Approval Plans OPW16-0203.01 pdf

          -
  NOOSA COUNCIL
  APPROVED PLAN
OPW16/0203 5 DEC 2016


[OCR of page images]
 

  
   
 

MASS CONCRETE —~ |

  
  
  
 
 
 

PIPE DESIGNED TO CONVEY FLOWS
FOR FUTURE AGED CARE FACILITY

1.45m LENGTH 125mm
THICK WEIR RL102.420

EXISTING 'HIGH FLOW’ PIPE
BUILT AS PART OF
PREVIOUS STAGE 1A WORKS

9/T - 1500 dia
SCALE (A3): 1:40

 

1.45m LENGTH 125mm
THICK WEIR RL102.420

   
 

BEND 3
600 (BLACK MAX)
1L101.864

 

 

SL. 103.237

 

 

_{(z)sz8 1/8 x3

ash"

  
   
   
 

 

 

 

9/1 - 1500 dia ‘LOW FLOW’ SECTION

SCALE (A1) 1:20
SCALE (A3) 1:40

BEND 525
(BLACK MAX)
“LOW FLOW

1101844

   

  
  
    
 
 

MASS CONCRETE

POUR AND BENCH MA:
TO RL101.844

      
 

  
 
   

525 OUTLET

“LOW FLOW’ 1L101.844 |

   
  

600 (BLAt

| —— CONSTRUCT NEW MANHOLE OVER

EXISTING PIPE, CLEAN OUTLET.
POUR AND BENCH MASS
CONCRETE TO RL101.844

CONSTRUCT NEW MANHOLE OVER
EXISTING PIPE, CLEAN OUTLET.

BEND 3

IL101,

 

 

NOOSA COUNCIL
APPROVED PLAN
OPW16/0203 5 DEC 2016

 

 

NOTES

1. CONCRETE GRADE F'c = 40 MPa U.N.O.
2. REINFORCEMENT STEEL:

 

     
 

 
  

 

 

 

  

 

 

 

 

 

2/N12-100 HOOP
TRIMMER BARS EF

 

STRUCTURAL CERTIFICATION

PIPE PENETRATION

 

 

STORMWATER DRAINAGE
STRUCTURE

 

 

31.10.16

  

 

XN
eZ | oat
Ly

Date
For & on Behalf of

 

  

 

 

 

 

 

 

 

 

RPEQ
Calibre Consulting (QLD) PTY LTD

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

RS1 ABBREVIATIONS FOR STEEL GRADE AND TYPE: - “N” -
GRADE DSOON DEFORMED BAR TO AS/NZS 4671. WN
SS CONCRETE RS2 REINFORCEMENT IS REPRESENTED DIAGRAMMATICALLY AND
NOT NECESSARILY SHOWN IN TRUE PROJECTION.
RS3_ ENSURE THE CORRECT SPACING OF BARS IS MAINTAINED AND. 2x900x900
ALL REINFORCEMENT IS SUPPORTED IN ITS CORRECT TYPE 1 GRATE
POSITION BY APPROVED PLASTIC BAR CHAIRS, SPACERS OR REINFORCEMENT TYPICAL PIPE PENETRATION
SUPPORT BARS AT 800 MAX CRS IN BOTH DIRECTIONS. SCALE: N.T.S.
RS4 TIE ALL INTERSECTIONS OF BARS WITH 1.25mm MIN DIA. /
ANNEALED WIRE.
RSS DO NOT WELD REINFORCEMENT WITHOUT APPROVAL OF THE ey [3]
ENGINEER. 1)
3. | FORMWORK IN ACCORDANCE WITH AS 3610.
4. DESIGNED TO 5 kPa LIVE LOAD. pd. | —seTouT L-BAR TO MATCH 800 LAP
5. REINFORCEMENT COVER 45 MIN ' F 740.021 CLOSER REINFORCEMENT
6. REFER SERVICE AUTHORITY FOR ACCESS HOLE ALTERNATIVE TO BE ADOPTED. . 00 LAP
7. ALL DIMENSIONS IN MILLIMETRES. N 702.058
8. SCRABBLE ROUGHEN CONSTRUCTION JOINTS AND APPLY BONDCRETE PRIOR TO\ 4
POUR. ey 7 é ;
9, —=G=—DENOTES MATCHING BAR SIZE AND SPACING qe
& a
~ <
2 s
—j}_ _ _ s
| 8
O-|] |
EL
CORNER > 90°
J TYPICAL WALL CORNER REINFORCEMENT DETAILS
SCALE: N.T.S.
1715 - 900 x 1800 (DEPTH 2.2m)
SCALE (A‘) 4:20
SCALE (A3) 1:40 A
N12-250 U BARS TYP. 20
450 LEGS TYP. x
SL. 103.237 220
Sea eA
| oe in : l :
- ye Ie
—---4 }1t___ |—125mm THICK WEIR Nt2-250 |
r ! RL102.420 EW EF | |
{ : a | I] |] = Ni2-200 EF Ret + N12-250 U BAR |
poey | | —_ 450 LEGS TYP
rT | Smo I
tena | | elt N12-250 CENTRAL pe Me Ni2-280 EF I |
Q] eT ~ 17 - /
864 | ald: i e= | |) — | I
| 1G ---F---= = &= 1 | eT |. 7 =H
pou — L ! | STARTER ot k + L N12-200| EF \
1 BARS TO | SCABBLE +) |e |
* | -| |.
| i | ex ert s2sial MATCH MAIN ROUGHEN \ |
! 4 "
\4 awl tl | HIGH FLOW’ {p> WALL BARS | | INTERFACE | |e N12-200 EF 4 |
« 4 i 1.101.158 | \
: i | 300 COG TYP. ni2-250 EF —~ |] || |
L i L | | N12-250 :
| Le-+-+4 biti . i EW EF ia t
400 COG — 7 PS a NI2-250 | |
+ al q U BARS TYP. 1
on : : 450 LEGS TYP. Sao 7
Lm2-150 CENTRAL ARRANGED a0 =
EVENLY AS SHOWN 25MM Le as =

9/T_- 1500 dia ‘HIGH FLOW’ SECTION
SCALE (AM) 120
SCALE (A3) 1:40

BLINDING CONCRETE

Fic = 10 MPa

ENGAGE GEOTECHNICAL ENGINEER
TO VERIFY A MINIMUM SAFE
ALLOWABLE BEARING PRESSURE
OF 100 kPa CAN BE ACHIEVED

 

N12-250 EF

 

N.S.C. REF NO. MCU15/0111 & REC15/0031

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Fast [caice [oan] _ DATE pastas Coaca! SCALE U METRES T TCROFEM fo. CLENT SaRwee TE
AMENDMENT DETAILS SURVEYOR: ML_SURVEYS
Cri ae 38 Leybourne Street, Chelmer OLD 4068 PALM LAKE WORKS PTY LTD conterrustan STORMWATER DRAINAGE
9. Mob: 0412 744 223 E: [email protected] STRUCTURE DETAILS
: BaF | nw | 27.10.16 | STRUCTURE 1/15 ENLARGED #20 0.2 0 02 04 06 08 1 At mn PROJECT —_ 4
pie DRAWN cHeck | 1:60 3 PROJECT No. ‘APPROVED. * /
ib ‘ooo Va evn PALM LAKE AESORT Calle Benen 52 erm SET OF 2
NIE - v Telghane 07 3895 3444 Facsimile 07 3895 2400 SOTBENY
sir FOR & ON BEHALF OF CALIBRE CONSULTING {QLD) PTY LTD STAGE 2 CONSULTING Brabane Canbora Mabou Byéoey Singapore Sanahne Coast Lic 4084 16-001014-119 B