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Plans for Approval - OPW22-0255
Original PDF page 9, section 2. The text section number identifies this passage in the reader.
Plans and drawings
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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
-1.500 132.497 132.585
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 —— 9 (— >
X= 1165.611 rin -3% 2% Lin ga -3% 3% —
Centreline Data —— __ 5 ti 083.028 es LF Callaghan & Toth
X= 1126.076 Peps 8 3% in-6 Z= 131.821 —_ — Civil. Envi 1&
ert — |-—P ~~ — _DATUM RL 131.000 _ ivil, Environmenta
DATUM RL 118.500 8/3) 8 g 8] 23 a Hydraulic Engineers
° ed zg sR 8 DESIGN 5/ B| & 5 5] 8/5 PO BOX 2305
g| 3] 8 8 a a) & NOOSAVILLE 4566
DESIGN 2} 3| 2 2 2} | 2 supvey #8) 8 8 Ss) sls yt 1.16/90 Goodchap Street
sisl & z sl sls Centreline Data = Phone 54749081
g) 3 eg a 2| 3) 8 ee] 2 2 2] ee X= 1178,869
SURVEY 3 a 3 3 3] 3 S alo! o S sl cle 098.089 www.callaghanandtoth.com.au
= =| = = =i oF OFFSET 5] 8) 8 3 8) 8/5 Z = 132.630 designed | MP datum AHD DERIVED
ala) 2 8 5
OFFSET g| gl 8 3 al al 5 YS 8 als DATUM RL. 129.500 _ ot < eal drawn [NP]
oy S| ov oS =| all A CHAINAGE 110 DESIGN 8 a @ 8 5) Sie checked | ADT | Origin (B.M.) PSM 116668
CHAINAGE 50 Centraline Data 2 e| 2 2 2 ee
087.110 3% 3% IN 8) 8 8] SI8 d
29.524 —_ 7 = eg SURVEY Ss zl = a | als opprove
DATUM RL 129.000 - =| = = “| =F SURVEYED BY
SErE 5 3 STs onrser 5 ale 3 al ele WAX WATTERSON & ASSOCIATES
i 9 % 5 = & 8) Ss) 3 5 S| & bs .
Centreline Data vo -3% = DESIGN g g g gl alg ep a] = g 2) 315 ( PHONE: 5442 6121 J)
Y = 2128.962 _L — — g g N & 8 8
hae Ae Sg, e g 5, 3g CHAINAGE 131.359 ————wo—s
DATUM RL 116.500 SURVEY RX] & g a] al & project
5 zs y z .
DESIGN © rn = = OFFSET eg) 8 8 s| ele 3% 3% ., || PROPOSED DEVELOPMENT AT
= ee = = 8] 8 3 a| S| ¢ _—
5 gS z = ss] 5 S | sia el 130 LAKE MACDONALD DR
SURVEY | gf & 8 = CHAINAGE 100 _ COOROY
e als
, 7 \ )
OFFSET & s| & 8 8 8 8 Centreline Data Centreline Data
x x ~ 2 = NIN X = 1147.828 3% 3% 1; X= 1178.231 _—————————————————————
CHAINAGE 40 yes 1. -— 2G a Client
DATUM RL 126.500 DATUM RL 130.000
ale x Re 8 3 S| 8 3 Eg) ak S. ARNOLD & L. PETERSEN
So, 3 nano DESIGN RIS nN nl x) os DESIGN 3 al a a al als
Centreline Data wea! wy 3% Nig Se 8 RR} 8 8 8 8 8 &| &e
X= 1108.881 ww P| —— —— SB S| sls 3 b> 2 S Zl IS \ J
2 Tet08 SURVEY sisi S R g| gl SURVEY 3 5| 5 8 a] als OO OF
, \~ = “|—-|—= = — = 3 title
DATUM RL 115.000 3 al es
2] S| 8 g za s OFFSET gig) 8 3 s) 8] 8 OFFSET § 8) 8 3 3} is STAGE 2 LOT 12 DRIVEWAY
DESIGN ws} wl 6 s s| s| 6 sha 6 =| a a y SL oy 6 =| ala CROSS-SECTIONS
31-3} 5 z Bl ale CHAINAGE 90 CHAINAGE 130
3] 8.5 ¥ el
SURVEY 5] sl 3 8 s| | os Centreline Dat FROM CH55-CH106, INSTALL 0.6m WIDE
tga et | ee ee ae LOTS 11-13 OF TH
2 el el x .
OFFSET #) §| 8 8 e} s| 8 2 = 124.902 ROCK, 150mm THICK OVER A34 GEOFABRIC - ROS ON OF LOT 233
= DATUM RL 124.000 = 430
CHAINAGE 30 OESIGN BE 3 ya Se
ala] & a} a} 8 = .
S|S|S = SS = 39 3% TEWANTI
Bele 5 yf y Centreline Data awd 3 Parish of IN
Centreline Data 5 om 3% Lin-g SURVEY gis z z < = = Fe ee eeg ASe=] County of MARCH
Y =2126.189 ai = Ling So = =| = Z= 132630 ~~
22115758 _ Ae _j— —J ss _ sls = > NOOSA SHIRE COUNCIL
— elg/g 8 sl sl ag DATUM RL 131.500
DATUM RL 115.000 OFFSET sig) 2 8 BS gs, 8 g eye 3 Locality of COOROY
rl 3 321s DESIGN al al a a al a 3
DESIGN } 3] 8 3 z] 3] 3 CHAINAGE 80 se 8 2 | 8 8
<} 2} 2 2 e| =| = a 33 y aed 5 \ J
—~ Ls, gq; 3] 2 g z] 3 3
=| &] = g gg) 8 , pep pe ti SURVEY gs} og) 8 3 g| 3 3 a
SURVEY =| =] = = | 2] = xeisi gs — ys sts = 1 = SCALE AS SHOWN
> ° ° o =
al al 3 3 al sls 2iizesa OFFSET a} 8) B 8 3) 8 8
OFFSET S| S| & 3 3) gs = Y b 7 Ss = +
s] sp S a DATUM RL 121.500
s| 8] 8 8 Z| & g CHAINAGE 120
CHAINAGE 20 DESIGN al sl § a al 3 g
A \ S
Centreline Data SURVEY a BR & q 8 8 DW LOT 12->DW LOT 12 HORIZONTAL SEGMENTS
Y = 2122.890 9/ 3% Tin = =| 5 = S| 5 = REVISIONS
22415482 sino 3% 6 ——}— pt | cH | EASTING | NORTHING | HEIGHT | BEARING | DEP.SEG| DEP.RAD | DEP.LEN
ti g} sl es 3 a] s
DATUM RL 115.000 OFFSET a} ol 8 a 8 8 s | 0000 | 1080463 | 2123483 70441294" | arc | -9000 | 9.475 eee
En g |] 2
DESIGN slo} s 2 | 3] 2 CHAINAGE 70 ct] 8475 | 1088554 | 2122387 | 115.440 | 70°4412.94" | LINE 20.710 5 | AMMENDED FOR APPROVAL
a Cc
SURVEY alg] 5 §| al & FS tc | eo185 | 1108105 | a1e9.220 | 116.049 | 7oraaiec4" | arc | 15000 | 26.156
sls] o 8 s| 2] 3 , S [yz 3%
==} = =|" = Centreline Data in — CT | 55.341 | 1127.854 | 2117.498 | 120.270 | 170°38’41.09" | LINE 6.482
3/8 8 3 si s 112.900 —
OFFSET Beye 8 8} 8] 8 Z= 121.036 tc | 61823 | 1128908 | atte | 1a1328 | 170°38’4109" | arc | -20000 | 18.048
ok : Mi
CHAINAGE 10 DATUM RL 120.000 _ ais g stg 5 ct | 79.871 | 1138964 | 2096.850 | 124.871 | 118°se’e5.33" | LINE 26.525 FILES
s| 3 8 a, 8 q
OORT DESIGN A g| 8 N a] & g Tc | 106.396 | 1162177 | 2084015 | 130993 | ue*se25.33° | arc | -8000 | 12698 COMPUTER DIRECTORY
Centreline Data 5 8] 8 § a, 8 = ct | 119.094 | 117311 | 2087260 | 132630 e28*o0'0000" | LINE 12.443 WOBS\CT PROJECTS PROGRESSAZIST 150
: : SURVEY 2 e| 2 ¢ S| 5 3 i ; i i A ; LAKE MACDONALD DR\DESIGN
X= 1080.471 vin -3% 3% ling A al 8 N a] § g
ree oT t- =P = —— E | 131537 | 1178953 | 2098.246 28°00°00.00"
DATUM RL 114.500 OFFSET 4 8) 8 8 g| 8 3 FOR APPROVAL
Z z ? Ys 3 els 8
DESIGN 3 3 ‘
£ 2 CHAINAGE 60 Alexander David Toth 6069 sheet 9 of 13. sheet
SURVEY 5 8 NAME RPEQ : ee of sheets
6 6 “ rawing number
eee é £ LOT 12 DRIVEWAY CROSS-SECTIONS
elle : al eke 12/10/20 2151-09
OFFSET ge|8 g | ele A1 HORZ SCALE:1 : 100 ~~ ol 2
CHAINAGE 0.01 A1 VERT SCALE: 1 : 100 date OCTOBER 2022 yy
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