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3018AppendixD
Attached to the e-mail RAL21/0018 - Information Request Response - 130 Lake Macdonald Drive Cooroy (Email 3 of 3).
APPENDIX D
Stormwater Management Plan & Driveway Design Plan prepared by Callaghan & Toth
(Drawing No’s. 2151-01A, 02A, 03A, 04A & 05A)
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Page 2
Callaghan & Toth
Civil, Environmental &
Hydraulic Engineers
BM: Spike in Bit.
RL: 116.61
[OCR of page images]
2151-01
2151-02
2151-03
2151-04
2151-05
PLAN_INDEX
ve
SITE LOCATION
SCALE: N.T.S
SITE_LOCATION
<
LOCATION PLAN, STORMWATER MANAGEMENT PLAN, AND SIGHT DISTANCE PLAN
DRIVEWAY DESIGN FEATURES PLAN
DRIVEWAY LONGITUDINAL SECTION PLAN
DRIVEWAY CROSS-SECTIONS PLAN
DRIVEWAY CULVERT PLAN
IPWEAQ DS-030
IPWEAQ RS-056
LEGEND: EXISTING SERVICES
CONCRETE
Lbbbbibiitttl sop oF BANK
ee ae oe EDGE OF BITUMEN
ss FENCE
---------- GRAVEL
aS 0.5m CONTOUR
STANDARD DRAWING INDEX
EXCAVATION, BEDDING AND BACKFILLING RIGID & FLEXIBLE DRAINAGE PIPES
VEHICLE CROSSINGS RURAL DRIVEWAY
BOUNDARY
0.1m CONTOUR
THAOO
roa
HOUSE No. 93
STORMWATER
APPROX. AVAILABLE SIGHT DISTANCE = 127m}
REQ’D AUSTROADS SISD EDD (-3.5% GRADE) = 121.4m
REQ'D AS2890.1 FIGURE 3.2 (80kmh) = 95m]
LOT 4
SP315578
tN
Q0
~|REQ'D AUSTROADS SISD EDD (-8% GRADE) = 128.0m
SS Sie, f3
APPROX. AVAILABLE SIGHT DISTANCE = 215m+/-
REQ’D AS2890.1 FIGURE 3.2 (80kmh) = 95m
HOUSE No. 7
LOT 16
CA
PROPOSED SEPTIC IRRIGATION
AREAS PER EFFLUENT DISPOSAL
REPORTS BY GLOBAL TESTING
DATED 11/06/2021
Alexander David Toth
NAME RPEQ
4
LEI 10/12/21
SIGNED DATE
SURFACE LEVELS
Oo
INSTALL 150mm HIGH DIVERSION BUND
PER EFFLUENT DISPOSAL REPORTS BY
GLOBAL TESTING DATED 11/06/2021
|
Oe
S:
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:
PSM104288 (CNR NOOSA DVE & GRANT ST, NOOSA HEADS)
E 508927.466, N 7080459,045, RL 21.488
BOUNDARIES
BOUNDARIES HAVE NOT BEEN SURVEYED OR REINSTATED
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.
[checked | ADT | Origin (BAL) PSM 116668 |
approved
| |SURVEYED BY
MAX WATTERSON & ASSOCIATES
PHONE: 5442 6121
EES
ay
project
PROPOSED DEVELOPMENT AT
130 LAKE MACDONALD DR
COOROY
|
(i
Client
S. ARNOLD & L. PETERSEN
i
iO
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) DO_NOT SCALE FROM THIS DRAWING
\ USE _ONLY DIMENSIONS PROVIDED, J
REVISIONS
A | FOR APPROVAL
FILES
COMPUTER DIRECTORY
X:\JOBS\CT PROJECTS IN PROGRESS\2151 130
LAKE MACDONALD _DR\DESIGN
FOR APPROVAL
Sheet 1 of 5 sheets
drawing number
2151-01
XK dote DECEMBER 2021 yy,
Page 3
Callaghan & Toth
0.5 Civil, Environmental &
11
Hydraulic Engineers
1111.5
1.0
1
21
11
6.
5
e in Bit.
20
1
19
3
18
2 4
15
5
17 16
6
14
7
12
13
8
11
9
10
DRIVEWAY SETOUT
POINT NORTHING EASTING LEVEL DESC
1
DESIGN DRIVEWAY CL
2
3
4
5
EOG
EOG
EOB
EOB
6
7
8
9
10
-3% 1 in -6
1 in -6 -3% 11
12
1 in 13
-2 14
- 2 15
1 in 16
17
18
19
20
21
[OCR of page images]
RL116.61
|
SURVEY CONTROL - SPIKE IN BITUMEN /
REMOVE SECTION OF EXISTING
FENCE, AS REQUIRED
. SM
“N
g
SAWCUT 250mm FROM EDGE OF cy
EXISTING BITUMEN AND JOIN S
OOTHLY PER DETAIL ON 2151-02 /
7 f
/ 1
RS.
y 2
RURAL DRIVEWAY
TO IPWEA RS-056
i
SEE SHEET 2151-04 FOR
STORMWATER DETAILS
|
-— EXISTING BITUMEN SURFACING TO BE
SAWCUT TO ALLOW NEW ASPHALT TO
JOIN SMOOTHLY TO EXISTING SEAL
rh 250 MIN
|
1
EXISTING PAVEMENT TO BE CUT
BACK TO PROVIDE CLEAN GRAVEL
_
Y
A
FACE FOR NEW PAVEMENT
PAVEMENT JOINING DETAIL
y 7
LS,
NX
9
by
sy Ss fi,
S
}
4
Wy y,
S “4
DSF
is 2
s ;
S ZS
— 5p
2
Z Ss
N 7 ~
ji
oe 6
2
7
~N
™~N
™~
DRIVEWAY CULVERT PLAN
SCALE: 1:250 (A3)
EOG
8
8
4in-6
EOB
DESIGN DRIVEWAY CL
EOB
2.50 2.50
-3% -3%
Tin. _—f100mm TYPE 2.1 CBR80_ BASE
ne 150mm TYPE 2.3 CBR45 UPPER SUBBASE
DRIVEWAY CENTRELINE
VERTICAL INFORMATION
LEGEND: EXISTING SERVICES
SEE SHEET 2151-04 FOR
STORMWATER DETAILS
DRIVEWAY CENTRELINE. SEE SHEET 2151-03 FOR
LONGITUDINAL SECTION AND CROSS-SECTIONS
Uj
wot
3.00 1) ENSURE FREE DRAINAGE €
\ s
™~
N 7
Vv
fo
12d CONTROL LINES
oO
°
Ww
1.00
30mm_AC10 ASPHALT WITH CRS60_ BITUMEN EMULSION
TYPICAL DRIVEWAY SECTION
SCALE: 1:100 (A3)
COMPACTED IN MAX. 150mm_LIFTS
/
/
\. / /
/
“Nn © FILL AS REQUIRED TO
CBR6 FILL LOWER SUBBASE
COMPACTED IN MAX. 150mm LIFTS
STRIP VEGETATION AND
TOPSOIL_MIN. 100mm THICK
CHAINAGE | HEIGHT | GRADE BOUNDARY
0.000 | 116.829 | -3.0e% 0.5m CONTOUR
0.1m CONTOUR
3.000 116.678 | -12,50% | nr rarnranrnranrcnarne — CONCRETE
5.800 | 116.578 | -16.67% 10? OF BANK
7.300 | 116.328 | -20.00% | 9» — an — az au —— EDGE OF BITUMEN
tits sp ppp peppy
12,000 | 115.388 | -12.50% BUILDING
- FENCE
15.000 | 115.013] ooo% | GRAVEL
18.000 | 115.013 ] 6.45% sw STORMWATER
iP] 21.000 | 115.207] 6.45%
LEGEND — PROPOSED WORKS
as
SEALED DRIVEWAY: STRIP GRASS AND
TOPSOIL MIN. 100mm DEEP, EXCAVATE TO
SUBGRADE LEVEL AND ADD 160mm CBR60
GRAVEL TO 100% STANDARD COMPACTION
AND 25mm AC SURFACING OR TWO-COAT
BITUMEN SEAL AS PER SHEET 2151-02
GRAVEL SHOULDER: STRIP GRASS AND
TOPSOIL MIN. 100mm DEEP, EXCAVATE TO
SUBGRADE LEVEL AND ADD 160mm CBR60
GRAVEL TO 100% STANDARD COMPACTION
AS PER SHEET 2151-02
FILL BATTER: MIN. CBR15 MATERIAL
COMPACTED TO 100 STANDARD COMPACTION
IN MAX. 150mm LIFTS
SCOUR PROTECTION: ROCK OVER A34
GEOFABRIC AS SHOWN ON SHEET 2151-04
GUIDE POSTS TO TMR STD DWG 1356
DN600 RCP CL3 RRJ STORMWATER PIPE TO
IPWEAQ STD DWG DS-0030 & RS-056 AND
DETAILS ON SHEET 2151-04
PROPOSED ACCESS EASEMENT
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.
[checked | ADT | Origin (BAL) PSM 116668 |
approved
SURVEYED BY
MAX WATTERSON & ASSOCIATES
PHONE: 5442 6121
FT
project
PROPOSED DEVELOPMENT AT
130 LAKE MACDONALD DR
COOROY
Ee
($<
Client
S. ARNOLD & L. PETERSEN
|
——
title
DRIVEWAY DESIIGN
FEATURES PLAN
LOTS 11-13 OF THE
RECONFIGURATION OF LOT 233
ON MCH4301
Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of COOROY
KN
_ a’
SCALE
0.1.25 2.5 3.75 5 6.25 Meters 12.5
DRIVEWAY SETOUT
scale
POINT} NORTHING | EASTING | LEVEL | DESC 1:250(43) ET eS WING Soe
\ USE ONLY DIMENSIONS PROVIDED S
1
2 REVISIONS
3 "
4 A |_FOR APPROVAL
5
6
7
8
9
70 FILES
11 COMPUTER DIRECTORY
12 X:\YOBS\CT PROJECTS IN PROGRESS\2151 130
3 LAKE MACDONALD DR\DESIGN
: FOR APPROVAL
15
16
7 Sheet 2 of 5 sheets
18 drawing number
19 2151-02
20 A
21 dote DECEMBER 2021 yy,
Page 4
Callaghan & Toth
Civil, Environmental &
Hydraulic Engineers
DATUM RL 112.000
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
A3 HORZ SCALE 1:50
5.8
7.3
CHAINAGE
10
12
15
18
20
23
0
5
A3 VERT SCALE 1:50
DESIGN DRIVEWAY CL - LONGITUDINAL SECTION
[OCR of page images]
DESIGN DRIVEWAY CL->DESIGN
DRIVEWAY CL VERTICAL SEGMENTS
PT | CHAINAGE | HEIGHT GRADE
Ss 0.000 116.829 -3.02%
IP 5.000 116.678 -12,50%
IP. 5.800 116.578 -16.67%
IP 7.300 116.328 -20.00%
IP. 12,000 115.388 -12,50%
IP. 15.000 115.013 0.00%
IP. 18,000 115.013 6.45%
IP. 21.000 115.207 6.45%
a =>
ae | ——_
— ) ~~.
a fy
_
—
—
_
SN ee
SN +
DATUM RL 112.000
VERTICAL CURVES
LS 10.8 L145 L47 L3 L3 ut
-3% -12.5% 16.7% -20% 12.5% 0% 6.45%
VERTICAL GRADES
LS 10.8 L145 L47 L3 L3 ut
DESIGN
g 8 8 8 g 8 s s 8 8
SURVEY
CHAINAGE ° © 8 2 e s 2 2 g g
DESIGN DRIVEWAY CL - LONGITUDINAL SECTION
A3 HORZ SCALE 1:50
A3 VERT SCALE 1:50
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
|
——
title
DRIVEWAY LONGITUDINAL SECTION
PLAN
——_
LOTS 11-13 OF THE
RECONFIGURATION OF LOT 233
ON MCH4301
Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of COOROY
KN
_ a’
SCALE
AS SHOWN
ld
REVISIONS
A | FOR APPROVAL
FILES
COMPUTER DIRECTORY
X:\JOBS\CT PROJECTS IN PROGRESS\2151 130
LAKE MACDONALD DR\DESIGN
FOR APPROVAL
Sheet 3 of 5 sheets
drawing number
2151-03
XK date DECEMBER 2021 S/S
Page 5
Z = 116.829
Z = 116.678
Z = 115.788
DESIGN
DESIGN
DESIGN
OFFSET
OFFSET
OFFSET
SURVEY
SURVEY
SURVEY
Y = 2133.668
X = 1062.046
Y = 2131.249
X = 1066.422
Y = 2128.829
X = 1070.798
Centreline Data
Centreline Data
Centreline Data
DATUM RL 115.500
DATUM RL 113.500
DATUM RL 111.500
-7.500 116.494 116.529
-7.393 114.490 114.490 -9.744 112.424 112.424
1 in -
2
1 in
-2
-4%
-3.500 114.840 116.436
-2.500 114.920 116.603
-3.500 112.893 115.546
-3%
-2.500 112.972 115.713
0.000 116.829 116.829 0.000 115.079 116.678
CHAINAGE 5
-3%
CHAINAGE 0
-3%
0.000 113.174 115.788
2.500 115.205 116.603
CHAINAGE 10
3.500 115.252 116.436
-3%
4%
1 in
2.500 113.387 115.713
-2
5.632 115.371 115.371
3.500 113.483 115.546
7.500 117.104 117.129
1 in
-2
7.000 113.796 113.796
A3 VERT SCALE 1:50
A3 HORZ SCALE 1:50
Z = 115.013
DESIGN
OFFSET
SURVEY
Y = 2126.410
X = 1075.173
Centreline Data
DATUM RL 112.500
-5.787 113.272 113.272
1
in -
2
Z = 115.142
Z = 115.206
DESIGN
DESIGN
OFFSET
OFFSET
SURVEY
SURVEY
Y = 2123.990
X = 1079.549
Y = 2123.506
X = 1080.424
Centreline Data
Centreline Data
-2.744 113.365 114.794
DATUM RL 114.000
DATUM RL 114.000
-2.677 114.842 114.842 -2.749 115.119 115.119
-1.744 113.439 114.961 -2.500 115.118 114.995
-2.500 114.854 114.930
-1.500 114.933 115.097 -1.500 115.111 115.161
-3%
0.000 113.567 115.013
-3%
-3%
0.000 115.067 115.142 0.000 115.102 115.206
CHAINAGE 15
-3%
-3%
-3%
1.744 113.695 114.961
CHAINAGE 21
1.500 115.079 115.097 1.500 115.093 115.161
CHAINAGE 20
2.744 113.783 114.794
2.500 115.073 114.930 2.500 115.087 114.995
2.782 115.071 115.071 2.683 115.086 115.086
1 in
-2
4.383 113.974 113.974
Hydraulic Engineers
Callaghan & Toth
Civil, Environmental &
[OCR of page images]
-3%
-3%
—] [—,
Ting
aor
Centreline Data | —_—
X= 1070.798 rs —_
Y = 2128,829 eee rT]
_z=s6208 —— —— —
DATUM RL 111.500
5 ¢ 2 8 2 g 8
DESIGN qa 6 8 S 8 8 3S
a 3 &g x 3 3 3
SURVEY g g a 5 5 5 5
OFFSET = 3 8 8 8 8 8
$ % 9 3 ai 3 Fe
CHAINAGE 10
3% “3%
Ting
Centreline Data
Centreline Data
X= 1062.046
Y = 2133.668
Z= 116.829 —_
DATUM RL 115.500
MATCH EXISTING
ROAD SURFACE
X= 1066.422 |
Y = 2131.249
__2= 116.678 —- —~ J
DATUM RL 113.500
DESIGN z z 3 3 g 3 2
g g g g 8 g 5
SURVEY 3 2 g 8 3 3 8
OFFSET 3 g 2 8 3 3 3
x © o S ai ° 6
CHAINAGE 5
NATURAL SURFACE
X= 075.173
Y=2126.410
Z= 115.013
Centreline Data
DATUM RL 112.500
Centreline Data
X = 1080.424
Y = 2123.506 3% 3%
T= 116206 y FJ
DATUM RL 114.000
2| a} & g gl 8
DESIGN 5] 2 S 8 8) 8
=| =| = 8 g 3| 3
SURVEY 3B) 3 5 & 8 3
OFFSET z 8 g 8 g gl g
| : ° = ai] si
CHAINAGE 21
Centreline Data
X = 1079.549
Y = 2123.990 -3% -3%
221184200 nn +7
DATUM RL 114.000
gl sl 8 g 5 gis
DESIGN s/s] 8 5 8 s| 3
gl al 3 8 g els
SURVEY e/ | ¢ 3 3 8] 8
OFFSET 5| 8] 8 8 8 8) 8
q q 7 3 - A oi
CHAINAGE 20
-3% -3%
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
FT
project
PROPOSED DEVELOPMENT AT
130 LAKE MACDONALD DR
COOROY
Ee
($<
Client
S. ARNOLD & L. PETERSEN
|
——
title
DRIVEWAY CROSS-SECTIONS
VN)
LOTS 11-13 OF THE
RECONFIGURATION OF LOT 233
ON MCH4301
Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of COOROY
KN
_ a’
SCALE
AS SHOWN
ld
REVISIONS
A | FOR APPROVAL
FILES
COMPUTER DIRECTORY
DESIGN
116.529
116.829
117.129
DESIGN
113.272
114.794
114,961
115.013
114.961
114.794
113.974
X:\JOBS\CT PROJECTS IN PROGRESS\2151 130
LAKE MACDONALD DR\DESIGN
SURVEY
116.494
116.829
SURVEY
117.104
113.272
113.365
113.439
113.567
113.695
113.783
113.974
FOR APPROVAL
OFFSET
-7.500
0.000
OFFSET
7.500
“5.787
2.744
4.744
0.000
1.744
2.744
4.383
Sheet 4 of 5 sheets
CHAINAGE 0
A3 HORZ SCALE 1:50
A3 VERT SCALE 1:50
CHAINAGE 15
drawing number
2151-04
XK date DECEMBER 2021 S/S
Page 6
11
6.0
BM: Spike in Bit.
Callaghan & Toth
RL: 116.61
Civil, Environmental &
.5 Hydraulic Engineers
110
1111.5
1.0
1
11
.5 6
BM: Spike in Bit. 31
30
DN600 DRIVEWAY CULVERT SETOUT
POINT NORTHING EASTING LEVEL DESCRIPTION
30 1067.2992 2124.0752 113.670 IL
31 1073.7567 2135.8431 113.000 IL
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 : 50
DN600 DRIVEWAY CULVERT - LONGITUDINAL SECTION A3 VERT SCALE: 1 : 50