Attachment B Engineering plans

 

 

conecr 10
AGE OUTLET

CONTIGUOUS GROUT REPLACEMENT PILES:

  
    
   
   
 
 
  
     

\

  

TYPE A @450 FROM EXISTING GROUND TO RL 41.0
RC TYPE B 9450 FROM EXISTING GROUND TO RL 38.0
ee Saree TYPE C 9450 FROM EXISTING GROUND TO RL 34.0

STRI
SCRE

‘OOTIN
ILES,

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

north

 

© 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.

ry
LING OF FRONTAL DUN

  

LING OF ZONE BOUND)

 
   

  
   
 
 
 
  

STRUCTURES FROM
ADJACENT PROPERTY

 

 

 

   

  
 
 
  

 

 

   
  
 
 
 

 
 
  

 

 

 

 

 

 

 

   

  
   
     
  
     
   

 

STRUCTURES FROM
ADJACENT PROPERTY

 
  
 
  
 
 
  
 
 
 
 
 
    
  

SCREW PILES:

RV1 219 x 8.2 GALV AND EPOXY PAINTED SCREW PILE
MINIMUM 8m 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 1 IN 1-219 x 12.7 GALV AND EPOXY PAINTED SCREW PILE
MINIMUM 12m LONG SWL = 80T COMPRESSION. CONG. FILL

 

north

CONNECT TO
DRAINAGE

    

 

 

 

 

 
  
 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

rite ae
pec EE 06 ‘S 6 8
an \ /
AW, BOUNDAR\
ay 6 45 as 43 42 a1 M8
ff
3.0DEEPKO8WIDE STRUCTURE FROM fi STRUCTURE FROM
6 URETEK GROUT ADJACENT PROPERTY, yp ADJACENT PROPERTY.
oe / 7
: \ Jf
SITE WORKS - STAGE 4 AND 5 SITE WORKS - STAGE 6 AND 7
{ouECUCeD ATA ap) REDUCED ATA
5 ' 5 ' EXCAVATION TO 5
5 ALL VERTICAL AND RAKING SCREW PILES SHALL FOUND AT LEAST Sm gi GAIN ACCESS FOR 8
8 BELOW A 27° LIINE PROJECTED FROM THE BASE OF THE SLOPE, AND 8 ace oF 8
¥I CinceaUS AT LEAST 7.0m BELOW ORIGINAL GROUND LEVEL. EI EXISTING GROUND BRCAUATIONTO yl
GAIN ACCESS FOR 6
| ‘THE SCREW PILING CONTRACTOR MUST ALLOW FOR PRE-BORING ! 250 MIN, SLAB TIED INSTALLATION OF BI
WHERE NECESSARY TO PENETRATE WEATHERED SANDSTONE TO BUTTRESS ANO LEVEL 1 SLAB AND 6
URETEK GROUT TTI] ~Saveway TAVERE: URETEK GROUT OEE URETEK GROUT [hj POOL y
SLB ~~ wea ane ~
Ss SCREW PILES ARE TO BE DESIGNED AND INSTALLED BY THE eee A 5B EA SSeS Re wee nts Seams aot
CONTRACTOR TO SAFELY WITHSTAND THE SPECIFIED SAFE WORKING SWS ORAINS WD OMNIS sera bReON
LOADS, AND CERTIFIED BY AN EXPERIENCED RPEQ ENGINEER, WHO | ~SL PILED WALLS !
tea SHALL PROVIDE APPROPRIATE FORM 15 AND FORM 16 wei a seererrere- fam eeennnmeninitia
om staan oes a oe
ae CONTIGUOUS |
os, PILING TYPE C
a wee teed . eee oS _. poate a
ConTiGuoUs CONTIGUOUS a CONTIGUOUS
PILING TYPE A PILING TYPE A "= Sn PILING TYPE A
; STAGE 4 AND 5 PROCEDURE : : INES AND ~~ . U
CONTIGUOUS CONSTRUCT CFA TYPE C RETAINING WALL. AT CONTIGUOUS WICK DRAINS WD CONTIGUOUS ms !
PILING TYPE B THE SAME TIME INSTALL SUB-FLOOR SEEPAGE PILING TYPE B. STAGE 6 AND 7 PROCEDURE: PILING TYPE B <r
RL34.0 PLEDWALS = ee wit cent PROGRESSIVELY EXCAVATE DOWN TO RL 40.50 ~~
—_— * EXCAVATE DOWN TO RL 44.7 FOR LEVEL 2 SLAB. os fw . ‘CONSTRUCT TIE BEAMS AND INSTALL GROUND 1
ie peaw + INSTALL GROUND ANCHORS, RAKING PILES AND. pop cae SORecEL ‘ANCHORS, pecans Rv2 Rv2 RC C~~
BUILD TIE BEAMS. POUR SLAB IN 10 SEGMENTS: + INSTALL SUB-FLOOR SEEPAGE DRAINS AND ~|[Rv2
TYPE SECTION SURFACE) ATRL 45.00 REMAINING VERTICAL WICK DRAINS. ~
Y' E - SITE WORKS TYPE SECTION - SITE WORKS + POUR SLAB IN 10m SEGMENTS AT RL 40.89 TYPE SECTION - SITE WORKS
ee * _ EXCAVATE AND INSTALL GROUND ANCHORS AND -
Sa STAGES roureaes ~~ STAGEGANDT eS
HU UNPECUCEDAT AT tao uneecuceoAT AS —_—Aa—————— SURFACE)
"oouescucea tat {a0 UNREDUCED ATAS
tp umecucea ATT
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale [Sheet Size]
eprightinocordence wh be UNIVERSAL i OD A. VENESS B. GEORGE PROPOSED RESIDENCE AT LOT 1,No71 | SITE CONSTRUCTION AS SHOWN| A1
agreement betaeen Tod ™ sign ei
Corading aya eer n ra PROPERTY COMPANY B. GEORGE s.prystupA _| SEAVIEW TERRACE, SUNSHINE BEACH WORKS PLANS AND Drawing Number
ri. Tris or 7 ;
used forts spt prjct ESTABLISHMENT. consulting engineers Ws aa, ae ROP RPTBSBE SECTIONS STAGES 4 -7 14517-OP06
= sous 7 5889 S THO 00S.
Trecacing tat cotte et, [0.10.1 ISSUED FOR DA APPROVAL AV. ian MARKUS HASLER. seovecins Ota tey Mason 207 si ate wee Hort oaTuM oe = 2 5 a Sheet Revi
‘esved forconstwcton inthe | _A_ AUG 14] ISSUED FOR OP WORKS APPROVAL. | AV. sepateigeacrenbgece | eakaeradiyiins Ss 7 vA AUGUST 2014 | ROLAPPROVAL VERT DATUM AHD 6 of 10 B
revision description. Rev| Date [Revision Description Drawn sent sa ea 395 iy OPW APPROVAL RL VEASUREVENT BAR - ICREMENTS PV ema
T