200869lt-1 · OPW20/0196.01

Page 2

 

16 GRANT STREET NOOSA

 

 

HYDRAULIC SERVICES

  

   
   

 

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LOCALITY PLAN

NOT To SCALE

DRAWING SCHEDULE
DRAWING Ne. LEVEL
22065-H-04

EXISTING SERVICES SHOWN ON THESE
DRAWINGS ARE BASED ON EXISTING RECORDS.
ACTUAL INSTALLED SERVICES WILL VARY.

|

PRIOR TO COMMENCING WORK

CONTRACTOR IS TO CONFIRM LOCATION, SIZE
AND DEPTH OF ALL EXISTING DRAINS AND

‘THAT CONNECTION AT GRADE IS ACHIEVABLE
FROM ALL NEW WORKS.

 

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LEGEND, NOTES, LOCALITY PLAN AND SITE PLAN

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SERVICES
ALL SERVICES

 

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gsstH0Rd SITE

LOCATE, EXCAVATE AND
CONNECT TO EXISTING
‘STORMWATER GULLY

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SL 20.540

  
 

EXISTING

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GULLY TRAP+

 

       

 

 

 

 

 

 

 

 

 

 

 
  
 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 

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| 19 OCTOBER 2021

 

APPROVED PLAN
OPW20/0196
NOOSA COUNCIL

 

 

 

 

 

   
 
   

Drawing Ste
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DRAIAGE: Out of strata

 

 

(Thi drawing confidential and not ta be reproduced in any fem
'a# whole erin part without the express wnttan authority af

Plumbing Design & Drafting Fay Li

 

 

 

feeve Date Amend: Ent Ap
1 20,0421 PRELIMINARY 1SSUE DR ML
‘A 05.07.21. ISSUE FOR AFPROVAL DR mL
& 13.10.21 LEVELS ADDED MoM

 

 

farina

G5, 77 Oxford StBulimba Qld 4171
FO Box 316 Bulimba Qld 4171

Ph: 1300 293 023

Email: [email protected]
QRCC: 150 14 144

ABN: 36 159 311 921

 

IANS

  

 

  
 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

GENERAL NOTES LEGEND SYMBOLS
ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION AND THE REQUIREMENTS OF _—— — — STORMWATER ° PIPE RISES
ALL RELEVANT AUSTRALIAN STANDARDS. ee sea eanen 7 PRE CONTINUES
2. ENSURE INVERT LEVELS AND SUFFICIENT COVER TO ALL SERVICES ARE OBTAINABLE PRIOR TO COMMENCEMENT. —— — —esw— pustine stoamwaren
3. THESE DRAWINGS ARE A DIAGRAMMATIC REPRESENTATION OF A PROPOSED PLUMBING AND DRAINAGE INSTALLATION, USE a EASTING. WATER ABBREVIATIONS
DINENSIONES ARCHITECTURAL DRAWINGS FOR SET OUT OF PENETRATIONS RELATING TO PLUMBING FIXTURES. IT IS THE T TELSTRA DF DOWNPIPE
RESPONSIBILITY OF THE INSTALLER TO COORDINATE THE ON-SITE INSTALLATION WITH OTHER SERVICES INSTALLATIONS AND THE é enensveet ea” ehaseES concn ae
Ue.
INVERT LEVEL
4, THE CONTRACTOR SHALL CONFER WITH THE LOCAL AUTHORITY AND PUBLIC UTILITIES TO ASCERTAIN THE LOCATION AND THE me” JpolMme CeBRiu
DEPTH OF ANY AND ALL EXISTING SERVICES WITHIN AND EXTERNAL TO THE PROPERTY WHETHER DOCUMENTED OR OTHERWISE.
RL REDUCED LEVEL
5. _'AS-CONSTRUCTED' DRAWINGS ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL RECORD ALL CHANGES TO 5, eee
THE ORIGINAL DESIGN AND ALLOW ALL COSTS FOR THE PREPARATION OF AS-CONSTRUCTED' DRAWINGS INCLUDING & SUBMETER SERVICE LABELS
TABLE TO THE LOCAL SERVICE PROVIDERS REQUIREMENTS. SERVICE LABELS SMH SEWER MANHOLE
DENOTES SERVICE NUMERIC SERVICE aie” SeTOR ATER
6. ALLSTORMWATER DRAINAGE SHALL BE MINIMUM 1000 @ 1% FALL UNLESS NOTED OTHERWISE, IDENTIFICATION
##\ ne SWG STORMWATER GULLY
7, _ DIMENSIONED ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER SCALED HYORAULICS DRAWINGS. #8 6 URDERSROIND
DENOTES SIZE
MATERIALS
WATER: ° Pv >
STORMWATER: (UP TO 300 DIA.) PYE CLASS SW HEAVY (UNO) z icaaeanaet
6 ‘ACCESS CAP
5
= arn 3
YOU DIG a
www,1100.com.au
3 | 1500 BOmm HIGH
IMPORTANT 3} | Ll) 7 overrow/suncrarce stot
EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS SUCH THEIR
ACCURACY CANNOT BE GUARANTEED. THE CONTRACTOR SHALL VERIFY THE — —
LOCATION AND INVERT LEVELS FOR AL SERVICES WITHIN THE VICINITY OF THE
PROPOSED EXTENTS OF THE WORKS, BOTH WITHIN THE SITE AND ROAD RESERVE, FSL 20.95 (APPROX.):
[AND PROTECT THESE SERVICES PRIOR TO COMMENCING CONSTRUCTION. ANY t+ |
DIFFERENCES WITH REGARDS TO THE LOCATION, AND OR, INVERT LEVELS ARE TO BE Foor PATH
BROUGHT TO THE ATTENTION OF THE ENGINEER FOR APPROVAL. THE CONTRACTOR STORMWATER CHAMBED,
‘SHALL BE RESPONSIELE FOR THE REPAIR OF ANY DAMAGE TO THE EXISTING +— |—|
SERVICES WHETHER SHOWN ON “HE ENGINEERING PLANS OR NOT. SUCH REPAIR OR
REINSTATENENT TO BE CARRIED OUT IMMEDIATELY TO THE SATISFACTION OF THE
‘SERVICE AUTHORITY AT THE CONTRACTORS EXPENSE.
exisTInc 150mm INCOMING DRAINAGE
= = STORMWATER b ae
NF 20.600
connect To
EXISTING SW
{ U/G TELSTRA U/G WATER
8] jt =
| g ri STORMWATER PIT WITH OVERFLOW DETAIL
3 2 NOT TO SCALE
ae
gi fo oO
a] lg g
. 3 g
g |S §
g
3| |=
2) |e 3
3] |8 5
8] 72] | | sma
3] |g 3 es CONCRETE SPOON DRAIN ON
hi & al) | tive JOP OF RETAINING WALL
309h x 300W x 450
\ GRATED GULLY PIT
PLANTER a 1 © SMH
STORMWATER Y i s ait
DISTRIBUTION CHAMBER ; 100mmo PIPE It 25,010
A 3s °s —
3 : er
E = = ‘yoo x 300 GULLY PIT
| bos ‘SL 25.800 (APPROX,)
feces g-~ 2300
1 20.600
oe
soo evel! |
A =““ GARAGE =F
3 FFL 27,400 E
L WA. i
ri Ree NOTE: YARD GULLY PIT
S POsTTIONS 70 BE
Lo > DETERMINED OW SITE
LU IN HARD SCAPES
I SL. 27.000 (APPROX.)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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(yaralic Consultant
PLUMBING DESIGN & DRAFTING
ISCA

hydraulic and fire protection consultants

(07) $437 7660 | [email protected]
4/34 Technolepy Drive, Warana, QI. 4575
PO Box 1269 Budding. Qi, 4575
‘ACN. 147189243 | ABN, 62117159243 | QBCC Licence No. 1106752

   

 

Onners Name

CANDIDA INVESTMENTS
fret SST

 

16 GRANT STREET
NOOSA

 

 

   

 

 

 

‘ORIGINAL SIZE: Ai

 

Document Set 1: 21659 15
Version: 3, Version Date. 19°10/2021