Engineering Code Assessment Report

SW


[OCR of page images]
 

EXISTING SEWER M/H

 

 

 

 

 

NEW SEWER M/H

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

|
SL 70.75 SL 75.15 |
IL 69.43 |
a a rt tr a nt Ny
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hI eo 4]
st iE <—__
$ $ $ x
VIEWLAND DRIVE S. XS
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AN SEWERAGE LAYOUT PLAN | ! N i
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oe PROPERTY BOUNDARY LINE | ~ \ "
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T EXISTING TELSTRA LINE | | a \°2
\ | PROPOSED BUILDING \ \ N
w EXISTING WATER MAIN | | ST \ | |
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4g --~—- —. EXISTING CONTOUR LINE (1.0m INTERVALS) | | \ PROPOSEA) BUILDING M
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. EXISTING POWER POLE | | \ \
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© EXISTING TELSTRA PIT : ~ h \ . \\ | :
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= PROPOSED 600 x 600 SPEL FILTER BASKET } \ \ | a
AS PER MANUF. SPEC. q \ \ \
ee EE EE
B PROPOSED 450 x 450 FIELD INLET | 2y, Ay, | By |
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LOCALITY PLAN
SCALE 1:5000
APPROVED SCALE 1:230 JOB DESCRIPTION DRAWING TITLE
_—_— ma NEIL McKENZIE & ASSOCIATES PTY. LTD. DRAWN i NOOSA YOUNGCARE SEWERAGE LAYOUT PLAN
1 CONSULTING ENGINEERS CHECKED NN 32 VIEWLAND DRIVE
14/699a SANDGATE ROAD DESIGNED NM NOOSA HEADS
MLE. AUST, RP.E.Q. 2097, NP.ER. 3 otnee ee, QLD 4011 APPROVED a ata TAG aun
me | Rasen me pm | NEL MCKENZIE de ASSOCIATES (©) Copyright Pan yy Soon ser OME xD DELUCA DEVELOPMENT & CONSTRUCTION NUMBER Q20-004-C03 NUMBER