Collated Planning Report · MCU14/0077

 

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EXISTING FIELD INLET

  
  

 

 

 

 

 

 

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1200
100

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rm Hinged grate

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exisTtin tree
Q 900X900 % REFER VDM
street rors
: : MAKLE GOOD TO BE THE BIO
exis tin Q tree RETENTION SYSTEM BYPASS
CHAMBER. REFER DETAIL
street
tree NG
STORMWATER PIPE
3
Re USIL2.554
| ‘
\
10
9g
8 w\s
1L3.900 7 "
5
5
4 EXISTING MANHOLE
5 % REFER VDM
SL 4.075
2
PROVIDE —a ——+ 100uPVC IL0.750 ' >
BUNDED BIN ‘ xistIne HéBX YG
bee DERM Ss 5 LEVELS TO BE CONFIRMED
J no70 1L3.523 . 1L3.256
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warehouse
wy \ age GOOD
< |] < % SURFACE LEVEL OF
a S| = MANHOLE TO MATCH
56.42 | NEW DRIVEWAY
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/ ——9100uPVC 1:60
flr
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opening
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fover a EXISTING SEWER
y ~\ @150uPVC cl12
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type 1 | type 4 T
FFL5.100 FFLS.100 FFLS.100 flexi desk
warehouse trade related sales showroom
EI le
KX aS
PROVIDE #100 cave t
VENTED SUB :
BRANCH WITH 4 Ysobled we
UPSTREAM c.0.s. So
TO ALLOW FOR / ———
FUTURE FITOUT ie circulation
space
staff
[a= sink room | ii Fw
950 TO ATMOSPHERE —= (“PY ° power! A ewe
coms «—I|L4.500 INC = —
C.0.s. &. wc. we
OVER FLOW RELIEF
GULLY (ORG) UPVC bolted
150 MIN. TO LOWEST FIXTURE [™ screw
[Fe eis .
TD
2
5
GROUND OVER FLOW RELIEF GULLY 8
LEVEL o
5
s
o
a

WASTE PIPE

CHARGE PIPE IN ACCORDANCE

W/ AS3500.2:2003

 

 

 

MINIMUM OVER FLOW _ RELIEF

GULLY (ORG) CLEARANCE

  

 

CO/IO TO SURFACE
NTS

1. All pipework 100 unless noted otherwise

2. All concrete surround grade N20

3. Provide the principal with accurate records
of i.o.s. locations upon completion.

 

| L£ Secondary
Grade W12144/12 Strainer To Sewer
Floor drain to strainer

Bucket on
Strainer

PROPOSED BUNDED EXTERNAL
WASH DOWN DETAIL
Scale 1:50

 

 

fp

 

 

    
 
 
   

 

#100

 

Thrust block

 

 

 

FIXTURE DISCHARGE
PIPE DIA.
Bth 40
Bn 40
Shr 50
WC 100
Sk 50
LT 50
Safe tray 50
FW 65 uno
100 under
ground

 

 

DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
FOR ASSESSMENT, TENDERING AND CONSTRUCTION.

 

[Amd Description Date

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

A NEW ARCHITECTURAL LAYOUT 11-09-14
Issue Notes Date
For Development Approval] X 21-05-14
For Building Approval x 21-05-14
For Tender
For Construction
As Constructed
E Hydraulic 3:
— Y
contact: Reinhold Koenning MiEAust RPEQ No 7023
Moffat Beach, QLD, 4551 AHSCA

email: [email protected]

PH: (07) 5491 4333 FX: (07) 5491 4233

 

 

 

 

 

 

 

CLIENT :
WILSON CLARK CONSTRUCTIONS
ARCHITECT :
S COOL ARCHITECTURE J
(PRosect: 10/100 RENE STREET Y
NOOSAVILLE
DRAWING TITLE:
\
SANITARY
DRAINAGE M)
Design RH, Checked | Cro [Date 21-05-14 | Dwg, No. AMD.
\ Scale: 1: 100 oN At UNo.| 3 of 4 2864—-H3 AJ

 

 

 

 

RPD:— LOT 10 SP 230643