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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 drawn Callaghan & Toth
Civil, Environmental &
Hydraulic Engineers
W
A
R
BM: Spike in Bit.
RL: 116.61
W
[OCR of page images]
Dy
LEGEND: EXISTING SERVICES
BOUNDARY
0.5m CONTOUR
CONCRETE
TOP OF BANK
EDGE OF BITUMEN
BUILDING
FENCE
GRAVEL
sw ———— STORMWATER
EARTHWORKS & COMPACTION NOTES
CLEAR TREES, STUMPS, AND ROOTS. MULCH AND STOCKPILE.
STRIP TOPSOIL TO 150mm OR DEEPER AS REQUIRED. PROOF ROLL FILL
AREA & COMPACT TO 100% RDD. REMOVE ANY UNSUITABLE MATERIAL
AND REPLACE WITH APPROVED FILL. STOCKPILE AND RE-SPREAD ALL
USEABLE TOPSOIL.
APPROVED FILL TO BE MINIMUM SOAKED CBR 6, FREE OF ORGANIC
MATTER, MAXIMUM AGGREGATE SIZE < 50mm. PLACE IN MAX. 200mm
LAYERS AND COMPACT TO 95% RDD (65% RDD FOR COHESIONLESS
SOIL). COMPACT TO 100% RDD IF 300mm BELOW SUBGRADE.
MINIMUM COMPACTION TESTS: ONE PER 100m OF ROAD (FOR
SUBGRADE, AND ALL GRAVEL LAYERS). THE CONTRACTOR WILL MEET
COMPACTION TESTING COSTS. ALL FILL IS TO BE SUPERVISED TO LEVEL
2 AS PER AS3798-2007.
THE CONTRACTOR IS TO BE RESPONSIBLE FOR LOCATING ALL EXISTING
SERVICES BEFORE COMMENCEMENT OF WORK ON SITE.
Alexander David Toth 6069
NAME RPEQ
12/10/22
SIGNED DATE
FT / \ SITE LOCATION
4 3
A . L
Cadet of
dl Pay
« ws 3
Ba A f 4
2 ae
i CN
a
SCALE: NTS
PLAN_INDEX
2151-01 LOCATION PLAN, STORMWATER MANAGEMENT PLAN, AND SIGHT DISTANCE PLAN
2151-02 COMBINED DRIVEWAY DESIGN FEATURES PLAN
2151-03 COMBINED DRIVEWAY LONGITUDINAL SECTION PLAN
2151-04 — COMBINED DRIVEWAY CROSS-SECTIONS PLAN
2151-05 COMBINED DRIVEWAY CULVERTS PLAN
2151-06 CONCEPT INTERNAL DRIVEWAYS FOR LOTS 12 & 13
2151-07 LOTS 12 & 13 DRIVEWAYS LONGITUDINAL SECTIONS
2151-08 LOT 13 DRIVEWAY CROSS-SECTIONS
2151-09 LOT 12 DRIVEWAY CROSS~SECTIONS
2151-10 EROSION & SEDIMENT CONTROL PLAN
2151-11 WATER CONNECTION SITE PLAN
2151-12 WATER CONNECTION LAYOUT PLAN LOT 12
2151-13 WATER CONNECTION LAYOUT PLAN LOT 11
STANDARD DRAWING INDEX
IPWEAQ DS—030 EXCAVATION, BEDDING AND BACKFILLING RIGID & FLEXIBLE DRAINAGE PIPES
IPWEAQ RS—056 VEHICLE CROSSINGS RURAL DRIVEWAY
HOUSE No. 93
LOT 4
SP315578
Prana
APPROX. AVAILABLE SIGHT DISTANCE = 215m+
REQ’D AUSTROADS SISD EDD (-8% GRADE) = 128.0m
REQ’D AS2890.1 FIGURE 3.2 (80kmh) = 95m
$
3
=/
S
S
HOUSE No. 7 y¥ /
LOT 16
SP315578 &
1.512ha
APPROX. AVAILABLE SIGHT DISTANCE = 127m
REQ’D AUSTROADS SISD EDD (-3.5% GRADE) = 121.4m
REQ’D AS2890.1 FIGURE 3.2 (80kmh) = 95m
@
2=
ACCESS TO LOT 11 VIA EXISTING PY
CROSS-OVER IN ROAD RESERVE ADJACENT
156 LAKE MACDONALD DRIVE AND EASEMENT.
we
APPROXIMATE SUITABLE LOCATION FOR NEW %
CROSS-OVER FROM EASEMENT, ROUGHLY Dy
75m FROM CORNER OF EASEMENT. a
on %
4 \ A,
“ \ oe
c 4 ©
11 \ \\ 2 ; 2
s
1.804ha APPROX. PROPOSED \ >
BUILDING LOCATION) ~\ 2
=
%
sJ
y
Oo
PROPOSED SEPTIC IRRIGATION
AREAS PER EFFLUENT DISPOSAL
REPORTS BY GLOBAL TESTING
DATED 11/06/2021
[~ 2
—
INSTALL (BY OTHERS) 150mm HIGH
DIVERSION BUND PER EFFLUENT
DISPOSAL REPORTS BY GLOBAL
TESTING DATED 11/06/2021
Callaghan & Toth )
Civil, Environmental &
Hydraulic Engineers
PO BOX 2305
NOOSAVILLE 4566
yt 1.16/90 Goodchap Street
= Phone 54749081
www.callaghanandtoth.com.au
designed | MP datum AHD DERIVED
drawn MP.
Jenecked | AOT | Origin (BM) PSM 116668 |
approved
SURVEYED BY
MAX WATTERSON & ASSOCIATES
PHONE: 5442 6121
Y
project
PROPOSED DEVELOPMENT AT
130 LAKE MACDONALD DR
COOROY
$$ $Y
(_
Client
S. ARNOLD & L. PETERSEN
|
SURFACE LEVELS
VISIBLE SERVICES ONLY HAVE BEEN LOCATED, PRIOR TO ANY
DEMOLITION, EXCAVATION OR CONSTRUCTION ON THE SITE, THE
RELEVANT AUTHORITY SHOULD BE CONTACTED FOR POSSIBLE
LOCATION OF FURTHER UNDERGROUND SERVICES AND DETAILED
LOCATION OF ALL SERVICES.
SURVEY REFERENCE
MGA COORDINATES & AHD ELEVATIONS HAVE BEEN DERIVED FROM
GNSS SURVEY, ORIGIN OF COORDINATES:
PSM116668
RL 123.013
BOUNDARIES
BOUNDARIES HAVE NOT BEEN SURVEYED OR REINSTATED
( a
title
LOCATION PLAN, STORMWATER
MANAGEMENT PLAN AND SIGHT
DISTANCE PLAN
LOTS 11-13 OF THE
RECONFIGURATION OF LOT 233
ON MCH4301
Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of COOROY
0 10 20 Meters 50
scale
: ‘SCALE SHOWN IS ORIGINAL DRAWING SCALE
1:1,000(A3) -5'Nor SCALE. FROM THIS. ORAMING
\ USE_ONLY_DIMENSIONS PROVIDED. )
REVISIONS
A | FOR APPROVAL
B
c
FILES
COMPUTER DIRECTORY
X:\JOBS\CT PROJECTS IN PROGRESS\2151 130
LAKE MACDONALD DR\DESIGN
FOR APPROVAL
Sheet 1 of 13 sheets
drawing number
2151-01
OCTOBER 2022
XY /
date
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Full text of sections 2 to 9 (of 15)
Section 2
Callaghan & Toth
Civil, Environmental &
Hydraulic Engineers
20
e in Bit.
19
1
18
3
17
2 4
5
16 15 14
6
13
11
12
7
8 10
9
EASEMENT DRIVEWAY SETOUT
PT NORTHING EASTING LEVEL DESC
DESIGN DRIVEWAY CL
1 X=1062.0449 Y=2133.6651 116.830 EDGE OF BIT
2 X=1058.6172 Y=2126.7951 117.105 EDGE OF BIT
3 X=1065.4939 Y=2128.9051 116.503 EDGE OF BIT
4 X=1070.6557 Y=2126.0510 115.470 EDGE OF BIT
5 X=1075.5152 Y=2124.5066 114.970 EDGE OF BIT
EOG
EOG
EOB
EOB
6 X=1079.6982 Y=2122.1936 115.160 EDGE OF BIT
7 X=1081.9095 Y=2117.0777 115.440 EDGE OF BIT
8 X=1081.6527 Y=2116.1113 115.470 EDGE OF BIT
9 X=1085.0353 Y=2115.2123 115.535 EDGE OF BIT
10 X=1085.2921 Y=2116.1788 115.492 EDGE OF BIT
-3% 1 in -6
1 in -6 -3% 11 X=1085.4029 Y=2120.8135 115.370 EDGE OF BIT
12 X=1088.8510 Y=2120.3722 115.500 EDGE OF BIT
1 in 13 X=1093.3529 Y=2122.9455 115.620 EDGE OF BIT
-2 14 X=1092.1983 Y=2125.2495 115.515 EDGE OF BIT
- 2
1 in 15 X=1087.6964 Y=2123.6763 115.395 EDGE OF BIT
16 X=1082.4066 Y=2124.1240 115.165 EDGE OF BIT
17 X=1076.9669 Y=2127.1320 114.970 EDGE OF BIT
18 X=1073.0751 Y=2130.4266 115.470 EDGE OF BIT
19 X=1067.2668 Y=2133.6383 116.500 EDGE OF BIT
20 X=1065.1545 Y=2140.1266 116.520 EDGE OF BIT
Section 3
Callaghan & Toth
Civil, Environmental &
Hydraulic Engineers
DATUM RL 112.000
ROAD TYPE
VERTICAL CURVES
L5 L0.8 L1.5 L4.7 L3 L3 L1
-3% -12.5% -16.7% -20% -12.5% 0% 6.45%
VERTICAL GRADES
L5 L0.8 L1.5 L4.7 L3 L3 L1
DESIGN
116.829
116.678
116.578
116.328
115.788
115.388
115.013
115.013
115.109
115.207
SURVEY
116.829
115.079
114.654
113.846
113.174
113.323
113.567
114.291
115.067
115.102
5.8
7.3
CHAINAGE
10
12
15
18
20
23
0
5
EASEMENT DRIVEWAY CL - LONGITUDINAL SECTION A3 HORZ SCALE 1:100
A3 VERT SCALE 1:100
DESIGN DRIVEWAY CL
EOG
EOB
EOG
EOB
-3% -3% 1 in -6
1 in -6
1 in
2 -2
1 in -
[OCR of page images]
EXISTING EDGE OF BITUMEN Callaghan & Toth
FINISH LEVEL OF COMBINED Civil, Environmental &
DRIVEWAY CENTRELINE Hydraulic Engineers
— PO BOX 2305
NOOSAVILLE 4566
yt 1.16/90 Goodchap Street
— Phone 54749081
|--—___ www.callaghanandtoth.com.au
oe designed [MP | datum AHD DERIVED
PT drawn MP
a — checked | ADT | Origin (B.M.) PSM 116668
™ a — approved
™~ ea SURVEYED. BY
— —|1— — 7 MAX WATTERSON & ASSOCIATES
PHONE: 5442 6121
(—————4
DATUM RL 112.000 project
150mm THICK CONCRETE TO DETAIL ON SHEET 03 EASEMENT DRIVEWAY CL->DESIGN DRIVEWAY CL PROPOSED DEVELOPMENT AT
ROAD TYPE VERTICAL SEGMENTS 130 LAKE MACDONALD DR
PT CHAINAGE HEIGHT GRADE COOROY
VERTICAL CURVES s 0.000 116.829 -3.02%
LS 10.8 11.5 L47 L3 L3 ut IP 5,000 116.678 -12,50% Ee
-3% 12.5% 16.7% -20% 12.5% 0% 6.45% a y Client
VERTICAL GRADES IP 5.800 116.578 16.67%
LS 10.8 11.5 L47 L3 L3 ut IP 7.300 116.328 -20.00% S ARNOLD & L PETERSEN
DESIGN . ale . . ° . ° ° . IP 12,000 115,388 “12.50%
3 8 8 3 3 3 3 3 3 3 IP 15,000 115.013 0.00% a ,
SURVEY IP 18,000 115.013 6.45% (tle \
§ | & 5 F 4 5 a a} we | aig [_useo7_|_s4sx_|1| STAGE 1 COMBINED DRIVEWAY
= FL OF = = = = = = = LONGITUDINAL SECTION PLAN
CHAINAGE ° o| 3 2 e x © 2 g g
EASEMENT DRIVEWAY CL - LONGITUDINAL SECTION — A3 HORZ SCALE 1:100 LOTS 11-13 OF THE
A3 VERT SCALE 1:100 RECONFIGURATION OF LOT 233
ON MCH4301
SAW JOINT 3mm WIDE D/3 DEEP MIN WHEN CONCRETE HAS ee eon SEALANT 15 X 10 4
HARDENED SUCH THAT IT WILL NOT BE DAMAGED BY THE BLADE p .
DISCONTINUE FABRIC
OF A SOFT CUT SAW (2 TO & HOURS AFTER LAST TROWEL| CORNER NG TEOS AT TELE Lamm FROM EDGE Parish of TEWANTIN
SLAB LEVEL County of MARCH
7 < > | | NOOSA SHIRE COUNCIL
WATERPROOF = 94
[-—— CUT OUT EVERY SECOND WIRE MEMBRANE | Locality of COOROY
fi DIRECTLY UNDER JOINT AND
<tasley DEPRESS FABRIC LOCALLY
75mm CBR4S IF NS ——~| —_———
MOISTURE BARRIER LL DANLEY CRACK IN CBR LESS THAN 6 OO
DUCER UNDER SAW CUT "DANLEY’ 16mm SQUARE HD GALV. —| 200 i 10mm ABELFLEX TO SCALE
a DOWELS WITH DOWEL MASTER COVER x DEPTH OF JOINT
o 400 L AT 40 MAX CRS, CENTRAL (OR AS SHOWN
z APPROVED EQUAL)
= N32 CONCRETE SCALE 1:10
12d CONTROL LINES z KM
a (AT POUR BREAK)
z NOTE: ALL DOWELS HD GALVANISED U.N.O REVISIONS
® a a @ g SCALE NTS
Oo Ww
u au a i” ” ‘A | FOR APPROVAL
1.00 ! 2.50 ! 2.50 ! 1.00 ! & | AMMENDED FOR APPROVAL
Cc
°
7 TYPE 2.5 CBR15 GRAVEL SHOULDER
COMPACTED IN MAX. 150mm LIFTS Tus
COMPUTER DIRECTORY
2 X:\JOBS\CT PROJECTS IN PROGRESS\2151 130
“ LAKE MACDONALD DR\DESIGN
CBR6 FILL BASE COMPACTED IN Sheet 3 of 13 sheet
MAX. 150mm_LIFTS ee 9 sheets
drawing number
COMBINED DRIVEWAY DETAIL SECTION 2151 03
SCALE: 1:250 (A3)
\ date OCTOBER 2022 yy,
Section 4
Callaghan & Toth
Civil, Environmental &
-3% -3%
Hydraulic Engineers
1 in -6 1 in -6
1 in
-2
-2
1 in
Centreline Data
X = 1070.798
Y = 2128.829
Z = 115.788
Centreline Data
DATUM RL 111.500
X = 1080.424
112.424
115.546
115.713
115.788
115.713
115.546
113.796
1 in -3% -3%
DESIGN Y = 2123.506 2 1 in -6 1 in -6 2
1 in
Z = 115.206
112.424
112.893
112.972
113.174
113.387
113.483
113.796
SURVEY
DATUM RL 114.000
115.119
114.995
115.161
115.206
115.161
114.995
115.086
DESIGN
-9.744
-3.500
-2.500
0.000
2.500
3.500
7.000
OFFSET
115.119
115.118
115.111
115.102
115.093
115.087
115.086
CHAINAGE 10 SURVEY
-2.749
-2.500
-1.500
0.000
1.500
2.500
2.683
OFFSET
CHAINAGE 21
-3% -3%
1 in -6 1 in -6
1 in
-2
Centreline Data -2 Centreline Data
1 in
X = 1066.422 X = 1079.549
Y = 2131.249 Y = 2123.990 -3% -3%
1 in -6 2
1 in -6 1 in
-2
Z = 116.678 Z = 115.142 1 in
DATUM RL 113.500 DATUM RL 114.000
114.490
116.436
116.603
116.678
116.603
116.436
115.371
114.842
114.930
115.097
115.142
115.097
114.930
115.071
DESIGN DESIGN
114.490
114.840
114.920
115.079
115.205
115.252
115.371
114.842
114.854
114.933
115.067
115.079
115.073
115.071
SURVEY SURVEY
-7.393
-3.500
-2.500
-2.677
-2.500
-1.500
0.000
2.500
3.500
5.632
0.000
1.500
2.500
2.782
OFFSET OFFSET
CHAINAGE 5 CHAINAGE 20
-3% -3%
1 in -6 1 in -6
1 in
Centreline Data Centreline Data -2
X = 1062.046 4% X = 1075.173 -2
1 in
-4%
Y = 2133.668 Y = 2126.410
Z = 116.829 Z = 115.013
DATUM RL 115.500 DATUM RL 112.500
116.529
116.829
117.129
113.272
114.794
114.961
115.013
114.961
114.794
113.974
DESIGN DESIGN
116.494
116.829
117.104
113.272
113.365
113.439
113.567
113.695
113.783
113.974
SURVEY SURVEY
-7.500
-5.787
-2.744
-1.744
0.000
7.500
0.000
1.744
2.744
4.383
OFFSET OFFSET
CHAINAGE 15
CHAINAGE 0 A3 HORZ SCALE 1:100
A3 VERT SCALE 1:100
[OCR of page images]
Callaghan & Toth
Civil, Environmental &
: 2% a% , Hydraulic Engineers
qin ing PO BOX 2305
| 4 NOOSAVILLE 4566
yt 1.16/90 Goodchap Street
Ting =| Phone 54749081
www.callaghanandtoth.com.au
2 designed | MP datum AHD DERIVED
an’ ee drawn | MP
Centreline Data t,o -— a Jchecked | ADT _| Origin (BM.) PSM 116668 |
X= 1070.798 ee —_
Y = 2128.829 en ee TT approved
a SURVEYED BY
25116788 —— —— MAX WATTERSON & ASSOCIATES
PHONE: 5442 6121
DATUM RL 111.500 Centreline Data
X = 1080.424 ——————
& g 2 8 2 g 8 3% 3% :
DESIGN a 8 5 5 5 8 5 Y = 2123.506 Tg rin 6 fT ting ot _ Project
= = x z ~ 2 2 ~2= 115206 PROPOSED DEVELOPMENT AT
3S 8 g z 5 8 8
SURVEY S S S 3 2 3 3 DATUM RL 114.000 130 LAKE MACDONALD DR
are ; ala COOROY
OFFSET = 8 8 8 8 8 8 DESIGN 6) s/s S =] 3
os 3 ai s 3 8 2 = = = = = = = J
2| 2 = 8 3 3; 3
CHAINAGE 10 SURVEY 5/5) § 5 g | Client
onset alel ¢ ; al alg S. ARNOLD & L. PETERSEN
Gp af os S = a] si
a
CHAINAGE 21 —
title
STAGE 1 COMBINED DRIVEWAY
; CROSS-SECTIONS PLAN
-3% 3%
pin
ing LOTS 11-13 OF THE
Centrline Data _ cemreine beta RECONFIGURATION OF LOT 233
X= 1066.422 —S$ s« —— [ X = 1079.549 ON MCH 1
Y = 2131.249 Y = 2123.990 ‘ 3% 3% a Gg
Z=116678 —— ——~ J Z= 115.142 a Lin6— 3 —___ Parish of TEWANTIN
= — oT County of MARCH
DATUM RL 113.500 DATUM RL 114.000 NOOSA SHIRE COUNCIL
DESIGN 3 3 g & 8 : & DESIGN 2) 8) 8 2 3 8] § Locality of COOROY
~ ~ a
8 3 8g 2 8 g 5 g| 3] 38 5 2 eg] x
SURVEY = g ¢ 3 3 3 3 SURVEY S| 3 2 3 3 3] 3 ($$
= = = = = = = = = = = = = = SCALE
OFFSET a 8 g 8 g g 3 OFFSET 8) 8} 8 8 8g 8) 8 AS SHOWN
y 2 Y 3 A ° 0 q q 7 3 - A oi
CHAINAGE 5 CHAINAGE 20
ld
REVISIONS
A | FOR APPROVAL
3% -3% B | AMMENDED FOR APPROVAL
MATCH EXISTING ain ting c
— ] .-—-—“
Centreline Data ROAD SURFACE Centreline Data vn
X= 1062.046 X = 1075.173 _ Af
Y = 213.668 Y= 2126.410 f+ +
Z=116.82900 Z= 116.013 p— po FILES
COMPUTER DIRECTORY
DATUM RL 115.500 DATUM RL 112,500 X:\YOBS\CT PROJECTS IN PROGRESS\2151 130
g g g g 3 5 2 5 3 =
DESIGN 8 3 z DESIGN 5 § 3 3 3 g § LAKE MACDONALD _DR\DESIGN
3 3 3 z a) 8 ; s| 3 : FOR APPROVAL
SURVEY 3 3 = SURVEY a 3 3 8 $ 5 3
° - : : Sheet 4 of 13. sheets
OFFSET 8 8 8 OFFSET 2 x = 8 = = 8 draw
n 8 2 6 oi = 8 5 5 2 rawing number
CHAINAGE 15 2151-04
CHAINAGE 0 A3 HORZ SCALE 1:100 C
A3 VERT SCALE 1:100 date OCTOBER 2022 yy,
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
CHAINAGE
A3 HORZ SCALE: 1 : 100
DN600 DRIVEWAY CULVERT - LONGITUDINAL SECTION A3 VERT SCALE: 1 : 100
Section 6
5.5
13
135.5
5.0
13
4.5
13
134.0
.5
133.5
135
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
0.
0.
12
12
0
0.
120.012
5
0 9.
119.5
7. 11
13
0
9.
11
5
6. 119.0
13
118118
.5 .5
0
6. 118.0 118.0 11
13 8
1
.0
11188.
118
5.5
.0
5
5.
13 11
9.0
0
5.
13
5
4.
13
3.0
0
12
4.
13
5
3.
13
.5
117
5
2.
12
2.
0
12
5
1.
7.0
12
71.01
11
0
1.
12
5
0.
12
0
0.
RL: 116.61
6.5
12
BM: Spike in Bit.11
5
9.
11
5
6.
0
11
9.
11
5
8.
6.0
Hydraulic Engineers
11
11
0 1.5
8.
1
11 .0
11 1
Civil, Environmental &
11
1.0
5
1111.5
7.
11
11
0
11
0
7. .5
0.5
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11
6.
Callaghan & Toth
0
11
6.
5
11
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11
5.
11
11
[OCR of page images]
7
/ ern 111K / fp fo4 / Y “US
‘ AS GS I YT etd 8 a a A Callaghan & Toth )
HOUSE No. 9 9 I keith 4 Ee Nee PR IO KO
LOT 4 uC“ = / /) iy 7 x h Ss - an a CY / / ) cf / y we fv y y fy / 44), a a Civil, Environmental &
9 SP315578 S yy Ih / / 2 OAs TSE] oo us J J / o y off fy a a A ae a Hydraulic Engineers
¥ < / /) , COM GO “oa voy “ Cy CUS gf foe COL Of Os yoo PO BOX 2305
/ / \e oe a ue Y a “ yo COP yy a 4 us eo Co 4 4 yoy NOOSAVILLE 4566
/: Spike init j / Op YK Oo 2 S RIS CF yy CO Yo Soyo y yt 1.16/90 Goodchap Street
koi vy ce Y MS y sof Lo OOF eo =| Phone 54749081
2 3B Pies // yo ye é cy ye 44 4 ve Us 4 ye www.callaghanandtoth.com.au
S Z Zs yoy oa ye a Pow LP Soy oy designed [MP] datum AMD DERIVED
So S} 7 < Jf 4 fy © glam WIDE DRIVEWAY WITH 0.5m SHOULDERS AND APPROX. CUT/FILL drawn [ MP
So LSRL fo fo EXTENTS TO BE FINISHED WITH TOPSOIL AND TURF. SEE SHEET checked [ADT | Origin (BM.) PSM 116668
a As yo fe vv 4 4 Y 2151-07 FOR LONG SECTION AND SHEET 2151-08 FOR COU
7. REE yooh ‘Loe a 4 7” [CROSS-SECTIONS AND ALIGNMENT INFORMATION
(ee LA ey “ 2 aaa cpproved
\ |! yoo a CO AO SURVEYED. BY
HTN 4 4 WL 7.7 APPROX. PROPOSED MAX WATTERSON & ASSOCIATES
Vt EV / Yoyo 7 ASW 7 7, [BUILDING LOCATION PHONE: 5442 6121
i YoY LOO Oe
DW12 CH12.859 END OF Lopooe pp LP 4 YY “oe ey OO
CONSTRUCTION REQUIRED FOR Lf Lf LP OO ee project
OPW APPROVAL / ra a a
AO PSI ED : J 4 Oe Pe ee “7 PROPOSED DEVELOPMENT AT
SM A OS he / “”TOSCHARGE TABLE DRAIN AWAY Lo eo 130 LAKE MACDONALD DR
DW13 CH8.953 END OF CONSTRUCTION FROM ROAD, TYPICAL Oe ee COOROY
REQUIRED FOR OPW APPROVAL pid J oe ee Ee
Of LLL LEE Le ve
FROM CH55-CH106, INSTALL 0.6m WIDE a
(_
TABLE DRAIN AT 1:2 WITH 1:2 FINISH CUT Pass. [- Client
BATTER. LINE TABLE ORAIN WITH 1508 | 232, 7
ROCK, 150mm THICK OVER AS4 GEOFABRIC >
LMS S. ARNOLD & L. PETERSEN
aw
yfyf / /
rit hf ff 6 4 ED
fe J/ ¢ A Uff Ky)
——
‘STAGE 2 CONCEPT INTERNAL
DRIVEWAYS FOR LOTS 12 & 13
FROM CH34—CH112, INSTALL 0.6m WIDE
TABLE DRAIN AT 1:2 WITH 1:2 FINISH CUT
BATTER. LINE TABLE DRAIN WITH 1500
ROCK, 150mm THICK OVER A34 GEOFABRIC / 7 > LL
hy LOTS 11-13 OF THE
Jf te oe RECONFIGURATION OF LOT 233
“4 | vecerateD snd. conracrOR ON MCH4301
VEGETATED BUND. CONTRACTOR 10 STRIP
/ ~~ }@RASS & ADD TOPSOIL BUND WITH
7 | T5mm THICK COVER OF 3-MONTH OLD
Yes TUB MULCH
LEGEND — PROPOSED WORKS Parish of TEWANTIN
| SEALED DRNEWAY PER DETAILS ON SHEET we yo / Si fi PTs, County of MARCH
ove + fs sf / yf / yi! NOOSA SHIRE COUNCIL
LJ Oh GEE one oy ne NENENT DETALS om =f / yf (' 7 [ENSURE FREEDRAWING}- Locality of COOROY
ee REMOVE EASING | oy! / / /
ee _—F-| FENCE, AS REQUIRED
(ee CUT/FILL BATTER AND TABLE DRAIN: MIN. CBR3 os — 4 3 _ GOT LS ere Le / one Or DRWEWAY/TURN- AROUND. AREA J f 4 SS
MATERIAL COMPACTED TO 100% STANDARD COMPACTION sae- — 4 TT _- eos , a
IN MAX. 200mm LIFIS. FINSH WITH 75mm TOPSOL a ——l 4 gy — aoe ee, HOUSE PLANS. TERWINATE AT CHIO6 IE“ AA oA SCALE
a = _ ey DRIVEWAY BUILT BEFORE HOUSE /”
AND TURF TOP 1m THEN GRASS SEED. . _ poem Oe 7 vy yv a = 0 a =
: C TT x jf J, § / oy
30mm ACTO WITH PRIMER SEAL awe Ss
0.5m SHOULDER mm » id “ “of y / Vis lhee <A “ S L 1800083) SCALE SHOWN IS ORIGINAL DRAWING SCALE
0.5m SHOULDER — = “4 4 Y / / /. Ss . DO_NOT SCALE FROM THIS DRAWING
1508 ROCK, 150 a SY use ony pensions proven
THICK TO INVERT 3m VEGETATED BUND a “ ° B 7
OF TABLE DRAIN 3m WIDE DRIVEWAY WITH 0.5m SHOULDERS &
f 3.00 { | AND APPROX. CUT/FILL EXTENTS TO BE So REWSIONS
—| _FIN'SHED WITH TOPSOIL AND TURF. SEE LZ 7
s | SEP Il | ae
| APPROX —S => — | AND ALIGNMENT INFORMATION [7 N & | AMMENDED FOR APPROVAL
wet 125 THICK TYPE 2.1 CBR80 = S
AS4 GEOFAB 150 THICK TYPE 2.3 CBR45 \ | |
LOT 12 TYPICAL DRIVEWAY SECTION
SCALE: 1:100 (A3) 4
jo — — 2a C- FILES
& a ; 7, 25 S _-7% < g COMPUTER DIRECTORY
Oba TELE RAN A ) s bo °9 a a X:\JOBS\CT PROJECTS IN PROGRESS\2151 130
0 0.50 0.60 / |1:2 FINISH CUT BATTER FOR J 2990 > LAKE_MACDONALD_DR\DESIGN
3.00 0.3m DEEP TABLE DRAIN FROM y~ S
hk —j FA ¢
0.5m SHOULDER CH34—CH112 ° , ™ — FOR APPROVAL
AT 1:6 AND FILL _ Z °
xT ATS S a NOK MATRA FOF / Aexander David Toth aoe
= —— SURFACE BASING 3 NAME . RPEQ Sheet 6 of 13. sheets
je ce drawing number
0.5m SHOULDER AT 1:6 /
Raw Soren Sse 2151-06
LOT 13 Trica ao SECTION DRAIN OVER A34 GEOFAB Ss Cc
2A: EXISTING CONCRETE DRIVEWAY CL date OCTOBER 2022 /
Section 7
CUT / FILL DEPTH
CUT / FILL DEPTH
DATUM RL = 92.300
DATUM RL = 94.900
DRIVEWAY PAVEMENT
DRIVEWAY PAVEMENT
DRIVEWAY SEAL OPTIONS
DRIVEWAY SEAL OPTIONS
HORIZONTAL CURVE DATA
HORIZONTAL CURVE DATA
(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
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]
Alexander Dovid Toth 069 — Callaghan & Toth
NAME . RPEQ Civil, Environmental &
Hydraulic Engineers
12/10/22 PO BOX 2305
NOOSAVILLE 4566
SIGNED DATE yt 1.16/90 Goodchap_Street
— one
SERN AND LOT BSE YEWAY www.callaghanandtoth.com.au
designed | MP datum AHD DERIVED
drawn MP
fo ro 4 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) a 7 14.44 4287 78
DRIVEWAY SEAL OPTIONS 30mm AC10 COMPACTED TO MIN. 93% CDMRACTION WITH PRIMER EMULSION oroject
}
BASE125mm THICK TYPE 2.1|CBR80 COMRACTED TO) 100% $TANDARD COMPACTIO!
orveway Pavenent dag ee ee eee Eu AERA Oi Sar RCRA AOE it cone dcobu PROPOSED DEVELOPMENT AT
(BASED ON CBR3 SUBGRADE) 7 130 LAKE MACDONALD DR
DATUM RL = 94.900
3/3 3 al 2/8) ¢ g 3 RIS/ 8] 3] 9] a FARIS RIS 3 = S| Sis} & 3] 3| 3 3 COOROY
FINISHED SURFACE LEVEL ale 3 3) slo] co Ni a alsisigicic alalais els 5 a s| cle] 3 sl sls ai \ )
OO Sis = =| SEL = = = 8/8] 8/8] 8] 8 isis ais s 8 8) Be) 8 2/8/8 2
3 ale = 3) Sle) e 3 = <lelelaisle aleleols als @ g oe) elal wy alors Sle (- >)
8 gle 5 3) 5/s/ 8 g 5 a/s/s/a/a/e a/sje/s 8/5 g g g] 3/3) 8 gje|s 5/8 Client
EXISTING SURFACE LEVEL 3 als 3 8] 3/3) 3 8 a} olsisigll8) SIRs ee = 3 3 85) 3) gale als
oo = Se = EL SETS = = S/8/ 8/8/88 gaia} as s a 8 se) 2 2] 2/2 2/2
S. ARNOLD & L. PETERSEN
CUT / FILL DEPTH B/E g 5) S]a) 8 g 8 8)B/3/8lz/8 g]5/ 3/8 2] = 5 5B 3] g/g) 8 gjs/e g
=|N Nn A; =l<| = Q 3 eyeVelels|s S/S} S/S Q|N = 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
ele ele S
wo) |< slelslel] Je a] |xle = g| 5 2 3/3 5 —[ oF
CONTROL LINE CHAINAGE e wo) 2] FE 3/2/25] |8 8) |S 5 ° 8 ol & elo ol2 ,
° ale a al alels g sl Bisisisiels) ——ieleia 2/8 a g §] S\F) El SEIS 3/8 we
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
a] Parish of TEWANTIN
a County of MARCH
Locality of COOROY
an RK)
JOIN SMOOTHLY TO EASEMENT _—
ee ese
DRIVEWAY AND LOT 12 DRIVEWAY + ~—C*W SCALE
7 5 10 eles Ve)
scale
1:500(A3) SCALE SHOWN IS ORIGINAL DRAWING SCALE
HORIZONTAL CURVE DATA. R6 R-15 R20 R15 . Fone Sarees te ooRnNS
Kus ony omensions provipep
VERTICAL CURVE LENGTH (m) VG 8.02 C 5.28 IC 6.65 Vve|8.3
VERTICAL CURVE RADIUS (m) a RO RAO 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
& | AMMENDED 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 Sl=/5| 2) 888) 8 8) § 8 3 g ga) 8/8 18 gs} 3) 88g COMPUTER DIRECTORY
FINISHED SURFACE LEVEL 6] s]s} ols) s/o 2 3 als/s] s] slsisis| s] a] 38 6 5 g slsisisis zis] 3} sisls X:\JOBS\CT PROJECTS IN PROGRESS\2151 130
=} =}e} pe} te =| = Hpefey ef epee} = ~ ~ Sef e te Spe} =} fe LAKE MACDONALD DR\DESIGN
2 = slel ale) sre ale selo) a] slelelsl ef ste 3 & = alalersls ao) a) 2) elale
g 5] 3g) sig) alg 30 C8 glele} 2) aigisis) s) Ss} og g 5 3 sigieis|s ge] gf} e/eials
EXISTING SURFACE LEVEL 3 8| sla) lel slo “|S slels| g] sisicic] al os S K g slelelel= sis] sl sisisls
To = SLele] S/F) Sle =, OF EIE[S| 8] S/S/8/8) 8 8) 8 8 g 8 8/2] 2/2]® 38) 8] Seale 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) 8/8) Ss) Sk Bess} 8) Ssgrg) gs Ss 8 R 2 8/5/5/3]/8 5 3/3/83
si clo] slo} ols e e slelc] cf slalels| ofc e s s 3 slol dials slo] 8] Sidl6 Sheet 7 of 13. sheets
rn) elol 2 iq o| lo wo] © o| =| =| g) 8 g/g ig Grawing number
CONTROL LINE CHAINAGE g) |g} gia) 8 g 2) ja} s] sig} fa] =] 8 S/2/8/2] 5 ols) Sf Vals
8] ols] S/S) Slo ce) os alel=| =| sialelc] sls) og ° 3 8 sinless ge} =} f/2}g}a 2151 07
° eLel=| sie] gia sg, 8 gisis| 3|_ 8/$/8]5 8 gis|5/s/2 ele] =] =/=/s/8 =—
A1 SCALE: H 1:500, V 1:500 C
LONGITUDINAL SECTION DRIVEWAY LOT 13 Se 7
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
-2.146 118.272 118.272
-3.373 115.254 115.254
1 in
-2.000 118.306 118.199
1 in
-3
-3
-2.908 115.254 115.408 -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 -2.000 134.384 134.131 -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 Section 9
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 ¥ = 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,
The text continues on section 10.