15-001261-Full Set

 

  
 
 
 
 
 
  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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FL RL 106.16 |. FL-RL 106.37

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BE RL: 106.07 y

 

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BERL 105.51} BE RE 105.86 « E RL 105.86 ©. 4
«| FL RL~105.81 FL RL 106:16 '

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BERL 106.66 BE RL 106.60 “EIQ BE RL 106.60! | BE RL906.27
b FL RL 106.96 FL RL wnss0~ Dy «

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BERL 106.09 | BERL 106.23 {}- 91) Be ui 106.23, | - BE RL 406.17 3)
FL RE 106.39 FL RL 106.53 a FL RL 406.53 FL_RL’ 106.47 JF} h\.
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KP hI BE,RL 106.97 | BE RL 106.79

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FL. RL 106.57

   
  

 

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106.95 /BE. RL 106.85)BE RL 106.75
07.25 JFL RL 107.15 }FL_RL_ 107.05

be ri west!

 

~-OVERLAND FLOW PATH.
_-.- FLOWS. TOBE PIPED

   

 

aaron!

—

DB paren

1 AGED

 

 

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

 

 

‘CAUTION #!
OVERHEAD
ELECTRICAL CABLES

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

CAUTION !!
UNDERGROUND
ELECTRICAL CABLES

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

 

 

 

 

 

FILE: 15-001261-104.dwg_ DATE: 10-06-2015 TIME: 1044

Xref's: X_B1bt58_TITLE X_B16158_BASE X_B1415E_CONTS X_15-001261_CUTFILLHATCH USR: tim huynh

 
 

  

 

to? 4 ra
1 IN 4 BATTER TYPICAL
~_-. AROUND EDGE OF SITE.

CARE DEV

 

   
 
   
   
 
      

 
    
  
   
   

 
 
   
  
  
  
  
 
 
  
   
   
 
 
 
  
       
  
 
 
 
  

RETAINING WALL DESIGN AND CONSTRUCTION TO BE RPEQ
CERTIFIED BY THE CONTRACTOR'S NOMINATED GEOTECHNICAL
ENGINEER. ROCKS TO BE PLACED IN STRETCHER BOND
PATTERN (MINIMUM VOID ALLOWABLE SHALL NOT BE
GREATER THAN 50mm IN ANY DIRECTION, WITH NO SPALLS
SMALLER THAN 750mm IN SIZE - i.e. NO VOID INFILLING)

   

lw WHERE INDICATED BEHIND WALL

Ss
Ss

PROPERTY BOUNDARY POSTION

 

 

 

 

 

 

TYPICAL ‘RANDOM’ GRADE
SANDSTONE TRENCHED ROCK WALL

WHERE INDICATED BEHIND WALL

 

TEMPORARY APPROVED
SAFETY FENCE TO WALLS
HIGHER THAN 1.00m

x

GEOFABRIC TO
FACE OF WALL

PROPERTY BOUNDARY POSTION

 

s

RR

2

RN
&

 

NOTE:
BOULDERS TO BE ‘RANDOM’ GRADE SANDSTONE
(TRENCHED ROCK) RECTANGULAR IN SHAPE.

 

 

MINIMUM DESIGN REQUIREMENTS:
- SURCHARGE LOADING ON BACKFILL: SKPa
- ALLOW FOR 1.8m HIGH FENCE

- MAX 1V:4H SLOPE BEHIND WALL

HEIGHT USED FOR PAYMENT

 

 

 

 

COMPACTED FREE-DRAINING
GRANULAR BACKFILL (APPROX.
40-75mm DIA. SPALLS)

 

 

1, RETAINING WALLS TO BE CONSTRUCTED
TO MANUFACTURERS SPECIFICATIONS.

2. CONTRACTOR TO PROVIDE STRUCTURAL se
CERTIFICATION FOR RETAINING WALLS
DESIGN AND CONSTRUCTION.

3. PROVIDE APPROVED SAFETY FENCE TO
ALL WALLS HIGHER THAN 1.0m.

4. ALL RETAINING WALL FOOTINGS TO BE F.S.L
LOCATED A MINIMUM 1.0m HORIZONTALLY 2 i
CLEAR OF THE ROOFWATER AND SEWER
AND BE TAKEN BELOW THE ZONE OF

m
=
=

E
alz 8s
a 28
Slo Siz
a Sle

TEMPORARY APPROVED >| >

SAFETY FENCE TO WALLS af giz

HIGHER THAN 1.00m 28 29

alk ale

gis ZS

re ore

& &

aie he

= a's
0.30m,

 

 

 

PERMEABLE

 

GEOTEXTILE

 

MINIMUM DESIGN REQUIREMENTS MEMBRANE aw
- SURCHARGE LOADING ON BACKFILL

h- POST AND FOOTING DESIGN TO ALLOW GRANULAR FREE

FOR 1.8m HIGH FENCE

- MAX 1V:4H SLOPE BEHIND WALL

SKPa 7 200mm WIDE

 

 

HEIGHT FOR PAYMENT

DRAINING MATERIAL |

 

 

 

EXISTING POWER POLE
AND OVERHEAD LINE TO
BE RELOCATED CLEAR
\\\ OF EXTENT OF WORKS.

F.S.L.
100® SLOTTED SUBSOIL ca CR

 

WITH FILTER SOCK. DISCHARGE CONCRETE SLEEPERS
TO STORMWATER SYSTEM

STEEL UNIVERSAL COLUMNS—~ |

 

 

 

 

 

 

TYPICAL CONCRETE SLEEPER RETAINING WALL DETAIL
SCALE 1: 20 (At)

REF NO. 132007.2398.02

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ee aS a “ie 38 leybourne Street. Chelmer QLD 4068 conn BULK EARTHWORKS
Mie 1500 10 5 0 Mob: 0412 744 223 E: [email protected] FIOKET wa LAYOUT PLAN
oe [pew cx 110° monet un [arerowe 19 TRADING POST ROAD il Cae Conutg OL) Pt = SHEET 3 OF 3
F 15-001261 COOROY calibre Devaar ree Se =
8 F FOR & ON BEHALF OF ‘€AL| CONSULTING (QLD) PTY LTD RETIREMENT VILLAGE Brisbane Canberra Welboume Sytney Singapore Sunshine Const Lic 4084 15-001261-104