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Attachment A - Staging plans · MCU13/0211.02

Attached to the e-mail Change to DA (Permit Staging) - MCU13/0211.02, REC13/0136.02 & OPW15/0185.03.

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        Callaghan & Toth
          Civil, Environmental &
          Hydraulic Engineers
F




    T


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LEGEND: Callaghan & Toth )
) KERB INLET SEDIMENT TRAP TO IPWEAQ DO0041 OR GULLY Civil, Environmental &
SEDIMENT BAG INSERT REQUIRED DURING CONSTRUCTION Hydraulic Engineers
PO BOX 2305
NOOSA HEADS 4567
7 i! 8/41 Sunshine Beach Road
4 = Phone 54749081
\ PLAN INDEX www.callaghanenctot.com.cu
i . 0619-4 C. SITE PLAN sessed wr datum AAD
t 0619-5  C OPERATIONAL WORKS DETAIL PLAN 1 checked PAH TT Origin (8m) fo 7
\ 0619-6 C OPERATIONAL WORKS DETAIL PLAN 2
| Ln DP = le 0619-7 C LONGITUDINAL SECTION
\ | x Fe S 0619-8 C CROSS SECTIONS Spproved
soe * JONES FLINT & PKE
TYE °
| | Sa, 8 a i PHONE 54432500
=< DS
| vee e \® 8 REFERENCE DRAWINGS (aa
I 3 ge projec
\ I D «6 3 o @ IPWEAQ DS-040 SEDIMENT CONTROL— SEDIMENT FENCE—ENTRY/EIT SEDIMENT TRAP
| | * IPWEAQ DS-041 SEDIMENT CONTROL—SEDIMENT CONTROL DEVICES KERB & FIELD PROPOSED ROAD WIDENING
| | 9 3 INLETS CHECK DAMS & STRAW BALES, FOR UNIT DEVELOPMENT AT
| a MCH3881 MCH3881 IPWEAQ RS-050 RESIDENTIAL DRIVEWAYS — PLAN 2 OF 2
| a = A IPWEAQ RS-051 DRIVEWAYS HEAVY DUTY VEHICLE CROSSING 128-132 GYMPIE TERRACE
| 1 2 a IPWEAQ RS-065 PATHWAYS CONCRETE PATHWAYS CONSTRUCTION DETAILS
— 1 7] M 2 IPWEAQ RS—080 KERB & CHANNEL PROFILE AND DIMENSIONS INCLUDING EDGE #!_THCRFOCFOFOFCOFOCHFCOHOEHtwY
| | 8 ° wanes cHsee S RESTRAINTS, MEDIAN & CHANNEL (_ ‘
| I 8 B IPWEAQ RS-100 PUBLIC UTILITIES TYPICAL SERVICE CORRIDORS AND ALIGNMENTS Client
| Os e a 8 e IPWEAQ RS-140  SUBSOIL DRAINS DETAILS AND LOCATIOUS
| = ° 5 NC OLIVER PROPERTIES PTY LTD
l i e NCE L
pore fed S ° ‘
| ~~ la STAGE. \ 2 8 \A =~
| ,
all 3 z° 8 a gi a= ttle
| | °° @ 8 be eee SITE PLAN &
: Be at
Poof 1 LES z SEDIMENT/EROSION CONTROL
|
| _— Ro
a 2
—
oo = =
Fe LOTS 1 2 3 & 9 on MCH3881
xe
ae .
ee Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
SEDIMENT & EROSION CONTROL CHECK LIST Locality of NOOSAMILLE
ISSUE MANAGEMENT COMMITMENT Mm _ —_
5S a
OBJECTIVE / TARGET Comply with all statutory regulations and maintain them SCALE
during earthworks/construction.Do not cause Enviromental 0.25 5 75 10 129 Meters 25
Harm. Keep TSS below target of 50mg/I
scale
MANAGEMENT STRATEGY | Foreman to identify and check direction of storm water 1:500(A3) DO NOT SCALE FROM TMS DRAWING Sone
flows. Provide diversion drains shown on the plan to divert KRUSE ONLY MENSIONS PROD
clean water flows away from disturbed areas.
Stage disturbance to mininise sed runoff & rill erosion. REVISIONS
Capture and treat turbid runoff before release to stream. =
FOR APPROVAL
TASKS / ACTIONS Erect diversions, barriers & traps as shown on the plans = REVISED STORMWATER CONNECTION
: before commencing earthworks or drainage improvements. ©] STAGING PLAN
) " Cover disturbed areas with turf/mulch as soon as possible &
Al der David Toth 069 stage works to mininise exposer time.
exander Vavi 0
SITE OF NAME RPEQ PERFORMANCE Foreman to check that diversions, barrierrs and weirs are
WORKS 7 INDICATORS trapping the flows after rain. Ensure no bypass of sediment FILES
occurs. Ensure TSS target of 50mg/I up to 1 in 10 storm is
2 28/03/19 not _exceeded. COMPUTER DIRECTORY
eens SIGNED DATE FREQUENCY / DEADLINE] Foreman shall monitor & repair after every storm until grass is CAKEAYS \WOBS\0619\..
Me ropes “ 80% established. Sediment shall be removed before it reaches
Se , q : 5 Ti ; 600mm below basin spillway, orotherwise 100mm below weir. FOR APPROVAL
— i RESPONSIBLE PERSON J] The Principal Contractors foreman shall be
iat fot responsible for inspections. sheet 5 sheet
5 3 1
3 a at ; REPORTING / REVIEW Foreman to keep a report of barrier repairs. Sample overflow — - —
a Hn) from dams after 25mm of rain in one day. Discuss rowing numper
2 ea ammendments required with superintendent if TSS is over the 06 1 9-04
i © target.
SITE LOCATION <PLANN.T.S. i fon, a CORRECTIVE ACTIONS Foreman is to repair any damaged barriers daily. c
3 < : Ammend structures as required to achieve the target TSS. XQ date 25th MARCH 2019 yy,
Full text of the other 6 pages

Page 2

Callaghan & Toth
  Civil, Environmental &
  Hydraulic Engineers


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PONT] EASTING NORTHING LEVEL DESCRIPTION LEGEND: ( ~\
1 258.400 166.134 1001 UIP KERB & CHANNEL — EXISTING OVERHEAD POWER STAGE 1 300mm WIDE 25mm AC SURFACING Callaghan & Toth
2 260.336 165,630 1122 END TAPER [a REFER TO PLAN 0619-7 FOR GRAVEL SPECIFICATION Civil, Envi 1 &
3 270.169 165.630 1320 END DRIVEWAY AT BOUNDARY. ©) TOPSOIL (751 DEEP) FERTILIZE & TURF VERGE Hed Ly th Eeuinens
4 210.412 159.630 1320 END DRIVEWAY AT BOUNDARY EXISTING TREE vuvy mm 1s ydraulic Engineers
5 760.408 159.630 172 END TAPER ALL DISTURBED AREAS OTHER THAN LANDSCAPED GARDEN Po 8x 230
6 258.468 159.330 1035 LIP_ KERB & CHANNEL NOOSA HEADS 4
1 755,353 159.330 1.088 TPR? 4 EXISTING CONCRETE DRIVEWAY OR PATH STAGE 2 PROPOSED BARRIER TYPE KERB & CHANNEL WITH SEEPAGE i 8/41 Sunshine Beach Rood
g 253.415 158.018 1110 TPR? END KERB 4. UNDER TO IPWEAQ STD DWG'S RS-080 & RS-140 =] ver cata Sh 74061
\ 02 9. PROPOSED FINISH SURFACE LEVEL WITH - -
| | a 62 SEIOUT PONT NUMBER | SAE | PROPOSED SEMMOUNTABLE KERB SS TO IPWEAQ STD Geared OT] datum TD
i ! 6, drawn__| IN PSM. 75737
\ 109? NATURAL SURFACE LEVEL STAGE 1 NEW FOOTPATH TO IPWEAQ STD DRG RS—065 TO WIDTHS checked [AH | Origin (BM) RL 1.455
| APPROXIMATE TELSTRA LOCATION AS PER PLAN
\ 8 —_ T—_ 4
! CONFIRM BEFORE EXCAVATION [___] STAGE 1 ACCESS DRIVEWAY 6m WIDE TO IPWEAQ STD DWG 50 & 51 | PERRET
__———_—
a \ \ S JONES FLINT & PIKE
i | ae LC STAGE 1 INTERNAL DRIVEWAY TO ARCHITECTS DETAILS PHONE 54432500
hd ° O
! _ La
\ 7 STAGE 2 NEW FOOTPATH TO IPWEAQ STD DRG RS—065 TO WIDTHS ‘ect
| eee A964 = oe PROPOSED ROAD WIDENING
1 k === L = 4.964
ff P I GRADE = 1% as STAGE 2 ACCESS DRIVEWAY 6m WIDE TO IPWEAQ STD DWG 50 & 51 FOR UNIT DEVELOPMENT AT
| 128-132 GYMPIE TERRACE
! 1! INSPECTION CHAWBER AS PER & (II stice 2 inTeRNaL oRIveway TO ARCHITECTS DETALS
| | CONSTRUCTION HYDRAULIC PLAN DETAIL. . \ )
| | [> [ns 1.079 w ———owe—
hy | ——EX FIELD INLET PIT @ Client
N | GRATE 0.986 ee
PIT IL 0.266 = PERTIES PTY LTD
| | NEW PIPE IL 0.511 = 3 9 NC OLIVER PRO
8
iI 7! 2” MCH3881
i! | LOWER TELSTRA IF NECESSARY 8
- . OX 3 - ( )
| oes 0.48 KPPR L, | INTERLOT DRAINAGE AS PER ‘CONSTRUCTION title
| Vy WATER MAIN] | = HYDRAULIC’ SITE STORM WATER OPERATIONAL 2 co] | OPERATIONAL WORKS DETAIL
| ' OBVERT 0.27 WORKS PLAN 1451-0-2 =|} PLAN 1
i | 150mm CLEAR x o MCH3881 MCH3881 =
KD
! | 8 6 a
(—_—_———<<eeeeee—e—v——*
st w r ld
| | ' = = o & n
| ' PROPOSED NEW UNITS DRIVEWAY
| REFER TO REINMAC CIVIL
1 | ——_ o 3 Q DRAWINGS 25908-C1 TO C2 & LOTS 1 2 3 & 9 on MCH3881
| | FOR DETAILS .
| o oO Parish of TEWANTIN
! —— <| 7 County of MARCH
| tal INVERT AND 6m WIDE ACCESS Q NOOSA SHIRE COUNCIL
I im ,
i | —F 8 TO IPWEAQ STD DWG RS-051 2 Locality of NOOSAVILLE
! Q WITH TAPERS AS SHOWN. INE LN )
| = r----,{,..---_
| ————— STAGE i SCALE
7, {I | & 0 1.25 2.53.75 5 6.25 Meters 12.8
|) I \ ro)
I a
| OT o scale SCALE SHOWN IS ORIGINAL DRAWING SCALE
= 1:250(A3) DO NOT SCALE FROM THIS DRAWING
| ' oS USE ONLY DIMENSIONS PROVIDED
REVISIONS
i | 4 02 4 03
' | 01 rT
- | | ‘A [FOR APPROVAL
| pope & | REVISED STORMWATER CONNECTION
i is e C | STAGING PLAN
I en REMOVE FOR STAGE 2
| ‘ < <I Ge
| == rs ee 2.50 TAPER
O76 REFER TO HYDRAULICS PLANS
15 vo iq FOR GRATE DETAILS FILES
(, a) a v
¥ oS = Xo, “g ‘ |,“ ____—. 9.81 COMPUTER DIRECTORY
eS Ry = voov YW NY C:\KEAYS\JOBS\06109\....
1 My Y
SWWH y 4| FOR APPROVAL
REMOVE GARDEN & ee
Alexander David Toth 069 REPLACE WITH. TURF Ee
NAME RPEQ ee Sheet 2 of 5. sheets
ee a drawing number
—
msi ee i 0619-05
SIGNED DATE ie ° = os _ Cc
i 7 _ a = ExT WIDE BIKEWAY 2m WIDE BKEWAY TOIPWEAQ sn TURF ALL DISTURBED Al | tC date 25th MARCH 2019 )

Page 3

T
    Callaghan & Toth
      Civil, Environmental &
      Hydraulic Engineers


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SMH =| ;
@ Alexander David Toth 6069 Callaghan & Toth )
NAME RPEQ . .
& Q Civil, Environmental &
Hydraulic Engineers
UN
oe) @ Ge 28/03/19 PO BOX 2305
NOOSA HEADS 4567
i) ie) &S SIGNED DATE i! 8/41 Sunshine Beach Road
o o = Phone 54749081
| | www.callaghanandtoth.com.au
designed [ADI] datum AND
N 9 5 2 drawn_| IN PSM 75737
checked AH Origin (B.M.) RL 1.433
3 H3831 MCH3881
g approved
PROPOSED NEW UNITS DRIVEWAY SURVEYED BY
{ 9 REFER TO REINMAC CML Q * JONES FLINT & PIKE
lo DRAWINGS 25908-C1 TO C2 PHONE 54432500
FOR DETAILS
=z (———=_—_——e\
z 5 a MCH3881 MCH3881 e paket
a
by oS & = PROPOSED ROAD WIDENING
n FOR UNIT DEVELOPMENT AT
5 6 oS ae 3 128-132 GYMPIE TERRACE
oe 2 REPLACE. PIT $Y
QO LINTEL & PRECAST —STTT
oe 10 SURROUND Client
wi
4.800
| & KEN NC OLIVER PROPERTIES PTY LTD
eu PROVIDE 300mm
opt 2 peer B10 & 63 2 CLEARANCE TO
bs FROM 2g 50m NEW PATH ee
sTace_1 avn 80 REMOVE GARDEN r \
a5en NO & REPLACE WITH 7 | [tite
o “/ «Lure a“ OPERATIONAL WORKS DETAIL
o @ PLAN 2
a
e wine 34.00" TT
QD) o3 pIKEWAY 2.0
Z LOTS 1 2 3 & 9 on MCH3881
REMOVE GARDEN
& REPLACE WITH .
TURF <2 Parish of TEWANTIN
oye County of MARCH
Lt 7 AW
M 2.50 TAPER 5 oe NOOSA SHIRE COUNCIL
> 4n8t - SE = w Locality of NOOSAVILLE
v a i 3 3] — | REMOVE DRIVEWAY & \ )
FE > 8 _ REINSTATE WHITE CENTRE oF
voy WwW NY 4 Ae a o _— LINE IN FRONT OF ee SCALE
V eS ~ 2, - REMOVED DRIVEWAY ae
TEE S o _ Sa 012 25 575 5 005 Wes 12
ei = So oe es
wo oO i
= ‘oO ” — scale
PROVIDE Soom Zs A — ' BLANK OUT WHITE ae ° 1:250(43) 0-NOF SOME FROM. THS DRAWING
CLEARANCE TO <e SN _ CENTRE LINE IN FRONT _— oe a USE ONLY DIMENSIONS PROVIDED
NEW PATH aa STAGE. - OF NEW DRIVEWAY ae =
eS — REMOVE DRIVEWAY & = — REVISIONS
e, ae 2 a __FREPLACE KERB REINSTATE WHITE CENTRE. LINE ee INVERT AND 6m WIDE ACCESS
a 3 \ - & CHANNEL IN_FRONT OF DRIVEWAY eS TO IPWEAQ STD DWG RS-051 A | FOR APPROVAL
ae= — _ = a SF WITH TAPERS AS SHOWN. & [REVISED STORMWATER CONNECTION
_
See oe a eee —  [_ STAGING PLAN
- =<
— %, __ a
7 nae
PEGLINE SETOUT DETAILS 6 ae
_
CH EASTING | NORTHING ee — FILES
_
0.000 | X= 290.971] Y= 152.002 eee COMPUTER DIRECTORY
5.000 X= 295.702 = 153.651 _ ae IC:\KEAYS\JOBS\0619\...
10.000] X= 300.472] Y= 155.159 ed
15.000| X= 305.296] Y= 156.474 ee
20.000} X= 310.125] Y= 157.772 La FOR APPROVAL
25.000} X= 314.948] Y= 159.091
30.000} X= 319.769] Y= 160.418
35.000 | X= 324.589) Y= 161.746 Sheet 3 of 5. sheets
40.000} X= 329.426] Y= 163.015 -
45.000| X= 334.248| Y= 164.338 grawing number
50.000} X= 339.064] Y= 165.682 0619-06
55.000] X= 343.880] Y= 167.026 re
55.281 | X= 344.120] Y= 167.095
60.000 | X= 348.695] Y= _168.371 \ date 25th MARCH 2019 yy,

Page 4

Callaghan & Toth
  Civil, Environmental &
  Hydraulic Engineers


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Callaghan & Toth
PAVEMENT DESIGN Civil, Environmental &
HILTON TERRACE, COLLECTOR STREET, Hydraulic Engineers
USE COLLECTOR ESA’S AT 3.0x10°5 * Alexander David Toth 069 woost eee 2398
25mm AC SURFACING NAME , RPEQ i! 8/41 Sunshine Beach Road
11 litre per sq metre bitumen prime ep. =I www.calla ne a8
100mm BASE COURSE GRAVEL TYPE 2.2 CBR60 - 2 ¥ ~ 28/03/19 ane TT a — —
100mm SUBBASE GRAVEL TYPE 2.3 CBR40 rr DATE ion HN atu
100mm CBR 15 ¢SUBJECT TO TESTING AT SUBGRADE LEVEL) rown . PSM 75737
checked} AH Origin (B.M.) RL 1.433
Existing asphalt
[200mm = surfacing to be approved
sawcut to allow SURVEYED BY
new asphalt to JONES FLINT & PIKE
overlap existing PHONE 54432500
gravel.
ss
project
PROPOSED ROAD WIDENING
FOR UNIT DEVELOPMENT AT
CONNECTION TO EXISTING PAVEMENT DETAIL 128-132 GYMPIE TERRACE
MD)
_—————
Client
NC OLIVER PROPERTIES PTY LTD
NEW BARRIER K&C WITH 450mm CHANNEL WIDTH '
)
3
oO
———
= z title
_ 5 HILTON TERRACE PEG LINE
& e STAGE. 2
a oi LONGITUDINAL SECTION
3 5 KM
; 6 ———o_
& _ 2
a
TOP OF NEW KERB
3 LOTS 1 2 3 & 9 on MCH3881
EXISTING CHANNEL LIP TOP OF EXISTING KERB B PEG LINE
9 .
NEW CHANNEL LIP e Parish of TEWANTIN
3 County of MARCH
NOOSA SHIRE COUNCIL
__ el RR me [tr Locality of NOOSAVILLE
Dr enn renee te Fn TS
ss
SCALE
0 125 25575 5 020 Teles 725}
scale
po nn sg am ors as SO
ERT 1:250(AS, USE ONLY DIMENSIONS PROVIDED
REVISIONS
A | FOR APPROVAL
B | REVISED STORMWATER CONNECTION
DATUM RL. 0.00 C | STAGING PLAN
8 2 3 Re 8 3 & 3 < & & =
= a uy uN u u a 0 au uy a oO 4
Back OF g =) <o30n  ] xa30z, 7] xa30n,  ] cazom =] atom =| 020% =| ae0% =| 040m =] 0.40% =| etext] 20% =
C \
LEVELS 5 sy 8 8 8 8 £ 2 g 3 8 g g 2 ms
is a a a a u a u a a ro ou oO ”
zs 7 <0.42% 7 <0s0Z “| <0.24% “| (0.24% “| <0,00% “| <0,00% “) <014% “| 0,40%> =) 0.20%> =} 0.60% “) <e16% “} <120% - COMPUTER DIRECTORY
IC: \KEAYS\JOBS\0619\...
> g 8 8 B e 2 g 8 g e S 8
LIP LEVEL é 3 a a 3 a a 3 a 3 a g q
PEG LINE SURFACE 2 8 S 3 w o g > 2 5 2 a 2 FOR APPROVAL
LEVELS a 3 a 3 a 3 a 3 a a 3 x x 8
PEGCED o a 2 o — Sheet 4 of 5 sheets
gs sg 8 3 s s s s s s s 3 & 3g 7
CHAINAGE 3 5 S a z 4 3 a 3 3 z 8 8 3 0619- 07
Cc
\ date 25th MARCH 2019 yy,

Page 5

Callaghan & Toth
  Civil, Environmental &
  Hydraulic Engineers


[OCR of page images]
 

 

 

Callaghan & Toth )

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Alexander David Toth 6069 Civil, Environmental &
NAME , RPEQ Hydraulic Engineers
PO BOX 2305
NOOSA HEADS 4567
28/03/19 i! 8/41 Sunshine Beach Road
=] Phone 54749081
SIGNED DATE www.callaghanandtoth.com.cu
designed [ADT | datum AHD
a PSM. 75737
checked _| AH Origin (BM.) RL 1.433
4 <3.6% oe
ad a TTT TT a approved
SURVEYED BY
JONES FLINT & PIKE

PHONE 54432500

BE VAM
project

PROPOSED ROAD WIDENING
FOR UNIT DEVELOPMENT AT
128-132 GYMPIE TERRACE

$$ dS
(_

Client

 

CH20.00 |

 

a Mm - CHD5.00 NC OLIVER PROPERTIES PTY LTD

Los

I LC )
RL_0.00
aie ag pe ———
title

HILTON TERRACE
STAGE 2
CROSS SECTIONS

33%
—$ ———

LOTS 1 2 3 & 9 on MCH3881

Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL

Locality of NOOSAVILLE
DS
_——— a’

 

 

 

 

Poe SCALE
0.05 1°15 2 25 Meters 5
NEW BARRIER KERB scale
SCALE SHOWN IS ORIGINAL DRAWING SCALE

(450 CHANNEL) TO 1:100(A3) — DO_NOT SCALE FROM THIS DRAWING

 

 

 

 

 

 

 

 

 

 

 

IPWEAQ STD DWG USE ONLY DIMENSIONS PROVIDED
RS-080
—— 20% SSH CH40.00
SIDE DRAIN TO TSS “Das REVISIONS
IPWEAQ STD | -
DWG _RS-140
RL 0.00 A | FOR APPROVAL
le ee B | REVISED STORMWATER CONNECTION
CHO.00 © | STAGING PLAN
wy
=
2
“ FILES

 

 

 

COMPUTER DIRECTORY
CH35.00 IC:\KEAYS\JOBS\0619\...

FOR APPROVAL

Sheet 5 of 5 sheets
drawing number

0619- 08
\ date 25th MARCH 2019 yy,

 

 

 

PEG LINE

Page 6

                           Construction Hydraulic
                               Building Service Engineers




Callaghan & Toth
  Civil, Environmental &
  Hydraulic Engineers

Page 7

Construction Hydraulic
    Building Service Engineers


[OCR of page images]
 

 

 

 

 

 

 

 

 

300

1000

 

100
PA

 

200

 

 

 

Grade W12144/12
Floor drain to strainer

Bucket on

“foo

Strainer

1200

inched grate
Ground level

 

 

_

Secondary

 

 

 

Strainer To Sewer

 

 

 

~100

Thrust block

PROPOSED BUNDED EXTERNAL
WASH DOWN DETAIL CONNECT TO SEWER

 

Scale 1:50

SL approx 1.150

225W Trench Grate

 

~150

 

 

"Fox” Gross
Pollutant Trap

 

 

 

 

 

 

TRENCH GRATE & “FOX” GROSS
POLLUTANT TRAP DETAIL

 

 
  
 

 

 

3S

Existir Ive sD
ae

G

ww

 

 

 

 

 

 

 

 

150

SECTION A — A

 

 

New concrete
Inlet with
scour protection

discharge
to Noosa

SL1.140
ri

   
    
          
  

~300

   

1L0.530 ‘| 1L0.450

NEW_IC_ INSPECTION CHAMBER

Pollution Control Management Plan (PCMP):

1. To be responsibility of Management

2. To list all in flow filtering devices like leaf eaters
at DP’s and other filters

3. To keep and maintain a log of cleaning

4. To clean devices including first flush storage tank
—as to manufactures specification
—minimum quarterly, but monthly in rainy season
—after each major rainfall event

5. To inspect and clean tanks minimum once yearly

6. To install and maintain pump and fixtures for
reuse/watering/irrigation as to manufactures specification

 

 

Pollutant Efficiency Rating Device
Litter 80-100% VH Fl, Fox
Organic 80—100% VH Fl, Fox
Coarse Sediment 80—100% VH Fl, Fox
Fine Sediment 60-80% H Fl, Fox
Free Oil & Grease] 60-80% H Infiltration
Nutrients (N&P) 40-80% M-H Infiltration

 

 

 

 

 

 

POLLUTION CONTROL SCHEME

Grated lid

 

~375

 

 

ILO.450

Chamber to be
inspected & cleaned:

min ev. 3 mths.
monthly Oct.—Feb.
after each major rainfall

 

 

 

 

 

 

 

 

 

 

 

 

   
 

 

€ [Outlet to Callaghan & Toth Plan 0619—05C 25-03-19
SCHEMATIC A_Infiltration deleted 27-04-06
NTS | )
| x 23-11-05
|
|
4 >)
nee hecaiwal NeW ~375 discharge Building Service Engineers PH: 5444 8645
‘om proposed development
CONTACT: Reinhold Koenning
min 5No ">>
raoaty, Iss K CUENT :
150x150x50__f Ty |epi«“4000 NC OLIVER PROPERTIES PTY LTD
natural bank iy re) ARCHITECT :
a e Ny MIDDAP DITCHFIELD PTY LTD /
, isti Ls (PROJECT: Y
River Existing Fe sti PROPOSED UNIT DEVELOPMENT
open channel F900 Grain’ ‘open channel HILTON TERRACE
OLA “ Existing 900x900 NOOSAVILLE
a en culvert DRAWING TITLE:
natural b |
A .
bitumen GENERAL NOTES &
Mill Street DETAILS
I
Grassed area
DETAIL DISCHARGE TO OPEN
CHANNEL 22-11-05
q 1 or 3 1451-0-1C]

 

 

[ RPD:— Lots 1, 2, 3 & 9 MCH3881

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Attachment A - Staging plans.pdfRelated documentApplication case desk ↗

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