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Reference Documents - Stormwater Management Plan & Waste Management Plan - MCU26/0040, OPW26/0066 & RAL26/0013 (As Published)

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Original PDF page 59, section 1. The text section number identifies this passage in the reader.

 

 

Cod File:_G:\\41\\17021\ Document _Tronsfer\ Incoming\ 45—113\ Crit ACAIA. 451 13-CO12ZAC13ACI9A Intersection — Ciddesoc Detats deg[C19]

HOLTS ROAD

 

 

 

40mm A/C

é 1 ABome Concrete bavempnt 125mm Type 2.4

 

125mm Type 2.3

 

350mm Type 2.5

 

+ 1000 x 300 no-fines concrete block
placed centralty under interface,
between unbound and concrete
pavements to drain to subsoil drain

 

 

 

 

Extend lower subbase and subbase 500mm past
interface of concrete and unbound pavements

 

 

 

 

 

 

NOTE: Concrete pavement to be constructed before
base course and A/C on unbound pavement

 

 

vty CONCRETE/UNBOUND PAVEMENT INTERFACE DETAIL
whut Oat LOT 3 Seate 4:25

oe a ett oO
ce Bs ee oans No.OZ FOZ
ayy PEAT OPERATIONAL WORKS No.4 YY. Drivwoy to Lot 3, refer
et ‘ IPWEA Drg R-0051

VeLore

          

    
 
 
  

   

 

 

 

 

 

 

 

 

 

Elastomeric Sealant, eg.
J Thioflex 600 or equiv.

8B SLB2_mesh
e —F v e Tv se or

e 25 \
q
& Bond breaking compound

| \Gtomm min. thickness
12mm bar at 400 compressible filler material
centres 400 long for full depth of pavement

CONSTRUCTION JOINT DETAIL

NOTE: Sawcut as soon as possible ofter
hardening up to a max of 4 hours

S Cc THE PLat:
nO CIRCUMSTANCES MAY HE
TONS BE DEPARTED FROM WT OOM
4 APEROVAL of the MANAGER LAND DEVeu!

  
 

 

ACCESS TQ LOTS 3 & 4

1:500

 
   
 

_— Expansion cap

a

 

   
   

 

186mm

(125mm Lot 4)

ee

  

 

 

 
  
 

 

 

 

 

 

 

 

  
 
 
 

 

 

Bend mesh down and Saweut asop after concrete
cut every second bar- initial set (<4hrs), 50mm
deep 3mm thick
me o/s als
a als as
8 1S
| o

 

 

 

   

 

   

: >

Induced crack

rm

   

7

 

a
a
»
4

4of-
E

 

 

Ped
aq
d
y

 

— +4 1

   

 

    

 

 

 

330

SAW CUT JOINT DETAIL

 
 

 

Refer to Drg 45113-C17
for pavement details

   

NOTE: Joint locations shown are indicative
only, refer to specification for joint
spacing details

 

  
  

 

 

 

Refer to Drg 45113-C17
an for concrete details

 

 

 

   

 

   

 

Refer to Org IPWEA R-0065 LOT 5
for footpath details

   

 

 

 
 

 

 

Phot_Ouie: 27/07/07 - 14:42

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SCALES ORANN ow leddy sergiacomi & cueeT LocaTton DRAWING NO.
os lw cumen | oF associates pty. Itd. | DEPT. OF INFRASTRUCTURE HOLTS ROAD, NANDROYA 45113-C19
| Se FOR TBO Lo 5 1:500  |ocstom | ow ENCES NECT MANAGERS & PLANNERS oh | MEL mms “oo |
ped ___ScRTION a | one emo Ta sau Cae eee net nctn ected Neeson: »| PROPOSED INDUSTRIAL CUL-DE-SAC, & DRIVEWAY 9
es ta rae eS A ESS ZCCEEETEER 15. sor 23s atone, on, 358 ot CONCRETE JOINTS & DETAILS o A
Pian roe one [ospor | ees oS EE tel ttt ume S eree my | ESTATE 36

 

 

 

 

 

 

 

 

 

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