Original source · versioned page text
SCG 31240 - CD-Issue 4 19.08.2022
OPERATIONAL WORKS FOR
RESIDENTIAL DEVELOPMENT
LOT 75 ON N 81810
(59) SEAVIEW TERRACE, SUNSHINE BEACH
THE SITE
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original (SCG 31240 - CD-Issue 4 19.08.2022.pdf)
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.
Full text of the other 8 pages
Page 2
30
0
.3
31
34
32
36
39.22 39.23
.3 9
29 9.4
3
2
.3
2
5
1
6
TERRACE
33
.2
.8
.4
36
31
29
1
1
.5
.1
31
97
33
.
32
3
.4
31
ROOF RIDGE 41.57
32.90
FFL GRND
1
.3
31
93
.
28
SEAVIEW
.8 8.9 6
0
2 9.0
35.30
2
5
6
.2
35.33
29
28
FFL LEV1
Patio
Deck
32.65
7
.9
FFL GARAGE
28
35.31
36
9
.5
5
.3
35
32
0
.6 2
.5
28 8.8
8
29
2
2
0
.1
.9
31
30
34
.10
29
32
.48
29
30
erb
BM: Screw in K
RL: 28.64
0
.6
28
28 8.49
5
.3
2
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — Al
HEIGHT DATUM
LOT 75 ON RP 81810
Level Datum AHD
Level Origin PM 44264,
RL 24.290m
Survey information provided by Max
Watterson & Associates
= SS
oA
LEGEND
ea ~ INDICATES EXISTING SURFACE CONTOURS
~ AND LEVELS TO AHD.
EXISTING SURFACE SPOT LEVELS.
— ———_ INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES EXISTING SEWER LINE
| ——_ INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
INDICATES STORMWATER DRAIN EXISTING
— SW/EX AS NOTED
______w—_ INDICATES WATER MAIN. APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
www.dialbeforeyoudig.com.au
DIAL1100
BEFORE YOU DIG
m
3922 73 9-23 ‘]
ry a '
+ ° ’
5 — é s
NS + 3
os S oN
3 v WM:
° m
We)
CO
5
Y 32.90+
FFL GRND o
9 x
xe ng
w
8 FH
x
S
3 EXISTING BUILDING
33
+35 Fev TO BE DEMOLISHED
Patio x
§ 32.65
a ‘
AGE
FFL GAR _
e iS .
ro —_—),1,9 L s
7 »
+
v
VS
38 0
0)
m7
SITE PLAN — EXISTING SURVEY
Scale 1: 100
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
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 10 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.
6. THE BUILDER MUST PROTECT ALL EXISTING NEIGHBOURING
STRUCTURES/BUILDINGS THROUGHOUT THE WORKS,
PARTICULARLY DURING EARTHWORKS. REFERENCE SHOULD BE
MADE TO OUR CRITICAL DEPTH LINE DIAGRAM OR SEEK
GUIDANCE DIRECTLY FROM THIS OFFICE
KEY
EX. SWPT EXISTING STORMWATER PIT
RC. HW. REINFORCED CONCRETE HEADWALL
EX. SMH — EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN
K&Cc EXISTING KERB & CHANNEL
N.S.L. NATURAL SURFACE LEVEL
FH. FIRE HYDRANT
&o TP TELSTRA PIT
Poe EP. ELECTRICAL PILLER
+h? ©
o KERB EXISTING KERBING
+ PP EXISTING POWER POLE
oO
3B
<<
TERRACE
of
><
. SWPT
EX. SWMH
W/EX
S
EX. SMH
EX. SMHS
3
ee
Loy =
So
©
Ks LU
AN
< ~
Li +
aoe
av
BUILDER TO POT HOLE LOCATE AND
CONFIRM EXISTING SERVICES LOCATIONS|
& LEVELS BEFORE ANY EARTHWORKS
ARE CARRIED OUT. REPORT ANY
© DISCREPANCIES TO THIS FIRM.
3B
<
Bw: Screw in Kerb
RL: 28.64 &
Revision Description Date
“FOR APPROVAL
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.
email:[email protected]
web:www.scg-engineers.com
‘ABN 40 098 481 899
a Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
Title:
EXISTING SURVEY
Project
99 SEAVIEW TCE,
SUNSHINE BEACH
Date: Drawn Design
Sept 2021 TW TH
fnanu-——1_?—)_?m1:100 © At
1:200 @ AS
10.06.16
Checked: Drg No. Rev
Schorésn |) | 01240 —OWI1.1) -
Rex
Page 3
39.22
36
35
.5
9
39.23
36
.2
5
36
35.31 35.30
34
35.33
32.90
34
32.65
33
.3
32
33 2
.1
.3 1
5
32
32
. 97
31 32
.8
1
31
. 12 31
.3
1 31 31
. .5
30 43 1
.90
31
.3
30 0
29
.5
29 0
.48
29
29 .2
.10 5 30
2 2 2 2
28 8.49 28 8.8 28 289.0 28 29 9.4
.3 .6 2 . .9 .3 9
5 8 86 .906 3 3
SEAVIEW TERRACE
28 28 29
.6 .4
0 .9
7 6
Rev. - 10.06.16
DEBUILD T/A
Title:
Date:
Issue:
Project
Checked:
Drawn
Drg No.
ABN 40 098 481 899
Design
Rev.
Noosa Heads
web:www.scg-engineers.com
email:[email protected]
Ph (07) 5455 5604
Unit 1/11 Project Ave,
[OCR of page images]
DRAWING SIZE — Al
HEIGHT DATUM
LOT 75 ON RP 81810
Level Datum AHD
Level Origin PM 44264,
RL 24.290m
Survey information provided by Max
Watterson & Associates |
ee
2A
LEGEND
~~ |NDICATES EXISTNG SURFACE CONTOURS
AND LEVELS TO AHD.
EXISTING SURFACE SPOT LEVELS.
—————_ INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES EXISTING SEWER LINE
| ———_ INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
INDICATES STORMWATER DRAIN EXISTING
— SW/EX AS NOTED
— w————_ INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
—_——— — SLI SILT RETENTION FENCE TO DETAIL
www.dialbeforeyoudig.com.au
DIAL1100
BEFORE YOU DIG
3S:
2
35.30"
35.33
32.90
PROVIDE RUMBLE
GRATES DURING SITE
BULK EARTHWORKS.
BASEMENT
FFL 31.175
FPL 31.000
32.65
80-120mm ROCK (NO
FINES) HARD STAND
OVERLAY FOR
DELIVERY'S DURING
CONSTRUCTION. TYPICAL.
SITE PLAN — SILT & SEDIMENT EROSION PLAN
Scale 1: 100
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
SITE_DRAINAGE — CONSTRUCTION
ENSURE GROUND PROFILE DURING CONSTRUCTION FALLS
TOWARDS THE CENTRE OF THE ALLOTMENT THEN TOWARDS
THE REAR BOUNDARY WHERE RUNOFF WILL DRAIN THROUGH
THE SILT POND & SILT FENCES. IN NO INSTANCE SHALL THE
ALLOTMENT DRAIN INTO NEIGHBOURING ALLOTMENTS.
SITE DRAINAGE — CONSTRUCTION.
KEY
EX. SWPT EXISTING STORMWATER PIT
RC. HW.
EX. SM
CONSTRUCTED STORM WATER PITS WITHIN THE SITE ARE TO
BE COVERED UNTIL THE SITE IS COMPLETED OR TO BE
FITTED WITH SILT PROTECTION MEASURES TO THE APPROVAL
OF THE ENGINEER
EXISTING SIDE ENTRY
PIT OR SIMILIAR
GRATED PIT
KERB & CHANNEL
SILT FILTER SOCK DETAI
IH = EXISTING SEWER MANHOLE
SILT FILTER SOCK TO
SURROUND GRATES AND
SIDE ENTRY INTO PIT
L_— STAND UP KERB
fnanu-——1_?—)_?m1:100 © At
REINFORCED CONCRETE HEADWALL
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
EX. SCP EXISTING SEWER CONNECTION POINT ARCHITECTURAL DRAWINGS.
E.0.8. 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
NSL. NATURAL SURFACE LEVEL ENGINEER INMEDIATELY.
FH, FIRE. HYDRANT 5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING
1 TELSTRA PIT SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL
EP. ELECTRICAL PILLER ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WTH
KERB _EXISTING KERBING THE ATTACHED CRITICAL DEPTH LINE DIAGRAM.
PP EXISTING POWER POLE 6. THE BUILDER MUST PROTECT ALL EXISTING NEIGHBOURING
STRUCTURES/BUILDINGS THROUGHOUT THE WORKS,
PARTICULARLY DURING EARTHWORKS. REFERENCE SHOULD BE
MADE TO OUR CRITICAL DEPTH LINE DIAGRAM OR SEEK
GUIDANCE DIRECTLY FROM THIS OFFICE
S
x
x
, 2 6
+
O 9
\
v NX Xo
° \ Po? ©
e » wv | | | on
a + oe +
>: SS # oN
6 w aW.M) oO
; 7 = ast _
| 900(W) GEO-FABRIC
we ~~ SILT FENCE, FIXED 70 ——]]] 5
| 2 SPIKES AND BURIED 300 3
| x ~~ INTO STABLE. GROUND.
1 Lu
| - 1200(L) 50 SQ. HDWD
| 2 SPIKES, 1800 CTRS
aN DRIVE 600 INTO
te H = Kot SWPT GROUND. =
. v = SILT FENCE DETAIL
q
SES
4 EX. SWMH GHB. Ty
nanan < 7 le
HEEL Nw Hr PROTECT EXISTING STORMWATER SILT. RETENTION
HIE Ss INLETS WITH FILTER SOCK THE CONTRACTOR IS TO INSTALL APPROVED SILT
ea NA | SURROUND. REFER DETAILS. RETENTION FENCES PRIOR TO COMMENCING ANY
VT TAH S l < o EARTHWORKS, THE FENCE IS TO BE
ws P CONSTRUCTED ALONG THE LOWEST BOUNDARY
UU er LE a = | LLI + AND RETURNED UP SIDE BOUNDARIES TO ENSURE
S FULL STORMWATER ENTRAPMENT. SURFACE
wv | WM RUNOFF FROM WITHIN THE ALLOTMENT MUST
DRAIN TOWARDS THE FENCE AND SHALL NOT
JX ENTER NIEGHBOURING ALLOTMENTS THROUGH THE
+ 5. USE OF SURFACE BUNDING OR SCOUR
“ S EX. SMH al PROTECTED DRAINS. THE FENCE MUST REMAIN IN
—— —— gp — —/ — I 3 6 PLACE UNTIL SUCH TIME THAT FINISHED
O LANDSCAPING AND DRAINAGE MEASURES ARE
INSTALLED
CREATE BUNDING IN m =
TEMPORARY HARDSTAND
FOR DIVERISION INTO DUST MOBILISATION FROM WIND ACTION
SILT FENCES. TYPICAL. MAINTAIN EXISTING DRIVEWAY eC SITE CONTROL TO INCLUDE PROTECTION AGAINST THE CARRIAGE OF
re es SOIL SEDIMENT FROM WIND ACTIONS. SITE FOREMAN TO COVER ALL
ENSURE EXISTING COVER IS MAINTAINED STOCKPILES WITH HESION OR SIMILIAR, PROVIDE SILT FENCING
OVER EXISTING SEWER & STORMWATER VS AROUND BASF OF STOCKPILES
DURING CONSTRUCTION. BUILDER 10
POT HOLE AND CONFIRM ALIGNMENT
AND LEVELS PRIOR TO CONSTRUCTIONS.
ALLOW FOR TEMPORARY STEFL
BRIDGING PLATES IF DRIVEWAY IS & MAINTENANCE _OF_SILT PROTECTION
REMOVED @ SITE FOREMAN TO MAINTAIN ALL SILT AND SEDIMENT PROTECTION
+ MEASURES THROUGHOUT THE DURATION OF THE PROJECT. ANY
BREACHING OF THE PROTECTION MEASURES MUST BE REMEDIATED
IMMEDIATELY AND REPORTED TO THE ENGINEER FOR CORRECTION
MEASURES. SILT RUNOFF PROTECTION IS TO BE MAINTAINED UNTIL
&, SUCH POINT THAT LANDSCAPING IS COMPLETED AND NOT
HP SUSCEPTABLE TO STORMWATER SCOUR.
rv
Revision Description Date
“FOR APPROVAL
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.
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
‘ABN 40 098 481 899
C) ste
DEBUILD T/A
Title:
SILT & SEDIMENT EROSION
PLAN
Project
99 SEAVIEW TCE,
SUNSHINE BEACH
Date: Drawn Design
Sept 2021 TW
TH
Checked: Drg No. ev
Srcnadson |’ | 01240 —OW2.1) -
10.06.16
1:200 @ A3
Rex
Page 4
39.22
36
35
.5
9
39.23
36
.2
5
36
34
34
33
.3
32
33 2
.1
.3 1
5
32
32
. 97
31 32
.8
1
31
. 12 31
.3
1 31 31
. .5
30 43 1
.90
31
.3
30 0
29
.5
29 0
.48
29
29 .2
.10 5 30
2 2 2 2
28 8.49 28 8.8 28 289.0 28 29 9.4
.3 .6 2 . .9 .3 9
5 8 86 .906 3 3
SEAVIEW TERRACE
28
1.73
29
1.
.6 28 .4
0 .9
7 6
Rev. - 10.06.16
DEBUILD T/A
Title:
Date:
Issue:
Project
Checked:
Drawn
Drg No.
ABN 40 098 481 899
Design
Ph (07) 5455 5604
Unit 1/11 Project Ave,
Rev.
Noosa Heads
email:[email protected]
web:www.scg-engineers.com
[OCR of page images]
DRAWING SIZE — Al
HEIGHT DATUM
LOT 75 ON RP 81810
Level Datum AHD
Level Origin PM 44264,
RL 24.290m
Survey information provided by Max
Watterson & Associates
———
Ze,
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
LEGEND
__--7 INDICATES EXISTING SURFACE CONTOURS
480 AND LEVELS TO AHD.
7° EXISTING SURFACE SPOT LEVELS.
INDICATES DEPTH OF CUT OR FILL AS
Cut-1.8m NOTED
—_ E —. INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES EXISTING SEWER LINE
| —_——_- INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
INDICATES STORMWATER DRAIN EXISTING
AS NOTED
— w————_ INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
— Sw/Ex
INDICATES POSITION OF RETAINING WALL
TO STRUCTURAL ENGINEER DETAIL
RW
INDICATES POSITION OF TEMPORARY
SHORING, DESIGN AND INSTALLATION BY
SPECIALIST CONTRACTOR
OZIEID
I orcares area oF cur
INDICATES AREA OF FILL
www.dialbeforeyoudig.com.au
DIAL1100
BEFORE YOU DIG
BUILDER TO ENSURE ANY NEIGHBOURING
STRUCUTRES ARE NOT UNDERMINDED
WHERE EXCAVATION ADJACENT TO
BOUNDARY, REFER CRITICAL DEPTH
DIAGRAM ON THIS SHEET.
e
ra 7
Oo
Soo & Ava ©. - 1
\ ut-5.0m
IM vs _
Dove sem cut-4.0m ©
ir ———
UPPER FLOOR
FFL 36.500
FPL 36.350 BASEMENT
FFL 31.175
FPL St.000
eo
\
a
Fill-0.65m . .®
\ "
; a
EXTENT OF PILING TO BE
DETERMINED IN ACCORDANCE WITH
CRITICAL DEPTH LINE PROTECTION
OF NEIGHBOURING STRUCTURES
ENSURE 600mm MIN. BEHIND
PILLING TO ALLOW ACCESS FOR
WALL WATER PROOFING
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
KEY
EX. SWPT EXISTING STORMWATER PIT
RC. HW. — REINFORCED CONCRETE HEADWALL
EX. SMH — EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN
CONSTRUCTION NOTES
GENERAL:
1. DO NOT SCALF 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
K &C EXISTING KERB & CHANNEL
We NATURA: SUREKCE LEVEL ARCHITECTURAL DRAMNS ARE TO BE REFERRED TO THE
FH. FIRE HYDRANT 5, THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING
TP TELSTRA PIT SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL
EP. ELECTRICAL PILLER ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH
KERB EXISTING KERBING THE ATTACHED CRITICAL DEPTH LINE DIAGRAM.
PP EXISTING POWER POLE
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% COPIES OF COMPACTION TEST RESULTS SHALL BE
PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL.
& — ANY FILL MATERIAL TO BE CLEAN GRANULAR MATERIAL (\.E.
3 SAND TO A CLAYEY SAND IN ACCORDANCE WITH AS1726 OR
mM = MATERIAL BORROWED FROM SITE AND IS TO 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
~ | 2 CONSULTING ENGINEERS PRIOR TO ITS REMOVAL TO ENSURE ITS
Cy . ip? 6 COMPATIBILITY.
ae Z| » Hv LU oS — THE FILL IS TO BE PLACED AND COMPACTED IN
| £ Q £ ACCORDANCE WITH AS3798-1996 TO A LEVEL SUFFICIENT 10
POOL EXCAVATION os S | oN’ ©O MINOR RESHAPING TO EX. GROUND ACHIEVE A LEVEL 2 CERTIFICATION WITH A MINIMUM RELATIVE
8 Bs WM: © LEVELS IN ROAD RESERVE FOR NEW FIELD DENSITY OF 100% UNDER PAVEMENTS & 98% UNDER
- ° z 7 = << DRIVEWAY. ENSURE MIN. COVER TO BUILDING. COPIES OF COMPACTION TEST RESULTS SHALL BE
33 SERVICES ARE MAINTAINED AND PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL.
| NS ~~ RATERS Ne cur — FILLING AND COMPACTING ADJACENT EXISTING STRUCTURES
q = RW RW RW | 2 aM . IS TO BE IN STRICT ACCORDANCE WITH THE ASSOCIATED
i e @ M: ~~ DETAILS AND SPECIFICATIONS.
i cute som | © tu — AREAS WHERE EXISTING STRUCTURES OR TREES ARE
REMOVED SHALL BE BACKFILLED WITH THE APPROVED FILL
i eae nN ND WANE TOBE MATERIAL COMPACTED IN ACCORDANCE WITH AS2870~1996 T0
4 DECOMMISSIONED, IN ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 98%.
NS ACCORDANCE WITH AN — ANY LOOSE OR SOFT MATERIAL UNCOVERED IN THE SITE
X. SWE oreRaTIONAL WORKS PERMIT PREPARATION SHALL BE REMOVED AND REPLACED WITH THE
en REFER DRG. 31240 - SW1.2 APPROVED FILL MATERIAL COMPACTED IN ACCORDANCE WITH
Cut=0.40m “TP FOR DETAILS. AS2870-1996 TO ACHIEVE A MINIMUM RELATIVE FIELD
bi 0bom oe & = DENSITY OF 98%
FX SWMH | Re — SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE
REFER Drg 31240—OW4.1 : BAT & LLI ISTALLED PRIOR TO CONSTRUCTION COMMENCING.
FOR DRIVE WAY DETAILS. G oy
Cut-0.40m a
Cut-1.65m Cut-0.60m ef >
oS < A
> si e
lV a J J S LL + RC CAPPING BEAM
=t ‘Lo = FULL LGTH OF WALL
R ~Y RC CONTIG PILES,
— — — — 4 mo > He DESIGN BY OTHERS EXISTING GROUND LEVEL
° § £ BS =
a SMH P \
x \o BUILDER TO POT HOLE LOCATE AND
Li CONFIRM EXISTING SERVICES LOCATIONS|
m < EX. SMHS & LEVELS BEFORE ANY EARTHWORKS
| ' n ARE CARRIED OUT. REPORT ANY &
INDICATES CFA CONCRETE PILING, DESIGN AND INSTALLATION EXISTING UNITYWATER SEWER 10 BE % DISCREPANCIES TO THIS FIRM =
BY OTHERS. MINIMUM VIBRATION TECHNI LOWERED TO MAINTAIN COVER TO " :
. QUES TO BE USED FOR oO =
INSTALLATION, VIBRATION CONTROL AND MANAGEMENT BY DRIVEWAY IN ACCORDANCE WITH |A C z
PILING CONTRACTOR. BUILDER TO CONFIRM EXTENT REQUIRED UNITYWATER APPROVAL DESIGN & ce) a
TO SATISFY CRITICAL DEPTH LINE PROTECTION OF DETAIL BY 360 CIVIL CIVIL S
NEIGHBOURING STRUCTURES. CONSULTING. “< =
REFER DETAIL.
AN)
@
+
10 (CONCRETE PILED RETAINING WALL
Me \/ SECTION
SITE PLAN — EARTHWORKS & PILING PLAN
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
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.
Scale 1: 100
BUILDER TO MAINTAIN STABILITY
OF ALL NEIGHBOURING STRUCTURES,
REFER CRITICAL DEPTH LINE (DRG OW3.2
FOR GUIDANCE. ALLOW FOR SPRAYED
CONCRETE FACING TO EXPOSED CUT
BATTERS SL72 MESH MIDDLE.
)
PRIOR TO WORKS, UNDERTAKE DILAPIDATIOI
REPORTS OF ALL NEIGHBOURING
DWELLINGS /STRUCTURES
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
EXISTING STRUCTURE /DWELLING
INCLUDING NEIGHBOURING
ALLOTMENTS
THE BUILDER/CONTRACTOR
SHALL CONFIRM ALL
RELEVANT LEVELS PRIOR TO
COMMENCING WORKS.
THIS FOOTING IS FOUNDED |
BELOW CRITICAL DEPTH
LINE AND IS STABLE.
PIERS OR UNDERPINNING FOUNDED 1B
BELOW THE CRITICAL DEPTH LINE Ni
WOULD BE NEEDED 10 SUPPORT
ANY FOOTING THAT IS FOU
ABOVE THE CRITICAL DEPTH LINE.
Ground /
pad level
UNSTABLE
bp, THIS FOOTING WITHOUT
ky A ~~ PIERS IS FOUNDED
Dre ABOVE CRITICAL DEPTH
By, UNE AND IS UNSTABLE.
\O
STABLE Me
UNE OF PROPOSED
~"— EXCAVATION OR OTHER
TRENCH.
INDED
30_Degtees’
Horizontal
ae
CRITICAL DEPTH LINE 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
8 ADDED S/W DETAILS 19.08.22
A REVISED BUILDING DESIGN 01.03.22
Revision | Description Date
Iss
"FOR APPROVAL
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.
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
‘ABN 40 098 481 899,
C) sc
DEBUILD T/A
Title:
EARTHWORKS & PILING
PLAN
Project
99 SEAVIEW TCE,
SUNSHINE BEACH
Date: Sept 2021 Dawa Design TH
0 1 2 3 4 5 o Checked: Drg No. Rev
Anu r——7___jmi:100 @ Al
“i200 @ 45 | Skea 131240 -OW3.1 B
Page 5
30
34
32
36
39.22 39.23 94°20'40"
32.776
.3 9
2 9 9.4
3
2
1
6
TERRACE
.8
.4
31
29
WM
184°20'40"
16.093
75 ²
1
.3
506m
31
H
355°18'
3
16.297
.9
28
SEAVIEW
SWP
28 289.06
6 90
.
2
40"
5
.2
.8
29
SW
81
RP81810
36
0
.6 2
.5
28 8.8
8
29
S
2
30.217
274°20'40"
34
0
.1
29
32
S
76
RP81810
30
0
.6
28
28 8.49
5
.3
2
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — Al
HEIGHT DATUM
LOT 75 ON RP 81810
Level Datum AHD
Level Origin PM 44264,
ee
RL 24.290m
Survey information provided by Max N
Watterson & Associates |
KEY CONSTRUCTION NOTES
EX. SWPT EXISTING STORMWATER PIT GENERAL:
RC. HW. REINFORCED CONCRETE HEADWALL
EX. SMH — EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN
K&C EXISTING KERB & CHANNEL
NS.L. NATURAL SURFACE LEVEL
FH. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL PILLER
KERB EXISTING KERBING
P.P EXISTING POWER POLE
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 10 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.
FOOTPATHS AND DRIVEWAYS:
1, EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL
2. CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES
3. CONCRETE DRIVEWAY TO BE 125mm THK. EXCLUDING ANY
FINISHED TREATMENTS, EG. STAMPING
4. CONCRETE SURFACE TOLERANCE +5.0mm OVER 3.0m
5. CONCRETE N25 IN ACCORDANCE WITH AS 1379 AND AS 3600
6. REINFORCEMENT FABRIC TO AS 1304, PLACED CENTRAL SLAB
DEPTH.
O 7. EXPANSION JOINTS TO BE 10mm WIDE WET TOOLED WITH
EVERY 2ND MESH WIRE CUT ALONG JOINT.
8. ONE ACCESS POINT PERMITTED FOR EACH ALLOTMENT.
- 9. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO INSIDE
5 e “ ~~ EDGE OF CURVE
438: . 10. ALL SERVICES TO BE LOCATED AND PROTECTED AS REQUIRED
\ N PRIOR TO WORK COMMENCING
\ ee L S
\ oO r oO oY / | | | MINOR RESHAPING TO EX. GROUND
\ POOL we LEVELS IN ROAD RESERVE FOR NEW
\ . ( ) DRIVEWAY. ENSURE MIN. COVER TO
\ a O w.M — SERVICES ARE MAINTAINED AND
\ i 7 9 oy St < RE-TURF. MAX. PERMANENT CUT
\ / QS 33 BATTERS 1:3 V:H TYPICAL.
ee wand
\ |
\ 5 x © ~~ DRIVEWAY CROSSOVER GENERALLY IN
\ J 31.100 - ACCORDANCE WITH IPWEA STD DRG RS-049 &
\ J R+050 AND COUNCIL REQUIREMENTS. LEVELS Z
\ J LU AS NOTED, REFER DRG OW4.2 FOR DETAILS. \
\ / {| ol Li C N
\ x CO
\ 31.170 n>
| >
\ 2 ms EXISTING STORMWATER PIT AND
\ 506m 3 A ob. S\ MANHOLE TO BE DECOMMISSIONED,
\— S x cS IN ACCORDANCE. WITH AN )
ON@ UPPER FLOOR Li\ — OPERATIONAL WORKS PERMIT LZ
oi (on 5 | we © REFER DRG 31250-SW1.2 FOR .
| 5 P| & 8
2S FFL 36.500 — 3S ® 5 DETALS.
5 g \ ae elle
2! — =z P : D.C . £
*\ BASEMENT = } S g |
\ S / <
31 \ FFL 37.175 ws 900] \
Le = <
RP81810 | do V V. — )
\ 4 SEEK COUNCIL APPROVAL FOR »
\ NON—COMPLYING DRIVEWAY.
\ | DIMENSIONS AND LEVELS AS NOTED
LEGEND ON SECTION. J
_ 30.217 O “
+180 EXISTING SURFACE SPOT LEVELS. 574°50'40" BUILDER TO POT HOLE LOCATE AND
NDIGATES DRECTON OF RAMP UP o@ 20'40 CONFIRM EXISTING SERVICES LOCATIONS /
RAMPS DOW AS INDICATED EYISTING UNITYWATER SEWER TO BE & LEVELS BEFORE ANY EARTHWORKS
LOWERED TO MAINTAIN COVER TO ARE CARRIED OUT. REPORT ANY
Y DRIVEWAY IN ACCORDANCE WITH A DISCREPANCIES TO THIS FIRM.
____ (Tl) DENOTES WET TOOLED JOINT 70 / UNITYWATER APPROVAL DESIGN &
DRIVEWAY SLAB, REFER 10 DETAILS ON DETAIL BY 360 CIML CIVIL
DRG. OW4.2 76 CONSULTING. RELOCATE EXISTING STORMWATER /
| | PIT CLEAR OF PROPOSED JS
FAU. INDICATES DIRECTION OF FALL RP81810 INCREASE DRIVEWAY THICKNESS 10 DRIVEWAY, TO FUTURE DESIGN & .
hoy TO FINISHED SPOON DRAINS. 200mm FOR 2m CENTERED OVER OPERATIONAL WORKS APPLICATION.
SEWER, SL82 MESH T & B. REFER REFER DRG. 31240-SWI.1 FOR
DETAIL ON DRG 31240-0W4.2. DETAILS, ,
x [29.740] INDICATES PROPOSED FINISHED é
SURFACE LEVELS / \
(SW) FIELD INLETS OR JUNCTION BOX PRE-CAST
DX] EE) CONCRETE cAST-INTO PAVEMENT. REFER SWI.1
FOR FURTHER DETAILS. )
JS 9 4
GD-xxx * / bo
GRATED DRAIN CAST-INTO PAVEMENT. 4 a /
(OCTET REFER SW.1 FOR FURTHER DETAILS mv / A . /
\ L
Cy DRIVEWAY SLAB/PAVEMENT. REFER TO :
NOTES AND DETAILS ON DRG. 31240
OW4.2 FOR THICKNESS AND REINFORCING.
DRIVEWAY SLAB/PAVEMENT THICKENING SITE PLAN — DRIVEWAY & CROSSOVER PLAN © | ADDED S/W DETALS 19.08.22
OVER SHALLOW SERVICES, REFER DETAIL Scale 1: 100 REV. A B REVISED BUILDING DESIGN 01.03.22
ON DRG. 31240 OW4.2 A RELOCATE STORMWATER & SEWER 09.12.21
INFRASTRUCTURE
CONTRACTOR TO REPAIR ADJACENT THE CONTRACTOR TO TOPSOIL AND TURF ANY CONTRACTOR TO REPAIR/REINSTATE ANY Revision | Description Date
———_ — ——_ INDICATES OVERHEAD ELECTRICITY CONSTRUCTION SITE KERB, FOOTPATH OR DISTURBED OR DAMAGED AREAS OF THE ROAD DAMAGED AREAS OF EXISTING FOOTPATHS, SUS:
SUPPLY LINE ROAD RESERVE IF ANY DAMAGE IS SUSTAINED RESERVE ADJACENT THE CONSTRUCTION SITE KERB & CHANNELS TO COUNCIL STANDARDS ssue:
DURING CONSTRUCTION. GRASSED AREAS ARE FOR APPROVAL
INDICATES EXISTING SEWER UNE TOBE RE TO SOE AD TR MAXIMUM CROSS-FALL OF 1 in 40 ON ALL NEW KERB & CHANNEL TO BE IN ACCORDANCE
| In
——__ w—__INDICATES WATER MAIN APPROX FOOT-PATHS AND INTERNAL PEDESTRIAN WITH IPWEA STANDARD Drg. SEQ-RS-080 & 00 or Sere TRON Te oR °
NOCATION PRIOR TG Wore EXACT PRIOR TO WORKS, UNDERTAKE DILAPIDATIO PATHS AND RAMPS COUNCIL STANDARD DETAILS drawings are copyright and are not to be used or reproduced without
, the written permission of SCG Consulting Engineers.
REPORTS OF ALL NEIGHBOURING , “
— SWw/Ex INDICATES STORMWATER DRAIN EXISTING DWELLINGS /STRUCTURES RS Unit 1/11 Project Ave,
AS NOTED CONTRACTOR TO LOCATE ALL SERVICES PRIOR 10 ) SOG Noosa Heads
COMMENCING WORKS ON SITE. ALL SERVICES ARE _ Ph (07) 5455 5604
———T——_ INDICATES TELSTRA LINE APPROX TO BE PROTECTED IN ACCORDANCE WITH THE 2k emalatin@sog-eginees com
ALIGNMENT, BUILDER TO CONFIRM EXACT AUTHORITY RESPONSIBLE FOR THE SERVICE 3 pena
LOCATION PRIOR TO WORKS 3
Title:
www.dialbeforeyoudig.com.au L
Project
. DIAL1100 59 SEAVIEW TCE,
hay SUNSHINE BEACH
' BEFORE YOU DIG Date: Drawn Design
~ Sept 2021 TH TH
0 1 2 3 4 5 Checked: Drg No. Rev
nununs——L_—7___m1:100 @ Als! ppeg 5835
1:200 @ AS : S Richardson 31 240-OW4.1 C
Page 6
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Page 7
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Page 8
39.22
36
35
.5
9
39.23
36
.2
5
36
35.31 35.30
34
34
33
.3
32
33 2
.1
.3 1
5
32
32
. 97
31 32
.8
1
31
. 12 31
.3
1 31 31
.4 .5
30 3 1
.90
31
.3
30 0
29
29 .50
.48
29
29 .2
.10 5 30
2 2 2
28 8.8 28 289.0 28 29 9.4
.6 2 . .9 .3 9
8 86 .906 3 3
SEAVIEW TERRACE
28 28 29
.6 .4
0 .9
7 6
Rev. - 10.06.16
DEBUILD T/A
Title:
Date:
Issue:
Project
Checked:
Drawn
Drg No.
ABN 40 098 481 899
Design
Rev.
Noosa Heads
web:www.scg-engineers.com
email:[email protected]
Ph (07) 5455 5604
Unit 1/11 Project Ave,
[OCR of page images]
DRAWING SIZE — Al
LOT 75 ON RP 81810
Level Datum AHD
RL 24.290m
Watterson & Associates
HEIGHT DATUM
Level Origin PM 44264,
Survey information provided by Max
ee
2A
RAMP. x.
FALLS
& GP1
GD-150
(OTT)
SL 12.50
IL 12.00
Sw
— R-SW
DP o
EXISTING OVERLAND FLOW
EXISTING OVERLAND FLOW 10
MANAGED VIA INTERNAL
DRAINAGE, PROVIDE EMERGENCY
OVERLAND FLOW PATHS AROUND
THE FINISHED BUILDING DIRECTED
TO THE KERB & CHANNEL ON ~
LEGEND
INDICATES DIRECTION OF RAMP UP OR
DOWN AS INDICATED
INDICATES DIRECTION OF FALL
TO FINISHED SPOON DRAINS.
450Sq STORMWATER JUNCTION BOX,
PRE-CAST CONCRETE. AND SEALED LID
300Sq GRATED FIELD INLETS, POLY. HEAVY DUTY
GRATE WHERE IN DRIVEWAY
150(W) GRATED DRAIN WITH HEAVY
DUTY GRATE.
INDICATES PROPOSED FINISHED
SURFACE/INVERT LEVELS OF NOMINATED
SW PITS.
INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES EXISTING SEWER LINE
INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
INDICATES STORMWATER DRAIN PROPOSED
AS NOTED MIN 1 IN 100 FALL UNLESS
NOTED OTHERWISE
INDICATES ROOF STORMWATER DRAINS
REFER HYDRAULIC CONSULTANT FOR
DETAILS
INDICATES DOWNPIPES FROM ROOF. REFER
HYDRAULIC CONSULTANT FOR DETAILS
i
i
www.dialbeforeyoudig.com.au
SAS DIAL 1100
yy BEFORE YOU DIG
SEAVIEW TCE. TYPICAL ‘
Ny
M
FALL LANDSCAPED AREAS
DOWNPIPES (DP) SHOWN DIAGRAMATIC
TO DEMONSTRATE STORMWATER
[TERIA DRAINAGE PIT AS MANAGEMENT. NUMBER AND LOCATION RS
NCA, TO BE DETERMINED BY HYDRAULICS 8
CONSULTANT & ARCHITECT. = <
+
—_ T
ot
So |
sw——7 POOL. 3 Ss
=—_--sw 1509 uPVC 2 | 6 a W. M
cp2—s| y? NUH Lew EL sw ||
| “ RSW — sw He RSW) R-SW R-SW R-SWy
| Q a | \ ri |
q € DP \
| J Sy | & ‘o |
| I u N'Y
: \
1 Sy a
UPPER FLOOR | 2
FFL 36.500 & REFER Drq 31240-OW4.1 S |
\ 8 FOR DRIVE WAY DETAILS. FALL. 8 | 8
\ = | % 7? 2
\ 6 BE
BASEMENT Z|
FFL 37.175 H _DP.
e¢————_ R- SW |
. | a Cpt
Q z
Po p t oo SL 30.90 | ers
<< — — ee nN IL 30.45 | a
- Vv OS c
sw | og? EX. SMH*
_ 1509 uPvE 3 3
m EX. SMH
KEY
EX. SWPT EXISTING STORMWATER PIT
RC. HW. REINFORCED CONCRETE HEADWALL
EX. SMH — EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN
K&C EXISTING KERB & CHANNEL
NS.L. NATURAL SURFACE LEVEL
FH. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL PILLER
KERB EXISTING KERBING
P.P EXISTING POWER POLE
EXISTING STORMWATER PIT
AND MANHOLE TO BE
DECOMMISSIONED, IN
ACCORDANCE WITH AN
DETAILS.
SITE PLAN — STORMWATER MANAGEMENT PLAN
Scale 1; 100
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
FINISHED SITE DRAINAGE IN
ACCORDANCE WITH HYDRAULICS
CONSULTANTS DOCUMENTATION.
ALL PIPES TO BE LAID AT 1 IN 100 MIN.
UNLESS NOTED
N.G.L.
s\ CONNECT S/W PIPE TO
7 NEW MANHOLE TO
-+F COUNCIL STANDARDS
ae RELOCATE EXISTING
2 STORMWATER PIT CLEAR OF
H PROPOSED DRIVEWAY, TO
FUTURE DESIGN &
OPERATIONAL WORKS
APPLICATION.
OPERATIONAL WORKS PERMIT.
REFER DRR. 31240—-SW1.2 FOR
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.
HYDRAULICS
1, HYDRAULIC SERVICES SHOWN ARE DIAGRAMATIC ONLY. REFER 10
ARCHITECTURAL DRAWINGS FOR LOCATIONS OF FIXTURES.
2. ALL SANITARY HYDRAULICS AND WATER RETICULATION WITHIN THE
ALLOTMENT BOUNDARY TO BE IN ACCORDANCE WITH AS3500.
3. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF AUTHORITIES
HAVING JURISDICTION, AFTER OBTAINING ALL NECESSARY PERMITS AND
APPROVALS.
4. THE CONTRACTOR IS TO CONFIRM THE POSITION OF ALL EXISTING
SERVICES AS INDICATED ON THESE AND ASSOCIATED PLANS DO NOT
CLASH WITH THE PROPOSED PIPE WORKS PRIOR TO THE COMMENCING OF
WORK.
5. ALL TRENCH EXCAVATIONS AND CONSTRUCTION TO BE IN ACCORD
WITH WORKPLACE HEALTH & SAFETY 1989 AND ANY AMENDMENTS AND
THE MINE REGULATION ACT.
6. STORMWATER DRAINAGE PIPES SHALL BE LAID AT A MINIMUM GRADE
OF 1 IN 100 U.N.O. JOINS ARE TO BE CONSTRUCTED IN ACCORDANCE
WITH THE MANUFACTURERS REQUIREMENTS. (REFER NOTE 10.)
7. ALL PRECAST CONCRETE PIPES AND TO MANUFACTURED IN ACCORD
WITH AS. 4058.
8. STORMWATER PIPES SHALL BE THE FOLLOWING CLASSES:
8.1. REINFORCED CONCRETE PIPES (RCP) = CLASS 2.
8.2. uPVC 100 OR GREATER = CLASS ‘SN8’.
8.3. 'STORMPRO’ PIPES = CLASS 'SN8’.
9. ALL RCP PIPES TO HAVE THE FOLLOWING JOINTS U.N.O:
9.1. RCP 6008 OR LESS = RUBBER RING JOINT.
9.2, RCP 6006 OR GREATER = FLUSH JOINT.
10.ROOF STORMWATER TO DESIGN BY HYDRAULIC CONSULTANTS 10
CLASS ’SH’ U.N.O.
11. INSTALL SW MANHOLE AND FILED GULLY/INLETS IN ACCORDANCE
WITH AS1657 AND AS DESCRIBED BELOW:
11.1. MANHOLE/FIELD INLETS >1.35m DEEP = STEP IRONS.
11.2. MANHOLES 0.85m-3.0m DEEP = STEP IRONS.
11.3. MANHOLES >3.0m DEEP = FIXED ACCESS LADDER.
12. SEWERS 100mm DIAM. UPVC U.N.O. AND LAID AT A MINIMUM GRADE
OF 1 IN 60.
13. WATER SUPPLY PIPEWORK BELOW GROUND |S 10 BE:
13.1. 63mm DIAM. OR LESS - HIGH DENSITY TYPE 50
CLASS 12 POLYETHYLENE
4. ALL ABOVE GROUND AND INTERNAL WATER SUPPLY PIPEWORK TO BE
YPE B COPPER.
15. WATER SERVICES ARE NOT PERMITTED IN GROUND SLABS AND ALL
JOINS AND CONNECTIONS SHALL BE MADE ABOVE THE SLAB.
16. FIRE HYDRANTS ARE TO BE INSTALLED ARE TO BE INSTALLED IN
CCORDANCE WITH AS2419.1. HOSE REELS ARE TO BE INSTALLED IN
EHICULAR OR PEDESTRIAN PAVEMENTS ARE 10 BE FITTED WITH EITHER
BRASS OR CAST-IRON COVERS.
17. ALL IN-GROUND VALVES SHALL BE IN ACCORDANCE IN APPROVED
ONCRETE PATH BOXES.
. ALL WASTE PIPES AND WATER SERVICES PENETRATING SLABS TO BE
‘APPED IN AN APPROVED FLEXIBLE JOINT JOINT WRAPPING.
9. THE TERM ‘SERVICE’ REFERS TO THE MINIMUM INTERNAL PIPE
[AMETER UNLESS NOTED OTHERWISE.
K |& C
BUILDER TO POT HOLE LOCATE AND
CONFIRM EXISTING SERVICES LOCATIONS
& LEVELS BEFORE ANY EARTHWORKS
ARE CARRIED OUT. REPORT ANY
DISCREPANCIES TO THIS FIRM.
DRAINAGE PIPE SIZES ——
AS NOTED.
APPROVED COMPACTED
BEDDING SAND.
——_]
300mm MIN THK COMPACTED
TRAFFICABLE AREAS
@— MIN 98% FIELD DENSITY THROUGH
BACKFILL DEPTH. D>900mm
NON-TRAFFICALBE AREAS
COMPACT IN 150mm LAYERS D>400mm
/_—\SW PIPE TRENCH/PIPE BEDDING & BACKFILLING
(<7 UNDER N.G.L. TYPICAL SECTION
fnanu-——1_?—)_?m1:100 © At
GRANULAR MATERIAL UNDER SLAB.
c STORMWATER DETAILS ADDED 19.08.22
B REVISED BUILDING DESIGN 01.03.22
A RELOCATE STORMWATER INFRASTRUCTURE 09.12.21
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) ste
‘ABN 40 098 481 899
DEBUILD T/A
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
Title:
STORMWATER MANAGEME
PLAN
NT
Project
99 SEAVIEW TCE,
SUNSHINE BEACH
Date: Sept 2021 Drawn TH Design
10.06.16
Checked: Drg No.
Sricadson |! | 01240 —-SW1.1
1:200 @ A3
Rex
TH
7
Page 9
1
.5
31
7
.9
32
3
.4
31
TERRACE
1
.3
31
93
.
28
28 28 .06
6 90
SEAVIEW
29
.
5
.2
.8
29
7
.9
28
0
.6 2
.5
28 8.8
8
29
2
2
0
.1
.9
31
30
0
.1
29
8
.4
29
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — Al
HEIGHT DATUM
LOT 75 ON RP 81810
Level Datum AHD
Level Origin PM 44264,
RL 24.290m
ee
2A
Survey information provided by Max
Watterson & Associates |
LEGEND
FIELD INLETS OR JUNCTION BOX PRE-CAST
CONCRETE CAST-INTO PAVEMENT. REFER SW1.1
FOR FURTHER DETAILS.
GRATED DRAIN CAST-INTO PAVEMENT.
REFER SW1.1 FOR FURTHER DETAILS
SEALED LID IN ACCORDANCE WITH
COUNCIL STD DRG. DS-020
(NON-ROADWAY) & COUNCIL STANDARDS.
O 1050 # STORMWATER MANHOLE, WITH
SL 12.50 INDICATES PROPOSED FINISHED
IL 12.00 SURFACE/INVERT LEVELS OF NOMINATED
SW PITS.
——— E ——_. INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES EXISTING SEWER LINE
—— w————_ INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
| ——__ INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
INDICATES STORMWATER DRAIN PROPOSED
AS NOTED MIN 1 IN 100 FALL UNLESS
NOTED OTHERWISE
sw
www.dialbeforeyoudig.com.au
SA DIAL 1100
“ed BEFORE YOU DIG
GD-xxx
EX. SWPT_/L
REFER Drg 31240—OW4.1 FOR
DRIVEWAY CROSSOVER
DETAILS.
PART OF EX. 3000
RCP 10 BE
DECOMISSIONED &
i
(SWP)
REMOVED
(ASSET ID 1033147)
CONCRETE PLUG
DECOMISSIONED
EXISTING PIPE END
D
-
><
WF
=
a
eZ,
CONNECT S/W PIPE 10
NEW MANHOLE TO
COUNCIL STANDARDS
NEW 1050 @ STORMWATER MANHOLE,
WITH SEALED LID IN ACCORDANCE
WITH COUNCIL STD DRG. DS-020
(NON-ROADWAY) é& COUNCIL
= STANDARDS.
SL 29.200
LL: 28.250
(ALL LEVELS TO BE CONFIRMED
ONSITE).
EX. SWMH
K & C
DECOMISSION & REMOVE
OO
V
SITE PLAN — EXTERNAL STORMWATER MANAGEMENT PLAN
Scale 1: 50
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
EXISTING PIPES
EX. STORMWATER SIDE
ENTRY PIT TO BE
DECOMISSIONED &
REMOVED FOR NEW
DRIVEWAY CROSSOVER
(ASSET ID 1002676)
EX. 3006 RCP
TO BE
DECOMISSIONED &
REMOVED
(ASSET ID 1032049)
EX. MANHOLE TO BE
DECOMISSIONED
3
(ASSET ID 1018389) ee
+
SEAVIEW TERRACE
BUILDER TO POT HOLE LOCATE AND
CONFIRM EXISTING SERVICES LOCATIONS
& LEVELS BEFORE ANY EARTHWORKS
ARE CARRIED OUT. REPORT ANY
DISCREPANCIES TO THIS FIRM.
& DS-063.
S.L: 28.850
IL: 28.300
NEW STORMWATER ON GRADE KERB
INLET PIT IN ACCORDANCE WITH
COUNCIL STD DRG. DS—061, DS-062
(ALL LEVELS TO BE CONFIRMED
ONSITE).
EX. 3006 RCP
US I.L: UNKNOWN
DS I.L: UNKNOWN
(ASSET ID 1033147)
APPROVED COMPACTED
N.G.L.
KEY
EX. SWPT EXISTING STORMWATER PIT
RC. HW.
EX. SMH
EX. SCP
E.0.B.
K&C
REINFORCED CONCRETE HEADWALL
EXISTING SEWER MANHOLE
EXISTING SEWER CONNECTION POINT
EXISTING EDGE OF BITUMEN
EXISTING KERB & CHANNEL
NATURAL SURFACE LEVEL
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
DRAINAGE PIPE SIZES ——
AS NOTED.
BEDDING SAND.
——_]
FIRE HYDRANT
TELSTRA PIT
ELECTRICAL PILLER
EXISTING KERBING
EXISTING POWER POLE
300mm MIN THK COMPACTED
GRANULAR MATERIAL UNDER SLAB.
TRAFFICABLE AREAS
@— MIN 98% FIELD DENSITY THROUGH
BACKFILL DEPTH. D>900mm
NON-TRAFFICALBE AREAS
COMPACT IN 150mm LAYERS D>400mm
/_—\SW PIPE TRENCH/PIPE BEDDING & BACKFILLING
(<7 UNDER N.G.L. TYPICAL SECTION
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.
HYDRAULICS
1, HYDRAULIC SERVICES SHOWN ARE DIAGRAMATIC ONLY. REFER 10
ARCHITECTURAL DRAWINGS FOR LOCATIONS OF FIXTURES.
2. ALL SANITARY HYDRAULICS AND WATER RETICULATION WITHIN THE
ALLOTMENT BOUNDARY TO BE IN ACCORDANCE WITH AS3500.
3. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF AUTHORITIES
HAVING JURISDICTION, AFTER OBTAINING ALL NECESSARY PERMITS AND
APPROVALS.
4. THE CONTRACTOR IS TO CONFIRM THE POSITION OF ALL EXISTING
SERVICES AS INDICATED ON THESE AND ASSOCIATED PLANS DO NOT
CLASH WITH THE PROPOSED PIPE WORKS PRIOR TO THE COMMENCING OF
WORK.
5. ALL TRENCH EXCAVATIONS AND CONSTRUCTION TO BE IN ACCORD
WITH WORKPLACE HEALTH & SAFETY 1989 AND ANY AMENDMENTS AND
THE MINE REGULATION ACT.
6. STORMWATER DRAINAGE PIPES SHALL BE LAID AT A MINIMUM GRADE
OF 1 IN 100 U.N.O. JOINS ARE TO BE CONSTRUCTED IN ACCORDANCE
WITH THE MANUFACTURERS REQUIREMENTS. (REFER NOTE 10.)
7. ALL PRECAST CONCRETE PIPES AND TO MANUFACTURED IN ACCORD
WITH AS. 4058.
8. STORMWATER PIPES SHALL BE THE FOLLOWING CLASSES:
8.1. REINFORCED CONCRETE PIPES (RCP) = CLASS 2.
8.2. uPVC 100 OR GREATER = CLASS ‘SN8’.
8.3. 'STORMPRO’ PIPES = CLASS 'SN8’.
9. ALL RCP PIPES TO HAVE THE FOLLOWING JOINTS U.N.O:
9.1. RCP 6008 OR LESS = RUBBER RING JOINT.
9.2, RCP 6006 OR GREATER = FLUSH JOINT.
10.ROOF STORMWATER TO DESIGN BY HYDRAULIC CONSULTANTS 10
CLASS ’SH’ U.N.O.
11. INSTALL SW MANHOLE AND FILED GULLY/INLETS IN ACCORDANCE
WITH AS1657 AND AS DESCRIBED BELOW:
11.1. MANHOLE/FIELD INLETS >1.35m DEEP = STEP IRONS.
11.2. MANHOLES 0.85m-3.0m DEEP = STEP IRONS.
11.3. MANHOLES >3.0m DEEP = FIXED ACCESS LADDER.
12. SEWERS 100mm DIAM. UPVC U.N.O. AND LAID AT A MINIMUM GRADE
OF 1 IN 60.
13. WATER SUPPLY PIPEWORK BELOW GROUND IS 10 BE:
13.1. 63mm DIAM. OR LESS - HIGH DENSITY TYPE 50
CLASS 12 POLYETHYLENE
14. ALL ABOVE GROUND AND INTERNAL WATER SUPPLY PIPEWORK TO BE
TYPE B COPPER.
15. WATER SERVICES ARE NOT PERMITTED IN GROUND SLABS AND ALL
JOINS AND CONNECTIONS SHALL BE MADE ABOVE THE SLAB.
16. FIRE HYDRANTS ARE TO BE INSTALLED ARE TO BE INSTALLED IN
ACCORDANCE WITH AS2419.1. HOSE REELS ARE TO BE INSTALLED IN
ACCORDANCE WITH AS2441,
CLEAN-OUTS, INSPECTION OPENINGS AND CLOSING CAPS SITUATED IN
VEHICULAR OR PEDESTRIAN PAVEMENTS ARE TO BE FITTED WITH EITHER
BRASS OR CAST-IRON COVERS.
17. ALL IN-GROUND VALVES SHALL BE IN ACCORDANCE IN APPROVED
CONCRETE PATH BOXES.
18. ALL WASTE PIPES AND WATER SERVICES PENETRATING SLABS TO BE
WRAPPED IN AN APPROVED FLEXIBLE JOINT JOINT WRAPPING.
19. THE TERM 'SERVICE’ REFERS TO THE MINIMUM INTERNAL PIPE
DIAMETER UNLESS NOTED OTHERWISE.
Revision Description Date
“FOR APPROVAL
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.
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
‘ABN 40 098 481 899
DEBUILD T/A
Title:
EXTERNAL STORMWATER
PLAN
Project
99 SEAVIEW TCE,
SUNSHINE BEACH
Date: Drawn Design
Aug 2022 TW
TH
Checked: Drg No. Rev
Sharer |) | OI 240 —-SWI.2 -
10.06.16
Rex