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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 drawn134.384 134.131 -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]
Alexander Dovid Toth 069 Callaghan & Toth
Alexander David loth BU0S DW LOT 13->DW LOT 13 HORIZONTAL SEGMENTS Centreline Data . :
NAME RPEQ X= 1127.47 Civil, Environmental &
Z PT CH EASTING | NORTHING | HEIGHT BEARING DEP.SEG | DEP.RAD | DEP.LEN 025.202 3% 3% Hydraulic Engineers
Z= 135.433 fo -3%
12/10/22 s | 0000 | 1080464 | 2123.484 194°52’55.07" | ARC 6.000 | 7.953 DATUM RL 135.000 wr OyG0% 2305
SIGNED DATE ct| 7.953 | 1083.359 | e116.692 | 115.454 | 194°5@’55.07" | LINE 6.673 DESIGN 8] 8 £ 8} Sls 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 8 3) ole ; r
cT | 34.283 | 1088.688 | 2093.374 | 119.096 | 119°47’58.65" | LINE 12.747 3 8 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 (BM.) PSM 116668
S| 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 | 129.661 | 2028117 | 135.386 | 216°50’57.33" | LINE 4.000 MAX WATTERSON & ASSOCIATES
, PHONE: 5442 6121
°50°57 33" Centreline Dat —
OPW22/0255 E | 121.299 | 127.263 | 2024.916 216°50’57.33 Gantreline Data Rea am 23% ,
034.774 | LK —
NOOSA COUNCIL Z= 134.260 ra project
DATUM RL 133.500
4 JANUARY 2023 DESIGN 3 28 g al 2] 8 PROPOSED DEVELOPMENT AT
2 2 2 2] =| 2 130 LAKE MACDONALD DR
RS) 8 z gS) 3
SURVEY 3] $] $ 3 3| 3] = COOROY
MD)
3% OFFSET 2} 3] 8 3 3) 8| 8
Centreline Data 9 SEF S cla a ( cient \
—_ X= 1114.087 —
<o aa ~ CHAINAGE 110
ce = 125.
Centreline Data eo DATUM RL 124,000 S. ARNOLD & L. PETERSEN
X= 1085.323 ae e | BZ, B) & s S| 3]
Y = 2096.000 =F DESIGN zt] ol 6 6 we] sl =< Centreline Data 9
Z= 118.327 — S| 9) 8 g S| s} 8 130.748 -3% 3% a
DATUM RL 117.500 B=) 8 Bw ED a, 8 ¥ 72044437 ey ——————_
Se] 8 3 8] 8 & SURVEY a] 8] 8 & a] §| 8 DATUM RL 131.000 tte
DESIGN © © © oo) o =|} = = {or} - ~
2 2 2 2| = 2 sete : abate clon Sere gst g STAGE 2 LOT 13 DRIVEWAY
SURVEY ale = 5) 2 = ome s[ S| 5 3 =| | 8 2| 2 2 & a[ | 8 CROSS-SECTIONS
eel = £ e| g Ser S s zs) 8 OO )
— CHAINAGE 70 SURVEY zlsl = = =| =z
OFFSET =|8] 8 8 3| 8 8 S{e| = = LOTS 11-13 OF THE
ais 2 ; B] Ss
~ 5 ~ 7 1 OFFSET 8) 8) & g g) 8] 8 RECONFIGURATION OF LOT 233
CHAINAGE 30 i 3% 3% - ae yo} os 3 =| af iw
Centreline Data Be hy ON MCH4301
a Y= 2007-600 eT 4 CHAINAGE 100
yin 3% 18% ing Z= 123.011 : TEWANTI
. 3 T | | DATUM RL 122.000 Parish of N
remsge faa ee a DESIGN gy ee 5 ges County of MARCH
vergessen a) 8 8 a 8) 8 Centreline Data et NOOSA SHIRE COUNCIL
= = X= 1125.222 at
3, 8 z gg) 2 ft 0.
DATUM RL 115.000 . SURVEY 2} S| & S| sl s Zits Locality of COOROY
3 3-5 % Br 8s a] sf} a g a] g} 8
DESIGN 6 3| 3 3 s| o| 3 7 = 74 DATUM RL 128.500
2 g] £ ¢ €| €| € g| ef s 2 el ol eo E 3] S q es) 5
= DS
3 5s] 8 zg a) eB OFFSET a] | = g # S| & DESIGN a a] & g gf a] 8
SURVEY 2 2} 2 g g ge = a < oj =| = ( >
= SL = =) 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 3} 3) 8 oo 8 g| 8 & a 8 8
= 1 = “ss wm pad; | » OFFSET & 8| 8 8 3) 8) 3
: 3% ih 3 8) 8
CHAINAGE 20 eet o6 = oC* RR @ af os 3 el] a] os
, on . Z2i21062. — CHAINAGE 90 CO)
Centreline Data 4 rnb — ° — 0b
X= 1082.833 Ai ito DATUM RL 120.000
Y= 2114.714 ~ |] — z 3] 5 S gy 8 REVISIONS
Z= 115.518 DESIGN g gl a 5 al &
DATUM RL 114.500 g s| 8 = ss 3% Me I
a] s 5 5 e § 8 z 2] 8 8 RB OS : J yp ays A | FOR APPROVAL
DESIGN |S 3 3 3] 9} 8 SURVEY a) og] & 5 al 8] 8 Genweling Dela |—| —— & | AMMENDED FOR APPROVAL
aS g x Ta 8 < als 8 al ale a an S
SURVEY 2 8 2 2 ge} 8 OFFSET sg} 2 8 a) S| 8 DATUM RL 126.000
3S gs 3 gr 272
OFFSET 5| 3 & 8 g| gs} 8 CHAINAGE 50 DESIGN % Rn) 2 EL ge] 8
oL 9 u So =p a a __ = =| 2 x 7; oN x N
“6 —7 —7 Ter & 8] 8 = 8} 8) 8 FILES
JOIN SMOOTHLY TO DWi2 CHAINAGE 10 8% eT, SURVEY g al 8 a] 8] 8
Centreline Data —_ S| = slo COMPUTER DIRECTORY
X= 1080.499 3% 3% Centreline Data —t OFFSET & 8| 3 8 gs) s| 8 XAJOBS\CT PROJECTS IN PROGRESS\2151 130
Z= 115.209 Y = 2090.533 2 S| 4 S =| sl] a LAKE MACDONALD _DR\DESIGN
DATUM RL 114.500 2= 120.116 ———~ CHAINAGE 80
z z DATUM RL 118.500 FROM CH34-CH112, INSTALL 0.6m WIDE FOR APPROVAL
DESIGN 2 8 5 gl & = eB) TABLE DRAIN AT 1:2 WITH 1:2 FINISH CUT
= = DESIGN 3 3] g s| gs} 3 BATTER. LINE TABLE DRAIN WITH 1508
SURVEY S g 5 =| ° = vi} oy ROCK, 150mm THICK OVER A34 GEOFABRIC
2 2 5 ge] 5 5 8) 3} Sheet 8 of 13 sheets
= = SURVEY g Z| 2 g gs} 3] 8
glsis ° ° = SLE = =| oe} oF drawing number
OFFSET ee oma daar al LOT 13 DRIVEWAY CROSS-SECTIONS 9151-08
“j* | = S Ss & 3S a So oe —
yt Soy cpa . .
CHAINAGE 0.006 GHAINAGE D sts A1 HORZ SCALE: 1 : 100 C
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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