16-001014-410

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

STRUCTURAL NOTES:

1, DESIGNED FOR LIVE LOAD SkPa
2. REINFORCEMENT STEEL:
21. ABBREVIATIONS FOR STEEL GRADE

AND TYPE:-"N" -

GRADE D500N DEFORMED BAR TO AS/NZS 4671.

 

 

 

 

 

 

 

 

 

    
  
   

   

   

   
   
 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

   
    

 

 

 

mort 2.2. REINFORCEMENT IS REPRESENTED DIAGRAMMATICALLY
| LTT I 2x 400 SIDE ORIFICE AND NOT NECESSARILY SHOWN IN TRUE PROJECTION.
| ON EACH SIDE AT IL 2.3. ENSURE THE CORRECT SPACING OF BARS |S
| I 99.6 480 1200 180 MAINTAINED AND ALL REINFORCEMENT IS SUPPORTED
, | IN ITS CORRECT POSITION BY APPROVED PLASTIC BAR
(3 Hl 4 | s CHAIRS, SPACERS OR SUPPORT BARS AT 800 MAX
CT [/ ly S| ° . CENTRES IN BOTH DIRECTIONS.
| fi 2.4. TIE ALL INTERSECTIONS OF BARS WITH 1.25mm MIN.
H f 7 . DIA. ANNEALED WIRE.
r : . 2.5. DO NOT WELD REINFORCEMENT WITHOUT APPROVAL
t-F Ho | OF THE ENGINEER.
Hoty Is : 1 N16-200-EW 3. FORMWORK TO BE IN ACCORDANCE WITH AS3610.
SE ror = CENTRAL I n12-600 TIES 4. COVER TO BE 50mm U.N.O.
lo q
J
i N16-200-EW 7 } -
H| CENTRAL :
| 1 g 300 STRUCTURAL CERTIFICATION
f 7 3/L11-TM BTM PUMP STATION STRUCTURAL DETAILS
i 50 COVER
| SL92 MESH TOP AND fp
LCT EL CLERC BTM. 50mm COVER vot? Mi Ae
! RL_98.30 RPEQ 17233
oT ol 7. For & on behalf of
a == =f — Se Z| TYPICAL OVERFLOW WEIR EDGE DETAIL Calibre Consulting (QLD) PTY LTD
LU = SCALE 1:10 (A1)
1200 ae SCALE 1:20 (A3)
N16-200 ‘L’ BARS (TO MATCH 25mm BLINDING LAYER
VERT. BARS COG 500 TYP. SECTION (8) 10MPa CONCRETE
SCALE (Atl: 1:20 (J
SCALE (A31:1:40 RL 100.45
WATER LEVEL CONTROL PIT DETAIL S30 R950 ©
Sze -—
SCALE 1:20 (A1) _| |_| =
SCALE 1:40 (A3) 2x400 SIDE ORIFICES
AT IL 99.60 EACH SIDE © f30 Rt 99.40
—_—
NJ
S.S. CHAIN BOLTED ——_|
TO THREADED CAPS r B30 RL 99.30
180 1200 180 1200 180 ~( I~ iz. Anchor Re Oo
RL 100.45 | | RL_99.10 >) al 99.00
: 7 fs |. A RL 98.90 5) -4 ease O fio Rt 99.20
7 , B —T —
. : : 2x 400 SIDE ORIFICE RL_98.70 -4 ==
— LON EACH SIDE AT IL aes | —P _ _|_ fb 28.60
: | ° 99.6 ae - —_© Q RL 98.40
7 cS : ea N16-200-EW CENTRAL = | _|_ © —|-4~—£ ===
: | «|| ow
— mH 100 CLASS SNé uPVC STUBS PIPE
. : FOR WATER LEVEL CONTROL, WITH
7 a THREADED CAP STUBS TO EXTEND eae Le
r TO A MINIMUM OF 50mm INTO PIT SCALE (A3l 1-40
s >
a SJ ops 1.80m
g .
t6-200-EW 1.80m 0.50m
CENTRAL . ej—s RL 100.80, _ Ru 100.80
| =—- ~— REFER TO TYPICAL
EDGE DETAIL
. — : |200| CENTRAL BIORETENTION OVERFLOW WEIR DETAIL
al | 4 L N16-200 'L’ BARS (TO MATCH ot ad a)
150 — Slo VERT. BARS COG 500 TYP. ,
elZ| 4
| d S| | | [200 SL92 MESH TOP AND BTM. 4.00m 2.40m 10.00m 3.60m 4.00m
RL_97.20 Fo | - 50mm COVER RL_101.80
r RL_101.50 ——
i as = ! ohare |
SS eT EET eT - I soo Key MIN.
SL92 MESH TOP AND BTM.— 25mm BLINDING LAYER REFER TO
50mm COVER 10MPa CONCRETE 150 THICK CONCRETE TYPICAL EDGE
10m OVERFLOW WEIR DETAIL F72 MESH 50 FROM TOP DETAIL
SCALE 1:50 (At)
SCALE 1100 (A3) N.S.C. REF NO. MCU15/0111 & REC15/0031
Fat [cas [ean oe SORE Tene T THCTOFEN We TENT Daw TE
eran SURVEYOR: ML_SURVEYS
oe TW foe a0 020 02 04 06 08 1 Mt 38 Leybourne Street, Chelmer QLD 4068 PALM LAKE WORKS PTY LTD C . CONSULT AUSTRALIA WATER QUALITY RISER
ue  —— ee A Mob: 0412 744 223 E: [email protected] 4 OUTLET PIT DETAILS
Nie PROJECT No. |
q D pravevowsex! 150 1 oss 0 i 2 A ANOREW MCPHAIL RPEQ 6921 PALM cake oF SORT Call re Ca oS oan 010 Eas SRAWaG OER ase]
EP YH) —————— an 16-001014 Tale 073695 344 Fosinde 07 3895 400 soo! 16-001014-410
SIF FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTO STAGE 2 CONSULTING items Chere Mabowns Say hype Semaine Cont Lc 4084 6-001014-