Skip to the record
Mmm.. taste the original NoosaWatch™

Original source · versioned page text

OPW14/0165.01 Approved Plans

of 19

Page text shows just the words. Original shows the document exactly as it was published.

Page text read automatically using OCR, there may be inaccuracies

Very large file: it may take a few minutes

The original of this document is very large (14.6 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.

Plans and drawings

This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).

Log in to see the plans as drawn
           -
    NOOSA COUNCIL
   APPROVED PLANS
OPW14/0165.01 9 DEC 2014


[OCR of page images]
 

  
     
 
 

 

REFER SHEETS C14 & C15
FOR DETAILS OF THIS AREA
\ NON

         
   
    
 
 
  
  
   

REFER SHEETS C14 & C15
FOR DETAILS OF THIS AREA

  

 

 

 

   
 

     

     
 

The-f--- ELS
| JOIN TO EXIST M/H. PLU
REDUNDANT PIPES

 

ye

JOIN SMOOTHLY TO EXISTING KERB

 

 

   

 

 

 

 

 

y- MATCH PAVEMENT
>\. SMOOTHLY TO \ ~~ _—
EXISTING M/H COVER

OS

 

NZ

\

\ - SO
/ STORMWATER 360 19 CARTRIDGE
/ STORMFILTER SYSTEM IN [email protected] TO MANUFACTURER'S SPECIFICATION
an

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

3700 LITRE UNDERGROUND ~“ |
PRECAST REINFORCED HOLDING lo |
TANK FOR CAR SERVICE AREA, | je kt s
REFER TO HYDR. ENG. DETAILS. }

 

 

 

o NOTE:
| o ; ABANDON EXISTING STORMWATER ROOF WATER DOWNPIPES MUST

“ PIPES FOLLOWING COMPLETION OF
PAVEMENT CONSTRUCTION. REFER CONNECT TO STORMWATER PIT 6/A

TO SHEET C13.

» i

NT

4 MATCH PAVEMENT ~

SMOOTHLY TO
EXISTING M/H COVER |
ios

= 4 ° °

J

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

NOOSA COUNCIL
APPROVED PLANS
OPW14/0165.01 9 DEC 2014

 

 

 

  
    
   
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

RW
LEGEND
EXISTING BITUMEN EDGE STORMWATER PIT SETOUT
EXISTING KERB
EXISTING PATH 0 2 4 6 8 10m Point No | PIT No | Easting | Northing | yee ptiON POINT
sw—— sw EXISTING STORMWATER LINES Dt
— PP EXISTING OVERHEAD POWER LINES/POLE SCALE 1: 200 @A1 - 1: 400 @AS 1500 1/A | 572.406 | 5242.808 0.000
s s EXISTING SEWER MAINS 1501 2IA | 584.742 | 5246.950 10.990
e e EXISTING U/G POWER LINES
+ 51+ — EXISTING TELSTRA PLANT HYDRAULICS/ELECTRICAL SERVICES LEGEND 1502 SIA __| (611.811 | 5269.144 10.870
w—w EXISTING WATER MAIN ——: e PROPOSED ELECTRICAL CONDUIT 1504 4IA_| 617.098 | 5304.564 10.830
sous G44G444- EXTENT OF CIVIL WORK STORMWATER PIT LEGEND ——1 t EXISTING PHONE CONDUIT TO BE RETAINED 1505 5/A | 614.267 | 5330.590 10.700
3.0 FINISHED SURFACE CONTOUR MAJOR —w—w PROPOSED WATER SERVICE/FIRE SERVICE
1506 BIA 587.632 | 5327.936 10.593
------------- FINISHED SURFACE CONTOUR MINOR he LIP IN LINE CATCHPIT- REFER IPWEA STD DWG D-0063 —— Ff — RW—— PROPOSED ROOFWATER LINES
1507 1B 554.590 | 5322.514 10.515
KERB AND CHANNEL TYPE B1
Tn —KeRB TYPE B2 (MODIFIED REFER SHEET C11) MANHOLE - REFER IPWEA STD DWG D-0010 REFER TO GREEN LEAF ENGINEERS DRAWING 1508 | 28 | 562873 | 326.080 10.450
FOR COMPLETE DETAILS OF ROOF DRAINAGE, 1509 7A 506.014 | 6326557 to711
ee PROPOSED STORMWATER LINE FIELD INLET TYPE 2 REFER IPWEA STD DWG D-00 AND NOTES SHEET C07 PLUMBING AND ELECTRICAL SERVICES. ; : .
PROPOSED 100@ IRRIGATION CONDUIT (PVC. 1510 BIA | 585.769 | 5322.469 10.865
CLASS SNB) 1511 9A 570.590 | 5308.701 11.138
COPYRIGHT © ‘Associated Consultants Client Drawn Verified Project Drawing Title ‘Scale [Sheet Size|
Taderraeetiet GRAYPUKSAND SUNSHINE COAST TOD Diiopeot ___|Guacison __ | PROPOSED CAR SHOWROOM CAR CIVIL WORKS GENERAL [ag cuownl ad
agreement between Tod esigne ‘erifie
Cenang iy a) andi MAZDA/HYUNDAI D Hopcott G Jackson PARKING AND STORMWATER DRAINAGE |ARRANGEMENT SHEET 2 Drawing Number
cient, Ths craving shall only be , -
Used for this specific project. consulting engineers ‘Approved RPEQ No 1 - C04
7 RR EVES TENSES cranes DReyypys 072 Samo Coe 3606
ee a eeepc, [B__p0/06/14| AMENDED FOR OPW APPROVAL pwH __|Skyline Surveyors Sunshine Coast: 075329 8180, Mackay: 07 $840 2337 Signe; Date MCU APPROVAL — MCU13/0153, HORIZ DATUM 0 19 30 40 so Sheet Revision
‘gsved for construction inthe [A 01/04/14] ISSUE FOR APPROVAL DWH | sutes,omerrase BEN, sraier@todcoaatng com i todeosdting com 2014 ROL APPROVAL N/A VERT DATUM AHD  PSM52588 Fn ere ere A A 4 of 17 |C
revision description, Rev|Date [Revision Description Drawn | warana'ats!ssrs Eee) ABN 99 128 805 336 OPWAPPROVAL TBA RL MEASUREMENT BAR - INCREMENTS IN mm
7

 
Log in to download the original file

OPW14_0165.01 APPROVED PLANS.pdf · 14.6 MB (very large file)

Very large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.

Searchable page text hides email addresses. Original files are unchanged and may show email addresses.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.