Original source · versioned page text
1225_For Approval_A
Attached to the e-mail OPW14/0353 Application for Operational Works - 1 Wilgee Ct Cooroy (Stages 5 & 6 of former 55 Lake Macdonald Dr).
Civil, Environmental &
Hydraulic Engineers
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SEDIMENT AND EROSION CONTROL
Sedimentation Controls shall comply with
the requirements of,
"MANUAL FOR EROSION AND SEDIMENT
CONTROL, MAROOCHY SHIRE COUNCIL"
(MESC, 2007) which can be accessed on the
Councils external internet site.
energex Works Standards refer to,
"Contract Standards for Erosion and
Sediment Control on Construction Sites."
See the original
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Full text of the other 35 pages
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[OCR of page images]
PROPOSED MASONRY STREET CUL-DE-SAC SETOUT TABLE
POINT # | EASTING NORTHING LEVEL DESCRIPTION
"1 491497.026 | 7079217.091 | 101.911 CULDESAC CENTRE CH136.19
16 491487.312 | 7079235.811 | 101.739 TP CH115.275
17 491489.090 | 7079227.442 | 101.670 MID R30.725 CH123.748
18 491488.492 | 7079218.907 | 101.569 CTP CH131.564
19 491488.827 | 7079214.106 | 101.555 | PERP TO CUL CENTRE CH136.190
20 491491.413 | 7079210.409 | 101.618 SEG CH140.553
21 491495.513 | 7079208.497 | 101.682 TP CH143.749
22 491500.010 | 7079208.891 | 101.745 MID R8.725 CH144.916
23 491503.710 | 7079211.482 | 101.905 CTP
24 491505.619 | 7079215.578 | 102.084 SEG CH140.553
25 491505.225 | 7079220.075 | 102.264 | PERP TO CUL CENTRE CH136.190
26 491502.396 | 7079223.967 | 102.149 CTP CH131.564
27 491496.451 | 7079230.121 | 101.947 MID R30.725 CH123.748
28 491492.433 | 7079237.675 | 101.739 TP CH115.275
RADIUS 30.275 (LIP) ARC LENGTH = 17.168
RADIUS 8.725 (LIP) ARC LENGTH = 37.164
RADIUS 30.275 (LIP) ARC LENGTH = 17.168
\
LEGEND: PROPOSED SERVICES
NEW KERB & CHANNEL LAY BACK
TYPE INVERT (M1) TO IPWEAQ
STANDARD DRAWING R—0080
& ®@ NEW LIP LEVEL
SETOUT POINT
RL. POINT L 117mm
vt
23mm
SETOUT DETAILS — M1 MOUNTABLE
TYPE KERB & CHANNEL IPWEAQ SEQ R-0080
(— Aachan & Tul
Callaghan & Toth
Civil, Environmental &
Hydraulic Engineers
PO BOX 2305
NOOSA HEADS 4567
i! 8/41 Sunshine Beach Road
=I Phone 54749081
www.callaghanandtoth.com.au
designed [ADT | datum AHD DERIVED
drawn | WM PSM 178243
checked [AH | Origin (BM) RL 108.138
approved
SURVEYED BY
MAX WATTERSON & ASSOCIATES
PHONE (07) 54 426 121
—————
project
PROPOSED 9 LOT SUBDMSION
AT 55 LAKE MACDONALD DRIVE
COOROY — ERINDALE PARK
___
a
Client
VALKEV PTY LTD
EE)
a
title
MASONRY STREET CUL-DE-SAC
DETAIL PLAN
_—_———————————————————————
LOT 136 on MCH978
Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of COOROY
—V— Y
_—_———————————————————————
SCALE
0.14.25 2.5 3.75 5 6.25 Meters 12.5
SSS
scale
: SCALE SHOWN IS ORIGINAL DRAWING SCALE
1:250(A3) 0°Nor SCALE FROM TH DRAWING
\ USE _ONLY DIMENSIONS PROVIDED. 4
REVISIONS
A | ISSUED FOR APPROVAL
FILES
COMPUTER DIRECTORY
X:\JOBS\CT PRJ N PRG\1225 30 LOTS LAKE MAC
DRV\DES\STG5\DES\CURRENT DWG:1225 BASE PLAN
FOR APPROVAL
Sheet 5 of 36 sheets
drawing number
1225-64
\ date 9th SEPTEMBER 2014 ]
Page 6
Civil, Environmental &
Hydraulic Engineers
[OCR of page images]
LEGEND: PROPOSED SERVICES (—
—JEXISTING WATERMAIN LOCATION (APPROX) DEPTH TO BE Callaghan & Toth
CONFIRMED BEFORE EXCAVATION. NEW KERB & CHANNEL LHS (LIP)
TO BE LOWERED BY CONTRACTOR TO ACHIEVE 1m COVER ivi i
m NEW KERB & CHANNEL RHS (LIP) Civil, Environmental &
NEW. CENTRELINE Hydraulic Engineers
PO BOX 2305
NOOSA HEADS 4567
i 8/41 Sunshine Beach Road
= Phone 54749081
NEW WORKS CH3.762 — CH136.190
NEW 30mm AC SURFACING WITH GRAVEL PAVEMENT. wrw.callaghanandtoth.com.ou
BASE COARSE GRAVEL 100mm THICK (SUBJECT 10 TESTING)
de d | AH datum AHD DERIVED
EXISTING TELSTRA LOCATION (APPROX) DEPTH SUB-BASE COARSE GRAVEL 200mm THICK (SUBJECT TO TESTING) fo ha
TO BE COMFIRMED BEFORE EXCAVATION. PSM 178243
TO LOWERED BY TELSTRA CONTRACTOR TO checked [ADT | Origin (B.M.)_RL_ 108.138
ACHIEVE MINIMUM COVER
approved
SURVEYED BY
MAX WATTERSON & ASSOCIATES
PHONE (07) 54 426 121
EXISTING SEWER
1L103.361 ( \
PROPOSED CENTRELINE CH42.036 project
PROPOSED 9 LOT SUBDMSION
AT 55 LAKE MACDONALD DRIVE
COOROY — ERINDALE PARK
ld
_——
Client
VALKEV PTY LTD
CH3.762 START OF WORKS
SAW CUT & JOIN TO DETAIL
CONNECTION DETAIL ON 1225-61
EXISTING ROAD CL
I
[
NATURAL SURFACE
77 EXISTING INTERLOT DRAINAGE
1L104.446
PROPOSED CENTRELINE CH43.439
~N DRAIN TO BE LOWERED AS PER
NY PLAN 1225-74
PROPOSED MASONRY STREET CL
ld
EXISTING ELECTRICAL CONDUIT
LOCATION (APPROX) TO BE
LOWERED BY ELECTRICAL
CONTRACTOR
ee Or
title
MASONRY STREET LONGITUDINAL
SECTION CHO.00 — CH136.190
——_ rd
ee
LOT 136 on MCH978
—~-+-- 2 ON Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of COOROY
NEW CUL—DE-—SAC CENTRE CH136.190
$$
—————
SCALE
O05 10 _ 15 20 25 50
Eee
0 25 5 7.5 10 12.5 Meters 25)
4:100 VERT SCALE SHOWN IS ORIGINAL DRAWING SCALE
1:500 HORIZ 00 NOT SCALE FROM THIS DRAWING
USE ONLY DIMENSIONS PROVIDED
REVISIONS
A | ISSUED FOR APPROVAL
VOLUME CUT (m?)
VOLUME FILL (m?)
FILES
KERB LIP LEVELS COMPUTER DIRECTORY
LHS RAWOBS\CT PRIN PRC\1225 30 LOTS LAKE WAC
KERB LIP LEVELS DRV\DES\STG5\DES\CURRENT DWG:1225 BASE PLAl
RHS_
NATURAL SURFACE FOR APPROVAL
CUT / FILL DEPTH Sheet 6 of 36 sheets
DESIGN LEVELS ON drawing number
ROAD_CENTRELINE 1225-65
CHAINAGE
XK date 9th SEPTEMBER 2014 J
Page 7
Civil, Environmental &
Hydraulic Engineers
Datum: 100.000
40.000
Datum: 105.000
30.000
Datum: 105.000
20.000
Datum: 105.000
10.000
Page 8
Civil, Environmental &
Hydraulic Engineers
Datum: 100.000
70.000
Datum: 100.000
60.000
50.000
Datum: 100.000
44.368
Page 9
Civil, Environmental &
Hydraulic Engineers
70.000
60.000
50.000
Datum: 100.000
44.368
[OCR of page images]
15,00 | 4 Callaghan & Toth )
2.50 -+-——— 6.00 ———=}+-2.50 .
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3G Hydraulic Engineers
+ Sis o PO BOX 2305
m s us s om NOOSA HEADS 4567
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www.callaghanandtoth.com.cu
designed [AH | datum AHD DERIVED
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~-------._______ | checked [ADT | Origin (B.M.) RL 108,138
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102.125
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© CENTRELINE R.L. 103.274
CH70.000 approved
SURVEYED BY
MAX WATTERSON & ASSOCIATES
PHONE (07) 54 426 121
a.
3 1.30 1.00 project
3 a PROPOSED 9 LOT SUBDIVISION
= AT 55 LAKE MACDONALD DRIVE
5 COOROY — ERINDALE PARK
5, 3
3 ———— J
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2 z VALKEV PTY LTD
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65 —_—_———_——_eeeeeeee—v—=
& title
DATUM RL:100.000 MASONRY STREET & ALLOTMENT
CENTRELINE R.L. 103.671 CROSS SECTIONS CH44.388 —
CH60.000
CH70.00 (RIGHT HAND SIDE)
ee
LOT 136 on MCH978
Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of COOROY
O14 23 25 5 10
ees
Meters:
“3 ) ‘SCALE SHOWN IS ORIGINAL DRAWING SCALE.
1:200 (A3) DO NOT SCALE FROM THIS DRAWING
USE ONLY DIMENSIONS PROVIDED
DATUM RL:100.000
CENTRELINE R.L. 104.344
CH50.000 REVISIONS.
A | ISSUED FOR APPROVAL
k 15,00 |
I 1
|
oad 2.50 > 6.00 > 2.50-+| FILES
COMPUTER DIRECTORY
X:\JOBS\CT PRJ N PRG\1225 30 LOTS LAKE MAC
DRV\DES\STG5\DES\CURRENT DWG:1225 BASE PLAl
FOR APPROVAL
Sheet 9 of 36 sheets
INSTALL SUBSURFACE Grawing number
DRAINAGE TO IPWEAQ R-0140
1225- 68
DATUM RL:100.000
CENTRELINE R.L. 105.919
25%~~--F_ sy
REFER TO PLAN 1225-67 FOR LEFT HAND SIDE OF CROSS SECTION
TP CH44.368 XQ date 9th SEPTEMBER 2014 J
Page 10
Civil, Environmental &
Hydraulic Engineers
Datum: 100.000
100.000
Datum: 100.000
94.721
Datum: 100.000
90.000
Datum: 100.000
80.000
Page 11
Civil, Environmental &
Hydraulic Engineers
100.000
94.721
90.000
80.000
[OCR of page images]
f 15,00
8 fe 2.50 =-}-—— 6.00 ——+|=-2.50-+|
a
( Callaghan & Toth )
Civil, Environmental &
Hydraulic Engineers
PO BOX 2305
NOOSA HEADS 4567
i 8/41 Sunshine Beach Road
=> Phone 54749081
www.callaghanandtoth.com.cu
designed [AH datum AHD DERIVED
drawn__| MM PSM. 178243
checked | ADT | Origin (B.M.) RL 108.138
approved
SURVEYED BY
MAX WATTERSON & ASSOCIATES
PHONE (07) 54 426 121
($n
project
PROPOSED 9 LOT SUBDIVISION
AT 55 LAKE MACDONALD DRIVE
COOROY — ERINDALE PARK
ld
_——
Client
VALKEV PTY LTD
ld
ee Or
title
MASONRY STREET & ALLOTMENT
CROSS SECTIONS CH80.000 —
CH100.000 (RIGHT HAND SIDE)
i
LOT 136 on MCH978
Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of COOROY
O14 2 3 25 5 10
—_—E—EE—_—_~_=_L_—_L_L_ __=__=EERE=E
Meters
1:200 (A3) SCALE SHOWN IS ORIGINAL DRAWING SCALE
DO NOT SCALE FROM THIS DRAWING
CENTRELINE R.L. 102.895
DRAINAGE TO IPWEAQ R-0140
S 3 °
Po m & g a g, wo
Wortteen--- 8 2 8 3 8 z a z 8
— a= j5-2.-__8 S S 3
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DATUM RL:100.000
CENTRELINE R.L. 102.195 CH100.000
# = g &B $ & ¢g °
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DATUM RL:100.000 ee
CENTRELINE R.L. 102.538 CH90.000
| 15.00 |
1.06 1.30 1.00 1.00 1.30
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DATUM RL:100.000
USE ONLY DIMENSIONS PROVIDED
REVISIONS
A | ISSUED FOR APPROVAL
FILES
COMPUTER DIRECTORY
X:\JOBS\CT PRJ N PRG\1225 30 LOTS LAKE MAC
DRV\DES\STG5\DES\CURRENT DWG:1225 BASE PLAl
FOR APPROVAL
Sheet 11 of 36 sheets
INSTALL SUBSURFACE ->——
CH80.000
drawing number
1225-70
XK date 9th SEPTEMBER 2014 J
Page 12
Civil, Environmental &
Hydraulic Engineers
136.190
130.000
Datum: 100.000
120.000
Datum: 100.000
110.000
Page 13
Civil, Environmental &
Hydraulic Engineers
136.190
130.000
120.000
110.000
[OCR of page images]
} 25.95 |
_ I I
0.15. }=-2.50 4 18.00 2.50-+| 8
+ a
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_= S 8 = s a
Sanaa a we tue = a 5
S 2
DATUM RL:100.000
CENTRELINE R.L. 101.911
CH136.190 CULDESAC CENTRE
Boy
REFER TO PLAN 1225-71 FOR LEFT HAND SIDE OF CROSS SECTION
5 e 8 a 3
2 9 s 2 m
a 3 s 8 g es § @ 8 ®
~ = = $s s g
253 = 2
———= (SSS —
U
DATUM RL:100.000
CENTRELINE R.L. 101.894 CH130.000
\ 15.00 |
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5
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—— a 6.7%> Ss a +
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CENTRELINE RL. 101.866
B CH120.000
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101.662
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DATUM RL:100.000
( Callaghan & Toth )
Civil, Environmental &
Hydraulic Engineers
PO BOX 2305
NOOSA HEADS 4567
i 8/41 Sunshine Beach Road
=> Phone 54749081
www.callaghanandtoth.com.cu
designed [AH datum AHD DERIVED
drawn__| MM PSM. 178243
checked | ADT | Origin (B.M.) RL 108.138
approved
SURVEYED BY
MAX WATTERSON & ASSOCIATES
PHONE (07) 54 426 121
($n
project
PROPOSED 9 LOT SUBDIVISION
AT 55 LAKE MACDONALD DRIVE
COOROY — ERINDALE PARK
ld
_——
Client
VALKEV PTY LTD
ld
ee Or
title
MASONRY STREET & ALLOTMENT
CROSS SECTIONS CH110.000 —
CH136.190 (RIGHT HAND SIDE)
i
LOT 136 on MCH978
Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of COOROY
O14 23 25 5 10
ees
Meters:
“3 ) ‘SCALE SHOWN IS ORIGINAL DRAWING SCALE.
1:200 (A3) DO NOT SCALE FROM THIS DRAWING
USE ONLY DIMENSIONS PROVIDED
REVISIONS
A | ISSUED FOR APPROVAL
FILES
COMPUTER DIRECTORY
X:\JOBS\CT PRJ N PRG\1225 30 LOTS LAKE MAC
DRV\DES\STG5\DES\CURRENT DWG:1225 BASE PLAl
FOR APPROVAL
Sheet 13 of 36 sheets
CENTRELINE R.L. 101.878 _|
INSTALL SUBSURFACE CH110.000
DRAINAGE TO IPWEAQ R-0140
drawing number
1225-72
XK date 9th SEPTEMBER 2014 J
Page 14
Civil, Environmental &
Hydraulic Engineers
0
10
Q
00
Q1
Q100
00
Q1
Q100
00
Q1
Q100
Q100
0
Q10 Q100
00
Q1
Q1
00
[OCR of page images]
LEGEND: PROPOSED SERVICES
ee CATCHMENT AREA
CATCHMENT
ID AREA
0.612
0.143
0.007
0.087
mlolo|al>
0.171
= 7 =>
—~L _|] or
LOT 29 |
| /
Callaghan & Toth )
Civil, Environmental &
Hydraulic Engineers
PO BOX 2305
NOOSA HEADS 4567
i! 8/41 Sunshine Beach Road
= Phone 54749081
www.callaghonandtoth.com.au
designed | AH datum AHD DERIVED
drawn MM PSM 178243
checked | ADT | Origin (B.M.) RL 108.138
approved
SURVEYED BY
MAX WATTERSON é& ASSOCIATES
PHONE (07) 54 426 121
_———
project
PROPOSED 9 LOT SUBDIVISION
AT 55 LAKE MACDONALD DRIVE
COOROY — ERINDALE PARK
ld
($$ <~r
Client
VALKEV PTY LTD
TS)
—————————————————
title
CATCHMENT PLAN
DS
_————
LOT 136 on MCH978
Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of COOROY
En
_————
SCALE
0.5 10.15 20 25 Meters 50
ee
scale SCALE SHOWN IS ORIGINAL DRAWING SCALE
( DO _NOT SCALE FROM THIS DRAWING
1:1000(A3) USE ONLY DIMENSIONS PROVIDED
REVISIONS
revision
A |_ ISSUED FOR APPROVAL
FILES
COMPUTER DIRECTORY
X:\JOBS\CT PRJ N PRG\1225 30 LOTS LAKE MAC
DRV\DES\STG5\DES\CURRENT DWG:1225 BASE PLAI
FOR APPROVAL
Sheet 14 of 36 sheets
drawing number
1225-73
XK date 9th SEPTEMBER 2014 yy,
Page 15
Civil, Environmental &
Hydraulic Engineers
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Hydraulic Engineers
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Page 17
Civil, Environmental &
Hydraulic Engineers
[OCR of page images]
LEGEND
@ APPROXIMATE MAKE 30mm BELOW FL
( Callaghan & Toth )
Civil, Environmental &
Hydraulic Engineers
PO BOX 2305
NOOSA HEADS 4567
i 8/41 Sunshine Beach Road
=> Phone 54749081
www.callaghanandtoth.com.cu
designed [AH datum AHD DERIVED
drawn _| MM PSM. 178243
checked | ADT | Origin (B.M.) RL 108.138
approved
SURVEYED BY
MAX WATTERSON & ASSOCIATES
PHONE (07) 54 426 121
($n
project
PROPOSED 9 LOT SUBDIVISION
AT 55 LAKE MACDONALD DRIVE
COOROY — ERINDALE PARK
ld
_——
Client
VALKEV PTY LTD
ld
ee Or
title
STORMWATER DRAINAGE
LONGITUDINAL SECTION
——_ rd
ee
LOT 136 on MCH978
Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of COOROY
Nn
—————
SCALE
O14 23 25 5 10
SSeS
0 10 20 30 40 50 Meters 100
1:200 VERT SCALE SHOWN IS ORIGNAL DRAWING SCALE
% M WIN
1:2000 HORIZ USE ONLY DIMENSIONS PROVIDED
REVISIONS
A | ISSUED FOR APPROVAL
FILES
COMPUTER DIRECTORY
X:\JOBS\CT PRJ N PRG\1225 30 LOTS LAKE MAC
DRV\DES\STG5\DES\CURRENT DWG:1225 BASE PLAl
FOR APPROVAL
STRUCTURE Ss
NAME No = = < <x < 3S < <
= = =| sa] oa = {8 a 3
STRUCTURE & & ge} | 3 33 3
DESCRIPTION é é é| 8] Siz 3/2 2|z
PROPOSED HGL
FINISH SURFAC PROPOSED _HGL
[FINISH SURFACE
PIPE SiZEmm (Class) 225(U) 300(2)_}_ 300/2) x 300 CBC 300 (RCBO) x 300 (RCBO
PIPE GRADE % 5.51%, 0.91% | 2.56% 050% 0.50% 055%
PIPE SLOPE Tin X 18.15 709.957] 39.04 700.00 200.51 8141
FULL PIPE FLOW VELOCITY (m/s) 107 103 103 136 122 151
PART FULL FLOW VELOCITY (m/s) 2h
DATUM RL 85.0
WATER LEVEL B 8 5 s 8 3 8 S
IN STRUCTURE 8 = S = = S S s
HYDRAULIC als alg 8/8 s/8 3|z ge 3/3 S
GRADE LEVEL s|8 S| S/e S/5 Se s/s S|s =
PIPE FLOW 0.049 0073 | 0.073 0.246 0215 0341
(Cumecs)
PIPE CAPACITY
AT GRADE (Cumecs} 0.150 a0 | 0155 oa 0276 0.216
DEPTH TO INVERT B 8 B 8/8 Bis 2/2 g|2 3
INVERT LEVEL zg s Z sls SIS BIB S|5 8
OF DRAIN = 8 = s|5 32 s|2 s|2 2
DESIGN SURFACE 3 2 2| 8 & & g g
LEVEL = 3 3 2 S a 2 =
ROAD CHAINAGE
(Offset)
RUNNING CHAINAGE 8] woe S| suse B] ns Z] so S| ase Bl os
X:AJOBSACT Projects in progress\1225 30 lots lake MacDonald Drive\Design\stage S\PC Drain REVI\PCDlong8.DXF Scale: Horiz Tin 1000 Vert Tin 190
LINE Z A
Sheet 17 of 36 sheets
drawing number
1225-76
XK date 9th SEPTEMBER 2014 J
Page 18
Civil, Environmental &
Hydraulic Engineers
[OCR of page images]
Hydraulic Engineers
PO BOX 2305
NOOSA HEADS 4567
8/41 Sunshine Beach Road
=] Phone 54749081
www.callaghanandtoth.com.au
designed [AH | datum AMD DERIWED
drawn MM 7 PSM 178243
checked [ADT | Origin (B.M.) RL 108.138
Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of COOROY
project
PROPOSED 9 LOT SUBDMSION | [ite
AT 55 LAKE MACDONALD DRIVE | | STORMWATER DRAINAGE
COOROY — ERINDALE PARK CALCULATIONS
: SCALE SHOWN IS ORIGINAL DRAWING SCALE
ea DO NOT SCALE FROM THIS DRAWING
USE ONLY DIMENSIONS PROVIDED
OF
FILES
COMPUTER DIRECTORY
X:\JOBS\CT PRU N PRG\1225 30 LOTS LAKE MAC
DRV\DES\STG5\DES\CURRENT DWG:1225 BASE PLAI
Sheet
18
of
36
sheets
drawing number
1225-77
\ date 9th SEPTEMBER 2014 ]
LOCATION TIME SUB-CATCHMENT RUNOFF INLET DESIGN DRAIN DESIGN HEADLOSSES PAR{ FULL DESIGN LEVELS
tc [| | [oo [ c [ A [tea [ta] a Qg | ab te +A | at | On] Os | O ] i | s vf. 2/2g | ku | hu | KY m | kw | tw | Sf | hf Vp
5 > = > zB /% a5
eo = e =| =< e Slz [a a2 s 5 S
2 Ele B se |e 5 . B z 1s iu =| = S s wy a 4 a S
3 = Zo Siz s z2/2/<2(|s z oS) s é s ely 8 x gz eS], = a 2ile |]3 18 /2 a x a lz S £ 3
= ge ley ele = = Bw S Zz = 3 =zlz S15 e 5 a 1g Ssl&= s| 2/2 |s2 g = al]
=| 2 == S|22/ 2 ltS/Z.) =] 2] =< /eulsSle Jes] » | 2] 2] 2/2] = ]z2 |e] Swf o/Sels fw @ 2 s #ISelE ISelb S| 2/5 |s2 = |= = Selo
= a S ss ws YY lSsl = }/S$5/Se] 5 Z 6 |Sw/e22/a Sal a ° z & S| = 5 1S.|] 5 = 2 S |sZ/(Sesla_lées @ Ze S leZ|"4le5lZu BS) z le — > ays = 4 ome
= = 3 a= Bl sie SIZS/SSs / EE] 8) 2 JESISel/Ecl2e| = Elaluele sa|/ve]2 lez], a)]s] 8] 2 /sslezezlse2 S Ss & = (BS/28/2slea] & S |Sa z|2ls zlg a als
z & Sez Sl a l/Ss! = /2e/E2/ 5S] =] 6 |Ssel2e/Esfeyrl] = 2/2/45 |35| = aleleSjel/cl]/=/S Bl=S]/s2[Se Ge. Ss SIPSISS Seles] fF] SJEVlES) =] SJ] = & = ZEISS
Ss 8 z t= alec S/=S/S53/ 7) 2] 5 [Pele 2lezisel 5 s/2/ 28] S/2/s ise ses ;/s/ea Delzee/SS|se 3 *= 2 8 Jteleal=hl=alus|] 2 |SelSal 2] Ss] }2_] wu ESS
a 2 = ae S/S joe] 2)c8]Fe2e] 4/5] = laslec/2zi(s2| & S)/a}e2lee] 2/2] 8 I8t Si) ee] 2] es |eeleeleelee Ze Gg S jolosleSleSlat] 2 leSle sla 1S] s leg] o]/e] & leele
2 = =z Ss 2/23 |Sz2| = l/Sal[ou] S| 3] 5 |SZz/Se/SelZ2s| S S/S |SF lez} 2/5] = lee) 2/2] 58) & [FzElSe=slF= —& S&S z ZILS/LSBladf/aSl[Vs| FE leS/25/ FS} a] a les/ ec] e a
8 B & as S]a jae] & |esl[ss] a] S|] 2 |ads/ez/2a/F2| 2 ela] an|S| 2/2] Se ]eS] =] & |] 2] & lesl[eslez|o6 & 2 & S |SS|ISH#/SSlS2]sS] 5 javles| S| FS] S |Sz/S |] S|] = lazZ]o
yrs. % | min [mm/h ha ha ha_ [Vs [Us % |Us Vs_| Vs min_|mm/h | ha _|W/s [l/s [l/s | V/s n %_|_mm _|[n/s | min n n m n n m_| m/s n n n n n n
5 Wi 7 E no | mo om [om [om [om [as | as | ann as a no | mo | om | we 1 [ee | oo | zs) 107 [ous y 0.849 Go 0,049 Do 225 wass | 502 | 0307 sua | oat | oss [ase | ons | 300 | swszn, | woaz0 | w3szr wasat | 104300 | vz
100 toVA 12.00 ns 0.94 om 0.161 0.161 102 12.00 ns 0161 [Pipe |flow= Grate flow) (B44) CHRT 32: Vo2/2gDo 0.24 H/Do Wab1 | 101,704
FLDW WIDTHADEPTH Dpr Kg side flow 5.42 end flow 4.50
5 VA vA D an | am [oo [once [vos [as | a | om uss | 3 | ais | os | ait | 3 7 | sass | ost | a00tal 103 | 00s Qy 0826 Oo 0073 De 300 vase | oor | oon wor [0033 [056 | o03t wizso | soremt | 101704 iT | tzu [vA
100 to2/A 800 nm 0.94, 0.087 0.082 0.082 61 1245, ns 0.243 ipe flow=|Sum upstrjatten floss) (130) Flow /Z made eqv grate flow CHART 34 Angle 1 101300 | 101,640
FLDW WIDTHADEPTH Dpr CHRT 32: Vo2/2gDo 0.18 H/Do $/Do 25)
Kg side flow 4.14 end flow 3.46 Du/Do 0,f5 Qg/O0 433k 052
Kvals above for stepped pipes as grate flow $/06 2.4 cor 0.49 M4 0.81 Kw Oot
grate flow decreased by 0.048 from 1/Z K vals stpp pipes aq pipe flow Ku 0.61 Kw p61
5 UA vA ED 30 1254 BI 0.191 52 B B36 256 3002) 103 023 Qo 0.073 Do 300 0.054 187 0101 an 0117 056 0079 101300 | 101539 | 101640 1656 | 102.085 J 2/4
100 t03/A rash | 705 | 0.23 pe flow=}Sum upstr|atten flows) (219) CHART 50 Du/Dot.00 alpha 99 100.943 | 101460
K’w 0.31 Vu 103 WSE 0.12
Ku 187 Kw 2.17
5 wa 3/8 EDA Te ais [ von | oase | vase | 193s | 13 | amv | zee | asm | 3 | 0 un | we | vaso | so | az | 26s | ae | soon | oso | coo) 136 | on Qy O74 Go 8.246 Do 400 vase [tm | an67 an | oer [oss | vss noses | sni293 | ro1k60 wigs | s01750 [37a
‘0 tou/A wo | 27 ass | nom | ose | ose | 359 nn | mm | osm pe flow=|Sun upstate flos) x 300 RCRCI (AT) Angle 15 Chart 43 S/De 25 chart Interp vd for S/DoP.75 Kw 16 03s | s01255
FLOW WIDTH/QEPTH 2.764m Du/Do 0.75 KO 1.44 KOS 1.67 CHART
Qu/Qo 0.29 Cg 122 K 1.72 ‘S/Do 3.04K0 0.80 KOB 151K 1.6)
$/De 3.0 KO 137 KOS 156K 190 $/0e0 250 08% Kop 169 K 1
$/00 25 KO 144 KO5 167K 172 Interp v9 for $/De 75 Ku 17
5 Ah WA E:D.AC 6.00 183, 08h 0.069 0.058. 0.058 vn vb 050 105, 1 ra) a oA 1284 Be 0.708 553, 409 286 161 21858 050 150 19 032 Qg 0.022 Co 0.267 Do 429 0.072 136 0.098 149 0108 O47 0.107 100.875 | 101157 | 101.255 01265 | 101750 | 4/A
100 to 5/A 6.00 299 100 0.069 0.069 0.069 ST 12.84 wa 0893. ipe flow=}Sum upstrjatten flows) x 300 (RCRC) (1.23) Angle 74 Chart 43 $/Do 2.5 chart Interp val for S/Do B30 Kw 1.45 00.761 | 10.050
FLOW WIDTH /TEPTH 1.4840 Du/Do 033 KO 133 K05 186 HART
Qu/Qo 0,92 Cg 0.21K 1.44 S/Do 25]K0 1.18 KOS 1.80 K 131
‘S/Do 2.5 KO 133 K0.5 186 K 1.44 S/Do 2.00 1.27 KOB 2.03 K 1.
$/Do 20 KO 140 KB5 213 K155 Interp v9 for $/De P30 Ku 13
3 S/A A EDACB 800 165 075 O13 0.107 0.107 Ag 49 0.00 280 208.1 uy 0 13.16 134 0.815, 659 430 356 333 38.165, O50 150 1s O43 Qg 0,070 Oo 0.333 Do 429 one 092 0.102 092 0.102 073 0278 100.741 | 100,968 | 101.050 1050 | 101550 J 5/A
100 to6/A 8.00 nm 095 0.163 0.136 0136 02 ‘B16 mo 1078 Additional flow: 0.090 cumecs x 300 (RCRC) (1.23) CHART 33 Angle 2 10550 | 100.670
FLOW WIDTH/CEPTH 0.234m pe flows|Sum upstratten flows) $/D0 25
Du/Do 1.00 Og/Qo 0.21K 0.84
S/Do 2.03 cor 0.08 Ku 0.92 Kw 0.92
(SCALE
( Callaghan & Toth ) Client REVISIONS.
ae . PHONE (07) 54 426 121 3.25 5 10] FF re
Civil, Environmental & PTY
> VALKEV L1D LOT 136 on MCH978 0 10 20 30 40 50 Weles 100] [A [ISSUED FOR APPROVAL
Page 19
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Hydraulic Engineers
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& THREE 0.10/0.15 GAPS IN KERB.
PROVIDE A ROW OF 0.1m DIA SPALLS 0.2m
WIDE OVER GEOTEXTILE. REFER TO SECTION
CONCRETE APRON EXTENSION
2.0m WIDE x1.15m LONG
WITH 0.2m HIGH KERB
2m WIDE WEIR WITH 1:3 BATTERS
ROCK SPALLS 2008
OVER GEOFABRIC (7sqm)
J
TOPSIOIL 50mm THICK FERTILISE &
DETENTION BASIN SETOUT TABLE
MULCH 75mm THICK TO BATTER.
TUBE STOCK NATIVE SHRUBS AT
0.75m CENTRES (TWO ROWS)
TO SURFACE WITH CAP,
SCREWS & CONCRETE
Callaghan & Toth )
Civil, Environmental &
SURROUND. REFER TO IPWEAQ
WSUR-003 STANDARD
DRAWING FOR 45DEG
JUNCTIQN BEND DETAIL.
~~
S
¥
BIORETENTION BASIN DETAIL
SCALE 1:250
2m WIDE WEIR WITH 1:3 BATTERS
ROCK SPALLS 2000
OVER GEOFABRIC (7sqm)
WEIR 100,71
PIT, PIPEWORK AND
OUTLET CONFIGURATION
AS PER IPWEAQ STD
DWG WSUD-—002
0.15
20
0.
a] J 0.15
bt
POINT | EASTING NORTHING DESC. Hydraulic Engineers
1 X=491475.958 | Y=7079171.837 | EDGE SAND/1:3BAT PO BOX 2305
2 X=491485,235 | Y=7079177.396 | EDGE SAND/1:3BAT i! /41 Pea ue hey
3 X=491495.036 | Y=7079172.823 | EDGE SAND/1:3BAT = Phone 54749081
4 X=491485,759 | Y=7079167.263 | EDGE SAND/1: 3BAT www.callaghanandtoth.com.ou
5 X=491474.160 | Y=7079171.744 | TOP OF 1:3 BATTER designed [AH | datum AHD DERIVED
6 X=491485.143 | Y=7079179.194 | TOP OF 1:3 BATTER drawn MM . PSM. 178243,
7 | x=491496.834 | Y=7079172.915 | TOP OF 1:3 BATTER | | |crecked [07 | Origin (BM) RL 108.138
8 X=491485,852 | Y=7079165.466 | TOP OF 1:3 BATTER
9 X=491478.142 | Y=7079171.950 | CENT 900x900 PIT approved
10 | x=491478.284 | Y=7079166.712 | TOP 1:3 SLOPE/WEIR MAX WATTERSON & ASSOCIATES
11 | x=491476.374 | Y=7079167.864 | TOP OF 1:3 BATTER PHONE (07) 54 426 121
12 | X=491464.800 | Y=7079180.938 | MID HEADWALL
13 | X=491496.035 Y=7079173.039 | MID HEADWALL ( )
project
oo
APRON EXTENSION DETAIL SECT
[+ 1.15 __.|
7 0.15 GAP
Le0.10 GA
APRON EXTENSION DETAIL PLAN
SCALE 1:50
SURCHARGE GRATE LIGHT DUTY "TELLAM SPG
200 GAP TO NOTCH LIP”.
CUT LETTER BOX NOTCH 900x200 TO ONE
AND EPOXY PAINT CUT EDGE.
900x900 NORMAL GRATE & FRAME FLUSH MIN
SIDE ONLY. CONTRACTOR TO MEGAPOXY ALL JOINS
7S2000
STOCK @8/sqm AS PER
TABLE ON LANDSCAPING
PLAN 1026-86.
SAND WITH TUBE
10.20
4
|
TOP BATTER 100.83
CORE DRILL &
EPOXY TWO Y10
BARS 300 LONG
@ 400CRS
0.30
13
PROPOSED 9 LOT SUBDMSION
AT 55 LAKE MACDONALD DRIVE
COOROY — ERINDALE PARK
ld
($$ <~r
Client
VALKEV PTY LTD
TS)
—————————————————
title
BIORETENTION BASIN DETAIL
PAN)
_————
LOT 136 on MCH978
Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of COOROY
En
_————
SCALE
0.1.25 2.5 3.75 5 6.25 Meters 12.5
scale
1:250(A3) SCALE. SHOWN. IS_ORIGINAL DRAWING SCALE
DO_NOT SCALE FROM THIS DRAWING
\ USE_ONLY_DIMENSIONS PROVIDED, )
SS
REVISIONS
ment] revision details date
A | ISSUED FOR APPROVAL 09/14
FILES
FINOTCH RL100.43)
il _i — il i
iN i \ SAND 100.25 ! | | \
\D
COMPUTER DIRECTORY
X:\JOBS\CT PRJ N PRG\1225 30 LOTS LAKE MAC
DRV\DES\STG5\DES\CURRENT DWG:1225 BASE PLAI
—} 0.50
4-0.20
j*— 0.80 —*}
=) 0.10
er On
Seige
BASE 99.43
TOPSIOIL 50mm THICK FERTILISE
MULCH 75mm THICK TO BATTER.
TUBE STOCK NATIVE SHRUBS AT
0.75m CENTRES (TWO ROWS)
FOR APPROVAL
0.2m DEEP 5-3mm SCREENINGS &
FIVE 1008 SLOTTED RIGID PVC
SEEPAGE PIPE SPACED 2m
50mm BOTTOM COVER 1:100 MIN
GRADE TO INLET OF OVE pir
SECTION
0.1m DEEP COARSE SAND
TRANSITION LAYER (1mm
DIAMETER SAND)
X=X
NON WOVEN GEOTEXTILE
LINER TO WSUDO01
Sheet 19 of 36 sheets
drawing number
1225-78
date 9th SEPTEMBER 2014
XN S
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( Callaghan & Toth )
MANHOLE/END NAME 5) CBN ES (VEN (GP) C05, 6" 66, 65 7 O05 65/ 6/ sy & Civil, Environmental &
z ydraulic Engineers
caer : +—3 4 3 f 8 3 2 2 ono 28
LD TYPE (CLASS 8 OR 0) ° | 1s ° 5 ° ‘| : ° Ty) eye sine Bao fod
JUNCTION LINE By sj als 3 a 3 Phone 54749081
www.callaghanandtoth.com.au
DROP TYPE ° < < =| < < designed [AH | datum AHD DERIVED
g 8 8 8 8 8 8 8 d MM
DEPTH TO HC g g 8 g g g § g checked [ADT] Origin (8m) RedaSe
HOUSE CONNECTION gl a g g g g g g soproved
INVERT LEVEL g = e = = = = - SURVEYED BY
HC TYPE o «| | co | a oo oo| «o| MAX WATTERSON & ASSOCIATES
PHONE (07) 54 426 121
HC LOT No o| = e o « 5 : 2
f . ‘\
CH. FROM D/S MH | ial 8 3 g 3 g 8 5 a
3 a] 8 2 2 5 8 3 3 PROPOSED 9 LOT SUBDMSION
AT 55 LAKE MACDONALD DRIVE
COOROY — ERINDALE PARK
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4 r NS
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en ee a 1 t LOT 136 on MCH978
LA kt [pt | pt Parish of TEWANTIN
=] pp County of MARCH
4 NOOSA SHIRE COUNCIL
Locality of COOROY
DATUM RL 96.0 DATUM RL 96.0 DATUM RL 95.0 L J
STREET ETC ROAD_RESERVE ALLOTMENT. PARK a
DIAMETER 150_SN8_PVC 150 _SN8_PVC 150_SNB_PVC SCALE
+ + . . O41 2,3 25 5 10
GRADE 1: 405; 15 128.33. 1: 30.96 1: 23.63 1: 124.81 1: 99.88 1: 80.00 SSS eee
Py g s|s | | 2 4:200 VERT SCALE SHOWN IS ORIGINAL DRAWING SCALE
JUNCTION INVERT LEVEL 3 8 als 3 3 g 121000 HORIZ {ge ONLY DIMENSIONS” PROVIDED
DEPTH TO INVERT 5 a8 58 § e 5 g 3/8 5 REVISIONS
INVERT LEVEL eg 2 + alg s| gle z 3 2 is 3 s 5 ale z g A | ISSUED FOR APPROVAL
OF SEWER a zg} gs s/s 8 3 8 g g z alg 2 z
DESIGN SURFACE 8 g g a g g g 3 gl g
LEVEL g S| | S| s S| S| s S| S|
RUNNING. CHAINAGE g 27343 3 13.28 Zl 57.997 g g 33.075 5 g 32.325 8 34.858 z 45.358 3 FILES
a COMPUTER DIRECTORY
X\JOBSYCT Projects in progress\1225 30 Tots lake MacDonald Drive\Design\stage S\PC Sewer\PCSiong10.DxF sale: Horiz 1 in 500 Vert T in 100
X:\JOBS\CT PRU N PRG\1225 30 LOTS LAKE MAC
LINE 06 07 05 \JOBS\ A
DRV\DES\STG5\DES\CURRENT DWG:1225 BASE PLAl
FOR APPROVAL
LEGEND Sheet 22 of 36 sheets
A TYPE A HCB i
ee cue 1225-81
D TYPE D HCB
SMS SMS PP MAINTENANCE SHAFT OR EQUIVALENT A
MH 10508 CONC. MH INTERNAL DROP TYPE TOBE IN ACCORDANCE WITH WSA DRAWINGS SEW1300-1306 | | (— dale oth SEPTEWBER 2014 J
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TYPICAL BASIN OUTLET WEIR
[OCR of page images]
DESIGN, INSTALLATION & MAINTENACE GUIDELINES
THE MANUAL FOR EROSION & SEDIMENT CONTROL VI.| MAROOCHY SHIRE COUNCIL HAS BEEN USED FOR THIS
PROJECT.
SEDIMENT BASIN SIZING FOR TYPE ’D’ SOILS
1, BASIN PARAMETERS
« LOCATE AWAY FROM A WATER COURSE IF POSSIBLE.
«MAX ALLOWABLE SUSPENDED SOLIDS FOR RELEASING WATER INTO STREAM IS 50mg/L
« — MINIMUM LENGTH TO WIDTH RATIO 3:1
« AIM TO TREAT DIRTY WATER WITH GYPSUM AND RELEASE TREATED CLEAN WATER WITHIN 1 TO 3 DAYS
2. BASIN SIZING
* BASIN 1— SETTLING ZONE VOLUME = 10 x 0.43 x 0.56Ha x 46.3mm = 111m>
— SEDIMENT ZONE VOLUME = 0.17 x 0.56Ha x 6000 x 0.04 x 0.72 x 1.3.x 1.0 / 1.3 = 16m?
— TOTAL BASIN VOLUME = 127m* (APPROX.SIZE 20m x 6.5m x 1.0m DEEP, 1:2 BATTERS)
Qu = 0.2m’/sec
* BASIN 2— SETTLING ZONE VOLUME = 10 x 0.43 x 0.33Ha x 46.3mm = 66m’
— SEDIMENT ZONE VOLUME = 0.17 x 0.33Ha x 6000 x 0.04 x 0.61 x 1.3.x 1.0 /1.3 = 8m?
— TOTAL_BASIN VOLUME = 74m* (APPROX.SIZE 10.5m x 4m x 1.0m DEEP, 1:2 BATTERS)
Quo = 0.14m*/sec
ONSITE EROSION & SEDIMENT CONTROL
OBJECTIVE:
TIME FROM COMMENCEMENT OF DISTURBANCE TO REHABILITATION TO BE <3 MONTHS.
CLEARANCE:
1. PLACE CLEAN WATER DIVERSION AND SEDIMENT BASINS IN PLACE BEFORE COMMENCING STRIPPING.
2. MINIMISE DISTURBANCE BEYOND EXTENT OF WORK TO 2m (Sm MAXIMUM).
3. SLASH AND STORE GRASS FOR MULCH, STRIP AND STOCK PILE TOPSOIL.
4, MULCH CLEARED VEGETATION FOR RE-USE AND STOCKPILE MULCH AND TOPSOIL AWAY FROM CONCENTRATED
STORMWATER FLOW PATHS.
5. STOCKPILE ON SITE
DIVERT OVERLAND STORMWATER AROUND STOCKPILES BY BUNDS
SILT FENCE IS TO BE PLACED ON DOWNSLOPE OF STOCKPILE
SEPERATE FROM REMAINING VEGETATION AREAS BY MINIMUM 2m.
IF STOCKPILES ARE TO BE LEFT FOR 2 WEEKS, COVER WITH GEOFABRIC OR EQUIVALENT
+
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6. STORE EXTRA MATERIALS FOR EMERGENCY EROSION AND SEDIMENT CONTROL ON SITE (i.e. MULCH, GYPSUM,
ROCKS, GEOFABRIC, SAND BAGS).
7. \F WATER RELEASED FROM SITE IS, OR IS LIKELY TO EXCEED 5SQmg\L: TAKE FURTHER IMMEDIATE REMEDIAL
ACTION BEFRE RELEASING WATER.
8. ANY DIVERSION DRAINS WHICH DROP DOWN BATTERS MUST BE GEOTEXTILE LINED
9. EMBANKMENTS OR BATTERS NOT BEING WORKED MUST BE STABILISED IMMEDIATELY THEY ARE PREPARED.
10. STORE GYPSUM ON SITE FOR MULTIPLE BASIN FILLS.
11. HOLD POINTS FOR ESCP
* PRESTART MEETING
* SUBGRADE APPROVAL
* FINAL TRIM BASE APPROVAL
FLOCCULATION
a) TRIAL FLOCCULATION, USING GYPSUM SHALL BE APPLIED USING LEAKEY DRUM AND PUMP METHOD AT THE
RATE OF 30kg/100m’ OF STORED WATER IN THE SEDIMENT BASIN. THE RATE OF SETTLING SHALL BE MONITORED
AND THE DOSING RATE ADJUSTED ACCORDINGLY.
2.0m
e
fal
S|
TYPICAL BASIN OUTLET WEIR
‘@—— Extend rock
OUTLET WEIR ]
BASIN WALL TYPICAL SECTION
SEDIMENT & EROSION CONTROL CHECK LIST
BASIN 1- 0.2m°/s AT 0.16m DEEP
BASIN 2 - 0.14m?/s AT 0.12m DEEP
pitching to
bottom of batter
Callaghan & Toth )
Civil, Environmental &
Hydraulic Engineers
PO BOX 2305
NOOSA HEADS 4567
i! 8/41 Sunshine Beach Road
= Phone 54749081
www.callaghonandtoth.com.au
designed | AH datum AHD DERIVED
drawn MM PSM 178243
checked | ADT | Origin (B.M.) RL 108.138
approved
ISSUE
MANAGEMENT COMMITMENT
OBJECTIVE / TARGET
Comply with all statutory regulations and maintain them
during earthworks/construction.Do not cause Enviromental
Harm. Keep TSS below target of 50mq/I
SURVEYED BY
MAX WATTERSON é& ASSOCIATES
PHONE (07) 54 426 121
_———
project
PROPOSED 9 LOT SUBDIVISION
AT 55 LAKE MACDONALD DRIVE
COOROY — ERINDALE PARK
ld
($$ <~r
Client
VALKEV PTY LTD
TS)
—————————————————
title
SEDIMENT & EROSION CONTROL
PLAN 2 OF 2
_————
LOT 136 on MCH978
Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of COOROY
SCALE
NOT TO SCALE
MANAGEMENT STRATEGY
Foreman to identify and check direction of storm water
flows. Provide diversion drains shown on the plan to divert
clean water flows away from disturbed areas.
Stage disturbance to mininise sed runoff & rill erosion.
Capture and treat turbid runoff before release to stream.
TASKS / ACTIONS
Erect diversions, barriers & traps as shown on the plans
before commencing earthworks or drainage improvements.
Cover disturbed areas with turf/mulch as soon as possible &
stage works to mininise exposer time.
PERFORMANCE
INDICATORS
Foreman to check that diversions, barrierrs and weirs are
trapping the flows after rain. Ensure no bypass of sediment
occurs. Ensure TSS target of 50mg/I up to 1 in 10 storm is
not_exceeded.
REVISIONS
revision
A |_ ISSUED FOR APPROVAL
FILES
COMPUTER DIRECTORY
X:\JOBS\CT PRJ N PRG\1225 30 LOTS LAKE MAC
DRV\DES\STG5\DES\CURRENT DWG:1225 BASE PLAI
FREQUENCY / DEADLINE
Foreman shall monitor & repair after every storm until grass is
80% established. Sediment shall be removed before it reaches
600mm below basin spillway, orotherwise 100mm below veir.
FOR APPROVAL
RESPONSIBLE PERSON
The Principal Contractors foreman shall be
responsible for inspections.
REPORTING / REVIEW
Foreman to keep a report of barrier repairs. Sample overflow
from dams after 25mm of rain in one day. Discuss
ammendments required with superintendent if TSS is over the
target.
CORRECTIVE ACTIONS
Foreman is to repair ony damaged barriers daily.
Ammend_structures_as_required_to_achieve_the_target_TSS.
Sheet 24 of 36 sheets
drawing number
1225-83
XK date 9th SEPTEMBER 2014 yy,
Page 25
Civil, Environmental &
Hydraulic Engineers
SF
SF
SF
SF
SF
SF
[OCR of page images]
1.50
PLACE MESH SAFETY FENCE ON
BOUNDARY WHERE NO FENCE
MIN FOOTING
EDGE
PLACE RUBBLE DRAIN NOMINAL
75mm DIAMETER OVER GEO
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OVER GEO FABRIC
RETAINING WALL IS TO ACT AS SED
FENCE UNTIL FILLING COMPLETE
ADD SED FENCE AFTER FILLING AND
PRIOR TO MULCHING
WALL HEIGHTS
TO DETAIL PLANS
FILL RETAINING WALL SECTION 0.2—1.2H
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WALL HEIGHTS
yl TO DETAIL PLANS
HEIGHT H 1300-2100
200x75 WALES
RETAINING WALL SECTION 1.8-2.1H
Callaghan & Toth )
Civil, Environmental &
Hydraulic Engineers
PO BOX 2305
NOOSA HEADS 4567
i! 8/41 Sunshine Beach Road
= Phone 54749081
www.callaghonandtoth.com.au
designed | AH datum AHD DERIVED
drawn MM . PSM 178243
checked | ADT | Origin (B.M.) RL 108.138
approved
SURVEYED BY
MAX WATTERSON é& ASSOCIATES
PHONE (07) 54 426 121
_———
project
PROPOSED 9 LOT SUBDMSION
AT 55 LAKE MACDONALD DRIVE
COOROY — ERINDALE PARK
ld
($$ <~r
Client
VALKEV PTY LTD
TS)
—————————————————
title
SEDIMENT & EROSION CONTROL
PLAN 3 OF 3
—_
_————
LOT 136 on MCH978
Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of COOROY
En
_————
SCALE
& woe f 8 re)
S 8h » & &
JS
scale SCALE SHOWN IS ORIGINAL DRAWING SCALE
1:25(A3) 00_NOT SCALE FROM THIS DRAWING
USE_ONLY DIMENSIONS PROVIDED
REVISIONS
revision
A |_ ISSUED FOR APPROVAL
FILES
COMPUTER DIRECTORY
X:\JOBS\CT PRJ N PRG\1225 30 LOTS LAKE MAC
DRV\DES\STG5\DES\CURRENT DWG:1225 BASE PLAI
FOR APPROVAL
Sheet 25 of 36 sheets
drawing number
1225-84
XK date 9th SEPTEMBER 2014 yy,
Page 26
Civil, Environmental &
Hydraulic Engineers
[OCR of page images]
1.50 1.00 )
2)
2 Callaghan & Toth
& w Civil, Environmental &
398 = Hydraulic Engineers
=" g VARIES WALL HEIGHTS y ee BOX 2308
110 5 (MIN 0.88) TO DETAIL PLANS NOOSA HEADS 4567
‘10> 8 é i! 8/41 Sunshine Beach Road
X mn we =] Phone 54749081
NATURAL BACKFILL, LAY ANY FILL BEHIND % oO : sww-callaghanandtoth.com.cu
WALL IN MAX. 200mm LAYERS 10 95% e., R designed [AH | datum AHD DERIVED
STANDARD COMPACTION. NO LARGE! GEQTEXTILE 10 BACK OF TIMBER S grown __ | MM PSM. 178243
MACHINERY TO BE USED NEAR WALL.| Jann AROUND AG PIPE SCREENINGS v checked [ADT | Origin (BM) RL 108.138
FREE DRAINING BACKFILL
HS TREATED HARDWOOD WALES
DURABILITY CLASS 1 OR 2, 200x50.
approved
SURVEYED BY
MAX WATTERSON é& ASSOCIATES
PHONE (07) 54 426 121
HEIGHT H 200-1200
100mm SLOTTED PIPE IN 10mm
SCREENINGS. DRAIN TO INTERLOT
_———
project
I
1.50 1.50
PIT OR 10 KERB ADAPTER, © & PROPOSED 9 LOT SUBDMSION
S
é 3 AT 55 LAKE MACDONALD DRIVE
© a WALL. HEIGHTS - DALE
\.*¢ ‘ 28 1:10> |}~_——___—_—_—— varies yl 70 vetat puss | | COOROY — ERIN PARK
180UB16 STEEL au (MIN 1.3)
POSTS AT 1.2m <4 « «4 100UC14 POSTS HOT
CENTRES 3 a DIP_ GALVANIZED AFTER y
i CUTTING TO LENGTH GEOTEXTILE TO BACK OF TIMBER
. | AND AROUND AG PIPE SCREENINGS
a o «
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5 7 f NATURAL BACKFILL, LAY ANY FILL BEHIND
B ¥ ‘ WALL IN MAX. 200mm LAYERS TO 95% FREE DRAINING BACKFILL Y
rim 4} STANDARD COMPACTION. NO LARGE SY Y; 4g C )
Ga \, MACHINERY TO BE USED NEAR WALL. TOP 1600, H5 TREATED NG Y) = title
| . . HARDWOOD WALES DURABILITY | <© . 3 RETAINING WALL SECTION &
4500 25MPa CLASS 1 OR 2, 200x50 UY Y) 8 DETAILS
CONCRETE Yj UY, S —)
FOOTINGS e . G Yj, Z . 3 7. )>0:«-0J
4 %, 3 Bisa
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RETAINING WALL PLAN VIEW _1.3-—2.1H Yj s LOT 136 on MCH978
TOP 1600, H5 TREATED
. CLASS 1 OR 2, 20x75 Wy &
GEOTECHNICAL NOTES: Y 2 County of MARCH
7 NOOSA SHIRE COUNCIL
1. THE ANGLE OF INFLUENCE ASSOCIATED WITH THE RETAINING WALLS SHOULD BE TAKEN AS 1V:1H (45'), Y a 4
MEASURED FROM THE BOTTOM OF THE RETAINING WALL; I.E. FOOTINGS LOCATED ABOVE RETAINING WALLS Me, z Locality of COOROY
MUST BE SETBACK A HORIZONTAL DISTANCE AT LEAST EQUAL TO THE HEIGHT OF THE RETAINING WALL, 100mm SLOTTED PIPE IN 10mm 2
MEASURED FROM THE TOP OF THE WALL. SCREENINGS. DRAIN TO INTERLOT 5 \ )
PIT OR TO KERB ADAPTER. ps 8 ooo
2. FOR SHORT-TERM CONSTRUCTION WORKS (UP TO THREE WEEKS) THE FOLLOWING MEASURES ARE KAD SCALE
RECOMMENDED TO ACHIEVE A LOW RISK* (TO PROPERTY) AND ACCEPTABLE RISK* (TO PERSONNEL) FROM
INSTABILITY OF THE TEMPORARY RETAINING WALL BATTERS:
2
No Q rr}
: a
SS
A. WHERE GROUNDWATER SEEPAGE IS NOT ENCOUNTERED, FORM TEMPORARY BATTERS IN MEDIUM DENSE scale SCALE SHOWN IS ORIGINAL DRAWING SCALE
CLAYEY SAND AND STIFF CLAY NO STEEPER THAN 2V:1H, AND TO A MAXIMUM HEIGHT OF 1.5 M. 1:25(A3) —_OgeNONUY DENSONS” PROVIDED
NOTE: IF GROUNDWATER SEEPAGE IS ENCOUNTERED, CONTACT TECTONIC TO ARRANGE AN INSPECTION RETAINING WALL DETAILS
AND EVALUATION OF AN APPROPRIATE TEMPORARY BATTER SLOPE. REVISIONS
WAL HEIGHT | PEIR DEPTH | post TYPE | WALE TYPE WALE. SPAN 180UB16 POSTS HOT _
B. CUT A0.5 M DEEP BY 0.5 M WIDE BENCH INTO THE CREST OF THE BATTERS (T0 REMOVE LOOSE OF Gn eke eS PRO
TOPSOIL), TAKING CARE NOT TO UNDERMINE EXISTING FOOTINGS (E.G. POSTS SUPPORTING EXISTING 1oouc 14
0-800 #00 se | coxso uw | 2400 (USE THREE 250mm DECK
FENCES). FOOTING x SPIKES THROUGH EACH WALE)
2
‘ a 8
C. PIN HOPE PLASTIC SHEETING ("BUILDERS PLASTIC’) ACROSS THE BATTERS TO PREVENT DRYING OF 1oouc 14 . S
THE HIGH PLASTICITY CLAYS AND SATURATION OF THE SANDS BY RAINFALL. 700-1200 1400 4508 | 200x50 HW 1200 3
FOOTING 2 ‘ 8
D. ENSURE THAT NO MATERIAL STOCKPILES OR MACHINERY ARE PLACED WITHIN 4 M OF THE TEMPORARY TBOUB 16 ‘ = FILES
BATTERS, IN ORDER TO PREVENT THE CREATION OF A CONFINED SPACE OR SURCHARGE LOAD. 1300-1700 1800 4506 | 200x50 HW 1200 } ‘ 5 ona
FOOTING a : = ;
E, THE CONFINED SPACES BETWEEN THE BATTERS AND RETAINING WALLS (POSTS/WALES) SHALL BE “ ‘ X\JOBS\CT PRIN PRG\1225 50 LOTS LAKE MAC
ESTABLISHED AS EXCLUSION ZONES INTO WHICH NO PERSONNEL SHALL ENTER. 1gous 16 | 200%50_HW DRV\DES\STCS\DES\CURRENT_DNG:1225 BASE PLA
1800-2100 2600 4508 | sr Oty 1200 wih Fe
F. AT THE START OF EACH WORKING DAY, THE SITE FOREMAN SHALL CHECK THE TEMPORARY BATTERS Foon | 20078 & 2 FOR APPROVAL
FOR ANY SIGNS OF INSTABILITY (E.G. TENSION CRACKS, DEVELOPMENT OF SEEPAGE, SLUMPING). 4
SHOULD ANY SIGNS OF INSTABILITY BE OBSERVED, CEASE WORK AND CONTACT TECTONIC INMEDIATELY. 200x50 HW “
180UB 16 | “Top 4600 Sheet 26 of 36. sheets
2200-2600 3100 4500 1200 4
6. SHOULD ANY RAINFALL EXCEEDING 25 MM OCCUR WITHIN A 24 HOUR PERIOD DURING WALL coorne | 200x75 HW Grawing number
CONSTRUCTION, WORK SHALL CEASE UNTIL THE BATTERS ARE INSPECTED BY TECTONIC. 10 TOE 1225-85
+ IN ACCORDANCE WITH THE DEFINITIONS GIVEN IN THE AUSTRALIAN GEOMECHANICS SOCIETY LANDSLIDE RETAINING WALL SECTION 1.8—-2.1H A
RISK MANAGEMENT GUIDELINES, 2007.
XK date 9th SEPTEMBER 2014 yy,
Page 27
Civil, Environmental &
Hydraulic Engineers
[OCR of page images]
TOPSOIL AND TURF FOOTPATH TO 300mm INSIDE
LOTS
STREET TREE TO DETAIL PLAN 1225-88
PASSIVE \
PARKLAND
ACTIVE
PARKLAND |
685m? |
STAGE 3
KCOMPLETED)
STAGE 5
8 I STAGE 5 |
STAGE 5
9] STAGE 5 1
RP173883
STAGE 2
STAGE 5 I LowecereD
10
° i
Q
4 ee
REFER T0_ 1225-88
100 FOR BIO BASIN
DETAILS
STAGE 1
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 [ADI | datum AHD DERIVED
drawn MM ' PSM *
checked | AH Origin (B.M.) RL *
approved
SURVEYED BY
MAX WATTERSION & ASSOCIATES
PHONE 54 426 121
C *
project
PROPOSED 31 LOT SUBDIMSION
55 LAKE MacDONALD DRIVE
COOROY
y
xX
Pim, Go
s
2
3
5
<<
aa
title
LANDSCAPING PLAN
STAGE 5 & 6
_————
LOT 136 on MCH978
Parish of TEWANTIN
County of MARCH
SUNSHINE COAST COUNCIL
Locality of LAKE MacDONALD
yO)
_————
SCALE
0.5 10.15 20 25 Meters 50
ee
scale ‘SCALE SHOWN IS ORIGINAL DRAWING SCALE
1:1000(A3) D0_NOT SCALE FROM THIS DRAWING
: USE ONLY DIMENSIONS PROVIDED
REVISIONS
revision
A |_ ISSUED FOR APPROVAL
FILES
COMPUTER DIRECTORY
X:\JOBS\CT Projects in progress\1225 30 lots
lake MacDonald Drive\Design\Current_ DWG—BASE
Sheet 27 of 36 sheets
drawing number
1225-86
XK date 9th SEPTEMBER 2014 yy,
Page 28
Civil, Environmental & Hydraulic Engineers [OCR of page images] LANDSCAPING PLAN NOTES: 55 LAKE MACDONALD DRIVE LANDSCAPING FOR THE LAKE MACDONALD DRIVE DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE NOOSA PLAN LANDSCAPING CODE & THE NOOSA PLANNING SCHEME POLICY 3 - LANDSCAPING PLANTS GUIDELINES. 1. LANDSCAPING AREAS THE FOLLOWING AREAS SHALL BE LANDSCAPED: «STREETSCAPE AREA — STREET TREES, GROUNDCOVERS (BY LANDSCAPER) & TURF ON THE FOOTPATH OF NEW ROADS (BY CONTRACTOR). « BIORETENTION BASIN — PLANTING OF MACROPHYTES IN BASIN TO ACHIEVE STORMWATER QUALITY TREATMENT AS PER THE SWOMP. THE BIORETENTION BASIN 3 IS 150M? (BY LANDSCAPER). + ALLOTMENT CONDITIONING HYDROMULCH WITH GRASS SEED (BY CONTRACTOR). 2. PLANTING DETAILS SPECIES SELECTED 10 BE GENERALLY FAST GROWING, PROVIDE SHADE & COVER, AND ARE SELECTED TO ACHIEVE OUTCOMES OF EACH AREA. SPECIES DENSITIES WILL BE AS FOLLOWS: . STREETSCAPE - TREES A MINIMUM OF ONE TREE PER LOT (BY LANDSCAPER). — TURFING OF FOOTPATH (BY CONTRACTOR). . BIORETENTION SYSTEMS - EIGHT (8) MACROPHYTE PLANTS PER 1M’~ INCLUDING SWALES, IN FILTER AREA. — ONE (1) PLANT PER 2M? ON BATTERS TO STABILISE AREA. . ALLOTMENTS — TURF BATTERS 0.5M INTO LOTS (BY CONTRACTOR). . HYDROMULCH — ALLOTMENT FILL AND DISTURBED AREAS. (BY CONTRACTOR). . ROAD RESERVE - TURF ALL DISTURBED FOOTPATHS & DRAINAGE CHANNELS (AS PER 1225-86 (BY CONTRACTOR). . PATHWAY — TURF EDGE 0.5M WIDE (BY CONTRACTOR). 3. SITE PREPARATION + FINALISE EARTHWORKS & CIVIL WORKS AND ENSURE FOOTPATHS AND LANDSCAPE AREAS ARE GRADED, TOPSOILED, FERTILISED AND TURFED OR MULCH AS REQUIRED (BY CONTRACTOR). + BIORETENTION BASIN 3 TO BE IN ACCORDANCE WITH PLAN 1225-74 (BY CONTRACTOR). + REMOVE ANY ONSITE RUBBISH. (BY CONTRACTOR) + ENSURE ALL DECLARED & ENVIRONMENTAL WEEDS ARE REMOVED FROM LANDSCAPE AREAS, (BY LANDSCAPER) + LOCATE SERVICES PRIOR TO PLANTING. (BY LANDSCAPER) 4. SOIL PREPARATION FOR LANDSCAPING AREAS WITHIN ROAD RESERVES THE SOIL SHALL BE PREPARED AS FOLLOWS: . TOPSOIL FOR ALLOTMENT FILL SHOULD BE A MINIMUM 100MM THICK AND FREE FROM WEEDS, RUBBISH AND STICKS. (BY CONTRACTOR). * SOIL SHALL BE ROTARY HOED SO THAT NO CLODS OR COMPACTED TOPSOIL IS PRESENT AND FERTILISED WITH G88 AND LIMED TO ACHEIVE A NEUTRAL PH.(BY CONTRACTOR) . SOIL IMPORTED IS TO COMPLY WITH THE AUSTRALIAN STANDARD (AS 4410) - SOIL FOR LANDSCAPING AND GARDENS.(BY LANDSCAPER). . SOIL IMPORTED TO GARDEN BEDS SHOULD HAVE SIMILAR SOIL STRUCTURE TO THAT EXISTING IN THE AREA. (BY LANDSCAPER). * REMOVE ANY REMAINING WEEDS, DEBRIS, RUBBISH, GRASS, ETC. FROM AREAS TO BE PLANTED;(BY LANDSCAPER) . IN CONJUNCTION WITH ROADWORK, REMOVE ALL BITUMEN AND ROAD BASE FROM AREAS TO BE PLANTED TO A DEPTH OF 600MM FROM TOP OF KERB. EXCAVATE TO A DEPTH OF 600MM WHERE GARDEN BEDS ARE TO BE FORMED BESIDE ROADWAYS AND FILL WITH TOPSOIL TO 100MM BELOW TOP OF KERB TO ALLOW FOR DEPTH OF MULCH. (BY LANDSCAPER). . ADD TOPSOIL (PREFERABLY LOCAL SOIL) AS REQUIRED, FORM GARDEN BEDS AND SPREAD ANY STOCKPILED TOPSOIL TO FINISHED LEVELS; . ANY IMPORTED TOPSOIL TO BE FREE OF LARGE STONES, WEEDS, STICKS, RUBBISH, MATERIAL TOXIC TO PLANT GROWTH, NUT GRASS & OXALIS, AND DECLARED PESTS SUCH AS FIRE ANTS; . BEDS ADJACENT TO HARD AREAS TO FINISH 75MM BELOW PAVED LEVEL OR TOP OF KERB TO ALLOW FOR DEPTH OF MULCH; ¢ Gardens beds should be left for one month prior to planting to allow the treatment of weeds contained in the soil and to allow for regeneration of natural seeds; ¢ — When constructing mounding or banks, highly compacted fill 5. MATERIAL IN THE TOP 600MM SHOULD BE AVOIDED AS THIS CAN IMPEDE ROOT PENETRATION AND THE SUCCESSFUL GROWTH OF PLANTS. MAINTAIN MAXIMUM FALL OF 1:2 TO ENSURE STABILITY OF MULCH ON SLOPES AND ALLOW FOR ACCESS FOR MAINTENANCE. BATTER SLOPES BETWEEN 1:3 AND 1:2. BATTERS ARE TO BE TYNED HORIZONTALS TO 25MM DEEP BELOW TOPSOILING. TOPSOIL AND MULCH IS TO BE PRESSED ONTO THE BATTERS WITH THE BACK OF THE EXCAVATOR BUCKET (BY CONTRACTOR). WEED MANAGEMENT REMOVE EXISTING WEED SPECIES, GENERALLY USING MECHANICAL AND CHEMICAL CONTROLS AS FOLLOWS: 6. SPOT SPRAYING FOR GRASS AND HERBACEOUS SPECIES INVOLVES FOLIAR APPLICATION I.E. SPRAYING THE LEAF SURFACE WITH HERBICIDE. PROTECT EXISTING NATIVE VEGETATION BY USING SCREENS (BY LANDSCAPER). CUT AND PASTE FOR WOODY SPECIES SUCH AS CASSIA, LANTANA, GROUNDSEL, WHERE THE TREE/SHRUB IS LOPPED AND HERBICIDE IS APPLIED TO THE STUMP IMMEDIATELY (BY LANDSCAPER). USE GLYPHOSATE MIXTURE AS DETAILED BELOW (BY LANDSCAPER). MIX GLYPHOSATE (ROUNDUP BIOACTIVE - A NON SELECTIVE FOLIAGE ABSORBED HERBICIDE REGISTERED FOR USE ON WATERWAYS AS IT CONTAINS FROG-FRIENDLY SURFACTANTS) WITH WATER AT THE RATE SPECIFIED. ADD FULVIC ACID AT A RATIO OF 1 PART FULVIC ACID TO 800 PART GLYPHOSATE/WATER MIXTURE. SPOT SPRAY GRASS AND HERBACEOUS COVER FOR PLANTING OF STANDALONE TREES AND SHRUBS FOR A 1M DIAMETER CIRCLE AROUND HOLE. USE SCREENS DURING SPRAYING TO PROTECT NATIVE VEGETATION (BY LANDSCAPER). WASTE VEGETATION TO BE DISPOSED AT AN APPROVED FACILITY. WEED SEEDS TO BE PLACED IN A DISPOSABLE BAG AND SEALED (BY LANDSCAPER). REMOVAL OF WEED SPECIES IS TO OCCUR PRIOR TO PLANTING STAGE. IT MAY BE NECESSARY TO DO TWO ROUNDS OF WEED REMOVAL ABOUT 4 WEEKS APART (BY LANDSCAPER). SPECIES SELECTION ALL PLANTING STOCK IS REQUIRED TO BE: SOURCED FROM LOCAL NURSERIES, OF LOCAL PROVENANCE WHERE POSSIBLE; SPECIES DETAILED IN TABLES ON PLAN 1225-88. HEALTHY AND DISPLAYING SIGNS OF ACTIVE GROWTH. PLANTS WILL BE REJECTED IF THEY DISPLAY “YELLOWING’, LEAF OR STEM DAMAGE OR DISEASE, ROOT CURLING OR RESTRICTION RELATED TO BEING ’POT BOUND’, OR HAVE WEED SPECIES IN THE CONTAINER OR NOT IN RECTANGULAR CONTAINERS. TUBE-STOCK TO BE A MINIMUM OF 20CM TALL, AND SUN-HARDENED. ALL STREET TREES ARE TO BE NATSPEC COMPLIANT. PLANTING BY LANDSCAPER THE PLANTING HOLES SHALL BE AT LEAST TWICE THE WIDTH AND ONE AND A HALF TIMES AS DEEP AS THE POT SIZE WITH THE TOP OF ROOT BALL JUST BELOW THE SOIL SURFACE AFTER PLANTING. EACH PLANT SHOULD BE FERTILISED WITH A 10G SLOW RELEASE FERTILISER PELLET (AGRIFORM OR SIMILAR). THE FERTILISER PELLET WILL BE PLACED ADJACENT AND UPSLOPE TO BUT NOT IN CONTACT WITH THE ROOT BALL AT 2-4CM BELOW THE SOIL SURFACE AND UNDER THE MULCH. ALL PLANTS SHALL BE WATERED IN AT PLANTING (APPROXIMATELY 5-10L). STREET-TREES TO BE SURROUNDED BY HARDWOOD TIMBER EDGE AS PER DETAIL ON PLAN NO. 1225-88. STREET TREES TO BE STAKED AS PER DETAIL ON PLAN 1225-88 WITH THREE HARDWOOD STAKES. STREET-TREES AND BATTER PLANTING AREAS TO HAVE WEED FREE MULCH 75MM THICK MINIMUM. TURFING BY CONTRACTOR FOOTPATHS ARE TO BE TURFED & ACHIEVE 100% COVER WITHIN 6 WEEKS OF COMPLETION OF WORKS. IF WEATHER CONDITIONS PERMIT HYDRO MULCHING & SEEDING CAN BE APPLIED TO ALLOTMENT CONDITIONING TOGETHER WITH 25mm THICK SKIM OF TUB MULCH. SEEDING PLUS HYDROMULCHING SPECIFICATION AS FOLLOWS: 250kg/1000m? HYDROMULCH MIX OF CELLULOSE PAPER, SUGAR CANE MULCH, WOOD FIBRE, TACKIFER 14kg/1000m* SEED INCLUDING 10kg/1000m? MILLET, 2.5kg/1000m? GREEN COUCH, 1.5kg/1000m? RHODES GRASS 20kg/1000m? CK55 FERTILISER OR SIMILAR SPECIES PREFERRED FOR SITE IS CYNODON DACTYLON (QUEENSLAND BLUE COUCH). . IF AREAS REQUIRE STABILISATION DUE TO WEATHER CONDITIONS, TURF STRIPS SHOULD BE USED AT 3M CENTRES ALONG CONTOURS. TURF SHALL BE FREE OF WEEDS & DISEASE. TURF SHALL BE BUTT JOINTED, LAID IN STRAIGHT LINES & BE STAGGERED. TURF SHALL BE LIGHTLY ROLLED. TURF FINISHED LEVELS TO BE 3MM BELOW ADJACENT PAVEMENTS, EDGES, ETC. TURF/SEEDING SHALL BE WATERED ADEQUATELY. RECENTLY TURFED/ GRASSED AREAS TO BE PROTECTED. HYDROMULCH & SEEDING TO BE SPECIFICATION AS PER APPENDIX 9(P236) OF THE SCRC MANUAL FOR EROSION AND SEDIMENT CONTROL.(MAROON MANUAL). 9. BIORETENTION BASIN UPON PRACTICAL COMPLETION BIORETENTION BASIN TO BE PLANTED: a. BATTERS PLANTED AS PER TABLE & DETAIL ON PLAN 1225-88 (LANDSCAPING PLAN) b. FILTER AREA TO BE COVERED WITH GEOFABRIC & TURF (BY CONTRACTOR). . FOLLOWING INITIAL LANDSCAPING, FILTER AREA TO BE MAINTAINED BY OWNER. BATTERS TO BE MAINTAINED BY LANDSCAPING. . FOLLOWING COMPLETION OF 80% OF HOUSES IN SUBDIVISION OR 2 YEARS LATER: a. REMOVE TURF, GEOFABRIC & PLANT OUT FILTER AREA AS PER PLAN 1225-88 (BY LANDSCAPER) b. MAINTAIN AS BELOW FOR 1 YEAR (BY LANDSCAPER). ¢ — MAINTENANCE OF PLANTS FOR A ONE YEAR PERIOD MAINTAIN LANDSCAPED AREAS. UNDERTAKE REGULAR INSPECTION & PROVIDE MAINTENANCE I.E. MULCH, WATER, WEED & REPLACE PLANT MORTALITIES ON AN AS NEEDS BASIS. MAINTENANCE OF PLANTING FOR THE FIRST YEAR IS TO BE DONE BY THE LANDSCAPER AND WILL BE ASSESSED AFTER ONE YEAR TO ENSURE: . PLANTS ARE HEALTHY & SHOWING SIGNS OF VIGOROUS GROWTH . THE AREA IS DEEMED TO BE SELF-SUSTAINING AND PLANTS ARE PROVIDING COVER TO SOIL LE. 90% COVER. 80% OF TREES ARE A MINIMUM OF 2M ABOVE GROUND LEVEL 80% OF SHRUBS ARE A MINIMUM OF 1M ABOVE GROUND LEVEL VEGETATION PLANTED AT APPROPRIATE DENSITIES. NATSPEC CERTIFICATION OF STREET TRESS REQUIRED AT ON-MAINTENANCE THE MAINTENANCE FOR THE SECOND YEAR SHALL BE UNDERTAKEN BY THE DEVELOPER. AFTER SECOND YEAR ENSURE: . PLANTS ARE HEALTHY & SHOWING SIGNS OF VIGOROUS HEALTH TREES HAVE DOUBLED IN SIZE FROM FIRST YEAR . SHRUBS ARE ALL 1—2M IN HEIGHT . STRUCTURAL DAMAGE TO TREES ARE MINOR THE MAINTENANCE FOR THE THIRD YEAR SHALL BE UNDERTAKEN BY THE DEVELOPER. AFTER THIRD YEAR ENSURE: . PLANTS ARE HEALTHY . 80% OF TREES ARE OFFERING SHADE 11. MAINTENANCE OF TURF & HYDRO MULCH . THE CONTRACTOR IS TO MAINTAIN THE TURF AND HYDRO MULCH TILL THE WORKS ARE ACCEPTED ON MAINTENANCE. THE TURF IS TO ACHEIVE 100% COVER AND THE HYDRO MULCH 80% COVER. . THE DEVELOPER WILL THEN MAINTAIN THE GRASS FOR THE ONE YEAR MAINTENANCE PERIOD. CIVIL — GEOFABRIC & MAINTAIN TURF: MULCH BATTERS LANDSCAPING — REPLANT BATTERS 80% OR 2 YEARS — LANDSCAPER TO TAKE OFF GEOFABRIC & TURF UNTIL ON MAINTENANCE — CIVIL TURF TILL OFF MAINTENANCE — OWNER 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 LANDSCAPING NOTES STAGE 5 & 6 ——_ rd ee LOT 136 on MCH978 Parish of TEWANTIN County of MARCH SUNSHINE COAST COUNCIL Locality of LAKE MacDONALD O14 23 25 5 10 ees Meters: “3 ) ‘SCALE SHOWN IS ORIGINAL DRAWING SCALE. 1:200 (A3) DO NOT SCALE FROM THIS DRAWING USE ONLY DIMENSIONS PROVIDED REVISIONS A | ISSUED FOR APPROVAL FILES COMPUTER DIRECTORY X:\JOBS\CT Projects in progress\1225 30 lots ake MacDonald Drive\Design\Current_ DWG—BASE FOR APPROVAL Sheet 28 of 36 sheets drawing number 1225-87 \ date 9th SEPTEMBER 2014 J
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Civil, Environmental &
Hydraulic Engineers
[OCR of page images]
Callaghan & Toth
Civil, Environmental &
Hydraulic Engineers
PO BOX 2305
; NOOSA HEADS 4567
TURF FILTER AREA TO PROTECT FILTER i 8/41 Sunshine Beach Road
MEDIA DURING HOUSING CONSTRUCTION. = eno ot or anetoth corrsy
SEE PLAN 1225-87 FOR DETAILS -callag| .com.
designed [AN | datum ARD DERIVED
drawn MM
PSM *
PLANT BATTERS ONE checked | ADT _| Origin (BM) RL +
PLANT PER 2m? _—
+ —_— approved
+ SURVEYED BY
.—* MAX WATTERSION & ASSOCIATES
»— PHONE 54 426 121
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\ cs COOROY
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BIO_BASIN PLANTING DETAIL — — ____ — — Ma ER hoe oF clout Ble tte
SCALE : N.S. fo ATER oO OF HOUSES BT LANDSCAPING DETAIL
STAGE 5 & 6
BIORETENTION BASIN SPECIES LIST L J
BOTANICAL NAME | COMMON NAME | _NO POT SIZE ——_
BIORETENTION BASIN FILTER AREA
jist Year — Turf over Geotextiles 150m2| n/a LOT 136 on MCH978
2nd Year — Plant Macrophytes in Bio Basin@8 per sqm .
PLAN VIEW Lomandra hystrix Mat rush 300 tube stock Parish of TEWANTIN
er Baumea rubiginosa Soft twigrush 300 |tube stock County of MARCH
Dianella longifolia Pale Flax Lily 300 |tube stock SUNSHINE COAST COUNCIL
7 Juncus usitatus Common Rush 300 _|tube stock Locality of LAKE MacDONALD
wy BIORETENTION BASIN BATTERS (1.5m centres / 2 rows)
Z Dianella breuipenduncidata Blue Flax Lily 20 |tube stock \ )
75 150x50 HARD WOOD Gahnia sieberiana Red fruited Sword Sedge 20 tube stock _———————————————————
3 TIMBER(H4) EDGEING FASTENED Lomandra longifolia Mat rush 20 [tube stock SCALE
o WITH 14gx75 GALVINIZED HEX Melaleuca sieberi 20 |tube stock a4 2 3 25 5 10
oc HEAD SELF DRILLING FASTNER HESSSEIHE=
x
1:200 (A3) SCALE SHOWN IS ORIGINAL DRAWING SCALE
MULCH COVER TO GARDEN BED Bie SIZE AF PLANTING USE” ONLY DMENSIONS. PROVED
somm BELOW eomm en WITH CLEAR TRUNK.
mm (NATSPEC COMPLIANT) REVISIONS.
ELEVATION vA -
. A |_ISSUED FOR APPROVAL
a
SME WEES 1S PR UnagcANG coe, HS
Stnconood SES. ORE wD son CLE
OF ROOTBALL OF TREE. TEE IN A FIGURE 8 Zz
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S STREET TREE LANDSCAPING SPECIES LIST
RF: & COMPUTER DIRECTORY
oN a BOTANICAL NAME COMMON NAME NO |POT SIZE K\WOBS\CT Projects in progress\1225 30 lots
Cupaniopsis Tuckeroo 5 451 lake MacDonald Drive\Design\Current_ DWG—BASE
REFER 10 KERB DETAIL FASTENING INTO TIMBER CLEATS Melaleuca salicina Willow Bottlebrush 2 451
Rapanea Variabilis Muttonwood 5 45) FOR APPROVAL
TOPSOIL TO TWICE DEPTH OF ROOTBALL ROOT GRAVEL 900mm DEEP TO KERB EDGE TOTAL 12 451
WATER CRYSTALS AS PER. SLOW RELEASE FERTILISER AS PER MANUFACTURERS SPECIFICATIONS Sheet 29 of 36. sheets
cee ckG UNDER ROOT PAL) STREET TREE PLANTING DETAIL drawing number
SCALE : N.T.S. 1225-88
A
\ date 9th SEPTEMBER 2014 J
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Civil, Environmental &
Hydraulic Engineers
[OCR of page images]
BOTANICAL NAME COMMON NAME [ZONE A ZONE BI ZONE C [~ EASTERN TRIBUTARY Callaghan & Toth )
GROUND COVERS / GRASSES Bc Ct Civil, Environmental &
Calochlaena dubia Soft bracken = 26 35 p BOSS H draulic Engineers
Dianella caerula Common Flax Lily 25 50 50 yt PO BOX 2305
Dodonea triquetra Hop bush - 26 35 op? NOOSA HEADS 4567
- i! 8/41 Sunshine Beach Road
Gahnia_aspera Sawsedge = 26 36 — Phone 54749081, Fax 54749041
Lomandra Hysrtix Creek Mat Rush 25 50 100 STAGE 5 www.callaghanandtoth.com.au
Lomanda longifolia Mat Rush 25 50 100 8 T STAGE 5 | designed | ADT | datum AHD DERIVED
TOTAL 75 228 356 con origin (em. Poth
checke' 5M.
STAGE 5 |
SURUBS —__ PASSIVE oppreved
Alpinia caerulea Native Ginger - 27 40 PARKLAND STAGE 5 1 SURVEYED BY
Backhousia citriodora Lemon Scented Myrtle 20 26 40 MAX WATTERSION & ASSOCIATES
Backhousia _myrtifolia Cinnamon myrtle - 26 40 RP1 73883 PHONE 54 426 121
——_ dd
Breynia oblongifolia Native Coffee _ 26 40 —————
Callicarpa pendunculata Native lantana 20 26 40 project
Cordyline rubra Red fruited palm lily 20 26 40 STAGE 5 PROPOSED 31 LOT SUBDMSION
Homalanthus nutans Bleeding Heart - 26 40 I AK! NAL D
Hibiscus heterophyllus Wild Rosella = 26 40 pose ° CORY MacDO DRIVE
Macaranga tanarius Bulocks Heart 14 26 40 ACTIVE ; 10
Melaleuca sieberi 10 26 40 PARKLAND ; K 1" RC
TOTAL 84 261 400 685m? | 7 | Fé?
Pro osed . q | Client
I~ STAGE 6 ‘
TREES — — VALKEV PTY LTD
Alphitonia excelsa Red Ash 40 /
Brachychiton discolour Kurrajong 40
Callistemon Salignus White bottle brush 40 40 32 / 12 SS FF
Corymbia gummifera Pink Bloodwood 15 40 40 ! 6 ‘ title
Cryptocarya obovata Pepperberry Tree 15 40 40 col STAGE 6 || REVEGETATION & pg
Cryptocarya triplinervis Three—veined Crypocarya 40 i STAGE 2 TRIBUTARY STAGE 5 & 6
- Seas SES
Elaecarpus grandis Blue Quandong 40 31 ICOMPLETED 7
(ll. eo —=————
EUcalyptus grandis Flooded Gum 40 uv 13
Eucalyptus microcorys Tallowwood 15 40 40 40m FROM BANK TGP
Eucalyptus resinifera Red Mahogany 15 40 40 oe 5 LOT 136 on MCH978
Ficus coronata Creek Sandpiper Fig 40 40 : un
Ficus macrophylla Moreton Bay Fig 15 40 40 STAGE 3 * > Parish of TEWANTIN
Flindersia_schottiana Bumpy Ash 40 (FUTURE) TS > + min’ | | County of MARCH
Glochidion ferdinand Cheese tree 40 7 \ REFER 10 1225-88 t F'7| 1 SUNSHINE COAST COUNCIL
Gmelina leichhardtii White beech 40 28 FOR BIO BASIN DETAILS M Locality of LAKE MacDONALD
Grevillea robusta Silky Oak 15 40 RIPARIAN MAPPING DOWNSTREAM *
Jagera pseudorhus Foambark 40 40 OF THIS POINT, STREAM BANK
. A En
Lophostemon confertus Brush box 40 40 USED FOR START OF BUFFER fo ——————
Melaleuca linariifolia Flax—leaved Paperbark 15 40 40 26 10m (5m FROM CENTRE SCALE
Melicope elleryana Pink Euodia 15 40 | _ OF CREEK EACH SIDE) “ha EE aa 50
Rapanea variabilis Muttonwood 40 -—— FEF SSE
Sterculia quadrifida Peanut tree 40 = \ = — s scale SCALE, SHOWN 'S ORIGINAL ORAWING SCALE
Syncarpia glomulifera Turpentine 15 40 40 1:1000(A3) USE ONLY DIMENSIONS PROVIDED
Syzygium australe Brush Cherry 40 40 3m WIDE CLEAR AREA
Waterhousia floribunda Weeping Lily Pilly 15 40 40 - ACCESS OR crevices 2 05 REVISIONS
TOTAL 150 520 1000 revision
24 Me, A |_ISSUED FOR APPROVAL
A 5m WIDE ON BOTH
D4 BANKS FROM CENTRE
LEGEND: 8 < LINE OF CREEK
ZONE A — INFILL PLANTING — 1526m2 22 Vv ea
hs INFILL PLANTING REQUIRED FOR 30% OF AREA TO ACHIEVE 1 PLANT/1.5m. 23
REMOVE WEEDS AS REQUIRED TO SECTION 5 OF PLAN 1225-90A FILES
ZONE B — INFILL PLANTING - 2163m2 STAGE _1 __COMPUTER DIRECTORY
[___] _ RIPARIN BUFFER AREA PLANT 70% OF AREAS TO OMPLETED} PEWIOBS\GT Projets. in_progress\ (225-30 Tote
ACHIEVE PLANT DENSITY OF 1 PLANT / 1.5m2. jake MacDonald Drive\Design\Current_DWG—
REMOVE WEEDS AS REQUIRED. 18 7 FOR APPROVAL
[TT] one c — Revecetarion PLantine - 2752m2 Oe °
RIPARIAN BUFFER AREA PLANT AREA TO ACHIEVE + * 3
PLANT DENSITY OF 1 / 1.5m2. CURRENTLY Sheet 30 of 36 sheets
RIPARIAN AREA FROM TOP OF BANK LIMITED TO drawing number
GRASS, NATIVE VEGETATION PRESENT ON BANKS OF ] <f
WATERWAY, SPRAY GRASS. 8739 1225 —89
COUNCIL RIPARIAN BUFFER OVERLAY EXTENTS 1 A
XK date 9th SEPTEMBER 2014 yy,
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REVEGETATION & REHABILITATION PLAN LAKE MACDONALD LOT Civil, Environmental &
RECONFIGURATION Hydraulic Engineers
1. BACKGROUND
2. SCOPE OF WORKS 7. SPECIES SELECTION
3. SITE PREPARATION BY LANDSCAPER
8. SITE PREPARATION BY CIVIL CONTRACTOR
4. OBJECTIVES 9. PLANTING
5. CLEARING & SITE PREPARATION BY CIVIL CONTRACTOR/LANDSCAPER
10. MAINTENANCE
6. WEED REMOVAL
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Civil, Environmental & Hydraulic Engineers [OCR of page images] ( Callaghan & Toth ) BRIDGE CENTRELINE SETOUT Civil, Environmental & Hydraulic Engineers POINT No. | CHAINAGE | EASTING | NORTHING | LEVEL BEARING | RAD/SPIRAL | A.LENGTH | D.ANGLE noose eae 2308 Pt 0 491484.757 | 707923691 | 101.919 | 159°59'46.85” = i “mH sens rone, 54749081 —_ . www.callaghanandtoth.com.au Tc 1.925 491485.416 | 7079235.101 | 101.885 | 159°59'46.85 Gesigned [AH] datum AD DERNED IP2 3.522 491485.981 | 7079233.547 | 101.799 5 3.194 36°35'58.24" drawn | MM PSM. 178243 checked | ADT | Origin (B.M.)_ RL 108.138 CT 5.119 491485.509 | 7079231963 | 101.691 | 196'35'45.09” TC 13.129 491483.221 | 7079224.287 | 101.145 | 196°35'45.09” approved ep ag SURVEYED BY IP3 18.023 491481.7 | 7079219.182 | 100.813 10 9.788 56°04'52.34 MAX WATTERSON & ASSOCIATES cT 22.917 491476.615 | 7079217.596 | 100.673 | 252°40°37.43” PHONE (07) 54 426 121 TC 62.778 491438.562 | 7079205.727 | 100.673 | 252°40'37.43 project IPA 68.19 491432.825 | 7079203938 | 100.673 10 10.823 62°00°42.23" PROPOSED 9 LOT SUBDIMSION CT 73.601 491428.552 | 7079208.164 | 100.581 314°41'19.66" AT 55 LAKE MACDONALD DRIVE TC 92.426 491415.168 | 7079221.403 | 100.373 | 314°41"19.66" COOROY — ERINDALE PARK IPS 96.009 491412.62 | 7079223.924 | 100.333 -100 7.165 4:06'19.47" Ke) (——e———T————— Client VALKEV PTY LTD ld (SS ————————————— title FOOTBRIDGE SECTION 2500 INSIDE RAIL PANELS AND SETOUT ND) (ee Y >, J 145 x 35 Fis HWD CCA TREATED Ml LOT 136 on MCH978 & ARRISED CAP RAIL TEX SCREW | Parish of TEWANTIN * County of MARCH a 90 x 45 F14 HWD CCA TREATED NOOSA SHIRE COUNCIL & ARRISED MID & TOP RAIL 145x35 HWD DECKING FIXED TO . i NOTCH & TEX SCREW tS0eb8 PINE JOIST @600 MAX CNRS 2 Locality of COOROY AND 90x45 PINE PLATE. STAGGER S 90 x 45 Fis HwD CCA TREATED FIXINGS TO AVOID SPLITTING me i —Y KICK RAIL TEX SCREW TO 90 x ( 45 HWD PACKERS 2 SCALE 24.90 DECKING | a1 2 3 25 5 10 ——>>>>|> _>hADh\_NEaSaEaBHBBhDBaBaBan"Bananan=SSESS 40 605, 600 i 600 605 40 Meters it / 1200 (3) SAB ims. sya Sa i= DECK LEVEL RL100.68 al est USE ONLY DIMENSIONS PROVIDED —— S REVISIONS. s A | ISSUED FOR APPROVAL L 4 t y RHS BEARER 1 — f ANGLE BRACING f SECTION a a“ SCALE 110 COMPUTER DIRECTORY X:\JOBS\CT PRJ N PRG\1225 30 LOTS LAKE MAC DRV\DES\STG5\DES\CURRENT DWG:1225 BASE PLAl PRELIMINARY BRIDGE CROSS SECTION B-B FOR APPROVAL NOTE: FINAL BRIDGE DESIGN BY LANDMARK (CONDAMINE WITH TIMBER RAILS) OR EQUIVALENT WITH 3kPa LOADING Sheet 33 of 36 sheets drawing number 1225- 96 XK date 9th SEPTEMBER 2014 J
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Civil, Environmental & Hydraulic Engineers [OCR of page images] Batum—t6¢- Centreline R.L.100.421 / \ 7 “8 BC) Datum 100 Centreline R.L.100.673 LEFT SIDE OF PATH RL 100.68 IS WEIR LEVEL ACROSS PARK Datum 99 Centreline R.L.100.673 TRANSITION FOOTPATH CROSSFALL ZERO TO 1% CHS50.8-CH52.8 es 1 — Datum 98 1 Centreline R.L.100.68 50.800 END |CLEAR SPAN oro I Centreline R.L.100.68 42.000 START; CLEAR SPAN e s Ss Ss 3S x G wv z z S = 3 8 a rR Rese rR ° & 2222] 24] a 28 eS sss=| gs) s s sss e weer] ea] Fi 5 G55 gen gges| st] 5 = Fee Seg see | 28) 8 & $E8 ate t2exxr] x” : = ces be S555) 5! = x eee a aaoa}av . o eos NX a & a aoa Al | TTT slp & (NATURAL SUREAG] < RE E NATURAL SURFACE BI] lw be} | IS Le IS Horiz Curve Data D n Room bin Ca x b 3S, Z ||| 2 bee #) |g ys “4 Sf pes 4 s/f st Vertical Geometry Grade (%) Pe ' ' | Vertical Grade Length (m) § & Lee le & § s x ||} os Res = |az Vertical Curve Length (m) We | ue Vertical Curve Radius (m) Ral]|b3 R7BL419 DATUM R.L.88.000 SSS SSS ES VOLUMES CH22-80 |_CUT ofp o Los (NOT INC. STRIP) FILL 42.438 28.6: Ah NAT. SURFACE ON telgig cisig}g <islla B/SiS\5 SSI5)8 5 zg RSS ]elE] Shea) tay) pm/A|S > ROAD _CENTRELINE [& 5[5/5|5/S/S/s|<|S/s|/S|S|S/s|s|s s CUT / FILL DEPTHISISIS/RIS/S]g SSSR 41S 8/8 SIS/S/S]S/S/S/S]S/E sleisisieisielstsisisisisisieisisielsisielsisia]e DESIGN LEVELS ONels|g/s Slejejele|a|elsla|e/2/B/a]4)]s]efo]=/5 BR] S} 00] 0 FOR] o]ofololofiy|~+|mJaya|alSiSlEfeyays ROAD CENTRELINE [2/S|S/& 2/5/5/8|S|5/5/S/S|S/S/S|S|S/S/S|S|/S/s <- Ney m e!/9 s CHAINAGE sla/SleSlq]_|al&\_|_IR/8)_|S/a/|3)5|_|2/2).|2 ols? malel=|s/sis/s]sisie)als}s/s]2/=/8/5/ 5/3] = LONGITUDINAL SECTION Bridge CL rev \y 20, | o Sa, S S ee Bog Bis BIS RY woe S52. halon 1 Sos O35 az <2 PA? I Datum 99 TRANSITION 1% FOOTPATH 6 Centreline R.L.100.673 CROSSFALL TO ZERO CH40-CH42 40.000 Van 8 8 we Boe S15 oS ‘F695 08, 8) 8 QP Be “SSS . , 1:4 Qa? ly ak [4 I Datum 99 0.5m WIDE SHOULDERS 38 obo Centreline R.L.100.673 AT 5% CROSSFALL : —| 1.50 Vole 8 | 8 Sr 89 S59, 5S Om oe “BSB. | 8 RIGS BPS Q4 2S Jatum 100 Centreline R.L.100.673 TP22.917 1.5m WIDE FOOTPATH TO SEQ STD DRG R-0065 ( Callaghan & Toth ) Civil, Environmental & Hydraulic Engineers PO BOX 2305 NOOSA HEADS 4567 i 8/41 Sunshine Beach Road => Phone 54749081 www.callaghanandtoth.com.cu designed | AH datum AHD DERIVED drawn__| MM PSM. 178243 checked | ADT | Origin (B.M.)_ RL 108.138 approved SURVEYED BY MAX WATTERSON & ASSOCIATES PHONE (07) 54 426 121 ($n project PROPOSED 9 LOT SUBDIVISION AT 55 LAKE MACDONALD DRIVE COOROY — ERINDALE PARK ld _—— Client VALKEV PTY LTD ld ee Or title FOOTBRIDGE & FOOTPATH LONG AND CROSS SECTIONS ——_ rd ee LOT 136 on MCH978 Parish of TEWANTIN County of MARCH NOOSA SHIRE COUNCIL Locality of COOROY 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 |_ ISSUED FOR APPROVAL FILES COMPUTER DIRECTORY X:\JOBS\CT PRJ N PRG\1225 30 LOTS LAKE MAC DRV\DES\STG5\DES\CURRENT DWG:1225 BASE PLAl FOR APPROVAL Sheet 34 of 36 sheets drawing number 1225- 93 XK date 9th SEPTEMBER 2014 J
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Civil, Environmental & Hydraulic Engineers [OCR of page images] ( Callaghan & Toth ) Civil, Environmental & Hydraulic Engineers PO BOX 2305 NOOSA HEADS 4567 i 8/41 Sunshine Beach Road => Phone 54749081 www.callaghanandtoth.com.cu designed [AH datum AHD DERIVED drawn _| MM PSM. 178243 checked | ADT | Origin (B.M.) RL 108.138 approved SURVEYED BY MAX WATTERSON & ASSOCIATES PHONE (07) 54 426 121 ($n project PROPOSED 9 LOT SUBDIVISION AT 55 LAKE MACDONALD DRIVE COOROY — ERINDALE PARK ld _—— Client VALKEV PTY LTD ld ee Or title REAR LOTS RETAINING WALL LONG SECTION CHO - CH140 ——_ rd a 23 35 a a a Sz 239 ses = <= aa a5 -~ a 35 = = LL == z2aa a a5 a3. LOT 136 on MCH978 sy ‘= =Ss ai <Z iad 5 S = ou = =z 25 22a : = es 5=° Séyu 4 = oo 55> Parish of TEWANTIN oO °o ES on °o wu = Ba Ste 55a = 5 Sa zzS County of MARCH So oO —-o ao~ - a o a a 2 ot Be 65> ES EE EES NOOSA SHIRE COUNCIL o as Sos Sao se So Sot . s s 35 ase out Sos “3 Sf6 Locality of COOROY a + sa wes Seu eo o®@ eck 2 3g Gc oe ass ee as ssn = = =s 2 Ue Sau ae ne nas x =2ce ot oa ess x ~ Lo u“S aj Sa == Sd m 5 am mod zee af Zo zz Ss ” Ra oan noth ° = 2 SCALE ae wn “Ss ne Bo 3 in 27 nog = ~“ x Ax ase Ru ce ahem 0.25 5 75 10 125 Meters 25 : . Za 58 See ne 2. Bae ee a ao . = ean - . = avn Sea zi al = Scale SCALE SHOWN IS ORIGINAL DRAWING SCALE a —_ “= GS ca 5x 1:500(A3) 00 NOT SCALE FROM THIS DRAWING __ ee — ao a = Se \ USE ONLY DIMENSIONS PROVIDED — — = a a a_a7 $}—+— TT = = $e + ee REVISIONS Horiz Curve Data - A | ISSUED FOR APPROVAL Vertical Geometry Grade (%) 0% 3.17%. 12.169% -4.445% -225.989% -6.695% -20.346% -3.416% 0.182% -0.238% -69,55390.877% Vertical Curve Length (m) Vertical Curve Radius (m) DATUM_R.L.90.000 2 S s 8 3 S S = FILES NATURAL SURFACE |& m 2 S ° 3 3 S = 2 = = 2 2 Se = COMPUTER DIRECTORY X:\JOBS\CT PRJ N PRG\1225 30 LOTS LAKE MAC CUT / FILL DEPTH 3 2 Q 2 1b z= 2 s IDRV\DES\STG5\DES\CURRENT DWG:1225 BASE PLAI zx Ss a 3 s x Ss wn : = - : = . FOR APPROVAL DESIGN LEVELS ON Js a a & 2 & S a x N oO ™ N = = a ROAD CENTRELINE Ss Ss s 3 s s s s Sheet 35 of 36 sheets CHAINAGE . . . drawing number S a 3 3 g 8 8 2 1225-94 LONGITUDINAL SECTION 12D RTW BOTTOM A XK date 9th SEPTEMBER 2014 J
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Civil, Environmental & Hydraulic Engineers [OCR of page images] PROPOSED BOTTOM OF WALL NATURAL SURFACE 5 5 5 xs a a = 2 33 s 5 = u = = ys aid °o fe 5 8 z 5 8 Ee = aE os S a -& a 2s Se 2 ce gs a8 e 2&8 = 5 5 ze 35 5 - 2 z= & z bn 2 re o 45 2m 3 28 2 8 5 zz . : x G ~ a a a Horiz Curve Data , ——— = Vertical Geometry Grade (%) -0.877% -4.337% -1.746% 0% Vertical Curve Length (m) Vertical Curve Radius (m) DATUM_R.L.90.000 + oe a a m oa = = NATURAL SURFACE J& x m 3 & a ~ a = = s s = = = 2 2 S o ™ es 5 CUT / FILL DEPTH [e@ 8 2 s Ss 4 s s s s s 1 1 1 i DESIGN LEVELS ON a & 8 2 e 3 : = Ss ROAD CENTRELINE | S = = = un 2 s CHAINAGE 3 2 s S eS = z= 2 2 8 Sy LONGITUDINAL SECTION 12D RTW BOTTOM ( Callaghan & Toth ) Civil, Environmental & Hydraulic Engineers PO BOX 2305 NOOSA HEADS 4567 i 8/41 Sunshine Beach Road => Phone 54749081 www.callaghanandtoth.com.cu designed [AH datum AHD DERIVED drawn__| MM PSM. 178243 checked | ADT | Origin (B.M.) RL 108.138 approved SURVEYED BY MAX WATTERSON & ASSOCIATES PHONE (07) 54 426 121 ($n project PROPOSED 9 LOT SUBDIVISION AT 55 LAKE MACDONALD DRIVE COOROY — ERINDALE PARK ld _—— Client VALKEV PTY LTD ld ee Or title REAR LOTS RETAINING WALL LONG SECTION CH140 — END ——_ rd ee LOT 136 on MCH978 Parish of TEWANTIN County of MARCH NOOSA SHIRE COUNCIL Locality of COOROY Nn ————— SCALE 0.25 5 75 10 125 Meters 25 Se scale SCALE SHOWN IS ORIGINAL DRAWING SCALE. 1:500(A3) DO_NOT SCALE FROM THIS DRAWING USE ONLY DIMENSIONS PROVIDED REVISIONS A | ISSUED FOR APPROVAL FILES COMPUTER DIRECTORY X:\JOBS\CT PRJ N PRG\1225 30 LOTS LAKE MAC DRV\DES\STG5\DES\CURRENT DWG:1225 BASE PLAl FOR APPROVAL Sheet 36 of 36 sheets drawing number 1225-95 XK date 9th SEPTEMBER 2014 J