Attachment B Engineering plans

 

EXTEND

500mm INTO STABILISED SAND

PILING CONSTRUCTION

PILE REINFORCEMENT ccoeee

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

        
 
 

 

 

 

 

 

 

 

S++

CONCRETE SCOUR
PROTECTION

 

 

CONTINUOUS 400 HIGH
BLOCKWORK WALL TO

 

 

 

 

 

 

 

 

 

   

 

 

  

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 
 
 

 

 

 

   
    
    
 
 
 
 
 
  
 
 
 
  
 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

| FORM OVERLAND FLOW
J ‘CHANNEL WITH CONCRETE
SCOUR PROTECTION
2 | |
ge
z ‘750 x 600D
g g 2 \ = J BEAM
ag5 —- :
ong = g eo
@ yi & f
$0 7~— 400 TK. CONCRETE PLUG 7]
oe E \ TO TOP OF CHS PILE —
EXISTING
GROUND BEAM / WALL J GROUND SLOPE
HEAD BEAM
4 ROWS OF 25mm DIA_ is: *,
. HOLES AT 200mm VERTICAL . |
Te 27° SAFE ANGLE FROM CRS. IN SCREW PILE ale
ea BASE OF SLOPE AT BEACH. 1
af ay GEOFABRIC INSIDE SLEEVE 2-4 ape RETESET ZO
5 * TO SCREW PILE
g dle : NOTE:
é S\3 10 TO 20mm GRAVEL ————== WHERE POSSIBLE MAINTAIN
B
G3 EXISTING
oyu 0450 0219 GROUND SLOPE
lz PILE
= Z GEOFABRIC INSIDE SLEEVE
u)5 WITH 10 TO 20mm GRAVEL ACCESS TRACK
‘ FILL TO SCREW PILE E I
.
2 \ NOM. 200 TK.
6 \ ‘CRUSHED ROCK
* DEPTH OF PILES MUST ALSO BE AT LEAST ta * *. |
7.0m BELOW NATURAL GROUND LEVEL g|& is ]
2 é —_ iy, Vv ae |__|
13. cite, IMPORTED COMPACTED
| as r—_] COHESIVE ROAD BASE
je « “ LOCALLY GROUT ANY HOLES
ae us |_| THROUGH PILED WALLS 2 LAYERS A39
“ NOTE:
teenremeres | YY “he Biomceornenic WHERE POSSIBLE MAINTAIN
HOLES AT 200m VERTICAL MIN. 600mm [~~] BENCH FILL
TYPICAL @450 CFA CRS. IN SCREW PILE oy oH NETRATEN | INTO SLOPE ALLETSTANG EGET ATION
cavity [—]
GROUT REPLACEMENT PILE | 4 4 . | ——s EXSTING
NOTTO SAE SoReW PILE WICK DRANS | oan | Ni 4 [| DRILL AND EPOXY BIDIM GEOFABRIC
AT 6.0m CRS. zl \ 200 GROUTED BARS
&
: arsoness. ACCESS TRACK
=| ¢ DRIVEWAYIFLOOR SLAB _/ TYPE TEMPORARY CONSTRUCTION
Hy) : “ Nor TOSSHE
&|__ 800 | y)
g
2
LOTS 3 BACKFILL WITH
B CONCRETE ( OBTAIN gg
| NEIGHBOURS . 8
PERMISSION ) 5 4 ~~~ ro APPROVED
WI 2
CONCRETE SCOUR 4 aA DISCHARGE POINT
aa aoe : a
CONTINUOUS 400 HIGH Feed 5 DRILL 100 DIA. THROUGH WALL
BLOCKWORK WALL TO AT 600m CRS. IN 4 aheet ATS.Om CRS. SEALED 0100
FORM OVERLAND FLOW THIS S00mn ZONE “ct DRAINS
CHANNEL WITH CONCRETE \ ak
DRILL 4 ROWS OF 25mm
EXISTING SOIL ey SCOUR PROTECTION | 4 HOLES IN PIPE AT 50mm CRS.
PROFILE CONTINUOUS 750 x 6000 " WITH GEOFABRIC FILTER SOCK
WALL HEAD BEAM ON OUTSIDE
800W x 30000 a ' at he
URETEK GROUT — ~ 4 LW :
INJECTION z | Rs .
« PILE a
& | 4
5 *
& t £
| 450
SOUTH-WEST BOUNDARY
PROTECTION DETAIL |
porte TYPE SCREW PILED
VERTICAL WICK DRAIN - WD - DETAIL
nortoscae
COPYRIGHT © ‘Associated Consutants Client Drawn Verified Project Drawing Tite ‘Seale [sheet Size
Cepghineccrance th ba a UNIVERSAL TOD AVENESS __|8.GEORGE _] PROPOSED RESIDENCE AT LOT 1,No71 | CONSTRUCTION DETAILS Jas sHOWN| _A1
jeement between Tod , a
Gaaaeytey arse. n r @) PROPERTY COMPANY B. GEORGE s.prystupa | SEAVIEW TERRACE, SUNSHINE BEACH SHEET 1 Drawing Number
Used forts spoceprjock. consulting engineers Approved RPEQ No maa 14517-OP08
sport ESTABLISHMENT. S.PRYSTUPA 1137 LOCAL AUTHORITY: (NOOSA j
Trestucion und rartsdas [|B [0.10.14] ISSUED FOR DA APPROVAL AV. fe Asta ish MARKUS HASLER. Stina ie 8 HAIN Metece O=0r 9 Date NCU APPROVAL HORIZ DATUM Sheet Revision
ssued for construction’ In the: A_|AUG 14] ISSUED FOR OP WORKS APPROVAL. AV. erquires@todcor suing << ree Joccorsutirg com nw AUGUST 2014 ROL APPROVAL VERT DATUM AHD 8 of 4 0 B
revlon description. Rev! Date |Revision Description Drawn PE eee ES ‘ ~ OPW APPROVAL RL