OPW14/0165.01 Approved Plans

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    NOOSA COUNCIL
   APPROVED PLANS
OPW14/0165.01 9 DEC 2014


[OCR of page images]
 

 

3700 LITRE UNDERGROUND

PRECAST REINFORCED HOLDING
TANK FOR CAR SERVICE AREA,
REFER TO HYDR. ENG. DETAILS

 

 

 

 

DESIGN DEPTH#

 

 

 

 

 

 

JOIN SMOOTHLY TO ~
EXISTING SLAB

NOTE:

1, JOINTS IN EXISTING CONCRETE
SLAB TO BE CLEANED OUT AND
RESEALED.

 

JOIN SMOOTI

| TO EXISTING SLAB

—s——s§-

HLY

s

 
 
 
 
 
 
 
   
 
 
 
 
 
 
 
  
 
   
   

 

30mm,

 

M
cl

125mm#.

7

125mm#

 

 

 

#

DEPTH AS INSTRUCTED
(PROVISIONAL)

 

 

 

CAR PARK ASPHALT TYPE DG10 MINIMUM

COMPACTED DEPTH 30mm ON HOT
BITUMEN PRIME [email protected] Im?

 

PRE-SEAL INSPECTION

IN. COMPACTED THICKNESS: 125mm. MIN.
OMPACTION: 100% RDD.

RDD_ RELATIVE MAXIMUM DRY DENSITY
MDD MODIFIED MAXIMUM DRY DENSITY

MIN. DEPTH TO BE DETERMINED BY THE
ENGINEER AFTER TESTING OF THE INSITU
SUB-GRADE.

PAVEMENT SPECIFICIATION

BASE COURSE: UNBOUND PAVEMENT TYPE 2.2. (CBR 60)

SUB-BASE COURSE: UNBOUND PAVEMENT TYPE 2.4. (CBR 35)
MIN. COMPACTED THICKNESS: 125mm. MIN. COMPACTION:
100% RDD.

LOWER SUB-BASE COURSE: UNBOUND PAVEMENT TYPE 2.5. (CBR 15)

THICKNESS AS INSTRUCTED. MIN. COMPACTION: 100% RDD
(PROVISIONAL)

T SUBGRADE INSPECTION

NATURAL SUBGRADE MIN. COMPACTION: 95% RDD FOR FILL

PLACED TO WITHIN 300mm OF LEVEL AND 97% RDD FOR

THE TOP 300mm BELOW THE FINISHED SUBGRADE LEVEL.

 
  
 
 
 
 
 
 
 
 
  
 
  
  
 
 

 

 

 

 

 

 

 

 

 

 

 

 

  
    
 
 
 
 

 

  

 

 

   
 
 
 
 
  

 

 

 

 

 

 

LEGEND

EXPANSION JOINT EJ1

DOWELLED JOINT DJ1

BROOM FINISHED.

THIS SHEET.

1

 

\ a.

‘\ CONCRETE FOOTPATH
CONCRETE FOOTPATHS SHALL BE
GENERALLY IN ACCORDANCE WITH
IPWEA STD DWGs No R-065, R-090 & R-091

 

CONSTRUCTION/CONTRACTION JOINT CJ1

DENOTES 150mm THICK CONCRETE
SLAB ON GROUND REINFORCED WITH
SL82 MESH TOP. 30mm COVER, ON
UNBOUND PAVEMENT TYPE 2.5 (CBR.
15) 100mm MIN. THICK, COMPACTED
TO 100% RDD. TYPICAL U.N.O.

DENOTES 175mm THICK CONCRETE
SLAB ON GROUND REINFORCED WITH
SL82 MESH TOP. 30mm COVER, ON
UNBOUND PAVEMENT TYPE 2.5 (CBR.
15) 100mm MIN. THICK, COMPACTED
TO 100% RDD. TYPICAL U.N.O.

DENOTES 230mm THICK 32 MPa CONCRETE SLAB.
ON GROUND REINFORCED WITH SL81 MESH TOP
AND N16 TRIMMER BARS TOP AT SLAB EDGES,
~{| 30mm COVER AND N16-200 EACH WAY BOTTOM,
“" 50 COVER, ALL ON EXISTING PAVEMENT OR
200mm MIN. SMPa LEAN MIX CONCRETE
BEDDING. CURE IN ACCORDANCE WITH MRTS 70
STANDARD FOR 14 DAYS. SURFACE TO BE

DENOTES 30mm THICK ASPHALT SURFACING ON
GRAVEL PAVEMENT. REFER TO SPECIFICATION

 

 

 

NOOSA COUNCIL
APPROVED PLANS >.
OPW14/0165.01 9 DEC 2014

 

 

ENERGEX PADMOUNT TRANSFORMER SITE. REFER
/ TO SHEET C11, ENERGEX DWG 6229-A4 AND
UNDERGROUNG DISTRIBUTION CONSTRUCTION
\. MANUAL SECTION C3-PADMOUNT TRANSFORMER
\ SITES FOR FULL DETAILS OF THE SITE

 

 

 

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