Tod Eng Part2 · OPW16/0021

 

50 DIA. HOLE TO
PILE WITH 1000 LONG
N32 TIE BAR TO BEAM

50 DIA. HOLE TO
PILE WITH 1000 LONG
N32 TIE BAR TO BEAM

       

         

pe “oy
2 COATS INTERGARD

278 HIGH BUILD EPOXY
PAINT TO PILE

/
{

2.No. N32 BARS ye
10.0m LONG a POP
COG 600 INTO BEAM

     
        
    

 

ay
GROUND GROUND
BEAM

BEAM

 

 

 
 

' 2.No, N32 BARS
2 COATS INTERGARD

10.0m LONG

7 ——]1 278 HIGH BUILD EPOXY _ COG 600 INTO BEAM
2.75 PAINT TO PILE

 

CONCRETE FILLED
GALVANISED STEEL

CHS SCREW PILE (REFER
TO PILING LEGEND

FOR SIZE, DEPTH AND
SAFE WORKING LOAD )

TYPE VERTICAL
SCREW PILE

TYPE VERTICAL
SCREW PILE

 

 

 
 

CONCRETE FILLED
| GALVANISED STEEL

CHS SCREW PILE (REFER
TO PILING LEGEND
FOR SIZE, DEPTH AND
SAFE WORKING LOAD )

TYPE RAKING TENSION SCREW PILE (RT)

NOT TO SCALE

 

TYPE RAKING COMPRESSION SCREW PILE (RC)

 

NOT TO SCALE

NOTE:

WHERE POSSIBLE MAINTAIN
ALL EXISTING VEGETATION

 

    
           
         

 

 

 

 

 

   

 

 

 

 

COG 200
i

 

50 DIA. HOLE TO
PILE WITH 800 LONG

N32 TIE BAR \

 

250

 

BEAM

 

2000
EPOXY PAINT

 

 

 

 

 

j— | GROUND

2.0m LONG N32 BAR
COG 200 INTO BEAM

Is —— 2 COATS INTERGARD
278 HIGH BUILD EPOXY
PAINT TO PILE

 

ALL VERTICAL AND RAKING SCREW PILES SHALL FOUND AT LEAST 5m
BELOW A 27° LIINE PROJECTED FROM THE BASE OF THE SLOPE, AND
AT LEAST 7.0m BELOW ORIGINAL GROUND LEVEL.

THE SCREW PILING CONTRACTOR MUST ALLOW FOR PRE-BORING
WHERE NECESSARY TO PENETRATE WEATHERED SANDSTONE
LAYERS.

SCREW PILES ARE TO BE DESIGNED AND INSTALLED BY THE
CONTRACTOR TO SAFELY WITHSTAND THE SPECIFIED SAFE WORKING
LOADS, AND CERTIFIED BY AN EXPERIENCED RPEQ ENGINEER, WHO.
SHALL PROVIDE APPROPRIATE FORM 15 AND FORM 16

 

 

 

CONCRETE FILLED
GALVANISED STEEL

CHS SCREW PILE (REFER
Fj TO PILING LEGEND

FOR SIZE, DEPTH AND
SAFE WORKING LOAD )

SCREW PILES :

RV1 219 x 8.2 GALV AND EPOXY PAINTED SCREW PILE

MINIMUM 8m DEEP 30T SWL. CONC. FILL
RV2_ 219x 12.7 GALV AND EPOXY PAINTED SCREW PILE
MINIMUM 6m DEEP 60T SWL. CONC. FILL

RT RAKING AT 1 IN 2.75 - 219 x 8.2 GALV AND EPOXY PAINTED SCREW PILE

MINIMUM 12m LONG SWL = 60T TENSION. CONC. FILL

RC RAKE AT 1 IN 1 - 219 x 12.7 GALV AND EPOXY PAINTED SCREW PILE

MINIMUM 12m LONG SWL = 80T COMPRESSION. CONC. FILL

TYPE VERTICAL SCREW PILE (RV1, RV2)

 

           

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 

 

 

 

 

 

 

 

 

 

EXISTING
GROUND SLOPE | NOTTO SCALE
PILING CONSTRUCTION
EXTEND PILE REINFORCEMENT eae
\
| Nom. 200 7K \
| CRUSHED ROCK 77S 7S
/ 2 \
/ MAX. NI \
{ \gepere rere SLOPE Z
TEMPORARY SANDBAG >
RETAINING OR APPROVED & 200 >t T
EQUIVALENT. 3
LOTS 3 BACKFILL WITH \
2 LAYERS A39 Note 8 CONCRETE ( OBTAIN
BIDIM GEOFABRIC | NEIGHBOUR'S se GROUND BEAM / WALL
BENCH FIL WHERE POSSIBLE MAINTAIN PERMISSION ) 7 PILE CAP BEAM
| INTO SLOPE ALL EXISTING VEGETATION GONGRETE ScOUR So
i EXISTING ~
| | EXISTING BLOCK WALL PROTECTION 27° SAFE ANGLE FROM
2 LAYERS A39 GROUND SLOPE _-—— CONTINUOUS 400 HIGH TZ BASE OF SLOPE AT BEACH
BIDIM GEOFABRIC BLOCKWORK WALL TO 2 ~ J
FORM OVERLAND FLOW = art ~
TABLE DRAIN WITH CONCRETE 5 u foo
ACCESS TRACK EXISTING SOIL SCOUR PROTECTION 3 q
ee PROFILE CONTINUOUS 6 z
TYPE TEMPORARY CONSTRUCTION PILE CAP BEAM é &
NOT TO SCALE DECORATIVE ROCK FACE g =
9450 a
e Pe 2 450
450 REINFORCED CONCRETE @100 SLEEVED AGI LINE 6 @100 SLEEVED AGI PIPE & PILE
CONTIGUOUS PILES. REFER VERTICAL WALL DRAINAGE ° | a DISCHARGE INTO GRATED DRAIN 2
PILING DRAWINGS SET FOR PLACED AT 1500 CRS MAX. AND wu & 5
FURTHER DETAILS. PINNED IN PILE GAPS, DRAINING E DRIVEWAY SLAB 5
INTO GRATED DRAIN. & kK a
2 * 6
8 ROL, &
o | a &
z a
=
1 450
TYPICAL 0450 CFA
GROUT REPLACEMENT PILE
SL81 GALVANISED MESH WITH 50mm MIN. COVER. DECORATIVE ROCK FACE Nor TO scate
FIX TO PILES WITH GALVANISED 10mm PINSAT 500
CRS VERTICALLY ALONG EACH PILE.
CFA PILE DRAINAGE DETAIL
140 UNREDUCED AT Aa
4:20 UNREDUCED AT AY
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revision description Rev] Date [Revision Descripti Drawn AON 59 128 608 396 OPW APPROVAL RL 41.410 MEASUREMENT BAR - INCREMENTS IN mm