RFI accoustic updated 2016

 

 

 

 

 

  

 

 

  

 

 

 

 

 

 

 

  

 

   

 

 

 
   
      
  
     
  
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
  
    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
  
  
     
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

UNDERGROUND TELECOMMUNICATION
CABLES EXIST IN THIS VICINITY.
CONTACT SUPPLIER FOR CABLE
LOCATIONS. EXTREME CARE MUST
BE TAKEN WHILST EXCAVATING.

OVERHEAD ELECTRICITY CABLES.
EXIST IN THIS VICINITY. CONTACT
ENERGEX WHERE CABLE
CLEARANCE |S COMPROMISED BY
MACHINERY.

 

 

UNDERGROUND ELECTRICITY
CABLES EXIST IN THIS VICINITY.
CONTACT ENERGEX FOR CABLE
LOCATIONS. EXTREME CARE MUST
BE TAKEN WHILST EXCAVATING

 

 

 

 

FILE: 15-001261-104.dwq DATE: 29-09-2015 TIME: 09:30

Xref's: X_15-001261_TITLE X_15-001261_BASE X_15-001261_CONTS X_15-001261_CUTFILLHATCH USR: adam young

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RETAINING WALL DESIGN AND CONSTRUCTION TO BE RPEQ Bla TEMPORARY APPROVED
CERTIFIED BY THE CONTRACTOR'S NOMINATED GEOTECHNICAL Zi2 = / sarety FENCE TO WALLS
ENGINEER. ROCKS TO BE PLACED IN STRETCHER BOND a\s HIGHER THAN 1.00m
PATTERN (MINIMUM VOID ALLOWABLE SHALL NOT BE ~|e
GREATER THAN 50mm IN ANY DIRECTION, WITH NO SPALLS Siw f
SMALLER THAN 750mm IN SIZE - i.e. NO VOID INFILLING) 55 GEOFABRIC TO
a 4.00 &|= FACE OF WALL
Se : < ——
\ - a -
HO) 115) a a 7 ee ; . é\z :
| | | (0.50) =: Ss \ ~ aI aon
1-1 30 | saad 0-601 080) gO |) | a'e I 5 .
B 4/5 | 6 7 fo 8 9 iii! =z 2] | NOTE:
f ae | | lil Sle ve =| | BOULDERS TO BE ‘RANDOM’ GRADE SANDSTONE
, < poten
104.36)FL RL 104.71HFL RL 105.06)FL RL!105.38)FL: RL. 105.62)FL RL 105.81)FL RL 105.94)/FL RL 105.98 lit! Zig ) f | | (TRENCHED ROCK) RECTANGULAR IN SHAPE.
NOU.06BE RL 104.49BE RL. 104.76)BE RL 10538)BE RL 105.32)BE RL W5.5/BE RL 15:64. RL. 15.58 tit a\s ] &
| >a : 1
— Ih plz ¥ 2
& .
PSS Ble a &| | MINIMUM DESIGN REQUIREMENTS:
Naa S Zij4 7 g|z I =| | - SURCHARGE LOADING ON BACKFILL: 5KPa
WZ a oy S| | - ALLow FOR 1.8m HIGH FENCE
ALE 300 a
pine u i =] | - MAX 1V-4H SLOPE BEHIND WALL
LA a=— " Fr s ON
A: | \) I | g I
i 41 cua ne: peat wee [Hg I ay 6 WAN es
Ly} FL RL 104.80 Bl FLARE W581 1) FL RL 10581. ge pe agsias Lg) tI 2 .
BE RL 104.50_g) BERL W551 |} ) I] bem. 15.51 ; | iil J
it Ali | Mog
| WA Med
4 40 at 28 een Yi 25. | 12 | i\ A ! SELECTED COMPACTED BACKFILL COMPACTED FREE-DRAINING
. FL RL 105.30 sj . 1] FL RL 106.04 FL-RL_ 106.2; i |
He cctoioctea Pesos a eT BE RL1593 | 6 WV GRANULAR BACKFILL (APPROX.
st re 5.00 ff BERL 105.76 I) | | BE RL 105.74.-! 598, iN] \ TYPICAL ‘RANDOM’ GRADE 40-75mm DIA. SPALLS)
+ | y Y\\ I | =
j iG 1 og | ot SANDSTONE TRENCHED ROCK WALL s
Thy FERL 105.75 S Fae 06.29 j]} | |{ FL RL 106.29 f° FL RL 106.33 SCALE 1:20 (A1) aig ais
tH | 1, | BE. RL, 106.03 , gr =i
t BERL I05 45 i BERL 105.99, || | 4 | 1 BE RL‘ 105.99 4 : I SCALE 1:40 (A3) uf Fs
Hy 38 | ‘| 4 23 | i | | | TEMPORARY APPROVED ae a
lh. 3 30 Y 4 1] a5 x
ws f j fort mese | aye wosy I}! S21]! ecm tess | ru at noua |\h a) | SAFETY FENCE TO WALLS aE a=
a ‘f pomilah Mbldeen BERL 10623 J 1 oll | 1_8e RL106.23 BE RL 106,13.| Ney | HIGHER THAN 1.00m zie 2\2
| (0.55) ; ay | T fe ole ole
a il Ss iS NOTES: 35 ais
Zz 4 a mae oll 31 eal Ne \ 22 | 8 hess! I { | 1. RETAINING WALLS TO BE CONSTRUCTED ze zz
| & &
Ss | BE RL106.77_||I FL RE M0677 |) LY FL RL 106.77 |] BE Re 19633| | | TO MANUFACTURERS SPECIFICATIONS. Bl Sle
a . BE RL 106.47 i JL Bem 106.67 |) Bid FUTURE 2. CONTRACTOR TO PROVIDE STRUCTURAL ~se Sif
al I t My CERTIFICATION FOR RETAINING WALLS &| a's
F AGED CARE DEV AEN DESIGN AND CONSTRUCTION.
Il 36 32 IAG at 16 | | F DEVELOPMENT 3. PROVIDE APPROVED SAFETY FENCE TO 030m,
PRL RL 107.23 FLRL 10687 1) Y |), FL RL 106.87 FL RL 106.58 f . x
A (woem eo BERL 106.57.) | \ | Be RL 10657 ||. BE-RL 106.28 J ALL WALLS HIGHER THAN bores To |
j 106,93 So! 57 ‘| 4. ALL RETAINING WALL FOOTINGS TO BE
YJ Ee | FOTN | LOCATED A MINIMUM 1.0m HORIZONTALLY we tt
1 aa Ps = 4 te) Ms CLEAR OF THE ROOFWATER AND SEWER “ae
i ee) AND BE TAKEN BELOW THE ZONE OF 5
<= I INFLUENCE. é
| | PERMEABLE : =
; I GEOTEXTILE Ss =
7,45}FL. RL -107.36]FL- RL. 107.76] FL RL 107.16 Fe RL 106.82 FU RL 106.7% || MINIMUM DESIGN REQUIREMENTS MEMBRANE a ©
7.15]BE-RL-107.06)BE RL 107.46]BE RL ee BE RL a RL ee I ~ SURCHARGE LOADING ON BACKFILL - 5kPa | 200mm wiDe °
I - POST AND FOOTING DESIGN TO ALLOW GRANULAR FREE =
35 34 3 I 8 7 I FOR 1.8m HIGH FENCE DRAINING MATERIAL = a
ax || PQ - MAX 1V:4H SLOPE BEHIND WALL Neg =
0524 FUTURE PATHWAY LOCATION ES.L.
100% SLOTTED SUBSOIL DRAIN CR
st vn ‘ et \ WITH FILTER SOCK. DISCHARGE CONCRETE SLEEPERS
OVERLAND FLOW PATH. \ TO STORMWATER SYSTEM
2, FLOWS TO BE PIPED» 3 < \
Ns \ L-
ve ‘<= / ORAS STEEL UNIVERSAL COLUMNS——~ |
\ EXISTING POWER POLE
os : . aes Ely STRe AND OVERHEAD LINE TO
CAUTION !! CAUTION !! CAUTION !! ET \ BE RELOCATED CLEAR
UNDERGROUND OVERHEAD UNDERGROUND — \ L|
TELECOMMS CABLES || ELECTRICAL CABLES || ELECTRICAL CABLES

 

 

 

TYPICAL CONCRETE SLEEPER RETAINING WALL DETAIL

SCALE 1: 20 (A1)

REF NO. 132007.2398.02

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

= oon ane armen aT WRITS FaVEvOR: Mi, SURVEYS
AIR 38 Leybourne Street, Chelmer QLD 4068
Mie 1500 1 5 0 10 20 M1 Mob: 0412 744 223 E: [email protected]
c prawn cnecx| '1°°° a3 PROJECT No. approves
MID
E 15-001261 MATTHEW HLL RPEO. 1578
siF FOR_& ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTO

 

CLIENT

PALM LAKE WORKS PTY LTD

“" 49 TRADING POST ROAD
COOROY
PALM LAKE RESORT

 

Cc

Calibre

CONSULTING

CONSULT AUSTRALIA

Calibre Consuing (QL) Ply Lid

‘Ground Floor, 545 ng uD Py QUD Australia 4000 Exel
Telighns 07 3895 444 Facile 07 3895 3400 on
(Dishene Canberra Weboarm Sysiney Singpon SumbineComt = Lic 4064

‘DRAWING TITLE

BULK EARTHWORKS
LAYOUT PLAN
SHEET 3 OF 4

‘DRAWING NUMBER

15-001261-104

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