Appendix C - Engineering Report

 

 

 

  

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

PROPOSED 9.0m RADIUS | PROPOSED PRIVATE ROAD EXTENSION EXISTING CROSSOVER TO EXISTING CUL-DE-SAC HEAD
/ CUL-DE-SAC HEAD CONSTRUCT 6.0m WIDE CARRIAGEWAY BE RETAINED TO SERVICE TO BE RETAINED.
/ TO NSC MINIMUM STANDARDS. PROPOSED LOT 4.
PROPOSED CONCRETE CROSSOVER I a = __
AND CONCRETE DRIVEWAY TO “Ht 2 tT
service LOT9. ~H S

 

 

 

 

 

 

 

 

   
 

 

 

 

 

 

 

 

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TRILLER COURT ROAD RESERVE WIDTH = 20.0m
7.3m 6.0m ____SWALEDRAIN WIDTH VARIES LOT 7 on SP208259
WIDTH = 2.5m

 

RP.BDY

 

 

 

TRILLER COURT ROAD EXTENSION - TYPICAL SECTION

SCALE 1:50 (A1) 1:100 (A3)

|

Il
NEW ASPHALTIC PAVEMENT TO TIE NEATLY |
INTO EXISTING PAVEMENT. REINSTATE ALL. |
DAMAGED KERB AND CHANNEL. |
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EXISTING RESIDENTIAL SUBDIVISION
REFER COUNCIL REFERENCE NUMBER
2007/0928 (SCRC) FOR DETAILS

  

3 | 2 | 1 |
SP 320405 | SP 320405 | SP 320405 |
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a a
LEGEND
— @ —E§IOH- — — __ 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 GRAVITY SEWER (DN150)
PROPOSED PRESSURE SEWER

 

 

 

 

 

 

PROPOSED AC PAVEMENT

PROPOSED CONCRETE DRIVEWAY

 

 

 

 

 

 

 

 

   
 

       

 

 

 

 

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