Approved Plans OPW18/0155

          -

   NOOSA COUNCIL
   APPROVED PLAN
OPW18/0155 19 SEP 2018


[OCR of page images]
AON

RP BDY

iy

  

CON

(POSCWP) AREA

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BIDIM A14 GEOFABRIC

PINNED TO SLOPI
ISERVATION

AAR

POSCWP BDY

m
\>s

—COmPACTED SAND

FILL. REFER NOTES

2.0min

MAINTENANCE

 

ACCESS/
VEG. SWALE

   
 
     
   

REINFORCED CONCRETE POOL

  

 

 

 

 

 

PROPOSED RETAINING WALL!

TYPE 'RW1' REFER DETAIL

SY
BIDIM A14 GEOFABRIC

/

CONSERVATION
(POSCWP) AREA

PINNED TO SLOPE
| < BATTER
> } 1 in 2 MAX
a
el <
a
= \
5

COMPACTED SAND FILL

REFERNOTES
NNN _

2m MIN
MAINTENANCE
WN ‘ACCE!
CONSERVATION —_yeg, swe
(POSCWP) AREA
CEMENT GROUT TOP 0.9m

 

 

   

 

 

    

 

 

 

 

 

    
 

     
    
 

   
   
    

 

   

 

 

 

 

 

 

 

 

    

  

 

 

 

 

 

 

    
 

 

 

 

  
       
 

 

eNGINE Cte oe ono PROPOSED RETAINING WALL . EXISTING CONCRETE STAIRS
CERTIFICATION TYPE 'RW1", REFER DETAIL 150mm COMPACTED GRAVEL & LANDSCAPING TO REMAIN
EWPAD HARDSTAND CBR15 |
RL14,0.(NOM) 77
Lee
EXRLIZ4 | |
bee ty 150mmCOMPACTEDGRAVEL); = RR
| EW FAD HARDSTAND CBR15 EWPAD [hy TTT
| RL10,0 (NOM) RL14.0 (NOM)
COMPACTED BACKFILL. ANCHORED SHEET PILING TO
- REFER NOTES MANUFACTURERS DESIGN &
- \ 150mm COMPACTED GRAVEL CERTIFICATION. REFER NOTES
TEMPORARY BATTER — HARDSTAND CBR15 TEMPORARY BATTER
4v in 2h MAX. 4v in 2h MAX
SECTION SECTION
SCALE 1100 ATPENG2,PEWO3 SCALE 1.100 A1
| ly || |
| 3.0m | | I L
| _SEWER 7 | I]
EASEMENT
PROPOSED RETAINING WALL BIDIM A14 GEOFABRIC eT |
TYPE 'RW1!' REFER DETAIL PINNED TO SLOPE | | Bl
| | &|
__-- | |
150mm COMPACTED GRAVEL ee JEXRL19.0 | |
HARDSTAND CBR15 a Fe
EW PAD ee
°.
2m MIN RL14.0 (NOM) NO
aie EWPAD EXISTING SEWER TO
VEG. SWALE RL12.1 (NOM) SSIS L 150mmCOMPACTEDGRAVEL, =| J Pe REMAIN UNDISTURBED
LIZ E HARDSTAND CBR15 \ EW PHD TEMPORARY BATTER
-0 (NOM) tv in 2h MAX
EWPAD. — - COMPACTED SAND BACKFILL
RLg.4 — —] “RL9.70 (NOM) REFER NOTES
: TEMPORARY BATTER
h PROPOSED ANCHORED SHEET
PROPOSED RETAINING WALL ‘vin 2h MAX PILING TO MANUFACTURERS NOOSA COUNCIL
RW DESIGN & CERTIFICATION.
TYPE 'RW1' REFER DETAIL REFER NOTES APPROVED PLAN
SECTION
SECTION aN OPW18/0155 19 SEP 2018
SCALE 1:100 A1
PROPOSED RETAINING WALL
TYPE 'RW1' TO BE CONSTRUCTED
PRIOR TO COMMENCEMENT OF
STAGE 4A P2
[20m
150mm COMPACTED GRAVEL TEMP. RLI7.0 EWER
HARDSTAND CBR15 GRAVEL i EASEMENT
ACCESS ry |
BIDIM A14 GEOFABRIC 35 10mm COMPACTED GRAVEL foe | L L
PINNED TO SLOPE EW PAD HARDSTAND CBR15 |! a |
RL14.0 (NOM) _ | 3|
— oe oe EXRL18.1 | a! |
SES ae ~ earn
BATTER EW PAD SASS TEMP, BATTER ~ | | |
tingh me. RL12.1 (NOM) MOO8H}5 4 IN2MAX ~
2 XO fo 150mm COMPACTED GRAVEL Tee
OAS HARDSTAND CBR15 EW PAD °
KOS COMPACTED SAND BACKFILL. RL14.0 (NOM)
Tes REFER NOTES. z
SECTION
PROPOSED RETAINING WALL SECTION SCALE 1:100 A1 > 4 '
TYPE 'RW3' REFER DETAIL SCALE 11001 ° ° ° 80 80 0.0m

 

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/
NN _ SCALE 1:100 A, 1:200 A3
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