OPW14/0165.01 Approved Plans

           -
    NOOSA COUNCIL
   APPROVED PLANS
OPW14/0165.01 9 DEC 2014


[OCR of page images]
 

NOMINAL LINE

KERB

150__ 150 450

 

O RADIUS 20
© RADIUS 10
vy SETOUT POINT

   

 

 

 

 

 

 

8g : “alee oe CONCRETE
b. re ef 3 . 2 PAVEMENT
83) VILL IL LL LE Ls

BARRIER KERB AND CHANNEL TYPE B1

 

KERB LINE

    

NOMINAL

  

CO RADIUS 20
ve SETOUT POINT

CONCRETE
PAVEMENT

BARRIER KERB TYPE B2 (MODIFIED)

10mm COMPRESSIBLE
MATERIAL WITH A 10mm
COLOUR MATCHED SEALANT ——
CAPPING N12 BAR
EXISTING SLAB

 

 

R16-400 GALV STEEL DOWEL BARS, 300 LONG, DRILL AND
EPOXY GROUT 100 INTO EXISTING SLAB. PROVIDE A PARCHEM
‘DOWELFORM' SLEEVE WITH A @16 INSERT TO ALLOW FOR
LATERAL MOVEMENT TO EVERY DOWEL.

DOWELLED JOINT DJ

(DOWELLED JOINT TO EXISTING)
32MPa CONCRETE

50mm DEEP SAWCUT JOINT.
ENSURE 50 COVER TO DOWEL. STOP MESH 50mm EACH
. SEALANT TO BE INSTALLED SIDE OF JOINT AND
SLAB REINF'T UPON COMPLETION PROVIDE 1 N12 BAR
REFER PLAN | “
EACH SIDE OF JOINT.

 

 

 

 

 

 

R16-300 GALVANISED DOWEL
BARS, 400 LONG,
SUPPORTED ON DOWEL
CRADLES OR BAR CHAIRS.

CONSTRUCTION JOINT CJ1
(CONTRACTION JOINT - CONCRETE MAY BE
POURED CONTINUOUSLY THROUGH JOINT)
32MPa CONCRETE

 

BOND
BREAKING
TAPE

 

JOINT SEAL DETAIL

VARIES
REFER
PLAN

N12-600, 600

16mm SQUARE (HOT DIP GALV)
DOWELS AT 300mm CTRS, 400
SEALANT CAPPING. (FOR LONG. SUPPORTED ON DOWEL
CONTINUOUS POURS; USE CRADLES OR BAR CHAIRS.

DANLEY 'EXPANDA JOINT’ AND PROVIDE 16mm _
SEALANT (OR APPROVED \ DOWELMASTER' SLEEVE (OR

EQUIVALENT) . APPROVED EQUIVALENT) ONE
END TO ALLOW LATERAL

SLAB REINF'T MOVEMENT.

REFER PLAN

10mm COMPRESSIBLE
MATERIAL WITH A 10mm

 

 

 

 

 

 

 

 

 

 

 

a
RATA be
7 va
NY a
2\_ 4,
200 | 200 1-N12 TOP & BTM
EXPANSION JOINT EJ1
(EXPANSION JOINT)
32MPa CONCRETE
Ww
a
n
be
3 g APPROVED TANKING
$2 AND FREE DRAINING
6B BACKFILL
190 |2
TRANSFORMER SITE

 

600 MAX.

FINISHED SURFACE

 

a
z 41N12
g HOR. =
ADJACENT CARPARK > 100 DIA. AGRIC. DRAIN
I ——— IN 300 x 300 GRAVEL
I WRAP IN GEOTEXTILE
2
8
3.N16 BARS TOP

 

 

 

 

 

 

 

AND BOTTOM WITH
R10-450 TIES.

 

N16-400. COG 300 / 600
INTO FOOTING.

 

PADMOUNT TRANSFORMER SITE
RETAINING WALL DETAILS

4:20 UNREDUCED AT At
1:40 UNREDUCED AT A3

PROVIDE VERTICAL CONTROL JOINTS ( V.C.J. )
TO ALL BLOCK WALLS, AT 6.0M MAX. CRS.

25 MPa CONCRETE

NOTE:

ALL OTHER DETAILS TO BE IN ACCORDANCE WITH
ENERGEX STD DRG 6229-A4 AND UNDERGROUND
DISTRUBUTION MANUAL.

 

NOOSA COUNCIL
APPROVED PLANS
OPW14/0165.01 9 DEC 2014

 

 

 

NOTE:

1, REFER TO IPWEA STD DWG R-080 FOR
ADDITIONAL KERB DETAILS

2. PROVIDE JOINTS TO ALIGN WITH
EXPANSION JOINTS EJ1 IN ADJOINING SLAB.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

a

‘Associated Consultants Client Drawn Verified Project Drawing Title Scale [Sheet Size
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Used for his spectc project. consulting engineers ‘Approved RPEQNo wor OTT RP nies DETAILS 13606- C11
‘oh ADDED CAR PARK, LEVELS AMENDED _|OWH ; Noose 07 5449 9800 D Reyngyls 9072 LOCAL AUTHORITY NOOSA COUNCIL
This drawing shall not be used
for construction unt marked as AMENDED FOR OPW APPROVAL pw __|Skyline Surveyors Sunshine Gosek OT 5328 100  Maciay: 07 4840 2307 Sign Date MCU APPROVAL MCU13/0183 HORIZ DATUM ee a Sheet Revision
‘issued for construction’ in the ISSUE FOR APPROVAL lDWH Sule Ouyertone BOE ‘[email protected] wwwtodeonsultng.com 20 Nov 2014 ROL APPROVAL NIA IVERT DATUM AHD =~ PSM52588 abl sb i alal i 11 of 17 Cc
Revision Description Drawn | Waranaoo's7s oF 400 ABN 99 128 809395) OPW APPROVAL _TBA RL MEASUREMENT BAR - INCREMENT