Engineering · 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.

Horizontal 30 De

CRITICAL DEPTH LINE

LEGEND

     

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.

|

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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

_---77 INDICATES PROPOSED SURFACE

48.077

+180

/D

FILL (POSITIVE) AS NOTED

 

INDICATES AREA OF CUT

 

 

INDICATES AREA OF FILL

 

 

 

CONTOURS AND LEVELS TO AHD.

EXISTING SURFACE SPOT LEVELS.

INDICATES DEPTH OF CUT (NEGATIVE) OR

INDICATES POSITION OF TEMPORARY

SPECIALIST CONTRACTOR

SHORING, DESIGN AND INSTALLATION BY

— E — INDICATES OVERHEAD ELECTRICITY

SUPPLY LINE

INDICATES EXISTING SEWER LINE

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

LOCATION PRIOR TO WORKS

7 ——___ INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT

LOCATION PRIOR TO WORKS

AS NOTED

INDICATES STORMWATER DRAIN 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

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

EX. SWPT EXISTING STORMWATER PIT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

6 4——- BASEMENT WALLS TO STRUCTURAL FINAL BASEMENT SLAB THICKNESS TO
z | ENGINEERS DETAIL BE DETAILED BY STRUCTURAL KE
go ENGINEER
se |
al
Be | PAVEMENT AS EX. SMA
Ss EX. SCP
= ? RAFT SLAB TO DETAILED ON DRG FOR
I STRUCTURAL ows. K&C
M1 ENGINEERS DETAIL. NSL.
| 5 FH
ly ay Oy
2 TP
- y Be FPL AS a EP.
= FPL AS NOMINATED. S KERB
| “ a NOMINATED. S RCEW
7/7 S.V
- Vy CLL YY 7 i W.M
4
CL 7
eR NS TANKING WATERPROOF BLANKET WITH
PRIMER & PROTECTIVE COATING INSTALLED
BY SPECIALIST CONTRACTOR TO DRIVEWAY / CARPARK PAVEMENT
MANUFACTURERS’ SPECIFICATIONS &
CERTIFICATION.
( a LEVELS DIAGRAM
FINISHED LEVELS DIAGRAM TYPICAL SECTION
TYPICAL SECTION
——— — “Up
+lp —_—_ : .
CHAPLAIN PARK -
———— * xa /. , . av :
, ——— */
e \-—J— 1
a fT ee  -0.765
a 0.700
48 POOL a ee
EXCAVATION 06 ;
TOP : 2.10 Th he | S i _1w Ay EXCAVATION TOP : 2.10
BTM : 1.65 a us [05795 Nf 120.812 =0.828 | BTM : 1.45
= 0.45m ae] -0.900] i +10.646 >To ea H = 0.65m
7! = 3 = D .
0.584 RGR ann ~ 0.670) |
Ie 7 Sl 7 2 —_ Sart (RRR S] a | INDICATES CFA CONCRETE PILING OR SIMILAR, DESIGN AND
ENSURE 600mm MIN. BEHIND \~ —2.218 i |* | * * [2140/1 INSTALLATION BY OTHERS. MINIMUM VIBRATION TECHNIQUES TO
PILING TO ALLOW FOR | | SN I | I BE USED FOR INSTALLATION, VIBRATION CONTROL AND
ACCESS FOR BASEMENT I: | SS I _es Z I [——— MANAGEMENT BY PILING CONTRACTOR. BUILDER TO CONFIRM
WALL WATERPROOFING. | | NI ey a NS | EXTENT REQUIRED 10 SATISFY CRITICAL DEPTH LINE
TYPICAL. 600mm MIN. | N Jo \ | PROTECTION | oF NEIGHBOURING STRUCTURES.
c— | ~ a \ .
: S71 + . |
| ‘S ie a /| BF
| | RESIDENTIAL St !
=2.295 |  DEVELOPWENT N
0511 ———— hy ESTABLISH SURVEY MOITORING POINTS ALONG PILE WALL
rl FFL: —0.300 1 CAPPING BEAM TO MONITOR WALL ALIGNMENT/GROUND
| > el . . MOVEMENT, PILING CONTRACTORS ENGINEER TO BE ADVISED OF
| FPL: —0.700 ANY OBSERVED MOVEMENT
‘ | | i ! | |
TOP : 2.10 | | OK 2.296 ~2.200}! 10.600] | TOP : 2.10
BM : 1.80 | | J > st © | BTM : 1.55
= 0.30m \ | | | al = Ma | / H = 0.55m
| | Ae |
| L—4 |! 4 DASHED LINE INDICATES | TOP : 2.50
TOP : 2.50 [9.999 — 7.300 aaa *° PROPOSED BUILDING | BIM : 1.50
BIM : 1.70 : ! | [Z FOOTPRINT Ke H = 1.00m
= 0.80m i
i aa - Oe
46! 1 _\ Ae
+ ! | + Z| F
oon a | |
, 48
1 a + :
TOP : 2.30 IW Fo 949
BIM : 1.50 1=2ci2| een ——————
H = 0.80m & ]
LES : mt
a! —=~ SI [ DA
* ba 0.764 eS 0.211 DRIVEWAY ;H = 0.80m
OT aah. ? REFER Drg. OW4.1 & :
Ss OW4.2 FOR DETAILS. l
NS 0.209

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
 
 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
 

 

 

 

 

 

 

 

 

 

 

 

 

 

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
A FUTURE GEOTECHNICAL INVESTIGATION REPORT
COMPLETED BY A GEOTECHNICAL ENGINEER.

 

 

 

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.

 

RC PILES, DESIGN
BY OTHERS

©--

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

 

 

   
 

 

   

PILE DESIGN BY OTHERS

  

      

    
 

 

 

(OCD CONCRETE PILED RETAINING WALL

 

(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.

 

 

Revision | Description

 

 

Date

 

“FOR APPROVAL

 

the written permission of SCG Consulting Engineers.

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

 

C) S06

DEBUILD T/A

ABN 40 098 481 899

Unit 1/11 Project Ave,
Noosa Heads

Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com

 

Title:

EARTHWORKS PLAN

 

 

 

 

 

 

Project
150-132 Gympie Tce,
Noosaville
Date: Sept 22 Drawe Design TH
_| Checked: Drg No. Re
1400 @ AS i S Richardson |) | 02220 —OW3.1) .