06/0221 - Approved plans · 142006.221

Section 2

R.P.D. LOT 9 ON RP 225312
PARISH OF WEYBA
COUNTY OF MARCH
TOTAL AREA = 2.50 ha

NOTE:
1. LEVEL DATUM - AHD
2. ORIGIN - PSM No. 78213 RL. 21.597
. ALL SURVEY INFORMATION ON THESE

NOOS
DEVELOPMENT pS ‘A SHIRE COUNCIL
REC'D By.

RMIT OPERATIONAL WORKS No,.@@ saz
Z_ ADA
AMEND CKD BY.

teeter APL, DATE:
RECOMMENDED FOR APPROVAL

HVAOOD

See :
: aS ~
. mw le (A eae ee So UND
PLANS SUPPLIED BY - PMM GROUP IS eu Sh 3 ANY SPECIFIOA Ong CUMSTANCES MAY THE PLAN a
WRITTEN AFPROVAL of the MANAGER fot WUHOUT THE

. ND DEV!
PLANS APPROVED DEVELOPMENT
i IATE Zs; Zz

SPIGIIOT

a=
---8

EXISTING SITE CONTOURS {0.2 INTERVALS)

EXISTING STORMWATER DRAINAGE

estas
--- Sere

ve

EXISTING SEWER PIPE

EXISTING WATER SUPPLY

EXISTING FIRE SERVICE

EXISTING GAS.

EXISTING SITE FOOTPRINT

EXISTING FIRE INDICATOR PANEL CONDUIT

EXISTING ENERGEX

EXISTING ELECTRICAL CONDUIT

EXISTING KERB AN CHANNEL

 

EXISTING SERVICES

THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING
SERVICES WITH RELEVANT AUTHORITIES BEFORE COMMENCING WORKS. WHERE
OVERHEAD PUBLIC UTILITY LINES AND SURFACE DRAINAGE WORKS ANO/OR
UNDERGROUND PIPES, CONDUITS, OR CABLES, EXIST IN THE VICINITY OF THE WORKS,
THE CONTRACTOR SHALL TAKE CARE TO PROTECT SUCH FACILITIES FROM DAMAGE,
AND IN THE CASE OF ANY DAMAGE OCCURRING 10 SUCH FACILITIES, THE MATTER
SHALL 8€ IMMEDIATELY REPORTED TO THE RELEVANT AUTHORITY AND TO THE
SUPERINTENDENT. THE COST OF THE NECESSARY REPAIRS OR RENEWALS SHALL BE
BORNE ENTIRELY BY THE CONTRACTOR WHETHER OR NOT THE EXISTENCE OF SERVICES
ARE INDICATED ON THE DRAWINGS.

MCH4469

NOTE: EMERGIX LOCATIONS ARE APPROXIMATE ONLY FROM
CHERGEX PLRS. LOCATIONS ARE TO BE CONFIRMED
PREOR TO START OF CONSTUCTION. PHORE COTD
SERMICE LOCATIONS OM 1100 FOR OETAILS.

Galsta

NOTE: TELSTRA LOCATIONS ARI APPROXIMATE ONLY FROM
TELSTRA PLANS, LOCATIONS ARE TO SE COMFIRUED

EXISTING SITE & CONTOURS PLAN

5 0 8 2 25

PRIOR TO START DOF CONSTRUCTION. PHONE DSYD
‘SERVICE LOCATIONS OM 1100 FOR OETALS.

SCALE 1:500 (an)

 

   
 
   
       
  
   

50am

    

    

      

‘BRORCT

PROPOSED EXTENSION TO AGED CARE
FACILITY

COOYAR STREET, NOOSA HEADS
OZCARE

con
DIMOND ARCHTECTS PTY. LTD. Pe o5Neoo  |""c.02 |"P3I

 
   
    
   
   
  
     
     

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EXISTING SITE & CONTOURS PLAN

 

  
 
  

 

{areca en prone af ANTEC PELL Cio QANTES McWILLIAM
agearetoehaes etry cee

consulting engineers
Sryant House

cae sees? Toca 2]
DaAwh otsronep 2
rgacreeconss__O*P svengeaton TOL ad
a a a Suite 3, Level 2, 26 Duporth Ai
halon GOOGET foe J cic Leela ugrt avene
pRoeCT ORRECTOR RPED No. 1434 ena ‘AY PO Box 1196 Maroochydore Cid 6558

AEA Telephane: (071 5679 6666
ACN 008142665 Facsimile: 107} 5479 4666

: [email protected]
Brisbane > Gayndah 0 Gladstone > Barsectycors 2
Maryborough > Rockhampton 2 Darwin o Alice Sorings

 

    

 

 

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Arcatetts ether Comallan's and SaaeCaatactr's eee, P2_| ISSUED FoR FENDER /Comes TRUE TON,

ISSUED FOR OPERATIONAL WGRKS APPROVAL
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PROPERTY BOUNDARY

EARTHWORKS SHALL BE CARRIED OUT iN
ACCORDANCE WITH SECTION 3.8 OF COUNTRS
ENGINEERING DESIGN STANDARDS MANUAL - SO
AS NOT TO CAUSE THE ADDITIONAL PONDING OF
WATER ON ANY ADJOINING LANDS OR THE
BLOCKAGE OF, OR INTERFERENCE WITH, ANY
NATURAL WATERCOURSES

At SHEET

300ma

 

 

FINISHED SURFACE LEVELS (EARTHWOAKS)

EXISTING SITE CONTOURS (0.2 INTERVADS)

200me.

EXISTING STORMWATER DRAINAGE

 

EXISTING WATER SUPPLY

 
 

  

  
 

 

 

 

 

 

 
 

 

 
 
 

EXISTING ELECTRICAL CONDUIT a

   
 

 

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EXISTING SITE FOOTPRINT

 
 
 

EXISTING KERB ANO CHANNEL

Awe,
BUCKEARTH
ae w 25 5 715 10 as.

 

 

 

  
 
 
 

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GERALDO K CROUCHER
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INTEC RMILLIAM Conalting Engineer atcepth no cergmnainy for
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th ecpbe ect a Copy ed by GANTEC VLLIAR,

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ISSUED FOR ON ORHATION REQUEST
(SUED FOR TENDER/CONSTRUC TOM
{SSUED FOR OPERATIONAL WORKS APPROVAL

 

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EARTHWORKS ARGUND MAINTENANCE
‘SHED AREA TO BE 20¢am BELOW
GRADING PLAN (C06) LEVELS TO
ALLOW FOR GRAVEL PAVEMEN!

BULK EARTHWORKS.

 
  
 
 

 

 
 
  

 

  

 

   

 

EXISTING ADMIN

WING REISS SJ

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EXISTING SPECIAL

\ CARE WING

 

consulting engineers
Bryant House

 

OF Maroochydore Gid 655

Telephone: (07) 547:
ACH, 006 342 065 Facsimile: (07) S479 4644
E-Hail:

[email protected]

Brisbane © Gayndah 2 Gladstone >

Mar ybarough 9 Rockhampton o Darwin 2 Alice Springs

PROPERTY BOUNDARY

“~

W GANTEC McWILLIAM

Suite 3, Level 2, 26 Duporth Avenue
PO Bex 1196 Maroochydore Old 6558
9 6666

  
    
 

   
    
   
    

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PROPOSED EXTENSION TO AGED CARE

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JEVL.LGPMERT PERMIT OPERATIONAL WORKS io
\ REC'D BY. ye E
etree AOR DATE. 227

MEND CKD BY.......

 

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PROVED

     
     

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EXISTING SERVICES
THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING
SERVICES WITH RELEVANT AUTHORITIES BEFORE COMMENCING WORKS. WHERE
OVERHEAD PUBLIC UTILITY LINES AND SURFACE ORAINAGE WORKS AND/OR

UNDERGROUND PIPES, CONDUITS, OR CABLES, EXIST (N THE VICINITY OF THE WORKS,

THE CONTRACTOR SHALL TAKE CARE TO PROTECT SUCH FACILITIES FROM DAMAGE,
AND IN THE CASE OF ANY DAMAGE OCCURRING TO SUCH FACILITIES, THE MATTER
SHALL BE (MMEDIATELY REPORTED TO THE RELEVANT AUTHORITY AND TO THE
SUPERINTENDENT. THE COST OF THE NECESSARY REPAIRS OR RENEWALS SHALL BE
BORNE ENTIRELY BY THE CONTRACTOR WHETHER OR NOT THE EXISTENCE OF SERVICES
ARE INDICATED ON THE DRAWINGS.

 

      

 

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BULK EARTHWORKS PLAN

 

   

 

ARCHITECT
DIMOND ARCHITECTS PTY. LTO.

    

  

 

{IONS BE DEPARTED FROM W UT
APPROVAL of the MANAGER LAND DEVELOe

     

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Section 7

  
   
   

 

 
 
   

  
   

   
     
      

 

  

 

   
  
     
 
    
   

   
   
     
  

 
   
   
  
   
 

  
   
      

 

  
    

 

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IZ TRIMMER BARS 150 EDGE COVER)
NOTES GOLSTER CUT SLAB (3W x 300) AND FALL LAP 300 PROVIDE 650 x 450 BOLSTER CUT SLAB GW x 300), .
_ JOINT TO tm BELOW SURFACE WITH DOW CORNERS SARS FILL JOINT TO tem BELOW SURFACE
1. FOR EXISTING SURFACE LEVELS, REFER TO PHM 12. PRIOR TO PLACING THE PAVING MATERIAL, THE CORNENG B60 SALCON JOINT SEALANT DiSCONTINUE FABRIC Toe oRNING £88 SHLICON
GROUP SURVEYS PLAN OF SURVEY. SUBGRADE SHALL BE TRIMMED 70 THE CORRECT LINE 40mm FROM KENT
AND SHAPE AND SHALL BE COMPACTEO TO A DENSITY oe
2. FOR LAYOUT, DETAILS ANO LEVELS AROUND PAVED NOT LESS THAN 100% OF THE MAXIMUM DRY DENSITY ° INT
AND LANDSCAPED AREAS, REFER TO THE AS DETERMINEO BY THE STANDARD COMPACTION TEST z ISOLATION JOINT -
LANDSCAPING PLANS, (AS. 1289 £5.10. DOWEL JOINT - DJ
CONTRACTION JOINT - CJ
3. ALL SET OUT OF ROADWAYS AND CARPARKS SHALL BE (UT OUT EVERY SECOND WIE
CONFIRMED WITH THE SUPERINTENDENT PRIOR TO 13, IMPORTED FILL MATERIAL SHALL BE SUPPLIED 20 x 380 LONG DOWELS AT DIRECTLY UNGER JONT AND SLAB EDGE THICKENING - SET
COMMENCING WORK AND COMPACTED WHERE NECESSARY, TO OBTAIN 300 CRS, GREASE ONE END «25e:n, DEPRESS FABRIC LOCALLY.
SUBGRACE LEVEL IMPORTED SPECIAL FILL MATERIAL PROVIDE SUPPORT ASSEMBLY . 1
4. ALL DIMENSIONS ARE IN METRES ON PLAN VIEWS. SHALL BE APPROVED GRANULAR MATERIAL WITH aotevee FELS PARALLEL
THE FOLLOWING PROPERTIES: CONTRACTION JOINT (CJ)
ANO MILLIMETRES ON DETAILS UNLESS NOTED — Eee
~ MINIMUM CBR 15% DOWEL JOINT N32 CONCRETE
OTHERWISE. = PLASTICITY INDEX NOT EXCEEDING 12% DOWEL JGINT (DJ) rs
5, SET OUT DIMENSIONS ARE TO NOMINAL FACE OF ~ MAXIMUM PARTICLE SIZE 75 MILLIMETRES cage ear AE ire 30 WINN 20 HOURS CF CASTING
KERBS FOR KERB ONLY AND LIP OF KERB FOR - LINEAR SHRINKAGE (PASSING 0.425 mm) 2% ~ 8% ABTERNATIVELY: SAW CUT SLAB IN LIEU OF BOLSTER CUT SEAL AS ABOVE.
KERB ANO CHANNEL UNLESS NOTED OTHERWISE. 3h 20 WIT 26 HOURS OF CASTING.
14, COMPACTION TEST RESULTS AND TEST LOCATIONS "
6. ALL KERB RADI ARE GIVEN IN METRES. UNLESS FOR BASE COURSE TESTING, SHALL BE SUBMITTED
7 TO AND APPROVED BY THE SUPERINTENDENT PRIOR
7. RADII SHOWN ARE TO NOMINAL FACE OF KERB OR TO TO PLACING SURFACING. SHOULD ANY TEST FAIL,
EDGE OF PAVEMENT WHERE KERB NOT REQUIRED. THE CONTRACTOR SHALL RE-WORK THE AREA AS
: REQUIRED OR AS DIRECTED TO OBTAIN THE
9, ALL LEVELS ARE GIVEN IN METRES UNLESS NOTED SPECIFIED COMPACTION.
OTHERWISE, EDGE OF BUILDING, CONCRETE, Se AT DETAR, DISCONTINUE FABRIC 300
15, ALLOWANCE SHALL BE MADE FOR THE FOLLOWING COLUMNS, MANHOLES, PITS E U ‘40 mom FROM EXD TooueD eoce HE AT XEN
9. ALL LEVELS ARE FINISHEO PAVEMENT LEVELS UNLESS TESTING TO BE CARRIEO QUT. DISCONTINUE FABRIC 40 FROM EDGE ‘SAW CUT THROUG! TO EXISTING PAVEMENT
NOTED OTHERWISE, 20 FOSROC EXPANDITE BITUMEN < EXISTING SURFACE
Fit AND IMPORTED FILE - ALLOW FOR IMPREGNATED FBREBOARD (OTUMEN 4
10, THE CONTRACTOR SHALL VERIFY THE LOCATION OF COMPACTION TESTS TO BE CARRIEO QUT AT CONTENT FULLY BOUND) OF EQUIVALENT. i ewan Bam AC SURPACNG
ALL EXISTING SERVICES PRIOR TO COMMENCEMENT OF THE RATE OF 1 TEST PER 200 sqm PER LAYER. LAP 300, PROVIDE 4
THE WORKS. 450 x 450 CORNER MIN 150mm CBREG (MRO TYPE2.;
16. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENOENT 2 BARS. Sa Meta Mea OR DEPTH TO MATCH EXISTHG PAVEMENT
’ g GRANULAR iT ison
11, EXISTING SERVICES INCLUDING MANHOLE COVERS, PITS, WHEN THE SUBGRADE, AND CONCRETE PAVEMENT reomen ban cso e0ce covER TG R'SOUNO VERTIACL FACE
VALVE SPINDLES AND COVERS, HYDRANT RISERS AND PRE-POUR INSPECTIONS ARE REQUIRED. TESTING SHALL SETS BERR TT Te ee SOs aos COERER BAR 200uH VISIOUEEN TYPICAL JOIN DETAIL
COVERS SHALL BE RAISED OR LOWERED TO SUIT THE BE PROOF ROLLING THE AREA WITH A FULL WATER TRUCK ° °
NEW FINISHED SURFACE LEVEL. OR SIMILAR VEHICLE, IN THE PRESENCE OF THE ENGINEER. ISOLATION JOINT (J) SLAB EDGE THICKENING (SET) PAVEMENT TO EXISTING

    
  

    

WEBFORGE GRATE & FRAME
MSG66A - [LIGHT DUTY) - CLASS.
MSG66C - (MEDIUM DUTY) - CLASS ‘C’
OR EQUIVALENT. FRAME TO BE CAST
INTEGRALLY WITH CONCRETE.

 
  
 

 

NOMINAL FACE
OF KERB.

 

NTS

N32 CONCRETE

NTS.

2% FALL
—_—e

   
 
  

 

      
 
     
       
        
 
          
     
           
   
 
 
      
   
  

‘SU67 FABRIC MESH
30 TOP COVER 1

    
   
 
   
   

NOTE:
1, N20 CONCRETE
2. UGHT CUTY GRATE TO LANDSCAPE

AREAS, MEDIUM DUTY TO
TRAFFICABLE AREAS,

 

WAS

 

 

 

“al

BASE COURSE 30 MIN. CLEAN SAND.
REINFORCED CONCRETE PATH DETAIL
NTS

FOR JOINT DETANLS REFER BCC
‘STANDARD ORAWINGS R-007

150

BARRIER KERB - B2

$L82 FABRIC CENTRALLY
LOCATED.

 

 

5
SOFA

NOM 600x600

N25 CONCRETE
, JOINTS @ 3m CRS
NTS

REINFORCED INVERT CROSSING

150

     
    
     

  

 

  
  

 

MIN TON cil
600x600 FIELD GULLY DETAIL NOOSA SHIRE cours of
_ DEVELOPMENT PERMIT OPERATIONAL sme
REC'D BY... o Daren
aMe ND OK . a DATE # , ‘SLA2 FABRIC TOP COVER 50
AMEND CKD BY....--- OAL
RECOMMENDED FOR APP 7 A 4s0
nn CUMSTANGES MAY THE PLAN 2 a .
ER NO. CIRCUM EpARTED FROM Wie OPMENT _ Ue ae
SeECEIGATIONS OVAL of the MANAGER R LA aS :
& wal $L72 FABRIC, CENTRALLY 180 THICKNESS
[* PLANS APPR ROVED LOCATED. «so CONCRETE INVER ; REINFORCED CONE DETAIL SRE Cones te ETAL
ante AIF. (Oe fas 600 CONCRETE INVERT CRETE IN I vo cowcere
DATE 27 sais BS Cs JOINTS @ 3m CRS
:

   
  
   
  
 
  
  

       
   
  
 
   
 
      
 

  
 
  
    
 

    
  

 

 

Crore he wits at pat of thea rosa
faa wth th wPTeR permis at QANTEC Pr WRLLIAM Carating
Cngnaers cosets a ithe Cobar,

GERALD K ‘
PROECT DRECTOM me No, 16 34]

16.11.08
DATE

QANTEC McWILLIAM

consulting engineers.

Bryant House

Suite 3, Level 2, 26 Duporth Avenue

Maroochydore Qtd £559

PO Box 1195 Maracchydore Old 4550

Telephone: (07) 5079 4566

Facsimile: (O7FS475 6604

E-Mail: [email protected]
Brisbane © Gayndah o Gladstone 2 Warsoctydors

Maryborough 2 Rockhampton o Darwin o Alice Springs

PROPOSED EXTENSION TO AGED CARE
FACILITY

COOYAR STREET, NOOSA HEADS
[DzcaRe

BREATECT

DIMOND ARCHITECTS PTY. tL TD,

CONSTRUCTION DETAILS AND NOTES

 

 

SaaS
ANTEC PeWALLAN aout Engen cept na espns
resting Prom fhm

 
  
 
   
  

 

 

 

—| SN

ACM. O86 302 085,

 

  

 

SCALES ‘CUERT PROREY Wo.

AS SHOWN

3 | tesven Fon peoRMaTION REGUEST
ISSYED FOR TENDER/CONSTRUCTION
TSSUED FOR OPERATIONAL WORKS APPROVAL,

7.03.06
200406
Wrtes

 
 
   
   
   

 

 

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Section 9

stan A1 SHEET

Stam

 

 

 

 

   

Ungineara conattutes an miregeaant ot cnyrght.
Scape
‘antec

  
  
  
   

  

whan

EROSION AND SEDIMENT CONTROL

CONSTRUCTION SEQUENCE
1. INSTALL DIVERSION DRAINS, SEDIMENT FENCES AND CONSTRUCTION
ACCESS SEDIMENT TRAP.

. INSTALL STORMWATER DRAINAGE PIPES FOR THE CONNECTION OF
STORMWATER DRAINAGE STRUCTURES.

}. PROVIDE MESH AND AGGREGATE PROTECTION TO ALL PITS.

. CLEAN THE CONSTRUCTION AREAS OF ALL TREES AND GRASS. MULCH
OBTAINED FROM TREES TO BE STOCKPILED FOR REUSE IN LANDSCAPING.

SITE FOREMAN TO BE RESPONSIBLE FOR MAINTENANCE OF SiLT AND
EROSION CONTROL OEVICES. REFER MAINTENANCE PROGRAM,

;. REMOVE EROSION AND SEDIMENT CONTROL DEVICES PROGRESSIVELY AS
LANOSCAPING ANO PAVING WORKS ARE COMPLETED.

MAINTENANCE PROGRAM

EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED OY SITE FOREMAN
ANO MAINTAINED WEEKLY AND AFTER EVERY RAIN EVENT AS FOLLOWS.

1. SEDIMENT FENCES SHALL BE CLEARED OF ANY SEDIMENT ANO DEBRIS
2. EROSION TO CATCH CRAINS SHALL BE MONITORED ANO RECTIFIEO .

3. SEDIMENT FENCE WEIRS SHALL BE CHECKED TO ENSURE THEY ARE IN
WORKING ORDER.

. FIELO GULUIES SHALL BE MONITORED TO ENSURE THAT PROTECTION
DEVICES ARE FUNCTIONING PROPERLY.

. FIELO GULLY PROTECTION SHALL 8€ CLEARED OF ANY SEDIMENT AND
DEBRIS BUILO UP.

ANY SEDIMENT ANO OR OEBRIS TO BE CLEARED FROM EXISTING PAVEMENT
AREAS (AFTER MAJOR STORM EVENTS) DOWNSTREAM OF SEDIMENT FENCES

IF REQUIRED.

MAINTENANCE OF PUBLIC ROADS
WHERE NECESSARY...

1. ALL CONSTRUCTION VEHICLES DEPARTING THE SITE
SHALL HAVE THEIR TYRES WASHED DOWN.

THE CONTRACTOR SHALL INSPECT THE PUBLIC ROADS
ADJACENT TO THE SITE DAILY AND REMOVE ANY SOT,
OR SILT DEPOSITS.

TRE CONTRACTOR SHALL PROVIDE A SEALED WASH-DOWN
AREA AND ANY STORMWATER INLETS ADJACENT TO THIS
AREA ARE TO BE PROTECTED FROM SILT INFILTRATION.

. THE WASH-DOWN AREA SHALL BE LOCATED SUCH THAT
SILTED WATER IS FILTERED FHROUGH VEGETATED AREAS
PRIOR TO LEAVING THE SITE, SHOULD THE WATER POND
IT MUST BE TESTED IN ACCORDANCE WITH THE EROSION
AND SEDIMENT CONTROL PROGRAM PRIOR TO DISPOSAL.

GEOFABRIC FABRIC

BIDUM 36 OR 2

RUNOFF TO BE DIRECTED
TO A SEDIMENTATION TRAP.
REFER DETAIL

 

NOTE:

THE TOP ELEVATION OF THE AGGREGATE AND THE MESH FILTER
SHALL BE AT LEAST (Stmra BELOW THE SURROUNDING GROUND LEVEL INCLUDING ANY NECESSARY PERIMETER
BERKS.

 

@ UNBOUND PAVEMENT MATERIAL {GRAVEL) TO GRAOING 'B’. TABLE 9
OF QT SPECIFICATION MRST1,05, EXCLUCE MATERIAL FINER THAN
AS. SIEVE 236mm

TEMPORARY CONSTRUCTION ENTRY/EXIT
SEDIMENT TRAP

NTS.

EARTHWORKS AND COMPACTION NOTES

1, CLEAR THE SITE OF ALL DEBRIS INCLUDING EXISTING
BUILOING RUBBLE AND CONCRETE SLABS, TREES
EXCEPTING THOSE TO SE RETAINED, GRASS AND
VEGETATION. EXCAVATE TREE ROOTS WHERE REQUIRED,
AND REMOVE FROM SITE STRIP ALL TOPSON FROM ALL
AREAS AND STOCKPILE FOR FUTURE USE IF REQUIRED,
OR REMOVE FROM SITE.

COMPACT THE EXPOSED SUBGRADE GR LGOSE TOP

LEVEL MATERIAL TO A MINIMUM 100% STANDARD

MAXIMUM DRY DENSITY TG AS1289 5.1.1, ANY "SOFT SPOTS’
IDENTIFIED BY THE PROOF ROLLING SHALL BE

REMOVED AND REPLACED WITH A COMPACTED.

sMPORTED GENERAL FBL MATERIAL TO THE

ABOVE COMPACTION REQUIREMENTS,

|. EARTHWORKS SHALL BE CARRIED OUT BY CUT AND
FILt OPERATIONS TO ACHIEVE LEVELS IN ACCORDANCE
WITH THE FINISHED SURFACE LEVELS AND MINIMUM
PAVEMENT DEPTHS SHOWN ON THE CRAWINGS.
FILL MATERIAL SHALL BE PLACED IN LAYERS NOT
EXCEEDING 225mm LOOSE THICKNESS AND SHALL BE
COMPACTED AT NEAR OPTIMUM MOISTURE CONTENT TO
ACHIEVE THE SPECIFIED COMPACTION STANDARDS.

. ALL EARTHWORKS FILL AND EXCAVATED AREAS
‘SHALL BE COMPACTED TO 100% STANDARD
MAXIMUM DRY DENSITY {AS 1269 5.1.1) [N LAYERS,
NOT EXCEEOING 1S¢mm COMPACTED THICKNESS.

3. SPOIL FROM STRIPPING AND EXCAVATION SHALL BE
STOCKPILED ON SITE WHERE DIRECTED BY THE
‘SUPERINTENDENT.

. THE CONTRACTOR SHALL CARRY OUT THE FOLLOWING
TESTING,
A} FILL AREAS - COMPACTION TESTS TO BE CARRIED
QUT AT THE RATE OF 1 TEST PER LAYER PER
200m? OR PART THEREOF.

BI CUT AREAS - COMPACTION TESTS 10 BE
CARRIED CUT UPON COMPLETION OF CUT GPERATIONS
AT THE RATE OF 1 TEST PER 200m* OR PART THEREOF.

. TESTING OF EARTHWORKS SHALL BE AT THE
CONTRACTORS EXPENSE.

EARTHWORKS

THE EARTHWORKS CONTRACTOR IS TO ENSURE ALL REQUIREMENTS.
OF THE QUEENSLAND FIRE SERVICE AND COUNCIL'S AREA HEALTH.
SURVEYOR ARE ADHERED TO QURING THE BURNING OF MATERIALS.
ON THE SITE. OPEN FIRES SHALL NOT BE PERMITTED WITHOUT THE
REQUIRED PERMITS FROM THE FIRE SERVICE AND ADVICE OF THE
INTENTION TO BURN BEING GIVEN TO COUNCIL'S AREA HEALTH
SURVEYOR AND ADJACENT LOCAL RESIGENCES.

10 PREVENT DAMAGE TO EXISTING REVETMENT WALLS, HEAVY
EARTHMOVING EQUIPMENT IS NOT PERMITTED TO TRAVEL CLOSER
THAN Sm TO THE WALL FACE.

ANY AREA TO BE FILLED SHALL BE STRIPPED OF TOPSOIL AND
COMPACTEO AS SPECIFIED AND ALL SATURATED MATERIAL SHALL
BE REMOVED DOWN TO AN APPROVED LEVEL. THIS SATURATED
MATERIAL AFTER EXCAVATION SHALL BE REMOVED TO SPOIL OR
STOCKPILED AS UNDER "EARTHWORKS" IN THE JOB SPECIFICATION.
AFTER APPROVAL IS GIVEN THE AREA SHALL BE FILLED WITH
MATERIAL FROM ROADWORKS AND COMPACTED AS SPECIFIED.

ANY AREAS WHERE CUTTING HAS TAKEN PLACE SHALL BE
COMPACTEO AS SPECIFIED WHEN FINAL LEVELS HAVE BEEN REACHED .

UPON COMPLETION OF INITIAL EARTHWORKS, AS SHOWN ON THE
CROSS SECTIONS, THE CONTRACTOR SHALL NOTIFY THE
SUPERINTENDENT PRIOR TO TOPSOILING OF ALLOTMENTS. AT THIS
STAGE, THE SUPERINTENDENT MAY DIRECT THE CONTRACTOR TO
UNDERTAKE FURTHER ALLOTMENT IMPROVEMENTS.

EARTHWORKS TESTING SHALL BE UNDERTAKEN AS SPECIFIED.

UPVC CORRUGATED & SLOTTED
CLASS 100 POLYETHYLENE
DRAINAGE PIPE WITH PERVIOUS
GEOFABRIC SOCK, HALF FILLED WITH
20mm GRAVEL AND ENDS SEALED,
TIE TO STEEL PICKET

WRAP GRATE WITH A24
PERVIOUS GEOFABRIC OR
APPROVED EQUIVALENT,

P=

GULLY PIT

 

PERVIOUS GEOFABRIC
INLET PROTECTION

NTS.

 

 

 

 

THEWILLIAN Cenacling Engheers accepts na resporsblty 9

 

taeiens

 

 

3 | ISSUED FoR nFORMATION REQUEST

070106

 

 

cig ana hction verity a apa

—
ar Conn an oe Seb-Cer Ae ew, TSSUED FOR TENDER/CONS TRUCTION

 

200106

 

CHC

 

 

 

 

 

 

 

   

‘eras tenecelars, tesa specifkally cones, ara tobe
rem the arches w athar CotaidPints drei.

 

 

 

  
      

  
     
 
 
     

PROCT DeRtE tom

14.11.05,
oare

FIX TO TOP OF STAKE WITH
‘SHADECLOTH FASTENER OR
TIE TO STEEL PICKET

50x50 HW STAKE OR STEEL
PACKET 1200mm MIN LONG

GEOTEXTILE FABRIC
AND SLEZ

Overtar
nd Flow

 

SEDIMENT FENCE

ALTERNATIVE 1

SL&2 FABRIC
TO AS 1304

OISTURBED
AREA

ag

On
Se

we

100 MIN VERTICAL OVERLAP OF FABRIC

UNDISTURBED
AREA

SEDIMENT FENCE DETAIL

NTS

REFER LAYOUT PLAN FOR
SURFACE TREATMENT AT

WEIR TO BE 600mm WIDE
WEIR OUTLET

EIR TO GE cote tj -—__—-
UNO. ON LAYOUT PLAN 1

CONSTRUCT WEIR SIMILAR
TO SEDIMENT FENCE

 

WEIR HEIGHT TO BE.
150mm UNO. ON LAYOUT
PLAN

ELEVATION

SEDIMENT FENCE WEIR
NTS

QANTEC McWILLIAM

consulting engineers

      
   
  
   

  

wamgga __OMP Sryant House
GE Suite 3, Level 2, 26 Dupotth A
GERALD K CROUCHER Maroochydore Ad 4598

 

 

PO Sax 1196 Maroochydore td 4558

Tetephone: (071 5479 4665

Facsimile: (07) 5679 ogee

E-Mail: [email protected]
Brisbane o Gayndah 2 Gladstone o

Maryborough > Rockhampton a Darwin 0 Alic

EaauaVa

ACA ONS 367 065

       
    

yds 9
e Springs

  

 

PRONE

 
    
   
     
 

FACILITY

    

PROPOSED EXTENSION TO AGED CARE

COOYAR STREET, NOOSA HEADS

FIX 10 TOP OF STAKE WITH
ACECLOTH FASTENER OR
THE TO STEEL PICKET
GEOTEXTHE FABRIC
AND SL62

50x50 Hw STAKE OR STEEL
{ET 1200mm MIN LONG

 

CRUSHED OR GRANNULAR MATERL,
GRADING TO TABLE 4 OF QT
SPECIFICATION MRS1L03,

SEDIMENT FENCE

ALTERNATIVE 2
NTS

METAL STAKES
MAX SPACING &

  
       

WASHED AGGREGATE
PLACED AGAINST AND
GN TOP OF WIRE MESH.
WIRE MESH UP THE
OES OF THE STAKES
{ AND LAID ON THE
600mm (MAX) GROUND.
ene (MINI

MESH AND AGGREGATE INLET PROTECTION DETAIL

NTS

NOTE:
{THE JOR ELEVATION N RoR AE SEALING ae ar

D Bade ,
Reet retpane RPOPERATONAL ORR No 2S 22
REC Pivcved

CKD BY. ccicceeee AB ATE AE) 2 |ROOE
AMEND CKD BY......... DATE. Ff jo20OE
RECOMMENDED FOR APPROVAL ee

 

 

 

  

 

UNDER NO CIRCUM S
SPECIFICATIONS BE DEPAM eo: pAAY,
WRITTEN APPROVAL of the MANAGE

PLANS APPROVED
GE POEs

Gravel FILTER LAYER

 

. THE PLAN &
FROM WITHOUT THE
R LAND DEVELOPMENT

 

{ (250 MIN THICK)

DIRECTION OF FLOW

 

ROCK FILTER DAM

NTS

Dakwing TLE

SEDIMENT AND EROLSIOLN CONTROL
DETAILS AND NOTES

    
  

 

 

 

  

 

          

cient SCALES CHEAT PRORLT No.
OZCARE AS SHOWN
ARCATECT PROTECT No. DRAWING Ro,

DIMOND ARCHITECTS PTY, LTD.

 

 

 

 

 
    

    
  
 

Section 10

 

 

 

 

 

 

 
 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

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Section 14

VEHICLE TYPE
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NOOSA SHIRE COUNCIL = ! SWEPT PATH
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