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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 drawn3%
CHAINAGE 110
3%
3%
3%
3%
CHAINAGE 100
1.500 129.381 129.569 1.500 131.877 131.866
CHAINAGE 70
CHAINAGE 60
CHAINAGE 90
1.500 120.787 121.081 1.500 122.440 122.699 1.500 124.642 124.947 1.500 126.997 127.258
CHAINAGE 80
2.000 129.365 129.486 2.000 131.917 131.783
1 in -6
2.400 129.352 129.352 2.318 131.942 131.942
2.000 120.708 120.998 2.000 122.386 122.615 2.000 124.626 124.864 2.000 126.980 127.175
1 in -6
1 in
1 in
1 in
-3
2.651 126.958 126.958
-3
2.782 124.603 124.603
-3
1 in
3.057 122.263 122.263
-3
A1 VERT SCALE: 1 : 100
A1 HORZ SCALE:1 : 100
3.654 120.447 120.447
DESIGN
OFFSET
SURVEY
Z = 132.630
Y = 2098.089
X = 1178.869
DESIGN
OFFSET
SURVEY
Z = 132.630
Y = 2096.889
X = 1178.231
Centreline Data
LOT 12 DRIVEWAY CROSS-SECTIONS
DATUM RL 129.500
Centreline Data
-8.841 130.221 130.221
DATUM RL 130.000
DESIGN
OFFSET
SURVEY
Z = 132.630
-7.705 130.600 130.600
Y = 2088.060
X = 1173.537
Centreline Data
DATUM RL 131.500
-
-2.822 132.228 132.228
1 in
1 in
-3
-3
-2.000 132.393 132.502
OPW22/0255 -1.500 132.497 132.585
4 JANUARY 2023
NOOSA COUNCIL
APPROVED PLAN
1 in
-3
-3%
0.000 132.822 132.630
3%
-2.000 131.655 132.502
CHAINAGE 131.359
1.500 133.141 132.675 -1.500 131.753 132.585
-2.000 131.781 132.502
CHAINAGE 120
2.000 133.243 132.592
CHAINAGE 130
-1.500 131.881 132.585
-3%
-3%
0.000 132.085 132.630
1 in
2
0.000 132.207 132.630
3%
4.201 133.692 133.692
3%
1.500 132.395 132.675
1.500 132.519 132.675 2.000 132.498 132.592
2.173 132.534 132.534
2.000 132.622 132.592
2.103 132.643 132.643
Hydraulic Engineers
Callaghan & Toth
Civil, Environmental &
[OCR of page images]
Centreline Data 9 % os “3% 3% (—
. Xe set yng en = Dae Callaghan & Toth
Centreline Data) —— egy 6 3y 3% ting 3 = 2083,026 a __
X= 1126.076 [in -——* pn = 1314 ivi i ental &
Y = 2122.504 —t~~ Ss DATUM RL 131.000 _- Civil, Environm
2° 119.286 Saf x g| sis yt Hydraulic Engineers
DATUM RL 118.500 DESIGN Be & S a) 88
B| 3) 3 5 =| a|5 PO BOX 2305
2 %| & g 3] a] 8 [el] = = =| He NOOSAVILLE 4566
DESIGN 2} eg) ge 2 2} 2) e 8| 3] 3 e Bl] ald yt 1.16/90 Goodchap Street
3}—S}-3 = SSIs SURVEY 5] 5) & 5 5| Sls Centreline Data — Phone 54749081
g) 3 eg a 2| 3) 8 =|e} = = =| =| X= 1178.869 www.callaghanandtoth.com.au
SURVEY g 2) 2 2 2) 2 2 +] 2] o ° ol clo 098.089 -
= =| = = =i oF OFFSET 5] 8) 8 3 8) 8/5 Z = 132.630 designed | MP datum AHD DERIVED
eg} gles 2 s| el 5 ys) 3 S v| aia DATUM RL 129.500 a drawn MP
OFFSET Bg 8 8 g| §| 8 CHAINAGE 110 R S| 8 3 | Ble checked | ADT_| Origin (BM.) PSM 116668
ine Data DESIGN 8 a] 8 8 a] sis re
CHAINAGE 50 Gontelne Da . i ale 5 atte |
087.110 -3% 5%. iN 2 approver
29.524 —_ 7 — IN SURVEY iS Bl] 5 a a] sis Pe
— 8 eB & g g| Be SURVEYED BY
DATUM RL 129.009 S ale WAX WATTERSON & ASSOCIATES
Centreline Dat 2 3% Ba) & 8 8) 8] 8 OFFSET & S| 8 8 8] Sie PHONE: 5442 6121
Xeutt86e at “we a DESIGN alg] & a a} gk ep oF 3 =| ala LC 7 J
zis | sa, £ g 3) Ss CHAINAGE 131.359 (aa)
DATUM RL 116.500 SURVEY RX] & g a] al & proj
DESIGN a = = alg] g 3 el ele 6 6 _ || PROPOSED DEVELOPMENT AT
= ELE = = OFFSET asl 2 s B 8s j— 130 LAKE MACDONALD DR
Y 7 So = A} Nw
5 gS z = __
SURVEY £ e) x x CHAINAGE 100 —~ COOROY
e als
OFFSET & 3] & 8 8] gS Centreline Data Centreline Data —__
y YET S =| ala X= 1147.828 39 3% X= 1178.231 i.
091.949 — _ ing Y = 2096.89 A Client
CHAINAGE 40 Z= 127.213 TS —— __ Z= 132.630 _—
DATUM RL 126.500 DATUM RL 130.000 S. ARNOLD & L. PETERSEN
ale q re 8 3] 8 8 S| Bs °
. 3% ling’ ~~ ~—«| DESIGN SS 5 al | DESIGN 8 a] 3 g al als
Centreline Data grin __3% eg 7 =|= = =| =| 5 S =| = = sts
X= 1108.881 ee ee B g zg} sl 8 8 2] 8 g bl 3s _
y= 2120467 SURVEY ISIS 5 s| g| s SURVEY 8 a| 5 8 8] ss _——————————
ata The = Sj} = >— = 4+ title
DATUM RL 115.000 3 al es
3) sg] 8 g gg) & OFFSET 2/2/83 3 8} gl 8 OFFSET 8 s| 8 3 3} is STAGE 2 LOT 12 DRIVEWAY
DESIGN 2 ee 2 gg 2 sels 2 -l_s|_s * — . —“51) | CROSS—SECTIONS
=i El = = S| =| = CHAINAGE 90 CHAINAGE 130
e| S| 8 3 gal Ss
SURVEY 3] sl 3 3 s| o| s : FROM CH55-CH106, INSTALL 0.6m WIDE
=| =| = = =| ELF Centreline Data TABLE DRAIN AT 1:2 WITH 1:2 FINISH CUT LOTS 11-13 OF THE
el el es 036.788 —_— BATTER. LINE TABLE DRAIN WITH 1509
OFFSET a 8] 8 3 3) 3) & Z= 124.902 ROCK, 150mm THICK OVER A34 GEOFABRIC - RECONFIGURATION OF LOT 233
yf as 8 fl sls DATUM RL 124.000 37 ON MCH4301
CHAINAGE 30 ERE 5 Se s
_ ais] 8 2 S| | 8 centetine Det oe Parish of TEWANTIN
BiSTs S yy Z entreline Data 03
Centreline Data ti SURVEY sls|s z x sls += 2008-080 a County of MARCH
Y=2128 188 ys wy Res =n = + 25132690 NOOSA SHIRE COUNCIL
z= 116.764 — -|-— +> ~- elg/g 8 el sl og DATUM RL 131.500
DATUM RL 115.000 OFFSET sig) 2 8 BS gs, 8 g eye 3 Locality of COOROY
=| 8] 8 g ge] 8 DESIGN gs} og} Sl 3 3} 38 3
DESIGN 3] sl oS 6 es CHAINAGE 80 S| 8] 8 8 3] 8 g
=] | = = Sa _ g 3 3 3 zs 3 V S
za, = & ss) ey 3% 3% SURVEY si al a a s| 8 oF
3} af 3 3 | 3) 6 Centreline Data ha 1 in. 2 S| 2 2 S| 2 =
SURVEY g) 2) 8 2 2 ef 8 one ne } pS ~ = ~ slo ~ SCALE AS SHOWN
103.524 —_ OFFSET g 8 8 S 3S Ss S
OFFSET a a2 3 3 8 2 DATUM RL 121.500 S| fs s =| 8 S
St S ris _s : z CHAINAGE 120
3s 3, 3 % 3,2 g
CHAINAGE 20 DESIGN a] oa] Ss Sg a] a
x =} = sts = . J
: 3S 3 3 3
Gentreline Data SURVEY eos 8 g al 3 < DW LOT 12->DW LOT 12 HORIZONTAL SEGMENTS
32 3122,890 3% 3% tin 6 > = — = pt | CH | EASTING | NORTHING | HEIGHT BEARING | DEP.SEG | DEP.RAD | DEP.LEN REVISIONS
Z= 115.482 ain 6 I 3 gle ° eo] o 5
DATUM RL 115.000 [fT J OFFSET x} 6g] 2 8 B| 8 8 s | 0000 | 1080463 | 2123.483 70441294 | arc | -9000 | 8.475 =
als) 2 3) 2] 8 - a A | FOR APPROVAL
DESIGN ols] Ss 3 3} 3] 8 CHAINAGE 70 ct | 8.475 | 1088554 | 122.367 | 15.440 | 70°4412.94" | LINE 20.710 & | AMMENDED FOR APPROVAL
vi = > Sit c
alg] 5 §| al & oO aR tc | eo185 | 1108105 | a1e9.220 | 116.049 | 7oraaiec4" | arc | 15000 | 26.156
SURVEY sje) 8 2 s} s) 2 , Le [ar a 3%
SIF = =| =| = Centreline Data ins — ct | 55.341 | 117.854 | 2117.498 | 120270 | 170°38’41.09" | LINE 6.482
asl 8 el el YE 2172800 7
OFFSET 2g 8 3 8} s| g Z = 121.036 TC | 61.823 1128.908 2111.102 121.328 170°38'41.09" ARC -20,000 18.048
my a So A a “N
CHAINAGE 10 DATUM RL 120.000 _ =e 5 se = ct | 79.871 | 1138964 | 2096.850 | 124.871 | se8s6’25.33° | LINE 26.525 FILES
s| 3 g Bg q
OORT DESIGN N g| 8 5 al & & Tc | 106.396 | 1162177 | 2084.15 | 130993 | 118°56'25.33" | arc | -8000 | 12698 a ORTH
To = os = = = XK \WO I 151 1
Centreline Data 5 8] 8 8 x) & 3 ct | 119.094 | 1173111 | 2087.260 | 132.630 | 28*00°00.00" LINE 12.443 LAKE MACDONALD DR\DESIGN
X= 1080.471 rin ___-3% 3% lin SURVEY 5 al 8 5 g| 8 g
YE ~~ T>- a =e = — = a“ = E | 131537 | 1178.953 | 2098.246 28°00'00.00" IM
= 116: @ ale
DATUM RL 114.500 OFFSET 4 8) 8 g g 8 8 FOR APPROV
zg g ? Ys 2
BN g
DESIGN 2 a CHAINAGE 60 Alexander David Toth 6069
= = APPROVED PLAN eee oz Sheet 9 of 13. sheets
8 3 . =
SURVEY 3 3 drawing number
gee = = LOT 12 DRIVEWAY CROSS-SECTIONS OPW22/0255 0)
wlolo 12/10/22 —
OFFSET sels g a] ale A1 HORZ SCALE:1 : 100 NOOSA COUNCIL c
aa < AS “4: 4 JANUARY 2023 SIGNED DATE
CHAINAGE 0.01 A1 VERT SCALE: 1 : 100 XK date OCTOBER 2022 yy,
Document Set 1D: 22286826
Version: 1, Version Date: 09/00/2024
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