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19553-C1000_[B]-DG-CLC_[B] Civil Engineering Drawings
Attached to the e-mail 19553 - 125 Lake Macdonald Drive - Response to information request - OPW20/0051 - Email 1 of 2.
Original PDF page 11, section 2. The text section number identifies this passage in the reader.
AHD
-6.0%
260 108.100 108.087 0.013
10.471m
39.208 120.082 120.975 -0.893 25.461 113.964 113.963 0.001
40.708 120.000 120.915 -0.915
R 200
VCL 9
R 13.8
264.668 108.133 108.077 0.057
VCL 1.5
29.961 113.846 113.849 -0.002
HORIZ DATUM GDA94 / MGA Z56
R 1089.9
8RP160703 : 2RP852009 : 3RP137375 : 140MCH978 : 101SP142407
269.336 108.187 108.075 0.111
1.4%
274.004 108.234 108.098 0.136
-1.5%
22.039m
40 113.696 113.692 0.004
R 688.2
278.672 108.250 108.327 -0.077
VCL 9.336 VCL 9.336
0.0%
9.336m 4.668m
Drawing Title
47.5 113.576 113.541 0.035
104.00
VCL 15
R 3867.5
0
0 115.111 114.905 0.206
SHEET 2 OF 2
2.601 114.981 114.906 0.075 55 113.442 113.301 0.141
10
-5.0%
-1.9%
4.226m
15.000m
4.226 114.926 114.907 0.019
R 50
60 113.363 113.122 0.241
VCL 3.25
SEALED
5.851 114.924 114.904 0.020
20
LOT 9
62.5 113.335 113.030 0.305
LOT ACCESS ROADS
VCL 15
R 794.6
30
70 113.300 112.663 0.637
40
LONGITUDINAL SECTIONS
20 115.136 115.058 0.078
MEASUREMENT BAR - INCREMENTS IN mm
50
PROPOSED CULVERT
80 113.300 112.299 1.001
60
1.5%
48.872m
0.0%
41.004m
LOT 16
40 115.436 115.318 0.118
REFER DRG C1207
48.348 115.562 115.552 0.010 100 113.300 112.865 0.435
FOR TYPICAL SECTION
Scale
Sheet
103.504 113.390 112.936 0.454
R 50
53.098 115.520 115.554 -0.034
VCL 6
106.504 113.660 113.117 0.543
R 100
VCL 9.5
Drawing Number
57.848 115.253 115.473 -0.220
-8.0%
6.661m
12.0%
12.500m
11 of 17
59.009 115.160 115.385 -0.225
VER 1:250
HOR 1:500
R 18.8
115.254 114.710 113.793 0.917
VCL 1.5
60.509 115.100 115.263 -0.163
116.754 114.800 114.023 0.777
R 12.5
VCL 1.5
19553-C1205
B
A1
Revision
Sheet Size
[OCR of page images]
PROPOSED CULVERT
Le SEALED os
a “| 1 == -
FA
VERTICAL GEOMETRY GRADE 416.7% 25.0% 4.0% 3.0% 5.5% -5.0%| 1.0% 6N% 1.5% 13% 0.0% 12.0%
VERTICAL GRADE LENGTH 4.1.500m 32.649m 38.032m_ 60.538m_ 82.774m. 6.148m | 8.8421 }0.471m_ 22.039m_ 15.900m /41.004m_ 12.500m
VERTICAL CURVE LENGTH (m) VCL 25.2 VCL 10.5 VCL 12.5 Vas 2 [VL 5 | VCL9 VCl 15 (CL 15 6 LA.5
VERTICAL CURVE RADIUS (m) R120 R 150 R500 R273 50. R100 R300 R 3467.5 R 794.6 REO Riias
DATUM RLL. 98.00 \ 102.00 , \
S/E|8 alg Ble] & gy a g g 27g] g/ = g g a ag a 22) sSlsz ag) Cg] ele) a). ggg) siz
LEVEL VARIANCE 3/8/8 g|§ 5] 3 3 5 8) §] 8s s 5} 8] 8] & é 8 8/8 8} 2/8) 8/8/8/8]8| § es} 8} 8] ss) & 2 =] 2/3 3/5
ONCONTROLLINE FF |EIE z/E | = 2 3 8] 8] 8/8 3 Se} &} &] = g g = 2/2 =| E/E) Z/E/ElE/2] £ S|] 2] =] fe} & g S/S ]z gz
3/8/2 8/2 =| & % g =] 8} 3]8 8 a 8) 8) & 8 a 8 8/8 8) 8/8] B/E/S/8|) 8] § 3 8 3) 8/8) & 3 8) 8/8 =/2
DESIGN LEVEL Elle =| € 3 3 8) 8| sis 3 = Sf} =] = = £ = 2 =| =/E/ = e = = ef) fe) € e e Z/E
ON CONTROL LINE
ao ag ge, og aya] a] al® g ay a] Sf g g g g zz =| Se SiS els] a] =) ef | ea) ey 8 lglg] giz
CHAINAGE g 8 g 8} ek] & §) 2 g/& BSP SIEVE) Jay g 8/8 2/s
LOT7 LOT 9
VERTICAL GEOMETRY GRADE -3.0% -12.0% 1.5% -12.0% 0.0% 0.5% 1.4% 10.0% |
VERTICAL GRADE LENGTH 8.523m 26.915m 71.785m 53.611m 29.167m 74.668m 9.336m 4.668m
VERTICAL CURVE LENGTH (m) VCL 4.5 VCL 47.25, VCL 54 VCL 15 VCL 9.336 |VCL 9.336
VERTICAL CURVE RADIUS (m) IR 50 R350 R 400 R125 R 1089.9 | R 688.2
DATUM RLL. 96.00 \\
slzlals = 3 al 5 3 xl 5 sls 3 = S =z 3 SB =ElSre
3s Q/]Rlala} Ss 5 2 & 8 8 8 8 a g q 8 5 8 8 e S| 8| =| 2] &
LEVEL VARIANCE S slé]s] s s| 3 3 S 3 S 3 s| 3 s| oS 3 3 3 3 S S S| Ss} S] S| 3 REFER DRG C1207
FOR TYPICAL SECTION
EXISTING LEVEL 8) 8/8/8/8) 8 8| 8 & 3 5| 8 8 S| § 3| § 3 8 s 5 8 8 5] §| §| 3] 8
2| glelgye] = 2| 2 2 2 2| 2 2 e| ¢ 8| 5 8 g 8 8 5 8 8| 8| 8] 8] 8
ONCONTROLLINE |=| ={=J/=/=] = =| = = = F/ OF = Fl = S| 2 2 2 S S 2 = eS} S/S) s) =
DESIGN LEVEL S| $/8/8)/8| 8 s| 3 8 ge | § 5 g| & | 8 g g 8 3 3 8 8] 8} 5) 3) 8
8] sfels]3) 3 3) 8 7 3 s| 3 g g} 3 s| 3 z z 5 2 2 g s| s/s|s] 3
ON CONTROL LINE =] F/EJEJE] = =| = = = =| = = =] = g| 2 8 8 2 2 s eg] g} 2} ge] &
“) SR/8]s) § 5} 8 3 8 8; 4 8 §} 2 8} 8 g 8 8 g § g 8) 8} 8) 8) §
CHAINAGE elalstc 8 B 5 3 8 8 | 8] x] &
5 & 8 8 &] 8) 8) 8
DW08
SEALED SEALED SEALED “
| — 4 - a “TT aH
VERTICAL GEOMETRY GRADE 5.0% 0% 27% 3.0% 11.0% | 5.0% — -7.9% L 5.0% 1.5% ll
VERTICAL GRADE LENGTH 3.408m |6.479m| 24.110m_ 5.783m 15.513m 1.500m 11.549m_ ri 48.872m 6.661m
VERTICAL CURVE LENGTH (m) VCL2.5 VCL15 VCL4 VCL1.5 VCL1.5 L 1.5 VCL 3.25 VCL9.5 —VCL1.5
oe a iis io - he a
VERTICAL CURVE RADIUS (m) R50 R566 R50 R13.6 R191 R138 R100 R188
DATUM RLL. 104.00 = 105.00 105.00 ( 109.00 = 110.00 \ 109.00 \ 104.00 {
8/2)/3/8|8 By 3/8 5/518 2/8 2/8/8/8/8 g\z 3/8 g g 8/8 8/8 /8|8 s 2 s) 8] agile
LEVEL VARIANCE 8/8/35 /8|3 2] 5/8 3/8/8 5/8 S/8]E 815 /s 2 g 8/8 8/8/8|5 s 5 8] 8) S85
EXISTING LEVEL 3/5 /218/8 5 2|2|2 g/8 2/8 £ 5/8 2/2/82 g s) 2] 8 §
ONCONTROLLINE = |* = = . “lr “lr . . “ . = FP ey =
2/8) |8|8 3 g 8) S/8)= g 2/8/8]/2/E 3/8 R/8 ae & 2/8 8/ 8/8 2 3 &) 8) &
DESIGN LEVEL 5/2/38 /5/8 2 2 e| 2/2]5 & aisle als (8 2/8 N 8/8 [2/2 # 2 Z| ¥] 2
ON CONTROL LINE
-e/S Eg > a/8/8 “Teiz/2) Fg "| S/S S88 eel aie ae a alg “alge a sy gy Sf Sale
CHAINAGE aye fs |e Re 86 IR N Sele gs als S/S] #| 8] 5/8\2
LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16
COPYRIGHT © ‘Associated Consultants Client Drawn’ Verified Project Drawing Title ‘Scale ‘Sheet Size
eet PUNE seryny_ | TEATREE PROPERTY PTY LTD to oR LAKE MACDONALD DRIVE LOT ACCESS ROADS VER 1250 | At
the agreement between TOD Designed Verified “
Consulting Py Lid (c) ana t's wz sickens Lo DR RURAL RESIDENTIAL SUBDIVISION LONGITUDINAL SECTIONS Drawing Number
tient. Tis drawing shall nl : S
be used for this specie project. engineers & project managers ‘Approved RPEQ No RP DESCRIPTION RP 160703 : 2RP852009 : 3RP137375: 140McH978: to1sP142407 | SHEET 2 OF 2 19553-C1205
for conseton unt marked ax [>| 200720 | NFORVATION REQUEST RESPONSE sF se ere Box bt, Noosaile QLD S63 aa, or VOUAPPROVAL SN ee DATUM GDADA/ MGA E6 ° 8 = = © # @ Sheet Revision
‘igsued For Construction’ inthe. [A | 24.03.20 | OPW SUBMISSION wD reception@todconsuling com. wwe-todconsuling.com igner ROLAPPROVAL RAL 1910018 VERT DATUM —AHD ere eee ene re 11 of 17 B
revision description. Rev | Date _| Revision Description Drawn ABN 39 128 805 336 20.07.20 | OPW APPROVAL RL DATUM [MEASUREMENT BAR -INCRENENTS IN mm
7
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