OPW16/0078 - Approved Plans

Page 2

          -
   NOOSA COUNCIL
   APPROVED PLAN
OPW16/0078 24 MAY 2016


[OCR of page images]
150 SW UNDER CONCRETE PATH - CUT,
INSTALL PIPE & REINSTATE L

150 SW RUN INGROUND BETWEEN
EXISTING CONCRETE PATH & +

BOUNDARY FENCE 1

a 198 450

 

 

 

 

NOOSA COUNCIL
APPROVED PLAN
OPW16/0078 24 MAY 2016

 

 

 

 

 

28 HASTINGS STREET
REDEVELOPMENT

 

sD

 

sw——)

'__ HASTINGS STREET - STORMWATER

2 cow e 1-200

EXISTING 1008 WATER
METER & CONNECTION
FOR BAY VILLAGE

STORMWATER FROM "THE HASTINGS" SITE —‘\

REFER HASTINGS STREET PLAN
ABOVE FOR CONTINUATION

eSW MH

   
 

EXISTING FIRE & WATER SERVICES
ASSUMED ONLY

NEW 4507 SURCHARGE GULLY PIT. TOP
OF PIT TO BE MINIMUM 100MM ABOVE
SURROUNDING SURFACE

 

cz- NOOSA PARADE - STORMWATER

I SCALE 1:200 NEW 150% STORMWATER CONNECTION

TO EXISTING SW MANHOLE

 

REFER NOOSA PARADE PLAN
BELOW FOR CONTINUATION

EXISTING SERVICES

EXISTING DRAINAGE DETAILS HAVE BEEN COPIED FROM
OLD PLANS AND VISIBLE INSPECTION-ASSUPTIONS
HAVE BEEN MADE FOR NON VISUAL SERVICES. THE
LICENSED PLUMBER & DRAINER SHALL CONFIRM ALL
SERVICES PRIOR TO COMMENCEMENT OF WORK ON
SITE

 

 

 

 

= < > <

 

TSSUE| DATE | REVISION STATUS DESIGNED]

 

 

 

 

 

———_ ian bradford

Jiumbing consultants

     
  

pty Itd
© PIF - (07) 5474 064\,
+ M-0412654598

 
  
  

ian bradferd

4). Po BOX 1251
plupaing con@iiiants NOOSAVILLE Bc. 94566
\beied | @ E - [email protected]

~ 2) SOW. www. ibgiumbingconsultants.com.au|
EXNUMBER:;347°121367
h “HYDRAULIC SERVICES DESIGN
(ingluciny’on, site waStewater management)
peer
Conimertial redevelopment,
284astings Street,

Noosa Heads, 4567

 

 

 

 

 

 

TITLE
HYDRAULIC SERVICES
Hasting Street, Noosa Parade - Stormwater

 

CLIENT DWG NO REV

Calambee Nominees Pty Ltd
YS} 45055 - 3 A

 

 

A3 SCALE 1:200 U.N.O.

 

 

 

 

SHEET 3 OF 6

 

Page 3

          -
   NOOSA COUNCIL
   APPROVED PLAN
OPW16/0078 24 MAY 2016


[OCR of page images]
 

HASTING STREET

     

AWNING DOWNPIPES CONNECT TO

 

 

 

 

 

A NOOSA COUNCIL
APPROVED PLAN
OPW16/0078 24 MAY 2016

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

[

 

 

 

 

A 01/03/16 | >
ISSUE | DATE REVISION

CLIENT B
‘STATUS [DESIGNED]

ian bradford

bing consultants

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

yy an EXISTING STORMWATER DRAINAGE UNDER
% %: y
yh a Kerb 6 utter OOTPATH. THE LICENCED PERSON SHALL
Od Lo? ENSURE EXISTING DRAINAGE ISINA enn
1 z SATISFACTORY CONDITION TO ALLOW
7 | Lo | DICHARGE TO KERB.
atpath | a '
| ee |
1 ae 1 ©
Io gio?
\\
Z aN
100. 100, 100}
p g
p g
-— FUTURE 1000 DRAINAGE
DROPPER - INSTALL 10S AT FSL.
DRAINAGE DROPS IN GROUND BELOW SLAB -
INSTALL 10S ON TOP OF DROPPER.
— DRAINAGE DROPS IN GROUND BELOW SLAB TO
ORG - INSTALL 10S ON TOP OF DROPPER
ORG - TOP OF GRATE WILL BE
7 APPROXIMATELY 1METRE BELOW FLOOR
wc \ EXISTING ORG DISCONNECTED
\ “to
WC ~ 100}
10S £ CP
=- a ——— 459 - - - — - -
270°00'00" -
| 7.314
emo INSPECTION SHAFT
‘sD | ‘sD sD

 

 

 

 

 

 

 
 

STORMWATER

A LOWER LEVEL - SANITARY &

 

 

SCALE 1:100

 

 

 

 

 

——— LOCATE & CONNECT TO EXISTING SEWER STUB

Dy Sw 10s

Se
1

SCALE 1:100

REFER SW PLANS FOR CONTINUATION

 

 

 

 

 

OFFSET

 

4 _ UPPER LEVEL - SANITARY & STO

-=N-

    

 

 

 

HYDRAULIC SERVICES
Upper & Lower Floor - Sanitary &
Stormwater

 

 

CLIENT DWG NO

Calambee Nominees Pty Ltd
15055 - 4

 

REV

A

 

A3 SCALE 1:100 U.N.O.

 

 

 

 

SHEET 4 OF 6