06/0221 - Approved plans · 142006.221

  
   
   

 

 
 
   

  
   

   
     
      

 

  

 

   
  
     
 
    
   

   
   
     
  

 
   
   
  
   
 

  
   
      

 

  
    

 

soinn AT SHEET

  

 

  

 

  

   

  
   
     
 

 

  

 
        
         
 
  
  
  
 
   
  

   
 
 

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

 

 

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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
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