Scg 33082-CD-2023.10.23

 

 

DRAWING SIZE — At

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

KE CONSTRUCTION NOTES
SLAB AS DETAILED PAVEMENT AS GENERAL:
HEIGHT DATUM ‘ IN STRUCTURAL DETAILED ON DRG EX. SWPT EXISTING STORMWATER PIT 1. DO NOT SCALE FROM THIS DRAWING.
DOCUMENTS 33082-0W3.2 EX. SMH EXISTING SEWER MANHOLE 2. ALL DIMENSIONS IN MILLIMETRES
LOT 159 ON RP 48112 FFL AS EX. SCP EXISTING SEWER CONNECTION POINT 3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE
Level Datum AHD Y w NOMINATED. E.0.B. EXISTING EDCE OF BITUMEN ARCHITECTURAL DRAWINGS.
Level Origin PSM 99159 ye 3 y K&C EXISTING KERB & CHANNEL 4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
Elanda St, Sunshine Beach ZL SSsstatc oe rar a FPL AS 2 NS.L. NATURAL SURFACE LEVEL ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE
Ji af-.. ameererenenees- NOMINATED. S FH. FIRE HYDRANT ENGINEER IMMEDIATELY.
Survey information provided by " « 3/ LEVELLING LAYER : 3 TP TELSTRA PIT 5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING
ARNOLD DEVELOPMENT CONSULTANTS = EP. ELECTRICAL PILLAR SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL
7 i KERB EXISTING KERBING ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH
Z Z RCEW REINFORCED CONCRETE END WALL THE ATTACHED CRITICAL DEPTH LINE DIAGRAM.
SV STOP VALVE
WM WATER NETER FILLING NOTES

 

—THE SITE IS TO BE SCRAPED CLEAR OF ALL ORGANIC

 

 

 

 

 

 

    
    
   
   
  
     
 
  

 

 

 

 

   
 

 

 

 

 

 

 

 

 

 

 

 

   
 
       

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

  

 

 

 

    

 

  
  

 

 

 

 

 

   

 

 

 

   
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SX Foome as DRIVEWAY/CARPARK PAVEMENT MATERIAL AND DEBRIS.
DETAILED IN —THE SUBGRADE IS TO BE ROLLED WITH A VIBRATING STEEL
STRUCTURAL DRUM ROLLER TO ACHIEVE A MINIMUM RELATIVE FIELD
DOCUMENTS DENSITY OF 98% THE COMPACTION IS TO BE SUFFICIENT TO
FINISHED LEVELS DIAGRAM ACHIEVE A BLOW COUNT OF 7 BLOWS PER 300mm WITH AN
TEMPORARY CFA PILED RETAINING WALLS BUILDING PAD TYPICAL SECTION APPROVED PERTH SAND PENETROMETER FOR A DEPTH OF
CFA PILED RETAINING WALL DESIGN AND INSTALLATION 1.0m BELOW EXCAVATED LEVEL. COPIES OF COMPACTION TEST
BY A SPECIALIST CONTRACTOR RESULTS SHALL BE PRESENTED TO SCG CONSULTING
— DRIVING OF PILE WALLS NOT PERMITTED ENGINEERS FOR APPROVAL.
— INSTALLATION OF GROUND ANCHORS INTO NEIGHBORING MINOR RESHAPING TO EX. GROUND UNLESS NOTED OTHERWISE A MINIMUM BEARING CAPACITY
PROPERTIES NOT PERMITTED WITHOUT OWNERS CONSENT LEVELS IN ROAD RESERVE FOR NEW OF 100kPa SHOULD BE ACHIEVED WITHIN COMPACTED FILLING.
~ ADDITIONAL MEASURES SUCH AS GROUTING THE JOINTS ESTABLISH SURVEY MOITORING POINTS ALONG PILE WALL DRIVEWAY. ENSURE MIN. COVER 10 COMPACTION & BEARING CAPACITY TEST RESULTS MUST BE
IS RECOMMENDED TO REDUCE GROUNDWATER INFLOWS. CAPPING BEAM TQ MONITOR WALL ALIGNMENT/GROUND SERVICES ARE MAINTAINED AND PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL
UP ROUDE. GROUND HONITORNG/VBRATION CONTROL MOVEMENT, PILING CONTRACTORS ENGINEER TO BE ADVISED OF 2 o> MANHOLE re OnCRED Gr RE-TURF. MAX. PERMANENT CUT PRIOR TO WORKS PROCEEDING.
. ANY OBSERVED MOVEMENT “ Cc) “4.3 yp -
— ESTABLISH SURVEY MONITORING POINTS ALONG PILED a DECOMISSIONED TO NEW DRIVEWAY BATTERS 1:3 V:H TYPICAL. Wh tLiNeY SIND A ACCORDANCE Int A172 BE ie
WALL TO MONITOR WALL ALIGNMENT/ GROUND MOVEMENT . = LEVELS TO FUTURE DETAIL IN
am ENSURE 600mm MIN. BEHIND . ACCORDANCE WITH UNITYWATER OF ANY ORGANIC MATERIAL AND HAVE A CLAY CONTENT OF
D PILING 10 ALLOW FOR APPROVAL LESS THAN 12% (PLASTICITY INDEX LESS THAN 25%, LINEAR
" SHRINKAGE OF 15%). THE PROPOSED MATERIAL IS TO BE
SOONG Bean EY HOMISCh IAT Wacken /SROUN WALL. WATERPROOFING. INSPECID GY SCG CONSUL ING ENGREERS PROR TO IS
CAPPING BEAM TO MONITOR WALL ALIGNMENT/GROUND TYPICAL
MOVEMENT, PILING CONTRACTORS ENGINEER 10 BE ADVISED OF . D9 H Re ALL TO er PLP CE AND ONDA CTD IN
ANY OBSERVED MOVEMENT -
7 50.6 ACCORDANCE WITH AS3798-1996 TO A LEVEL SUFFICIENT TO
oO cA 50.56 Q oe & ACHIEVE A LEVEL 2 CERTIFICATION WITH A MINIMUM RELATIVE
+ on: FIELD DENSITY OF 98%. COPIES OF COMPACTION TEST
0.034 (1476) (1434 Nw RESULTS SHALL BE PRESENTED TO SCG CONSULTING
; i N j 0.309 N ENGINEERS FOR APPROVAL.
ae [| — 2477 | -FILLING AND COMPACTING ADJACENT EXISTING STRUCTURES
~ H t j = | IS TO BE IN STRICT ACCORDANCE WITH THE ASSOCIATED
I ARNT FOR s \q-— DETAILS AND SPECIFICATIONS.
BASEMENT EXCAVATIONS i ' | AREAS WHERE EXISTING STRUCTURES OR TREES ARE
MAX. SLOPE 1V:2H, IN p -— | REMOVED SHALL BE BACKFILLED WITH THE APPROVED FILL
ACCORDANCE WITH | MATERIAL COMPACTED IN ACCORDANCE WITH AS2870-1996 TO
GEOTECHNICAL ENGINEER Sty REFER Drg 33082-OW4.1 ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 98%.
RECCOMENDATIONS. j FOR DRIVE WAY DETAILS. BUILDER TO POT HOLE LOCATE AND -ANY LOOSE OR SOFT MATERIAL UNCOVERED IN THE SITE
j i PREPARATION SHALL BE REMOVED AND REPLACED WITH THE
su pl 800mm MIN. CONFIRM EXISTING SERVICES LOCATIONS APPROVED FILL MATERIAL COMPACTED IN ACCORDANCE. WITH
1.705) yo! 7] BASEMENT & LEVELS BEFORE ANY EARTHWORKS AS2870-1996 TO ACHIEVE A MINIMUM RELATIVE FIELD
te ARE CARRIED OUT. REPORT ANY oO DRANAGE AND SILT PROTECTION MEASURES MUST BE
Lan 0.000 FFL: 48.960 ss x DISCREPANCIES 10 THIS FIRM. ISTALLED PRIOR TO CONSTRUCTION COMMENCING.
=1.722 iw Kee FPL: 48.710
POOL GROUND
EXCAVATION FPL: 51.600
a D EXISTING STRUCTURE /DWELLING
INCLUDING NEIGHBOURING
| Ss ALLOTMENTS
THE BUILDER /CONTRACTOR
»— <L SHALL con ALL
RELEVANT LEVELS PRIOR 10
|  —« __| COMMENCING WORKS.
L | Ground /
LEGEND pad Tevel
LEVEN (-2.052 ) -0.376 UNSTABLE THIS FOOTING WITHOUT
-0.106 s -0.404 -3.165 THIS FOOTING IS FOUNDED y oh PIERS IS FOUNDED
_---77 INDICATES PROPOSED SURFACE ; BELOW CRITICAL DEPTH RE AND’ ONSTABLE
48.07 CONTOURS AND LEVELS TO AHD. +e | LINE AND IS STABLE. STABLE °
|
4480 EXISTING SURFACE SPOT LEVELS. | | LINE OF PROPOSED
DASHED LINE INDICATES FOU Ll PIERS OR UNDERPINNING FOUNDED 1B TT BICAYATION OR OTHER
> BELOW THE CRITICAL DEPTH LINE 1 .
INDICATES DEPTH OF CUT (NEGATIVE) OR PROTPRI NS WOULD BE NEEDED TO SUPPORT
FILL (POSITIVE) AS NOTED aa | ANY FOOTING THAT IS FOUNDED
C) —~ ABOVE THE CRITICAL DEPTH LINE. Horizontal 30 Degfess
KK iN th = <--
~ a ©) oOo, © NOTE:
INDICATES AREA OF CUT SS a : = CRITICAL DEPTH LINE THIS DETAIL ALSO APPLES TO EXISTING
s o NN FOUNDATIONS ON NEIGHBOURING
INDICATES CFA CONCRETE PILING OR SIMILAR, DESIGN AND EXTENT OF PILING TO BE DETERMINED IN ane PROPERTIES. SHEET PILING MUST BE
INSTALLATION BY OTHERS. MINIMUM VIBRATION TECHNIQUES TO ACCORDANCE WITH CRITICAL DEPTH LINE INSTALLED WHERE EXISTING FOOTINGS WILL
INDICATES AREA OF FILL BE USED FOR INSTALLATION, VIBRATION CONTROL AND PROTECTION OF NEIGHBOURING STRUCTURES BE FOUNDED ABOVE ANY EXCAVATION
Elevations Tela MANAGEMENT BY PILING CONTRACTOR. BUILDER TO CONFIRM CRITICAL DEPTH LINE
EXTENT REQUIRED TO SATISFY CRITICAL DEPTH LINE RC CAPPING BEAM
INDICATES POSITION OF TEMPORARY Minimum Elevation Maximum Elevation Color PROTECTION OF NEIGHBOURING STRUCTURES. FULL LTH OF WALL
ZED SHORING, DESIGN AND INSTALLATION BY REFER DETAIL. RC CONTIG PILES,
SPECIALIST CONTRACTOR i 5 0 DESIGN BY OTHERS EXISTING GROUND LEVEL
—_ VY
a |
E INDICATES OVERHEAD ELECTRICITY \ B:
SUPPLY LINE © we A Floor levels revised 23.10.23
INDICATES EXISTING SEWER LINE E Tm Revision Description Date
eee Issue:
NE
—_ w—__ INDICATES WATER MAIN APPROX hen boy FOR APPROVAL
ALIGNMENT, BUILDER TO CONFIRM EXACT ET I=IIb os
LOCATION PRIOR TO WORKS SITE PLAN — EARTHWORKS & PILING PLAN (i= | 5 DO NOT SCALE FROM THIS DRAWING
INDICATES TELSTRA LINE APPROX Scale 1: 100 EXCAVATION DEPTH & The design and associated details contained on this and associated
T ———— TWATEIA a drawings are copyright and are not to be used or reproduced without
ALIGNMENT, BUILDER TO CONFIRM EXACT TF Toi n the written permission of SCG Consulting Engineers.
LOCATION PRIOR TO WORKS SITE. GEOTECHNICAL DILAPIDATION REPORT: ° 5
NI 4
BUILDER TO MAINTAIN STABILITY —E—er—EeereroJrm" PRIOR TO ANY CONSTRUCTION = Unit 1/11 Project Ave,
— sw/ex ———— INDICATES STORMWATER DRAIN EXISTING OF ALL NEIGHBOURING STRUCTURES, INFORMATION/ RECOMMENDATIONS PRESENTED IN UNDERTAKE DILAPIDATION REPORT OF ALL PS Noosa Heads
AS NOTED REFER CRITICAL DEPTH LINE DETAIL A FUTURE GEOTECHNICAL INVESTIGATION REPORT NEIGHBORING DWELLINGS/ STRUCTURES. Tene < Ph (07) 5455 5604
ON THIS SHEET COMPLETED BY A GEOTECHNICAL ENGINEER. Moyo e ena ergies can
5 ‘WweD:www.Scg-engineers.com
RW INDICATES POSITION OF CONCRETE g fenanonnaa
ee ee SLEEPER RETAINING WALL TO - Title
STRUCTURAL ENGINERS DETAIL. PRIOR TO COMMENCING WORKS, ALL SERVICES SHOWN ON THIS PLAN INDICATIVE NOTE: CONTRACTOR TO REPAIR ADJACENT THE ee me
UNDERTAKE DILAPIDATION REPORTS OF ONLY CONTRACTOR TO LOCATE ALL SERVICES CUT/FILL LEVELS SHOWN REPRESENT THE FINISHED PAD CONSTRUCTION SITE KERB, FOOTPATH OR “THETT EARTHWORKS PLAN
ALL NEIGHBORING DWELLINGS/STRUCTURES PRIOR TO COMMENCING WORKS ON SITE. ALL / ROAD RESERVE IF ANY DAMAGE IS SUSTAINED r=
SERVICES ARE TO BE PROTECTED IN Saas (Pl) OMVEWENTS ENG MckDee The cRUSacR DURING CONSTRUCTION. GRASSED AREAS ARE (X CONCRETE PILED RETAINING WALL
www.dialbeforeyoudia.com.au ACCORDANCE WITH THE AUTHORITY TO BE RE TOP SOILED AND TURFED. _
y g RESPONSIBLE FOR THE SERVICE DUST OR ROAD BASE LAYERS 10 BE PROVIDED UNDER THE \=A SECTION Project
eran 44 0 0 SLABS. ADDITIONAL LANDSCAPING FILL NOT INCLUDED. 36 ELANDA ST,
mV
a . DIAL SUNSHINE BEACH
é BEFORE YOU DIG Date: May 23 Drawh Design 4
0 1 3 3 4 5 Checked: Drg No. Re
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