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engineering plans
Attached to the e-mail Operational Works Application OPW22/0163 Stage 1 (2 lots only) - DA Form 1 - Engineering Plans - Compliance against Conditions - Rehab, Fencing & Covenant Plans - Prelim Stage 1 Plan - 60 Glenridge Dr Cooroibah.
Original PDF page 3, section 1. The text section number identifies this passage in the reader.
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn VIP 298.652 RL 13.897
NEWROAD
FUTURE ROAD(ST2)
CONTROL LINELINE
CONTROL SETOUT
SETOUT
VIP 2.569 RL 13.778
VTP 5.000 RL 13.723
VIP 10.000 RL 13.610
VTP 15.000 RL 13.560
VTP 240.000 RL 13.310
ARC DEF
VTP 40.000 RL 13.310
PT CHGE EASTING NORTHING BEARING RADIUS
LENGTH ANGLE
SAG 139.999 RL 12.810
VIP 140.000 RL 12.310
IP 1 0.000 497428.641 7084580.064 225°17'57"
JOIN NEATLY
TO EXISTING TC 88.552 497365.700 7084517.776 225°17'57"
IP 2 129.539 497334.718 7084487.116 97.467 81.974 48°11'18"
CT 170.526 497336.915 7084443.585 177°06'38"
GLENRIDGE DRIVE FLOOD RELIEVING CULVERTS
IP 3 289.652 497342.920 7084324.609 177°06'38"
IP 4 298.652 497343.374 7084315.621 177°06'38"
2.569m -2.247%
VERTICAL GRADE DATA -2.260% -1.000% 1.000%
7.431m 130.000m 158.653m
VERTICAL CURVE DATA VCL 10 VCL 200
R 793.7 R 10000
HORIZONTAL CURVE DATA R-97.5
DATUM R.L. 10.00
13.778
13.419
13.830
13.544
13.691
13.680
13.433
13.199
12.467
12.453
12.424
12.353
12.222
12.182
12.065
11.734
12.118
12.141
12.110
12.111
12.212
12.278
12.442
12.846
12.681
12.832
12.799
12.842
12.777
12.838
12.802
12.844
12.878
EXISTING LEVEL NEW ROAD PRELIMINARY PAVEMENT DETAILS
ON CONTROL LINE WEARING COURSE : TWO COAT CHIP SEAL (16/10 DOUBLE/DOUBLE)
13.836
13.778
13.626
13.510
13.410
13.310
13.215
13.130
13.055
12.990
12.942
12.935
12.890
12.855
12.830
12.815
12.810
12.815
12.830
12.855
12.857
12.890
12.935
12.990
13.055
13.130
13.215
13.310
13.410
13.510
13.610
13.710
13.807
13.897
DESIGN LEVEL BASE COURSE : 100mm TYPE 2.2 GRANULAR PAVEMENT (CBR 60)
ON CONTROL LINE SUB-BASE COURSE : 130mm TYPE 2.3 GRANULAR PAVEMENT (CBR 45)
88.552
100
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140
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170
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280
0
170.526
289.652
298.652
2.569
10
20
30
40
50
60
70
80
90
ROAD CLASSIFICATION IS RURAL LOCAL ROAD ( DESIGN ESAs 1.5 x 105 ).
CHAINAGE DEPTHS ARE BASED ON AN ASSUMED INSITU SUBGRADE OF 5.0% AND SHALL BE
CONFIRMED BY THE ENGINEER FOLLOWING TESTING OF THE INSITU SUBGRADE.
FUTURENEW
ROAD
ROAD
(STAGE
LONGITUDINAL
2) LONGITUDINAL
SECTION
SECTION
HOR SCALE 1:500 VER SCALE 1:50
RL 12.695 (ES)
RL 12.725 (EB)
RL 12.725 (EB)
RL 12.695 (ES)
RL 13.095 (ES)
RL 13.125 (EB)
RL 13.125 (EB)
RL 13.095 (ES)
RL 12.095 (DI)
RL 12.095 (DI)
RL 12.495 (DI)
RL 12.495 (DI)
RL 12.815 (ES)
RL 12.845 (EB)
RL 12.845 (EB)
RL 12.815 (ES)
RL 12.215 (DI)
RL 12.215 See the original
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