15-001261-Full Set

 

BULK EARTHWORKS NOTES

1. NOTWITHSTANDING THE LIMITS OF CUTTING AND FILLING
SHOWN ON THE CROSS SECTIONS, THE ACTUAL LIMITS
SHALL BE DETERMINED ON-SITE BY THE
SUPERINTENDENT DURING CONSTRUCTION AND SIMILARLY
THE FINISHED SURFACE CONTOURS MAY BE ADJUSTED
BY WRITTEN DIRECTION OF THE SUPERINTENDENT
DURING CONSTRUCTION.

 

2 SOAKED CBR TEST RESULTS FROM ROAD PAVEMENT
SUBGRADE SHALL BE FORWARDED TO THE
SUPERINTENDENT FOR DETERMINATION OF BOX DEPTHS
PRIOR TO EXCAVATION BEYOND THE ‘NOMINAL’ DEPTH.

3 CONTRACTOR TO LIAISE WITH ALL RELEVANT SERVICE
AUTHORITIES TO ASCERTAIN SERVICES PRESENT
ON-SITE. ANY ALTERATION WORKS TO SERVICES WILL
BE CARRIED OUT BY THAT SERVICE AUTHORITY ONLY.

4. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT

oerenfon Ba Baa

(TO BE DETAILED AS PART OF

 

 

 

 

 

 

PRIOR TO COMMENCING THE DEMOLITION OF ANY
EXISTING STRUCTURES WITHIN THE SITE AREA.

“8
Ye Ab

 

 

JAX 6b.90m

 

 

 

RL 108. %
RU 104.56,“

 

 

5. ALL DRAINAGE STRUCTURES TO BE PRESERVED FROM
THE EFFECTS OF STRUCTURAL LOADING GENERATED BY
THE EARTHWORKS.

6. ALL EXCAVATION AND FILLING SHALL BE COMPACTED
TO THE REQUIREMENTS OF AS3798-1996 IN ACCORDANCE
WITH THE LOCAL AUTHORITY REQUIREMENTS. LEVEL 1
SUPERVISION IS REQUIRED.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 

LA

) ett BK

(TO BE DETALED AS PART OF

7. ALL CLEARING SHALL BE CARRIED OUT IN STAGES TO
ALLOW FOR RELOCATION OF FAUNA, COMMENCING AT
THE LOWER AREAS OF THE SITE.

 

 

 

 

 

 

 

 

 

 

 

8. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH

       

   

 

 

   

  
 

   
  

 

 

  
 

 
  
 
    

    

   
    
   

 

  
 
  
  

 

     
 

    
   

 

 

 

 

 

       
  
 

 

 

  
 
    
  
   
  
 
 
 

  

    
     
    

   
 
 
    
  
 
  
  

 

   

 

   

   
      
     
   

    

 

  

  
  
 

 

   
  

 

 

 

     
  

 
  

 

 

 

 

 

  

 

 

 

 

 
 

   

    

 
  

 

 

 

 

 

 
 
 
 
  
   
  
 

 
 
   

 

 

 

 

 

 

 

 

 

 

 

 

    
   
  

  

 

  
 
 
   
   

        

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

- RS WORKS AND RAINAGE DRAWINGS)
WORKPLACE HEALTH AND SAFETY REQUIREMENTS se Z 2 4
Zz Pls al tee 2 7
BE RL 903.08 <4 BE AL 105,14" BE RL'105.14 BE -RU.105.36
CAUTION !! n « \ FL ne 387M FL RL. 195.44 y > FLRL.108.44 |. -FL: RL. 105.66
——————— 7 7 , 7 ve 1 7 a a
OVERHEAD pe ines a’ WW ame, | eee 51 38
ELECTRICAL CABLES BE RL 102.54 =] BE RL 103, BE: RL 103.67 af at RL 105,64 BERL. 105.64 BE. RL. 105.84 Ne =
EXIST IN THIS VICINITY. CONTACT Re as PERL 102,84 FL RL 103.97 FLRL 103.97. FL Bu! 105.94, ye : FL Rt, 105.94. f FL RL 106.14 Z HW BERL 105. Ce ay
ENERGEX WHERE CABLE Feel ae F I 7 7 7 " ¥y - FL RL. “106. 20
CLEARANCE IS COMPROMISED BY 3. =A / a \ \ SO ——
MACHINERY. a ve ‘1 S&S US a (66 e 1 55: 80 39 Ne 4 it 24>|-
“BE RL 97 Sh < BE RL 104.27 PRL 106227 / 8 RU 106.1% “BE RL.106.14 ~}_-'BE-RL. 106.32 . S ° S \ Bb
CAUTION !! FL RL 03.27 FL RE 104.57, RL eS A FLARL 106.44 y FL°RL.106.44- | FLRL106.62: J | t Ree | eer eee ee oS ti
UNDERGROUND _ 7 j saa aw no ha pa ¥ =F
A 7 / a S » a
ELECTRICAL CABLES = F RL 103.35) 86 RL 103.31 380) Sy Pe Ne (56 } oe A9 40 Leh 84. SMe8 Kidkl \ 23 |e
pees : a : , on NP .
ot ay e PT ar” Oa REE En ay : eyelet Sl atte Anse MSL Cee me | ewe Ae 1 tiene
CONTACT ENERGEX FOR CABLE ee e 11 : x \ ‘ 406. |>
LOCATIONS. EXTREME CARE MUST ” 99! 93 94 = : 4 NS FLL 107-14 a A 16, Ex i Qs ae
BE TAKEN WHILST EXCAVATING va) Plays ‘ x oe A Os] 41. “Oo 1}} oN \ ‘ to
CAUTION 1! S : Loc neu MP a] | 48 oy | NBA
u S 777s - BE RL 105.46 ks Be RL 105064 /BE RL J01.m BE-RL. 107.14. | - BE RL, 107.28 é By . 4 a
aK: 4 y 1 . PSBE RL 107.305} BE RL 106.69. BPP BE-RL 106.
UNDERGROUND ee ae 4 FL’RL 105,76 Py f, is FL RL 5.16 FL RL 107.44 Why FL RL 107.64 FL RL 107.58 i. PEARL 107560" 1“ FL Re 406.96 le ee 4 Recene
TELECOMMS CABLES /98 <| 97 + 96 95° | Saws i et j a WL \ Co 48
UNDERGROUND TELECOMMUNICATION LK & we pea be 14 i ‘ ‘ee 42 N 82 28. YoY
CABLES EXIST IN THIS VICINITY. > i i “ gt S fs elie k S a
CONTACT SUPPLIER FOR CABLE a os ea tea RL W390FL € am0 bi f ee! Be aL 105.75/ | P¥¢ “BE RL 105.75= 4 BERL 107.38 ‘i | “BE RL ne 39,-.-]. BE RL: 107.53 ‘ti A} BE RL107:54 |. BEAL. 106.36: | NG )B
LOCATIONS. EXTREME CARE MUST Eis 103, Re 2: ae FL/RL 106.0! FLRL-106:05° FL RL 107.69 b Y FURL 107.69" | FL RL 107.83) res Ml JFL RL. 107.85] FLL 107.26 = f
BE TAKEN WHILST EXCAVATING. ¢ Een Fae A == = SF SS = ‘\
= a = Se f- == a
NOTE: oe ROAD - — - iG eae oy ae = [Roan om
NOTWITHSTANDING THAT EXISTING SERVICES MAY > a
=f = ee =
OR MAY NOT BE SHOWN ON THE JOB DRAWINGS, NO RL 103.4 OMe RL 103.53/86 RL 103.59]BE RL 103.74BE,RL 103.75} BE A BE RL 106.8
RESPONSIBILITY IS TAKEN BY THE SUPERINTENDENT RL 103.7 et L RL 103.83/FL RL 103.89 FL RL 103.94 FL RL 104. 05 FURL =
OR THE PRINCIPLE FOR THIS INFORMATION WHICH HV | FL FL RL 107.1!
HAS BEEN SUPPLIED BY OTHERS. THE DETAILS ARE ! | . °
PROVIDED FOR INFORMATION ONLY. THE Lee 403
CONTRACTOR SHALL ASCERTAIN THE POSITION OF
ANY UNDERGROUND SERVICES IN THIS AREA AND.
SHALL BE RESPONSIBLE FOR MAKING GOOD ANY ed
DAMAGE THERETO. rie

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

       
      
  

 

 

 

 

   

_FLM STREET.

 

FILE: 15-001261-103.dwq DATE: 10-06-2015 TIME: 10:42
Xref's:_X_B14158_TITLE X_B14158_BASE X_B14158_CONTS X_15-001261_CUTFILLHATCH USR: tim huynh

 

 

 

  

 

REF NO. 132007.23

 

98.02

 

‘SCALE ( METRES ) WICROFILM No.

‘caLcs [onan]

FRET ATE.
wou [ay | Ls

1206.15 SURVEYOR: ML_SURVEYS

38 Leybourne Street, Chelmer QLD 4068

 

AMENDMENT DETAILS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ala
we 1500 10 5 0 10 20 At Mob: 0412 744 223 E: [email protected]
Bic paawy cpecx | 1200 a PROJECT Wo. “APPROVED

D
e
NIE W 15-001261 A MATTHEW HILL RPEQ 11578
siF FOR_& ON BEHALF Of CABRE-CONSULTING (QLD) PTY LTO

CLIENT

PALM LAKE

 

PROJECT

19 TRADING POST ROAD
COOROY
RETIREMENT VILLAGE

Cc
calibre

CONSULTING

 

‘CONSULT AUSTRALIA

Calibre Consulting (QLD) Pty Ltd
Ground Foor, 545 Queen Set, Brsboe, QLD

Telephone 07 3895 3444 Facsimile 07 3895 3400
Bribam Canbora Mebourme Spy Shope Sunaie Cott

J
ually

400 Endorsed

Company
180 9001
Le 4064

DRAWING TITLE

BULK EARTHWORKS
LAYOUT PLAN
SHEET 2 of 3

 

 

‘DRAWING

15-001261-103