Response to Council's Information Request · MCU14/0077

 

 

 

 

C

= |

existing
street
tree

exis ting
street

tree

 

 

 

—_
cr CS

exis ting

stre

existing t
street
tree

path
Continues

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

    

 

STORMWATER PIPE

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

 

 

ORG WITH
HC OVER XY

 

 

S) fA

 

 

 

 

type |
warehouse

tr

 

 

 

 

 

ORG W/ HC OVER

——#100

 

 

 

 

 

 

 

 

 

 

 

bce related

 

 

 

 

 

fi

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

flexi desk] of Fice

 

 

 

 

 

 

 

\ TOP-OF BIO
RETENTION BASIN
EXISTING MANHOLE 5 D
4 5 REFER VDM Q
» SL 4.075 Oo
PROVIDE or ol v JeEWO ee Oo a
BUNDED BIN ~ \ | W VY XISTING_HCB ss
Ce oc DOWN AS \ ~ , LEVELS TO BE CONFIRMED <
PER DETAIL Pp O
fee 5.525 Oo
wy c.O.S. S N ss
OC] “5 on U #100 pvc” O° ° °
O Open « " 8
oO
OUS ! LC Q
Oge~ “ drive M<
7 / 16 S
O + °
w bol \ age GOOD
c SURFACE LEVEL OF
= ¢100uPVC-———=> MANHOLE TO MATCH
share NEW DRIVEWAY
ZONE

 

EXISTING SEWER

 

@150uPVC cl12

 

 

 

 

 

Ss
sss,

 

 

 

 

 

 

 

CHARGE PIPE IN ACCORDANCE
W/ AS3500.2:2003

 

OVER FLOW RELIEF
GULLY (ORG)

  

 

 

 

 

 

WASTE PIPE

 

MINIMUM OVER FLOW _ RELIEF

GULLY (ORG) CLEARANCE

150 MIN. TO LOWEST FIXTURE

UPVC bolted

[ trap screw

 

   

OVER FLOW RELIEF GULLY

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.

rT
Sewe FOR PLUMBING REQUIREMENTS
P) é COORDINATE WITH SUPPLIER.
¢.0.8.
led WP) 050 TO ATMOSPHERE

i)

—

 

 

 

 

ro [e=vil Fall

 

 

 

 

 

 

Li

300
1000
1200

 

 

 

100
rm Hinged grate
200 Tt 00 Ground level

| L Secondary
Grade W12144/12 Strainer To Sewer

Floor drain to strainer

 

 

 

 

 

 

    
 
 
  

Bucket on
Strainer

#100

 

Thrust block

PROPOSED BUNDED EXTERNAL
WASH DOWN DETAIL
Scale 1:50

 

 

 

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
B | NEW ARCHITECTURAL LAYOUT; RESPONSE TO RFI |15-10—14
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:

 

\-

email: [email protected]

N

contact: Reinhold Koenning MiEAust RPEQ No 7023
PO Box 181
Moffat Beach, QLD, 4551 AHSCA

 

 

 

 

 

 

 

 

XY SCALE: 1 : 100 ON A1 U.N.O.

Design| RK. | checked | Ch [Date 21-05-14 | Dwg, No.
3 of 4 | 2864-H3 | By

PH: (07) 5491 4333 FX: (07) 5491 4233
CLIENT :
WILSON CLARK CONSTRUCTIONS
ARCHITECT :
L COOL ARCHITECTURE J
(PRosect: 10/100 RENE STREET Y
NOOSAVILLE
DRAWING TITLE:
\
SANITARY
DRAINAGE M)
AMD.

 

 

 

RPD:— LOT 10 SP 230643