Council archive · source document
Concurrence Agency Referral Response · OPW16/0220
)
900mm
ba.;UilI
Proposed residence
S()Ommtitql
I SllOmm 10 tcllln:linc:
I SOOrnm deep
o
Centro:
line
45 degree line Existing sewer
Existing retaining wall
o expeeled depth
1500mm max
Span walcrs between existing
uprights outside influence of
sewer line .
•
1200mm ""--. Remove these three upright,;; Stahilil)' of eIisting retaining wall
.••..-:;---- over sewer line with respeci to load sewer line.
llllOmm
•. ;1~{:IIII'nl ~ Unitywater
Stability of existing retaining wall APPROVED DRAWING
with respect 10 load sewer line. File no
~'1J~13
Signod
Amended wall Dated ()7.1 .,..,. .1.;;.<;16 .
Report No: W6107rw.
Client Name: K GrnndenulIIge
Existing Retaining Wall Design I>ra ••••lng 3 Report Date: Ol.:lOber 05, 2016
Site Address: No 61 Morinda Circuil, Noosaville
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