Original source · versioned page text
SCG 28084-CD Issue 8 2020.05.14
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
.20 .18 0 9 0 6
2 2 2. 2.
.31 .28 . 18 1 7
2 2 2 2.
7
14
31 2 . 19
2.
2. 2. 2
.22 .14 .10 05
2 2 2 2.
MARY STREET 2
95
.11 07 01
1.
2 Line 2. 2. Marking
9 8 8 4
1. .93 1.
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89
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77
2.
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87
86 03
.
1. 05
1
1. 2.
5
4
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87
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9
8 03
1.
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5
6
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03
1. 2. 2.
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1
1
2
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94 5 1 96 02
1.
2
2.
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stop BM: Nail in Kerb
96 .91
08 2.0
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.
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1 1
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2
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89 WM
WMWM 06
1.
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02
05
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2
2.
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13
2.
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88 1. 1. 2.
96 95
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2.
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98
04
09
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2.
05
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2
2.
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07
2. 27
07
2. 2. 2. 05
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01
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06
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04
00°04' 30.175
2. 2.
2
180°04' 30.175
05
4
2.
20
2.
08
2.
two storey
19 2.
19
office building
2.
2.
2. 10
05
22
2.
23
2.
10
2.
0 7
2.
2.
09
25
shed
2.
garden
07
2. 2.
19 16
20.117
270°05'
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]
“a
www.dialbeforeyoudig.com.au
SS DIAL 1100
BEFORE YOU DIG
Scale 1: 100@A1
Scale 1: 200@A3
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
DRAWING SIZE — Al
a 7 —
a .
2
wi Qe & DH. = 2 yy
HEIGHT DATUM SR ONS e a Ca Se “oy ye
LOT 2 ON RP 802207 = S | 2 < Os
Level Datum AHD 3 3 x
Level Origin PSM19568, RL1.245m so =x 2 .Sb. a
eS B 2 ore 8
Survey information provided by Ze ay o <b. Rr ©
' 1 RAN oe S 3
Max Watterson and Others Qs we = cw | $
1S 2 SM. UD ©
°s a cH oS _
oO = eo o.
Zz Ve <a o NS EXISTING BLOCK WALL
‘ , a CL :
DB. o ak |S pl ¥ 8 ah av a “‘Y FENCE~2:0M HIGH TO REMAIN.
g %. <+ SSPE <The" “o. Se “ v 180°04' 30:175
Cs <<. od <E f4. B ee + RP BOUNDARY .
T<e os és = 4 os > * BOUND 4
| . CO. N
< lo oF Y a EXISTING 0.6M HIGH
Ww w— Ww Ww w w Wi oe TIMBER SLEEPER WALL
| | 2 yoo NM TO REAR BOUNDARY.
¥ = 6 ro
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| | bel Se. %: _
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wa le eo as 2
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“ees OPP. oF | | 4 SITE TO BE REMOVED. +
eo | = iF
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a - g }
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ALL SERVICES SHOWN ON THIS PLAN INDICATIVE Zit <+ Kel! 2S T fi |
ONLY CONTRACTOR TO LOCATE ALL SERVICES EX. SMH 2 So =
PRIOR TO COMMENCING WORKS ON SITE. ALL + \Tp O t—s
SERVICES ARE TO BE PROTECTED IN ™ | |
ACCORDANCE WITH THE AUTHORITY RESPONSIBLE a oD two storey
FOR THE SERVICE £ office building
x< |
LEGEND eo gk =
_-—_ INDICATES EXISTING SURFACE - uy :
CONTOUR AND LEVEL TO AHD. TT | —— a
S = | _
|S” EXISTING SURFACE SPOT LEVELS. ” Loilills _ — -
E INDICATES OVERHEAD ELECTRICITY Au ©
SUPPLY LINE Wid P &
—— —-= ~x. \
Ww INDICATES WATER MAIN APPROX 8 ;" * \ KEY
ALIGNMENT, BUILDER TO CONFIRM cc . 9 EX. SWPT EXISTING STORMWATER PIT
EXACT LOCATION PRIOR TO WORKS pe 2 RC. HW. REINFORCED CONCRETE HEADWALL
f EX. SMH — EXISTING SEWER MANHOLE
5 >= ! E.0.B. EXISTING EDGE OF BITUMEN
INDICATES APPROX LOCATION OF a! \ K &C EXISTING KERB & CHANNEL
EXISTING COUNCIL SEWER LINE 3 | Na. NRE AORN LEVEL
; INDICATES TELSTRA LINE APPROX 2. . es FLECTIAGAL POWER POLE
ALIGNMENT, BUILDER TO CONFIRM o| » O_o T
L258 KERB _EXISTING KERBING
EXACT LOCATION PRIOR TO WORKS 6 s Ss _ _ _ _ _ WM WATER METER
EP. \ SITE PLAN — SURVEY & EXISTING SERVICES
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.
fManu-——1_}——7_f'm1:100 © At
1:200 @ AS
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 40098 481 699,
C) Ste
DEBUILD TA
Tie: OPERATIONAL WORKS:
SURVEY & EXISTING
SERVICES.
Project
93 Mary Street
Noosaville
Date: Drawn Design
April 2018 GM
MS
; Checked: Drg No. Rev
| Sttenowsn |) | 28084-OWl | -
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Full text of sections 2 to 5 (of 9)
Section 2
3 1 2 7 19
2. 2. 2 . 14
2.
22 14 10
2. 2. 2 . 05
2.
MARY STREET 2
11
95
.
.
07 01
2
Line 2. 2. Marking 1
9 8 84
1. .93 1.
2 1.97 1
93
89
0 2
89
.
.
.
1
1
.8 1.8
1
1
81 78 0
1. 1. 1.8
8
.83
1.
.89
1 4
86
1
1.
91
1.
0
1.
89
9
79
.
9 88
89
1
8
1.
1
1.
.
1.
1.
2
77
2.
8
Overhead powerlines
87
1. 05 .03
1.
1. 6
2
5
82
.95
. 87 .89
1
1
2
1 1 TPG Pits
1 .
5
81
2
2.
93
96
03
1. 2.
.
89
.
99 1.9 2. 1.
95 .94
01
05
06 .03
.
.
.
.
Existing Concrete Pathway
.
05
1
1.
2.
Water 1
94 03 96 02
1
1
2.
2
05
2
H
stop BM: Nail in Kerb
96 .91
08 2.0
.
07
.
valve
1 1
RL: 2.00
2
1.
2.
06
95
WM WM
.
WM
.
89
2
1
5
1.
.02
13
1.
.0
86 1.
2
2
2.
2
93 1. 94
98 .28
1.
88 2 .13 .15
2 2
1
1.
.
95
96
1.
90
2. 1. 2. Paved Carpark
04 98 09
2. 2. 5
06 10 2. 2.2 2.
20 22
2.
05
2.
2 .
2.
07
27
2. 07
2. 2. 2. 05
12 09 06 2.
01
2.
12 2.
06
2.
04
2 .
2.
05
24
2.
20
2.
08
2.
two storey
1
2.
9
19
office building
2.
2.
2 .
05
10
22
2.
23
2.
10
2.
0 7
2.
0
2.
9
25
shed
2.
garden
07
2. 2.
19 16
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
a
ee
LOT 2 ON RP 802207
Level Datum AHD
Level Origin PSM19568, RL1.245m
+2
Paved Carpark
RP BOUKDARY
EXISTING BLOCK WALL
FENCE 26M HIGH TO REMAIN.
RP BOUNDARY
— — = Ss — = = T
= a se — — — 8
—+—— EXISTING 0.6M HIGH
TIMBER SLEEPER WALL
TO REAR BOUNDARY.
Qs.
, <+
Hd.
°
! Ww
D
| <
x
| ©
=
_{l Ly <0.
SHO | | | l oF
le
| ,
s, So
ale ose
°
®
&
a
hick
hicks
°
gL
Le
or
KEY
EX. SWPT EXISTING STORMWATER PIT
RC. HW. — REINFORCED CONCRETE HEADWALL
EX. SMH EXISTING SEWER MANHOLE
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 POWER POLE
KERB EXISTING KERBING
WM WATER METER
&.
Lie
Zit
80-120mm ROCK (NO FINES)
HARD STAND, OVERLAY
FOR DELIVERY’S DURING
CONSTRUCTION. TYPICAL.
CREATE OY HAR IN
TEMPORARY
FOR DIVERISION INTO
SILT FENCES. TYPICAL.
“a
www.dialbeforeyoudig.com.au
SA DIAL1100
BEFORE YOU DIG
P.
<4
——r's
\S
ARDSTAND
WwW
E
T
Ww
i
@te Pathway +2
to
S
Q
OK
%
Existing Cal
powerlines
E
Overhead
—
Water
stop
valve
LOT-2
RP. 802207
=+=——slt-— — SIL — — —slE- — — — sir — — —sitr— — — — sir — — — sl r- — — —sir— — ——sit——},
Vv
RP BOUNDARY
two storey |
office building |
SITE PLAN — SILT & SEDIMENT PROTECTION
Scale 1: 100@A1
Scale 1: 200@A3
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 NORTHERN BOUNDARY WHERE RUNOFF WILL DRAIN
THROUGH THE SILT FENCES AND HARD STAND.
INNO INSTANCE SHOULD THE ALLOTMENT DRAIN INTO THE
NEIGHBOURING ALLOTMENTS.
On
RP BOUNDARY
900(W) GEO-FABRIC SILT
FENCE, FIXED TO SPIKES AND ——s»
BURIED 300 INTO STABLE
GROUND.
SILT RETENTION
THE CONTRACTOR IS TO INSTALL APPROVED SILT
RETENTION FENCES PRIOR TO COMMENCING ANY
EARTHWORKS. THE FENCE |S TO BE CONSTRUCTED
ALONG THE LOWEST BOUNDARY AND RETURNED UP
SIDE BOUNDARIES TO ENSURE FULL STORMWATER
ENTRAPMENT. SURFACE RUNOFF FROM WITHIN THE
ALLLOTMENT MUST DRAIN TOWARDS THE FENCE AND
SHALL NOT ENTER NIEGHBOURING ALLOTMENTS
THROUGH THE USE OF SURFACE BUNDING OR
SCOUR PROTECTED DRAINS. THE FENCE MUST
600
1200(L) 50 SQ. HOWD
SPIKES, 1800 CTRS DRIVE
600 INTO GROUND. REMAIN IN PLACE UNTIL SUCH TIME THAT FINISHED
LANDSCAPING AND DRAINAGE MEASURES ARE
INSTALLED
SILT FENCE DETAIL
SITE DRAINAGE — CONSTRUCTION
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
0 1 2 3 4 5 ; Checked: Drg No. R
1:100 @ Al 3g
van T7200 @ AS | Seren |) |28084-OW2
DUST MOBILISATION FROM WIND ACTION
SITE CONTROL TO INCLUDE PROTECTION AGAINST THE
CARRIAGE OF SOIL SEDIMENT FROM WIND ACTIONS. SITE
FOREMAN TO COVER ALL STOCKPILES WITH HESION OR
SIMILIAR, PROVIDE SILT FENCING AROUND BASE OF
STOCKPILES
MAINTENANCE OF SILT PROTECTION
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
SUSCEPTABLE TO STORMWATER SCOUR.
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.
LEGEND
EXISTING SURFACE SPOT LEVELS.
—gr— SILT RETENTION FENCE TO DETAIL
INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES EXISTING SEWER LINE
E
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
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,
p Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
‘ABN 40098 481 699,
DEBUILD TA
Tite: QPERATIONAL WORKS:
SILT & SEDIMENT
PROTECTION.
Project
93 Mary Street
Noosaville
Date: Drawn Design
April 2018 GM
MS
Section 3
.22 .14 . 10 05
2 2 2 2 .
MARY STREET 2
07
.11 . 01 . 95
2.
2 Line 2 Marking 1
2 98 . 93 . 84
1. 3 1 1
89
8 9 97
9
.
80 .82
1.
.
1 1.
1.
1 1
84
83
.
89
1
86
.
1.
.
1
1
91
1.
1 .
79
89
.89 .88 .90
1. 1 1
1.
77 1 2.
8
Overhead powerlines
. 87
1. 05
1.
1 6
7
5
5
82
8
89
.9
.
1.
1
1
1. 1 TPG Pits
81 9
5
2
1 2.
93
03
1. 2.
.
8 2. 1. 96
99 1.9
.
95 .94
01
05
.
.
.
.
Existing Concrete 05
1.
2
Water 94 03 96 1.
02
1
1
2
2
05
1. 1.9 Pathway H
stop 6 BM: Nail in Kerb
7
08 2.0
0
.
valve .9
6
RL: 2.00
2
1. 1
2.
0
95
8 WM WM
.
9 WM
2
1.
1
3
.
02
1
05
1
1.
.
2.
86
2
2.
2.
1. 94
28
93
98
1.
88 2. 13
1. 1. 2.
96 95
1 .90
2. 1. 2. Paved Carpark
04 98 09
25
2.
2.
0
2.
2.
6
10 20
2.
05
2.
2.
2.
07
0
27
2.
7
2.
05
2. 09 2.
12 06 2.
01
2.
21
2.
06
2.
04
2
2.
.2
05
4
2.
20
2.
08
2.
two storey
2.
19
19
office building
2.
2.
2. 10
05
22
2.
23
2.
10
2.
07
2. 2.
25 09
shed
2.
0
garden
2. 7 2.
19 16
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 - At LEGEND. CONSTRUCTION NOTES
GENERAL:
1. DO NOT SCALE FROM THIS DRAWING,
a EXISTING SURFACE SPOT LEVELS. 2. ALL DIMENSIONS IN. MILLIMETRES
= 3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECTURAL
DRAWINGS.
ae INDICATES DEPTH OF CUT OR FILL 4, ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE ARCHITECTURAL
DRAWINGS ARE 10 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
FILL 0.9m AS NOTED
LOT 2 ON RP 802207
WORKS ARE IN ACCORDANCE WITH THE ATTACHED CRITICAL DEPTH LINE
Level Datum AHD E INDICATES OVERHEAD ELECTRICITY DIAGRAM.
Level Origin PSM19568, RL1.245m ~ SUPPLY LINE FILLING NOTES:
8 —THE SITE IS TO BE SCRAPED CLEAR OF ALL ORGANIC MATERIAL AND
= DEBRIS.
g yy, ——— INDICATES WATER MAIN APPROX TO ACHEVE A MMM RELATVE FELD DENSITY OF SER HE COMPACTON S
R ALIGNMENT, BUILDER 1 CONFIRM TH AN APPROVED PERT: SAND PENETROMETER FOR A DEPT OF 10m
oe e 7 EXACT LOCATION PRIOR TO WORKS BELOW EXCAVATED LEVEL. COPIES OF COMPACTION TEST RESULTS SHALL BE
< Sy Ces Ne) PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL.
. VY —THE FILL MATERIAL CLEAN GRANULAR MATERIAL (I.E. SAND TO A CLAYEY
BS. ree a> av av v — T NGKMENT weaker no cone SAND IN ACCORDANCE WITH ASI726) BE FREE OF ANY ORGANIC MATERIAL
o+ = “Y GY “ ; AND HAVE A CLAY CONTENT OF LESS THAN 12% (PLASTICITY INDEX LESS
+ RP BOUNDARY RW-01 THAN 25%, LINEAR SHRINKAGE OF 15%). THE PROPOSED MATERIAL IS TO BE
5 Z ZZ Z Z 7 Z Z EXACT LOCATION PRIOR TO WORKS INSPECTED BY SCG CONSULTING oe PRIOR TO ITS REMOVAL TO
K ENSURE ITS COMPATIBILITY.
a NY) Ss alec FILL 0.49m THE FILL IS TO BE PLACED AND COMPACTED IN ACCORDANCE WITH
0.5511 —y Vv , : , RW-O1 TYPE 1 RETAINING WALL REFER AS3798-1996 TO A LEVEL SUFFICIENT TO ACHIEVE A LEVEL 1 CERTIFICATION
UW — WITH A MINIMUM RELATIVE FIELD DENSITY OF 98% COPIES OF COMPACTION
—w ol wW 1 - - TTT a y DETAILS. TEST RESULTS SHALL BE PRESENTED TO SCG CONSULTING ENGINEERS FOR
fof / / fof / / / ff APPROVAL.
s a, y fff OOOO xo “FILLING AND COMPACTING ADJACENT EXISTING STRUCTURES IS TO BE IN
x< ls © / STRICT ACCORDANCE WITH THE ASSOCIATED DETAILS AND SPECIFICATIONS.
® 9 x AREAS WHERE EXISTING STRUCTURES OR TREES ARE REMOVED SHALL BE
Ss Vv ® BACKFILLED WITH THE APPROVED FILL MATERIAL COMPACTED IN ACCORDANCE
x L / Y WITH AS2870-1996 TO ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 98%
OG. HS y J % | EXISTING 600(H) TIMBER —ANY LOOSE OR SOFT MATERIAL UNCOVERED IN THE SITE PREPARATION
wee 4 1 J PROPOSED / SLEEPER RETAINING SHALL BE REMOVED AND REPLACED WITH THE APPROVED FILL MATERIAL
Ol S| / OFFICES & WALL TO REMAIN. CONPACTEDN ACCORDANCE WITH ASZ570-1885 TO ACHEVE A MRIUM
V Re a y / FFL 2.70 aS > —SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE ISTALLED PRIOR
/ / / . | 7] TO CONSTRUCTION COMMENCING.
MK a é / / e a ) 3/\/=
we J / J a
= Z LY Y JS | Zz
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2) ; ® He THIS FOOTING IS FOUNDED BELOW \& | DEPTH LINE AND IS UNSTABLE.
zo . : Ap ne CRITICAL DEPTH LINE AND IS STABLE. wre Uo |
a » 50500 ° ; | stBLE <K
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<l7 ¢ : - 7 - - =k PIERS OR UNDERPINNING FOUNDED BELOW THE M475 -omt— EXCAVATION OR OTHER TRENCH.
oP © AY RP BOUNDARY CRITICAL DEPTH LINE WOULD BE NEEDED TO ‘Ne |
>| nS Y Y SUPPORT ANY FOOTING THAT IS FOUNDED Nt |
ul g 1 — ~ 1 as) Re) ABOVE THE CRITICAL DEPTH LINE. _ |
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<ap ONG, D. . BP yy | CRITICAL DEPTH LINE THIS DETAIL ALSO APPLIES TO EXISTING FOUNDATIONS ON
< it <+ oO co. RS B NEIGHBOURING PROPERTIES. SHEET PILING MUST BE
24 S = INSTALLED WHERE EXISTING FOOTINGS WILL BE FOUNDED
| TP oO tl ABOVE ANY EXCAVATION CRITICAL DEPTH LINE
”~
| two storey
wi oH " wae . >
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9 Y ii
KEY Nn —| &
EX. SWPT EXISTING STORMWATER PIT “ oe oe | | 1/N12 TOP
RC. HW. — REINFORCED CONCRETE HEADWALL ] rl
= -
OB. BxISING EDGE OF BITUMEN - 3 JU _— _ + ]|__ GROUND LeveL
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FH. FIRE HYDRANT A \ ee _ MOVEMENT JOINTS AT
% % LAP BARS 500MM.
TP TELSTRA PIT \: UM JN (@ 8.0M CTRS.
EP. ELECTRICAL POWER POLE iy =; ‘
KERB EXISTING KERBING ®O
\ ALL CORES CLEARED
WM WATER METER & O
= QO BEFORE POUR VIA 6
— \ ;
oI WN 10mm JOINT, MASTIC STOP LINTEL/WALL BARS CLEAN-OUT BLOCKS. Revision | Desoript Dat
O° > / FILL IF WALL RENDERED. EACH SIDE OF JOINT GROUND LEVEL ‘evision | Description ate
| Issue:
a)
8 \ e ~ A a ©} -———— 200MM FREE DRAINING FOR APPROVAL
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE S = “A aS — BACKFILL WHH ACI PIPE
ONLY CONTRACTOR TO LOCATE ALL SERUCES Qf | = = TO OumLE, DO NOT SCALE FROM THIS DRAWING
” oO > ®O @O R16x600(L) GALV DOWELS ACROSS JOINT AT ALL ao The design and associated details contained on this and associated
ASUN ANCE WITH SAE AUTAORITY RESPONSIBLE > o a> TERMINATED WALL AND LINTEL BARS, GREASE ONE 3 S \ drawings are copyright and are not to be used or reproduced without
Lo — — —_ —_ — a i the written permission of SCG Consulting Engineers.
FOR THE SERVICE O =z END OF DOWEL AND FOAM CAP TO END, CAST-IN. A 5 8 lL tege TOP 40 core
ao . BS Unit 1/11 Project Ave,
MOVEMENT JOINT 10 WoO ——+ SCG Noosa Heads
TYPICAL SECTION 800 | 500 SLTITM TOP & BOTTOM g eralstniosopengnecs om
500 | 300 R6 LIGS AT 900 CTRS 3 \ webswiwscgeninees com
SITE PLAN — EARTHWORKS & RETAINING WALLS vm OPERATIONAL WORKS:
www.dialbeforeyoudig.com.au Scale 1 : 100041 500 B
ey EARTHWORKS. & RETAINING
— Nn
ZX RW-01 ~ BLOCK RETAINING WALL WALLS.
\/ TYPICAL SECTION Project
CONTRACTOR TO LOCATE ALL SERVICES PRIOR TO
COMMENCING WORKS ON SITE. ALL SERVICES ARE
93 Mary Street
TO BE PROTECTED IN ACCORDANCE WITH THE i
AUTHORITY RESPONSIBLE FOR THE SERVICE Noosaville
:
SAY DIAL 1100
Wy BEFORE YOU DIG
Date: Drawn Design
April 2018 GM
MS
0 1 2 3 4 5 ; Checked: Drg No. Rev
1:100 @ Al 3g
wan T7200 @ AS | SReheson |) |28084-OWS
Section 4
9
7 4
1
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5
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19 16
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]
KEY
EX. SWPT EXISTING STORMWATER PIT
DRAWING SIZE — Al
=O NEW BRANCH FROM WATER v wi
If MAIN TO HYDRAULIC EX
a ENGINEERS. SPECIFICATIONS. E08.
CONNECTION 10 BE 10 K &
UNITY WATER STANDARDS. MSL.
Pema NEW MASTER METER IN is
Level Origin PSM19568, RL1.245m ENONEERS ETA KERB
| REFER TO HYDRAULICS
CONSULTANT FOR
|. , | val NTERNAL WATER SUPPLY
: = tO) & FIRE HYDRANT SUP
LS Ve 4 RETICULATION. e: ”
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LINE, REFER TO. HYDRAULIC E “J. A,
KR CONSULTANTS DESIGN & E Ve
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21 | <4 S| BLOCK RETAINING WALL REFER
TP | O ol Drq OWS FOR DETAILS. ——
two storey |
‘ 2 + office building |_|
| ® = a” ‘ | -
MAXIMUM CROSS-FALL OF 1 in 40 ON ALL
FOOT-PATHS AND INTERNAL PEDESTRIAN
PATHS AND RAMPS
www.dialbeforeyoudig.com.au
SAS DIAL1100
By BEFORE YOU DIG
SITE PLAN — WATER SUPPLY & SEWER CONNECTION
Scale 1: 200
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
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
REINFORCED CONCRETE HEADWALL
EXISTING SEWER MANHOLE
EXISTING EDGE OF BITUMEN
FALL.
EXISTING KERB & CHANNEL
NATURAL SURFACE LEVEL
FIRE HYDRANT
TELSTRA PIT L874)
ELECTRICAL POWER POLE
EXISTING KERBING
E
W
LEGEND
EXISTING SURFACE SPOT LEVELS.
INDICATES DIRECTION OF FALL
TO FINISHED SPOON DRAINS.
INDICATES PROPOSED FINISHED
SURFACE LEVELS
INDICATES OVERHEAD ELECTRICITY
SUPPLY 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 OR EXISTING AS NOTED
MIN 1 IN 100 FALL UNLESS NOTED
OTHERWISE
INDICATES EXISTING SEWER LINE
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 10 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.
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 N32 IN ACCORDANCE WITH AS 1379 AND AS 3600
6. REINFORCEMENT FABRIC TO AS 1304, PLACED CENTRAL SLAB DEPTH.
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 EDGE OF
CURVE
10. ALL SERVICES TO BE LOCATED AND PROTECTED AS REQUIRED PRIOR TO
WORK COMMENCING
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 40098 481 699,
C) Ste
DEBUILD TA
Tie: OPERATIONAL WORKS:
WATER SUPPLY AND
SEWERAGE CONNECTION
Project
93 Mary Street
Noosaville
Date: april 2018 | OGM | Desi” ys
mn 1:200 @ AS S Richardson 28084—-0W4 .
Section 5
9
20
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2.
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05 24
2.
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19 2.
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office building
2.
2.
0
2. 10
5
22
2.
2 3
2.
10
2.
07
2 .
2.
09
25
shed
2.
0
garden
2. 7 2.
19 1 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
LEGEND
ae + EXISTING SURFACE SPOT LEVELS.
LOT 2 ON RP 802207
Level Datum AHD
Level Origin PSM19568, RL1.245m
INDICATES DIRECTION OF FALL
TO FINISHED SPOON DRAINS.
FALL.
& E INDICATES OVERHEAD ELECTRICITY
REPLACE EXISTING CONCRETE 8 SUPPLY LINE
FOOT PATH AND TAPERED AT &
FISH AT NATURAL SURFACE _ W INDICATES WATER MAIN. APPROX
oe ALIGNMENT, BUILDER TO CONFIRM
TEANSIEONS AND KO TRIP RY Sy A b a a EXACT LOCATION PRIOR TO WORKS
HAZARDS. wav v v ,
g Vv “%V ‘Vv INDICATES TELSTRA LINE APPROX
O. RP BOUNDARY T
° Fi ALIGNMENT, BUILDER TO CONFIRM
| — “nO || _— | iS nn nn NN | BINS AREA it” “| EXACT LOCATION PRIOR TO WORKS
AY v BINS AREA.
” ! a a ae y *. | PROVIDE DRAINAGE PIT FOR CONNECTION TO PROPOSED OR EXISTING be NOTED
NEW KERB & CHANNEL : | —" / fo / f/f / / J 15) (WS) THY. @ | SEWER MAIN. PROVIDE BUND SURROUND 10
TO BE IN ACCORDANCE §=§ ——————4 / / / / / / / é 4 | NO LY MIN 1 IN 100 FALL UNLESS NOTED
WITH COUNCIL STANDARD | / e ) J y if DIVERT SW RUNOFF AWAY FROM AREA. REFER OTHERWISE
DETAILS _ | $ i | a / BOLLARD AND ys g / 2 * | TO HYDRAULIC CONSULTANTS DETAILS.
oN lac DS C PAINTED CHEVRONS PROPOSED Pe J DS .
‘ A | | a a i, al S | LA AS PER STANDARDS, ices J [ps] % | INDICATES EXISTING SEWER LINE
FDOT PATH. CUT AND REMOVE : a =H eS e ian Wo | __(Ts})_ DENOTES WET TOOLED JOINT T0
~ EXISTING FOOT PATH K [ | =| oe BX fg Vv if = TERRACE SLAB, REFER 10 DETAILS
+e eS o / 3
: B ol is oo | | Z™ v J v a ilh (CP) oenotes sau CUT DANLEY
DN | = Ox OSP so 00 700 ro a00 TY = JOINT TO DETAIL
1~ “es Ly t “i | + “ re] a J Sf, oY JL f/f, Lf f SL Sf SS Sf we &
DRIVEWAY CROSSOVER IN al cS _ _ _ Z Z W c C Z Z _ _ _ _ _ | STORM WATER DRAINAGE 150 THK. DRIVEWAY SLAB ON
ACCORDANCE WITH IPWEA FH Tu. | Tu. iW PITS IN DRIVE WAY COMPACTED MATERIAL, SL82 MESH,
sD DRG O06) (Tre A 1s Ke N Hy ! ' 1 | : REFER DRG SWI. TOP 40 COVER, FLEXIBLE JOINT
H \ Le | - AGAINST MASONRY /CONCRETE.
WY a Ky = o s | =: | | |-
a EH a 3 - = S| = | : CONTROL IOINT =PIREZ Fa __DENOTES PRE CAST CONCRETE
PROVIDE SMOOTH JOINT TO NEW SN EA e ‘FLOW INVERT 3! P50 SEALANT \ 150 THICK (ws) WHEEL STOPS, LOCATION AS NOTED
MAX 1h 40 CROSS FALL Oo zh ! © | © ay ae | DRIVEWAY S.AB ON PAN
DRIVEWAY WHERE FOOTPATH Xe | = Q Vv Ww y Iq ~ : j + BINS AREA
AS .
TRESS NJ BP: “o. oe sami 600 | we x yin a a00 | 0 BINS AREA]|| PROVIDE DRAINAGE PIT FOR CONNECTION To
e | =. S. oe ut BO. f Z Y , - SEWER MAIN. PROVIDE BUND SURROUND TO
CUT AND REMOVE THE EXSTING <3 Oe, oe it Ei 4 Ty 1 Ty. 4 ’ TW V IAP CUT EVERY 2nd SL82 MESH DIVERT SW RUNOFF AWAY FROM AREA.
Ps “s 5 | —_ CHAIRED MIDDLE
FOOT PATH FOR NEW DRIVE = c IT IW WIRE ALONGLINE
WAY CROSS OVER | OF JOINT
| Q Aer oP garden (iy TJ) TOOLED JOINT DETAIL
EXISTING TELESTRA | x2 r 9 r r , shed ie satu
PITS TO BE RAISED | | DS y ~ 9 DS DS N-
- | [ps| e eS ‘Vv 3 -p5| | [os 0s | f DANLEY ROUND DOWEL 25mm SAW CUT GREEN 40 | 110
ae \ | | © | bo | | e 0 | Le CRADLE R16x300(L) @ ANT EPIREZ P5-50
\ | - 3 V 3 . } 300 CTRS
NEWS WOE ® H (98) ch ob ews (i) (way S” |) w= | os) = Fi) | vs) (is) H 125 THICK
> CONCRETE FOOT = I [ Go i 1 fic 1 w— | 0 1 1 1 io i 8
PATH. Z 4 | 4 Se < oO) ete eee a ee ee hee ee ee ee DRIVEWAY SLAB. anety ©
. a | < - f x0 © NG RP BOUNDARY vat
ZR. o. | Oo 2 2
CUT AND REMOVE EXISTING . OH, otc Ve | An a ° p Ne) Z
FOOT PATH. NEW 1.5(W) FOOT : BITRE ROAD TO EE ” Zz I Vv Vv DANLEY 25mm GROUND STOP MESH 50mm FROM 150
PATH 10 EXTEND THROUGH T0 EXTENDED ACROSS FRONT OF Vy | HATCHING DENOTES 150mm THICK Se _ CRACK INDUCER EACH SIDE OF JOINT.
EXISTING ADJOINING DRIVE WAY SITE. al we GRASSCRETE (PERMEABLE DRVEWAY, |
AT #51 MARY STREET. ENSURE | — | |
SuCoTH TRANSITIONS AND TRIP x Le dp. RESERVE. REFER TO MANUFACTURERS - - —— — (CDJ) DANLEY DOWELLED JOINT DETAIL SECTION ~ BARRIER KERB
_——-HAZARDS. REV C cp Se. mene SPECIFICATIONS.
: : EX. SWH Fy BLOCK RETAINING WALL REFER | | REFER DRG Co FOR TYPICAL
. e) ny Drg OW3 FOR DETAILS. ——. DRIVEWAY CROSSFALLS
| . 2 oe uti = a ilo.
MAXIMUM CROSS-FALL OF 1 in 40 ON ALL G -— ene EXTEND SUB-BASE 150mm
FOOTPATHS. AND TERHAL PEDESTRIAN 5 , | 2 / | 3 sassep EDCE OF BTUMEN
A 4 oO \S/ | [-—|
we n Ke / [— pom SUBGRADE PREPERATION,
CONSTRUCTION NOTES DETERMINED REFER GENERAL NOTES
WANS TRUM TIN BES. - ON-SITE
ase SITE_PLAN — PROPOSED DRIVEWAY JOINTS AND DETAILS sA\EuENT yATERAs
2. AL DMENSIONS WML METRES Scale 1: 100081 25mm ASPHALTIC SURFACING
3, SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECTURAL Scale 1: 200@A3 150 — BASE COURSE TYPE 2.1 CBR 80
4 ANY OISREPANCES BETHEN THESE DRAWNG AND THE ARCHITECTURAL N/R — SUB-BASE COURSE TYPE 2.3 CBR 45
eh ee CORA Tome a ses aun 0] | MLINE WINE JOU | SUB-GRADE PREPERATIN IN ACEERDANGE Ws
WITHIN AND ADJACENT THE ALLOTMENT AND SHALL ENSURE THAT ALL NEW COMMENCING WORKS ON SITE, ALL SERVICES ARE TRAFFIC CONTROL DEVICES. & AS 28901 SPECIFICATION/NOTES ¢TFooT PATH wDTH REDUCED 1.5m | 27.04.2020
wae IN ACCORDANCE WITH THE ATTACHED CRITICAL DEPTH LINE TO BE PROTECTED IN ACCORDANCE WITH THE PARKING FACILITIES PART 1: OFF-STREET CAR B ROAD FRONTAGE CHANGED. 04.05.2018
FOOTPATHS AND DRIVEWAYS: KE AUTHORITY RESPONSIBLE FOR THE SERVICE PARKING TYPICAL PAVEMENT SECTION A FOOT PATH CHANGED TO 2.0m WIDE| 30.04.2018
1, EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL Revision | Description Date
2. CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES EX. SWPT EXISTING STORMWATER PIT issue:
TAMAS, 2 STAIPNG rn” THK EXCLUDING ANY FINISHED RC. HW. REINFORCED CONCRETE HEADWALL CONTRACTOR TO TOPSOIL AND TURF ANY CONTRACTOR TO REPAIR/REINSTATE. ANY FOR APPROVAL
4. CONCRETE SURFACE TOLERANCE +5.0mm OVER 3.0m aM AIING se oh OMEN DISTURBED OR DAMAGED AREAS OF THE ROAD DAMAGED AREAS OF EXISTING FOOTPATHS,
5. CONCRETE N32 IN ACCORDANCE WITH AS 1379 AND AS 3600 .0.B. RESERVE ADJACENT THE CONSTRUCTION SITE 2 3
6. REINFORCEMENT FABRIC TO AS 1304, PLACED CENTRAL SLAB DEPTH. K&C EXISTING KERB & CHANNEL s KERB é& CHANNELS TO COUNCIL STANDARDS = 2 DO NOT SCALE FROM THIS DRAWING
7. EXPANSION JOINTS TO BE 10mm WIDE WET TOOLED WITH EVERY 2ND MESH NS.L NATURAL SURFACE LEVEL S o The design and associated details contained on this and associated
WIRE CUT ALONG JOINT. a Ss drawings are copyright and are not to be used or reproduced without
FAH. FIRE HYDRANT a 7 wy y ie written permission of ‘onsultin ineers.
en ee ne : CPP saa ven, eae rans
CURVE a a nit roject Ave.
10, ALL SERVICES TO BE LOCATED AND PROTECTED AS REQUIRED PRIOR TO oe AYISTNG KERBINE. Pole : 1500 TRANSITION 2000 FOOTPATH 3 WIHIN PROPERTY ne - GENERAL NOTES “y SCG Noosa Heads’
WORK COMMENCING a 2 .
y 3 DEPTH s snatsdnnscyengnea.cm
= 5 = DETERMINED 2 ews web: www.scg-engineers.com
S68 & ON-SITE i rama
. . Ze SL82 MESH = — ;
www.dialbeforeyoudig.com.au SAW CUT EXISTING KERB MIDDLE 23:40 MAX ap 1 __ PAVEMENT MATERIALS Tie: OPERATIONAL WORKS:
CHANNEL 50 MIN DEPTH AT ot [SS <M] -150mm N25 CONCRETE PAVEMENT, SL82 MESH MIDDLE DRIVEWAY JOINTS &
~ INVERT-BREAKOUT & REMOVE as ee cane _——— j A soreus CONTROL JOINT. -100 THK COMPACTED BASE COURSE SAND OR CRUSHER DUST DETAILS
N BACK OF KERB. ne a ae Xo \ TRANSITION TO DRIVEWAY —SUB-GRADE PREPERATION IN ACCORDANCE WITH
“ ONE AND SEO A SLAB THICKNESS AS PER SPECIFICATIONS /NOTES Project
BEFORE YOU DIG ST & OETALS. . um 93 Mary Street
TYPICAL SECTION ~ DRIVEWAY CROSS OVER DRIVEWAY CARPARK PAVEMENT SECTION Noosaville
Date:, Drawn Design
April 2018 GM MS
0 1 2 3 4 5 Checked: Drg No. Rev
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The text continues on section 6.