Appendix E - Stormwater Management Plan

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

   
 
 

 

 

   

STRUCTURAL NOTES:

 

1, DESIGNED FOR LIVE LOAD 5kPa

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

  
 

 

 

 

 

 

 

 
 

 

 

 

 

 

 

 
   
  
  
     
  

    

   

    

   

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

2. REINFORCEMENT STEEL:
2.1. ABBREVIATIONS FOR STEEL GRADE AND TYPE:-"N" -
| t GRADE D500N DEFORMED BAR TO AS/NZS 4671.
ee 2.2. REINFORCEMENT 1S REPRESENTED DIAGRAMMATICALLY
| tt Li 2x@400 SIDE ORIFICE AND NOT NECESSARILY SHOWN IN TRUE PROJECTION.
ON EACH SIDE AT IL 2.3. ENSURE THE CORRECT SPACING OF BARS IS
I 99.6 180 a 180 MAINTAINED AND ALL REINFORCEMENT IS SUPPORTED
RL 100.45 IN ITS CORRECT POSITION BY APPROVED PLASTIC BAR
(eb PHIL 4 j e ewe CHAIRS, SPACERS OR SUPPORT BARS AT 800 MAX
ey LH iL 5 . CENTRES IN BOTH DIRECTIONS.
f 2.4. TIE ALL INTERSECTIONS OF BARS WITH 1.25mm MIN.
f . DIA. ANNEALED WIRE.
l 7 , 2.5. DO NOT WELD REINFORCEMENT WITHOUT APPROVAL
rT] i] i OF THE ENGINEER.
o- feat : ts : . N16-200-EW Zz . 3. FORMWORK TO BE IN ACCORDANCE WITH AS3610.
A SSS SSS = Yj CENTRAL = 7 SK nt2-600 Ties 4, COVER TO BE 50mm U.N.O.
: | J P 4 ee
n16-200-Ew  |}f" . :
WH CENTRAL . 5 : 2
I 8 | soo STRUCTURAL CERTIFICATION
WL) “ [ 3/L11-TM BTM STRUCTURAL DETAILS
50 COVER
il Ht | | + .
iT SL92 MESH TOP AND 2
t BTM. 50mm COVER Signed, fe sennenon Date AA Pay) P-
weSeyskas ri 96.30 AO A Wichael Jimmieson  RPEQ 17233
Oe a For &
gq (== TYPICAL OVERFLOW WEIR EDGE DETAIL See a) an eV
LU SCALE 110 (A1)
1200 SCALE 1:20 (A3)
N16-200 ‘L’ BARS (TO MATCH 25mm BLINDING LAYER
VERT. BARS COG 500 TYP. SECTION ; 10MPa CONCRETE
RL_100.45
RE 100.45
WATER LEVEL CONTROL PIT DETAIL B30 RL 99.50 Oo
SCALE 1:20 (At) _| |_| ==
SCALE 1:40 (A3) 2x400 SIDE ORIFICES
AT IL 99.60 EACH SIDE O30 Rt 99.0
a
S.S. CHAIN BOLTED —_|
180 1200 180 1200 180 TO THREADED CAPS Lata ANCHOR D30 RL_99.30 Oo
RL_ 100.45 RL_99.10
——— —-- RL_99.00
. 7 qd |. : RL_98.90 == —— 40 RL_99.20
4 ~~ “oe RL_98.80 O Pad RL 99.20
: 7 : 2x@400 SIDE ORIFICE ON L_98.70 = =-——
—= LEACH SIDE AT IL 99.6 —_-- t - RL 98.60
. RL_98.50 5 -4 =-—
—— - RL_98.40
A ca N16-200-EW CENTRAL _ —]- 4 =—
= 100 CLASS SN6 uPVC STUBS PIPE
FOR WATER LEVEL CONTROL, WITH
a THREADED CAP STUBS TO EXTEND SECTION
r TO A MINIMUM OF 50mm INTO PIT SCALE (ASh.aD
e| p
4 JS ete 25 00
7 - . 1 7
N16-200-EW = 160m 80m m
CENTRAL . — RL 100.80 RL 100.80
— = = oe ———
ee
| =r =| 3 REFER TO TYPICAL
EDGE DETAIL
. — : \ 200 CENTRAL BIORETENTION OVERFLOW WEIR DETAIL
al | 4 LN16-200 ‘L’ BARS (TO MATCH ue ad Aa)
1508 —- Sle VERT. BARS COG 500 TYP. nei tie Rts aan aan
2 (
\ s\" SL92 MESH TOP AND BTM. \ 1.00m 2.40m 10.00m 2.40m ,_1.00m
RL_97.20 -— 50mm COVER
7 3 SRL 101,30 RL_ 101.30
q g (== =o
( RL_100.90 4
| ( EE. Sa os See a aa
SL92 MESH TOP AND BTM. 25mm BLINDING LAYER \
50mm COVER 1OMPa CONCRETE ( 150 THICK CONCRETE 500 KEY MIN. REFER TO
SECTION (A) ? 10m OVERFLOW WEIR DETAIL F72 MESH 50 FROM TOP —_—«T YPICAL EDGE DETAIL
SCALE (Atk: 1:20 I SHALE 1S OAM I
SCALE (A340 SCALE “100183 ~~ N.S.C. REF NO. MCU15/0111 & REC15/0031
rest [eoce [oem sare AmmnOMenT DETAR pesian ciecx sexe Ustes) orm" SURVEYOR: ML SURVEYS ome ~ seamen
a an 7 ant UPDATED WEIR DETAIL Ci 120 0.2 0 02 04 06 08 1 Af 38 Leybourne Street, Chelmer QLD 4068 PALM LAKE WORKS PTY LTD CONSULT AUSTRALIA WATER QUALITY RISER
a i 1 | Fl ———— a; Mob: 0412 744 223 E: [email protected] Sw OUTLET PIT DETAILS
Nie PROJECT Wo. APPROVED A o
a remome| so gs ps DP aun 9 as PALM LAKE RESORT e:) 0) ( a =|
he CM 43) 16-001014 Telephone 07 3895 3444 Facsimile 07 3895 3400 Convert 1 0
HG FOR & ON BEHALF OF CALIBRE CONSULTING {QLD} PTY LTD STAGE 2 CONSULTING ‘bane Canbora Mehoure Byénty Sinipore Susi Cosel Lic 408 16-001014-41 A