Appendix D - Engineering Report

 

  
   

UPGRADED TO ACCOMMODATE
SERVICE VEHICLES. REFER DETAIL.

  

= /!
PROPOSED PAVEMENT WIDENING
TO ACCOMMODATE SERVICE
VEHICLE SWEPT PATHS.

DEDICATED MRVIWCV
TURNAROUND BAY.

 

 

 

 

B \\ \
PROVIDE WHEELSTOP AT END OF

EACH PARKING BAY. REFER

ARCHITECTS PLANS FOR DETAILS,

un

 

PROVIDE WHEELSTOP AT END OF
EACH PARKING BAY. REFER
ARCHITECTS PLANS FOR DETAILS.

 
      
   
      

  

 

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LINEMARKING NOTES:

1. ALLLINEMARKING, SIGNAGE AND R.R.P.M.'s SHALL BE IN
ACCORDANCE WITH DMR's "MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES"

2. PAINT USED FOR ALL PAVEMENT MARKINGS SHALL BE
WATER-BORNE ROAD MARKING PAINT CONFORMING TO
THE REQUIREMENTS OF AS4049,.3 AND HAVING APPROVAL
UNDER THE AUSTRALIAN PAINT APPROVAL SCHEME IN
ACCORDANCE WITH THE REQUIREMENTS OF DMR's
STANDARD SPECIFICATION No. MRS11.45 (12/07).

3. YELLOW PAINT WHERE SPECIFIED SHALL BE EQUIVALENT
TO Y12, WATTLE OR Y14, GOLDEN YELLOW AS DETAILED IN
AS2700 OR ANY OTHER COLOUR DEEMED TO LIE BETWEEN
THESE TWO COLOURS.

4. ALL REDUNDANT PAVEMENT MARKINGS SHALL BE
REMOVED VIA ABRASIVE BLASTING IN ACCORDANCE WITH
THE REQUIREMENTS OF DMR's STANDARD SPECIFICATION
No. MRS11.45 (12/07).

5.20
0.95 3.05
CAR meters
Width 1.94
Track 1.84
Lock to Lock Time 60
Steering Angle 33.5
10.20

 

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OKO

1.60 5.50 3.30
NSC 10.2m WCV

meters

 

 

Width : 2.50
Track : 2.50
Lock to Lock Time : 6.00
Steering Angle 1 28.9

MINIMUM 3.5m PAVEMENT WIDTH
EXISTING OPEN DRAIN TO |

BE RECONSTRUCTED TO
SUIT NEW ROAD PROFILE.

PAVEMENT TYPE IN ACCORDANCE woo

ROADWORKS NOTES:

1. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION
WITH IPWEA, NOOSA COUNCIL & MAIN ROADS
STANDARD DRAWINGS.

2, SEDIMENTATION CONTROL DEVICES TO BE PROVIDED IN
ACCORDANCE WITH OPERATIONAL WORKS DRAWINGS
DWGS & AS DIRECTED ON SITE BY SUPERINTENDENT.

3. ROAD PAVEMENTS TO BE COMPACTED TO ACHIEVE A
MINIMUM DRY DENSITY RATIO (M.D.D.R.) OF 100% STD

4. ALL CONDUITS TO BE IDENTIFIED BY BRASS PLAQUES
ON KERB AND CHANNEL AS PER IPWEA STANDARD
DRAWING RS-100 U.N.O.

5. WHERE CONCRETE FOOTPATHS ABUT KERB AND
CHANNEL, THE CONTRACTOR IS TO CONSTRUCT KERB
RAMPS IN ACCORDANCE WITH IPWEA STD DWGS RS-090
TO RS-094.

6. WHERE CONCRETE DRIVEWAYS ABUT KERB &
CHANNEL, THE CONTRACTOR IS TO CONSTRUCT A
CROSS-OVER IN ACCORDANCE WITH IPWEA STANDARD
DRAWINGS RS-050 AND RS-051.

7, PROVIDE ENERGEX AND TELSTRA CONDUITS UNDER
DRIVEWAYS & FOOTPATHS (IF REQUIRED)

8. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH
WALSH CONSULTING ENGINEERS STANDARD.
SPECIFICATION.

9. ROADWORKS AND DRAINAGE SET-OUT INFORMATION IS
AVAILABLE FOR THE CONTRACTOR VIA COMPUTER
MODEL PROVIDED BY WALSH CONSULTING ENGINEERS.
HOWEVER, WALSH CONSULTING ENGINEERS ACCEPTS
NO RESPONSIBILITY FOR INCORRECT SETOUT FROM
THE DATA PROVIDED. CONTRACTOR SHALL CONFIRM
THE CORRECT COORDINATES WITH THE HORIZONTAL
CURVE DATA PROVIDED ON THESE DRAWINGS.

EXISTING OPEN DRAIN TO
BE RETAINED.

 

 

 

 

 

 

; | CLIENT SPECIFICATION. DETAILS TO BE I fo Pm
\ | PROVIDED AT OPW APPLICATION STAGE. SERVICE ROAD DETAIL fe |
SCALE 1:20 A1, 1:40 A3
L SCALE 1:20 A1, 1:40 A3
0 4 8 12 16 20m
CARPARK A CARPARK B ft
SCALE 1:200 At, 1:400 A3
REV DATE DESCRIPTION BY CHKD- PROJECT: DRAWING TITLE
> orsasa asas PROPOSED BOUTIQUE HOTEL PRELIMINARY ROAD WORKS WALSH
E engineers@walshengnetau = fff eccees | ceeeee ees gone at NOOSA SPRINGS SECTIONS AND DETAILS CONSULTING
CONSULTING | * 5772s Rev, worochyore Asse “ wna "4ees.” | for NOOSA SPRINGS REAL ESTATE PTY LTD ENGINEERS
C G ises Road, Maroochydore
ENGINEERS PO Box 8512, Maroochydore BC Q.4558 FOR APPROVAL 0ses of and subject to the conditions prescribed under the Copy DRAWING No: C6070/20/P05 REVISION:

 

 

 

NOT FOR CONSTRUCTION

 

 

FILENAME : C5070-20-05.dug - DATE: 24/92" 23pm

Ai Sheet Size

 

Design: MVC [Drawn: EPW.

 

[Date: oct 2020

 

     

jechanical, micro copying, photo-ci

 

  

‘out the prior written permission o
neers. ll enquiries shouldbe erected to Walsh Consulting Engineers,

 

COUNCIL REFERENCE:

 

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