Response to Council's Information Request · MCU14/0077

 

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PROVIDE

BUNDED BIN
C a ( CP oc DOWN AS
— PER DETAIL

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EXISTING FIELD INLET
900x900 % REFER VDM
SL4.565
IL2.554
MAKLE GOOD TO BE THE BIO
RETENTION SYSTEM BYPASS
CHAMBER. REFER DETAIL

   

 

   

 

NG
STORMWATER PIPE
3
USIL2.554

O\o
PROVIDE) 240! WI
TRENCHOGRATE AND
DISCHARBE DIRECTLY
TO \"\

 

 

 

 

 

 

\ TOP—OF BIO
RETENTION BASIN
EXISTING MANHOLE 5 D
_ 8% REFER VDM QO
SL 4.075 O°
w 1LO.750 DS
\! \A/ \ i
> \ C ryiVewa V XISTING HCB ec Ve
p \ LEVELS TO BE CONFIRMED O
foe 1L3.523 1L3.256 oO
» cos. J.0-8. Ss Ss a, Ss Ss
AS
v oO: #100 upvc” s OS
a | +O
ai driveway we
O 17 16 5
°
w bol age GOOD
Cc SURFACE LEVEL OF
= 9100uPVC-———>] MANHOLE TO MATCH
shored NEW DRIVEWAY
ZONE
ORG WITH
HC OVER XY
C }100uPVC 1:60

 

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warehouse

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Po
Opening ORG W/ HC OVER
C/xe
trade related
——$¢100
= _ ‘ yA TD power
< t L£ f » ~ - - plumbing
SO sink —] avelll nig } Lloyv! ol 5 s| Cc f£ re tucker
room {4 Tee Le XI CSK]} O Ice box
Lifcom4 LI Cyt ewe PF
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FOR PLUMBING REQUIREMENTS
COORDINATE WITH SUPPLIER.

 

 

 

 

EXISTING SEWER

 

@150uPVC cl12

 

 

 

 

Ss
sss,

 

 

 

 

 

 

 

 

GROUND
LEVEL

CHARGE PIPE IN ACCORDANCE

W/ AS3500.2:2003

OVER FLOW RELIEF
GULLY (ORG)

75 MIN.

 

150 MIN. TO LOWEST FIXTURE

 

OVER FLOW RELIEF GULLY

 

  

 

 

WASTE PIPE

/

 

    

MINIMUM OVER FLOW _ RELIEF

GULLY (ORG) CLEARANCE

disabled

(P)——#50 TO ATMOSPHERE

UPVC bolted
trap screw

 

 

 

 

Depth as required

 

 

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.

 

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Fall Ines Fall

 

 

300

 

 

 

1000

 

1200
100

200 Tt 00

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Grade W12144/12
Floor drain to strainer

Bucket on
Strainer

 

PROPOSED BUNDED

WASH DOWN DETAIL

Scale 1:50

rm Hinged grate

fp

Strainer To Sewer

Ground level

 

condary

#100

Thrust block

 

 

 

EXTERNAL
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

BNEW ARCHITECTURAL LAYOUT; RESPONSE TO RFI

Description Date

15-10-14

 

 

 

 

A NEW ARCHITECTURAL LAYOUT 11-09-14
Issue Notes Date
For Development Approval X 21-05-14
For Building Approva x 21-05-14
For Tender
For Construction
As Constructed
E Hydraulic 3:
— . . Y
contact: Reinhold Koenning MiEAust RPEQ No 7023
PO Box 181
Moffat Beach, QLD, 4551 AHSCA
email: [email protected]
PH: (07) 5491 4333. FX: (07) 5491 4233
CLIENT :
WILSON CLARK CONSTRUCTIONS
ARCHITECT :
LL COOL ARCHITECTURE J
(PRosect: 10/100 RENE STREET Y
NOOSAVILLE
DRAWING TITLE:
\
SANITARY
DRAINAGE M)
Design AnH. Checked (Ch. Date 21-05-14 Dwg. No. AMD.
\ Scale: 1: 100 ON At UNO. 3 Of 4 2864—-H3 B)

 

 

RPD:—

LOT 10 SP 230643