07/1294 - Op Works - Stormwater, Drainage & Frontage Works - Robert Selkirk [As Published] · 142007.1294

 

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° No.35

No.31
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NOTE:

Existing services water main and
Energex shown at horizontal location
but not at real depth. RL are subject

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

   

 

 

     

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
  

 

 

 

 

to survey.
— 7 Yip HCB alignment subject to survey.
1 SCAG N ad
LU en
CLMASLANLL,
SANSA SS
SLALLIYNSS,
CLASS SS
vere (AA ALLLYL7,
CLASLING 7, =
CLASSI SS, pri Description Tate)
CLASSIS
CLRALIVNSS.
COMES SL,
—— COMLSSY SL
concrete backfill LS: 7,
(8 ports 10mm NOM size 4A,
to 1 part cement) oY Y7
- ‘Z ZA
11.370 W410 “fos
fea Sang Kr Dewepmant eproa] X = 29-58-07,
$300 [for Building Approval
wet sxizs MH SKI/2 MH SKI/1 2 Tender
EXCAVATION, BEDDING AND BACKFILLING Constructed
OF STORMWATER DRAINAGE PIPES
SCALE 1:20 | /
re | ai Construction Hydraulic || \
1. Selected backfill in all cases sholl be carried through to the wings ond | Building Service Engineers \
5 sertined 300, sch for te. tngth ond mo n 0.000RL.
‘Conesive moteril ~ 95% stondord compaction #375 FRC __ #300 FRC YY
Seng “= compact by nooding Sa eet econ ee | f 7 1 = contact; Reinhold Koenning wicaust RPEQ No 7023
SI SS va a a pet or ot imo tomate SE leg
¢ = _ 22.085 _ 23.649 _ LENGTH :
Compacted ordinary (™/CBR1S Gravel 90K wtandard compaction — below zone. — 3a Yeti ce @ [email protected] mueeesineas
TAL” denis determined vy tonics competion tents to ASTEBE STS or | woter Fire e 88 cians can
4. Type U & Type HI to conform to AS3725. wal one » Sh a ss a
: ¥ MR. & MRS SELKIRK
moana ] 3 a8 Ro” FOSTER DESI
Sy 3 ae 2 GN
: * s g 3 Provect: “PROPOSED REDEVELOPMENT
: a gos 33 HASTINGS ST
i NOOSA
Sroamngal egal ag Reta 1 8 gu co
SERVICES INSERT LONGITUDINAL SECTION COUNCIL STORMWATER|
Seale Horiz j= 1:1000 DRAINAGE
‘Se OPERATIONAL WORKS
Deo No
1703-0-4 J

 

 

 

 

 

( RPD:- Lots 0-7 on BUP2665