Original source · versioned page text
19553-C1000[A]-C1300[A} - full set
Attached to the e-mail Operational Works Application OPW20/0051 -Cover letter - DA Form 1 - Civil Plans.
Original PDF page 10, section 2. The text section number identifies this passage in the reader.
5
17.49 114.392 114.369 0.023
40.708 120.000 120.915 -0.915
R 13.8
RURAL RESIDENTIAL SUBDIVISION
VCL 1.5
20 114.241 114.224 0.018
AHD
-6.0%
260 108.100 108.087 0.013
10.471m
25.461 113.964 113.963 0.001
R 200
VCL 9
264.668 108.133 108.077 0.057
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
104.00
1.4%
0 115.111 114.905 0.206 274.004 108.234 108.098 0.136
-1.5%
2.601 114.981 114.906 0.075
22.039m
40 113.696 113.692 0.004
R 688.2
-5.0%
4.226m
278.672 108.250 108.327 -0.077
VCL 9.336 VCL 9.336
0.0%
4.226 114.926 114.907 0.019
R 50
9.336m 4.668m
Drawing Title
VCL 3.25
5.851 114.924 114.904 0.020
47.5 113.576 113.541 0.035
VCL 15
R 3867.5
0
SHEET 2 OF 2
55 113.442 113.301 0.141
20 115.136 115.058 0.078
10
-1.9%
15.000m
60 113.363 113.122 0.241
SEALED
20
LOT 9
62.5 113.335 113.030 0.305
LOT ACCESS ROADS
VCL 15
R 794.6
30
1.5%
48.872m
70 113.300 112.663 0.637
40
LONGITUDINAL SECTIONS
LOT 16
40 115.436 115.318 0.118
MEASUREMENT BAR - INCREMENTS IN mm
50
PROPOSED CULVERT
80 113.300 112.299 1.001
60
48.348 115.562 115.552 0.010
0.0%
41.004m
53.098 115.520 115.554 -0.034
R 100
VCL 9.5
57.848 115.253 115.473 -0.220
-8.0%
6.661m
59.009 115.160 115.385 -0.225
REFER DRG C1207
R 18.8
100 113.300 112.865 0.435
VCL 1.5
60.509 115.100 115.263 -0.163
FOR TYPICAL SECTION
Scale
Sheet
103.504 113.390 112.936 0.454
R 50
VCL 6
106.504 113.660 113.117 0.543
Drawing Number
12.0%
12.500m
10 of 16
VER 1:250
HOR 1:500
115.254 114.710 113.793 0.917
116.754 114.800 114.023 0.777
R 12.5
VCL 1.5
19553-C1205
A
A1
Revision
Sheet Size
[OCR of page images]
&
a
3
a
- 8
L SEALED 5 4
&
a TS Ty == -
SSS SS
VERTICAL GEOMETRY GRADE 416% 25.0% 40% 3.0% 5.5% 5.0% |_ 1.0% 60% “1.5% “1% 0.0% 120%
VERTICAL GRADE LENGTH 4.500m 32.649 38.082m 60.538m 82.774 6.148 | 8.842 (0471m 22.039 15.400m [at.004m 12500m
VERTICAL CURVE LENGTH (m) VoL 252 Vel. 10.5 VoL 125 Volts 2 vas! veL9 Vel 15 OL 15 voé Ls
VERTICAL CURVE RADIUS (m) R120 R160 R600 R23 50 R {00 R400 R 3467.5 R746 RpO Rhas
DATUM RL. 98.00 \ 102.00 \ \
8|8)/8 a\8 2) 8 8 = g g g = S| =] = g g 8 RI§ 8 8] 5/8/8/s 8} 8/ =| 8/8) 8B 8 2] 8/8 5/5
LEVEL VARIANCE s|s]¢ s|s s| 5 S S 3| s} sis s S 8} 5s] ¢s S é 3 sis S| s/s] Sis/s]/3]s] ¢ Ss Ss s| s/s Ss = 3| s/s 3\s
EXISTING LEVEL |) 5/8 28 §2) 8 8] 2) 3] Sle 5 8} 2) 8] & : § e\5 &) S8] S888] 3] 8) ag} 8) SB) 2] 8 g/eje| 68
ON CONTROL LINE ElE]E Ele =] = = & | S|] s/s & = =} =} = = = = E]= =] E/E} =SlE/E/E} S|] = = = =] SE = = E}ElE E|=
&/8/ a\8 & & § =| 8] 3/8 ® a | #8] & 8 a a 8/8 8) 8/8] B/5/8/5| 8] & 2) 8] $§| 8/8) & a &| 2\8 =|8
DESIGN LEVEL EVE|E E/E = g g s} 8) sls 8 = =] =] = = = = E/E =| E/E} S/E/E/E}E] = = = =) E]£ = = EyElE =|=
ON CONTROL LINE
elel> alg 3| = zg g 3] al sl? 8 & sf af = g g 8 z/= =| 2/2] e/afelsls] = 2 z sale als
sg 8 2| 2 ~ ~ 8 Ss} ~ “ sie Blo] S/2/= “| 3 + “13 B/S
CHAINAGE a 8 g | 2| 2 S| 3 Sle 2/8 gis els
LOT7 LOT 9
--+ —
= .——___
VERTICAL GEOMETRY GRADE -3.0% “12.0% 1.5% “12.0% 0.0% 0.5% 1.4% _|0.0%|
VERTICAL GRADE LENGTH 8.523m 26.915m 71.785m 53.611m 29.167m 74.668m 9.336m 4.668m
VERTICAL CURVE LENGTH (m) Vel 4.5 VL 47.25 VeL 54 VCL 15 VCL 9.336 |VCL 9.336
VERTICAL CURVE RADIUS (m) R50 R350 R400 R125 R 1089.9 | R 688.2
DATUM RL. 96.00 \~S
alslal 2 S S a 5 2 a =| os ra © 2 2 =| s) el stes
& N/Rels] Ss & 2 & 8 8 gs 8 8 g &q 8 5 8 8 2 S/ 8) =| 2] 5
LEVEL VARIANCE S slé]s] s s| 3 3 S 3 S 3 s| 3 s| oS 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
g| gelg/e] = 2} 2 2 eg} 3 a 2| 8| 5 8 g 8 8 5 8 8| 8) 8| 3) 8
ON CONTROL LINE =) F[FIEJF] = =| ¥ - - ¥ - - =) oF =| = = = = = = = =} el ep Spe
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
6| s/siels| 3 3| 3 3 3 3 3 ai s| 3s 3| 3 8 8 x x x 3 s| s| s| 3| 3
ON CONTROL LINE SF) SEES] = =| = = = =| = = =] = g| 2 8 8 2 2 s eg] g} 2} ge] &
“| &)B/8 8] & 8] 8 8 8 gs) 8 g §) 2 8) 8) 8 8 8 g § g 8) 8) 8) 8) &
CHAINAGE elalstc 8 B 5 3 8 8 | 8] x] &
S 2 2 e S| &| &] 8
DWO08
SEALED SEALED SEALED
>
- i — tT a _ - —, a4 -
VERTICAL GEOMETRY GRADE 100% 22% 5.0% 21% 3.0% 11.0% | 50% [ee] 50% -120% 5.0% 15% 80%
VERTICAL GRADE LENGTH 6.454 22.801m hi 24.110m 5.783m 15513m 9.580m po 1.500m — 16.607m 426m 48.872 6. a
VERTICAL CURVE LENGTH (m) 7) weiss vol36) VeL15 VCL 15 VeL4 VOL15 VeL2 vcL15 VCL15 VCL15 VCL3.25 veL9s VCL15
= ina ime ee in mt = fe a
VERTICAL CURVE RADIUS (m) R50 R60] & R556 R60 RBS R200 R25 R25 RBS R60 Rio R188
DATUM RLL. 104.00 U 105.00 105.00 109.00 ~~ 110.00 109.00 ( 104.00 | “Ny
B/E/R/8/S) 8 8/8/8/8/5 B85 S/5|8 g/8 8/8/8/8/8 8 8/8 g g 8/8 8/§/8/8 § = S| 8] 8/8/82
LEVEL VARIANCE S|s]s]sjs s s|s|s]s/3 sis s|sfs sis sis{sfe]e 3 3\s = S 3|s s|sisfs 3 S 3 s|s]s
ON CONTROL LINE EJE/EJE]E = E/E/EJEJE S}=El= EJE]E El= E/E/E/S/8 g 8/8 8 8 8/8 E/E/E/E = = =] S| SfS]=
£)/8/8/8|z & 2/8)2/8|8 3 2/8/8 8) S/8)= By8 g 2/8/8]/2/E 8/8 a|2 a|2 & 2\8 =/8/8/8 8 8 8] 8] 8/e|s
DESIGN LEVEL = E/E = Ey= = = EyE|E =) E/EIE E\E 8 = = gys 8/8 8/8 8 8/8 =\E = = ey] =
ON CONTROL LINE
-2fglglg| *| glElSlgls 5 alee =lelelzl 18 >| Se /e|gl2 a2 8g 2 5 alz =lalglg ® | 3] =) gleg
CHAINAGE lela B/8| 5/8/38 R|8 8S] q Sleye e\2 3|s a]s fe | 8] 5/8/s
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
Micra, TEATREE PROPERTY PTY LTD TO D _ io oR LAKE MACDONALD DRIVE LOT ACCESS ROADS HOR 1500 | ay
eer aT oN ra on RURAL RESIDENTIAL SUBDIVISION LONGITUDINAL SECTIONS DrvigNunber
client. This drawing shall only
be used for this specific project engineers & project managers ‘Approved RPEQNo RP DESCRIPTION 8RP160703 :2RP852009:: 3RP137375 : 14omcHo7s : 1o1sPt42407 | SHEET 2 OF 2 19553-C1205
‘This drawing shall not be used Noosa: 07 54499600 Su
D REYNOLD: 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
for construction until marked as PO Box 61, Noosaville, Signed MCUAPPROVAL HORIZDATUM GDAQ4/MGA 256 i er ) Sheet Revision
‘Issued For Construction’ in the | A | 24.0320 | OPW SUBMISSION wD [email protected] —_ www.fodconsulting.com ROLAPPROVAL RAL 19/0018 VERT DATUM — AHD al lll 10 of 16 A
24.03.20 Ol
revision description, Rev | Date _| Revision Description Drawn ‘ABN 39 126 805 336 OPW APPROVAL RL DATUM [MEASUREMENT BAR- INCREMENTS N mm
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