Attachment B Engineering plans

 

  
 

STRUCTURES FR

 

 

ADJACENT PROPERTY

 

3.0 DEEP x 0.8 WIDE

    
    
   
    
    
    

CONTIGUOUS GROUT REPLACEMENT PILES :

TYPE A @450 FROM EXISTING GROUND TO RL 41.0
TYPE B = @450 FROM EXISTING GROUND TO RL 38.0
TYPE C @450 FROM EXISTING GROUND TO RL 34.0

CONTIGUOUS PILES SHALL FOUND AT LEAST 7.0m BELOW ORIGINAL GROUND
LEVEL, UNLESS DENOTED BY RL AS PER ABOVE TYPES.

© WD VERTICAL WICK DRAIN - PERFORATED 219 DIA. x 7.1TK. CHS
SCREW PILE - AT 6.0m CRS. TO FOUND 2.0m BELOW ADJACENT
FLOOR LEVEL, OR AS INDICATED ON PLANS / SECTIONS.

   
 

 
  
 

 

      
   

 

   
 
 
  
  
 
 
 
  
       
    
 
  
 
 
  

SCREW PILES :

RV1 219x 8.2 GALV AND EPOXY PAINTED SCREW PILE
MINIMUM &m DEEP 50T SWL. CONC. FILL

RV2 219 x 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 11IN 1-219x 12.7 GALV AND EPOXY PAINTED SCREW PILE
MINIMUM 12m LONG SWL = 80T COMPRESSION. CONC. FILL

 

 

north

 

 

 

LING OF ZONE BOUNDARY

  

 

STRUCTURES FROM
ADJACENT PROPERTY

 

  

 

 
   
 

    
   

 

 

 

 

 

   

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ee POUNONY, 4 3. : veerpop ints 48 aor 42 40 :
2 00% 4 43 . 5 ‘
est ‘ % 7 memet a Ne
s
7 TRUCTURE FROM EXISTING \ 7 ‘STRUCTURE FROM
¥ ADIACENT PROPERTY RENAN 7 ADJACENT PROPERTY.
52 x y # > 7
: \ J
jaa anacieiar ay
, 7 EXCAVATION TO EXCAVATION TO.
: EXISTING GROUND EXISTINGGROUND x INITIAL EXCAVATION EXISTINGGROUND GAIN ACCESS FOR GAIN ACCESS FOR
3! $! TO GAIN ACCESS 2 INSTALLATION OF INSTALLATION OF
31 STAGE 1 PROCEDURE : 3 FOR INSTALLATION STAGE 2 PROCEDURE: 3I DRIVEWAY SLAB. DRIVEWAY SLAB AND STAGE 3 PROCEDURI
Bee EIN. + LEVEL AT SITE ENTRANCE TO FORM & OF FARISISEES. * PROGRESSIVELY REMOVE TEMPORARY s (LEVEL 1) STU CUS ERIN + CONSTRUCT STORMWATER DISCHARGE
Bliss TEMPORARY TRACK AND VEHICLE TURN EI CONSTRUCTION PLATFORM AND EI PERMANENT 7 FACILITY.
BSS AROUND MOVING PARALLEL TO WEST conTicuous WATHDRAW TEMPORARY SCREW PILES AND DRIVEWAY SUAB! + COMPLETE SUBFLOOR AND DRIVEWAY AGI
BOUNDARY, USE GEOFABRIC, ROCK BASE PILING TYPE B STORE FOR RE-USE LATER, WHILE | 250 MIN. THICK DRAINS. CONNECT SUBFLOOR AND WICK
‘AND SCREW PILED RETAINING WALLS UP TO PROGRESSIVELY BUILDING 750 WX 600 DRAINS.
4.5m HIGH. GRADUALLY INSTALL REINFORCED CONCRETE WALL HEAD BEAM URETEK GROUT {Ey bx + FORM UP AND BUILD PERMANENT
TEMPORARY SCREW PILES AND * _ REINSTATE SURFACE PROTECTION AND Me ~ DRIVEWAY SLAB, SUPPORTED ON
AEvELS = a CONSTRUCTION PLATFORM OR A SUITABLE ‘SURFACE DRAINAGE TO SOILS BETWEEN at —— a - ikanames Seat CONTIGUOUS PILES (TYPE B) AND
CONTIGUOUS LEVELED PLATFORM FOR CFA PILE RIG BOUNDARY AND NEW WALL, TO AVOID Se ‘STRUCTURALLY CONNECT TO BUTTRESS
PUN weEA! * INSTALL URETEK GROUT GROUND EROSION AND LOCAL SURFACE SAND SLIP. ANO BRACING WALLS FROM PREVIOUS |
STABILIZATION ALONG WEST BOUNDARY * MONITOR ADJACENT STRUCTURES, WALLS, ! STAGE. DRIVEWAY SLAB TO BE DESIGNEO
tevec2 * INSTALL TYPE A, 450mm DIAMETER ‘GROUND LEVELS AND SITE MONITORING FOR 15kPa CONSTRUCTION VEHICLE
a CONTIGUOUS CFA GROUT PILED WALL AND SURVEY POINTS. aia ss LOADING AND MATERIAL STORAGE, AS
VERTICAL SCREW-IN STEEL WICK DRAINS + EXCAVATE ALONG CONTIGUOUS PILED al AGIUNES'AND Wick WELL AS HORIZONTAL WALL LOAD.
AT 6m CENTRES WALL TO FORM PLATFORM AREA AT DRAINS WD. CONTINUE TO MONITOR ADJACENT
+ LOCALLY STABILISE ADJACENT FOOTINGS APPROX RL 48.5. MINOR FILLING TO STRUCTURES
TO BLOCK WALLS AND FENCES. MONITOR MAXIMUM OF 1m DEPTH ALLOWABLE. ! 2S 9 See e a tenan. meee
ADJACENT STRUCTURES, WALLS AND ee eae INSTALL CFA TYPE B RETAINING WALL. contiguous | Zane °° °° @ ..}°}™}” .
‘i " CONTIGUOUS ‘SLAB TIED TO. _ a 0
GROUND LEVELS. . CONTUO * INSTALL VERTICAL WICK DRAINS. PILING TYPEA BUTTRESS AND ~~~ EXCAVATE ALONG con ates eo
i 7.0m DEPTH + FORM SPOON DRAIN ALONG WESTERN ¢ 2 PRED WALLS: 3 :
LINE (BELOW BOUNDARY TO COLLECT ANY RL 36.0 U APPROX RL 44,7, MINOR FILLING TO
TEMPORARY SCREW PILES AND TRACKS SURFACE) CONCENTRATED STORMWATER FROM 7.0m DEPTH CONTIGUOUS MAXIMUM OF 1m DEPTH ALLOWABLE.
REQUIRED FOR THE INSTALLATION OF ABOVE AND ACROSS SITE, DISCHARGING TO LINE (BELOW PILING TYPE B 7
STAGE 1 PILING WALL AAT WESTERN APPROVED LOCATION AFTER INSTALLATION: SURFACE)
BOUNDARY. DESIGN AND SPACING TO BE OF SEDIMENT / EROSION CONTROL ALL AS
‘SPECIFIED BY THE PILING CONTACTORS DETAILED ON THE STORMWATER saeieeTa
ENGINEER TO SUIT PILING RIG WEIGHT. MANAGEMENT PLAN. LINE (BELOW
SURFACE)
TYPE SECTION - SITE WORKS TYPE SECTION - SITE WORKS TYPE SECTION - SITE WORKS
STAGE 1 STAGE 2 STAGE 3
1200 UPEDUCED ATAS
Uo ueepuceo att twos unmeDucen ArAS 12 veescucea atat
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title ‘Scale [Sheet Size]
This drawing Is subject to
oe UNIVERSAL TOD Aveness _|s.ceorce | PROPOSED RESIDENCE AT LOT 1,No71_| SITE CONSTRUCTION AS SHOWN| Aj
agreement between Tod mu sign Veri
ee ae aici saa n / @) PROPERTY COMPANY B, GEORGE S. PRYSTUPA SEAVIEW TERRACE, SUNSHINE BEACH WORKS PLANS AND Drawing Number
Weed eo spactie ESTABLISHMENT. consulting engineers Appecred Bre Me ROP RP 189884 SECTIONS STAGES 1 -3 14517-OP05
‘This drawing shall rot be used —_ S.PRYSTUPA 1137 LOCAL AUTHORITY NOOSA Aaa
to intl marked as | -B__[10.10.14| ISSUED FOR D.A. APPROVAL. AN: Ne Rac Acts yak MARKUS HASLER. Si Date MCU APPROVAL HORIZ DATUM Sheet vision
‘Tasued for construction’ In the: A__|AUG 14] ISSUED FOR OP WORKS APPROVAL. AY. oP. ROL APPROVAL VERT DATUM AHD- B
Ucematlnenel sale Rev] Date [Revision Description [Drawn . | AUGUST 2014 | Gow APPROVAL RL 5 of 10