OPW15/0099 Approved Plans

          -
   NOOSA COUNCIL
  APPROVED PLANS
OPW15/0099 13 OCT 2015


[OCR of page images]
 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 
  

 

 

 

 

   

 

 

 

 

   
  

   
 

  
  

 

 

 

 

 

 

Nowe 4 «*
r=—— -=ROAB 1 = | :
= - 1
ROY a ea eee Be
eee eee Ny ek ee
lg BERL 105.51 | ~ BE RI~105.86 E RL) 105.86 °F. BE RL: 106.07 ) | I y
i FL_RL~105.81 FL RL 106:16 is dit 1906.16 | -FL-RL_ 106.37 i: ,
Nar I | DN lesan mer mt po
oe ow NE TP 2 Lil y
tol Pg BERL 106.09 | BERL 106.23 LEIS) pe pil 106.23, | Be Ri i0s.17 Mh - . Ho 7
Bley (FL RE 106.39 FL RL 106.53 3 FL RL 406.53 FL_RL’ 106.47 Jj \2 | t 1 IN & BATTER TYPICAL
a Se "NS ret]. ‘ 8 |i a é “AROUND EDGE OF SITE.
ZiF 22 15 J eto | 3. | - / ; \ DB ee i ;
=) BE-RL 106.66 | BE RL 106.60 p { BE RL 106160! | BE Ri, 906.27 y | : fe Bo 7 i
Py AR FL RL 106.96 | FL RL wnss0~ Dy i « FL RL 106.90 \ | FLRL 106.57 oH rd lp FUTURE ,
F poo ge Nhe ee Tove OR , Cf AGED CARE DEVELOPMENT. /
eT BE RL 106.79 BE RL 106.79 1 g¢- ar | : : an t
i Me en | fim 07.09 IJ a FL RL 107.09 |] eRe &
See by oe e as

 

 

a ia

07.25JFL RE 107.4

  

  

OVERLAND
— FLOWS TO
aS

7
RS

 

68,95 |8€.RL 106.85BE RL 106.75|BE RL 106:6 Ht iE
RL WTS LL 6959
a 4

 

FLOW PATH.
‘BE PIPED

 

  

 

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

 

 
 

 
  

  

 

ELy Ss

 

TREE

 

NOOSA COUNCIL ~~ |

APPROVED PLANS... | ~~

OPW15/0099 13 OCT 2015

 

 

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)

~%

\

  

 
 
    
        
  
 
        
   
 
 
  
   
  
 
 
  
 

   
 

400

lw WHERE INDICATED BEHIND WALL

PROPERTY BOUNDARY POSTION

 

 

 

 

 

 

  
 
  
 

  
   

TYPICAL ‘RANDOM’

SANDSTONE TRENCHED ROCK WALL

SCALE 1:20 (A1)
SCALE 1:40 (A3)

 
  
 
 

WHERE INDICATED BEHIND WALL

|

TEMPORARY APPROVED
74 SAFETY FENCE TO WALLS
HIGHER THAN 1.00m

GEOFABRIC TO
FACE OF WALL

PROPERTY BOUNDARY POSTION

|

 

A
A
4

LY
zy

 

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)
GRADE

 

 

NOTES:
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
LOCATED A MINIMUM 1.0m HORIZONTALLY
CLEAR OF THE ROOFWATER AND SEWER

AND BE TAKEN BELOW THE ZONE OF
INFLUENCE.

m
=
=

E
az Er
|< ee
8 a
BeOS

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

SURCHARGE LOADING ON BACKFILL

POST AND FOOTING DESIGN TO ALLOW

FOR 1.8m HIGH FENCE

MEMBRANE

200mm WIDE oN

GRANULAR FREE
DRAINING MATERIAL If

SKPa

HEIGHT FOR PAYMENT

 

 

- MAX 1V:4H SLOPE BEHIND WALL

 
  
 

A .

Xx

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

 

F.S.L.
CRI

CONCRETE SLEEPERS

 

100® SLOTTED SUBSOIL DRAIN
WITH FILTER SOCK. DISCHARGE

TO STORMWATER SYSTEM

STEEL UNIVERSAL COLUMNS—~ |

 

 

 

 

 

 

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

REF NO. 132007.2398.02

 

 

‘Fest | caLce [onawa]
weoue [Tay | is

DATE
12.06.15

 

‘AMENDMENT DETAILS

 

 

A
M

‘SCALE ( METRES)

1500 10 50 10

‘MICROFILM No.

SURVEYOR: ML_SURVEYS
38 Leybourne Street, Chelmer QLD 4068

20 At Mob: 0412 744 223 E: [email protected]

 

 

 

 

 

 

 

T
8

 

 

 

 

 

[moo] =] >|

 

 

11000
K

 

Ad PROJECT No.

15-001261

 

"APPROVED
MATTHEW HILL RPEQ 11578
FOR & ON BEHALF/OF ‘eALIBRE CONSULTING (QLD) PTY LTD

 

CUENT

‘PROJECT

PALM LAKE

 

19 TRADING POST ROAD
COOROY
RETIREMENT VILLAGE

 

calibre

CONSULTING

Calibre Consulting (QLD) Pty Ltd
Ground Foor, 545 Quoen Steet, Brabane,
Telephone 07 3895 3444 Focsimile 07 3895 3400
Brahune Cantera Melboume Syney Sigapre Sunshine Coast

DRAWING

"BULK EARTHWORKS
LAYOUT PLAN

CONSULT AUSTRALIA

ually

 

SHEET 3 OF 3
‘Se 15-001261-104

Lc 4084

QU Autraio 4000,