16-001014-411

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
   
  
 
 
  
  
   
   
  

 

BASIN

 

1. EXTENDED DETENTION DEPTH: 400mm
2. FILTER AREA: 525m?

3. 1% AEP DETENTION VOLUME: 1,030m?
4. 1% AEP BASIN WSL: RL 100.5M

SPECIFICATIONS

 

 

 

/

 
 

 

 

 

LEGEND:

DESIGN SURFACE CONTOUR

T T BATTERS (GRADE AS SPECIFIED)

PROPOSED FENCE

/

 

eee PROPOSED STORMWATER PIPE

 

 

 

 

   
 
 
  

 

 

 

 

 

 

 

 

 

 

 
 
   

 

 

 

 

| in 4.5), sw FUTURE STORMWATER PIPE
ax ROCK SCOUR PROTECTION
a REINFORCED TURF
ae 100% SUBSOIL AND
CLEANOUT PITS
seeeeeeeeeen== SUBSOIL COLLECTOR
PROPERTY BOUNDARY V\\ VA
4m OVERFLOW WEIR AT RL 100.40
FOR DETAILS REFER DRG No. 16-001014-412
SETOUT POINT TABLE
SOP No. | EASTING | NORTHING [LEVEL (m AHD) Bens TTT Te SCOUR PROTECTION AND
o 700.4% | 133.448 102.30 Hee ATER
02 700.420 | _1132.439 102.30 THICKNESS = 400mm
03 714.158 | _1131.676 100.80
04 714.022 1130.686 100.80
05 737.1462 | 1128.21 100.80
06 737.575 | 127.235 100.80
07 751.249 | 112.419 100.80
08 750.264 | 112.247 100.80 TS
09 751.621 | 1111434 100.80
10 750.436 | _ 1111.262 100.80
1 753.016 | 1109.276 100.40
12 749.659 1108.690 100.40
B 753.704 | _1105.336 100.40
1 750.347 | _1104.750 100.40
15 752.934 | 102.765 100.80 SEDIMENT FOREBAY
16 751.949 102.593 100.80 MIN SURFACE AREA: 6m?
17 753.106 | _1101.780 100.80 FOREBAY DEPTH: 0.3m
18 752.121 1101.608 100.80 REFER 16-00-001014 DWG
9 754.592 | 1093.272 100.80 FOR TYPICAL DETAIL
20 753.607 | 1093.10 100.80
a 754.739 | 092.427 100.80
22 753.754 | 1092.255 100.80 OUTLET CONTROL PIT FOR DETAILS
B 752.477 | _1083.916 100.80 co REFER TO DRG No. 16-001014-416.
2 750.971 | 1083764 100.80 ! “|
30 117.545 1125.015 99.10 | SL
31 736.712 | 122.207 99.10 '
32 74.685 | 116.483 99.10 | REFER TO FUTURE OPERATIONAL
3 7T41.571_| 1098.020 99.10 ' WORKS PLANS FOR FINAL eNO
34 745.270 | _1093.489 99.10 |
35 41.249 | _1093.635 99.10 '
36 715.308 1119.401 99.10 |
37 740.405 | 1085.475 100.45 '
38 736.201 | 1087.812 100.45 | CARPARKING SPACES NOTES:
39 737.606 | _1084.591 100.71 ' 4. REFER TO LANDSCAPE ARCHITECTS DRAWINGS FOR PLANTING
40 734.695 | 1087.567 100.71 DETAILS.
a 727.575 | _1084.508 100.35 |
“2 727.550 | 1087.508 100.35 2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH LATEST
iB 766.112} 109.396 98.00 iL) | ISSUE OF CALIBRE CONSULTING REPORT No. 16-001014-01.
4b 761.942 | _1101.782 97.90 i
is T6007} Teo 5B ooo 3. REFER TO DRG No. 16-001014-400 FOR GENERAL NOTES AND
46 762.192 113.315 97.68 ! ( : \
47 764.373 | 110.336 97.77 j \
N.S.C. REF NO. MCU15/0111 & REC15/0031
vast [cas [one] ote Seoun Gneoe TORE TIETREST THORP Wa aT aR TE
AMENDMENT DETAILS SURVEYOR: ML SURVEYS
me orf fe 38 Leybourne Street Chelmer QLD 4068 PALM LAKE WORKS PTY LTD co nnun NORTHERN BASIN
ut 02 0 2 46 6 8 wm Mob: 0412 744 223 E: [email protected] [| ——— LAYOUT PLAN
NTe 1:400 AR PROJECT No.
a D eran 16-001014 ‘ANDREW MCPHAIL RPEQ 6921 PALM CAKE RESORT Call re Ca aS (OP en md tote! TaAWNG HOGER resus]
Sle =! Te 07 3895 3444 Facsimile 07 3895 3400
a cM CONSULTING fo) FT LO STAGE 2 CONSULTING Se eee ee 16-001014-411