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Appendix A - Engineering Design Plans - 2 of 2 · OPW25/0057
Plans and drawings: the text below has words only, no drawings.
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IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO CONTACT THE RELEVANT
AUTHORITIES TO CONFIRM THE LOCATION OF
ALL EXISTING SERVICES PRIOR TO THE
COMMENCEMENT OF EXCAVATION
9
IP CH.33.072 RL.105.774
8
IP CH.27.234 RL.105.19
7
1 6
2
3 5
4
IP CH.0 RL.103.91
10
11
IP CH.13.295 RL.103.099
LO CH.10.13 RL.103.424 12 13 14
IP CH.0.005 RL.103.288
IP CH.3.894 RL.103.157
IP CH.11.056 RL.103.085
IP CH.14.262 RL.103.035
Horiz Curve Data R-10m R-15.3m Horiz Curve Data R-10.27m
Vertical Geometry Grade -6.096% 15% 10% Vertical Geometry Grade -3.381% -1% -1.56%
Vertical Grade Length 13.295m 13.938m 5.838m Vertical Grade Length 3.889m 7.162m 3.206m
Vertical Curve Length V.C. 15m V.C. 11.677m Vertical Curve Length V.C. 6.99m V.C. 6.411m
Vertical Curve Radius R 71.103m R 233.54m Vertical Curve Radius R 293.618m R 1145.414m
Datum R.L.101.0 Datum R.L.101.0
Design Control Line Design Control Line
491624.135 7079101.31 103.910
491623.601 7079101.814 103.865
491623.601 7079101.814 103.865
491619.215 7079104.23 103.557
491618.347 7079104.411 103.508
103.424
491612.541 7079103.619 103.468
491611.946 7079103.32 103.495
7079099.709 103.926
7079099.709 103.926
7079097.734 104.224
7079097.176 104.314
7079095.25 104.608
491605.978 7079091.455 105.117
491606.034 7079090.45 105.241
491607.208 7079085.784 105.774
491607.208 7079085.783 105.774
491609.022 7079108.878 103.289
491611.601 7079111.314 103.185
491611.793 7079111.581 103.178
491613.198 7079114.482 103.125
491613.621 7079118.004 103.085
491613.595 7079118.363 103.081
491612.821 7079121.461 103.035
(Kerb Lip) (Kerb Lip)
Northing Northing
491608.175
491608.175
491606.949
491606.368
491607.17
Easting Easting
10.130
12.629
13.295
18.577
18.577
20.795
21.395
23.409
27.234
28.240
33.072
33.072
10.696
11.056
14.262
0.000
0.734
0.734
5.795
6.682
0.000
3.565
3.894
7.131
Chainage Chainage
CONTROL LINE RSK001 LONGITUDINAL SECTION CONTROL LINE RSK002 LONGITUDINAL SECTION
HORIZ. 250 (A1) HORIZ. 250 (A1)
VERT. 25 (A1) VERT. 25 (A1)
Check all dimensions before commencement of work.
SCALE 1:25 (A1) - 1:50 (A3)
Check Site boundary dimensions from the Title plans
Check Building Boundary clearances by set out.
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
SCALE 1:250 (A1) - 1:500 (A3) contractor prior to commencement of works.
Approved
Checked - CT Drawing title - Project - PROPOSED 1 INTO 3 Site - Project No. 233467 Sheet No. C244
Design - SK Drawn - SK
KERB & TEE LONGITUDINAL DEVELOPMENT 62 LAKE MACDONALD DRIVE, Digital Ref :
C244 KERB & TEE
LONGITUDINAL SECTIONS Issue : C
C 24/03/2025 UPDATED PROJECT NAME SK
Scales - AS SHOWN B 14/03/2025 UPDATED LOT LAYOUT SK COVEY ASSOCIATES PTY LTD 124 DUPORTH AVENUE SECTIONS Client -
NOOSA COUNCIL COOROY This Document is copyright and shall not be copied
A 20/09/2024 ORIGINAL ISSUE SK
ABN 59 137 305 992 PO BOX 16 without written approval, nor shall it be used except
Document Stage - APPROVAL (07) 5443 7777 MAROOCHYDORE QLD 4558 for the Development and the Site Specified.
Issue Date Description By [email protected]
c:\12dS\data\12dserver\233467_2957\dwg covey\OPW\uncontrolled\C244 KERB & TEE LONGITUDINAL SECTIONS.dwg Plot 25 March 2025 - 5:27 PM
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