16-001014-119(A)

 

 

 
  
  
 
 
 

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

 

1.45m LENGTH 125mm
THICK WEIR RL102.420

   
 

  
 

BEND 3
600 (BLACK MAX)
1L101.864

MASS CONCRETE—~|

 

SL. 103.237

     
  

MASS CONCRETE

TO RL101.844

   
 

  
 
 
  
 
  
 
  
 
 

525@ OUTLET

  
 

| CONSTRUCT NEW MANHOLE OVER
EXISTING PIPE, CLEAN OUTLET.
POUR AND BENCH MASS
CONCRETE TO RL101.844

 

 

9/1 - 1500 dia ‘LOW FLOW’ SECTION

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

‘LOW FLOW’ 1L101.844 \

BEND 3
600 (BLACK MAX)
1L101.864

1]

CONSTRUCT NEW MANHOLE OVER
EXISTING PIPE, CLEAN OUTLET.
POUR AND BENCH MASS CONCRETE

  
 

 

 

 

NOTES

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

 

 

 

For & on Behalf of
Calibre Consulting (QLD) PTY LTD

STRUCTURAL CERTIFICATION
STORMWATER DRAINAGE

 

 

 

 

RS1_ ABBREVIATIONS FOR STEEL GRADE AND TYPE: - “N” -
GRADE DSO0N DEFORMED BAR TO AS/NZS 4671.
RS2 REINFORCEMENT IS REPRESENTED DIAGRAMMATICALLY AND
NOT NECESSARILY SHOWN IN TRUE PROJECTION.
RS3__ ENSURE THE CORRECT SPACING OF BARS IS MAINTAINED AND.
ALL REINFORCEMENT IS SUPPORTED IN ITS CORRECT
POSITION BY APPROVED PLASTIC BAR CHAIRS, SPACERS OR
SUPPORT BARS AT 800 MAX CRS IN BOTH DIRECTIONS.
RS4 TIE ALL INTERSECTIONS OF BARS WITH 1.25mm MIN DIA.
ANNEALED WIRE.
RSS DO NOT WELD REINFORCEMENT WITHOUT APPROVAL OF THE
ENGINEER.
FORMWORK IN ACCORDANCE WITH AS 3610.
DESIGNED TO 5 kPa LIVE LOAD.
REINFORCEMENT COVER 45 MIN
REFER SERVICE AUTHORITY FOR ACCESS HOLE ALTERNATIVE TO BE ADOPTED.
ALL DIMENSIONS IN MILLIMETRES.
SCRABBLE ROUGHEN CONSTRUCTION JOINTS AND APPLY BONDCRETE PRIOR TO.
POUR.
9. —==—DENOTES MATCHING BAR SIZE AND SPACING

ePranrw

&-

1200x1200

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

1/15 - 1200 _x_900 (DEPTH 2.2m)
SCALE (At) 120
SCALE (A3) 1:40

N12-250 U BARS TYP. 220

450 LEGS TYP.
SL. 103.237

 

 

      

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

| | <n | |
— | Tl
| ll ie
|— 125mm THICK WEIR Ne || fp w12-200 eF
RL102.420 WEF ON
|| | |
| |
fl |
N12-250 CENTRAL r ‘| | [iL — nta-250 EF
z
&= |, |. | |
STARTER S<|| /t +
“ Ex a/t esta) ree el WV /” Rougren
) : MATCH MAIN
4 aa fe HGH FLOW => WALL BARS | | INTERFACE
a : 300 COG TYP. | |
| \ N12-250
Boe EW EF
400 COG . —— J
a(t cL.
M2-150 CENTRAL ARRANGED
EVENLY AS SHOWN 25MM be
BLINDING CONCRETE
, Fic = 10 MPa
9/T_- 1500 dia ‘HIGH FLOW’ SECTION
SCALE (A1) 120 SECTION TO VERIFY A MINIMUM SAFE
SCALE (A3) 440 SCALE (AD! 1:20
! SCALE (43 OF 100 kPa CAN BE ACHIEVED

  

TYPE 1 GRATE

 

ALLOWABLE BEARING PRESSURE

2/N12-100 HOOP
TRIMMER BARS EF

PIPE PENETRATION

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

REINFORCEMENT TYPICAL PIPE PENETRATION
SCALE: N.T.S.

L-BAR TO MATCH
CLOSER REINFORCEMENT

 

800 LAP

 

 

 

800 LAP.

 

 

 

Pe LAP
Nl

CORNER > 90°

TYPICAL WALL CORNER REINFORCEMENT DETAILS

 

SCALE: N.T.S.

 

N12-200 EF

   
 

 

 

 

 

N12-250 EF

 

 

ENGAGE GEOTECHNICAL ENGINEER

SECTION

 

 

 

N12-250
U BARS TYP.

(0
SCALE (AN: 1:20 \-

SCALE (A3):1:40

+ [nase U BARS
450 LEGS TYP.

450 LEGS TYP.

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

 

 

 

 

 

 

 

 

 

 

 

 

 

 

oo ee oe AMENDMENT DeTALS earn seus uses) merora"®TSURVEYOR: ML_SURVEYS “= C- ae STORMWATER DRAINAGE

af BF_| BF [07.09.16 | TSSUED FOR CONSTRUCTION ~ PENDING COUNCIL APPROVAL A io tz 0 02 ok 08 08 1 mt Fo teybourne 228 F lnurtayOulsurieys.con.ou PALM LAKE WORKS PTY LTD —x CONSULT ALETRALA STRUCTURE DETAILS

Ble Drawn creo PROSECT Wo. TPPROVD TT) PRosecr 7 ; ; 4

ip " | se-oot04 Mel saree a PALM LAKE RESORT Calibre ee
Sir FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD STAGE 2 CONSULTING ts anes mac ae ston eae 16-001014-119 A