Approved Plans - MCU22/0196 & OPW22/0295

 

DRAWING SIZE — At

 

HEIGHT DATUM

LOT 2 & 3 ON MCH3881
Level Datum AHD ih
Level Origin PM 105735, RL 4.577
Gympie Tce, Noosaville

Survey information provided by | /
Max Watterson & Associates

 

 

 

 

 

SITE_DEWATERING

— THE SITE IS TO BE CONSTANTLY DE-WATERED UNTIL THE GROUND
LEVEL SUSPENDED SLAB IS POURED.

— THE DESIGN AND INSTALLATION OF THE DEWATERING SYSTEM IS TO
BE BY A SPECIALIST CONTRACTOR.

—APPROX GROUND WATER TABLE OF 1.0m BELOW EXISTING GROUND
LEVEL. SEASONAL & TIDAL VARIATIONS NOT CONSIDERED

—GIVEN THE CLOSE PROXIMITY TO THE NOOSA RIVER, GROUNDWATER
LEVELS WILL VARY WITH TIDAL INFLUENCE AND PREVAILING WEATHER
CONDITIONS.

—EXTRACTED GROUNDWATER IS TO BE TREATED IN ACCORDANCE WITH
RECOMMENDATIONS PROVIDED IN A FUTURE DEWATERING MANAGEMENT
PLAN & SITE GEOTECHNICAL REPORT

— TREATED EXTRACTED GROUNDWATER IS TO BE DIRECTED TO COUNCIL

STORMWATER, FINAL OUTLET LOCATION TO BE APPROVED BY NOOSA
COUNCIL.

— PUMPING MUST NOT CAUSE NUISANCE FOR NIEGHBOURS. ENCLOSING
WITHIN A SOUND PROOF ENCLOSURE MUST BE CONSIDERED.

TEMPORARY CFA PILED RETAINING WALLS
— CFA PILED RETAINING WALL DESIGN AND INSTALLATION
BY A SPECIALIST CONTRACTOR

— DRIVING OF PILE WALLS NOT PERMITTED

— INSTALLATION OF GROUND ANCHORS INTO NEIGHBORING
PROPERTIES NOT PERMITTED WITHOUT OWNERS CONSENT
— ADDITIONAL MEASURES SUCH AS GROUTING THE JOINTS
IS RECOMMENDED TO REDUCE GROUNDWATER INFLOWS.

— PROVIDE GROUND MONITORING/VIBRATION CONTROL
DURING INSTALLATION.

— ESTABLISH SURVEY MONITORING POINTS ALONG PILED
WALL TO MONITOR WALL ALIGNMENT/ GROUND MOVEMENT

 

 

 

ESTABLISH SURVEY MOITORING POINTS ALONG PILE WALL
CAPPING BEAM TO MONITOR WALL ALIGNMENT/GROUND
MOVEMENT, PILING CONTRACTORS ENGINEER TO BE ADVISED OF
ANY OBSERVED MOVEMENT

    

 

 

 

 

 

 

 

 

Ground /
pad Teve
UNSTABLE
&
te, 2
THIS FOOTING IS FOUNDED oo
BELOW CRITICAL DEPTH PY, Lid
LINE AND IS STABLE. STABLE ye oN
PIERS OR UNDERPINNING FOUNDED

 

 

BELOW THE CRITICAL DEPTH LINE
WOULD BE NEEDED TO SUPPORT
ANY FOOTING THAT IS FOUNDED

ABOVE THE CRITICAL DEPTH LINE. 30 De

   

Horizontal

CRITICAL DEPTH LINE

LEGEND

48.077

+180

/D

FILL (POSITIVE) AS NOTED

 

INDICATES AREA OF CUT

 

 

 

 

INDICATES AREA OF FILL

 

   

EXISTING STRUCTURE /DWELLING
INCLUDING NEIGHBOURING
ALLOTMENTS

 

THE BUILDER /CONTRACTOR
SHALL CONFIRM ALL
RELEVANT LEVELS PRIOR 10
COMMENCING WORKS.

 

 

 

 

I

t

| THIS FOOTING WITHOUT
t_ PIERS |S FOUNDED

ABOVE CRITICAL DEPTH
LINE AND IS UNSTABLE.

|

I

{

\ UNE OF PROPOSED
\—"— EXCAVATION OR OTHER
| TRENCH.

|

I

|

 

ees

NOTE:

THIS DETAIL ALSO APPLIES TO EXISTING
FOUNDATIONS ON NEIGHBOURING
PROPERTIES. SHEET PILING MUST BE
INSTALLED WHERE EXISTING FOOTINGS WILL
BE FOUNDED ABOVE ANY EXCAVATION
CRITICAL DEPTH LINE

--~~ INDICATES PROPOSED SURFACE
CONTOURS AND LEVELS TO AHD.

EXISTING SURFACE SPOT LEVELS.

INDICATES DEPTH OF CUT (NEGATIVE) OR

INDICATES POSITION OF TEMPORARY

RETENTION SHORING, DESIGN
INSTALLATION BY SPECIALIST

AND
CONTRACTOR

— E — INDICATES OVERHEAD ELECTRICITY

SUPPLY LINE

INDICATES EXISTING SEWER LINE

w——_ INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT

LOCATION PRIOR TO WORKS

a INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT

LOCATION PRIOR TO WORKS

INDICATES STORMWATER DRAI
AS NOTED

IN EXISTING

INDICATES POSITION OF RETAINING WALL

TO STRUCTURAL ENGINERS D

 

www.dialbeforeyoudig.com.au

 

BEFORE YOU DIG

 

 

 

 

ETAIL.

BUILDER TO MAINTAIN STABILITY
OF ALL NEIGHBOURING STRUCTURES,

REFER CRITICAL DEPTH LINE DETAIL
ON THIS SHEET

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    
  
 
 
 
  
 
  
 

bot BASEMENT WALLS TO STRUCTURAL FINAL BASEMENT SLAB THICKNESS TO
Zz | ENGINEERS DETAIL BE DETAILED BY STRUCTURAL KE
wo | ENGINEER
ce |
a ! PAVEMENT AS EX. SMH
s|= ? RAFT SLAB 10 DETAILED ON DRG a
I STRUCTURAL ows. K&C
1} ENGINEERS DETAIL. NSL.
i 5 FH.
wD Ee FPL AS & EP.
“ez FPL AS NOMINATED. S KERB
| “ NOMINATED. S RCEW
ae a ee | SV
LL) 7 777 TF 7 wa 7 we we 77 y, L/y WM
VLIS LLL AL AK IL LD AL ILIDL AL CLI ALLEL CSL LLL PL LL
eR Ne TANKING WATERPROOF BLANKET WITH
PRIMER & PROTECTIVE COATING INSTALLED
BY SPECIALIST CONTRACTOR TO DRIVEWAY / CARPARK PAVEMENT
MANUFACTURERS’ SPECIFICATIONS &
CERTIFICATION.
FINISHED LEVELS DIAGRAM
FINISHED LEVELS DIAGRAM TYPICAL SECTION
TYPICAL SECTION
——— “Up
———. 7
tL —_——__ -
° => __ CHAPLAIN: PARK ;
AS / N Aah 4
” ri 3p + é

TOP :
BTM :

ENSURE 600mm MIN. BEHIND
PILING TO ALLOW FOR
ACCESS FOR BASEMENT
WALL WATERPROOFING.
TYPICAL.

TOP
BIM

TOP
BTM :

TOP
BIM

 

   

    

EX. SWPT EXISTING STORMWATER PIT

 

 

 

 

 

 

 

 

 

EX. SMH

 

4.

 

Se A
RESIDENTIAL

FPL:

 

   

a DASHED LINE INDICATE:
X° PROPOSED BUILDING
FOOTPRINT

 

 

 

PILES TO BE BACKFILLED

 

~~ 7

    
   
 
 
    

    
 
   
         
   

FOLLOWING BASEMENT K\ |
CONSTRUCTION. i Gy
/ }
——_ ——— x4
DRIVEWAY (0288) te Coat Me
REFER Drg. OW4.1 & QP yo Ni
OW4.2 FOR DETAILS. 1 om
ae
I

—

TOP : 2.10
[BTM : 1.45
H = 0.65m

INDICATES TEMPORARY CFA CONCRETE PILING OR SIMILAR,

DESIGN AND INSTALLATION BY OTHERS. MINIMUM VIBRATION

TECHNIQUES TO BE USED FOR INSTALLATION, VIBRATION
t——— CONTROL AND MANAGEMENT BY PILING CONTRACTOR. BUILDER

TO CONFIRM EXTENT REQUIRED TO SATISFY CRITICAL DEPTH

LINE PROTECTION OF NEIGHBOURING STRUCTURES.

REFER DETAIL.

 

   
 

 

 

 

 

TOP : 2.50
BIM : 1.50
H = 1.00m

Lo Ei ' | LER EB ESTABLISH SURVEY MOITORING POINTS ALONG PILE WALL
FFL: —0.300 ———— & 51-40 CAPPING BEAM TO MONITOR WALL ALIGNMENT/GROUND
- . . om MOVEMENT, PILING CONTRACTORS ENGINEER TO BE ADVISED OF
-0 700 | Ka ANY OBSERVED MOVEMENT
. Ki

_— | Kt,

I N | t

| x I fy BY 0.600 TOP : 2.10

| ot o | 5 | BTM : 1.55

‘ * | : / H = 0.55m

| 5 N &

LL

TOP : 2.30
| BTM : 1.50
/H= 0.80m

DASHED LINE INDICATES APPROX. ON SITE
STOCKPILE & TREATMENT AREA FOR ACID
| SULPHATE SOILS (ASS). ENSURE SURFACE
GRADES PROMOTE FALL INTO BASEMENT

 

 

 

 

 

 

TERRACE

SITE PLAN — EARTHWORKS & PILING PLAN

Scale 1: 200

 

PRIOR TO COMMENCING WORKS,
UNDERTAKE DILAPIDATION REPORTS OF
ALL NEIGHBORING DWELLINGS/STRUCTURES

 

ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL

 

 

CONTRACTOR TO REPAIR ADJACENT THE
CONSTRUCTION SITE KERB, FOOTPATH OR
ROAD RESERVE IF ANY DAMAGE IS SUSTAINED

DURING CONSTRUCTION. GRASSED AREAS ARE
TO BE RE TOP SOILED AND TURFED.

 

SERVICES ARE TO BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY
RESPONSIBLE FOR THE SERVICE

 

 

SITE GEOTECHNICAL
INFORMATION/ RECOMMENDATIONS PRESENTED IN
PACIFIC GEOTECH REPORT ON GEOTECHNICAL

 

INVESTIGATION (PROJECT PG-9236) DATED NOV
2022,

 

 

 

NOTE:

CUT/FILL LEVELS SHOWN REPRESENT THE FINISHED PAD
LEVEL (FPL) TO THE UNDERSIDE OF THE GROUND BEARING
SLABS AND PAVEMENTS AND INCLUDES THE CRUSHER
DUST OR ROAD BASE LAYERS 10 BE PROVIDED UNDER THE
SLABS. ADDITIONAL LANDSCAPING FILL NOT INCLUDED.

 

 

 

DILAPIDATION REPORT:
PRIOR TO ANY CONSTRUCTION

UNDERTAKE DILAPIDATION REPORT OF ALL
NEIGHBORING DWELLINGS/ STRUCTURES.

 

 

 

EXCAVATIONS, TYPICAL. FINAL LOCATION
TO BE DETERMINED BY PRINCIPLE
CONTRACTOR.

RC PILES, DESIGN
BY OTHERS

@nen

EXCAVATION DEPTH
V

EXISTING SEWER MANHOLE
EXISTING SEWER CONNECTION POINT
EXISTING EDGE OF BITUMEN
EXISTING KERB & CHANNEL
NATURAL SURFACE LEVEL

FIRE HYDRANT

TELSTRA PIT

ELECTRICAL PILLAR

EXISTING KERBING

REINFORCED CONCRETE END WALL
STOP VALVE

WATER METER

EXISTING GROUND LEVEL
—_ vv

 

 

   
 

SITE PREPARATION, EARTHWORKS & COMPACTION

 

SITE PREPARATION, EARTHWORKS, TEMPORARY BATTERS
& COMPACTION TO BE IN ACCORDANCE WITH THE
SPECIFICATIONS AND REQUIREMENTS OF OF PACIFIC

   

PILE DESIGN BY OTHERS

  

      

    
 

 

 

(OCD CONCRETE PILED RETAINING WALL

 

GEOTECH REPORT ON GEOTECHNICAL INVESTIGATION
(PROJECT PG-9236) DATED NOVEMBER 2022,

 

(7 SECTION

CONSTRUCTION NOTES

GENERAL:

1. DO NOT SCALE FROM THIS DRAWING.

2. ALL DIMENSIONS IN MILLIMETRES

3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE
ARCHITECTURAL DRAWINGS.

4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE
ENGINEER IMMEDIATELY.

5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING
SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL
ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH
THE ATTACHED CRITICAL DEPTH LINE DIAGRAM.

FILLING NOTES

—THE SITE IS TO BE SCRAPED CLEAR OF ALL ORGANIC
MATERIAL AND DEBRIS.

—THE SUBGRADE IS TO BE ROLLED WITH A VIBRATING STEEL
DRUM ROLLER TO ACHIEVE A MINIMUM RELATIVE FIELD
DENSITY OF 98%. THE COMPACTION IS TO BE SUFFICIENT TO
ACHIEVE A BLOW COUNT OF 7 BLOWS PER 300mm WITH AN
APPROVED PERTH SAND PENETROMETER FOR A DEPTH OF
1.0m BELOW EXCAVATED LEVEL. COPIES OF COMPACTION TEST
RESULTS SHALL BE PRESENTED TO SCG CONSULTING
ENGINEERS FOR APPROVAL.

—UNLESS NOTED OTHERWISE A MINIMUM BEARING CAPACITY
OF 100kPa SHOULD BE ACHIEVED WITHIN COMPACTED FILLING.
COMPACTION & BEARING CAPACITY TEST RESULTS MUST BE
PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL
PRIOR TO WORKS PROCEEDING.

—THE FILL MATERIAL CLEAN GRANULAR MATERIAL (I.E. SAND
TO A CLAYEY SAND IN ACCORDANCE WITH AS1726) BE FREE
OF ANY ORGANIC MATERIAL AND HAVE A CLAY CONTENT OF
LESS THAN 12% (PLASTICITY INDEX LESS THAN 25%, LINEAR
SHRINKAGE OF 15%). THE PROPOSED MATERIAL IS TO BE
INSPECTED BY SCG CONSULTING ENGINEERS PRIOR TO ITS
REMOVAL TO ENSURE ITS COMPATIBILITY.

—THE FILL IS TO BE PLACED AND COMPACTED IN
ACCORDANCE WITH AS3798-1996 TO A LEVEL SUFFICIENT TO
ACHIEVE A LEVEL 2 CERTIFICATION WITH A MINIMUM RELATIVE
FIELD DENSITY OF 98%. COPIES OF COMPACTION TEST
RESULTS SHALL BE PRESENTED TO SCG CONSULTING
ENGINEERS FOR APPROVAL.

FILLING AND COMPACTING ADJACENT EXISTING STRUCTURES
IS TO BE IN STRICT ACCORDANCE WITH THE ASSOCIATED
DETAILS AND SPECIFICATIONS.

—AREAS WHERE EXISTING STRUCTURES OR TREES ARE
REMOVED SHALL BE BACKFILLED WITH THE APPROVED FILL
MATERIAL COMPACTED IN ACCORDANCE WITH AS2870-1996 TO
ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 987.

—ANY LOOSE OR SOFT MATERIAL UNCOVERED IN THE SITE
PREPARATION SHALL BE REMOVED AND REPLACED WITH THE
APPROVED FILL MATERIAL COMPACTED IN ACCORDANCE WITH
AS2870-1996 TO ACHIEVE A MINIMUM RELATIVE FIELD
DENSITY OF 98%.

—SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE
ISTALLED PRIOR TO CONSTRUCTION COMMENCING.

 

NOOSA COUNCIL
APPROVED PLAN
MCU22/0196 & OPW22/0295

 

 

 

 

 

 

 

 

10 OCTOBER 2023
B COUNCIL RFI 06.09.23
A COUNCIL RFI 27.02.23
Revision | Description Date

 

Iss

* FOR APPROVAL

 

DO NOT SCALE FROM THIS DRAWING

The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.

 

Unit 1/11 Project Ave,
Noosa Heads

Ph (07) 5455 5604
email:[email protected]

web:www.scg-engineers.com
ABN 40 098 481 899

C) S06

DEBUILD T/A

 

Title:

EARTHWORKS PLAN

 

Project

150-132 Gympie Tce,
Noosaville

 

 

 

Date: Sept WD) Drawn Design 1H
Checked: Drg No. Re
15400 @ AS | Fearn |) [O2229 —OW3.1) B