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1225- Sheets from Callaghan and Toth

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TJ 17 ~
LEGEND: EASTERN TRIBUTARY I 15 Calla ghan & Toth
[OI «sm RPaRIAN BUFFER FROM INVERT Seo Civil, Environmental &
| Hydraulic Engineers
|} 5m Riparian BUFFER FROM TOP OF BANK Sf \ y woost eit 2398
16 | Toa I) 8/41 Sunshine Beach Road
[J tom RIPARIAN BUFFER FROM TOP OF BANK = ~ ~ Phew e-calaghonondtoth com au
GER (27.0% NPOSTRUCTURE RSE PAN GUFFER Yi = roy 8 cesigned [OF dotun BHD DERNED
— —— PSM *
(TOTAL AREA 340 SQUARE METRES) « io cates Tan] origin (Bm) FM
[) MBDTONAL, RPARIAN BUFFER OFFSET (PRELIMINARY AREA —
580 SQUARE METRES, SUBJECT TO FLOOD MODELING) WESTERN TRIBUTARY ¥ 1g | \ cpproved
sprrerrrrrrm EXISTING TOP OF BANK \ \ | \ 9 1 SURVEYED_ BY
PREVIOUS BDY \ 14 MAX WATTERSION & ASSOCIATES
Faioo FINAL Q100 WESTERN BANK — RIPARIAN BUFFER AREA + RP173883 PHONE 54 426 121
PLANT AREA TO ACHIEVE PLANT DENSITY OF o STAGE 5
——~-—_ PROPOSED LAY BACK TYPE INVERT LINE KERB & 1 PLANT/1.5m?. CURRENTLY RIPARIAN AREA ( )
CHANNEL M1 TO IPWEAQ STD DWG R-0080 FROM TOP OF BANK LIMITED TO GRASS project
=== §W=— PROPOSED STORMWATER PIPE NATURE VEGETATION PRESENT ON BANKS can 4 Di PROPOSED 31 LOT SUBDMSION
* ;=3—— PROPOSED INTERLOT DRAINAGE PIPE WITH Lom Fotog eS 10 55 LAKE MacDONALD DRIVE
RAINGARDEN / S53 , po ° COOROY
* —*— PROPOSED INTERLOT DRAINAGE PIPE 2 av ACTIVE a \
WITH! PITS » y PARKLAND § 1 RY)
= . 2
—q—.|
PROPOSED BIORETENTION BASIN Y 685m |_ 7 Client
s , | on EASTERN BANK — RIPARIAN BUFFER AREA ¢
PROPOSED VEGETATED $OT —~ PLANT 70% OF AREAS TO ACHIEVE PLANT
c=; BIO-RETENTION SWALE eo~N S SN DENSITY OF 1 PLANT/1.5m®, REMOVE WEEDS VALKEV PTY LTD
5S \ x
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INVERT. PROFILING 32 12 ———
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a
31 —
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f WEST SIDE OF RoADI] =| 5 LOT 136 on MCH978
ly = 30 = Parish of TEWANTIN
IE Ce Fatog County of MARCH
L nj 28 SUNSHINE COAST COUNCIL
m, / Locality of LAKE MacDONALD
2 3 | 29 RIPARIAN MAPPING DOWNSTREAM -
r { OF THIS POINT, STREAM BANK
KO
USED FOR START OF BUFFER
STAGE 4 a
SCALE
26
: 05 10 15 20 ees 50
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RESERVE
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ACHIEVE PLANT DENSITY

OF 1 PLANT/1.5m@}.

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/
/
19 , 2
PREVIOUS ROAD 22
RESERVE BDY
+
17
18
+ ——====]
SP *
18739
1
‘ 3

 

3m WIDE CLEAR AREA
BEHIND LOTS FoR
ACCESS OR SERVICES|.> 95,

 

 

 

24

23

BIO BASIN

  

 

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>

 

NO RIPARIAN MAPPING DOWNSTREAM
OF THIS POINT, STREAM INVERT |.
USED FOR START OF BUFFER} ™

C—

“N

a

Nt

 

 

 

 

PURPLE AREA — INFILL PLANTING
REQUIRED FOR 30% OF AREA 10
ACHIEVE 1. PLANT/1.5m?

 

 

 

 

 

USE ONLY DIMENSIONS PROVIDED

REVISIONS

 

FILES

 

COMPUTER DIRECTORY

 

X:\JOBS\CT Projects in progress\1225 30 lots
lake MacDonald Drive\\Design\Current_DWG—BASE

 

PRELIMINARY

 

Sheet 1 of 15 sheets

 

drawing number

1225-33

 

 

 

 

XY

date 10-3-14

 

 

 
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Page 2

 

 

 

 

( Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers

PO BOX 2305
NOOSA HEADS 4567
i 8/41 Sunshine Beach Road
=] Phone 54749081, Fax 54749041
www.callaghanandtoth.com.au

designed [AH datum AHD DERIVED
drawn MM. PSM
checked [ADT | Origin (B.M.) RL *

 

 

'

 

 

 

 

approved
SURVEYED BY

MAX WATTERSION & ASSOCIATES
PHONE 54 426 121

 

($n
project

PROPOSED 31 LOT SUBDIVISION
55 LAKE MacDONALD DRIVE
COOROY

= wo 2
= Roe h ee
s RSSNS FF
= q e li
5 sssse Client
[a sae
xi
gS uw eeeze
a S + =
& $B Nae 8 VALKEV PTY LTD
Ss nr 2 Sask
B78 meas S
ai on essen
ess —_
<s @ Sas
: x (__——— \
Seer
a regu .
. = Soov title
Horiz Curve Data a of

  

B-100y B509 R60

STAGE 3

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Vertical Geometry Grade (%) 145 6%o [| 2859 oe ROAD 1 LONGITUDINAL SECTION
; B J OATS KM
Vertical Curve Length (m) 2 L2 own
! g —— FF
Vertical Curve Radius (m) Ne Seas S
r 97. tset
Eee = LOT 136 on MCH978
VOLUMES .
FILL Parish of TEWANTIN
wll slslelsisiciziz) slel elululslel = S = _ County of MARCH
NATURAL SURFACE S/S) SSSR) Blo) SISVSPS/s) SS] SFR SUNSHINE COAST COUNCIL
sls| slsisisisisisis) sis] slsigisis| s| Ss} gs) ¢ .
ee = = = Locality of LAKE MacDONALD
CUT / FILL DEPTH Sis) SiSRS|3/SA/3) SS) RSiSisjs] 2) 8) 6S) OB
slo| slslols[slslalo| slo] slslclols| sc o s s
IS] FISiFISisislais] FIs] FISlFISie) 7 7 ; [ooo
DESIGN LEVELS ON | ela! gjalaietelefelg| gis] glial] #| | |g sont
mS} S[s/Sfs/sjals 2 }
= 0 10 20 30 40 50 Weles 100
in ala : SCALE SHOWN IS ORIGINAL DRAWING SCALE
CHAINAGE 2} |€/2/8) |S) |8) |§) ace ° 1:200 VERT Bo No SoM TOM THE DANG
o Ma} S$ Ss e 2 qg x Ss 3 m = 3 S Ss Sg . USE ONLY DIMENSIONS PROVIDED

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

REVISIONS

LONGITUDINAL SECTION 12D ROAD 1 CL

 

FILES

 

COMPUTER DIRECTORY

 

 

 

PRELIMINARY

Sheet 3 of 15 sheets
drawing number

1225-35
XQ date 10-3-14 yy

 

 

 

 

 

 

 

 

 

Page 3

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

= Nha
noe | 3 2508 £0, Pw
2% OA WO: . 2 eb RO 0.78%
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Datum 98
Centreline R.L.100.782
104.651
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2. < xO 2 Of. 4 Xe
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Datum 99
Centreline R.L.100.93
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| Datum 99

 

 

60.000

Datum 99

 

 

3%

 

Centreline R.L.101.232

Datum 99

 

 

Centreline R.L.101.431

Centreline R.L.101.005

( Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers

PO BOX 2305

NOOSA HEADS 4567

i 8/41 Sunshine Beach Road

=> Phone 54749081, Fax 54749041
www.callaghanandtoth.com.cu

 

designed | AH datum AHD DERIVED

 

drawn MM '

 

. PSM
checked [ADT | Origin (B.M.) RL *

 

 

 

approved

 

SURVEYED BY
MAX WATTERSION & ASSOCIATES
PHONE 54 426 121

($n
project

PROPOSED 31 LOT SUBDIVISION
55 LAKE MacDONALD DRIVE
COOROY

ld

_——
Client

VALKEV PTY LTD

ld

ee Or
title

STAGE 3
ROAD 1 CROSS SECTIONS 1/2

——_ rd
ee

LOT 136 on MCH978

Parish of TEWANTIN

County of MARCH

SUNSHINE COAST COUNCIL
Locality of LAKE MacDONALD

 

0.1 23 = 25 5 10
SS
Meters

“ ‘SCALE SHOWN IS ORIGINAL DRAWING SCALE.
1:200 (A3) DO NOT SCALE FROM THIS DRAWING

 

 

USE ONLY DIMENSIONS PROVIDED

REVISIONS

A | REVISED CROSS SECTIONS

 

FILES

 

COMPUTER DIRECTORY

 

 

 

PRELIMINARY

 

Sheet 4 of 15 sheets

 

drawing number

1225-36

 

 

 

 

XQ date 10-3-14 yy

 

 

 

Page 4

 

 

 

 
  

 

( Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers

PO BOX 2305

NOOSA HEADS 4567

i 8/41 Sunshine Beach Road

=> Phone 54749081, Fax 54749041
www.callaghanandtoth.com.cu

 

designed | AH datum AHD DERIVED

 

drawn MM '

 

 

. PSM
checked [ADT | Origin (B.M.) RL *

 

 

approved

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

8 “eho ee,
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Centreline R.L.100.338
193.491
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a
Datum 98
Centreline R.L.100.441
172.707
3 2% ee ee
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3 Gs, Wo, Ns
2 7 2% 28 3.03% %. 1.09%
3% =
ee
Datum 98
Centreline R.L.100.505
160.000
One
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920, de yal oP ox 8 Br %y0, 1.52%
%o 5 SALE age O72 35 3% =~" 2% 0.72%
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po Ae
Datum 98
Centreline R.L.100.632
134.542

SURVEYED BY
MAX WATTERSION & ASSOCIATES
PHONE 54 426 121

($n
project

PROPOSED 31 LOT SUBDIVISION
55 LAKE MacDONALD DRIVE
COOROY

ld

_——
Client

VALKEV PTY LTD

ld

ee Or
title

STAGE 3
ROAD 1 CROSS SECTIONS 2/2

——_ rd
O———_—_——

LOT 136 on MCH978

Parish of TEWANTIN

County of MARCH

SUNSHINE COAST COUNCIL
Locality of LAKE MacDONALD

 

0.1 23 = 25 5 10
SS
Meters

“ ‘SCALE SHOWN IS ORIGINAL DRAWING SCALE.
1:200 (A3) DO NOT SCALE FROM THIS DRAWING

 

 

USE ONLY DIMENSIONS PROVIDED

REVISIONS

 

FILES

 

COMPUTER DIRECTORY

 

 

 

PRELIMINARY

Sheet 4 of 15 sheets
drawing number

1225-37

 

 

 

 

 

 

XQ date 10-3-14 yy

 

 

 

Page 5

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

°
so &
& q
2 ss = 5
s “so z “re
Ss is
= =e wn © Sports
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srevte Ss 4S rtd
“ses Z@ © &Sbzyoe
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ZIP)
SG
Rw
SL
Horiz Curve Data 3h 8
Rex
FSSHe
Sshs
Vertical Geometry Grade (%) Q%0.5%6 2.452% 24% Loe
Vertical Curve Length (m) Liee29 L2
Vertical Curve Radius (m) 6 R2031\779
DATUM_R.L.90.000
CUT
VOLUMES
FILL
a) B/AIS/Slalml Ss} ec] 8
NATURAL SURFACE JE} Sjpjeja|mj=} Ss) es) s
S| eslsislele| S| Ss
x
CUT / FILL DEPTH [8) S]gle|¥igie| si] 8} 2
So S|SISfajapuyp sy S|]
1 ilslsloleis| cs] clo
DESIGN LEVELS ON Jg| alglelglelg| a] 3] g
ROAD CENTRELINE |g] sslsigls|s| S| S| 5
~ Ne) wo wn
CHAINAGE Sl) JS) js] |S
el = isikisls S

 

 

 

 

 

 

 

 

 

 

 

 

 

 

LONGITUDINAL

SECTION 12D

ROAD 2 CL

( Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers

PO BOX 2305

NOOSA HEADS 4567

i 8/41 Sunshine Beach Road

=> Phone 54749081, Fax 54749041
www.callaghanandtoth.com.cu

 

designed | AH datum AHD DERIVED

 

drawn MM '

 

 

. PSM
checked [ADT | Origin (B.M.) RL *

 

 

approved

 

SURVEYED BY
MAX WATTERSION & ASSOCIATES
PHONE 54 426 121

($n
project

PROPOSED 31 LOT SUBDIVISION
55 LAKE MacDONALD DRIVE
COOROY

ld

_——
Client

VALKEV PTY LTD

ld

ee Or
title

STAGE 3
ROAD 2 LONGITUDINAL SECTION

——_ rd
ee

LOT 136 on MCH978

Parish of TEWANTIN

County of MARCH

SUNSHINE COAST COUNCIL
Locality of LAKE MacDONALD

 

0.1 23 = 25 5 10
Sa
0 10 20 30 40 50 Meters 100

“ ‘SCALE SHOWN IS ORIGINAL DRAWING SCALE.
10 ER DO NOT SCALE FROM THIS DRAWING

 

 

USE ONLY DIMENSIONS PROVIDED

REVISIONS

A | REVISED LONG SECTION LEVELS

 

FILES

 

COMPUTER DIRECTORY

 

 

 

PRELIMINARY

 

Sheet 5 of 15 sheets

 

drawing number

1225-38

 

 

 

 

XQ date 10-3-14 yy

 

 

 

 

Page 6

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

© | Ar
7 so I 2
v fo, NS 4 5 862 oe’
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ONT So 2.5% or =3% = 5% oe
t Datum 101
Centreline R.L.101.831
76.866
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Centreline R.L.101.532
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NA 5 B89, 85°
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Datum 100
Centreline R.L.101.408
50.000
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BNO ON” NA 5 Sy Qo°
2 2.5% oy 3% 2 25% 2S?
Datum 100
Centreline R.L.101.17
40.000
\ Qo 2 &
850, er ese I % 292, Bre
The, ON on 8 “oy Se
ae 5% Oey aim = 25%
Datum 100
Centreline R.L.100.925
30.000
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23% er ae | 3 8S SRE
So, £3! ooh 3 Fos OP
S_5%“ "25% We -az = 25% 7S?
t Datum 100
Centreline R.L.100.716
20.000
+
257, as mee 3 ox Vo
“A $2 > sb” ow 3 Ro, Oe
> 5m 5% Wer -3% 2 25% 3 -5% SS
J Datum 100
Centreline R.L.100.696
15.729

 

( Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers

PO BOX 2305

NOOSA HEADS 4567

i 8/41 Sunshine Beach Road

=> Phone 54749081, Fax 54749041
www.callaghanandtoth.com.cu

 

designed | AH datum AHD DERIVED

 

drawn MM '

 

checked ADT

 

PSM
Origin (B.M.) RL *

 

 

approved

 

SURVEYED BY
MAX WATTERSION & ASSOCIATES
PHONE 54 426 121

($n
project

PROPOSED 31 LOT SUBDIVISION
55 LAKE MacDONALD DRIVE
COOROY

ld

_——
Client

VALKEV PTY LTD

ld

ee Or
title

STAGE 3
ROAD 2 CROSS SECTIONS

——_ rd
ee

LOT 136 on MCH978

Parish of TEWANTIN

County of MARCH

SUNSHINE COAST COUNCIL
Locality of LAKE MacDONALD

 

Qo.4 23 25 5 10
Meters

“ ‘SCALE SHOWN IS ORIGINAL DRAWING SCALE.
1:200 (A3) DO NOT SCALE FROM THIS DRAWING

 

 

USE ONLY DIMENSIONS PROVIDED

REVISIONS

A |_REVISE CROSS SECTION LEVELS

 

FILES

 

COMPUTER DIRECTORY

 

 

 

PRELIMINARY

 

Sheet 6 of 15 sheets

 

drawing number

1225-39

 

 

 

 

XQ date 10-3-14 yy

 

 

 

Page 7

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

x
s
al
Se
= om
Aza
So
= Be
x om
mot
“ES
zas
S
—aaa .
Horiz Curve Data R20 EBD = 10
Vertical Geometry Grade (%) 058% 0.666%
Vertical Curve Length (m) LS,te
Vertical Curve Radius (m) RA315,
DATUM R.L.92.000
CUT
VOLUMES
FILL
Sls] Safe] SS) ae
NATURAL SURFACE AF] Siale) Sia] als
ele} esleis) sisi sie
ef} wlrl-] slo
CUT / FILL DEPTH S/§) s/e/§) 2/8) Sls
STS IFES) SS.
DESIGN LEVELS ON g\3)3|5/2) S/S /8 sz lz
ROAD CENTRELINE elslsisia| gigis| alal ale
=lm x = a x
CHAINAGE 5 als) |S) Jalei_) je |e
2° S88 Sf Fass seis! Sis) ==

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

LONGITUDINAL SECTION

12D BLUE WREN PLACE CL

( Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers

PO BOX 2305

NOOSA HEADS 4567

i 8/41 Sunshine Beach Road

=> Phone 54749081, Fax 54749041
www.callaghanandtoth.com.cu

 

designed | AH datum AHD DERIVED

 

drawn MM '

 

 

. PSM
checked [ADT | Origin (B.M.) RL *

 

 

approved

 

SURVEYED BY
MAX WATTERSION & ASSOCIATES
PHONE 54 426 121

($n
project

PROPOSED 31 LOT SUBDIVISION
55 LAKE MacDONALD DRIVE
COOROY

ld

_——
Client

VALKEV PTY LTD

ld

ee Or
title

STAGE 4

BLUE WREN PLACE EXTENSION
LONGITUDINAL SECTION

i

LOT 136 on MCH978

Parish of TEWANTIN

County of MARCH

SUNSHINE COAST COUNCIL
Locality of LAKE MacDONALD

 

0.1 23 = 25 5 10
Sa
0 10 20 30 40 50 Meters 100

1:200 VERT SCALE SHOWN IS ORIGINAL DRAWING SCALE

 

 

: DO NOT SCALE FROM THIS DRAWING
1:2000 HORIZ Use ONLY DIMENSIONS PROVIDED

REVISIONS

~|*

 

FILES

 

COMPUTER DIRECTORY

 

le

 

 

PRELIMINARY

 

Sheet 7 of 15 sheets

 

drawing number

1225-40

 

 

 

 

XQ date 10-3-14 yy

 

 

 

 

Page 8

 

 

 

 

Centreline R.L.102.704

"Oe o
NS ‘
ayes ‘ 250
Loin gO? ie Qo
RS ee iy | se 2s 29
Eg °

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' Datum 100

 

Centreline R.L.102.607

f=
9
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3S
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I Datum 100
Centreline R.L.102.474
120.000
2 ' o%.
5 KS “oR
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25 -3% -3% 2.5% 1, ays
Datum 100
Centreline R.L.102.341
]00.000
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Centreline R.L.102.152

 

 

 

 

 

80.000
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~3% ~3% 2.5%? AT in _ Oa

a 4
Sate TOT

 

 

 

Centreline R.L.101.991
64.782

( Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers

PO BOX 2305

NOOSA HEADS 4567

i 8/41 Sunshine Beach Road

=> Phone 54749081, Fax 54749041
www.callaghanandtoth.com.cu

 

designed | AH datum AHD DERIVED

 

drawn MM '

 

. PSM
checked [ADT | Origin (B.M.) RL *

 

 

 

approved

 

SURVEYED BY
MAX WATTERSION & ASSOCIATES
PHONE 54 426 121

($n
project

PROPOSED 31 LOT SUBDIVISION
55 LAKE MacDONALD DRIVE
COOROY

ld

_——
Client

VALKEV PTY LTD

ld

ee Or
title

STAGE 4

BLUE WREN PLACE EXTENSION
CROSS SECTIONS

i

LOT 136 on MCH978

Parish of TEWANTIN

County of MARCH

SUNSHINE COAST COUNCIL
Locality of LAKE MacDONALD

 

0.1 23 = 25 5 10
SS
Meters

“ ‘SCALE SHOWN IS ORIGINAL DRAWING SCALE.
1:200 (A3) DO NOT SCALE FROM THIS DRAWING

 

 

USE ONLY DIMENSIONS PROVIDED

REVISIONS

 

FILES

 

COMPUTER DIRECTORY

 

 

 

PRELIMINARY

 

Sheet 8 of 15 sheets

 

drawing number

1225-41

 

 

 

 

XQ date 10-3-14 yy

 

 

 

Page 9

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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Horiz Curve Data y/o AMASZ Ss
a) 2 ostic So uw
7 TSN a
Vertical Geometry Grade (%) 6.009% - 0.8579 GI152%
Vertical Curve Length (m) (4301 Ue0u1 L47.718 L33.655
Vertical Curve Radius (m) Roo x R695 Rb60
DATUM _R.L.92.000
VOLUMES ot
FILL
atl =|@]o r| wlal uw Ln mialrn|o com x ot
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LONGITUDINAL SECTION

=
nN
o

Road

3 CL

( Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers

PO BOX 2305

NOOSA HEADS 4567

i 8/41 Sunshine Beach Road

=> Phone 54749081, Fax 54749041
www.callaghanandtoth.com.cu

 

designed | AH datum AHD DERIVED

 

drawn MM '

 

. PSM
checked [ADT | Origin (B.M.) RL *

 

 

 

approved

 

SURVEYED BY
MAX WATTERSION & ASSOCIATES
PHONE 54 426 121

($n
project

PROPOSED 25 LOT SUBDIVISION
55 LAKE MacDONALD DRIVE
COOROY

ld

_——
Client

VALKEV PTY LTD

ld

ee Or
title

STAGE 4
ROAD 3 LONGITUDINAL SECTION

——_ rd
ee

LOT 136 on MCH978

Parish of TEWANTIN

County of MARCH

SUNSHINE COAST COUNCIL
Locality of LAKE MacDONALD

 

0.1 23 = 25 5 10
Sa
0 10 20 30 40 50 Meters 100

“ ‘SCALE SHOWN IS ORIGINAL DRAWING SCALE.
10 ER DO NOT SCALE FROM THIS DRAWING

 

 

USE ONLY DIMENSIONS PROVIDED

REVISIONS

 

FILES

 

COMPUTER DIRECTORY

 

 

 

PRELIMINARY

Sheet 9 of 15 sheets
drawing number

1225-42

 

 

 

 

 

 

XQ date 10-3-14 yy

 

 

 

Page 10

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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Centreline R.L.102.273

( Callaghan & Toth )

\ Civil, Environmental &
\\, Hydraulic Engineers

PO BOX 2305

NOOSA HEADS 4567

8/41 Sunshine Beach Road

Phone 54749081, Fax 54749041

www.callaghanandtoth.com.au

     

 

designed | AH datum AHD DERIVED

 

drawn MM

 

 

. PSM *
checked [ADT | Origin (BM) RL *

 

 

approved

 

SURVEYED_BY
MAX WATTERSION & ASSOCIATES

PHONE 54 426 121
a

(OO

project

PROPOSED 25 LOT SUBDIMISION
55 LAKE MacDONALD DRIVE
COOROY

Ne )
_————————

Client
VALKEV PTY LTD

—___

($s
title

ROAD 3 STAGE 4
CROSS SECTIONS

ES
SS

LOT 136 on MCH978

Parish of TEWANTIN

County of MARCH

SUNSHINE COAST COUNCIL
Locality of LAKE MacDONALD

 

o_2 4 +6 8 10 20
Meters
1:400 (A3) SCALE SHOWN IS ORIGINAL DRAWING SCALE

 

 

 

 

DO_NOT SCALE FROM THIS DRAWING

USE ONLY DIMENSIONS PROVIDED

REVISIONS

revision details

* | *

   

FILES

 

COMPUTER DIRECTORY

 

 

 

PRELIMINARY

Sheet 10 of 15 sheets

drawing number

1225-43
date 10-3-14 S/S

 

 

 

 

 

 

 

 

 

Page 11

 

 

   
   
 
   
   
 
  
  

 

 

7 7 —
LEGEND: 7 | i ‘| Callaghan & Toth
sw. PROPOSED STORMWATER PIPE \ | \ 1 8 Civil, Environmental &
| ! \ | Hydraulic Engineers
. | PO BOX 2305

 

NOOSA HEADS 4567

8/41 Sunshine Beach Road

Phone 54749081, Fox 54749041

www.callaghanandtoth.com.au
designed [ADT | datum AHD DERIVED

|i] [drawn BM 7 PSM *
checked | AH | Origin (B.M.) RL *

EXISTING INTERLOT " |
STORMWATER PITS CATER |
FOR ADJACENT LOTS

+ .=--—— PROPOSED INTERLOT DRAINAGE PIPE WITH
aad RAINGARDEN

PROPOSED INTERLOT DRAINAGE PIPE

WITH PITS

 

 

 

 

  

 

 

+

 

 

 

 

PROPOSED BIORETENTION BASIN
TO TYPICAL DETAIL FIGURE 4.2

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

   
  

 
 

 

 

 

PROPOSED BIORETENTION SWALE
TO SECTION ON PLAN 1225-44 =
e approved
mR PROPOSED GULLY PIT WITH 4 1 g SRIEED y : AES
3 TTERSION & ASSOC!
_ EXISTING/PROPOSED FLOW DIRECTION STAGE 5 RP1 75883 2 PHONE 54426 121
——--—— PROPOSED LAY BACK TYPE KERB M1/M4 TO @ INTERLOT STORMWATER PIT &
IPWEAQ STO DWG R-0080 i? TO CATER FOR ADJACENT S project
2, LOT 1. RP173883
PROPOSED FLUSH KERB ER2 TO IPWEAQ STD %, 1 v ot PROPOSED 57 LOT SUBDIVISION
DWG R-0080 > wee] | 55 LAKE MacDONALD DRIVE
ronoa FINAL Q100 AE? S41 | COOROY
sorroprorrery EXISTING TOP OF BANK 1 7 Ra PR)
. ‘ " —_—
Le > i Client
° EXISTING TREE k STAGE 2 2
4 x ; // || VALKEV PTY LID
SO ENISTING, TREE_LINE 32 | : -
> KS) FL101.15
o/h : S - _——————
(: " YS " title
\ = i ty c TER
SS BIORETENTION SWALE, f , é SIS ER one 4 STORMWA
kL 2 REFER TYPICAL CROSS ail Sy EXISTING \ J
| f &
SECTION ON PLAN 1225-44 i FFLIO1.25 Pty INTER-ALLOTMENT C—O
BIO_BASIN 2 \ L-] BIO SWALE 2 82m? FILTER ( — % RAIN. GARDENS STORMWATER
211m? FILTER SURFACE AREA. LENGTH 70m E / = OS <i |T0 Lors 26, 27
S iy, | & 28
LOT 136 on MCH978

 

 

 

 

 

 

 

   

 

  
 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

     

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
    

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

SURFACE AREA 2.8 EDs x, a : | 1 a ———
3 = oe 5
. Soy 2 A aT > S30 Frit01.25 * ey ©
ie E ws : x .
& [ Ss S =) . CAs Parish of TEWANTIN
. ‘z ‘ G LY or $e
fs | i es - County of MARCH
Z \ — 28 =! fovea ne SUNSHINE COAST COUNCIL
f \ & ; m ,
4 | é4- SURFACE AREA Locality of LAKE MacDONALD
+ — /FFL101.25
4 \ = D vy LE) FRLION 3B No)
| RS. BBD iS SS oy _————————
S Sy | _| SY 26 SCALE
EW OAD 9 757 5 051015 20 25 ‘ees 50
RS Ba yy
8B 1A + y scale SCALE SHOWN IS ORIGINAL DRAWING SCALE
. dE 1:1000(A3) 00_NOT SCALE FROM THIS DRAWING
+ 3 WP E oS RS B15 _— USE ONLY DIMENSIONS PROVIDED
4A fs y “7
2 / ie Hf 2 I> 20 Sy REVISIONS
LP 100 / y4 Al| iS! ISAS) FFL101.30
¢ os
PAR SAA Heh) | ‘S Qe)
ony x d “ Y
i. > 4A 4 19 al y
ct | 2 ify
ow | é | | f FFLI01.40 22 ae
fj ©
| i ELI Y : fi lu Ye @ AS
BIO-RETENTION SWALE, | 4 fi ; - Ss.
REFER TYPICAL CROSS {~ / f S Ss STAGE 3 FILES
SECTION ON PLAN 1225-44 [4 / 1 K A ExisTING
BIO SWALE 1 97m? FILTER] A 17 * ‘ 7 INTER-ALLOTMENT |. = \ COMPUTER DIRECTORY
SURFACE. AREA. LENGTH 80m) 3 7; STORMWATER 5 < LEGEND STAGED WORKS X:\JOBS\CT Projects in progress\1225 30 lots
1 4 FFL10} 50 = > 9 [ake MacDonald Drive \Design\Current_DWG—GASE
E y S AV) _
” 100 | ‘w ‘ oo Nl STAGE 1 WORKS AREA — OPW13/0417 PAGE 1 1
- &S STAGE 1 [lias
& SP218/39 1 . oF STAGE 2 WORKS AREA — OPW13/0616
© IRESERV sP\ | e —= ope -
: OPEN} ~ y cs o Ce Sheet 13of 15 sheets
° EXISTING “18759 eS & STAGE 3 WORKS AREA drawing number
SPAC INTER—ALLOTMENT —~ . oe ROADSIDE BIO BASINS 1225-45
STORMWATER | : RS BBIA = 10m* *
4 3 ii RS BBIB = 15m? STAGE 4 & 5 WORKS AREA
4 \ RS BB2 = 10m? XK date _10-3-14 yy,

 

 

 

 

Page 12

 

 

 

( Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers

PO BOX 2305
NOOSA HEADS 4567
i 8/41 Sunshine Beach Road
=] Phone 54749081, Fax 54749041
www.callaghanandtoth.com.au

designed [AH datum AHD DERIVED
drawn MM. PSM
checked [ADT | Origin (B.M.) RL *

 

 

'

 

 

 

 

approved
SURVEYED BY

MAX WATTERSION & ASSOCIATES
PHONE 54 426 121

 

($n
project

PROPOSED 31 LOT SUBDIVISION
55 LAKE MacDONALD DRIVE
COOROY

  

/ IP CH. 3.725 RL.108.251
RL.104.233
IP CH. 62.787 RL.103.414

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

=< = @
8 5
S es i
g z z z Client
S 38 88
: 3  @
NK F2 38385 83 VALKEV PTY LTD
Ny 52s =
\ err Fz
Bou GS ——
2G fo (— )
hk title
e r pte STAGE 5 MASONRY STREET
& rh
t| # LONGITUDINAL SECTION
x B
+ e & \ }
o 6 C
r x _—_—_—_—————————————————————.
E t
LOT 136 on MCH978
3 Parish of TEWANTIN
d
Horiz Curve Data R-100m x8 County of MARCH
¥ 819° sosie ¥, as SUNSHINE COAST COUNCIL
Vertical Geometry Grade (%) B22 wie “* 4 pe 4 "
uc menry ° Locality of LAKE MacDONALD
Vertical Curve Length (m) 20. L20.
Vertical Curve Radius (m) R4$3.314 RE39.0 ——
$n
DATUM R.L.90.000 SCALE
CUT
VOLUMES o41 2 3 25 5 10
a“ 0 10 20 30 40 50 eles 100
4:200 VERT SCALE SHOWN IS ORIGINAL DRAWING SCALE
Blq/2| sis FlSlmlsleyal © D0 NOT SCALE FROM THIS DRAWING
nls} xwola@ LATO) ola] 1:2000 HORIZ
NATURAL SURFACE 3 mye NT WIM loalalr| + USE ONLY DIMENSIONS PROVIDED
2jsis) SIS) SiSisisisis|
REVISIONS
on
CUT / FILL DEPTH Blx[s] B/S] B/Safsiejs]
s=a/E] SIS TSN S/S] o
sisls|_ slol_ slolalolala| F
DESIGN LEVELS ON Js 2 SSRs] Se] gysjxis in
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12 o <l@o
CHAINAGE ale) | 3/8|_/8/8|_| .
o g Sins] Sis] sisisiFleis} = FILES

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

COMPUTER DIRECTORY

 

LONGITUDINAL SECTION MASONRY ST CL ;

 

 

PRELIMINARY

Sheet 14 of 15 sheets
drawing number

1225-46
XQ date 10-3-14 yy

 

 

 

 

 

 

 

 

 

 

Page 13

 

 

 

 

( Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers

PO BOX 2305
NOOSA HEADS 4567

i 8/41 Sunshine Beach Road

=| Phone 54749081, Fox 54749041
‘ J www.callaghanandtoth.com.au

I
Ae designed JAN] datum AND DERNED
25 drawn MM PSM
2.5% 2 checked | ADT _| Origin (BM.) RL *

2 - - Loe
2 ook?
rap’ approved

SURVEYED BY
' Datum 99 MAX WATTERSION & ASSOCIATES
Centreline R.L.101.811 PHONE 54 426 121

($n
project

‘2 f0 | , PROPOSED 31 LOT SUBDIVISION
et °& oe 55 LAKE MacDONALD DRIVE

OY, 25% ?v see COOROY

 ,

Datum 100 _——————
Centreline R.L.101.73 Client

VALKEV PTY LTD

 

 

'

 

et
2
7
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!
101.549
ou
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136.158

 
 

L 101.649

 

I
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120.000

9 Z
re-----.----e7"
We title
oe STAGE 5 MASONRY STREET
botum 101 CROSS SECTIONS

Centreline R.L.101.924 \ J
100.000 easy

1 LOT 136 on MCH978

% 37 Parish of TEWANTIN

Be, gat County of MARCH

Ling SUNSHINE COAST COUNCIL
Locality of LAKE MacDONALD

 

a N7-3%

 

  
 

I
a

 

 

 

|

Datum 101

Centreline R.L.102.717
80.000 —_—__

 

Ot 2 3 25 =5 10
SS

Meters
Oe cs

“ ‘SCALE SHOWN IS ORIGINAL DRAWING SCALE.
1:200 (A3) DO NOT SCALE FROM THIS DRAWING

oye USE ONLY DIMENSIONS PROVIDED

 

 

7,
&
2 oy
<2
I
Ou
x
L 103.614

REVISIONS

Datum 101
Centreline R.L.103.696

 

60.000

 

FILES

 

Gs, se COMPUTER DIRECTORY

 

 

104.843
&
oS

1
ew
Ie

 

 

 

 

' a
| etn 18 PRELIMINARY

Centreline R.L.104.925

 

44.336

Sheet 15 of 15 sheets
drawing number

1225-47
XQ date 10-3-14 yy

 

 

 

 

 

 

 

 

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