SCG 32225-CD Issue 2-13.02.2023

 

DRAWING SIZE — At

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
 

 

 

 

 

 

 

 

 

   

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
    
    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Boe BASEMENT WALLS TO STRUCTURAL FINAL BASEMENT SLAB THICKNESS 10
2 ENGINEERS DETAIL BE DETAILED BY STRUCTURAL
we | ENGINEER KE CONSTRUCTION NOTES

HEIGHT DATUM Be | GENERAL:

2 I EX. SWPT EXISTING STORMWATER PIT 1. DO NOT SCALE FROM THIS DRAWING.

LOT 2 & 3 ON MCHS881 Fe | PAVEMENT AS EX. SMH EXISTING SEWER MANHOLE 2. ALL DIMENSIONS IN MILLIMETRES

Level Datum AHD ih =| ? 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

Survey information provided by | / i ENGINEERS DETAL. N.S.L. NATURAL SURFACE LEVEL ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE

i 5 FH. FIRE HYDRANT ENGINEER IMMEDIATELY.

Max Watterson & Associates I Es FPL AS 1g TP TELSTRA PIT 5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING
r2 6 —— = EP. ELECTRICAL PILLAR SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL
| — £/2 L 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.

COLT < < , FILLING NOTES
Zz —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 TO
; 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.
Tait SITE IS 10 BE CONSTANTLY 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 TYPICAL SECTION NGI APPROVAL.
LEVEL. SEASONAL & TIDAL VARIATIONS NOT CONSIDERED — ADDITIONAL MEASURES SUCH AS GROUTING THE JOINTS —UNLESS NOTED OTHERWISE A MINIMUM BEARING CAPACITY
GIVEN THE CLOSE PROXIMITY TO 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 PROCEFDING.
RECOMMENDATIONS PROVIDED IN A FUTURE DEWATERING MANAGEMENT WALL TO MONITOR WALL ALIGNMENT/ GROUND MOVEMENT lp \ -
TO ECO ECG REPORT a y — CHAPLAIN PARK - L THE FILL MATERIAL CLEAN GRANULAR MATERIAL (L.E. SAND
~ TREATED EXTRACTED GROUNDWATER IS 10 BE DIRECTED T0 COUNCIL oo a / Fe ~ an / TO A CLAYEY SAND IN ACCORDANCE WITH ASI726) BE FREE
STORMWATER, FINAL OUTLET LOCATION TO BE APPROVED BY NOOSA a ao . + 90 t OF ANY prea MATERIAL AND HAVE A CLAY CONTENT OF
COUNCIL. J LESS THAN 12% (PLASTICITY INDEX LESS THAN 25%, LINEAR
~ PUMPING MUST NOT CAUSE NUISANCE FOR NIEGHBOURS. ENCLOSING CAPPING Bo eo MOMITGt WAI ALCAN IRON = t= 0.771 SHRINKAGE OF 15%). THE PROPOSED MATERIAL IS TO BE
WITHIN’ SOUND PROOF ENCLOSURE MUST BE CONSIDERED. MOVEMENT, PILING CONTRACTORS ENGINEER 10 BE ADVISED OF — 0.044 E INSPECTED BY SCG CONSULTING ENGINEERS PRIOR TO ITS
ANY OBSERVED MOVEMENT TES A ae 2 -0.756 REMOVAL TO ENSURE ITS COMPATIBILITY.
0.700 ; a SL, —THE FILL IS TO BE PLACED AND COMPACTED IN
HTM ACCORDANCE WITH AS3798-1996 TO A LEVEL SUFFICIENT TO
———— POOL ns ACHIEVE A LEVEL 2 CERTIFICATION WITH A MINIMUM RELATIVE
a” e EXCAVATION FIELD DENSITY OF 98% COPIES OF COMPACTION TEST
TOP : 2.10 at “ | 0.364 ~0:048 TOP : 2.10 RESULTS SHALL BE PRESENTED TO SCG CONSULTING
EXISTING STRUCTURE /DWELLING BTM : 1.65 * — SEanigesss=asaeS | BTM : 1.45 ENGINEERS FOR APPROVAL.
INCLUDING NEIGHBOLRING = 0.45m » 10.269] ~~ A To 646 H = 0.65m FILLING AND COMPACTING ADJACENT EXISTING STRUCTURES
ALLOTMENTS = | : = . | IS TO BE IN STRICT ACCORDANCE WITH THE ASSOCIATED
0.584 LEN 8 1. mn 0.670] | DETAILS AND SPECIFICATIONS.
QE UDR /COTRACTOR ‘Sitsu OU) Tye BR rae | INDICATES OFA CONCRETE PLING OR SIMILAR, DESIGN AND REMOVED SHALL BE GACKFLLED WITH THE APPROVED FL
RELEVANT LEVELS PROR 10 ENSURE 600mm MIN. BEHIND P2218 is 17 | ‘t eer Hen eer MINN OM ERATION TECEMIQUES 10 MATERIAL COMPACTED IN ACCORDANCE WITH AS2870-1996 70
PILING TO ALLOW FOR NN | | | BE USED FOR INSTALLATION, VIBRATION CONTROL AND
COMMENCING WORKS. | | ~ | : ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 98%.
ACCESS FOR BASEMENT I: a I _ I [——— MANAGEMENT BY PILING CONTRACTOR. BUILDER TO CONFIRM
\ Poo Eee \ —ANY LOOSE OR SOFT MATERIAL UNCOVERED IN THE SITE
sours f WALL WATERPROOFING. — Po eee ‘ | EXTENT REQUIRED TO SATISY CRITICAL DEPTH LINE PREPARATION SHALL BE REMOVED AND REPLACED WITH THE
op. UNSTABLE | aus roorwe wrsout TYPICAL. fee oor ‘UL xX ERE DEEN OTBOURING STRUCTURES. APPROVED FILL MATERIAL COMPACTED IN ACCORDANCE. WITH
7 zs oh PIERS IS FOUNDED | DEN + SN | ter | AS2870-1996 TO ACHIEVE A MINIMUM RELATIVE FIELD
THIS FOOTING IS FOUNDED | ABOVE CRITICAL DEPTH | ‘S a | | DENSITY OF 98%.
BELOW CRITCAL DEPTH suse Be Lo | UNE AND IS UNSTABLE. | | RESID, VIAL NI =SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE
“oN =2.295 | DEV LOPWENT ‘I ISTALLED PRIOR TO CONSTRUCTION COMMENCING,
| we of proPosen 0.514 a as as ESTABLISH SURVEY MOITORING POINTS ALONG PILE WALL
PIERS OR UNDERPINNING FOUNDED | excavaTON OR OTHER | — pH FEL: ~ 0. 500 1 By BL VOVENENT LNG CONTRACTORS ENONEER 10 BE ADWSED OF
BELOW THE CRITICAL DEPTH LINE 4 -— :
WOULD BE NEEDED TO SUPPORT ' i FPL: —0.700 ; _LANY_OBSERVED MOVEMENT
ANY FOOTING THAT IS FOUNDED \ | | | NN I | :
ABOVE THE CRITICAL DEPTH LINE. Horizontal 30 Degfees i
otzenie — TOP : 2:10 | ! FC F209 ~2.200}! 0.600] | ToP : 2.10
CRITICAL DEPTH LINE NOTE: BTM : 1.80 i | o> nat ey | | BTM : 1.55
—_eenvwesreemeeeeu THIS DETAIL ALSO APPLIES TO EXISTING = | wa AN A: =
FOUNDATIONS ON NEIGHBOURING 0.50m \ sl v Pa H = 0.55m
PROPERTIES. SHEET PILING MUST BE a
INSTALLED WHERE EXISTING FOOTINGS WILL | L—~ |! af DASHED LINE INDICATES | TOP : 2.50
BE FOUNDED ABOVE ANY EXCAVATION TOP : 2.50 , ~7.300 | a i © PROPOSED BUILDING I BIM : 1.50
CRITICAL DEPTH LINE Bm: 179 _ 0-900 4S pgp LS Za FOOTPRINT Ke | H = 1.00m
= 0.80m | a
o “NBT L | A
1 “A 7
LEGEND * ie, |) i +
i | . /
| a I |
__---7 INDICATES PROPOSED SURFACE re io A
48.07 CONTOURS AND LEVELS TO AHD. Top - 230 at Te —_ A ae La
22. { 45 0 : * /
9 BTM : 1.50 (eee 2.236 = 2153
48: EXISTING SURFACE SPOT LEVELS. 4 = 080m
7 s A: : 7
__|0.964 | SNK : TE TOP : 2.30
INDICATES DEPTH OF CUT (NEGATIVE) OR aT NTO 764 0.2111 | BTM: 1/50
FILL (POSITIVE) AS NOTED # he ° DRE NAY ower & “H = 080m
ASSP. . OW4,
~~ : OW4.2 FOR DETAILS. !
So |=
INDICATES AREA OF CUT sal! Say ees & li DASHED LINE INDICATES APPROX. ON SITE
: _ STOCKPILE & TREATMENT AREA FOR ACID
| SULPHATE SOILS (ASS). ENSURE SURFACE
INDICATES AREA OF FILL GRADES PROMOTE FALL INTO BASEMENT

 

 

 

 

 

 

 

 

 

 

 

 

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

 

INDICATES POSITION OF TEMPORARY

 

 

 

 

 

 

 

 

BEQO SHORING, DESIGN AND INSTALLATION BY =
SPECIALIST CONTRACTOR ( 0 saan Aessse eee : = Reso oad wee ae RC PILES, DESIGN
“| , “| BY OTHERS EXISTING GROUND LEVEL
————  ——— INDICATES OVERHEAD ELECTRICITY gpL----------- -- HNEMARKING | vy
SUPPLY LINE 7 ve \
_ ~ a A COUNCIL RFI 27.02.23
INDICATES EXISTING SEWER LINE — oorornonn as GYMPIE TERRACE a Own Revision | Description Date
w————_ INDICATES WATER MAIN APPROX Iss

* FOR APPROVAL

ALIGNMENT, BUILDER TO CONFIRM EXACT

 

LOCATION PRIOR TO WORKS

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

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.

EXCAVATION DEPTH
V

SITE PLAN — EARTHWORKS & PILING PLAN TIFF

 

   

 

Scale 1: 200 eae (ee
INDICATES STORMWATER DRAIN EXISTING To poe
AS NOTED TT

PILE DESIGN BY OTHERS

    

   
   

email:[email protected]

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

>» Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604

  

INDICATES POSITION OF RETAINING WALL
TO STRUCTURAL ENGINERS DETAIL.

DEBUILD T/A

 
   

 

  

   
 

 

=||F > Title:

L Te EARTHWORKS PLAN
(X CONCRETE PILED RETAINING WALL

 

PRIOR TO COMMENCING WORKS,
UNDERTAKE DILAPIDATION REPORTS OF

ALL NEIGHBORING DWELLINGS/STRUCTURES

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

BUILDER TO MAINTAIN STABILITY SITE PREPARATION, EARTHWORKS & COMPACTION

OF ALL NEIGHBOURING STRUCTURES,

 

 

 

 

CUT/FILL LEVELS SHOWN REPRESENT THE FINISHED PAD
LEVEL (FPL) TO THE UNDERSIDE OF THE GROUND BEARING
SLABS AND PAVEMENTS AND INCLUDES THE CRUSHER

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

REFER CRITICAL DEPTH LINE DETAIL
ON THIS SHEET

 

 

 

 

SERVICES ARE TO BE PROTECTED IN

 

 

ACCORDANCE WITH THE AUTHORITY
RESPONSIBLE FOR THE SERVICE

 

www.dialbeforeyoudig.com.au GEOTECH REPORT ON GEOTECHNICAL INVESTIGATION

(PROJECT PG-9236) DATED NOVEMBER 2022,

 

Ye) SECTION Project
150-132 Gympie Tce,

DUST OR ROAD BASE LAYERS 10 BE PROVIDED UNDER THE
SLABS. ADDITIONAL LANDSCAPING FILL NOT INCLUDED.

 

CONTRACTOR TO REPAIR ADJACENT THE
CONSTRUCTION SITE KERB, FOOTPATH OR

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ROAD RESERVE IF ANY DAMAGE IS SUSTAINED Noosaville
DURING CONSTRUCTION. GRASSED AREAS ARE SITE_GEOTECHNICAL DILAPIDATION REPORT:
BEFORE YOU DIG TO BE RE TOP SOILED AND TURFED. INFORMATION/ RECOMMENDATIONS PRESENTED IN PRIOR TO ANY CONSTRUCTION Dale. Draw Design
PACIFIC GEOTECH REPORT ON GEOTECHNICAL UNDERTAKE DILAPIDATION REPORT OF ALL Sept 22 1H TH
INVESTIGATION (PROJECT PG-9236) DATED NOV NEIGHBORING DWELLINGS/ STRUCTURES. 0 2 4 6 8 10 Checked: Drg No fe
2022, Cnnnnz-—t)__->——*_'m1:200 @ AI 9°:
1400 @ AS |] RREO.SBS SS 132225 —OW3.1| A.