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Plans for Approval - OPW22-0255
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Plans and drawings
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Log in to see the plans as drawn135.304
2.198 135.403 135.403
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2.600 127.427 127.015 2.600 129.622 129.187 2.600 131.895 131.445 2.600 134.063 133.831
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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 ¥ = 2026.202 i ax 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
33 Z S38 NOOSAVILLE 4566
SIGNED DATE cT| 7.953 | 1083.359 | 2116692 | 115.454 | 194°52’55.07" | LINE 6.673 DESIGN 8] 8 g 8) 8S yt 1.16/90 Goodchap Street
8] 8 3 3) 8/8 =| Phone 54749081
tc | 14.626 | 1081645 | 2110243 | 115.767 | 194°S2’55.07* | arc | -15.000 | 19.657 = x <=} SIS www.callaghanandtoth.com.cu
+ a =| Sie =
ct | 34.283 | 1oee.cee | 2093.374 | 119.096 | 119°47se.65° | LINE 12.747 SURVEY 8 8 3) sig 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
cT | 117.299 | 129.661 | 2028117 | 135.386 | 216°50’57.33" | LINE 4,000 MAX WATTERSON é& ASSOCIATES
E | 121.299 | 127.263 | 2024.916 216°50’57.33° Gantreline Data hy ea 3% PHONE: 94426121
= 2034.74 ee et 7 FT
Z = 134.260 pa project
DATUM RL 133.500
DESIGN §) 2) 8 Rg al 2] 8 PROPOSED DEVELOPMENT AT
| 8 & 2] =| 2 130 LAKE MACDONALD DR
ya) S x S| S) 8
SURVEY 3] $] $ 3 3| 3] = COOROY
MD)
3% OFFSET 2} 3) 8 3 3) 8| 8
Centreline Data Ss] S <i si] _s Client
—_ X= 1114.087 —
<—g aa ~ CHAINAGE 110
© = 125.
: — » DATUM RL 124.000 S. ARNOLD & L. PETERSEN
Centreline Data —T 3% -
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 — gq S| 8 g S| 8) 8 130.748 -3% __ 3% a
DATUM RL 117.500 ay Sl S x SS Ye 2084 487 eee (—eevrwr——
S| 8 8 5] § = SURVEY a} 8 & a a 8 8 DATUM RL 131.000 tte
DESIGN Js] 3 j : : §| 8 § a §| § & \
ee| = = Eg. = al sls S sll pESIGN Sg z gy eS STAGE 2 LOT 13 DRIVEWAY
SURVEY el 5) 8 2 orrser a 5 = 2 8] e| § | 8] 8 8 =| 5, = CROSS-SECTIONS
eel = £ £| = ba Ser S s zs) 8 OO )
> CHAINAGE 70 SURVEY zlsl = = =| =z
OFFSET =[s| & 8 8} 8 3 “=| = = = LOTS 11-13 OF THE
sig] 2& ; B] Ss
r F ~ > OFFSET 3 8 8 g a] e| 8 RECONFIGURATION OF LOT 233
CHAINAGE 30 , om 3% —— / eS al al < 8 B) 8| 8
Centreline Data yy ON MCH4301
a Y= 2007-600 eT 4 CHAINAGE 100
yin 3% 18% ing Z= 123.011 : ANTI
T | —_— DATUM RL 122.000 Parish of TEWANTIN
Centreline Data n> a
X= 1081-215 Te | DESIGN eal 8 5 3 8 So County of MARCH
yezioggys s 88 8 a] 8) 8 Centreline Data et NOOSA SHIRE COUNCIL
3, 8 z gg) 2 z ee ee 0.
DATUM RL 115.000 . SURVEY 2} S| & S| sl s Zits Locality of COOROY
8 3-5 x Bl SPs 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 zB 3) 8 q BS) 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 — 8 g| 8 8 a 8 8
x ss S | sj a ae ot OFFSET x g| 8 8 el el es
i -3% 3% — in n 3 3] 8 8 8} s| 8s
CHAINAGE 20 Centreline Data SOR 9 ql is 3 el al a
; 3% . Z2i21062. — CHAINAGE 90 KR
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= 115.516 DESIGN 3 3] = = =| §
DATUM RL 114.500 s S| = SS “3% 3% 2. i
= 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 ge g 2 gg OFFSET gs S| & 8 a) 8) 8 DATUM RL 126.000
3S gs 3 Zr 272
OFFSET §) 3 3 3 3g 8 CHAINAGE 50 DESIGN g S| 8 5 5, 8| 8
a] 4 y 3 =| oa a __ g S| 28 a g} gf a
~
CHAINAGE 10 . % —-r 7s SURVEY & 8] 8 = 3] 8] 8 FILES
JOIN SMOOTHLY TO DW12 8% eT, g al 8 a] 8] 8
Centreline Data —_ S| = slo COMPUTER DIRECTORY
XE 3080.469 3% 3% Centreline Data 4 OFFSET a s| 8 8 gs} 8) 8 X:\JOBS\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
g g DATUM RL 118.500 FROM CH34—CH112, INSTALL 0.6m WIDE FOR APPROVAL
DESIGN 8 8 5 3) 5 = eS TABLE DRAIN AT 1:2 WITH 1:2 FINISH CUT
= x DESIGN 3 3} s s s} gi gs BATTER. LINE TABLE DRAIN WITH 1506
SURVEY = 3 = =| = = vi} oy ROCK, 150mm THICK OVER A34 GEOFABRIC
2 2 5 gs, 5 5 8) 3) Sheet 8 of 13. sheets
= = SURVEY 3 3) 2 g g) §| &
galsis ° ° = Sr = sT ro drawing number
OFFSET a oma ada) al eal LOT 13 DRIVEWAY CROSS-SECTIONS 9151-08
“j* | = S Ss & 3S a S oe —
x SL rb a . .
CHAINAGE 0.006 : GHAINAGE D sts A1 HORZ SCALE: 1 : 100 C
A1 VERT SCALE: 1 : 100 XK date OCTOBER 2022 yy,
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