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Approved Plans OPW22-0255
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Plans and drawings
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Log in to see the plans as drawnDocument Set ID: 22233970
22140426
-
CUT / FILL DEPTH
CUT / FILL DEPTH
DATUM RL = 92.300
DATUM RL = 94.900
DRIVEWAY PAVEMENT
DRIVEWAY PAVEMENT
Version: 1, Version Date: 09/01/2023
17/10/2022
DRIVEWAY SEAL OPTIONS
DRIVEWAY SEAL OPTIONS
HORIZONTAL CURVE DATA
HORIZONTAL CURVE DATA
OPW22/0255
(BASED ON CBR3 SUBGRADE)
(BASED ON CBR3 SUBGRADE)
VERTICAL CURVE RADIUS (m)
VERTICAL CURVE RADIUS (m)
VERTICAL CURVE LENGTH (m)
VERTICAL CURVE LENGTH (m)
CONTROL LINE CHAINAGE
CONTROL LINE CHAINAGE
EXISTING SURFACE LEVEL
FINISHED SURFACE LEVEL
EXISTING SURFACE LEVEL
FINISHED SURFACE LEVEL
A1 SCALE: H 1:500, V 1:500
A1 SCALE: H 1:500, V 1:500
4 JANUARY 2023
NOOSA COUNCIL
APPROVED PLAN
VERTICAL GEOMETRY GRADE (%)
VERTICAL GEOMETRY GRADE (%)
VERTICAL GEOMETRY LENGTH (m)
VERTICAL GEOMETRY LENGTH (m)
0 115.103 0 115.103
R6
R -9
7.953 0.247 115.207 115.454 8.475 0.197 115.243 115.440
3.1%
15.24
10 0.274 115.244 115.518 10 0.211 115.270 115.482
11.207 0.297 115.258 115.555
LONGITUDINAL SECTION DRIVEWAY LOT 13
LONGITUDINAL SECTION DRIVEWAY LOT 12
14.626 0.475 115.292 115.767
15.249 0.510 115.319 115.829
R 55
VC 8.02
32.7
2.7%
19.229 0.400 115.994 116.394
20 0.263 115.491 115.754
20 0.287 116.245 116.532
R -15
26.5 0.297 115.634 115.931
29.185 0.112 115.937 116.049
18%
26.57
30 -0.215 118.542 118.327
30 0.154 115.948 116.103
32.711 0.152 116.190 116.342
R 80
34.283 -0.032 119.128 119.096
VC 12.32
39.197 0.153 119.825 119.978
40 0.223 117.220 117.443
40 0.137 119.978 120.116
41.82 0.105 120.273 120.378
R 50
R 15
VC 5.28
44.479 0.121 120.518 120.639
23.47
18.4%
47.03 0.196 120.624 120.820
9.5
7.1%
48.469 0.124 120.799 120.923
50 0.042 121.020 121.062 50 0.005 119.281 119.286
51.32 0.003 121.226 121.229
R 40
R 20
VC 5.65
54.115 0.026 121.706 121.733
55.341 -0.055 120.324 120.270
56.235 0.049 122.144 122.193
55.489 -0.051 120.348 120.297
R 60
VC 1.39
56.181 -0.035 120.456 120.420
60 -0.059 123.070 123.011 56.876 -0.028 120.564 120.536
60 0.011 121.025 121.036
61.823 0.055 121.273 121.328
16%
14.44
68.608 0.062 122.352 122.414
70 0.060 125.123 125.182 70 0.051 122.603 122.654
70.624 0.054 122.719 122.773
R 60
R -20
VC 4.01
72.613 0.089 123.107 123.196
45.82
21.7%
80 0.206 127.147 127.354 79.871 0.213 124.658 124.871
80 0.214 124.687 124.901
90 0.192 129.334 129.525 90 0.161 127.048 127.209
42.87
23.1%
96.436 0.091 130.832 130.923
97.141 0.078 131.003 131.081
R 50
VC 1.41
97.841 0.076 131.173 131.249 100 0.087 129.429 129.517
98.795 0.080 131.405 131.486
100 0.082 131.702 131.784
106.396 0.045 130.948 130.993
17.51
24.8%
109.051 0.055 131.550 131.606
R 15
110 0.015 134.245 134.260
110 0.055 131.758 131.812
110.569 -0.012 134.413 134.400
113.49 -0.052 132.422 132.370
R -8
114.655 -0.124 135.282 135.158
R 40
VC 8.99
R 35
VC 8.3
117.299 -0.032 135.418 135.386
118.046 -0.262 132.892 132.630
118.865 0.001 135.425 135.426
6.29
0.3%
119.094 -0.240 132.870 132.630
120 0.001 135.429 135.430
120 -0.192 132.822 132.630
121.299 135.433
0%
17.87
130 0.423 132.207 132.630
131.537 132.063
Hydraulic Engineers
Callaghan & Toth
Civil, Environmental &
[OCR of page images]
__ —— Se \
Alexander David Toth 069 a Callaghan & Toth
NAME . RPEQ ao Civil, Environmental &
gf Hydraulic Engineers
~ 12/10/22 PO BOX 2305
i / NOOSAVILLE 4566
SIGNED DATE ay 1.16/90 Goodchap Street
JOIN SMOOTHLY TO EASEMENT a Phone 54749081
DRIVEWAY AND LOT 13 DRIVEWAY ays www.callaghanandtoth.com.au
| designed [MP] datum AHD DERIVED
— drawn MP
fo eT checked | ADT | Origin (B.M.) PSM 116668
HORIZONTAL CURVE DATA. R-9 R15 20 R-
approved
VERTICAL CURVE LENGTH (m) VC 12.32 V¢ 1189 lv #.01 vc b.99 SURVEYED BY
VERTICAL CURVE RADIUS (m) RBO Bt 10 RO MAX WATTERSON & ASSOCIATES
VERTICAL GEOMETRY GRADE (%) 2.7% 18.4% 16% 23.1% 0% PHONE: 5442 6121
VERTICAL GEOMETRY LENGTH (m) 32. 3.4 14.44 4287 78
DRIVEWAY SEAL OPTIONS 30mm AC10 COMPACTED TO MIN. 93% CDMRACTION WITH PRIMER EMULSION oroject
}
ASE II, HI 1 80 COMP AI 01 100% $T, A IOMP ACITIO| EVE ENT
DRIVEWAY PAVEMENT. Seep sepepe pe ten 2058 Seana Hes eH Oa SATE a ‘ge SAND OHA NDARD COMPACTION PROPOSED D LOPM AT
(BASED ON CBR3 SUBGRADE) 7 130 LAKE MACDONALD DR
DATUM RL = 94.900
3/8 z a| [els g g asigisis =sE/8 BIB g = a) gis) gs) alaig g COOROY
FINISHED SURFACE LEVEL s/s 8 2) Ss 8 z g Sgeees) saik ie a8 R 8 8 ge 8 gee g )
— == = =| SEE = = §/§/ 8/8] 8/8 assis ais 8 ag 8] Be] 8 2]2/2 &
3 ale = sl slele 3 = xlelalslele alslels als 2 @ @| etal a alela Sle ( a»
8 gle 5 a| slgls g 5 alg/sja/ale alglels als g g g| sis) 8 sles 3/2 Client
EXISTING SURFACE LEVEL 3 aig 3 8] 3/3) 3 8 a} olsisigll8) SIRs ge < 3 3 85) 3) gale als
SO = == = =| SEL = = = §/§/§/ 8] 8/8 assis als 8 a 2] 2/2] 8 2/2/2 ae
S. ARNOLD & L. PETERSEN
CUT / FILL DEPTH BIE g 5] sla) 8 8 8 8)B/3/8lz/8 glslalg |= 5 5 3] g/g) 8 gjs/e g
=|N Nn A; =l<| = Q 3 eyeVelels|s S/S} a/S QIN = S S| 3/5 S QQ +
sis Ss s| slol a Ss so BASIL slo s|s| alo s|o s Ss 3|_ s|o ge 912 s q J
els els S
® g| |= 3/gisle] |x g| jale 5 3) 8 | g a8 3 —_ |)
CONTROL LINE CHAINAGE e wo) 2] FE 4/§/2/5)_|8 8] |S 5 ° 8 S/o) 3 sel, ole |
° 32 g | asia g 8 8/8] s|s|3ls alele|s 2/8 8 3 2 S/F) S] IES 28 ‘te
A1 SCALE: H1:500, V 1:500 DRIVEWAYS LONG SECTIONS
LONGITUDINAL SECTION DRIVEWAY LOT 12
JOIN SMOOTHLY TO EXISTING LOTS 11-13 OF THE
CONCRETE DRIVEWAY RECONFIGURATION OF LOT 233
ON MCH4301
APPROVED PLAN a] —— Parish of TEWANTIN
OPW22/02 - County of MARCH
59 NOOSA SHIRE COUNCIL
NOOSA COUNCIL Locality of COOROY
an RK)
JOIN SMOOTHLY TO EASEMENT 7
ee ese
DRIVEWAY AND LOT 12 DRIVEWAY I SCALE
0 5 TO wees B
scale
1:500(A3) SCALE SHOWN IS ORIGINAL DRAWING SCALE
HORIZONTAL CURVE DATA. R6 R-15 R20 R15 Fone Sarees te ooRnNS
Kase ony omensions proved
VERTICAL CURVE LENGTH (m) VG 8.02 C 5.28 IC 6.65 vl 4 Vve|8.3
VERTICAL CURVE RADIUS (m) a RO RAO Bt RBS REVISIONS
VERTICAL GEOMETRY GRADE (%) 3.1P. 18% 7.1%. 21.7% 24.8% 013% i
VERTICAL GEOMETRY LENGTH (m) TS.PF 6.57 o! 45.8. T7.5T 29] A | FOR APPROVAL
& | ANMENDED FOR APPROVAL
Cc
DRIVEWAY SEAL OPTIONS 3mm] AC}o COMP ACITED TO{MIN. 937 COMPACTION WITH PRIMER EMULSIDN
(SUBJECT TO SUBGRADE CBR TEST) BASE 125mm THICK TYPE|2.1 CBR80 COMPAICTED TO 100% STANDARD COMPACTION
UBBASE tbOmn| THICK TPE) 2.31|CBR45 COMPACTED TO 100% STANDARD |COMPACTION
DRIVEWAY PAVEMENT FILL|FROM SUBGRADE| TO|SUBBASE AS REQUIRED CBR6 COMPACTED TO 100% STANDARD COMPACTION
(BASED ON CBR3 SUBGRADE)
DATUM RL = 92.300 FILES
3 eB] 8/8) 88 S| 68 =/5) | s8/8)8) 8) 8] s 8 3 g ga) 8/8 18 gs} 3) 88g COMPUTER DIRECTORY
FINISHED SURFACE LEVEL 6] s]s} ols) s/o 2 3 sis} s] sisisisi s] a] 3 6 5 g slsisisis zis] 3} sisls X:\JOBS\CT PROJECTS IN PROGRESS\2151 130
=| =fe} = == =| __= ={e}e} =} ~}ejeje} =} = ~ ~ ej} jr} =} jee LAKE MACDONALD DR\DESIGN
2 x slelalal ste ale slele] el slalelel el le 9 e < alalolsls alal al el slele
2 a] S18) 85] 3s 3} 8 SSS] &) sels) s) =] § 8 = 7 gisjEjsie ale} 8} s/g/gyg
EXISTING SURFACE LEVEL 3 a slo} ols) slo a 3 slals| sl siclcix| cl al os iS x a sl<lel=l= siz| 3] slalals
So = S| EIE, SIE] FE S| = Seis] §| sisisi8) § 8) 8 a 8 g 8/8] 2/8/82 33) 38) 88s FOR APPROVAL
CUT / FILL DEPTH s|x/5} ele) gis 2 3 gisls) a] slalgig] a} ge} 8 g g g ale/elals eS) 8 Slsls
a S8) Sa] 38 8/8/8) 8) 3/8/38) 8) g 8 Rg & 3/§)/§/8/8 5 3/3/83
si clo] slo} ols e g slels] 6] siaidic| dls g s s s sioldlala slel 8) Sidl6 Sheet 7 of 13. sheets
x] elal e ° % o| le wl 2 e|-|-|2 al sl als] 8 craving number
CONTROL LINE CHAINAGE g| |g) &3a] 8 8 =| Ja} §) 3/§} la} =] 8 g/2/3]2], off} 2} 8lo8
8] oS) Ss] Sle el $s algle| =| sisielcl al sl oe ° 3 g allel s/8 eg} =} S]e/g/a 2151 07
° rLel=| [2] gle sl 3 alsis|_3|_s/slsls 8 g/5[5/s|& Elz] =| =/=/S|8 _
At SCALE: H 1:500, V 1:500 C
LONGITUDINAL SECTION DRIVEWAY LOT 13 Se 7
Document Set 1D; 22288026
Version: 1, Version Date: 09/00/2024
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