Council archive · source document
Attachment E - SCG revised plans · MCU18/0078
Attached to the e-mail MCU18/0078 and OPW18/0117 Response to information Request.msg.
Plans and drawings: the text below has words only, no drawings.
.
Rev.
web:www.scg-engineers.com
email:[email protected]
Design: TH
Noosa Heads
SURVEY & EXISTING SERVICES
Unit 1/11 Project Ave,
28064-OW1.1
Ph (07) 5455 5604
Date
.
ABN 40 098 481 899
OPERATIONAL WORKS:
Drawn: GM
165 Gympie Terrace
Drg No.
Noosaville
Description
Date: Apr 2018
.
Checked:
Issue:
Project
Revision
Title:
DEBUILD T/A
.
Rev. - 10.06.16
1.61 1.57 Traffic Island Traffic Island
1.49 1.44 1.41 1.39
GYMPIE TER1R
.40
AC
E
1.46 1.42
1.33 1.28 1.24 1.36
1.48 Driveway
1.40 1.42 1.38
1.55 1.54
Conc Path
1.56
1.60
1.47 1.67
TR_35 TR_37 TR_38 TR_45
TR_36
Concrete
TR_44
6
1.4
TR_43
5
1.5
60 TR_42
1.
Tracks
TR_41 Lowset brick dwelling
TR_40 TR_54
TR_39
2
Lowset Timber Dwelling
1.6
4
1.6
2 Storey
Dwelling
7
8.45
1.8
Fascia Level
TR_53
ll
block retaining wa
FibroShed TR_33
TR_32 TR_52
TR_34
8
1.7
2.66
Top of wall 0
1.8
TR_31
TR_51
TR_30
7
1.7
2 Storey 8.45 TR_50
TR_28
Dwelling Fascia level TR_20 TR_21 TR_27
TR_25 TR_29
TR_22
TR_23 TR_26
TR_24
0
TR_19 2
1.7
1
1.5
1.5
1.67 TR_16
TR_18
TR_17 1.6
6
0
1.4
TR_6 TR_12
TR_9
1
TR_4
1.5
1.51 TR_8 TR_14
TR_5 TR_15
2.64
[OCR of page images]
DRAWING SIZE - A2
HEIGHT DATUM
LOT 2 ON RP 87781
Level Datum AHD
Level Origin PSM19568, RL 1.335m
Survey information provided by
Wolter Consulting Group’
-—==2= =
LEGEND
_-—_ INDICATES EXISTING SURFACE
CONTOUR AND LEVEL TO AHD.
S
Y EXISTING SURFACE SPOT LEVELS.
INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM
EXACT LOCATION PRIOR TO WORKS
INDICATES EXISTING SEWER LINE
INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM
EXACT LOCATION PRIOR TO WORKS
pb
oO
oe
EXISTING DWELLING ON
NEIGHBOURING SITE.
Buyjjamg
faioys z
Buyjamg
Aalog 2
Spe!
a
&
2
5
&
2
s
j lem Jo doy
99°72
block retaining wall
Pays ougiy |
4
Sve
[9097 Blase,
_.__®P. BOUNDARY
—-+
| EXISTING SHED TO
| BE DEMOLISHED.
SITE PLAN — SURVEY & EXISTING SERVICES
Scale 1: 200
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
NEIGHBOURING SITE.
y@Smoq
2 e@ ‘ ®
: z L Wp = -
4 a »\ ae x gyoe, ~~ 91810009
lo &> x le =
Ss ® EXISTING DWELLING a
a TO BE DEMOLISHED. a
& | Lowset Timber Dwelling ‘3
“y ae i 2 co
s - RP87781 2
Zo
Wel
‘\ oF RP. BOUNDARY
RES i
= r vt
Y Ss f EXISTING DWELLING ON
RP. BOUNDARY
BFL
eeL
Temanug
9bb
KERB
GYMPIE TERRA CE
Ohh
eT
rb
gel"
19")
CONSTRUCTION NOTES
GENERAL:
1. DO NOT SCALE FROM THIS DRAWING.
2. ALL DIMENSIONS IN MILLIMETRES
3. SETTING OUT DIMENSIONS ARE 10 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.
+
4
oy,
; +
\g KE
8) | EX. SWPT EXISTING STORMWATER PIT
Oo RC. HW. REINFORCED CONCRETE HEADWALL
EX. SMH — EXISTING SEWER MANHOLE
EX. SWMH EXISTING STORMWATER MANHOLE
E.0.B. EXISTING EDGE OF BITUMEN
K&C EXISTING KERB & CHANNEL
N.S.L. NATURAL SURFACE LEVEL
F.H. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL POWER POLE
KERB EXISTING KERBING
Revision | Description Date
Issue:
FOR APPROVAL
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
C) St
‘ABN 40 098 481 899
Title: OPERATIONAL WORKS:
www.dialbeforeyoudig.com.au SURVEY & EXISTING SERVICES
Project 165 Gympie Terrace
vy DIAL1100 Noosaville
"Wy BEFORE YOU DIG Date: Apr 2018 | Drawn: GM] Design: TH
0 1 2 3 4 5 =| Checked: Drg No. Rev
nun 1__1m 200 @ A2 : Pred SBS 28064-OW1.1| .
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Page 2
.
Rev.
web:www.scg-engineers.com
email:[email protected]
Design: TH
Noosa Heads
Unit 1/11 Project Ave,
28064-OW2.1
Ph (07) 5455 5604
SILT & SEDIMENT CONTROL
Date
.
ABN 40 098 481 899
OPERATIONAL WORKS:
Drawn: GM
165 Gympie Terrace
Drg No.
Noosaville
Description
Date: Apr 2018
.
Checked:
Issue:
Project
Revision
Title:
DEBUILD T/A
.
Rev. - 10.06.16
1.61 1.57 Traffic Island Traffic Island
1.49 1.44 1.41 1.39
GYMPIE TER1R
.40
ACE
1.46 1.42
1.33 1.28 1.24 1.36
1.48 Driveway
1.40 1.42 1.38
1.55 1.54
Conc Path
1.56
1.60
1.47 1.67
TR_35 TR_37 TR_38 TR_45
TR_36
Concrete
TR_44
6
1.4
TR_43
5
1.5
60 TR_42
1.
Tracks
TR_41 Lowset brick dwelling
TR_40 TR_54
TR_39
2
Lowset Timber Dwelling
1.6
4
1.6
2 Storey
Dwelling
7
8.45
1.8
Fascia Level
TR_53
ll
block retaining wa
FibroShed TR_33
TR_32 TR_52
TR_34
8
1.7
2.66
Top of wall 0
1.8
TR_31
TR_51
TR_30
7
1.7
2 Storey 8.45 TR_50
TR_28
Dwelling Fascia level TR_20 TR_21 TR_27
TR_25 TR_29
TR_22
TR_23 TR_26
TR_24
0
TR_19
2
1.7
1
1.5
1.5
1.67 TR_16
TR_18
TR_17 1.6
6
0
1.4
TR_6 TR_12
TR_9
1
TR_4
1.5
1.51 TR_8 TR_14
TR_5 TR_15
2.64
[OCR of page images]
DRAWING SIZE - A2
LOT 2 ON RP 87781
Level Datum AHD
Level Origin PSM19568, RL 1.335m
LEGEND
INDICATES EXISTING SURFACE
CONTOUR AND LEVEL TO AHD.
©
Y EXISTING SURFACE SPOT LEVELS.
INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM
EXACT LOCATION PRIOR TO WORKS
INDICATES EXISTING SEWER LINE
INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM
EXACT LOCATION PRIOR TO WORKS
SILT RETENTION FENCE TO DETAIL
————sLtE
www.dialbeforeyoudig.com.au
P|
SA DIAL1100
"Wy BEFORE YOU DIG
Ph ub
Ay
a
8
EXISTING DWELLING ON
{ NEIGHBOURING SITE.
Buyjamg
Kass z
Suyjamg
Aaiors 2
sre
lana] elosey
Spe!
fee] eloseg
EX.SMH gy
Ss ea a8 block retaining wall RP
g aE RP. BOUM
1 Gn oe
y “| # | EXISTING SHED TO
e\ @ | BE DEMOLISHED.
oS | 255 a
2 2 o EXISTING TREES ON i
SB eS SITE TO BE REMOVED: SS
oth wa x
“ §| te EXISTING DWELLING
8 TO BE DEMOLISHED.
Lowset Timber Dwelling
2
RP87781
Des ULR.P.
WSS
LiL.
\ eo7uL
Zo
o>
94
SITE PLAN — SILT & SEDIMENT CONTROL
Scale 1: 200
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
ONLY CONTRACTOR TO LOCATE ALL SERVICES
900(W) GEO-FABRIC
PRIOR TO COMMENCING WORKS ON SITE. ALL
SILT FENCE, FIXED TO
SPIKES AND BURIED 300
INTO STABLE GROUND.
SERVICES ARE TO BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY RESPONSIBLE
FOR THE SERVICE
1200(L) 50 SQ. HDWD
SPIKES, 1800 CTRS DRIVE
600 INTO GROUND. Te
FI
96 UY)
Leu)
eer.
zL
GYMPIE TERBACE
EXISTING DWELLING ON ZA
NEIGHBOURING SITE. “
yasmo7
9EL"
SILT RETENTION
THE CONTRACTOR IS TO INSTALL APPROVED SILT
RETENTION FENCES PRIOR TO COMMENCING ANY
EARTHWORKS. THE FENCE IS 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 REMAIN IN PLACE UNTIL SUCH
TIME THAT FINISHED LANDSCAPING AND DRAINAGE
MEASURES ARE INSTALLED
SILT FENCE DETAIL
ort
y
5
3
=
a
a
CREATE BUNDING IN
TEMPORARY HARDSTAND
FOR DIVERISION INTO
SILT FENCES. TYPICAL.
80-120mm ROCK (NO FINES)
_____ HARD STAND OVERLAY
FOR DELIVERY'S DURING
CONSTRUCTION. TYPICAL.
CONSTRUCTION NOTES
GENERAL:
1. DO NOT SCALE FROM THIS DRAWING.
2. ALL DIMENSIONS IN MILLIMETRES
3. SETTING OUT DIMENSIONS ARE 10 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.
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
CONSTRUCTED STORM WATER PITS WITHIN THE SITE ARE 10
BE COVERED UNTIL THE SITE IS COMPLETED OR 10 BE
FITTED WITH SILT PROTECTION MEASURES TO THE APPROVAL
OF THE ENGINEER
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.
KE
EX. SWPT EXISTING STORMWATER PIT
RC. HW. — REINFORCED CONCRETE HEADWALL
EX. SMH — EXISTING SEWER MANHOLE
EX. SWMH EXISTING STORMWATER MANHOLE
E.0.B. EXISTING EDGE OF BITUMEN
K&Cc EXISTING KERB & CHANNEL
NS.L. NATURAL SURFACE LEVEL
FH. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL POWER POLE
KERB EXISTING KERBING
Revision | Description Date
Issue: FOR APPROVAL
wy ) SC G Unit 1/11 Project Ave,
web:www.scg-engineers.com
‘ABN 40 098 481 899
Noosa Heads
Ph (07) 5455 5604
Title: OPERATIONAL WORKS:
SILT & SEDIMENT CONTROL
email:[email protected]
Project 165 Gympie Terrace
Noosaville
Date: Apr 2018 Drawn: GM Design: TH
° Checked: Drg No. Rev
«| S Reoraso 28064-OW2.1) .
Page 3
28064-OW3.1 A
Rev.
Design: TH
STORMWATER PITS REMOVED 14.06.18
web:www.scg-engineers.com
email:[email protected]
Noosa Heads
Unit 1/11 Project Ave,
Ph (07) 5455 5604
Date
ABN 40 098 481 899
OPERATIONAL WORKS:
EARTHWORKS PLAN
Drawn: GM
165 Gympie Terrace
Drg No.
Noosaville
Description
Date: Apr 2018
Checked:
Issue:
Project
Revision
Title:
A
DEBUILD T/A
Rev. - 10.06.16
1.57 Traffic Island Traffic Island
1.49 1.44 1.39
1.41
GYMPIE TERRAC1.40
E
1.42
1.33 1.46 1.28 1.24 1.36
1.48 Driveway
1.42 1.38
1.54
Conc Path
1.56
1.60
1.47 1.67
TR_35 TR_38 TR_45
TR_36 TR_37
Concrete
TR_44
6
TR_43
1.4
5
1.5
60 TR_42
Tracks
1.
TR_41 Lowset brick dwelling
TR_40 TR_54
TR_39
2
1.6
Lowset Timber Dwelling
4
1.6
2 Storey
Dwelling
8.45
7
1.8
Fascia Level
TR_53
block retaining wall
TR_33
Fibro Shed
TR_32 TR_52
TR_34
8
1.7
2.66
Top of wall 0
1.8
TR_31
TR_51
TR_30
7
1.7
2 Storey TR_50
8.45 TR_28
Dwelling Fascia level TR_21 TR_27
TR_20
TR_25 TR_29
TR_22
TR_23 TR_26
TR_24
TR_19
0
2
1.7
1
1.5
1.5
1.67
TR_16
TR_18
TR_17 1.6
0
6
1.4
TR_6 TR_12
TR_9
TR_4 TR_14
1
1.51
1.5
TR_5 TR_8 TR_15
2.64
Page 4
28064-OW4.1 .
Rev.
web:www.scg-engineers.com
email:[email protected]
Design: TH
Noosa Heads
Unit 1/11 Project Ave,
Ph (07) 5455 5604
Date
.
ABN 40 098 481 899
OPERATIONAL WORKS:
DRIVEWAY & ACCESS
Drawn: GM
165 Gympie Terrace
Drg No.
Noosaville
Description
Date: Apr 2018
.
Checked:
Issue:
Project
Revision
Title:
DEBUILD T/A
.
Rev. - 10.06.16
1.57 Traffic Island Traffic Island
1.49 1.44 1.41 1.39
GYMPIE TER1R
.40
ACE
1.46 1.42
1.33 1.28 1.24 1.36
1.48 Driveway
1.42 1.38
1.54
Conc Path
1.56
1.60
1.47 1.67
TR_35 TR_37 TR_38 TR_45
TR_36
Concrete
TR_44
6
1.4
TR_43
5
1.5
60 TR_42
1.
Tracks
TR_41 Lowset brick dwelling
TR_40 TR_54
TR_39
2
Lowset Timber Dwelling
1.6
4
1.6
2 Storey
Dwelling
7
8.45
1.8
Fascia Level
TR_53
ll
block retaining wa
FibroShed TR_33
TR_32 TR_52
TR_34
8
1.7
2.66
Top of wall 0
1.8
TR_31
TR_51
TR_30
7
1.7
2 Storey 8.45 TR_50
TR_28
Dwelling Fascia level TR_20 TR_21 TR_27
TR_25 TR_29
TR_22
TR_23 TR_26
TR_24
0
TR_19
2
1.7
1
1.5
1.5
1.67 TR_16
TR_18
TR_17 1.6
6
0
1.4
TR_6 TR_12
TR_9
1
TR_4
1.5
1.51 TR_8 TR_14
TR_5 TR_15
2.64
[OCR of page images]
DRAWING SIZE - A2
0 ==22 = =
LOT 2 ON RP 87781
Level Datum AHD
Level Origin PSM19568, RL 1.335m
re)
a Ta
2
a
“ SUBGRADE PREPERATION, REFER
E GENERAL NOTES
DEPTH
DETERMINED
ON-SITE
PAVEMENT MATERIALS:
—125mm N25 CONCRETE PAVEMENT & PRECAST—PAVERS, SL82 MESH MIDDLE
-250 THK COMPACTED ROAD BASE
-SUB-GRADE PREPERATION IN ACCORDANCE WITH SPECIFICATIONS/NOTES
DRIVEWAY CARPARK PAVEMENT SECTION
LEGEND
_——_ INDICATES EXISTING SURFACE
CONTOUR AND LEVEL TO AHD.
S
Y EXISTING SURFACE SPOT LEVELS.
INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM
EXACT LOCATION PRIOR TO WORKS
INDICATES EXISTING SEWER LINE
INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM
EXACT LOCATION PRIOR TO WORKS
125 THK. DRIVEWAY SLAB ON COMPACTED
MATERIAL, SL82 MESH, TOP 40 COVER,
FLEXIBLE JOINT AGAINST
MASONRY /CONCRETE.
TERRACE SLABS AS DETAILED BY
STRUCTURAL ENGINEER.
DENOTES WET TOOLED JOINT TO TERRACE
SLAB, REFER TO DETAILS
DENOTES FORMED KEY JOINT TO DRIVEWAY
SLAB, DETAIL TO DETAILS
INDICATES PROPOSED FINISHED
SURFACE LEVELS
www.dialbeforeyoudig.com.au
P|
DIAL1100
BEFORE YOU DIG
MAXIMUM CROSS-FALL OF 1 in 40 ON ALL
FOOT-PATHS AND INTERNAL PEDESTRIAN
PATHS AND RAMPS
CONTRACTOR TO TOPSOIL AND TURF ANY
DISTURBED OR DAMAGED AREAS OF THE ROAD
RESERVE ADJACENT THE CONSTRUCTION SITE
Bbw
oO
ULR.P. BOUNDARY.
ara”
rr
eo
a9.
Ss
Burjamq
Spe! fang 2
[9A9] Blosey
[997 eloseg
2
EX.SMH gy
a
(Se ali block etaining wall
Pp OO =H
- =|
I el
| peus ogy
Spe!
Buyjamg
Aaiolg z
_P. BOUNDARY
SI
BFL
EEL
Lowset Timber Dwelling
UNIT 2
FFL 2.70 2
RP87781
- ‘AeMaAud
SITE PLAN — DRIVEWAY
Scale 1: 200
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
_ NOMINAL
KERB LINE
1.5m (Min) @ 1 in
25
SAW CUT AND
BREAKOUT
BACK OF KERB
\ Sonn COMPACTED
& ACCESS
ALL LINE MARKING TO BE IN ACCORDANCE
WITH THE QUEENSLAND MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES & A.S 2890.1
PARKING FACILITIES PART 1: OFF-STREET CAR
PARKING
8 SLAB MESH
MIDDLE
NO CONTROL
JOINT.
SAND BED
RESIDENTIAL CROSSOVER — LAYBACK KERB
40mm TOP COVER
DRIVEWAY SLAB
125mm _ THK
SL82 MESH
QL
[ JOINT.
LLLLEL LLL LEX, }
CONTROLLED, AKL
WET TOOLED
125mm
ALONG LINE OF JOINT
(TJ) TOOLED JOINT RESIDENTIAL
150(D) CONNOLLY
KEY JOINT PROFILE.
rrr PT,
COMO TEE Z
R12 (GALV.) DOWELS,
800 CTRS.
125 THICK
SLAB.
Z STOP MESH 50mm
FROM JOINT.
(KJ) DANLEY KEY JOINT DETAIL
LOWER SLAB MESH TO MAINTAIN
40mm TOP COVER CUT EVERY
SECOND WIRE 50mm CLEAR
= DRIVEWAY CROSSOVER IN
«i ACCORDANCE WITH IPWEA
STD DRG R-0050 AND
COUNCIL REQUIREMENTS
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
DEMOLISH & REMOVE
EXISTING CROSSOVER
‘. & RE-INSTATE KERB &
z A CHANNEL.
EI]. | B+
S| f CONTRACTOR TO REPAIR/REINSTATE ANY
2s ; ha DAMAGED AREAS OF EXISTING FOOTPATHS,
a 8 3h Zz 2 x KERB & CHANNELS TO COUNCIL STANDARDS
+ = = 4
& BS a
EP +. & tS PROVIDE SMOOTH JOINT TO NEW
= 18 a zx PAVEMENT (NO TRIP HAZZARD).
| £ * MAX 1 in 40 CROSS FALL IN
| = z DRIVEWAY WHERE FOOTPATH
ran 3 ra TRAVERSES.
T I
; I ie KE
I | EX. SWPT EXISTING STORMWATER PIT
\ | Tt RC. HW. REINFORCED CONCRETE HEADWALL
8 EX. SMH — EXISTING SEWER MANHOLE
EX. SWMH EXISTING STORMWATER MANHOLE
TERACE & PATHWAY E.0.B. EXISTING EDGE OF BITUMEN
SLABS AS PER K&C EXISTING KERB & CHANNEL
STRUCTURAL DETAILS BY N.S.L. NATURAL SURFACE LEVEL
THIS FIRM. FH. FIRE HYDRANT
T.P TELSTRA PIT
EP. ELECTRICAL POWER POLE
KERB EXISTING KERBING
NOMINAL KERB |
SETOUT LINE
40 | 110
R20 Revision | Description Date
Issue:
ale FOR APPROVAL
PAVEMENT LEVEL 4 2
| ¢ wo 7
2 cea | aS a stg Noosa Heads
2 s : ¢ Jl a a
: 2 N Ph (07) 5455 5604
‘ ¢ 4 < | " email:[email protected]
4 a web:www.scg-engineers.com
300/450 150
Title: OPERATIONAL WORKS:
DRIVEWAY & ACCESS
SECTION ~ STAND-UP KERB & CHANNEL
Project 165 Gympie Terrace
Noosaville
Date: Apr 2018 Drawn: GM Design: TH
0 1 2 3 4 5 .| Checked: Drg No. Rev
Tuunin-——1. -—1 m1:200 @ A2 — & RPEQ 5835 -
| S Richardson 28064 Ow4.1 .
Page 5
28064-OW4.2 .
Rev.
web:www.scg-engineers.com
email:[email protected]
Design: TH
Noosa Heads
DRIVEWAY LEVELS & SECTION
Unit 1/11 Project Ave,
Ph (07) 5455 5604
Date
.
ABN 40 098 481 899
OPERATIONAL WORKS:
Drawn: GM
165 Gympie Terrace
Drg No.
Noosaville
Description
Date: Apr 2018
.
Checked:
Issue:
Project
Revision
Title:
DEBUILD T/A
.
Rev. - 10.06.16
1.57 Traffic Island Traffic Island
1.49 1.44 1.41 1.39
GYMPIE TER1R
.40
ACE
1.46 1.42
1.33 1.28 1.24 1.36
1.48 Driveway
1.42 1.38
1.54
Conc Path
1.56
1.60
1.47 1.67
TR_35 TR_37 TR_38 TR_45
TR_36
Concrete
TR_44
6
1.4
TR_43
5
1.5
60 TR_42
1.
Tracks
TR_41 Lowset brick dwelling
TR_40 TR_54
TR_39
2
Lowset Timber Dwelling
1.6
4
1.6
2 Storey
Dwelling
7
8.45
1.8
Fascia Level
TR_53
ll
block retaining wa
FibroShed TR_33
TR_32 TR_52
TR_34
8
1.7
2.66
Top of wall 0
1.8
TR_31
TR_51
TR_30
7
1.7
2 Storey 8.45 TR_50
TR_28
Dwelling Fascia level TR_20 TR_21 TR_27
TR_25 TR_29
TR_22
TR_23 TR_26
TR_24
0
TR_19
2
1.7
1
1 .5
1.5
1.67 TR_16
TR_18
TR_17 1.6
6
0
1.4
TR_6 TR_12
TR_9
1
TR_4
1.5
1.51 TR_8 TR_14
TR_5 TR_15
2.64
[OCR of page images]
DRAWING SIZE - A2
0 ==22 = =
LOT 2 ON RP 87781
Level Datum AHD
Level Origin PSM19568, RL 1.335m
LEGEND
_-—_ INDICATES EXISTING SURFACE
CONTOUR AND LEVEL TO AHD.
S
» EXISTING SURFACE SPOT LEVELS.
INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER 10 CONFIRM
EXACT LOCATION PRIOR TO WORKS
INDICATES EXISTING SEWER LINE
INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM
EXACT LOCATION PRIOR TO WORKS
INDICATES PROPOSED FINISHED
SURFACE LEVELS
.
www.dialbeforeyoudig.com.au
P|
SA DIAL1100
"Wy BEFORE YOU DIG
Buljiamq
(2ha] elosey
‘ot
sre
7 eloseyt
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2.5m
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block retaining wall
Buyjamg
Aaioyg 2
RP. BOUNDARY
+ 09°,
DRIVEWAY TO MATCH EXISTING
FOOTPATH LEVELS AT
8
ee'h
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SITE PLAN — DRIVEWAY LEVELS & DIMENSIONS
Scale 1: 200
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
“| PROPOSED NEW |
a a
a, | DRIVEWAY /CARPARK a |
~ SURFACE. APPROX. EXISTING a
GROUND LINE.
| 1100 ons GYMPIE TCE
__ | Po eee | 1:20 1:40
ig STAND-UP KERB
6.7m 9.2m 9.2m 9.2m 3.65m 1.15 On — 3 CHANNEL
EXISTING S.L. -|2 = 8 @ g a] 3] 8
PROPOSED LEVEL -|8 g 8 a 8 2) §) |B
CUT/FILL -|2 5 5 8 5 8] 8) |g
CHAINAGE - |3 3 3 5 3 =| 5] [8
DRIVEWAY SECTION A-A
Scale 1: 200
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
KE
EX. SWPT EXISTING STORMWATER PIT
RC. HW. — REINFORCED CONCRETE HEADWALL
EX. SMH — EXISTING SEWER MANHOLE
EX. SWMH EXISTING STORMWATER 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
Revision | Description Date
Issue: FOR APPROVAL
web:www.scg-engineers.com
‘ABN 40 098 481 899
wy ) SC G Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
Title: OPERATIONAL WORKS:
DRIVEWAY LEVELS & SECTION
email:[email protected]
Project 165 Gympie Terrace
Noosaville
Date: Apr 2018 | Drawn: GM Design: TH
« Checked: Drg No. Rev.
-| S Reeraso 28064-OW4.2| .
Page 6
28064-OW5.1 .
Rev.
web:www.scg-engineers.com
email:[email protected]
Design: TH
Noosa Heads
Unit 1/11 Project Ave,
Ph (07) 5455 5604
Date
.
ABN 40 098 481 899
OPERATIONAL WORKS:
Drawn: GM
165 Gympie Terrace
WATER SUPPLY
Drg No.
Noosaville
Description
Date: Apr 2018
.
Checked:
Issue:
Project
Revision
Title:
DEBUILD T/A
.
Rev. - 10.06.16
1.57 Traffic Island Traffic Island
1.49 1.44 1.41 1.39
GYMPIE TER1R
.40
AC
E
1.46 1.42
1.33 1.28 1.24 1.36
1.48 Driveway
1.42 1.38
1.54
Conc Path
1.56
1.60
1.47 1.67
TR_35 TR_37 TR_38 TR_45
TR_36
Concrete
TR_44
6
1.4
TR_43
5
1.5
60 TR_42
1.
Tracks
TR_41 Lowset brick dwelling
TR_40 TR_54
TR_39
2
Lowset Timber Dwelling
1.6
4
1.6
2 Storey
Dwelling
7
8.45
1.8
Fascia Level
TR_53
ll
block retaining wa
FibroShed TR_33
TR_32 TR_52
TR_34
8
1 .7
2.66
Top of wall 0
1.8
TR_31
TR_51
TR_30
7
1.7
2 Storey 8.45 TR_50
TR_28
Dwelling Fascia level TR_20 TR_21 TR_27
TR_25 TR_29
TR_22
TR_23 TR_26
TR_24
0
TR_19
2
1.7
1
1.5
1.5
1.67 TR_16
TR_18
TR_17 1.6
6
0
1.4
TR_6 TR_12
TR_9
1
TR_4
1.5
1.51 TR_8 TR_14
TR_5 TR_15
2.64
[OCR of page images]
DRAWING SIZE - A2 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
LOT 2 ON RP 87781
Level Datum AHD
Level Origin PSM19568, RL 1.335m
LEGEND
_-—__ INDICATES EXISTING SURFACE
CONTOUR AND LEVEL TO AHD.
%
Y EXISTING SURFACE SPOT LEVELS.
Buyjamq
cre) Kalas z
a
8
2
5
=
2
BS
j lle Jo doy
992
| Pays ogy |
block retaining wall
Buyjamq
Aaloyg z
|
ore!
[aA97 elosey
_.__®P. BOUNDARY
* EXISTING PROPERTY
BRANCHES & METERS 10 BE
DECOMMISIONED.
Lowset Timber Dwelling Y
UNIT 2
FFL 2.70
RP87781 7
rT
x
J
J
S
j 8
SITE PLAN — WATER SUPPLY
yasmo7
=
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a
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ca
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a
ed ou0D "7
y
EEE
op'h
get.
INSTALL DOMESTIC 25 Diam BRANCHS CONNECTION
AND METERS FROM WATER MAIN IN ACCORDANCE
WITH UNITYWATER SPECIFICATIONS & DETAILS.
“~~ UNITYWATER APPROVAL TO BE OBTAINED
ALLWORKS BY UNITYWATER AT DEVELOPERS COST.
REFER TO HYDRAULIC CONSULTANTS DRAWINGS
FOR METER REQUIREMENTS.
ia
INTERNAL WATER SUPPLY,
RETICULATION BY HYDRAULICS
, CONSULTANT. TYPICAL.
6h'L
#
ueys} ayes)
oh
Ly h
GYMPIE TERRACE
Pue}s} oWyedy
>
+
~ 6E'L
DIAGRAM.
SEWER WORKS:
— ALL WORK ASSOCIATED WITH LIVE SEWERS OR MAINTENANCE
HOLES SHALL BE CARRIED OUT BY UNITYWATER OR AN APPROVED
UNITYWATER CONTRACTOR AT THE CONTRACTOR'S COST
— UNLESS SHOWN OTHERWISE ALL GRAVITY SEWERS SHALL BE 150mm
DIAMETER uPVC CLASS SN8 IN 3.0m MAXIMUM LENGTHS. MINIMUM PIPE
GRADES SHALL BE: —
150 ® PIPE - 1 in 150, 225 @ PIPE - 1 in 290,
300 @ PIPE - 1 in 420
— SEWER MAINS AND MANHOLES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH SEQ SEWERAGE CODE STD DWG SERIES SEQ-1200
THROUGH 1500
— WHERE SEWER MAINS CONNECT INTO EXISTING SEWER MAINS, THE
CONTRACTOR MUST VERIFY THE EXISTING LOCATION AND LEVELS OF THE
CONNECTION POINT PRIOR TO COMMENCEMENT OF ANY
CONSTRUCTION.
— SEWER PIPE LINE BEDDING SHALL BE COMPACTED SAND COMPACTED
TO A MINIMUM 65% DENSITY INDEX AND SHALL BE PLACED IN
ACCORDANCE WITH SEQ SEWERAGE CODE STD DWG SERIES SEQ-1200
—PROVIDE DROPS IN MAINTENANCE SHAFTS AND MANHOLES AS PER SEQ
SEWERAGE CODE STD DRAWINGS
— HOUSE CONNECTIONS BRANCHES (HCB) SHALL BE 100mm DIAMETER
UPVC AND INSTALLED IN ACCORDANCE WITH SEQ SEWERAGE CODE STD
DRAWINGS
- HCB STUBS TO BE EXTENDED A MINIMUM OF 0.5m INTO THE
PROPERTY IT SERVES. HCB LOCATION CONDUITS (ORANGE) TO BE
EXTENDED TO SURFACE
— MANHOLE OR MAINTENANCE SHAFT COVERS TO BE GAS TIGHT IN
ACCORDANCE WITH UNITYWATER'S REQUIREMENTS & SEQ SEWERAGE CODE
STD DRAWINGS
— MINIMUM COVER TO uPVC SN8 COLLARS SHALL BE:-
ALLOTMENTS AND FOOTPATHS 0.9m
ROAD CROSSINGS 1.2m or 0.6m CLASS 18 uPVC FROM MH TO MH
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 PRIOR 10 THE
COMMENCING OF WORK.
5. STORMWATER DRAINAGE PIPES SHALL BE CLASS SH UPVC OR RUBBER
RING JOINTED REINFORCED CONCRETE PIPE LAID AT A MINIMUM GRADE OF 1
IN 100 U.N.O. JOINS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE
MANUFACTURERS REQUIREMENTS.
6. SEWERS 100mm DIAM. UPVC U.N.O. AND LAID AT A MINIMUM GRADE OF
1 IN 60.
7. WATER SUPPLY PIPEWORK BELOW GROUND IS TO BE ;
63MM DIAM. OR LESS — HIGH DENSITY TYPE 50
CLASS 12 POLYETHYLENE
8. ALL ABOVE GROUND AND INTERNAL WATER SUPPLY PIPEWORK 10 BE
TYPE B COPPER.
WATER SERVICES ARE NOT PERMITTED IN GROUND SLABS AND ALL JOINS
AND CONNECTIONS SHALL BE MADE ABOVE THE SLAB.
9. 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.
10. CLEAN-OUTS, INSPECTION OPENINGS AND CLOSING CAPS SITUATED IN
Scale 1: 200
c INDICATES OVERHEAD ELECTRICITY VEHICULAR OR PEDESTRIAN PAVEMENTS ARE TO BE FITTED WTH EITHER
SUPPLY LINE BRASS OR CAST-IRON COVERS.
11. ALL IN-GROUND VALVES SHALL BE IN ACCORDANCE IN APPROVED
CONCRETE PATH BOXES.
W INDICATES WATER MAIN APPROX ONLY CONVERT ochre AL crevice” 12. ALL WASTE PIPES AND WATER SERVICES PENETRATING SLABS TO BE
ALIGNMENT, BUILDER TO CONFIRM WRAPPED IN AN APPROVED FLEXIBLE JOINT JOINT WRAPPING,
EXACT LOCATION PRIOR TO WORKS PRIOR TO COMMENCING WORKS ON SITE. ALL 13, THE TERM ’SERVICE’ REFERS TO THE MINIMUM INTERNAL PIPE DIAMETER
SERVICES ARE 10 BE PROTECTED IN KE UNLESS NOTED OTHERWISE.
ACCORDANCE WITH THE AUTHORITY RESPONSIBLE =
INDICATES EXISTING SEWER LINE amet EX. SWPT EXISTING STORMWATER PIT
RC. HW. — REINFORCED CONCRETE HEADWALL — aH
EX. SMH EXISTING SEWER MANHOLE — Description Pate
INDICATES TELSTRA LINE APPROX EX. SWMH EXISTING STORMWATER MANHOLE ssue:
' E.0.B. EXISTING EDGE OF BITUMEN FOR APPROVAL
ALIGNMENT, BUILDER TO CONFIRM
K&c EXISTING KERB & CHANNEL
EXACT LOCATION PRIOR TO WORKS NS.L. NATURAL SURFACE LEVEL wy Unit 1/11 Project Ave,
FH. FIRE HYDRANT SCG Noosa Heads
TP TELSTRA PIT cl atnragtrscon
EP. ELECTRICAL POWER POLE ee webs sog-engineers.com
KERB EXISTING KERBING
Title: OPERATIONAL WORKS:
www.dialbeforeyoudig.com.au WATER SUPPLY
bet DIAL1100 Project 165 Gympie Terrace
a Ss Noosaville
“4 BEFORE YOU DIG Date: Apr 2018 Drawn: GM Design: TH
Onn? —* —Sm4-200 @ A2~ ‘| pen sass 28064-OWS5 1 -
| S Richardson . .
Page 7
. . .
A. B99 TURNING ADDED. 05.06.2018.
Revision Description Date
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: OPERATIONAL WORKS:
VEHICLE MANEUVERING
Project 165 Gympie Terrace
Noosaville
Date: Apr 2018 Drawn: GM Design: TH
Drg No.
Rev. - 10.06.16
Rev.
Checked:
28064-OW6.1 A.
Page 8
28064-OW7.1 A
Rev.
web:www.scg-engineers.com
email:[email protected]
Design: TH
Noosa Heads
21.05.18
Unit 1/11 Project Ave,
Ph (07) 5455 5604
Date
ABN 40 098 481 899
OPERATIONAL WORKS:
PROPOSED SEWER
Drawn: GM
165 Gympie Terrace
SEWER ALIGNMENT
Drg No.
Noosaville
Description
Date: Apr 2018
Checked:
Issue:
Project
Revision
Title:
A
DEBUILD T/A
Rev. - 10.06.16
1.57 Traffic Island Traffic Island
1.49 1.44 1.41 1.39
GYMPIE TER1R
.40
ACE
1.46 1.42
1.33 1.28 1.24 1.36
1.48 Driveway
1.42 1.38
1.54
Conc Path
1.56
1.60
1.47 1.67
1.
1.73
TR_35 TR_37 TR_38 TR_45
TR_36
Concrete
TR_44
6
1.4
TR_43
5
1.5
60 TR_42
1.
Tracks
TR_41 Lowset brick dwelling
TR_40 TR_54
TR_39
2
Lowset Timber Dwelling
1.6
4
1.6
2 Storey
Dwelling
7
8.45
1.8
Fascia Level
TR_53
ll
block retaining wa
FibroShed TR_33
TR_32 TR_52
TR_34
8
1.7
2.66
Top of wall 0
1.8
TR_31
TR_51
TR_30
7
1.7
2 Storey 8.45 TR_50
TR_28
Dwelling Fascia level TR_20 TR_21 TR_27
TR_25 TR_29
TR_22
TR_23 TR_26
TR_24
0
TR_19
2
1.7
1
1.5
1.5
―
1.67 TR_16
TR_18
TR_17 1.6
6
0
1.4
TR_6 TR_12
TR_9
1
TR_4
1.5
1.51 TR_8 TR_14
TR_5 TR_15
2.64
Page 9
A SEWER ALIGNMENT 21.05.18
Revision Description Date
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: OPERATIONAL WORKS:
PROPOSED SEWER DETAILS
Project 165 Gympie Terrace
Noosaville
Date: Apr 2018 Drawn: GM Design: TH
Drg No.
Rev. - 10.06.16
Rev.
Checked:
28064-OW7.2 A
Page 10
28064-OW8.1 A
Rev.
SEWER PROTECTION & CONNECTION
web:www.scg-engineers.com
email:[email protected]
Design: TH
Noosa Heads
21.05.18
Unit 1/11 Project Ave,
Ph (07) 5455 5604
Date
ABN 40 098 481 899
OPERATIONAL WORKS:
MINIMUM COVER NOTED
Drawn: GM
165 Gympie Terrace
Drg No.
Noosaville
Description
Date: Apr 2018
Checked:
Issue:
Project
Revision
Title:
A
DEBUILD T/A
Rev. - 10.06.16
1.57 Traffic Island Traffic Island
1.49 1.44 1.41 1.39
GYMPIE TER1R
.40
ACE
1.46 1.42
1.33 1.28 1.24 1.36
1.48 Driveway
1.42 1.38
1.54
Conc Path
1.56
1.60
1.47 1.67
TR_35 TR_37 TR_38 TR_45
TR_36
Concrete
TR_44
6
1.4
TR_43
5
1.5
60 TR_42
1.
Tracks
TR_41 Lowset brick dwelling
TR_40 TR_54
TR_39
2
Lowset Timber Dwelling
1.6
4
1.6
2 Storey
Dwelling
7
8.45
1.8
Fascia Level
TR_53
ll
block retaining wa
FibroShed TR_33
TR_32 TR_52
TR_34
8
1.7
2.66
Top of wall 0
1.8
TR_31
TR_51
TR_30
7
1.7
2 Storey 8.45 TR_50
TR_28
Dwelling Fascia level TR_20 TR_21 TR_27
TR_25 TR_29
TR_22
TR_23 TR_26
TR_24
0
TR_19
2
1.7
1
1.5
1.5
1.67 TR_16
TR_18
TR_17 1.6
6
0
1.4
TR_6 TR_12
TR_9
1
TR_4
1.5
1.51 TR_8 TR_14
TR_5 TR_15
2.64
Page 11
28064-SW1.1 A
Rev.
web:www.scg-engineers.com
email:[email protected]
Design: TH
Noosa Heads
06.06.18
Unit 1/11 Project Ave,
STORMWATER MANAGEMENT
Ph (07) 5455 5604
Date
ABN 40 098 481 899
OPERATIONAL WORKS:
DISCHARGE RATES NOTED
Drawn: GM
165 Gympie Terrace
Drg No.
Noosaville
Description
Date: Apr 2018
Checked:
Issue:
Project
Revision
Title:
A
DEBUILD T/A
Rev. - 10.06.16
1.61 1.57 Traffic Island Traffic Island
1.49 1.44 1.41 1.39
GYMPIE TER1R
.40
ACE
1.46 1.42
1.33 1.28 1.24 1.36
1.48 Driveway
1.40 1.42 1.38
1.55 1.54
Conc Path
1.56
1.60
1.47 1.67
TR_35 TR_37 TR_38 TR_45
TR_36
Concrete
TR_44
6
1.4
TR_43
5
1.5
60 TR_42
1.
Tracks
TR_41 Lowset brick dwelling
TR_40 TR_54
TR_39
2
Lowset Timber Dwelling
1.6
4
1.6
2 Storey
Dwelling
7
8.45
1.8
Fascia Level
TR_53
ll
block retaining wa
FibroShed TR_33
TR_32 TR_52
TR_34
8
1.7
2.66
Top of wall 0
1.8
TR_31
TR_51
TR_30
7
1.7
2 Storey 8.45 TR_50
TR_28
Dwelling Fascia level TR_20 TR_21 TR_27
TR_25 TR_29
TR_22
TR_23 TR_26
TR_24
0
TR_19 2
1.7
1
1.5
1.5
1.67 TR_16
TR_18
TR_17 1.6
6
0
1.4
TR_6 TR_12
TR_9
1
TR_4
1.5
1.51 TR_8 TR_14
TR_5 TR_15
2.64
Used in these records
Attachment E - SCG revised plans.pdfRelated documentApplication case desk ↗
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