Appendix C - Engineering Report

  
   
   
 

  

  

 

 

 

 

 

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LPS LPS
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EXTENT OF Nn RP BOUNDARY ——
CONSTRUCTION = Hy
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| 1.5m
PRIVATE CONNECTION AND
INTERNAL PLUMBING IN
ACCORDANCE WITH

SEW-PSS-1101-1 AND AS3500.2.

 

mm

END OF LINE FLUSHING POINT IN
ACCORDANCE WITH SEW-PSS-1007-1

PROPOSED 100% WATER MAIN TO PUMP AND HOLDING TANK INSTALLED IN

LOOP AROUND CUL-DE-SAC HEAD IN ACCORDANCE WITH SEQ-PSS-1101-1 AND

ACCORDANCE WITH UW GUIDELINES. MANUFACTURERS SPECIFICATIONS.
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PROPOSED LPS MANHOLE TO BE CONNECTED INTO

NEW DISCHARGE MANHOLE AND 1508 GRAVITY LINE.

REFER DETAIL.
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INSTALL BOUNDARY KIT IN CONJUNCTION
WITH BUILDING WORKS - REFER SEW
SEQ-PSS-1102-1 AND TYPICAL DETAIL.

1 7

 

3 2 1
SP 320405 SP 320405 SP 320405

 

 

 

 

 

 

 

 

 

EXISTING TELECOMMUNICATIONS TO BE REMOVED IN CONJUNCTION WITH
DEVELOPMENT WORKS. REFER TO ELECTRICAL CONSULTANTS PLANS FOR
DETAILS OF PROPOSED ELECTRICAL/TELECOMMUNICATIONS SERVICES.

PROPERTY ISOLATION VALVE AND BOX IN ACCORDANCE WITH

 
     
 
  
 

 

 

SEQ DRAWINGS SEQ-PSS-1101-1 AND SEQ-PSS-1005-1 SLT.BC
TERMINATE WITH A TREADED CAP. LOCATION TO BE MARKED >= ¥
WITH A DETECTABLE MARKER TAPE SECURED TO THE LAST aq
FITTING AND TERMINATED ABOVE GROUND. 10508 10508 F
rs PROPOSED : in
PE LINED = j
DN50 DN50 MANHOLE z | |
ISOLATION LOW PRESSURE ]
PROPERTY BOUNDARY KIT VALVE SEWER EXISTING
REFER STD DRAWING GRAVITY <
SEQ-PSS-1102-1 iTpc(_)MAIN
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DISCHARGE MANHOLE 3/A MANHOLE 1/A OVER

 

LEGEND

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EXISTING OVERHEAD ELECTRICAL & POLE
EXISTING EDGE OF PAVEMENT

EXISTING WATER RETICULATION (DN100)
EXISTING GRAVITY SEWER (DN160)
EXISTING TELECOMMUNICATIONS.
EXISTING SWALE DRAIN

PROPOSED WATER RETICULATION (DN100)
PROPOSED WATER METER

PROPOSED GRAVITY SEWER (DN150)
PROPOSED PRESSURE SEWER

 

 

 

 

 

 

   
        

 

 

 

 

 

 

nS EXISTING LINE [A] rrorose0 1 avenent
TO BE READ IN CONJUNCTION —_ NTS.
TYPICAL CONNECTION TO SEWER WITH STANDARD DRAWING [| PROPOSED CONCRETE DRIVEWAY
SEQ-SPS-1406-1.
BOUNDARY KIT_ 0 00m
SCALE 1:1000 A1, 1:2000 A3
a DESCHPTION a a PROIECT: ORAWNG TIE
> orsaa3 aaca PROPOSED RESIDENTIAL SUBDIVISION PRELIMINARY SERVICES WALSH
E engineers@walshengnetau = (<a (ae! | cee eee at 7 TRILLER COURT, POMONA LAYOUT PLAN CONSULTING
Ww walsheng net.au ° DIRECTOR APPROVAL for | LOVE POMONA PTY LTD ENGINEERS
CONSULTING J 4 15/72 Wises Road, Maroochydore Q 4558 bids banda
~ PO Box 5512, Maroochydore BC Q 4558 his pian is Copy than f sof and ;
ENGINEERS | aan. 39611482716 FOR APPROVAL tit rayin ay em 24 nets ese neon DRAWING No: C6361/22/P06 REVISION
NOT FOR CONSTRUCTION jal system or transmitted without the a
FLENAVE {0696122 PORGWg-DATE: 19522 58pm Al Sheet Size J Design: MVC [Drawn: PW Date: MAY 2022 within Walsh Consulting Engineers ll enquiries should be directed to Wals COUNCIL REFERENCE: SHEET: 6 of 8