Approved Plan OPW20-0197 · OPW20/0197

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                                                                                                                                                                                                                    C5605
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                                                                              NOOSA COUNCIL
                                                                              APPROVED PLAN
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                                                                           As Annotated by Council
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                                                                          OPW20/0197 16 NOV 2020
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                                                                                                                                                                                                                                                                                                                                                      C5605




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                                                                                                                     RP66736
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                                                                                                                                                                                       RP838097
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Not Part of the Approval
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    .




Rev. - 10.06.16
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Revision




                                                                                          DEBUILD T/A
                                                                                                                                                       .A.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    .




                                                                               Title:


                                                        Project
                                                                                                                                         Revision
                                                                                                                                Issue:




                Checked:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Description




                                              Cooroy
                           Date: April 2020
                                                                   DESIGN
                                                                                                                                         Description




                 Drg No.
                                              Lot 4 Maple Street
                                                                                                                                                       .REVISED DRAINAGE.




                           Drawn: MLS
                                                                   DRIVE WAY LEVELS AND
                                                                                           ABN 40 098 481 899




  30076 - OW1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    .




                                                                                                                                         Date




                  Rev.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Date




 .
                           Design: MLS
                                                                                                                                                       14/10/2020


[OCR of page images]
 

DRAWING SIZE — A2

CUT AND REMOVE
EXISTING KERB AND
CHANNEL FOR DRIVE WAY
CROSS OVER

ENSURE SMOOTH
TRANSITION TO EXISTING
ADJACENT GRAVEL DRIVE
way

\. EXISTING
NDRIVE WAY oS
\ e

  

 
 

 

 

 

DRIVEWAY CROSSOVERS IN ACCORDANCE WITH
IPWEA STD DRG R-050, R-049 AND COUNCIL
REQUIREMENTS

    

 

 
  

 

    

NEW KERB & CHANNEL 10, BE IN ACCORDANCE
WITH COUNCIL STANDARD DETALS

 

 

 
  
 

GENERAL NOTES

 

 

 

DEPTH
DETERMINED
ON-SITE

PAVEMENT MATERIALS:
125mm N32 CONCRETE PAVEMENT, SL82 MESH MIDDLE

 

 

Not Part of the Approval

 

 

SUBGRADE PREPERATION, REFER

 
 
  
  
  
  

  

 
 
     
 

1500_ TRANSITION

Revision |Description

 

 

 

 

 

 

 

2000 FOOTPATH

 

 

  
 

125 THICK SLAB

   

 

‘SLB2 MESt
MIDDLE 40

 

 

   

 

 

 

PROPERTY BOUNDARY

   

100 THK COMPACTED BASE COURSE SAND OR CRUSHER DUST
—SUB-GRADE PREPERATION IN ACCORDANCE WITH SPECIFICATIONS/NOTES

 
 

 

SITE & DETAILS

 

TYPICAL SECTION ~ DRIVEWAY CROSS OVER

= ae aaa
~ NS nro. \ ‘SOMM COMPACTED
KERBING AS PI JOINT. SAND BED

 

DOWELLED CONTROL JOINT.
TRANSITION TO DRIVEWAY
SLAB THICKNESS AS PER

 

 

 
 

 

LEGEND

INDICATES PROPOSED FINISHED
SURFACE LEVELS

 

fA INDICATES DIRECTION OF FALL
= TO FINISHED SPOON DRAINS.

INDICATES EXISTING SURFACE CONTOURS

“80 AND LEVELS TO AHO.

4180 EXISTING SURFACE SPOT LEVELS.

INDICATES EXISTING SEWER LINE
INDICATES STORMWATER DRAIN PROPOSED

‘AS NOTED MIN 1 IN 100 FALL UNLESS
NOTED OTHERWISE

 

‘sw

INDICATES AGG BEHIND RETAINING WALLS
TO DISCHARGE TO STORMWATER PITS

3
C5605

EXISTING
DWELLING 36
ee

atop op
ans

 

350Sq GRATED PLASTIC FIELD INLET. HEAVY
DUTY GRATE WHERE IN DRIVEWAY

Be

lose DENOTES INSPECTION OPENING TO SURFACE

FOR BACK FLUSHING OF PIPES.

DENOTES SAW CUT JOINT TO DRIVE WAY
SLAB, REFER TO DETAILS

NOOSA COUNCIL
APPROVED PLAN
OPW20/0197 16 NOV 2020

 

DENOTES SAWN CUT DANLEY JOINT TO
DETAIL

DRIVEWAY SLAB/PAVEMENT. REFER 10
NOTES AND DETAILS FOR THICKNESS AND
REINFORCING.

 

As Annotated by Council

200,

 

 

Seale 1

 

DRIVEWAY CARPARK PAVEMENT SECTION

 

WAY DESIGN AND LEVELS

  
  
 
 
 
  
    
    
 

SAW CUT EXISTING KERR &
CHANNEL 50 MIN DEPTH\AT
INVERT-BREAKOUT & REMOVE
BACK OF KERB.

 

HEIGHT DATUM

LOT 4 ON C5605
Level Datum BM: Dpy Peg

Level Origin PM24976, RL 125,86
Maple Street

Survey information provided by
Max Watterson & Associates

 

 

 

 

/

Bist NSC. MA Y

SL ~ 40.76 (Exist)
it = Seer
uns
D cme So DRIVEWAY SLAB
’ 125mm THK
‘SL82 MESH

ay 40mm TOP COVER
xe

srg

4
338097

DANLEY ROUND
DOWEL CRADLE
R16x300(L) @ 300
CTRS

DANLEY 25mm GROUND
CRACK INDUCER

Ceo
EI

 

 

    

PLAN.
a8 1.5m (Min) @ 1 in 8 sue west |58
MIDDLE

 

 

 

SAW CUT AND
BREAKOUT
BACK OF KERB

RESIDENTIAL CROSSOVER — STAND-UP _KERB

‘25mm SAW CUT GREEN
CONCRETE EPIREZ P5~50
SEALANT

      
 
 
  

       
 

ZL” | QWER SLAB MESH TO MANTAIN
40mm TOP COVER CUT EVERY
SECOND WIRE 50mm CLEAR
ALONG LINE OF JOINT

SJ) SAW JOINT RESIDENTIAL

x NS CONTROL
50mm COMPACTED snr.
SAND BED

  
   

 

x [REVISED DRANAGE

[arv0r2020

 

25mm SAW CUT GREEN Revision | Description

[Date

 

CONCRETE EPIREZ P5-50
SEALANT 125 THICK
DRIVEWAY SLAB.

Issue:
4

FOR APPROVAL

 

1O see

Unit 1/11 Project Ave,
Noosa Heads.

Ph (07) 5455 5604
sonata om

eb wacangee com

 

/

STOP MESH 50mm

 

 

 

 

CONT AY SBE OF le: DRIVE WAY LEVELS AND.
DESIGN
CDJ) DANLEY DOWELLED JOINT DETAIL Project Lot 4 Maple Street

Cooroy

Date: April 2020 | Drawn: MLS. [Pesion: MLS

012345 Checked: Dig No. =
T2060 @ A2 "| RPEQ 5835 -
S Richardson 30076 - OW1