07/0604 - Response to Information Request [As Published] · 142007.604

BOPTER CUT ScAB GW33001, sera reas cacy
és FELJONT f0 fom BELOW PREFORKED GALV NETAL KEY JONT, ig wits, fh0 SLAB AS OETARED.

. SS TP tart i HE 0 TOP COVER,
roe, tee SS #
308 304

CUE EVERY dnd WIRE DIRECTLY UNDER 2
JOINT B DEPRESS FABRIC LOCALLY. qT

TOOLED JOINT (TJ) - KEYED JOINT (KJ sé

  
 

 

 

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EXTRA LAYER FT
WESH 46 BOT TOM COVER,

 

 

 

‘$00 SLAB OM GROVHD. 1 LAYER F72 NESH
SO TOP COVER CRANO CENTRALLY {TO SARL

 

 

 

 

     
                               

TERNATIVELY: SAW CUT SLAB 3W=300
SHR ROORS Ge CASTING Sea NS ‘ABOVE. FOOT! TEP TAILS IRATURAL GROUND or 3
ComacteoreL j

STEPPING STONES ‘

FOURDATION DESIGH 16 GASED GH REPORT Ho. ? BY GOLOER 8 ASSOCIATES PTY 47D. REFER TO THS a a 4

REPORT FOR SOL CONDITIONS EXPECTED GN SITE, & ACTUAL SOL COMDINONS YARY SKARFICANTLY NN 4

FROM THOSE THE REPOR'. CONTACT EMGOEER FOR RE-APRAISAL OF FOOT DESION, a Seana cna mw } .

ALL FOQTIYGS TO BE FOULED 44 MATERGAL QF MACMUM SAFE BEARING CAPACITY HekPa. ANY FLL 7 TO COMER, ~“, Ascerauso

‘MATERIA BENEATH SL ABS 1S TO BE COMPACTED Nt AYERS TO ACHIEVE A MiGHUM UIDFORH DENSITY ~ POD As

OF 985 STANDARD COMPACTION . £ i. “~_100.0- :

SEERA:

COMFRH ALL STEPS AND FALLS WITH ARCHBTECTS DRAWINGS.

  

STAIR ON GROUND DETAILS { i

(C1 FULL HEAT COMTROL JOINT To NASOHRY.

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BURDER TO YERFY LOCATION OF ALL SERVICES OW SITE PRIOR TO ORDERING MATERIALS OR i
COMMENCHG WORR, ( a
‘LOCAIOW OF POOL 70 BE YER tf * ;
ON BE YERFIED OM SITE, y . « . 9.0
EXCAVATION FOR POOL SHALL WOT EXTEND BELO 4 LE OPONG AT 45° AWAY FROM THE NEAREST 2 . pi YY a
UNDERSIDE CORHER OF ANY FOOTINGS, CONTACT EMGMEER # UNCERTAD, A ® are !
4
1 :
!
,
mS . 4 | 190 block wall
: . _— , mowae.
ye Ye 1 ¥ 1 yee : t =
1 at 095 cL

98.0
Os Baek 4945 (CLG,

GQ Maes 13 (OL
6 HA STS 915005 NR,

ROCK FACING TO WALL AS PER.

| . 1 | ARCHTEC TS DETANS, 4

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

             

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

   

 

 

      

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~| ALL 10-96 OM FOOT 3
$50 - Granular bachtill 2 ag, drain fall to outlet Saneyil oak g FOOT 3g
[email protected] cover
tp saps
RO UGS @ ace CS.
94.0
TDACKEN POND SHELL 10 750 PROVIDE HINTS IN WALL
PACKER EHS = 6m (RS MAY, al
cor
\ N16 10 ——
. igitudinal bars —! WoT To BE USED
WOTE: Ths POKD TO Be 7
(CAST SEPARATELY FROM oan Ae nets F300 WHERE RET ANG, oT
> oo. AND OVERFLOW + ,
RW1 DETAILS SFIDETAILS
t
| APPENDIX A REQUIRENENTS FOR SITE DRAINAGE. \ [ APPENDIX B SITE PREPARATION AND EARTHWORKS, |
> (GANIC WADTH 10cm OF AS FOLLOWS FOR VARIOUS SOL IYPES.
z q WEATHERED ROCK: WELL GRADED GRAMAAR PLS
& LATS: Sky, $1001 AO GUyetLY CLAYS
iz C204 SUIS. SANDS AND SOFT CLAYS,
JOQUTFALL {
ay y “cowactioct
ie Is MATEROAL
q
ToourFat Cec ERS,
TOOUTFALL TOOuTFALL U
‘ORAAACE LAYOUT EWES STE, “7
ALTYP Ra pRAnAGE avout
TART Rad POURED F REFER APPIN A.
FACE IS LOL 10 COUR, «
~~ WHERE °C EXCEEDS 200m, REFER 10 EMER FO.
2 E- APPRAISAL OF FOOTING AMD SLAB DESK
4
1 WHERE BA)pc WOTHS SPCC ED ABOVE CAM WOT BE ATTANEO OX TO SITE COMSTRAATS,
cy REFER 1 EXGHEER FOR DESO OF RETARCHG WALL AND/OR PERS TO MATURAL GROUAD.
EARTH RAH i
a TALL 0 i‘ NOTES:
crow 00 s6e RESOE |
TOFALL TOEARTA DRAN SLAB CAST ABOVE GROUND 1. THE COMPRES OF THE GULOING SITE ARE TO BE STRIPPED AND ALL VEGETATION REMOVED FROM CHE BULCHG AREA, GR HOLES,
roots To outran, AT He LiVEL TosuT RA 49S TOGE BACKFRLED AND COMPACTED AS MEMCATED & MOTE 2
PAN AGE LAYOUT, (CONDITIONS AND FALLS TO:
‘SEWERS AS PER LOCAL 2. WHERE SLAQ AND FOOTINGS ARE 0 BE FOUNOEO MFR. BULGING PLATFORMS SHALL BE BUT UPN LAYERS AND COMPACTED 0
AUTHORRTY ORDNANCE, ATTA A RO ENSITY OF $2% STAHDARD COMP ACTION FOR COMESIYE FLL MATERIAL ARD A SEAM DENSIEY ADE
NOTES:- (8 70% RELATIVE T FOR GRANULAR CNONsCOHE SVE] FILL MATERRAL.
1 TAC SITE HIST BE $0 GRADED JOO ORANED THAT Tat WATENE 1S SHED FROM THE BULDERG PLATFORM ACCORDANCE WTA THe } 3. SR MOSURE CONTERT SHOULD BE HART AMD NEA CPTRUN DUE COMPACTION, SMOOTH DRUM ROLLERS MAY BE USED FOR
ABOVE PREKPLES

GRAMLAR PRLS, VORATICG SHECPFOUT ROLLERS ARE RECOMMENDED FO CLAYS.
2. PROVISION OF PAVING, SURFACE GUTTERING OR URDERGROLMD PRING WILE ALL ASSIST & ACHIEVING GOOD DRAACE, ‘THE QUALITY OF COMPACTION SHOULD BE TESTED GY A RECOGSED TESTARG AUTHORITY -1f #5 THE BULOEN'S RESPORSBLITY 10
{ ENSURE THAT THE TEST lor TESTS GIVE AX ACCURATE CDWC ATICN OF THE OWALETY’ AND DEGREE OF COMPACTION OF THE FAL.

3. GOOD DRANAGE MUST BE MARTARED THROUGHOUT CONSTRUCTION AS WELL AS AFTER PRACTAL COMPLETION, THROUGHOUT THE ENTIRE DEPTH AND ACROSS. THE WHOLE PLATFORM.

_DRASAGE MUSH WOT SE DARECTED AT AN ADJACENT LOS iN A CONCENTRATED FORM

 

 

   

 

 

  

 

 

 

 

 

: Scauts: 4100, 420
PROPOSED ADDITIONS 10 RESIDENCE AT FOOTING PLAN AND DETAILS ie PT me NT
20 BAYYIEW ROAD, APPENDIX A&B
NOOSA HEADS 262141 | St TA
tor THOMAS MUSTER ‘ey OF Ts OPA . ATER FROG) | sen pacha | Re
THS PLAN IS COPY PROTECTED BY RIENMAC PTY UTD. | OO NOT SCALE OFF ORAWINGS.| At sert 1 of 3  |[cecep