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Approved Plans OPW22-0163
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
Plans and drawings
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Log in to see the plans as drawn 13
.25
13
.67
13
13
.2
.27 .95
5
13 12 REGRADE TABLE DRAIN TO VARIES LEGEND
WARNING 4 7 RECTIFY EXISTING PONDING.
.3
13 13.6 6 TURF INVERT 600mm WIDE, GLENRIDGE DRIVE 13.5 EXISTING CONTOURS
OVERHEAD POWER 3.1
.59 1 GRASS SEED ELSEWHERE.
10
EXISTING OVERHEAD ELECTRICITY
13
IN VICINITY OF WORKS 13
.78
LOOK UP & LIVE B .02 EXISTING UNDERGROUND COMMS (DBYD)
.25 .47 13
13
13 13 2 FUTURE ROAD WORKS (STAGE 2)
.83
.71 1:
13.5
EDGE OF EXISTING
13
13
1: PROPOSED TOP OF BANK
.77
EXISTING COMMS/NBN UTILITIES TO BE LOWERED 69 2 ROAD FORMATION
.410 3. PROPOSED INVERT
13143.2 1
.5
& PIT TO BE RELOCATED CLEAR OF NEW DRAIN
13
13
.8
DIAL BEFORE 3.3
1
PROPOSED BOTTOM OF BANK
13.25
1
20
GL .17
13
CUT FILL PROPOSED EARTHWORKS
YOU DIG .41 13 SECTION A
.88
5 13 .72
EN .09 109 m³ 817 m³
13. 3 RI 13
13
.231
.8
www.1100.com.au DG NOT TO SCALE -
13
2
E .82
IT IS THE RESPONSIBILITY OF THE FOREMAN TO CONTACT .346 7 13
THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN THE 13 133.33.3
11
13
.75
.8
EXACT LOCATION OF SERVICES PRIOR TO CONSTRUCTION.
8
.35
30
SERVICES SHOWN ON THESE DRAWINGS ARE APPROX ONLY
13
13
13
.5
.9
3
.81 .24
5
13
13 13
.7
.
.25
89
13
13 6
.36 13.8
13 .38 .38
NOOSA COUNCIL
14
3 13 13
13
.4
.39
.9
13
3
40
13
.30 APPROVED PLAN
14
.0
13
.5
3
13
A .88
E 497423.339 E 497433.638 .94
13
2) 13
OPW22/0163 16 AUG 2022
13
.9
- 13
6
.7
N 7084567.501 N 7084566.987 8
5
13.25
E 3.2
13.
99
AG IL 12.868 IL 13.100 .136
123
(ST .4 3 13.5
50
13 14.
13
.4
09
.48
E 497445.799 13
.94
13.
6
14
.9 .65
.53 13 0
.01
N 7084555.697 13
75
13 13
3.9
13.99
IL 13.280 3 14.0
.5 1 13.92 5
13.5
13 60
. 7 4
143 13.8 .7
60
.5 14.04 1
4.0 1 4.1 13 .80
13 .98 7 4 .06 13
.7 4
13 14
13 .91 14.0
13 3 62 68 164.0 8
13
.81
6 . . 9 8
3 .8 . 7 3 3 . 14
113.86.86 13 1 1 13 1036
13 4 .
14 14
AD 13
.7
13
.65
14.1
8 14.1
RO RECONSTRUCT EXISTING DRIVEWAY 145 .1
3
14.1
70
0 .0 1 4
GENERALLY IN ACCORDANCE WITH 3.8 1.482
NOOSA COUNCIL STD DRG RS-056 1
13
14.2
3 .89
13
13
14.2
14.1714.1
13.5
.75
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Full text of sections 2 to 4 (of 11)
Section 2
8
.04
14
5
.84 1143.1
. 6 14
13 164 .99
.82 1324
14.25
5
EXCAVATE A FREE DRAINING TABLE DRAIN IN STAGE 1 4 .2
.29
.2
14.214
13 3.8 3
14
. 14
TO SUIT THE ULTIMATE ROAD PROFILE (STAGE 2). 1 14
.07
80
REFER CROSS SECTIONS ON DRG 21598-01-C004. 14.31 14.31
.89 14
13.25 B B FILL THE MINOR DEPRESSION TO REMOVE 13 .35 .31
12
.74
14.24 1 4 14 1
.7
PONDING AND PROMOTE SHEET FLOW
.5
5
13 1 DRIVE 14.40
4.1
1 .17
14.40 14
14 .21
RE 14.57
2
.04 5 14
90 .55
.02
TU .00
14.3
14 9 143 13.9 .29
4
88
14
FU 13
.8
13
.9 14 14.49 NO
13.5 .4 03 14.64
13.75
THROUGH
1 14.44
14
ROAD
14.5
13 14.25 .34 14.58
.84 14.13 .54 .62
13 14 14 14
8
12.5 13
.8 .4 228 .4 18
1.2 1
14
13.5
.82
13.25
.80 13
13
.24
14
.08
13.25
14 .76 14.25
5 13 .40 .46
13.
2 0 .31 14 14
.1 14
14 1 .26
12.75 3.7 14
14.5
EXISTING DWELLING TO REMAIN 1
.07
13.5 14
13
13.75
14
13.25
12
.5
12.25
13
12.2 13
5
12.75
EXISTING VEGETATION WITHIN THE PROPOSED
BUSHFIRE ACCESS EASEMENT TO BE CLEARED.
REFER LANDSCAPING DRAWINGS AND 12.75
PROJECT NOTES ON DRG 21598-01-C001.
PLATFORM LEVEL
13
12.5
13
.5
12.2 RL13.46
.75
5
12.
13
75
.2
5
12
.5
12
1:4
BAT
TER
TO
EXIS
12 TIN
G (T
YP) 13
12.25
\\tod-fs02\dropbox\2021\21598SD2_Glenridge Drive - Subdivision\4.CADD\#ACAD\2-OPW\#21598_CI_OPW_ST1.dwg
12
11.75
12.25
12.
5
11.75
12
12 12.
75
REFER DRG NO 21598-01-C001 FOR PROJECT NOTES
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
JF DR
This drawing is subject to
copyright in accordance with MARK BAIN 60 GLENRIDGE DRIVE, COOROIBAH STAGE 1 1:250 UNO A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's CONSTRUCTIONS JF DR RURAL RESIDENTIAL SUBDIVISION PROPOSED CIVIL WORKS Drawing Number
client. This drawing shall only
be used for this specific project. Approved RPEQ No RP DESCRIPTION LOT 47 Section 3
RP860577 21598-01-C003
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 DOUG REYNOLDS 9072 LOCAL AUTHORITY NOOSA
B 13.07.22 OPW IR : COMMS, L8 ACCESS & ADJACENT FILL JF MCU APPROVAL - HORIZ DATUM 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 14.06.22 OPW SUBMISSION JF [email protected] www.todconsulting.com ROL APPROVAL RAL21/0033 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 13.07.22 OPW APPROVAL - RL DATUM MEASUREMENT BAR - INCREMENTS IN mm B
Document Set ID: 22002367
Version: 1, Version Date: 14/07/2022
Section 4
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%
7.431m
-1.000%
130.000m
1.000%
158.653m
NOOSA COUNCIL
VERTICAL CURVE DATA VCL 10
R 793.7
VCL 200
R 10000
APPROVED PLAN
HORIZONTAL CURVE DATA R-97.5
OPW22/0163 16 AUG 2022
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
110
120
130
140
150
160
170
180
190
200
210
220
230
240
250
260
270
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 The text continues on section 5.