SCG 33157 - CD Issue 4 - 20.05.2024

 

DRAWING SIZE — At

HEIGHT DATUM

LOT 145 ON N 21859
Level Datum AHD Y

Level Origin PSM69515, RL 1.97m

Survey information provided by
Steve Cooper & Associates Pty Ltd

 

 

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

 

 

 

 

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

RC CAPPING BEAM
FULL LGTH OF WALL

RC CONTIG PILES,

DESIGN BY OTHERS | EXISTING GROUND LEVEL
—_ VY

V/s
Lei
oo
EN EIlF

ELI
lille
EXCAVATION DEPTH i — Te
THEW EI

    

   

  
    

    

 

  

PILE DESIGN BY OTHERS

 

 

 

(>
YQ)

ONCRETE PILED RETAINING WALL
ECTION

N|D

 

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

 

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

—PRELIMINARY SOIL TESTING INDICATE THE WATER TABLE TO BE
APPROX. 1.5-2.0m BELOW EXISTING GROUND LEVEL. SEASONAL
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
THE RECOMMENDATIONS BY ADG DEWATERING MANAGEMENT PLAN
REPORT NO. ADG1304.21 DATED OCTOBER 2021 & DOUGLAS PARTNERS
GEOTECHNICAL INVESTIGATION REPORT NO. 206126.00 - R.001 DATED
Ist AUGUST 2021. (COPIES AVAILABLE UPON REQUEST.)

— TREATED EXTRACTED GROUNDWATER IS TO BE DIRECTED TO THE
THE NOOSA RIVER DISCHARGED UNDERNEATH THE EXISTING JETTY.
SEEK COUNCIL APPROVAL PRIOR TO INSTALLATION.

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

 

 

 

NOTE:

ADDITIONAL SOIL TESTING IS
REQUIRED FOLLOWING DEMOLITION OF
THE EXISTING STRUCTURE PRIOR TO

ANY NEW WORKS COMMENCING.

 

 

LEGEND

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

18.077

400 EXISTING SURFACE SPOT LEVELS.

INDICATES DEPTH OF CUT (NEGATIVE) OR
FILL (POSITIVE) AS NOTED

 

 

 

 

INDICATES AREA OF CUT

 

 

INDICATES AREA OF FILL

 

 

 

INDICATES POSITION OF TEMPORARY PILED SITE

V.07020) RETENTION WALL, DESIGN AND INSTALLATION BY
SPECIALIST CONTRACTOR
——_——_ 5 ——__ INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES EXISTING SEWER LINE
— w——_. INDICATES WATER MAIN APPROX

ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

T INDICATES TELSTRA LINE APPROX

ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

INDICATES STORMWATER DRAIN EXISTING
AS NOTED

INDICATES POSITION OF RETAINING WALL

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

SET TOP OF PILES DOWN TO ALLOW
CONSTRUCTION OF DRIVEWAY AND
LANDSCAPING STRUCTURES.

 

TO STRUCTURAL ENGINERS DETAIL.

 

 

www.dialbeforeyoudig.com.au

SAY DIAL 1100

yy BEFORE YOU DIG

 

  

 

 

 

 

 

 

 

 

 

Elevations Table
Number | Minimum Elevation | Maximum Elevation | Color
1 —4.000 —4.000= |
2 —3.000 —3.000=
3 —2.000 —2.000= | |
4 —1.000 —1.000=

 

 

 

 

 

   

 

 

 

 

 

 

 

 

   

  
 
 

 

 

 

 

KEY

EX. SWPT EXISTING STORMWATER PIT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CONSTRUCTION NOTES
GENERAL:
1. DO NOT SCALE FROM THIS DRAWING.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

RC. HW, REINFORCED CONCRETE HEADWALL ==> alt DIMENSIONS IN MILLIMETRES
EX. SMH EXISTING SEWER MANHOLE 3, SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE
EX. SCP EXISTING SEWER CONNECTION POINT ARCHITECTURAL DRAWINGS,
E.0.B. EXISTING EDGE OF BITUMEN 4, ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
K & C EXISTING KERB & CHANNEL ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE
N.S.L. NATURAL SURFACE LEVEL ENGINEER IMMEDIATELY.
Re FH. FIRE HYDRANT 5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING
Don TP TELSTRA PIT SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL
ya ~s EP. ELECTRICAL PILLER ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH
7 ~ KERB EXISTING KERBING THE ATTACHED CRITICAL DEPTH LINE DIAGRAM.
/ PP EXISTING POWER POLE
7 0 50 / FILLING NOTES:
ae / . —THE SITE IS TO BE SCRAPED CLEAR OF ALL ORGANIC
CONSTRUCTION OF POOL SHELL AND aay MATERIAL AND DEBRS
7 / — THE SUBGRADE IS TO BE ROLLED WITH A VIBRATING STEEL
a A 59 LANDSCAPING STRUCTURES. ‘50 236°19" / 0.7 5 DRUM ROLLER TO ACHIEVE A MINIMUM RELATIVE FIELD DENSITY
BASIN _._ 230°48" ane 709 PRESENTED TO SCC CONSULTNG ENGNEERS FOR APPROVAL
 REVETMENT Wa 7 .
LL TO REMAIN '§. 234. - , — ANY FILL MATERIAL 70 BE CLEAN GRANULAR MATERIAL (I.E.
. © a 7, 2 SAND TO A CLAYEY SAND IN ACCORDANCE WITH AS1726 OR
EXISTING REVETMENT WALL TO REMAIN = SSS MATERIAL BORROWED FROM SITE AND IS TO BE FREE OF ANY
SELES YUKEKEEY ‘2 ORGANIC MATERIAL AND HAVE A CLAY CONTENT OF LESS THAN
SS (9051 12% (PLASTICITY INDEX LESS THAN 25%, LINEAR SHRINKAGE OF
CY a > 15%). THE PROPOSED MATERIAL IS TO BE INSPECTED BY SCG
SS Sn nen ee Os CONSULTING ENGINEERS PRIOR 70 ITS REMOVAL TO ENSURE ITS
| oS > COMPATIBILITY.
Cm ‘S oo - THE FILL IS TO BE PLACED AND COMPACTED IN
ey SSE. ACCORDANCE WITH AS3798-1996 TO A LEVEL SUFFICIENT TO
SY | \ Ss ACHIEVE A LEVEL 2 CERTIFICATION WITH A MINIMUM RELATIVE
Q | 3150 FIELD DENSITY OF 100% UNDER PAVEMENTS & 98% UNDER
eo DASHED LINE INDICATES 7 ay BUILDING. COPIES OF COMPACTION TEST RESULTS SHALL BE
SY PROPOSED BUILDING yf PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL.
KX FOOTPRINT AT yf fy — FILLING AND COMPACTING ADJACENT EXISTING STRUCTURES
a C) | BASEMENT LEVEL / AYy IS TO BE IN STRICT ACCORDANCE WITH THE ASSOCIATED
S | ESIDENTIAL / (Ay DETAILS AND SPECIFICATIONS.
i yf (Ny — AREAS WHERE EXISTING STRUCTURES OR TREES ARE
C) MENT / dy . REMOVED SHALL BE BACKFILLED WITH THE APPROVED FILL
Mx y C) EXTENT OF PILING 10 BE DETERMINED IN 7
eo y Ay % ACCORDANCE WITH CRITICAL DEPTH LINE MATERIAL COMPACTED IN ACCORDANCE WITH AS2870-1996 10
Oo
- > ened iJ LOWER BASEMENT LEVEL y Ay © © PROTECTION OF NEIGHBOURING STRUCTURES x TT RA UNONERED A sr
¢@¢ A {TU 4 LL 7 7
NS S287 FPL: 0.550 Qe FFL:—0.900 yy Cy &o PREPARATION SHALL BE REMOVED AND REPLACED WITH THE
RK : Ss Ue SS. FPL: —0.900 y Pw ae) APPROVED FILL MATERIAL COMPACTED IN ACCORDANCE WITH
oe C aN yi 4p AS2870-1996 TO ACHIEVE A MINIMUM RELATIVE FIELD
—N SS N 7 27277 YY / Ay DENSITY OF 98%.
SY iy / py — SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE
e- | x | % WP | / py ISTALLED PRIOR TO CONSTRUCTION COMMENCING.
LL 1 Cho0mn| MIN. | Ht / Ay)
i. exw,
| y
SJ 7
| S INDICATES TEMPORARY CFA CONCRETE RETENTION PILING OR
SY SIMILAR, DESIGN AND INSTALLATION BY OTHERS. MINIMUM
I ( VIBRATION TECHNIQUES TO BE USED FOR INSTALLATION,
S VIBRATION CONTROL AND MANAGEMENT BY PILING
| | & CONTRACTOR. BUILDER TO CONFIRM EXTENT REQUIRED 10
I-@ SATISFY CRITICAL DEPTH LINE PROTECTION OF NEIGHBOURING
| ‘SS STRUCTURES.
| id REFER DETAIL.
|
ae 6 oe BASEMENT WALLS TO STRUCTURAL FINAL BASEMENT SLAB THICKNESS TO
| | Sp /- | ENGINEERS DETAIL BE DETAILED BY STRUCTURAL
| Sy 7 zo ENGINEER
| LAS =IS
KYB GNC ZB OB DLEEE IEE ED, ale
| } — / s =
| pa. _/ é RAFT SLAB TO
LH | ®, / + | STRUCTURAL
<5 j/ ra PAVEMENT AS i ENGINEERS DETAIL.
—_ a DETAILED ON DRG I .
- L — DRIVEWAY T Nn owa.1 | | es
| REFER Drg. OW4.1 & | rz 5E|
| OW4.2 FOR DETAILS. ! 9S "2 | FPL AS
a
FPL AS ig | NOMINATED.
NOMINATED. = ——aeeeeeeeeee: —! pao wreeseenaa==
8 re CLS wh MA Cf “ 7 CLS 7 CLS.
~ 4/7 CLLLL OLS L OLLLL CLLLS CLL pe 7 OLLL COLL LL
7 6° 52' OS } Z Z Z Z Z 7 7 7
3.053 / 75 BLINDING TANKING WATERPROOF BLANKET WITH
LAYER PRIMER & PROTECTIVE COATING INSTALLED SUBGRADE PREPARATIONS
yo BY SPECIALIST CONTRACTOR TO TO BE IN ACCORDANCE WITH
/ MANUFACTURERS’ SPECIFICATIONS & PACIFIC GEOTECH’S
CERTIFICATION. RECOMMENDATION
roam DRIVEWAY /CARPARK PAVEMENT ECOMMENDATIONS
FINISHED LEVELS DIAGRAM FINISHED LEVELS DIAGRAM
TYPICAL SECTION TYPICAL SECTION
EXISTING STRUCTURE /DWELLING B AMENDMENTS TO PLANS 20.05.24
FORT ORNS - A a BUILDING ee
evision escription ate
THE BUILDER/CONTRACTOR Issue:
SITE_GEOTECHNICAL REARS CENTS PRIOR TO FOR APPROVAL
INFORMATION/ RECOMMENDATIONS PRESENTED IN COMMENCING WORKS.
DOUGLAS PARTNERS REPORT ON GEOTECHNICAL
INVESTIGATION (PROJECT 206126.00) DATED AUG DO NOT SCALE FROM THIS DRAWING
2021. pad level drove’ xe cong and re nol toe used or rprodsed wut
By a ~—~_] THIS FOOTING WITHOUT the written permission of SCG Consulting Engineers.
Cy
THIS FOOTING IS FOUNDED | on, ABC CRUNCH. DEPTH ; ;
SITE PLAN — EARTHWORKS & TEMPORARY RETENTION PLAN Hovomacoom | NL ABOVE CITA, DPT - Ui 111 jest ve
Scale 1: 100 SITE PREPARATION, EARTHWORKS & COMPACTION LINE AND IS STABLE. STABLE No ) SCG
. ae \ < Ph (07) 5455 5604
SITE PREPARATION, EARTHWORKS, TEMPORARY BATTERS LINE OF PROPOSED 3 es eo eer con
& COMPACTION TO BE IN ACCORDANCE WITH THE PIERS OR UNDERPINNING FOUNDED —"— EXCAVATION OR OTHER & ABN 40 098 481 899

BUILDER TO MAINTAIN STABILITY

OF ALL NEIGHBOURING STRUCTURES,
REFER CRITICAL DEPTH LINE DETAIL
ON THIS SHEET

 

DILAPIDATION REPORT:
PRIOR TO ANY CONSTRUCTION
UNDERTAKE DILAPIDATION REPORT OF ALL

NEIGHBORING DWELLINGS/ STRUCTURES.

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.

 

SPECIFICATIONS AND REQUIREMENTS OF OF DOUGLAS
PARTNERS REPORT ON GEOTECHNICAL INVESTIGATION

BELOW THE CRITICAL DEPTH LINE
WOULD BE NEEDED 10 SUPPORT

 

 

 

TRENCH.

(PROJECT 206126.00) DATED AUG 2021.

 

ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL
SERVICES ARE TO BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY
RESPONSIBLE FOR THE SERVICE

 

 

 

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.

 

 

 

ANY FOOTING THAT IS FOUNDED
ABOVE THE CRITICAL DEPTH LINE.

Horizontal

CRITICAL DEPTH LINE

      

 

30 Degrees’
—
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

 

Title:

EARTHWORKS &
PILING PLAN

 

Project

LOT 145, 38 MOSSMAN CRT
NOOSA HEADS

 

 

 

Date: Nov 2023 Drawn TH Design 1H
. Checked: Drg No. Re
| Sieve |! |33157—-OW3.1) B.