15-001261-Full Set

Page 2

FUTURE SITE

we PS SRE RR

COOROY CONNECTION ROAD (ELM STREET)

S KLOWDO TILE H BBE BASE ATBWBE CONT US: ton lay REF NO. 132007.2398.02

‘rast | caucs DATE

AMENDMENT DETAILS DESIGN GHECK SURVEYOR: ML_SURVEYS #F~
= AY TH | 6s | 38 Leybourne Street, Chelmer QLD 4068 PALM LAKE CONSULT AUSTRALIA
11500 3020.10 0 Mob: 0412 744 223 E: [email protected] } Nw OVERALL LAYOUT PLAN
————

c onawgnecx | 12007 PROVECT Mo. 19 TRADING POST ROAD ali Calibre Consuting (QLD) Pty Ltd Quay
45-001261 Poe COOROY calibre Sree Sonn ti ea aS
Kt FOR _& ON BEHALF i TING (QLD) a a RETIREMENT CONSULTING i ile ctanlln palpi Oi 15-001261-101

 

Page 3

 

 

   

  

DETENTION BASIN
I {TO BE DETAILED AS PART OF
My ROAD WORKS AND, DRAINAGE DRAWINGS)

    
        
  
  
  
 
 
  
  
   
   

LEE

eee Sa
ae

  

 

 

 

 

 

LEGEND

BE RL BULK EARTHWORKS LEVEL
FL RL FINISHED SLAB LEVEL
© EX 104.36 EXISTING SURFACE LEVEL

EXISTING SURFACE CONTOUR
(0.5m INTERVAL)

    
  

  

     
  
  
  
 
 
 
  
   
   

 
 
 

 

 

 

 
  
   

        
 
    
    
 
 

 
 

 

     
 

 

 

 

 

 

 

 

   
 
  
   
  
   

    

 

     
  

 

 

     
   

  

 

       

 

 

 

 

 

 

 

 

  

 

 

 
 

 

 

 

   

 

 

 

 

 

 
 

 

 

 

 

 

 

 

 

 

ys uN
EARTHWORKS SURFACE CONTOUR Gh
(0.25m INTERVAL) x 4 ~ i
PROPOSED STAGE BOUNDARY a per a a w
mmm mim PROPOSED CONCRETE SLEEPER RETAINING WALL AY WORKS AND DRAW DRA nw
Kee a
COCEECCOCOCCCD: PROPOSED ROCK RETAINING WALL WBA Uy 2
. 2 ZN. SEF Ss
(1.20) INDICATIVE WALL HEIGHT < C . <> 4 P LCE 3
~YYYYWYW/—_ PROPOSED BUND BETWEEN SITES 5 - 30 ONLY wa ° / 379 ELL ¢ g SS
FEZ AREA OF CUT , ! .
a] AREA OF FILL
aN ZERO LOT BOUNDARY
INDICATIVE DRIVEWAY LOCATION
SWALE DRAIN
EXISTING STORMWATER DRAINAGE
———s——— __EXISITNG SEWERAGE RETICULATION
———*"——— EXISTING WATER RETICULATION a
———%§——— EXISTING OVER HEAD ELECTRICAL ee Pane ea
—— vse ——— EXISTING UNDER GROUND ELECTRICAL ? Re ae :
———wr——— EXISTING UNDER GROUND TELSTRA /9Y | --93 94°
7
i EXISTING SEWER RISING MAIN Wie 7 ig
oe S
CAUTION 1! 7 .
UNDERGROUND = EXISTING POWER POLE
ELECTRICAL CABLES = panera Z ¥
UNDERGROUND ELECTRICITY 7 7 — os
OF EXTENT OF WORKS. : 4 =a —
HTACT HUROY Dah eae BE RL 103.40 [oe RL 10349! 'Ibe, RL 103.53)8E a 103.59) BE RL 103.74BE AL 103.75]BE RL 103.9%
LOCATIONS. EXTREME CARE MUST BE\RL 103.32 /FLRL°W03.70 JFL RL 103,771 “TFL RL 103.83)FL RL 103.69] FL RL 103.96FL RL 104.05)FL/ RL 104.2
BE TAKEN WHILST EXCAVATING FL RL 103.62 5 eas if ily | is ae Ye 7 i
7 fl Se 104 2
CAUTION | |{ CAUTION I . 02
UNDERGROUND OVERHEAD
TELECOMMS CABLES || ELECTRICAL CABLES
UNDERGROUND TELECOMMUNICATION OVERHEAD ELECTRICITY CABLES
CABLES EXIST IN THIS VICINITY. EXIST IN THIS VICINITY. CONTACT
CONTACT SUPPLIER FOR CABLE ENERGEX WHERE CABLE -
LOCATIONS. EXTREME CARE MUST CLEARANCE IS COMPROMISED BY 2, 2,
BE TAKEN WHILST EXCAVATING. MACHINERY. . : Dy 4 * : "2
pret BISEX BiCBE BPOE x BIDS NTS X_15-001261_CUTFILLHATCH USR: tim huyah . . REF NO. 132007.2398.02
jar [ais | law a Tome METRES CROP Wo Coen Daa TE
AMENDMENT DETANLS SURVEYOR: ML_SURVEYS
we [ar [is [pass "iW 38 Leybourne Street, Chelmer OLD 4066 PALM LAKE con Parvun BULK EARTHWORKS
u 1500 1050 10 2 M1 Mob: 0: bh 22) [email protected] S a LAYOUT PLAN
He Drawn cpecx| *1°° a PRORCT te ‘APPROVED “ur 19 TRADING POST ROAD H Cale Consulting (QLD) Pty Ltd oy SHEET 1 OF 3
iP COOROY C | re Grune Foor, 545 Queen Sree, Brsbone, QUD Avsroba 4000 Endorsed Pee 4
NIE 15-001261 MATTHEW HILL RPEG 11578 Telephone 07 3895 3444 Facsimile 07 3895 3400 Sompany
sir FOR & ON BEHALF IBBE-CONSULTING (QLD) PTY LTO RETIREMENT VILLAGE CONSULTING Brihane Canbera Metboume Sydney Singapore Sunthine Coast Lic 4084 15-001261-102

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 4

 

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

 

 

 

Page 5

 

  
 
 
 
 
 
  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

es

ON

Leah ee

   
 

FL RL 106.16 |. FL-RL 106.37

=

  

BE RL: 106.07 y

 

T

— rs ai
a Bes NEN, 2 Ley
BERL 105.51} BE RE 105.86 « E RL 105.86 ©. 4
«| FL RL~105.81 FL RL 106:16 '

< L

7
! 7

 

 

JOINS SHEET 2
ee

x BE Se 3
BERL 106.66 BE RL 106.60 “EIQ BE RL 106.60! | BE RL906.27
b FL RL 106.96 FL RL wnss0~ Dy «

~ cnt f 7 i
4 MC 23 Seeds a r / i i Ql
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\.
oe eS = Py a 1
-“No By \o:
10

<< a

 

FL RL 106.90 |

MAD 12--- =

   
  

He 3

 

ps

 

F q 21 = 216
KP hI BE,RL 106.97 | BE RL 106.79

RG a
We 9

(VA BE RL 106.79

ane

FL. RL 106.57

   
  

 

5.

 

 

 

 

ee

 

 

AL RLIn727_ | FL RL 107.09 J] J Baie FL RL 107.09 |

 

 

  

7
RS

 

 

=
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

 

 

 

Page 6

 

MAX 1 IN 2 BATTER TO NATURAL.

   

&

   

PB
PB
B

  

6.88m - CLUBHOUSE -

   

TYPICAL ROCK BOULDER RETAINING WALL.

 

 

   

— SS ——\_ = —— =
SECTION (A) SECTION (@
SCALE (Ai: 100 G02)
LEGEND SCALE (4311200 See (ah4z00 NY

BULK EARTHWORKS LEVEL
FINISHED SLAB LEVEL

PB

  
    

 

 

 

 

 

 

—————-= NATURAL SURFACE
TYPICAL CONCRETE
FINISHED E
SLEEPER RETAINING WALL. | [ ISHED /SUBEAE LEVEL 150m VARIES
oo Se ee ~ EXISTING TRADING POST ROAD -
- BOWLING GREEN - _ _ __ {TO BE CONFIRMED)
SECTION CS \ aw EARTHWORKS LEVEL
SCALE (A31:1:200 SECTION (7H)
TYPICAL CONCRETE Se nee SCALE TAN: 1700 047

SLEEPER RETAINING WALL. FULLY TURFED. SCALE (A3):1:200

2
&

  
 
 

 

4.00m.
OFFSET FROM SITE BOUNDARY

   

RETIREMENT LIVING/AGED CARE
SHARED BOUNDARY

 

 

 

 

 

 

 

 

 

 

SECTION S = BOWLING GREEN -_ — — = — — = = FUTURE AGED CARE FACILITY -
SCALE (A3):1:200
£ 2
TYPICAL CONCRETE SECTION (4104
SLEEPER RETAINING WALL. SCALE (AN: 1.100 (1027
Soe ee — So _ SCALE (A3):1:200
FUTURE BUILDING LINE ROAD 3
=
ei 2
& | \ SECTION &
- &
3.00m 3.00m 2.00m 1.50m 3 cate ap tao Nez
3
| FL_RL £ 2 RETIREMENT LIVING/AGED CARE
LTE oF -——BE RL 5.00m TURFED SHARED BOUNDARY

 

 

  

 

 

FINAL GRADE TO

TYPICAL ROAD ACCESS SECTION BE 1 IN 14 MAX

- FUTURE AGED CARE FACILITY -
AT DRIVEWAYS

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

MINIMUM 0.30m
DEPTH TYPICAL
SECTION (E SECTION (K
SCALE (AD: 100 \902/ SCALE (ANE 1.100 (704)
SCALE {A3):1:200 SCALE (A3)-1:200
2 2
© ° © REFER ROADWORKS AND MINIMUM 0.30m
3.00m WIDTH VARIES, , 22.04m _ 2 150m & DRAINAGE DRAWINGS FOR DEPTH TYPICAL
LANDSCAPE BUFFER APPROXIMATE REMAINING LENGTH OF LOT SETBACK FOOTHPATH DETALS SECTION TD)
Oe a SCALE (ATE 1100 \ G04)
~~ — — PROVIDE 025m HIGH BUND T To RE me et Sp epee SCALE (A3):1:200
(1 IN 4 SIDES) ALONG mn oie ~
BOUNDARY TO DIVERT RUN-OFF eBUM 2.2m
TO OVERLAND FLOW PATH. 4 2 ROAD 1
SITES 5 TO 30 ONLY.
SECTION (F\
SCALE (Atl: 100 \ 403)
SCALE (A3):1:200
ries sonnet Usk ie apn EP REF NO. 132007.2398.02
Tal Gack RT Gee Sua Oe SORE TTT TaCROF Wo crn DaRWRE TE
AMENDMENT DeTALS SURVEYOR: ML_SURVEYS #~
es anes 38 Leybourne Street, Chelmer QLD 4068 PALM LAKE CONSULT AUSTRALIA BULK EARTHWORKS
ie 00 1 0 1 2 3 4 5 at Mob: 0412 744 223 E: [email protected] — 2 Nd INTERFACE SECTIONS
N 1200 a3 PROJECT No. "APPROVED 1
AG DRAWN GHECK 19 TRADING POST ROAD Calibre Consulting (QLD) Pty Ltd ‘Qualy
ie 15-001261 Akt COOROY Callore Sr Gt ABD Pa ~
NE | MATTHEW HILL RPEQ 11578 Telephore 07 3895 3444 Facsimile 07 3895 3400  {@0%en!
Sir FOR & ON BEHALF OF SULTING (aLO) PTY LTD RETIREMENT VILLAGE CONSULTING shee Cae Aebune pny Sepp Semen cam “SOE 15-001261-105