OPW15/0099 Approved Plans

Page 2

          -
   NOOSA COUNCIL
  APPROVED PLANS
OPW15/0099 13 OCT 2015


[OCR of page images]
 

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.

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.
CONTRACTOR TO LIAISE WITH ALL RELEVANT SERVICE

AUTHORITIES TO ASCERTAIN SERVICES PRESENT

ON-SITE. ANY ALTERATION WORKS TO SERVICES WILL
BE CARRIED QUT BY THAT SERVICE AUTHORITY ONLY.
THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT

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

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

THE EARTHWORKS.

ALL EXCAVATION AND FILLING SHALL BE COMPACTED

TO THE REQUIREMENTS OF AS3798-1996 IN ACCORDANCE i

WITH THE LOCAL AUTHORITY REQUIREMENTS. LEVEL 1

SUPERVISION IS REQUIRED.

ALL CLEARING SHALL BE CARRIED OUT IN STAGES TO

ALLOW FOR RELOCATION OF FAUNA, COMMENCING AT
THE LOWER AREAS OF THE SITE.

ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH
WORKPLACE HEALTH AND SAFETY REQUIREMENTS

 

CAUTION 1!
OVERHEAD
ELECTRICAL CABLES

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

 

CAUTION 1!
UNDERGROUND
ELECTRICAL CABLES

UNDERGROUND ELECTRICITY
CABLES EXIST IN THIS VICINITY.
CONTACT ENERGEX FOR CABLE

LOCATIONS. EXTREME CARE MUST
BE TAKEN WHILST EXCAVATING

 

 

CAUTION 1!
UNDERGROUND
TELECOMMS CABLES

UNDERGROUND TELECOMMUNICATION
CABLES EXIST IN THIS VICINITY.
CONTACT SUPPLIER FOR CABLE

LOCATIONS. EXTREME CARE MUST
BE TAKEN WHILST EXCAVATING.

 

 

 

 

NOTE:

NOTWITHSTANDING THAT EXISTING SERVICES MAY
OR MAY NOT BE SHOWN ON THE JOB DRAWINGS, NO
RESPONSIBILITY IS TAKEN BY THE SUPERINTENDENT
OR THE PRINCIPLE FOR THIS INFORMATION WHICH
HAS BEEN SUPPLIED BY OTHERS. THE DETAILS ARE

PROVIDED FOR INFORMATION ONLY. THE

CONTRACTOR SHALL ASCERTAIN THE POSITION OF
ANY UNDERGROUND SERVICES IN THIS AREA AND
SHALL BE RESPONSIBLE FOR MAKING GOOD ANY

DAMAGE THERETO,

 

 

 

 

NOOSA COUNCIL
APPROVED PLANS
OPW15/0099 13 OCT 2015

 

 

JOINS SHEET 1

 

   
  

  
 

   
 

ee,

< Vie

x Hd i .

       

 
  
     
 

 

eS
==

 

 

 
 

{ {TQ BE DETALED AS PART OF
ORD YS AND DANAE

wn
Man

 

ae

REFER DRG 15-001261-105 FOR
RETAINING WALL ELEVATION A.4

 

 

S< BE RL 103.98 ©

 

 

 

FL RL 428 |?

 

 

 

 

 

 

 

 

 

 

 

 

 

69

4 SA pe AL 103.68

 

 

 

 

 

% a

 

 

 

 

rs
(BE RL 10h. TAS
>< FL RL 104.56

z

 

 

 

 

 

 

 
  

 

 

 

-BE RL 104.2
FL RL 104.56 >

 

 

 

 

 

  
  

 

 

 

 

 

 

 

 

 

 

 

 

 

    

   

Biv 82 ae 10°
K BE Biase 5

  

7 v i’

x
BERL 103,67

PC RL 103.38 At te

 

 

IN FE RE 102,86
dae i

8 Sl O71
AE RL $02.97 46 BE RL 104,27

FC RL 103.97 J" G*
a Ws

A

vow

    
 

 
   

     
 
  
  

  
  
 

 
  
   
   
 
  
 

     

   

       
          

  

  
 
  

 

 

 

  

   

 

  
  
    

 

 

 

 

 

 

 

    
   
  
 

 

 

 

 
  
 
  
 

 

 

 

    

 
 
 

JOINS SHEET 3

 

 

 

 

 

 

  
    

  

    
  

 

 

Ses
t
2 “Boab wey oS pear FL ges)
: O0-Ety y 7 , F
5 ‘a Sa 7 z
03 ea 103.35 BE RL 033) i 80 sv DR
SFL RL W03,65ERE'RL 103.6100, ae BE RU03.61S4 BE Re 104.87
$3 oa fl att RL 103.77" ERE 10547
re a Mot VA rails fe
md [es 7 sy 7B
Zz PPP" Lig BE RY 103.84°78 BE RL 105.46
a NN FLLRL Whsthy’-ff FY RL 105,76
“96 | 95° y! Wis
f / S
Ce fe <I “ Vy I / 74° PR. |.
E RL 103.4 ee 493.55BE Rl, A03.62BE RL 103.68BE RL 103.79" | // =H pe pe 05.75, 4) |
i 106,055 . 4
{RL 103.79 os 13.85 \ AE 03.92FL RL 103.9051 RL WOH) Vi FL BE 0038) FL RL 106.05"
—— —- — —

 

 

a ae RE-RL 103.53

405 Ml! F104
LZ a a

 

105

 

 

BE RL 103.59/BE RL 103,76BE RL 103.75
RL 10347 AGFFL RL 103.43)FL RL YOXB9) FL RL 103.96 EC RL 14.05)
i
7s :

  

 

  

 

BE RL
FL. Rl

   

BEB gl a pe iS en RS ko
er t va 8 uf jist {usr eet oe

  

 

 

 

 

 

 

 

 

 

 

-905.25/BE RL

fy 4

   
 
 
 
  
 
  
  
 

  

 

Ame

st = — Bust — — sf uit = let = et — ——tr

i

  
 
  
 

 

 

or S uct

ete To gt

 

   
 
  
     
 

106.06 -"
a 07.26,

    

 

 
  
    
    
   
 

 

  

 

 

  

  

 

REF NO. 132007.2398.02

 

 

 

 

 

2 AN

 

 

 

 

 

 

FILE: ©-00tU61-203.duq_ DATE: (2-09-2085 THE: 261

iret’ X_15-08%241_TITLE X_f-00261 BASE X_6-€0t261_CONTS X_15-00(261_CUTFLLHATCH USR: Luke Staunton

Paar [nes [osnsel] pare WOAE TieTREo T
pearan cock

wwe Cay [is | 06s ballad

‘AA [ At | AY_| 2748.5 | CANDSCAPE BUFFER ADDED, CLURNOUSE RETAINING WALL UPOATED

ae 1500 50 10

R “

Sle a 41000

no

iE #7

Sle

 

 

 

 

 

 

 

TCROFLM Ne.

15-001261

SURVEYOR: ML_SURVEYS
pit sybourne Street, Chelmer QLD 4068
oD:

 

 

MATTHEW HILL RPEO 1578
FOR _£ ON BEHALF OF CONSULTING (QLD) PTY LTO.
—_

12 744 223 E: [email protected]

PALM LAKE WORKS PTY LTD

ms 49 TRADING
UhoRoy. ROAD
PALM LAKE RESORT

 

 

 

CONSULTING

CONSULT AUSTRALIA

Care Consulting (QLD) Ply td

eae Sk Dd se!
Teiphone 07 3895 3444 Focsinila 07 38953400 Sobent
(iabarn Gasbara Mabou Sysiney Shgspon fowwhlen Cond (ic 434

 

“BULK EARTHWORKS
LAYOUT PLAN
SHEET 2 of 3

 

ny 45-001261-103

 

 

A

 

Page 3

          -
   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,

 

 

 

 

Page 4

          -
   NOOSA COUNCIL
  APPROVED PLANS
OPW15/0099 13 OCT 2015


[OCR of page images]
 

MAX 1 IN 2 BATTER TO NATURAL. A

PB
PB
PB

 

 
   

 

 

    
  
 

 

 

 

  

 

   
 
 

 

 

 

 

 

 
           

 

    

 

 

 

 

 

 

 

 

 

    

   

 

 

   

 

 

 

 

 

 

 

    

 

 

 

 

 

 

   
 

 

 

     
 

 

   
 

  

 

   

     
 
  

 

      

 

 

 

 

 

 

6,88m 2 2
- CLUBHOUSE -
1 CLUBHOUSE - | 2.50m LANDSCAPE BUFFER
LEGEND -— [ROAD 4 —— ae
SECTION “A qs TYPICAL CONCRETE SLEEPER
BULK EARTHWORKS LEVEL SCALE 1 IN 4 BATTER MAX. 4 H & RETAINING WALL 1.5m MAX HEIGHT.
FINISHED SLAB LEVEL SCALE {A3}:1:200 TO CLUHOUSE PAD b= REFER ELEVATION ‘A’ BELOW
NATURAL SURFACE TYPICAL CONCRETE g 3
SLEEPER RETAINING WALL. 5 2
s 2 i SECTION (@)
TYPICAL CONCRETE x SCALE [Ath 1100" \ 903 / 1IN 3 BATTER MAX. TO EXISTING
FINISHED SURFACE LEVEL y :
L. SLEEPER RETAINING WALL. i | OFFSET FROM SITE BOUNDARY SCALE 143}:1:200 SURFACE WITHIN LANDSCAPE BUFFER,
il \ — - — - le - EXISTING TRADING POST ROAD -
BULK EARTHWORKS LEVEL BOWLING GREEN - ee
=—
SECTION 7H)
2 2 w Cc SCALE Taf: 1.100 (04 J
(02) SWALE TO BE SCALE [A3]:1:200
TYPICAL CONCRETE SCALE (A3}-1:200 FULLY TURFED
SLEEPER RETAINING WALL. .
ages —- = RETIREMENT LIVING/AGED CARE
ROAD 3 * SHARED BOUNDARY
FUTURE BUILDING LINE SECTION (D-\ eee
SCALE (atk 1100 \02,J - BOWLING GREEN~ =| eH — - = FUTURE AGED CARE FACILITY -
£ SCALE (3E:200 =F EE
| e
3.00m 3.00m 2.00m 4.50m 8 SECTION 7)
7
2 2 SCALE TAtk 1100 (104)
Ye FR. * . SCALE [A3}1:200
| BERL 5.00m TURFED
OVERLAND FLOW PAT 2 RETIREMENT LIVING/AGED CARE
SHARED BOUNDARY
FINAL GRADE TO 99 cuLiT
TYPICAL ROAD ACCESS SECTION BE 1 IN 14 MAX . 7 FUTURE AGED CARE FACLITY
AT DRIVEWAYS FN
MINIMUM 0.30m
DEPTH TYPICAL
SECTION (kK
SECTION (E SCALE (All 1100 \q04/
SCALE (A: £100 (1027 SCALE (434 1:200
SCALE (431-200 : 2
3.00m = WIDTH VARIES 22.04m = 150m 2 5.00m TURFED
TANDSCAPE SUFFER APPROXIMATE REMAINING LENGTH OF LOT SETBACK BVERLAND FLOW PATI
~ — PROVIDE 025m HIGH BUND ST pn a ee He
~ mM FGF BUN feet ape EEE EE ER ISSR SS oe me om PSR ee eee ee SS SS
(1 IN 4 SIDES} ALONG Ta vanes >
BOUNDARY TO DIVERT RUN-OFF 00m, 2.20m é ROAD 1 REFER ROADWORKS AND MINIMUM 0.30m
TO OVERLAND FLOW PATH. oe DRAINAGE DRAWINGS FOR SECTION “1 DEPTH TYPICAL
A SITES 5 TO 30 ONLY. SECTION FY FOOTHPATH DETAILS “SCALE TAT: 1100 \ 04,
SCALE (Als: £100 SCALE (434.200
atelnal N03 / CLOUBHOUSE PAD

        

SCALE {A3}:1:

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
  
   
   
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

4:4 BATTER
4:3 BATTER
-2.166%
DATUM RL_98.0
EXPOSED FACE OF WALL |g a als g al a : : 2
TOP OF WALL 5 5 as 2 gl 3 3 NOOSA COUNCIL A 2
i =| Fi = * = = APPROVED PLANS 2 5
BOTTOM OF WALL iS : aE 5 ‘ sf OPW15/0099 13 OCT 2015 2 z
CHAINAGES q a a8 s 5 2 5 3 3
SE ANCA
aero Pease ms SCALE f3}4200 REF NO, 132007.2398.02
vast [oust [|Our = pene rex SoA RaTRE 7 ‘rnorm"® ~~ T SURVEYOR: ML_SURVEYS “sn P~ a
wae yay | us | 2081s Bl
fete aeaerereremrmrmerT—Ias] | a ye a Bln Sve, citay oot | PALM LAKE WORKS PTY LTD Cc =) —_ INTERFACE SECTIONS
: rl "| Soies emmggr ron | Cale SER
iF PA : ined Ath a anrrin PALM LAKE RESORT CONSULTING Ee 15-001261-105 A