8m 9.371m 21.695m 52.614m
1.5m
VERTICAL CURVE LENGTH VC5m VC8.39m 30 R.L.119.00
VERTICAL CURVE RADIUS
27 75
R172m R500m
SAW CUT SLAB 3mm WIDE x 1 4
1. .1
7
12 21
RP BDY
L S1
SL82 MESH SLAB DEPTH WITHIN 6-12 HOURS
DATUM RL113.0
FS N
50mm (+/- 5mm) OF POUR. FILL SAW CUT WITH 1m 3m 3m
CUT TOP COVER APPROVED SEALANT.
VOLUMES 1 0 0 0 0 5% 3% -3% 1 in -4
FILL 17 56 91 57 9
R.L.120.00
121.077
121.302
121.339
121.350
121.401
121.407
121.408
121.406
121.374
121.277
121.074
120.972
120.836
120.783
120.047
119.311
119.055
20
175
DESIGN CONTROL LINE
1
40
1.
.4
12
1
12
S
121.071
121.104
121.196
121.215
121.235
121.251
121.250
121.187
120.984
120.882
120.746
120.693
119.957
119.221
EDGE OF
N
L
1m 3.082m FS 6.899m 1m
CONCRETE RIGHT
5% 3% -3% 0.56%
121.511
121.513
121.493
121.497
121.498
121.495
121.464
121.367
121.199
121.107
120.971
120.918
120.139
119.401
EDGE OF
CUT OUT EVERY
CONCRETE LEFT 10 R.L.120.00
SECOND WIRE
REINFORCED
61
DIRECTLY UNDER
121.077
121.216
121.216
121.235
121.402
121.386
121.375
121.358
121.308
121.175
120.781
120.599
120.415
120.353
119.613
119.144
118.955
SAWN JOINT - CJ
2
CONCRETE 4
1.
EXISTING SURFACE JOINT AND DEPRESS 35
12
PAVEMENT 1.
AT 5m MAX CTS 12
S
N
FABRIC LOCALLY L
1:20 @ A3
5.88m FS 8.158m 1m
10.171
11.123
11.727
12.671
15.171
20.000
30.171
34.366
38.562
40.000
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