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16-003302-3302(A)
From the archive 16-003302- Proposed Stage 3 Plans.zip, inside Operational Works Application OPW16/0345. File date in the archive: 2016-12-23 11:13.
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A
REVISION
DATE
CHAINAGES
ISSUE DETAILS
CUT (-) / FILL
21.12.16 ORIGINAL ISSUE
DATUM RL 93.0
LHS EDGE LEVEL
RHS EDGE LEVEL
DESIGN SURFACE
EXISTING SURFACE
HORIZONTAL CURVES
0.000 103.181 102.284 102.918 102.647 -0.897
4.000 103.076 102.404 102.828 102.404 -0.672 IP CH 4.000 RL 102.404
6.116 102.995 102.383 102.781 102.461 -0.611
-
-
*
8.616 102.905 102.346 102.725 102.436 -0.559 IP CH 8.616 RL 102.358
EXISTING
STAGE 1A
VC 5.0
11.116 102.852 102.283 102.373 102.373 -0.569
(R250.0)
START OF CONSTRUCTION CH 13.023
INTERSECTION LOOP ROAD RL 102.226
17.563 102.725 102.090 102.180 -0.635
3.0% -1.00% -3.000%
20.000 102.631 102.011 102.101 -0.620
ROAD
IP CH 22.563 RL 101.940 INTERSECTION BOWLING GREEN ACCESS
SURFACE
22.109 102.545 101.933 -0.613
CONCRETE
22.563 102.518 101.915 -0.603 CH 22.557 RL 101.915
VC 10.0
(R500.0)
R6.000
25.369 102.326 101.795 -0.531
27.563 102.167 101.690 -0.477
-5.000%
INTERSECTION BOWLING GREEN ACCESS
3*
37.966 101.415 101.170 101.260 -0.245
CBR
ASSUMED SUBGRADE CBR
40.000 101.268 101.076 101.166 -0.192 CH 37.654 RL 101.185
DocuSign Envelope ID: 69D49415-881C-4D35-BC9B-DE8DA1B3BB93
SUBGRADE
HT
42.966 101.053 100.970 101.060 -0.084 IP CH 42.966 RL 100.920
DRAWN
VC 10.0
(R250.0)
47.966 100.651 100.870 100.960 0.219
BF
DESIGN
-
53.031 99.898 100.819 100.909 0.921
-1.000%
ESA'S
REFER INTERSECTION DETAILS FOR LIP LEVELS
TRAFFIC
58.031 100.233 100.706 100.796 0.473 IP CH 58.031 RL 100.769 INTERSECTION BOWLING GREEN ACCESS
58.761 100.221 100.680 100.770 0.459
DRAWN
DESIGN
VC 10.0
(R200.0)
CH 59.044 RL 100.668
R33.000
60.000 100.201 100.628 100.718 100.718 0.427
60.482 100.193 100.606 100.696 100.696 0.413
-6.000%
63.031 100.153 100.469 100.559 100.559 0.316 IP CH 69.785 RL 100.064
STATUS
64.785 100.133 100.364 100.454 100.454 0.231
APPROVED
VC 10.0
(R250.0)
69.785 100.124 100.114 100.204 -0.011
INTERNAL
INTERSECTION LOOP ROAD
ROAD CLASS
74.785 100.056 99.964 100.054 -0.093
80.000 99.945 99.859 99.949 -0.086 CH 75.956 RL 99.940
-2.000%
ANDREW McPAIL
83.456 99.864 99.790 99.880 -0.074
85.956 99.806 99.748 99.838 -0.058 IP CH 85.956 RL 99.740
88.456 99.789 99.720 99.810 -0.069
VC 5.0
(R416.7)
150
(mm)
CONCRETE
SURFACING
PRELIMINARY PAVEMENT DESIGNS HAVE BEEN BASED ON THE ASSUMED SUBGRADE.
-0.800%
100.000 99.719 99.628 99.718 99.838 -0.091
RPEQ 6921
FOR APPROVAL
PRELIMINARY PAVEMENT DESIGN
101.158 99.706 99.619 99.709 99.829 -0.087
NOT FOR CONSTRUCTION
106.158 99.621 99.549 99.639 99.759 -0.072 IP CH 106.158 RL 99.579
FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
150 (CBR45)
VC 10.0
BASE (mm)
(R418.0)
111.158 99.468 99.419 99.509 99.629 -0.049
-
SCALE
120.000 99.131 99.137 99.227 0.005
-3.192%
(mm)
1:50
1:1000
1:100
1:500
121.344 99.080 99.094 99.184 0.014
SUB-BASE
121.725 99.060 99.082 0.022
1
10
IP CH 126.725 RL 98.922 LP CH 127.145 RL 98.995
ACTUAL PAVEMENT DESIGNS WILL BE BASED ON TEST RESULTS TAKEN AFTER STRIPPING HAS BEEN COMPLETED.
126.725 98.738 98.996 99.086 0.257
LOOP ROAD
5
127.145 98.723 98.995 99.085 0.272
0.5
SCALE VERT 1:100
R-9.890
SCALE HORIZ 1:1000
131.725 98.556 99.057 99.147 0.501
-
0
0
132.502 98.529 99.078 99.168 99.168 0.549
(mm)
IP CH 137.502 RL 99.213 HP CH 137.151 RL 99.141
BLANKET
136.879 98.391 99.140 99.230 0.749
137.151 98.384 99.141 99.231 0.757
VERTICAL
137.465 98.376 99.140 99.230 0.765
HORIZONTAL
LP CH 147.702 RL 98.971
1
2.697% -3.104%
10
IP CH 146.638 RL 98.929
R-15.000
137.502 98.375 99.140 99.230 0.766 INTERSECTION CARAVAN AISLE
VC 10.0 VC 10.0 VC 7.5
140.000 98.314 99.117 99.207 0.803
(R169.8) (R172.4) (R155.1)
300
CH 147.499 RL 98.903
(mm)
142.502 98.259 99.058 99.148 0.799
TOTAL BOX
142.888 98.251 99.046 99.136 0.794
2
20
146.638 98.256 98.975 99.065 0.719
A3
A1
A3
A1
147.270 98.263 See the original
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Section 2
98.972 99.062 0.709
1.732%
147.702 98.268 98.971 99.061 0.703
150.388 98.300 98.994 99.084 0.694
160.000 98.390 99.161 99.251 99.251 0.771
CLIENT
164.090 98.405 99.231 99.321 99.321 0.826 IP CH 171.590 RL 99.361
170.098 98.428 99.356 99.446 99.446 0.929
VC 15.0
(R863.5)
171.590 98.438 99.394 99.484 99.484 0.956
R-11.000
179.090 98.679 99.622 99.712 99.712 0.943
180.000 98.713 99.653 99.743 99.743 0.940
3.469%
NOTE:
NOTE:
180.186 98.721 99.660 99.750 99.750 0.939
DESIGN SURFACE
182.500 98.811 99.740 99.830 99.830 0.929
EXISTING SURFACE
190.000 99.074 99.974 100.064 100.064 0.900 IP CH 190.000 RL 100.000
193.497 99.194 100.065 100.155 100.155 0.871
VC 15.0
(R1069.6)
197.500 99.277 100.155 100.245 0.878
200.000 99.302 100.200 100.290 0.898
2.067%
REFER DRG 3304 FOR LIPS
LINE HORIZONTAL SETOUT.
PALM LAKE WORKS PTY LTD
205.000 99.360 100.253 100.343 0.892 IP CH 205.000 RL 100.310
R-11.125
HP CH 207.610 RL 100.259
REFER DRG 3300 FOR CONTROL
207.610 99.392 100.259 100.349 0.868
VC 15.0
(R489.2)
209.191 99.410 100.257 100.347 0.847
INTERSECTION SETOUT AND LEVELS.
212.500 99.479 100.235 0.756
-1.000%
217.502 99.589 100.185 0.596
220.000 99.644 100.167 0.523 LP CH 222.002 RL 100.163
DOWELLED JOINT WITH 150mm CBR 45 BASE.
CONCRETE PAVEMENT DESIGN:
IP CH 222.002 RL 100.140 INTERSECTION CARAVAN AISLE
222.002 99.688 100.163 0.475
C 2015
SL82 MESH - 300mm OVERLAP - MIN. 50mm COVER
222.002 99.688 100.163 0.475 CH 222.257 RL 100.163
150mm THICK 40MPa CONCRETE - BROOM FINISHED
226.502 99.776 100.185 0.409 HP CH 229.371 RL 100.201
SAWCUT JOINT AT 6m CRS. EVERY THIRD JOINT TO BE
226.831 99.780 100.188 0.409 IP CH 231.831 RL 100.238
229.371 99.823 100.201 0.378
VC 9.0 VC 10.0
(R450.1) (R254.0)
231.831 99.873 100.189 0.316
236.831 99.951 100.091 0.141 IP CH 239.252 RL 100.020
239.252 99.987 100.020 0.034 END OF CONSTRUCTION CH 242.293
240.000 99.998 100.001 0.003 INTERSECTION LOOP ROAD RL 99.940
242.293 100.031 99.940 -0.091
1.000% -2.937% -2.635%
www.calibreconsulting.co
*
PROJECT
DISCLAIMER
*
CONCRETE EDGE THICKENING -
200mm THICKx100mm WIDE.
VARIES
EXISTING SLAB
REFER DETAIL
TYPE 'B'
JOINT FILLING
CONCRETE EDGE THICKENING -
200mm THICKx100mm WIDE.
*
STAGE 3
VARIES
4.00m
CLEANING AREA
25mm
PALM LAKE RESORT
3.0%
10mm
5mm
CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
NTS
19 TRADING POST ROAD - COOROY
3.0%
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
6.00m
12mm
TYPE 'B'
SCALE (A3): 1:200
SCALE (A1): 1:100
SCALE (A3): 1:200
SCALE (A1): 1:100
EQ EQ
6.00m
PROJECT No.
3.0%
(JOINT SPACINGS <6m)
DRAWING TITLE
TYPICAL SECTION
TYPICAL SECTION
LOOP ROAD
16-003302
3.0%
FINISHED SURFACE LEVELS
*
RDJ - RETROFIT DOWELLED JOINT
VARIES
150mm THICK CONCRETE
BACKING ROD
LOOP ROAD WITH CLEANING AREA
SURFACE AND PAVEMENT
DRILL & EPOXY DOWEL BARS
200mm INTO EXISTING SLAB.
LOOP ROAD - CONCRETE SURFACE
SUBSOIL DRAINAGE
VARIES
*
INDICATIVE DRAINAGE
NEW SLAB
CAP & GREASE THIS END
REFER BULK EARTHWORKS DRAWINGS FOR
150mm THICK CONCRETE
APPROVED SEALANT
CH 94.000 - CH 115.000 - CONCRETE SURFACE
SURFACE AND PAVEMENT
SUBSOIL DRAINAGE
DRAWING No.
INDICATIVE DRAINAGE
3302
*
& DETAILS SHEET 1 OF 2
LONGITUDINAL SECTION
A
REVISION
N.S.C. REF NO. MCU15/0111 & REC15/0031