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2 David Low Way - Attachment 3 - Civil Engineering Assessment - Sheehy 10-8-17
Attached to the e-mail Reconfiguration of a Lot (1 lot into 6) - RAL17/0501.
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Original PDF page 14, section 1. The text section number identifies this passage in the reader.
CAD FILE->N/\8600dir\853I\ACAD\PLANNING\8S3I-A.d0g
PLOT DATE-> 07 Jul, 2017-9:35am
LEGEND
STAGE BOUNDARY
‘SWD PROPOSED STORMWATER
— — SwD — — EXISTING STORMWATER
s PROPOSED SEWER
— —s— — EXISTING SEWER
— — RM— — EXISTING SEWER RISING MAIN (TRACED)
PROPOSED WATER
— —W— — EXISTING WATER (TRACED)
EXISTING OVERHEAD ELECTRICAL
VEGETATION LINE
PROPOSED >AVEMENT
PROPOSED BAR TREATMENT
WATER LIVE WORKS CONNECTION ROAD WIDENING
PROPOSED STORMWATER
DISCHARGE AND CULVERT
BENEATH DRIVEWAY
LAYOUT PLAN
EXISTING SERVICE BAY
TO BE RECONSTRUCTED
EXISTING STORMWATER GULLY PITS TO SUIT ROAD WIDENING
AND PIPE TO BE RELOCATED TO SUIT
ROAD WIDENING
PRELIMINARY
SCALE : fo 20 5m 1500 (A1)
© conve SURVEYOR: CLIENT: PROJECT: SCALES: AS SHOWN PLANNING DRAWING NUMBER
eee Tey 2 DAVID LOW WAY, DESIGNED: _SB 8531-A
Ce KENLYNN PTY LTD , CRED _Ph_| CONSULT AUSTRALIA
I: ‘CONSULTING ENGINEERS FULL SIZE A1
cereunruecara CASTAWAYS BEACH cam | a Stmucrura 200 ee GENERAL LAYOUT AND SERVICES PLAN TIL
TORROEENTOE COPYRGTE 1 [SEWER PIT LABELS ADDED wy 7] SB - Firm PH(O7)3839 3648 FAX(O7)SED0_ 3655,
"AMENDMENTS DATE _| INITIALS J DATE: JUNE ‘17 A.C.N.009 899 905 No, OF DRAWINGS:
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