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Approved Plans - OPW22-0255
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Original PDF page 9, section 2. The text section number identifies this passage in the reader.
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 —— 9 (— >
X= 1165.61 4in6 -3% 3% Lin ga -3% 2%, — —
Centreline Data —— __ inom 3y 3% ting ¥ = 2083.028 ap __ > Callaghan & Toth
Y= 2120-908 Pe a a ee DATUM RL 131.000 Civil, Environmental &
Z= 119.286 T- — : — . .
Saf x g| sis yt Hydraulic Engineers
DATUM RL 118.500 DESIGN 8) 8) 3 a) 8/5
ga g a RE 2 e| = = 2 ele NOOSIVLLE, 4386
DESIGN 2| 3] 2 2 2] 2] 3 ge) & B SE yt 1.16/90 Goodchap Street
SSS SURVEY al =| 5 5 5| Sls Centreline Data = Phone 54749081
g 3] 2 8 rT} ot] 8 jo — ~j X= 1178.869 www.callaghanandtoth.com.au
SURVEY g 2) 2 2 2) 2 2 st} ol 098.089
=| =] = = FL = OFFSET 5| 8} 8 8 3| 3/s Z= 132.630 ~~ designed [MP | datum AND DERIVED
OFFSET gs] 3) 8 8 sl sl 5 S| S s| aia DATUM RL 129.500 | own TWP
gf sf os S <a] a CHAINAGE 110 DESIGN SI 3| 8 8 8] 8/8 checked | ADT | Origin (B.M.) PSM 116668
Centreline Data 8 g] 8 8 8] 88
CHAINAGE 50 ereee7o = an > stot
087.110 -3% 3% SURVEY IN 8) & 8 8] S18 approved
ve “] 7 he e eB 2 2] 22 SURVEYED_BY
DATUM RL 129.000 MAX WATTERSON & ASSOCIA
i , 3% ge] = g a] 38 OFFSET s 3| 3 8 s| sig wal & TES
Contreing Data a Meson aki c al ale 3 a 8 g a 85 [eHone: 5442 612 J
Y = 228.962 a poo S = = sj ile
2211744300 pe] se] & g a] 38 CHAINAGE 131.359 (_ \
DATUM RL 116.500 SURVEY RX] & g a] al & project
DESIGN a = = OFFSET alg] g 3 el ele 6 % , || PROPOSED DEVELOPMENT AT
= E| = = 8] 8 3 a] 8/8 _—
= S15 z > se] S | aa — 130 LAKE MACDONALD DR
5 gy gq ¥ __
SURVEY £ e) x x CHAINAGE 100 —~ COOROY
e als
, , KR
OFFSET & 3] & 8 8] gS Centreline Data Centreline Data
. . . 2 = NIN X = 1147.828 BY 3% X= 1178.231 _—————————————————————
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 5 Se 8 s| 8 3 5| als .
Centreline Data sans 4 4 ing DESIGN a|§ 8 s| 8) 8 DESIGN g 3] 8 3 a) 38
ee rd ae iz g yas comer g aE 5 ee
z= 116.103 SURVEY RIN] 5 g| g| 8 8 5] 5 g al als OO OF
RIS] 8 8 §} § & a Sf e = == title
DATUM RL 115.000 3 al es
Ss) gs) 8 g sr ¥ OFFSET 2/2/83 8 8} gl 8 OFFSET 8 8| 8 3 3} is STAGE 2 LOT 12 DRIVEWAY
DESIGN #4 2 ¢ g| gf ¢ wale 2 a : 1 = =I! 1) | CROSS-SECTIONS
=i El = = S| =| = CHAINAGE 90 CHAINAGE 130
e| al 8 3 eg} gs
SURVEY 5] sl 3 8 s| | os Centreline Dat FROM CH55-CH106, INSTALL 0.6m WIDE
tata at ata] ee ee ae LOTS 11-13 0 THE
3 s s 096.788 e
OFFSET B) 8) 8 8 8 g 8 z= 124.902 ROCK, 150mm THICK OVER A34 GEOFABRIC - RECONFIGURATION OF LOT 233
a = DATUM RL 124.000 oo ON MCH4301
CHAINAGE 30 BETS z Sz oo
a ag]8 é {|e 8 cenvetine bet se Parish of TEWANTIN
Blt] oO + aq So entreline Data 3
Centreline Data : SURVEY xiglz = gsi os Y= osa'ee0 a] County of MARCH
Yai sis Sk Ses = | S| _= zien NOOSA SHIRE COUNCIL
Y = 2126.189 : D3 a = —— = =
Z= 115.754 ST j— —}— — -—S- OFFSET g\s|s gs si g g DATUM RL 131.500 *
DATUM RL 115.000 alsi| © g a oF x) s) 8 3 EDS 3 Locality of COOROY
=| 8] 8 g ge] 8 DESIGN gs} og} Sl 3 3} 38 3
DESIGN 3] ol 3 es CHAINAGE 80 S| 8} 8 8 a] 8 g
S| S| = = SLs} = —~ ag) 8) 3 8 S] 8 8g SS
S| eg] = g ge 8 Peep 3% 3% 1 SURVEY a] og) 8 g a] 3 8 YF
SURVEY 2} 2 2 2 i Gentreline Data Po ES a = ls = SCALE AS SHOWN
3] 8) 8 2 iinet —_ OFFSET 8 s| 8 8 g| 8 5
OFFSET sy} 68] 8 g s| g| 3 = 122, a] al 8 2 g
es 8 a S| & DATUM RL 121.500 CHAINAGE 120
3s 3, 3 % 3,2 g
CHAINAGE 20 DESIGN sl os] s a al § q
x =} = sts 2 . J
: 3S 3 3 g
Centreline Data SURVEY a Sl 8 < 4 a < DW LOT 12->DW LOT 12 HORIZONTAL SEGMENTS
crea ain8 3% 3% tin so ——}— = — = PT] CH | EASTING | NORTHING | HEIGHT BEARING | DEP.SEG | DEP.RAD | DEP.LEN REVISIONS
ti g} sl es 8 el 2 >
DATUM RL 115.000 OFFSET a} olf 8 Bs 8 s | 0000 | 1080463 | 2123483 70441294" | arc | -9000 | 9.475
ag) 8 g 3 8) 8 A |_FOR APPROVAL
DESIGN 8]6 8 8 os] 9) 2 CHAINAGE 70 ct | 8.475 | 1088554 | 2122387 | 115.440 | 70°4412.94" | LINE 20.710 8 | AMMENDED FOR APPROVAL
ote bee = tot 5 c
alg] 5 §| al & — 4 tc | eo185 | 1108105 | a1e9.220 | 116.049 | 7oraaiec4" | arc | 15000 | 26.156
rr
SURVEY sje) 8 2 s} s) 2 , Le [ar a 3%
E|F| = S| Fl = Centreline Data ins <= ct | 55.341 | 117.854 | 2117.498 | 120270 | 170°38’41.09" | LINE 6.482
sisi —
OFFSET Beye 8 3] 8} 8 22121038. tc | 61823 | 1128908 | atte | 1a1328 | 170°38’4109" | arc | -20000 | 18.048
ok : 3 al al a
CHAINAGE 10 DATUM RL 120.000 _ =e = _ 5 ct | 79871 | 1138964 | 2096850 | 124.871 | 1ese’es.33° | LINE 26.525 FILES
s| 3 g a, 8 q
OORT DESIGN N g| 8 5 al & & Tc | 106.396 | 1162177 | 2084.15 | 130993 | 118°56'25.33" | arc | -8000 | 12698 Gan DIRECTORY <
= oe = — = X:\JOBS\CT PROJECTS IN PROGRESS\2151 130
Centreline Data 5 8] 8 8 R] & = cT | 119.094 | 1173111 | 2087.260 | 132.630 | 28*00°00.00" LINE 12.443
Centreline ‘ms i a0 ting SURVEY & | 8 & | 5 5 LAKE MACDONALD DR\DESIGN
Yee a7 - 7. + Pe: = = = I = E | 131537 | 1178.953 | 2098.246 28°00'00.00"
: @ ale
DATUM RL 114.500 OFFSET 4 8) 8 3 3) 8 8 FOR APPROVAL
Z z ? Ys 3 els 8
DESIGN 3 2 CHAINAGE 60 N i
= = exander David Toth 6069
= = APPROVED PLAN Mexonee een Sora Shest 9 of 13. sheets
SURVEY 3 3 f drawing number
ele E = = LOT 12 DRIVEWAY CROSS-SECTIONS OPW22/0255
elle : al ale 12/10/20 2151-09
OFFSET Sele g a ae A1 HORZ SCALE:1 : 100 eNO MAY ound =n on
CHAINAGE 0.01 A1 VERT SCALE: 1 : 100 date OCTOBER 2022 yy
Document SettD: T404260
Version: 1, Version Date: 17/10/2022
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