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C03-SEWERAGE-LAYOUT-PLAN-Rev.1
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© | |
EXISTING SEWER M/H '
ASSET ID 2668887 |
SL 70.75
IL 69.43
NEW SEWER M/H
SL 75.15 |
\L 72.25
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A SEWERAGE LAYOUT PLAN | | J Le
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W EXISTING WATER MAIN | boyy \ \ |
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PROPOSED BUILDING | \ \
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PROPERTY CONNECTIONS HAVE BEEN DESIGNED TO CONTROL | | \ | \ PROPOSE BUILDING |
THE REQUIRED SERVICE AREA OF EACH LOT AT A GRADE OF —\ S t |
1:60 AND A MAXIMUM DEPTH OF PROPERTY CONNECTION AT | | i r \
1.5m. UNLESS OTHERWISE STATED. FOR JUNCTION DETAILS 2p, \ \
REFER SEQ-SEW-1104-1 AND SEQ-SEW-1105-1, “h | ( \ \\ |
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LOCALITY PLAN
SCALE 1:5000
SCALE 1:250 JOB DESCRIPTION DRAWING TITLE
APPROVED NEIL McKENZIE & ASSOCIATES PTY. LTD. samba NOOSA YOUNGCARE SEWERAGE LAYOUT PLAN
1 raoa.21 | dt CONSULTING ENGINEERS CHECKED NM 32 VIEWLAND DRIVE
B 08.09.21 | a 14/699a SANDGATE ROAD DESIGNED NM NOOSA HEADS
A LANDSCAPE ZONE ADDED 20. | Foe ——eeees PHONE: (07) 3862 1 386 APPROVED NM CLIENT DRAWING REVISION
No. REVISION DATE DWN | NEIL McKENZIE & ASSOCIATES (C) Copyright FAX: (07) 3862 1397 DATE OCT. 20 DELUCA DEVELOPMENT & CONSTRUCTION NUMBER Q20-004-C03 NUMBER |
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