Approved Plan - MCU22 0196.01 & OPW22 0295.01 (As Published) · MCU22/0196.01

 

DRAWING SIZE — At

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
   

 

 

 

 

 

 

 

 

 

 

Ba BASEMENT WALLS TO STRUCTURAL FINAL BASEMENT SLAB THICKNESS 10
z | ENGINEERS DETAIL BE DETAILED BY STRUCTURAL KE CONSTRUCTION NOTES
yo | ENGINEER =— Soe
HEIGHT DATUM Bs GENERAL:
zs I :

LOT 2 & 3 ON MCH3881 ee | EX. SWPT EXISTING STORMWATER PIT 1. DO NOT SCALE FROM THIS DRAWING.

aie! EX. SMH EXISTING SEWER MANHOLE 2. ALL DIMENSIONS IN MILLIMETRES

Level Datum AHD ale PAVEMENT AS

evel Vatum /I{ |= ? DETAILED ON DRG EX. SCP EXISTING SEWER CONNECTION POINT 3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE

Level Origin PM 105735, RL 4.577 1 RAFT SLAB TO Ow4.1 E.0.B. EXISTING EDGE OF BITUMEN ARCHITECTURAL DRAWINGS.

Gympie Tce, Noosaville I STRUCTURAL , K&C EXISTING KERB & CHANNEL 4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE

tI ENGINEERS DETAIL. NS.L. NATURAL SURFACE LEVEL ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE

Survey information provided by i! 5 FH. FIRE HYDRANT ENGINEER IMMEDIATELY.

Max Watterson & Associates i! ES FPL AS 10 T.P TELSTRA PIT 5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING
r2 6 —— = E.P. ELECTRICAL PILLAR SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL
| = FPL AS NOMINATED. o KERB EXISTING KERBING ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH
| - NOMINATED. S RCEW REINFORCED CONCRETE END WALL THE ATTACHED CRITICAL DEPTH LINE DIAGRAM.

— SS SS Sess i SV STOP VALVE
fF py —* fot WM WATER METER
Oe CLL 0 LLL 0 LLL Oe OLE. tg hy Oe Oe, peo COLL Oo COLL %g Oe FILLING NOTES
7 7 7 7 Z Z Z Z —THE SITE IS TO BE SCRAPED CLEAR OF ALL ORGANIC
MATERIAL AND DEBRIS.
eR NS TANKING WATERPROOF BLANKET WITH —THE SUBGRADE IS TO BE ROLLED WITH A VIBRATING STEEL
PRIMER & PROTECTIVE COATING INSTALLED DRIVEWAY /CARPARK PAVEMENT DRUM ROLLER TO ACHIEVE A MINIMUM RELATIVE FIELD
BY SPECIALIST CONTRACTOR 10
A DENSITY OF 98% THE COMPACTION IS TO BE SUFFICIENT TO
SITE. DEWATERING TEMPORARY CFA PILED RETAINING WALLS MANUFACTURERS’ SPECIFICATIONS & ACHIEVE A BLOW COUNT OF 7 BLOWS PER 300mm WITH AN
— THE SITE IS TO BE CONSTANTLY DE-WATERED UNTIL THE GROUND — CFA PILED RETAINING WALL DESIGN AND INSTALLATION CERTIFICATION.
[EVEL SUSPENDED SEARS POURED BY A SPECIALIST CONTRACTOR APPROVED PERTH SAND PENETROMETER FOR A DEPTH OF
— THE DESIGN AND INSTALLATION OF THE DEWATERING SYSTEM IS TO — DRIVING OF PILE WALLS NOT PERMITTED FINISHED LEVELS DIAGRAM RESULTS SHALL ae PRESANTED To SCG CONSULTING
BE BY A SPECIALIST CONTRACTOR. — INSTALLATION OF GROUND ANCHORS INTO NEIGHBORING FINISHED LEVELS DIAGRAM TYPICAL SECTION ENGINEERS FOR APPRO
APPROX GROUND WATER TABLE OF 1.0m BELOW EXISTING GROUND PROPERTIES NOT PERMITTED WITHOUT OWNERS CONSENT NGI APPROVAL.
LEVEL. SEASONAL & TIDAL VARIATIONS. NOT CONSIDERED — ADDITIONAL MEASURES SUCH AS GROUTING THE JOINTS TYPICAL SECTION UNLESS NOTED OTHERWISE A MINIMUM BEARING CAPACITY
—GIVEN THE CLOSE PROXIMITY 10 THE NOOSA RIVER, GROUNDWATER IS RECOMMENDED TO REDUCE GROUNDWATER INFLOWS. OF 100kPa SHOULD BE ACHIEVED WITHIN COMPACTED FILLING.
LEVELS WILL VARY WITH TIDAL INFLUENCE AND PREVAILING WEATHER — PROVIDE GROUND MONITORING/VIBRATION CONTROL _ . COMPACTION & BEARING CAPACITY TEST RESULTS MUST BE
CONDITIONS. DURING INSTALLATION. lp PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL
EXTRACTED GROUNDWATER IS TO BE TREATED IN ACCORDANCE WITH — ESTABLISH SURVEY MONITORING POINTS ALONG PILED ———- ; PRIOR TO WORKS PROCEEDING.
Le pear (NA FUTURE DEWATERING MANAGEMENT WALL TO MONITOR WALL ALIGNMENT/ GROUND MOVEMENT +kp —- — CH APL AIN p ARK . / —THE FILL MATERIAL CLEAN GRANULAR MATERIAL (LE. SAND
— TREATED EXTRACTED GROUNDWATER IS TO BE DIRECTED TO COUNCIL po /. ~ av So TO A CLAYEY SAND IN ACCORDANCE WITH AS1726) BE FREE
STORMWATER, FINAL OUTLET LOCATION TO BE APPROVED BY NOOSA es “ * 7 OF ANY Ik ( MATERIAL AND HAVE A CLAY CONTENT OF
COUNCIL. * & LESS THAN 12% (PLASTICITY INDEX LESS THAN 25%, LINEAR
ESTABLISH SURVEY MOITORING POINTS ALONG PILE WALL eB ,
— PUMPING MUST NOT CAUSE NUISANCE FOR NIEGHBOURS. ENCLOSING CAPPING BEAM TO MONITOR WALL ALIGNMENT/GROUND 4G SHRINKAGE OF 15%). THE PROPOSED MATERIAL IS TO BE
WITHIN A SOUND PROOF ENCLOSURE MUST BE CONSIDERED / EX. SMH
MOVEMENT, PILING CONTRACTORS ENGINEER TO BE ADVISED OF . INSPECTED BY SCG CONSULTING ENGINEERS PRIOR TO ITS
ANY OBSERVED MOVEMENT REMOVAL TO ENSURE ITS COMPATIBILITY.
—THE FILL IS TO BE PLACED AND COMPACTED IN

 

 

 

 

 

 

 

 

   

   

EXISTING STRUCTURE /DWELLING
INCLUDING NEIGHBOURING
ALLOTMENTS

 

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

 

 

 

 

 

 
 
 
  
 
  
  

TOP :
BTM :

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

      
  

 

 

   
    

   

 

—

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

 

   
 

 

 

 

 

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.

|
Ground / WALL WATERPROOFING. | TO CONFIRM EXTENT REQUIRED TO SATISFY CRITICAL DEPTH ORE AROTOn HAS BE REED eRe ae WITH SHE
pad Tevel TYPICAL | LINE PROTECTION OF NEIGHBOURING STRUCTURES.
lop, UNSTABLE | THis FOOTING WIHOUT i rs I REFER DETAIL APPROVED FILL MATERIAL COMPACTED IN ACCORDANCE WITH
ey A 4 PIERS IS FOUNDED Ne + " AS2870-1996 TO ACHIEVE A MINIMUM RELATIVE FIELD
THIS FOOTING IS FOUNDED Re | ABOVE CRITICAL DEPTH | RESIDENTIA L DENSITY OF 98%
PAE AND IS eA SUBE G2 | LINE AND IS UNSTABLE. | -SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE
, x DE VELOPMEN T ISTALLED PRIOR TO CONSTRUCTION COMMENCING.
| we oF PROPOSED __ tL ‘ Jt LENIN EE ESTABLISH SURVEY MOITORING POINTS ALONG PILE WALL
1 _— | : — a
PIERS OR UNDERPINNING FOUNDED |} EXCAVATION OR OTHER | a FFL: 0. 500 aaa Bi . NOVEMENT, PING CONTRACTORS ENGREER 10 BE ADMSED OF
BELOW THE CRITICAL DEPTH LINE 1 TRENCH. a . | @ | ANY OBSERVED MOVEMENT
WOULD BE NEEDED 10 SUPPORT \ | FPL: —0./00 | BS
ANY FOOTING THAT IS FOUNDED \ i _ | Rt
ABOVE THE CRITICAL DEPTH LINE. Horizontal _30 Degfec\f___ 10p i N\ | Dy TOP : 2.10
\ | fy HY 0.600 ) 22
CRITICAL DEPTH LINE we BTM & 9 | 3 L BTM : 1.55
———EEr vere THIS DETAIL ALSO APPLIES TO EXISTING = | a 2° | H = 0.55m
FOUNDATIONS ON NEIGHBOURING | | Nt
PROPERTIES. SHEET PILING MUST BE : N
INSTALLED WHERE EXISTING FOOTINGS WILL | = 4 DASHED LINE INDICATES TOP : 2.50
BE FOUNDED ABOVE ANY EXCAVATION TOP | a . X° PROPOSED BUILDING ~~ 7] BIM : 1.50
CRITICAL DEPTH LINE BIM : | < FOOTPRINT H = 1.00m

LEGEND

 

 

 

--~~ INDICATES PROPOSED SURFACE

  

 

    

 

 

   
     
 
 
    

 

 

 

o-
6 CONTOURS AND LEVELS TO AHD. TOP | PILES TO BE BACKFILLED ia |
4480 EXISTING SURFACE SPOT LEVELS. BN CONSTRUCTION. JCM
(0.750 ) ( ) bo KA AA KAA KH oY x 0.662) TOP : 2.30
=0.750.) INDICATES DEPTH OF CUT (NEGATIVE) OR 01050) | | - cae | BTW 150
JD FILL (POSITIVE) AS NOTED 43 DRIVEWAY (0.288) 5 a CDi y jH = 0.80m
¢ REFER Drg. OW4.1 & ee poo * ‘i { |
. ; OW4.2 FOR DETAILS. 4 iL a! NOOSA COUNCIL
INDICATES AREA OF CUT DASHED LINE INDICATES APPROX. ON SITE
| STOCKPILE & TREATMENT AREA FOR ACID APPROVED PLAN
| SULPHATE SOILS (ASS). ENSURE SURFACE MCU22/0196.01 & OPW22/0295.01

 

 

INDICATES AREA OF FILL

 

 

 

GRADES PROMOTE FALL INTO BASEMENT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

    

   
      
   

 

  

   
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

EXCAVATIONS, TYPICAL. FINAL LOCATION 17 OCT 2025
INDICATES POSITION OF TEMPORARY CONTRACTOR ND BY PRINGPLE
ZED RETENTION SHORING, DESIGN AND ,
INSTALLATION BY SPECIALIST CONTRACTOR SS TD RC PILES, DESIGN
BY OTHERS
EXISTING GROUND LEVEL
———— E ——— INDICATES OVERHEAD ELECTRICITY go INE MARKING ye
SUPPLY LINE | \ B COUNCIL RFI 06.09.23
— A COUNCIL RFI 27.02.23
INDICATES EXISTING SEWER LINE nnn rrr GYMPIE TERRACE ~ Revision | Description Date
Issue:
w—— INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT FOR APPROVAL
LOCATION PRIOR TO WORKS 2
= DO NOT SCALE FROM THIS DRAWING
—— T ——_ NIGNMENT vavneR 1G CORR EXACT EXCAVATION DEPTH Fo The design and associated details contained on this and associated
, drawit ‘ight and t to bi d duced without
LOCATION PRIOR TO WORKS SITE PLAN — EARTHWORKS & PILING PLAN IPI : B the wikten permission of SCS Consling Engineers.
Scale 1: 200 THIN EU wl
SVEN ANE, ty .
— sw/ex INDICATES STORMWATER DRAIN EXISTING ae Go. |= aA Nowoe Mendis
T= IT] < Ph (07) 5455 5604
4 e email:[email protected]
RW INDICATES POSITION OF RETAINING WALL {IF | EWE 5 es webswinw.scg-engineers.com
_ _ TO STRUCTURAL ENGINERS DETAIL. pea g
=F Title:
PRIOR TO COMMENCING WORKS, ALL SERVICES SHOWN ON THIS PLAN INDICATIVE NOTE: SITE PREPARATION, EARTHWORKS & COMPACTION Hel
BUILDER TO MAINTAIN STABILITY : SITE PREPARATION, EARTHWORKS & COMPACTION ll
OF ALL NEIGHBOURING STRUCTURES, UNDERTAKE DILAPIDATION REPORTS OF ONLY CONTRACTOR TO LOCATE ALL SERVICES = __| EARTHWORKS PLAN
CUT/FILL LEVELS SHOWN REPRESENT THE FINISHED PAD SITE PREPARATION, EARTHWORKS, TEMPORARY BATTERS =
REFER CRITICAL DEPTH LINE DETAIL ALL NEIGHBORING DWELLINGS /STRUCTURES PRIOR TO COMMENCING WORKS ON SITE. ALL , } im
ON THIS SHEET SERVICES ARE 10 BE PROTECTED IN LEVEL (FPL) TO THE UNDERSIDE OF THE GROUND BEARING & COMPACTION TO BE IN ACCORDANCE WITH THE
. . SPECIFICATIONS AND REQUIREMENTS OF OF PACIFIC x» CONCRETE PILED RETAINING WALL
www.dialbeforeyoudig.com.au ACCORDANCE WITH THE AUTHORITY SLABS AND PAVEMENTS AND INCLUDES THE CRUSHER GEOTECH REPORT ON GEOTECHNICAL INVESTIGATION Project
CONTRACTOR TO REPAIR ADJACENT THE RESPONSIBLE FOR THE SERVICE DUST OR ROAD BASE LAYERS TO BE PROVIDED UNDER THE | | (pro.ect pc-9236) DATED NOVEMBER 2022, \_/ SECTION rojec
cr CONSTRUCTION SITE KERB, FOOTPATH OR SLABS. ADDITIONAL LANDSCAPING FILL NOT INCLUDED. 130-132 Gympie Tce,
~~ DI AL1100 ROAD RESERVE IF ANY DAMAGE IS SUSTAINED N il
i DURING CONSTRUCTION. GRASSED AREAS ARE SITE_ GEOTECHNICAL DILAPIDATION REPORT. OOSAVINe
BEFORE YOU DIG TO BE RE TOP SOILED AND TURFED. INFORMATION/ RECOMMENDATIONS PRESENTED IN PRIOR TO ANY CONSTRUCTION Date: Draw Design
PACIFIC GEOTECH REPORT ON GEOTECHNICAL UNDERTAKE DILAPIDATION REPORT OF ALL * Sept 22 TH TH
INVESTIGATION (PROJECT PG-9236) DATED NOV NEIGHBORING DWELLINGS / STRUCTURES.
2022, : 0 2 4 6 8 10,34:900 @ Al ° Checked: Drg No. Re
a ———- —— =| RPEQ 5835
1.400 @ AS 2S Richardson 52225 -OW3.1 B

 

 

 

 

 

Document Set ID: 22623777
Version: 1, Version Date: 17/10/2023