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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 drawn134.131 -2.000 135.304
-1.500 126.984 127.309 -1.500 129.188 129.480 -1.500 131.591 131.739 -1.500 134.350 134.215 -1.500 135.451 135.388
3%
-3%
-3%
-3%
-3%
0.000 127.147 127.354 0.000 129.334 129.525 0.000 131.702 131.784 0.000 134.245 134.260 0.000 135.432 135.433
CHAINAGE 80
CHAINAGE 90
3%
3%
3%
-3%
-3%
CHAINAGE 110
CHAINAGE 100
A1 VERT SCALE: 1 : 100
A1 HORZ SCALE:1 : 100
1.500 127.308 127.399 1.500 129.500 129.570 1.500 131.814 131.829 1.500 134.140 134.215 1.500 135.412 135.388
CHAINAGE 120.942
2.000 127.360 127.315 2.000 129.556 129.487 2.000 131.851 131.745 2.000 134.105 134.131 2.000 135.406 135.304
2.198 135.403 135.403
1i
1i
1i
1i
n-
n-
n-
n-
2
2
2
2
2.600 127.427 127.015 2.600 129.622 129.187 2.600 131.895 131.445 2.600 134.063 133.831
1 in
1 in
1 in
2
2
LOT 13 DRIVEWAY CROSS-SECTIONS
2
Hydraulic Engineers
Callaghan & Toth
Civil, Environmental &
[OCR of page images]
Callaghan & Toth
Alexander David Toth 6069 DW LOT 13->DW LOT 13 HORIZONTAL SEGMENTS Centreline Data ag, ;
NAME . RPEQ X= 1127.47 Civil, Environmental &
PT CH EASTING | NORTHING | HEIGHT BEARING DEP.SEG | DEP.RAD | DEP.LEN Ye 2025.202 3% 3% Hydraulic Engineers
12/10/22 s | 0000 | 1080464 | 2123.484 194°52’55.07" | ARC 6.000 | 7.953 DATUM RL 135.000 PO BOX 2305
STE 3 es NOOSAVILLE 4566
SIGNED DATE cT| 7.953 | 1083.359 | 2116692 | 115.454 | 194°52’55.07" | LINE 6.673 DESIGN 8] 8 g 2] 88 yt 1.16/90 Goodchap Street
2] 2 2 2] Sie =] Ph 54749081
TC | 14.626 1081645, 2110.243 115.767 | 194°S2’5S.07" ARC -15.000 19.657 D by SSIS www.callaghanandtoth.com.cu
SURVEY 3 3 3) ole ;
CT | 34.283 | 1088.688 | 2093.374 | 119.096 | 119°47/58.65’ | LINE 12.747 8 3 8] 8/8 designed [MP __| datum AHD DERIVED
drawn MP
Tc | 47.030 | 109.749 | 2087.039 | 120.820 | 119°47’58.65" | ARC 20.000 | 9.205 OFFSET 8| 8 8 3) gis checked | ADT _| Origin (B.M.) PSM 116668
8] 8 checked | ADT_| Origin (B.M.) PSM 116668 |
ct | 56.235 | 1106.423 | e20sosis | 122193 | 146°10'10.42" | LINE 42.561 — < a
CHAINAGE 120.942 approved
Tc | 98795 | 1130119 | 2045.464 | 131.486 | 146°10'10.42" ARC 15,000 | 18.504 — 77
APPROVED PLAN cT | 117.299 | 1129.661 | 2028117 | 135.386 | 216°50’57.33" | LINE 4.000 MAX WATTERSON & ASSOCIATES
vay ane , PHONE: 5442 6121
OPW22/0255 E | 121.299 | 1127.263 | 2024.916 216°50'57.33 Gantreline Data — Rea am 23%
NOOSA COUNCIL 034.774 ry 7.) ops (
Z = 134.260 project
DATUM RL 133.500
4 JANUARY 2023 3 ae z oe: PROPOSED DEVELOPMENT AT
_ s| 3] 8 2 s| 3 8 130 LAKE MACDONALD DR
RS) 8 z qs 3
SURVEY 3] 3) 3 3 3 3] = COOROY
MD)
3% OFFSET 2} 3) 8 3 3) 8| 8
Centreline Data 9 SEF S cla a .
— X= 1114.087 — Client
<o aa ~ CHAINAGE 110
ce = 125.
Centreline Data _- = cT DATUM RL 124.000 S. ARNOLD & L. PETERSEN
X= 1085.323 ae e | BZ, B) & s Q| 3] =
Y = 2096.000 =F DESIGN zt] ol 6 6 we] sl =< Centreline Data 9
Z= 118.327 7 S| 8) 8 g S| 8) 8 130.748 3% 3% VS
DATUM RL 117.500 ay Sl S x SS Ye 2084 487 eee (—eevrwr——
Se] 8 3 8] 8 & SURVEY a] 8] 8 & a] §| 8 DATUM RL 131.000 tte
DESIGN © © © oo) o =|} = = =|} = - ~~
28 = 2 2| = 2 oe sete : abate rslon See ae8 STAGE 2 LOT 13 DRIVEWAY
cuRvev SEE 3 re : | ale 5 “| 8 & | 5| 5 8 5| 5 CROSS-SECTIONS
eel = £ £| = ba Ser S s zs) 8 OO )
> CHAINAGE 70 SURVEY zlsl = = =| =z
OFFSET =ls] & 8 s| 8 8 =| =| © = = LOTS 11-13 OF THE
a = — = nears OFFSET 3] 8) 8 8 8) 8] 3 RECONFIGURATION OF LOT 233
CHAINAGE 30 Cc line D: 3% 3% - ae a os s =| af ow
Centreline Data Lin ON MCH4301
ov 18% tinge — — y= 2077 690 rT s CHAINAGE 100
yin 3% 1.8% _T ing = 123. ‘ ANTI
. 3 r | | — — DATUM RL 122.000 Parish of TEW N
xing Te DESIGN a} sl g 5 Jal 3 So County of MARCH
y= 2106815 _— 8 8 8 a 8) 8 Centreline Data ae NOOSA SHIRE COUNCIL
3, 8 z gg) 2 = ee ee 0.
DATUM RL 115.000 . SURVEY 2} S| & S| sl s Zits Locality of COOROY
8 g| & 8 8) 8 g) 8 8 8 a 8 8
DESIGN 6 3| 6 3 s| 3] 6 > DATUM RL 128.500
2 g] £ ¢ €| £) ¢ g| ef s 2 el ol eo zB 3) 8 q es) 5
= DS
g 5] 3 z a Es OFFSET es 3 #8] § DESIGN g g| 8 g a] | 8 ooo
SURVEY 2 2} 2 g g ge = a < oj =| =
= SLE = =) ELF CHAINAGE 60 g 2 2 3g g| 8 8 SCALE AS SHOWN
+ es] e 3 el ele SURVEY g a] 8 R a} a] &
OFFSET & 8) 8 8 s| gs} 8 oo 8 g| 8 8 a 8 8
+ oo + Ss =| sj a 5 rik] wr = 8| 8 3 gs} 3} 8
CHAINAGE 20 Centreline Data 3% __ NG 7, OFFSET 8 s| 2 8 a] §| 8
X= 1102.208 | - “| =
; 3% . Z2i21062. — CHAINAGE 90 KR
Centreline Data 4 rnb — ° — 0b
X= 1082.833 Ai ito DATUM RL 120.000
ye 2naria | I FF —_ ¥ B= g x8 REVISIONS
DESIGN & g] 5 5 al & *
DATUM RL 114.500 s S| 8 = ss 3% 3% paw
= pin TAS
al ¢ 5 5 g| 3 g zg 2] 2 g S| 3} 38 . J __) —— sd A | FOR APPROVAL
DESIGN |S 3 3 3] 9} 8 SURVEY x} 8] 8 5 al §| 8 Genweling Dela |__| —— & | AMMENDED FOR APPROVAL
ne: q Te] & <| els 8 sl els zfs S
SURVEY wb) 6 6 6 6) wl 6 OFFSET 5 8} 8 3 3} 3) g DATUM RL 126.000
EL = = = EL =] = 9 a] os 3 2 8 .
ol) we @ ~ “— = q] & 8 gf a] 5
OFFSET 5) 8 8 8 g| §) 8 CHAINAGE 50 DESIGN S x] os x x} x] og
ti D T o LN a — ~ > — =—S —
CHAINAGE 10 a z ge = ye) 8 FILES )
JOIN SMOOTHLY TO DW12 mh tT, SURVEY g g| € 5 g| S| 5
Centreline Data —_ S| = slo COMPUTER DIRECTORY
X= 1080.469 -3% 3% Centreline Data — OFFSET & 8] & 3 s| g| 8 XA JOBS\CT PROFTS IN PROGRESS\2151 130
Z= 115.209 Y = 2090.533 : YL Ss |_| A LAKE MACDONALD _DR\DESIGN
DATUM RL 114.500 Z= 120.116 ——~ CHAINAGE 80
z z DATUM RL 118.500 FROM CH34-CH112, INSTALL 0.6m WIDE FOR APPROVAL
DESIGN 8 8 5 s| 5 = eS TABLE DRAIN AT 1:2 WITH 1:2 FINISH CUT
= = DESIGN 3 3] 8 g s| sg} 3 BATTER. LINE TABLE DRAIN WITH 1508
SURVEY = 3 = =| = = vi} oy ROCK, 150mm THICK OVER A34 GEOFABRIC
2 2 5 S| 5 5 8) 3} Sheet 8 of 13 sheets
alolo SURVEY = = = = 8 8 g drawing number
olS/S Ss sg
OFFser as) omer ada) al eal LOT 13 DRIVEWAY CROSS-SECTIONS 9151-08
“j* | = S Ss & 3S a So oe —
x SL rb a . .
CHAINAGE 0.006 : S sts A1 HORZ SCALE: 1 : 100 C
CHAINAGE 40 A1 VERT SCALE: 1 : 100 Kae 0nT08eR 20m2 y,
Document SettD: T404260
Version: 1, Version Date: 17/10/2022
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