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RFI - Attachment 2 - Engineering Response and Plans · 132003.221108.3
Plans and drawings: the text below has words only, no drawings.
Original PDF page 6, section 1. The text section number identifies this passage in the reader.
Cut/Fill Summary
Name Cut Factor Fill Factor2d Area Cut Fill Net
VOL 1.000 1.000 60.96sq.m 65.07 Cu. M. 22.13 Cu. M. 42.94 Cu. M.<Cut>
Sewer M/H
(From records)
Totals 60.96sq.m 65.07 Cu. M. 22.13 Cu. M. 42.94 Cu. M.<Cut>
10 .7
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(From records) 10
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10 10 10 10 11 11 1
BAYVIEW ROAD 8
11
.6 9
SCG HOLDINGS PTY LTD T/A
12 1
2.
3.
Unit 1/11 Project Ave,
1
48
.2 5 4 1 1 Noosa Heads
.7 .3 6 4 0 4 1
11
4 .9 .7
10 5 .1 .3
11
7 8 Ph (07) 5455 5604
10
3.
10 10
0 1 12
2.
11 11
email:[email protected]
09
1
3
web:www.scg-engineers.com
9
ABN 68 669 675 790
Title:
Project
DILAPIDATION REPORT:
SITE PREPARATION, EARTHWORKS & COMPACTION
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — Al
HEIGHT DATUM
LOT 10 ON RP 91188
Level Datum AHD
Level Origin PM 78210
Bayview Road, Noosa Heads N
Survey information provided
by SONTO
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
RC CAPPING BEAM
FULL LGTH OF WALL
RC CONTIG PILES,
DESIGN BY OTHERS | EXISTING GROUND LEVEL
—_Y
PILE DESIGN BY OTHERS
(OC) CONCRETE PILED RETAINING WALL
\ J SECTION
LEGEND
_---77 INDICATES PROPOSED SURFACE
CONTOURS AND LEVELS TO AHD.
48.077
+\80 EXISTING SURFACE SPOT LEVELS.
INDICATES DEPTH OF CUT (NEGATIVE) OR
FILL (POSITIVE) AS NOTED
FFL
tied
PROPOSED FINISHED FLOOR LEVEL
INDICATES AREA OF CUT
INDICATES AREA OF FILL
Ny. 9035 INDICATES PROPOSED RETAINING WALL
BM oo LEVEL & HEIGHTS
INDICATES LOCATION OF SECTION LINES,
REFER DRG OW2.2 FOR DETAILS
INDICATES POSITION OF TEMPORARY
SHORING, DESIGN AND INSTALLATION BY
SPECIALIST CONTRACTOR
EE INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES EXISTING SEWER LINE
—— w———_ INDICATES WATER MAIN APPROX
Cut/Fill Summary
Name
Cut Factor Fill Factor 2d Area
Cut
Fill
Net
VOL 1
000
1.000
60.96sq.m
65.07 Cu. M.
22.13 Cu. M.
42.94 Cu. M.<Cut>
Totals
— 779m?
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS.
INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
60.96sq.m
65.07 Cu. M.
22.13
147
NPWE89
Cu. M.
42.94 Cu. M.<Cut>—
Yo | \
f |
t
411
YY /
\ | /
4
leg
Se,
%
SLAB AS DETALED 4
IN STRUCTURAL ex.
DOCUMENTS %
FFL AS
4
et ww _ NOMINATED.
) =e
KEY
EX. SWPT EXISTING STORMWATER PIT
EX. SWMH EXISTING STORMWATER MANHOLE
EX. SMH — EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN
K&Cc EXISTING KERB & CHANNEL
NS.L. NATURAL SURFACE LEVEL
F.H. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL PILLAR
KERB EXISTING KERBING
RCEW REINFORCED CONCRETE END WALL
SV STOP VALVE
W.M WATER METER
PAVEMENT AS
DETAILED ON DRG
OW4.1
INDICATES STORMWATER DRAIN EXISTING
AS NOTED
— Sw/ex
INDICATES POSITION OF RETAINING WALL
TO STRUCTURAL ENGINERS DETAIL.
am RV
www.dialbeforeyoudig.com.au
DIAL1100
BEFORE YOU DIG
: ee ama FPL AS a
28, 4/6 LEVELLING-LAYER- NOMINATED. 3
Lx NN oS
@, ASIN \ +
8 J\ \
Neg, lo
) %&, % \
-s I FooTg As” DRIVEWAY /CARPARK PAVEMENT
\ | DETAILED Ngo
\ : STRUGTURA
WL DOCUMENTS
\ FINISHED LEVELS DIAGRAM /
) oY
TYPICAL SECTION |
RSA SN /
TOP : 103.100 - Y
BTM : 100.270 a
H = 2.830m
EXISTING STRUCTURE /DWELLING
INCLUDING NEIGHBOURING
ALLOTMENTS
a“ i po
C) TOP : 104.370 | A\° THE BUILDER/CONTRACTOR
S§ . | SHALL CONFIRM ALL
SS BTM : 103.100 i RELEVANT LEVELS PRIOR TO
Ss H = 1.270m g - COMMENCING WORKS.
« & Ground /
pad level
: 103.1 00 yy, THIS FOOTING WITHOUT
7 17 (2 <3 PIERS IS FOUNDED
& A UNDERCROFT 22.397 ) SS | we THIS FOOTING IS FOUNDED ABOVE CRITICAL DEPTH
nt XN BELOW CRITICAL DEPTH LINE AND 1S UNSTABLE
© X(-0.066 FPL: 102.850 _Iss - LINE AND IS STABLE. STABLE .
& SL-39 7/1 Lammmmmpagamm! pees
KC1.568 Y UNE OF PROPOSED
79-526, A Z / PIERS OR UNDERPINNING FOUNDED [7 1a =~ EXCAVATION OR OTHER
Y . / BELOW THE CRITICAL DEPTH LINE NI | .
A774 | TOP : 106.200) WOULD BE NEEDED TO SUPPORT
+ 4 BTM : 103.100 : - ANY FOOTING THAT IS FOUNDED
T | 1 | H= 300m |} ~ \ ABOVE THE CRTICAL DEPTH UNE. zt! 30 DefeoNf
C. ; \ [SUSPENDED DRIVEWAY / \ ~ .
Not i Pe , TOP : 103.230 | ABOVE, REFER DRG | \ ph CRITICAL DEPTH LINE TH DETAL ALSO APPLIES TO EXISTING
ao \ | OW3.1_ FOR DETAILS Ne oy Ae FOUNDATIONS ON NEIGHBOURING
(From redords) BIM : 103.100 | | | © PROPERTIES. SHEET PILING MUST BE
H= 0.130m | \ L bf ? \ CC) 98 | INSTALLED WHERE EXISTING FOOTINGS WILL
& _ INDICATES CFA CONCRETE PILING OR SIMILAR, DESIGN AND PeTea Cee NY EXCAVATION
° “ INSTALLATION BY OTHERS. MINIMUM VIBRATION TECHNIQUES TO \
| BE USED FOR INSTALLATION, VIBRATION CONTROL AND
| MANAGEMENT BY PILING CONTRACTOR. BUILDER TO CONFIRM
EXTENT REQUIRED TO SATISFY CRITICAL DEPTH LINE w
PROTECTION OF NEIGHBOURING STRUCTURES. & \,
REFER DETAIL. ALTERNATIVELY SEEK ADVICE FROM w \
GEOTECHNICAL ENGINEER FOR TEMPORARY BATTER ADVICE. > L & 9
oo o ° WM. of
Pm — N \ _ ©
i" 1 + + — nl x Revision | Description Date
ay’ 2 v es © — ssue:
r oF s RS os sy FOR APPROVAL
ove NN
© Q Fy oh
= W Wt WP W xe W <P P= Pd at W DO NOT SCALE FROM THIS DRAWING
\ s AL \ A l Oo n Oo \ A n NN NS VAL x The design and associated details contained on this and associated
a drawi ight and it to be used duced without
WV WV WV W R WW > C V ° W the miten perissan of S08 Conautng Engineers
Z. So =
, . BAYVIEW ROAD pV oP ow Gam Ream
’ nv ®* © &® "7 XN E SCG Noosa Heads
Ce oo A? a As > % / \ Gn g Ph (07) 5455 5604
SITE PLAN — EARTHWORKS PLAN & Nees? Hisniih seni elaeal
Elevations Table Scale 1: 100 8 aptgcompany sav sn ccosrs700
oe . . . Title:
Number | Minimum Hevotion | Neximum Hevation | Color NOTE: BUILDER TO MAINTAN STABILITY PRIOR 10 COMMENCING WORKS, ALL SERVICES SHOWN ON THIS PLAN INDICATIVE EARTHWORKS PLAN
1 -3.736 -3.000 | ; OF ALL NEIGHBOURING STRUCTURES, UNDERTAKE DILAPIDATION REPORTS OF ONLY CONTRACTOR TO LOCATE ALL SERVICES
CUT/FILL LEVELS SHOWN REPRESENT THE FINISHED PAD REFER CRITICAL DEPTH LINE DETAIL ALL NEIGHBORING DWELLINGS /STRUCTURES PRIOR TO COMMENCING WORKS ON SITE. ALL
2 ~3.000 ~2.000 | LEVEL (FPL) TO THE UNDERSIDE OF THE GROUND BEARING ON THIS SHEET SERVICES ARE TO BE PROTECTED IN
5 ow 000 SLABS AND PAVEMENTS AND INCLUDES THE CRUSHER ACCORDANCE WITH THE AUTHORITY Project
DUST OR ROAD BASE LAYERS TO BE PROVIDED UNDER THE DILAPIDATION REPORT, RESPONSIBLE FOR THE SERVICE 27 BAYVIEW RD
4 ~1.000 0.000 SLABS. ADDITIONAL LANDSCAPING FILL NOT INCLUDED. SITE PREPARATION, EARTHWORKS & COMPACTION PRIOR TO ANY CONSTRUCTION ,
UNDERTAKE DILAPIDATION REPORT OF ALL NOOSA HEADS
5 0.000 1.000 SITE PREPARATION, EARTHWORKS, TEMPORARY BATTERS! | NEIGHBORING DWELLINGS/ STRUCTURES.
& COMPACTION TO BE IN ACCORDANCE WITH THE - ,
6 1.000 2.500 | SPECIFICATIONS AND REQUIREMENTS OF A SITE SPECIFIC Pate: Warch 26 |" Fs Peston Ty
GEOTECHNICAL INVESTIGATION REPORT.
Checked: Drg No.
Ranawy—1__P-—7_?'m1:100 @ At “rpeg 27698 «7
1:200 @ AS _|T Harrington : 0694 -OW2.1 .
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