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Approved Plans OPW22-0255
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Plans and drawings
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Civil, Environmental &
Hydraulic Engineers
W
-
APPROVED PLAN
OPW22/0255
NOOSA COUNCIL
4 JANUARY 2023
A
R
BM: Spike in Bit.
RL: 116.61
W
Document Set ID: 22233970
22140426
Version: 1, Version Date: 09/01/2023
17/10/2022
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Full text of sections 2 to 9 (of 12)
Section 2
-
APPROVED PLAN
OPW22/0255
NOOSA COUNCIL
4 JANUARY 2023
Version: 1, Version Date: 24/11/2022
Document Set ID: 22187079
Document Set ID: 22233970
Version: 1, Version Date: 09/01/2023
Section 3
Version: 1, Version Date: 24/11/2022
Document Set ID: 22187079
-
APPROVED PLAN
OPW22/0255
NOOSA COUNCIL
4 JANUARY 2023
Document Set ID: 22233970
Version: 1, Version Date: 09/01/2023
Section 4
-
APPROVED PLAN
OPW22/0255
NOOSA COUNCIL
4 JANUARY 2023
Version: 1, Version Date: 24/11/2022
Document Set ID: 22187079
Document Set ID: 22233970
Version: 1, Version Date: 09/01/2023
Section 5
FLOW FLOW
Callaghan & Toth
Civil, Environmental &
Hydraulic Engineers
32 DN375 RCP CL4 OR SPEL ADS N12 HDPE
33
DATUM RL 111.000
31
-1.95%
PIPELINE GRADE
0.748
0.590
DEPTH TO IL
0 115.228 114.480
11.775 114.840 114.250
PIPE IL
33
SURFACE
LEVEL
CHAINAGE 30
DN375 DRIVEWAY CULVERT - LONGITUDINAL SECTION
A3 HORZ SCALE: 1 : 100
A3 VERT SCALE: 1 : 100
32
DRIVEWAY CULVERT SETOUT INFORMATION
POINT NORTHING EASTING LEVEL DESCRIPTION
30 1067.2992 2124.0752 113.670 DN600 U/S PIPE IL
31 1073.7567 2135.8431 113.000 DN600 D/S PIPE IL
32 1088.1129 2117.9109 114.480 DN375 U/S PIT IL
DN600 RCP CL4 OR ADS
N12 HDPE
30 33 1083.3187 2128.9934 114.250 DN375 D/S PIPE IL
31
DATUM RL 112.000
-4.99%
PIPELINE GRADE
-0.024
-0.416
DEPTH TO INVERT
0 113.646 113.670
13.423 112.584 113.000
PIPE INVERT LEVEL
-
SURFACE LEVEL APPROVED PLAN
OPW22/0255
CHAINAGE NOOSA COUNCIL
A3 HORZ SCALE: 1 : 100 4 JANUARY 2023
DN600 DRIVEWAY CULVERT - LONGITUDINAL SECTION A3 VERT SCALE: 1 : 100
Document Set ID: 22233970
22140426
Version: 1, Version Date: 09/01/2023
17/10/2022
Section 6
Version: 1, Version Date: 09/01/2023
17/10/2022
Document Set ID: 22233970
22140426
5.5
13
135.5
5.0
13
4 JANUARY 2023
4.5
13
NOOSA COUNCIL
134.0
OPW22/0255
.5
133.5
135
APPROVED PLAN
- 133.0
132.5
132.0
131.5
131.0
130.5
130.0
136.0
129.5
129.0
128.5
128.0
127.5
136.5
127.0
126.5
126.0
125.5
137.0
W
125.0
124.5
124.0
124.0
123.5
123.5
123.0 123.0
0 122.5
3. 122.5
12
122.0 0
2.
7.5
13 12
5
121.5 1.
12
0
0
1.
1.
12
12
5
5
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0.
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0
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119.5
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9.
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6. 119.0
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6. 118.0 118.0 11
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1
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118
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RL: 116.61
6.5
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BM: Spike in Bit.11
5
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Hydraulic Engineers
11
11
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11 .0
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Civil, Environmental &
11
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1111.5
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11
11
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[OCR of page images]
Docu
TABLE DRAIN AT 1
BATTER. LINE
FROM CH34—CH112, INSTALL 0.6m WIDE
ROCK, 150mm THICK OVER A34 GEOFABRIC
:2 WITH 1:2 FINISH CUT
TABLE DRAIN WITH 1508
i
LEGEND — PROPOSED WORKS
SEALED DRIVEWAY PER DETAILS ON SHEET
2151-07
GRAVEL SHOULDER PER PAVEMENT DETAILS
ON SHEET 2151-07
CUT/FILL BATTER AND TABLE DRAIN: MIN. CBR3
oe
oo —
MATERIAL COMPACTED TO 100% STANDARD COMPACTION — soz — —= | 3 “TT TTT TN
IN MAX. 200mm LIFTS. FINISH WITH 75mm TOPSOIL
AND TURF TOP 1m THEN GRASS SEED.
on
veh
0.5m SHOULDER
150¢ ROCK, 150
THICK TO INVERT
OF TABLE DRAIN
30mm AC10 WITH PRIMER SEAL
0.5m SHOULDER
3m_ VEGETATED BUND
| APPROX.
NATURAL
SURFACE
0.50
0.5m SHOULDER
AT 1:6 AND FILL
BATTER AT 1:3
A34 GEOFAB
i 300 4}
LOT 13 TYPICAL DRIVEWAY SECTION
<3%
125 THICK TYPE 2.1 CBR8O
150 THICK TYPE 2.3 CBR45
LOT 12 TYPICAL DRIVEWAY SECTION
SCALE: 1:100 (A3)
1.512h0°
AND APPROX. CUT/FILL EXTENTS TO BE
FINISHED WITH TOPSOIL AND TURF. SEE
SHEET 2151-07 FOR LONG SECTION AND
SHEET 2151-08 FOR CROSS-SECTIONS
AND ALIGNMENT INFORMATION |~
0.50 0.60
CH34—CH112
0.6m TABLE DRAIN AT 1:2, WITH
1:2 FINISH CUT BATTER FOR
0.3m DEEP TABLE DRAIN FROM
0.5m SHOULDER AT 1:6
—ApPROK, NATURAL
SURFACE
1508 ROCK, 150 THICK
TO INVERT OF TABLE
DRAIN OVER A34 GEOFAB
SCALE: 1:100 (A3)
° a sae
Zé a
) =
/ =
& / ~N
/
FRONT OF /
EXISTING
HOUSE
3m WIDE DRIVEWAY WITH 0.5m SHOULDERS |
/
EXISTING GRAVEL DRIVEWAY
JOIN SMOOTHLY 70 EXISTING
CONCRETE DRIVEWAY
S
EXISTING CONCRETE DRIVEWAY
f
/
/
| Pg /
/ UY
if 7 }
pil dy
yp fd J OPS
Poaféiqad 7
/ ppd fy
yf / / /
da déegd / | iy
y / (775m LONG x 3m WIDE x 0.3m HIGH
VEGETATED BUND. CONTRACTOR TO STRIP
/ GRASS & ADD TOPSOIL BUND WITH
7 | T5mm THICK COVER OF 3-MONTH OLD
4 yf 7° {1B MULCH
4 4 fs / / /
OL PE AE egg,
4 ff yf od /
REMOVE EXISTING a Jy /
TENCE, AS REQUIRED vor ft END OF DRIVEWAY/TURN—AROUND AREA Ll. 2 ZL
SFO Le DESIGN AS DETERMINED WITH OWNER AND| —~/ /
ee YS HOUSE PLANS. TERMINATE AT CH106 IF |“ / SA /
~ eo es us “ ; DRIVEWAY BUILT BEFORE HOUSE / 7
Js — nae an pe / / Jf && / v
_ — “
aes ey if / JN. 7s Z J
a ao “es es / VALS L
= oo aoe ey LF IWS DY
ae ey SPY |
SS od - - 9% J
ea ao a a
—_—a _ a a
-
APPROVED PLAN
OPW22/0255
NOOSA COUNCIL
4 JANUARY 2023
Alexander David Toth 6069
NAME . RPEQ
12/10/22
SIGNED DATE
7 arn 711 /
LOM SLY, tlie
/ 7 / a
HOUSE flo. 9377S / 1) —_ CO Le Callaghan & Toth
LOT 4 7 = / /) Hy) x aa Civil, Environmental &
/SP315578 S 1p AL y a Zz 7 Hydraulic Engineers
° 4 Ss 7 // il \ v x ACCESS EASEMENT | — y is 8
¥ S MEI Lg U~ se PO BOX 2305
/ S/ / apt ase y Wha a NOOSAVILLE 4566
: Spike init &, | ih ‘GaeavsAs OO 4B yt 1.16/90 Goodchap Street
11687 AS Jy IN “Xe =| Phone 54749081
é Sh / ~ CK 2 www.callaghanandtoth.com.cu
q 3 L y 4 designed [MP | datum AND DERIVED
S} 7 s J 4 LS fog a ae 3m WIDE DRIVEWAY WITH 0.5m SHOULDERS AND APPROX. CUT/FILL drawn [MP (em)
/ J PRAY EXTENTS TO BE FINISHED WITH TOPSOIL AND TURF. SEE SHEET [checked | ADT | Origin (B.M.) PSM 116668 —_|
“AN Yoo yo 4 4 Y 2151-07 FOR LONG SECTION AND SHEET 2151-08 FOR
WES y h ae 7 | CROSS=SECTIONS AND ALIGNMENT INFORMATION
y\ AL / 47 approved
9 \ \ 4 Sf g ZY - “ve “of Pe
\ |! Looe ZY CO fF x SURVEYED BY
\ HTN 4 “ 12. 727 [APPROX. PROPOSED MAX WATTERSON & ASSOCIATES
Vt EV / Yoyo 7 ASW 7 7, [BUILDING LOCATION PHONE: 5442 6121
L Lo ff ff Oe
OW12 CH12.859 END OF Loy 4 gf 4 of 4 YY “4 oe ON
CONSTRUCTION REQUIRED FOR Lf Lf LP YO Ow project
OPW APPROVAL LOLS PY OO
ROL AE Sy LCL OL FPO Ue “ > PROPOSED DEVELOPMENT AT
aK he DISCHARGE TABLE DRAIN AWAY Lo eo Le a ae y 130 LAKE MACDONALD DR
DW13 CH8.953 END OF CONSTRUCTION FROM ROAD, TYPICAL ef Le, FO YO Yo OD fy COOROY
REQUIRED FOR OPW APPROVAL 7 7 fo pee ee ee ey /
“7 Yi ff LO YO Fg CO Oe PR
A MD)
Se FROM CHSS=CH106, INSTALL 0.6m WIDE] 9° UT oe a Yo yp) 4 eS J
_?s 4 TABLE DRAN AT 1:2 WITH 1:2 FINSH CUT [Oy oc OO OO Client
Te IRIS BATTER. UNE TABLE DRAN WITH 1508 | “2 f= ay Yo f4
_ A ROCK, 150mm THICK OVER A34 GEOFABRIC a ee
OY / S. ARNOLD & L. PETERSEN
4 / f
LC )
iO
‘STAGE 2 CONCEPT INTERNAL
DRIVEWAYS FOR LOTS 12 & 13
LL
LOTS 11-13 OF THE
RECONFIGURATION OF LOT 233
ON MCH4301
Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of COOROY
Meters 25
scale
1:500(A3) SCALE SHOWN IS ORIGINAL DRAWING SCALE
. DO NOT SCALE FROM THIS DRAWING
\ USE_ONLY_DIMENSIONS PROVIDED. )
REVISIONS
A | FOR APPROVAL
B | AMMENDED FOR APPROVAL
c
FILES
COMPUTER DIRECTORY
X:\JOBS\CT PROJECTS IN PROGRESS\2151 130
LAKE MACDONALD DR\DESIGN
FOR APPROVAL
Sheet 6 of 13 sheets
drawing number
2151-06
date OCTOBER 2022
XY /
Iment Set 1D: 22286826
Version: 1, Version Date: 09/00/2024
Section 7
Document Set ID: 22233970
22140426
-
CUT / FILL DEPTH
CUT / FILL DEPTH
DATUM RL = 92.300
DATUM RL = 94.900
DRIVEWAY PAVEMENT
DRIVEWAY PAVEMENT
Version: 1, Version Date: 09/01/2023
17/10/2022
DRIVEWAY SEAL OPTIONS
DRIVEWAY SEAL OPTIONS
HORIZONTAL CURVE DATA
HORIZONTAL CURVE DATA
OPW22/0255
(BASED ON CBR3 SUBGRADE)
(BASED ON CBR3 SUBGRADE)
VERTICAL CURVE RADIUS (m)
VERTICAL CURVE RADIUS (m)
VERTICAL CURVE LENGTH (m)
VERTICAL CURVE LENGTH (m)
CONTROL LINE CHAINAGE
CONTROL LINE CHAINAGE
EXISTING SURFACE LEVEL
FINISHED SURFACE LEVEL
EXISTING SURFACE LEVEL
FINISHED SURFACE LEVEL
A1 SCALE: H 1:500, V 1:500
A1 SCALE: H 1:500, V 1:500
4 JANUARY 2023
NOOSA COUNCIL
APPROVED PLAN
VERTICAL GEOMETRY GRADE (%)
VERTICAL GEOMETRY GRADE (%)
VERTICAL GEOMETRY LENGTH (m)
VERTICAL GEOMETRY LENGTH (m)
0 115.103 0 115.103
R6
R -9
7.953 0.247 115.207 115.454 8.475 0.197 115.243 115.440
3.1%
15.24
10 0.274 115.244 115.518 10 0.211 115.270 115.482
11.207 0.297 115.258 115.555
LONGITUDINAL SECTION DRIVEWAY LOT 13
LONGITUDINAL SECTION DRIVEWAY LOT 12
14.626 0.475 115.292 115.767
15.249 0.510 115.319 115.829
R 55
VC 8.02
32.7
2.7%
19.229 0.400 115.994 116.394
20 0.263 115.491 115.754
20 0.287 116.245 116.532
R -15
26.5 0.297 115.634 115.931
29.185 0.112 115.937 116.049
18%
26.57
30 -0.215 118.542 118.327
30 0.154 115.948 116.103
32.711 0.152 116.190 116.342
R 80
34.283 -0.032 119.128 119.096
VC 12.32
39.197 0.153 119.825 119.978
40 0.223 117.220 117.443
40 0.137 119.978 120.116
41.82 0.105 120.273 120.378
R 50
R 15
VC 5.28
44.479 0.121 120.518 120.639
23.47
18.4%
47.03 0.196 120.624 120.820
9.5
7.1%
48.469 0.124 120.799 120.923
50 0.042 121.020 121.062 50 0.005 119.281 119.286
51.32 0.003 121.226 121.229
R 40
R 20
VC 5.65
54.115 0.026 121.706 121.733
55.341 -0.055 120.324 120.270
56.235 0.049 122.144 122.193
55.489 -0.051 120.348 120.297
R 60
VC 1.39
56.181 -0.035 120.456 120.420
60 -0.059 123.070 123.011 56.876 -0.028 120.564 120.536
60 0.011 121.025 121.036
61.823 0.055 121.273 121.328
16%
14.44
68.608 0.062 122.352 122.414
70 0.060 125.123 125.182 70 0.051 122.603 122.654
70.624 0.054 122.719 122.773
R 60
R -20
VC 4.01
72.613 0.089 123.107 123.196
45.82
21.7%
80 0.206 127.147 127.354 79.871 0.213 124.658 124.871
80 0.214 124.687 124.901
90 0.192 129.334 129.525 90 0.161 127.048 127.209
42.87
23.1%
96.436 0.091 130.832 130.923
97.141 0.078 131.003 131.081
R 50
VC 1.41
97.841 0.076 131.173 131.249 100 0.087 129.429 129.517
98.795 0.080 131.405 131.486
100 0.082 131.702 131.784
106.396 0.045 130.948 130.993
17.51
24.8%
109.051 0.055 131.550 131.606
R 15
110 0.015 134.245 134.260
110 0.055 131.758 131.812
110.569 -0.012 134.413 134.400
113.49 -0.052 132.422 132.370
R -8
114.655 -0.124 135.282 135.158
R 40
VC 8.99
R 35
VC 8.3
117.299 -0.032 135.418 135.386
118.046 -0.262 132.892 132.630
118.865 0.001 135.425 135.426
6.29
0.3%
119.094 -0.240 132.870 132.630
120 0.001 135.429 135.430
120 -0.192 132.822 132.630
121.299 135.433
0%
17.87
130 0.423 132.207 132.630
131.537 132.063
Hydraulic Engineers
Callaghan & Toth
Civil, Environmental &
[OCR of page images]
__ —— Se \
Alexander David Toth 069 a Callaghan & Toth
NAME . RPEQ ao Civil, Environmental &
gf Hydraulic Engineers
~ 12/10/22 PO BOX 2305
i / NOOSAVILLE 4566
SIGNED DATE ay 1.16/90 Goodchap Street
JOIN SMOOTHLY TO EASEMENT a Phone 54749081
DRIVEWAY AND LOT 13 DRIVEWAY ays www.callaghanandtoth.com.au
| designed [MP] datum AHD DERIVED
— drawn MP
fo eT checked | ADT | Origin (B.M.) PSM 116668
HORIZONTAL CURVE DATA. R-9 R15 20 R-
approved
VERTICAL CURVE LENGTH (m) VC 12.32 V¢ 1189 lv #.01 vc b.99 SURVEYED BY
VERTICAL CURVE RADIUS (m) RBO Bt 10 RO MAX WATTERSON & ASSOCIATES
VERTICAL GEOMETRY GRADE (%) 2.7% 18.4% 16% 23.1% 0% PHONE: 5442 6121
VERTICAL GEOMETRY LENGTH (m) 32. 3.4 14.44 4287 78
DRIVEWAY SEAL OPTIONS 30mm AC10 COMPACTED TO MIN. 93% CDMRACTION WITH PRIMER EMULSION oroject
}
ASE II, HI 1 80 COMP AI 01 100% $T, A IOMP ACITIO| EVE ENT
DRIVEWAY PAVEMENT. Seep sepepe pe ten 2058 Seana Hes eH Oa SATE a ‘ge SAND OHA NDARD COMPACTION PROPOSED D LOPM AT
(BASED ON CBR3 SUBGRADE) 7 130 LAKE MACDONALD DR
DATUM RL = 94.900
3/8 z a| [els g g asigisis =sE/8 BIB g = a) gis) gs) alaig g COOROY
FINISHED SURFACE LEVEL s/s 8 2) Ss 8 z g Sgeees) saik ie a8 R 8 8 ge 8 gee g )
— == = =| SEE = = §/§/ 8/8] 8/8 assis ais 8 ag 8] Be] 8 2]2/2 &
3 ale = sl slele 3 = xlelalslele alslels als 2 @ @| etal a alela Sle ( a»
8 gle 5 a| slgls g 5 alg/sja/ale alglels als g g g| sis) 8 sles 3/2 Client
EXISTING SURFACE LEVEL 3 aig 3 8] 3/3) 3 8 a} olsisigll8) SIRs ge < 3 3 85) 3) gale als
SO = == = =| SEL = = = §/§/§/ 8] 8/8 assis als 8 a 2] 2/2] 8 2/2/2 ae
S. ARNOLD & L. PETERSEN
CUT / FILL DEPTH BIE g 5] sla) 8 8 8 8)B/3/8lz/8 glslalg |= 5 5 3] g/g) 8 gjs/e g
=|N Nn A; =l<| = Q 3 eyeVelels|s S/S} a/S QIN = S S| 3/5 S QQ +
sis Ss s| slol a Ss so BASIL slo s|s| alo s|o s Ss 3|_ s|o ge 912 s q J
els els S
® g| |= 3/gisle] |x g| jale 5 3) 8 | g a8 3 —_ |)
CONTROL LINE CHAINAGE e wo) 2] FE 4/§/2/5)_|8 8] |S 5 ° 8 S/o) 3 sel, ole |
° 32 g | asia g 8 8/8] s|s|3ls alele|s 2/8 8 3 2 S/F) S] IES 28 ‘te
A1 SCALE: H1:500, V 1:500 DRIVEWAYS LONG SECTIONS
LONGITUDINAL SECTION DRIVEWAY LOT 12
JOIN SMOOTHLY TO EXISTING LOTS 11-13 OF THE
CONCRETE DRIVEWAY RECONFIGURATION OF LOT 233
ON MCH4301
APPROVED PLAN a] —— Parish of TEWANTIN
OPW22/02 - County of MARCH
59 NOOSA SHIRE COUNCIL
NOOSA COUNCIL Locality of COOROY
an RK)
JOIN SMOOTHLY TO EASEMENT 7
ee ese
DRIVEWAY AND LOT 12 DRIVEWAY I SCALE
0 5 TO wees B
scale
1:500(A3) SCALE SHOWN IS ORIGINAL DRAWING SCALE
HORIZONTAL CURVE DATA. R6 R-15 R20 R15 Fone Sarees te ooRnNS
Kase ony omensions proved
VERTICAL CURVE LENGTH (m) VG 8.02 C 5.28 IC 6.65 vl 4 Vve|8.3
VERTICAL CURVE RADIUS (m) a RO RAO Bt RBS REVISIONS
VERTICAL GEOMETRY GRADE (%) 3.1P. 18% 7.1%. 21.7% 24.8% 013% i
VERTICAL GEOMETRY LENGTH (m) TS.PF 6.57 o! 45.8. T7.5T 29] A | FOR APPROVAL
& | ANMENDED FOR APPROVAL
Cc
DRIVEWAY SEAL OPTIONS 3mm] AC}o COMP ACITED TO{MIN. 937 COMPACTION WITH PRIMER EMULSIDN
(SUBJECT TO SUBGRADE CBR TEST) BASE 125mm THICK TYPE|2.1 CBR80 COMPAICTED TO 100% STANDARD COMPACTION
UBBASE tbOmn| THICK TPE) 2.31|CBR45 COMPACTED TO 100% STANDARD |COMPACTION
DRIVEWAY PAVEMENT FILL|FROM SUBGRADE| TO|SUBBASE AS REQUIRED CBR6 COMPACTED TO 100% STANDARD COMPACTION
(BASED ON CBR3 SUBGRADE)
DATUM RL = 92.300 FILES
3 eB] 8/8) 88 S| 68 =/5) | s8/8)8) 8) 8] s 8 3 g ga) 8/8 18 gs} 3) 88g COMPUTER DIRECTORY
FINISHED SURFACE LEVEL 6] s]s} ols) s/o 2 3 sis} s] sisisisi s] a] 3 6 5 g slsisisis zis] 3} sisls X:\JOBS\CT PROJECTS IN PROGRESS\2151 130
=| =fe} = == =| __= ={e}e} =} ~}ejeje} =} = ~ ~ ej} jr} =} jee LAKE MACDONALD DR\DESIGN
2 x slelalal ste ale slele] el slalelel el le 9 e < alalolsls alal al el slele
2 a] S18) 85] 3s 3} 8 SSS] &) sels) s) =] § 8 = 7 gisjEjsie ale} 8} s/g/gyg
EXISTING SURFACE LEVEL 3 a slo} ols) slo a 3 slals| sl siclcix| cl al os iS x a sl<lel=l= siz| 3] slalals
So = S| EIE, SIE] FE S| = Seis] §| sisisi8) § 8) 8 a 8 g 8/8] 2/8/82 33) 38) 88s FOR APPROVAL
CUT / FILL DEPTH s|x/5} ele) gis 2 3 gisls) a] slalgig] a} ge} 8 g g g ale/elals eS) 8 Slsls
a S8) Sa] 38 8/8/8) 8) 3/8/38) 8) g 8 Rg & 3/§)/§/8/8 5 3/3/83
si clo] slo} ols e g slels] 6] siaidic| dls g s s s sioldlala slel 8) Sidl6 Sheet 7 of 13. sheets
x] elal e ° % o| le wl 2 e|-|-|2 al sl als] 8 craving number
CONTROL LINE CHAINAGE g| |g) &3a] 8 8 =| Ja} §) 3/§} la} =] 8 g/2/3]2], off} 2} 8lo8
8] oS) Ss] Sle el $s algle| =| sisielcl al sl oe ° 3 g allel s/8 eg} =} S]e/g/a 2151 07
° rLel=| [2] gle sl 3 alsis|_3|_s/slsls 8 g/5[5/s|& Elz] =| =/=/S|8 _
At SCALE: H 1:500, V 1:500 C
LONGITUDINAL SECTION DRIVEWAY LOT 13 Se 7
Document Set 1D; 22288026
Version: 1, Version Date: 09/00/2024
Section 8
DESIGN
DESIGN
DESIGN
DESIGN
OFFSET
OFFSET
OFFSET
OFFSET
SURVEY
SURVEY
SURVEY
SURVEY
Z = 115.209
Z = 115.518
Z = 116.532
Z = 118.327
Y = 2123.481
X = 1080.469
Y = 2114.714
X = 1082.833
Y = 2104.915
X = 1081.215
Y = 2096.000
X = 1085.323
Centreline Data
Centreline Data
Centreline Data
Centreline Data
DATUM RL 114.500
DATUM RL 114.500
DATUM RL 115.000
DATUM RL 117.500
-
-4.614 115.533 115.533
Document Set ID: 22233970
22140426
Version: 1, Version Date: 09/01/2023
17/10/2022
-2.146 118.272 118.272
OPW22/0255
-3.373 115.254 115.254
1 in
-2.000 118.306 118.199
1 in
-3
4 JANUARY 2023
-3
NOOSA COUNCIL
-2.908 115.254 115.408
APPROVED PLAN
-1.500 118.365 118.282
1 in -6
-2.069 115.116 115.116 -2.000 115.877 116.404
-1.908 115.254 115.575
-3%
-2.000 115.115 115.081
-1.500 115.111 115.164 -1.500 115.969 116.487
1 in -6
1 in -6
0.000 118.542 118.327
3%
-3%
-3%
3%
0.000 115.103 115.209 0.000 115.244 115.518 0.000 116.245 116.532
CHAINAGE 20
1.500 118.728 118.372
2.000 118.791 118.289
CHAINAGE 30
-3%
1.8%
-0.6%
CHAINAGE 10
CHAINAGE 0.006
1.500 115.094 115.164 1.500 115.223 115.509 1.500 116.521 116.559
1 in
2
2.000 115.216 115.425 2.000 116.636 116.476
1 in -6
1 in
2.430 116.691 116.691
-3
2.657 115.206 115.206
4.238 119.408 119.408
DESIGN
DESIGN
DESIGN
DESIGN
OFFSET
OFFSET
OFFSET
OFFSET
SURVEY
SURVEY
SURVEY
SURVEY
Z = 120.116
Z = 121.062
Z = 123.011
Z = 125.182
Y = 2090.533
X = 1093.649
Y = 2085.377
X = 1102.208
Y = 2077.690
X = 1108.520
Y = 2069.384
X = 1114.087
Centreline Data
Centreline Data
Centreline Data
Centreline Data
DATUM RL 118.500
DATUM RL 120.000
DATUM RL 122.000
DATUM RL 124.000
-4.747 119.072 119.072
1 in
-3
-2.871 120.643 120.643
-2.683 122.655 122.655 -2.599 124.854 124.854
1
1 in
1 in
in -3
-3
-3
-2.000 119.491 119.987 -2.000 120.735 120.933 -2.000 122.766 122.882 -2.000 124.917 125.054
-1.500 119.577 120.071 -1.500 120.788 121.017 -1.500 122.848 122.966 -1.500 124.968 125.137
1 in -6
-3%
-3%
-3%
-3%
0.000 119.978 120.116 0.000 121.020 121.062 0.000 123.070 123.011 0.000 125.123 125.182
3%
3%
3%
3%
CHAINAGE 70
CHAINAGE 50
CHAINAGE 40
CHAINAGE 60
1.500 120.323 120.161 1.500 121.272 121.107 1.500 123.264 123.056 1.500 125.277 125.227
2.000 120.399 120.077 2.000 121.357 121.023 2.000 123.333 122.972 2.000 125.328 125.144
1 in -6 1
1i
1i
1i
in
n-
n-
n-
-2
2
2
2
2.600 120.489 119.777 2.600 121.458 120.729 2.600 123.415 122.672 2.600 125.390 124.844
1 in
2
1 in
1 in
1 in
2
2
2
DESIGN
DESIGN
DESIGN
DESIGN
DESIGN
OFFSET
OFFSET
OFFSET
OFFSET
OFFSET
SURVEY
SURVEY
SURVEY
SURVEY
SURVEY
Z = 127.354
Z = 129.525
Z = 131.784
Z = 134.260
Z = 135.433
Y = 2061.077
X = 1119.655
Y = 2052.770
X = 1125.222
Y = 2044.437
X = 1130.748
Y = 2034.774
X = 1132.475
Y = 2025.202
X = 1127.477
Centreline Data
Centreline Data
Centreline Data
Centreline Data
Centreline Data
DATUM RL 126.000
DATUM RL 128.500
DATUM RL 131.000
DATUM RL 133.500
DATUM RL 135.000
-3.324 126.784 126.784
-3.041 129.050 129.050
1 in
-2.596 134.429 134.429
1 in
-3
-2.385 131.527 131.527
-3
1 in
2
-2.000 126.929 127.225 -2.000 129.143 129.397 -2.000 131.554 131.655 -2.000 Section 9
134.384 134.131 -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
The text continues on section 10.