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Appendix E Civil Engineering Plans · RAL25/0004
Plans and drawings: the text below has words only, no drawings.
Original PDF page 14, section 1. The text section number identifies this passage in the reader.
PROVISIONAL PAVEMENT DETAILS
ROAD WIDTH - INVERT / INVERT 6.0m
ROAD CLASS LOCAL "LANE"
5
DESIGN TRAFFIC 2x10
ROAD 1 HORIZONTAL IP TABLE
SEAL 30mm BCC Type 2 Austroads AC10
PT CHAINAGE EASTING NORTHING HEIGHT BEARING RAD/SPIRAL A.LENGTH DEFL.ANGLE
MIN. COMPACTED BASE COURSE GRAVEL 125mm TYPE 2.2 CBR80
IP 1 0.000 491620.498 7079113.216 103.417 236°34'52.55"
MIN. COMPACTED SUB-BASE COURSE GRAVEL 125mm TYPE 2.3 CBR45
TC 12.619 491609.965 7079106.266 103.392 236°34'52.55"
MIN. COMPACTED LOWER SUB-BASE COURSE GRAVEL 100mm TYPE 2.5 CBR15
IP 2 23.060 491599.504 7079099.363 104.126 R = -15.000 20.882 79°45'47.55"
(IF REQUIRED)
CT 33.501 491604.438 7079087.841 105.272 156°49'05.00"
IP 3 223.855 491679.371 7078912.857 117.779 156°49'05.00" NOTES
1. DEPTHS TO BE CONFIRMED BY SUBGRADE TEST RESULTS (7 DAY SOAKED CBR's).
CBR TESTS OF THE SUBGRADE TO BE CARRIED OUT AT A MAXIMUM OF 100m
IP CH.223.855 RL.117.779
IP CH.166.008 RL.117.201
INTERVALS AND AT OBVIOUS CHANGES IN THENATURE OF THE SUBGRADE.
ENGINEER TO ADVISE ON FINAL PAVEMENT DEPTHS UPON RECEIPT OF TEST
RESULTS.
2. ENSURE PAVEMENT GRAVEL EXTENDS MINIMUM 75mm BELOW AND 150mm BEHIND
BACK OF KERB.
3. SUBSOIL DRAINAGE TO BE INSTALLED UNDER ALL KERBS. REFER IPWEAQ STD. DRG.
RS-140, TYPE B.
IP CH.98.593 RL.110.122
IP CH.3.858 RL.103.321 START OF ROAD CONSTRUCTION
IP CH.44.943 RL.106.634
LO CH.7.026 RL.103.291
IP CH.14.719 RL.103.158
IP CH.0 RL.103.417
EX. SWD IL.103.019
SWD IL.103.029
DIANELLA CT
SEW IL.102.085
EX. SWD IL.102.037
CENTRELINE
450 DIA
450DIA
150 DIA
450 DIA
Horiz Curve Data R-15m
Vertical Geometry Grade -2.49% -1.5% 11.5% 6.502% 10.5% 1%
Vertical Grade Length 3.858m 10.86m 30.224m 53.651m 67.415m 57.846m
Vertical Curve Length V.C. 20m V.C. 40m V.C. 40m V.C. 50m
Vertical Curve Radius R 153.846m R 800.304m R 1000.475m R 526.316m
Datum R.L.93.0
Cut 72 243 219 267 220 107 138 253 286 331 182 42
Volumes
Fill 0 0 0 0 1 3 0 0 0 0 0 0
103.417
103.321
103.308
103.291
103.392
103.483
103.838
104.308
104.334
105.272
105.924
106.384
107.598
107.934
108.822
108.914
110.322
110.443
112.222
112.370
114.470
114.576
116.227
116.607
117.225
117.451
117.541
117.741
117.779
Design Control Line
Design Kerb
103.311
103.402
103.756
104.226
104.252
105.190
105.842
106.302
107.516
107.852
108.740
108.832
110.240
110.361
112.140
112.288
114.388
114.494
116.145
116.525
117.144
117.369
117.459
117.659
117.869
Right (Lip)
Design Kerb
106.760 106.014
107.089 106.474
108.551 107.688
108.667 108.024
109.703 108.912
109.797 109.004
110.174 110.412
110.423 110.533
112.741 112.312
112.895 112.460
115.240 114.560
115.364 114.666
117.291 116.317
117.695 116.697
118.406 117.315
118.655 117.541
118.892 117.631
118.717 117.831
118.614 117.697
REFER KERB RETURN DETAILS
Left (Lip)
103.417
103.321
103.359
103.489
104.678
104.811
105.150
105.476
105.496
106.262
Natural
Depth of
-0.000
98.593 -0.148
100.000 -0.020
0.000
0.051
0.198
1.286
1.328
1.312
1.168
1.163
0.990
0.837
0.705
0.954
0.733
0.881
0.883
118.593 0.519
120.000 0.525
140.000 0.770
141.008 0.788
160.000 1.064
166.008 1.088
180.000 1.180
191.008 1.204
200.000 1.352
220.000 0.977
223.855 0.835
Cut or Fill
12.619
14.719
20.000
24.719
24.943
33.501
40.000
44.943
60.000
64.943
78.593
80.000
0.000
3.858
4.719
7.026
Chainage
DESIGN SPEED 50 km/hr ROAD 1 LONGITUDINAL SECTION IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO CONTACT THE RELEVANT
HORIZ. 500 (A1) AUTHORITIES TO CONFIRM THE LOCATION OF
ALL EXISTING SERVICES PRIOR TO THE
VERT. 125 (A1) COMMENCEMENT OF EXCAVATION
Check all dimensions before commencement of work.
Check Site boundary dimensions from the Title plans
HORIZ. VERT. Check Building Boundary clearances by set out.
SCALE 1:500 (A1) - 1:1000 (A3) SCALE 1:250 (A1) - 1:500 (A3) Notwithstanding the information supplied on this drawing,
the location, depth and extent of underground or overhead
services are to be confirmed and protected on site by the
contractor prior to commencement of works.
Approved
Checked - CT
Consulting Civil & Drawing title - Project - COMMUNITY AFFORDABLE Site - Project No. 233467 Sheet No. C200
Design - SK Drawn - SK Structural Engineers ROAD 1 LONGITUDINAL SECTION HOUSING DEVELOPMENT 62 LAKE MACDONALD DRIVE, Digital Ref :
C200 ROAD 1 LONGITUDINAL
SECTION Issue : A
Scales - AS SHOWN Project Management 124 DUPORTH AVENUE Ph (07) 5443 7777 Client -
NOOSA COUNCIL COOROY This Document is copyright and shall not be copied
ASSOCIATES PTY LTD PO BOX 16 Fax (07) 5443 7577 without written approval, nor shall it be used except
Document Stage - APPROVAL
A 10/01/24 ISSUE FOR CLIENT REVIEW SK
& Planning MAROOCHYDORE QLD 4558
for the Development and the Site Specified.
Issue Date Description By E-MAIL: [email protected]
c:\12dS\data\12DSERVER\233467_2957\DWG Covey\OPW\Uncontrolled\C200 ROAD 1 LONGITUDINAL SECTION.dwg Plot 7 June 2024 - 11:05 AM
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