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4
SL82 MESH 14
9.
1
RP BDY
11
31
50mm (+/- 5mm)
9.
S
11
N
TOP COVER N32 CONCRETE
L
FS
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
MEMBRANE 100 DEEP CBR 45 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
04 13
TO 95% RDD MODIFIED
0. .6
PROOF ROLLED.
7
12 19
RP BDY
L S1
FS N
TYPICAL CONCRETE PAVEMENT DETAIL 1m 3.055m 3m 0.65m
1:20 @ A3
HI CH.11.727 RL.121.408 5% 3% -3%
IP CH.12.671 RL.121.424
IP CH.3.3 RL.121.339
IP CH.1.8 RL.121.302
IP CH.34.366 RL.120.99
PROPOSED LOT 1/2 BDY
60 R.L.118.00
CH. 7.662
5 8
RP BDY
10mm 'ABELFLEX' MASTIC 9.9
5
11
41
RP BDY
SEALANT OR APPROVED
0.
S
12
N
CH. 43.689
EQUIVALENT FOR FULL DEPTH
L
1m 4.5m 3m 0.65m
FS
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
78 53
0. .3
3
12 20
RP BDY
L S1
FS N
1m 4.5m 3m 0.65m
5% 3% -3%
DOWELS SOCKETS
AND STAKE TO
MANUFACTURERS 40 R.L.119.00
SPECIFICATIONS
07 88
1. .7
7
12 20
RP BDY
CONSTRUCTION JOINT - CJ
L S1
FS N
AT 15m MAX CTS 1m 4.121m 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
4 01
1. .4
12 21
L S1
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
FS N
1m 3.082m 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
35 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
1. .2
CONCRETE
4
12 21
EXISTING SURFACE JOINT AND DEPRESS
L S1
AT 5m MAX CTS PAVEMENT
FS N
FABRIC LOCALLY
5.88m 8.158m 1m
1:20 @ A3
10.171
11.123
11.727
12.671
15.171
20.000
30.171
34.366
38.562
40.000
60.000
80.000
86.981
5%
0.000
1.800
3.300
4.545
CHAINAGE 2.6% -3% -2.22%
5 R.L.120.00
ACCESS DRIVEWAY (MA01) LONGITUDINAL SECTION
ACCESS DRIVEWAY (MA01) CROSS SECTIONS
1:500 (HORIZONTAL), 1:50 (VERTICAL) @ A3
1:200 @ A3
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD SCALE APPROVED 2023
A 05-06-20 ORIGINAL ISSUE AD CL
DATUM AHD SHEET: 9 OF ..
0 5.0 10 15 20 25m
DESIGN AD ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN AD Director: CAMERON LANDRETH
SCALE 1:500 A3
DESIGN CHECK CL (RPEQ 19358) 07 5443 8285
R09 A
[email protected] www.barlowshelley.com.au
This drawing is not to be copied or amended without written permission from
DATE JUNE 2020 Barlow Shelley Consulting Engineers PO Box 899, Maroochydore,4558 ABN 89 215 591 077
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