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SCG Engineering Plans
Attached to the e-mail MCU18/0003 - 20 Nannygai Street, Noosaville - Response to information request.
Plans and drawings
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Log in to see the plans as drawn (Highset House)
SP233494
CP
35
8.
8.
29
34
RP63879
(Highset House)
1.3 O.Nail
1.2
Emt A
9
1.6
8
Kerb
1.6
CP
9
SP233494
6
SP124749
1.4
1.7
0
1.6
1.6
1.4
0
9
6
1
1.7
1.7
1.9
1.8
O.Nail
1.8
6
2
6
8
4.
1.75
1.8
0
71
1.7
5
7
1.6
1.8
1.8
8
1.7
1.7
3
0
6
6
1.7
1.8
9
5.
1
1.6
37
1.7
9
O.Nail in Kerb
4.
6
RL 1.42m
99
TBM
1.7
1.7
6
NANNYGAI STREET
5
20.117m
314°0'
2.
1.3
5. 5.3
1.6 1.6
34 L2. .35
1.4
10 9
3
7 7
Gate
4
F 2
1.8
1.9
1.6
46
1.8
2
6
Lip of Barrier Kerb
6
6
1.8
1.8
9
2
5.
13
5.
1.6
1.6
09
5
5.
9
01
1.7
1.3
5.
1.6
1.4 1
4
07
6
9
6 .44
1.6
Gate
7
1.8
5
1.9
0
1.3
1.4 6
6
4
1.4
1.6
1.7
1.7
1.8
1.8
4
5
1
5.
3
0
79
1.6
1.4
1.3
3
6
5
CP 2
BUP6914 GTP101191
. . .
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:
SURVEY & EXISTING SERVICES
Project Lot 36 Nannygai Street
Noosaville
Date: Jan 2018 Drawn: CK Design: TH
Drg No.
Rev. - 10.06.16
Rev.
Checked:
27285-OW1 .
[OCR of page images]
DRAWING SIZE - A2 CONSTRUCTION NOTES
KE GENERAL:
1. DO NOT SCALE FROM THIS DRAWING,
EX. SWPT EXISTING STORMWATER PIT 2. ALL DIMENSIONS IN MILLIMETRES
RC. HW. REINFORCED CONCRETE HEADWALL 5 SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECTURAL
Oo at ORIN ooOE OF NUMEN 4, ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE ARCHITECTURAL
.0.B. DRAWINGS ARE TO BE REFERRED TO THE ENGINEER IMMEDIATELY.
HEIGHT DATUM K &C EXISTING KERB & CHANNEL 5, THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES
WITHIN AND ADJACENT THE ALLOTMENT AND SHALL ENSURE THAT ALL NEW
N.S.L. NATURAL SURFACE LEVEL
LOT 36 ON RP 63879 FH. : FIRE HYDRANT WORKS ARE IN ACCORDANCE WITH THE ATTACHED CRITICAL DEPTH LINE
|I| Level Datum AHD Tp TELSTRA PIT DIAGRAM.
N Level Origin PSM97268, RL 1.589m EP. ELECTRICAL POWER POLE
Survey information provided by KERB EXISTING KERBING
"KEVIN HOLT CONSULTING’
| ag EXISTING DWELLING ON
ne 22% | __, NEIGHBOURING SITE.
Le __ _ J \
\ | |
= | 35
TTT SS ee = Apa, (Haset House) EX. SMH
s |
of g a cP
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“IL BP.
o |
= |
(
|
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BI sae
ig <=] |/3 2 \ EXISTING DWELLING
Ww . TO BE DEMOLISHED.
W 4
5 =
o 5 _, EXISTING TREES ON i
L cS SITE TOBE REMOVED.
a gas |
© gS | wr
>= g :
Zz a | Ne
2 ° 8 EXISTING SHED-T0.
Zz I & BE DEMOLISHED:
a si +
/| Ff zI
|| |F el SHIPPING CONTAINER
| | BE REMOVED.
| b-
Jin | Too SS RP. BOUNDARY =~. tti—<‘i‘;<CS;S
= |
/ 1 T _ ~ tes tee
A 7 ]
| AQ ( J : |
ip) aie 2S |e
| . Oo BUP6914 | GTP101191
LEGEND | | a !
INDICATES EXISTING SURFACE CONTOUR | + |
— AND LEVEL TO AHD. "
a
SV __EXISTING SURFACE SPOT LEVELS. SITE PLAN — SURVEY & EXISTING SERVICES
Scale 1: 200
E INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
INDICATES EXISTING SEWER LINE ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL
SERVICES ARE TO BE PROTECTED IN . . .
T INDICATES TELSTRA LINE APPROX ACCORDANCE WITH THE AUTHORITY RESPONSIBLE Revision | Description Date
ALIGNMENT, BUILDER TO CONFIRM EXACT FOR THE SERVICE Issue:
LOCATION PRIOR TO WORKS ~ FOR APPROVAL
Ww INDICATES WATER MAIN APPROX
email:[email protected]
web:www.scg-engineers.com
AABN 40 098 481 899
~~ Unit 1/11 Project Ave,
ALIGNMENT, BUILDER TO CONFIRM EXACT Noosa Heads
LOCATION PRIOR TO WORKS Ph (07) 5455 5604
DEBUILD T/A
www.dialbeforeyoudig.com.au Title: QPERATIONAL WORKS:
SURVEY & EXISTING SERVICES
D | A L1100 Project Lot 36 Nannygai Street
BEFORE YOU DIG Noosaville
Date: Jan 2018 Drawn: CK Design: TH
p
fnnnnt—1_?>——1_fm1:100 @ A2
S Richardson
Checked: Drg No. Rev,
RPEQ 5835 4 27285-OW'1 .
Rev. 10.06.16
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Page 2
(Highset House)
SP233494
CP
35
8.
8.
29
34
RP63879
(Highset House)
1.3 O.Nail
1.2
Emt A
9
1.6
8
Kerb
1.6
CP
9
SP233494
6
SP124749
1.4
1.7
0
1.6
1.6
1.4
0
9
6
1
1.7
1.7
1.9
1.8
O.Nail
1.8
6
2
6
8
4.
1.75
1.8
0
71
1.7
5
7
1.6
1.8
1.8
8
1.7
1.7
3
0
6
6
1.7
1.8
9
5.
1
1.6
37
1.7
9
O.Nail in Kerb
4.
6
RL 1.42m
99
TBM
1.7
1.7
6
NANNYGAI STREET
5
20.117m
314°0'
2.
1.3
5. 5.3
1.6 1.6
34 L2. .35
1.4
10 9
3
7 7
Gate
4
F 2
1.8
1.9
1.6
46
1.8
2
6
Lip of Barrier Kerb
6
6
1.8
1.8
9
2
5.
13
5.
1.6
1.6
09
5
5.
9
01
1.7
1.3
5.
1.6
1.4 1
4
07
6
9
6 .44
1.6
Gate
7
1.8
5
1.9
0
1.3
1.4 6
6
4
1.4
1.6
1.7
1.7
1.8
1.8
4
5
1
5.
3
0
79
1.6
1.4
1.3
3
6
5
CP 2
BUP6914 GTP101191
. . .
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:
SILT AND SEDIMENT CONTROL
Project Lot 36 Nannygai Street
Noosaville
Date: Jan 2018 Drawn: CK Design: TH
Drg No.
Rev. - 10.06.16
Rev.
Checked:
27285-OW2 .
[OCR of page images]
DRAWING SIZE - A2
KE CONSTRUCTION NOTES
Hel GENERAL:
1. DO NOT SCALE FROM THIS DRAWING,
EX. SWPT EXISTING STORMWATER PIT 2. ALL DIMENSIONS IN MILLIMETRES
RC. HW. REINFORCED CONCRETE HEADWALL DRAINS: QUT DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECTURAL
EX. SMH EXISTING SEWER MANHOLE ;
4, ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE ARCHITECTURAL
E.0.B. EXISTING EDGE OF BITUMEN DRAWINGS ARE TO BE REFERRED TO THE ENGINEER IMMEDIATELY.
K&Cc EXISTING KERB & CHANNEL 5, THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES
NS.L NATURAL SURFACE LEVEL WITHIN AND ADJACENT THE ALLOTMENT AND SHALL ENSURE THAT ALL NEW
LOT 36 ON RP 63879 FH FIRE HYDRANT WORKS ARE IN ACCORDANCE WITH THE ATTACHED CRITICAL DEPTH LINE
|!| Level Datum AHD Tp TELSTRA PIT DIAGRAM.
Level Origin PSM97268, RL 1.589 FILLING NOTES:
N ever wrigin m EP. ELECTRICAL POWER POLE “THE SITE IS TO BE SCRAPED CLEAR OF ALL ORGANIC MATERIAL AND
—THE SUBGRADE IS TO BE ROLLED WITH A VIBRATING STEEL DRUM ROLLER
KERB EXISTING KERBING DEBRIS.
| | TO ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 98%. THE COMPACTION IS
| = TO BE SUFFICIENT TO ACHIEVE A BLOW COUNT OF 7 BLOWS PER 300mm
ze WITH AN APPROVED PERTH SAND PENETROMETER FOR A DEPTH OF 1.0m
mn |i 29 BELOW EXCAVATED LEVEL. COPIES OF COMPACTION TEST RESULTS SHALL BE
zs a PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL.
L < | y s THE FILL MATERIAL CLEAN GRANULAR MATERIAL (I.E. SAND TO A CLAYEY
Le \ Le __ __ J SAND IN ACCORDANCE WITH AS1726) BE FREE OF ANY ORGANIC MATERIAL
| Le — ow | AND HAVE A CLAY CONTENT OF LESS THAN 12% (PLASTICITY INDEX LESS
mode 35 | THAN 25% LINEAR SHRINKAGE OF 15%). THE PROPOSED MATERIAL IS TO BE
| 2 nr INSPECTED BY SCG CONSULTING ENGINEERS PRIOR TO ITS REMOVAL TO
ee no SG Ree EX. SMH ENSURE ITS COMPATIBILITY.
| THE FILL IS TO BE PLACED AND COMPACTED IN ACCORDANCE WITH
tat AS379B-1996 TO A LEVEL SUFFICIENT TO ACHEVE A LEVEL 1 CERTIFICATION
oth /e4 EX. EASEMEREIntAS cp WITH A MINIMUM RELATIVE FIELD DENSITY OF 98% COPIES OF COMPACTION
zip | & , Lo ranao TEST RESULTS SHALL BE PRESENTED TO SCG CONSULTING ENGINEERS FOR
2 ‘EP seh RP. BOUNDARY APPROVAL
. GS = = Ss SS SS SS SE -SLF— — — —FILLING AND COMPACTING ADJACENT EXISTING STRUCTURES IS TO BE IN
Qo le S ee STRICT ACCORDANCE WITH THE ASSOCIATED DETAILS AND SPECIFICATIONS.
g I : e AREAS WHERE EXISTING STRUCTURES OR TREES ARE REMOVED SHALL BE
7 oN. boo fig Hs BACKFILLED WITH THE APPROVED FILL MATERIAL COMPACTED IN ACCORDANCE
Lom 4 | “i \ ¥ | WITH AS2B70-1996 TO ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 98%
| il TN 80-120mm ROCK (NO FINES). ANY LOOSE OR SOFT MATERIAL UNCOVERED IN THE SITE PREPARATION
bo wu ©\ + HARD STAND OVERLAY 4, SHALL BE REMOVED AND REPLACED WITH THE APPROVED FILL MATERIAL
Ze LM. , ~ COMPACTED IN ACCORDANCE WITH AS2870-1996 10 ACHIEVE A MINIMUM
wl le Els Lg] ‘FOR DELIVERY'S DURING SI | | RELATIVE FIELD DENSITY OF 98%
i Sl ]Ssem A] | —-— CONSTRUCTION. TYPICAL. \ SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE ISTALLED PRIOR
tu NM ~ 2 TLE AD | +444 | TO CONSTRUCTION COMMENCING.
Ww PK
vv WAY 13 Ee < - tty |
kK CY, Vac Pie _ elt ++ +
SN cl 4m 4547 <7 +
_ 3 LAA X io Y k S
< o SAM / ALY \ fy
® SI / 4 is A XE — _ —
® /
S Sen a
< 7 >|
= + +
Fh F. a z CREATE BUNDING IN .
(os gi FOR DVERSION INTO. SLT RETENTION
~ SILT FENCES. TYPICAL THE CONTRACTOR IS TO INSTALL APPROVED SILT
| ’ . 900(W) GEO-FABRIC —{ RETENTION FENCES PRIOR TO COMMENCING ANY
LEGEND | $—--—ar- ee a SILT FENCE, FIXED TO ——_._ EARTHWORKS, THE FENCE IS TO BE CONSTRUCTED
LEVEN Jn | 1 = SPIKES AND BURIED 300 Ss ALONG THE LOWEST BOUNDARY AND RETURNED
_-—_ INDICATES EXISTING SURFACE CONTOUR / = 4 oo ; INTO STABLE GROUND. © UP SIDE BOUNDARIES TO ENSURE FULL
AND LEVEL TO AHD. | STORMWATER ENTRAPMENT. SURFACE RUNOFF
® FROM WITHIN THE ALLLOTMENT MUST DRAIN
“\ TOWARDS THE FENCE AND SHALL NOT ENTER
Vv
4 EXISTING SURFACE SPOT LEVELS. moo | | e 2 +0011) 50 SO. HOWO NIEGHBOURING ALLOTMENTS THROUGH THE USE OF
| e 40 Bursts crProriet (L) 50 SO. H SURFACE BUNDING OR SCOUR PROTECTED DRAINS.
E INDICATES OVERHEAD ELECTRICITY | a nO TO ox CTRS ORIVE THE FENCE MUST REMAIN IN PLACE UNTIL SUCH
SUPPLY LINE 4 600 INTO GROUND. TIME THAT FINISHED LANDSCAPING AND DRAINAGE
™ MEASURES ARE INSTALLED
INDICATES EXISTING SEWER LINE
SITE PLAN — SILT & SEDIMENT CONTROL SILT FENCE DETAIL
r INDICATES TELSTRA LINE APPROX Scale 7. 200
ALIGNMENT, BUILDER TO CONFIRM EXACT ,
LOCATION PRIOR TO WORKS
DUST MOBILISATION FROM WIND ACTION
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE SITE_DRAINAGE — CONSTRUCTION SITE CONTROL TO INCLUDE PROTECTION AGAINST THE
—sw/ex———— _ INDICATES STORMWATER DRAIN PROPOSED ONLY CONTRACTOR 10 LOCATE ALL SERVICES ENSURE GROUND PROFILE DURING CONSTRUCTION FALLS LTO INCLU ION AGAINST TH
OR EXISTING AS NOTED MIN 1 IN 100 PRIOR 70 COMMENCING WORKS ON SITE. ALL TOWARDS THE CENTRE OF THE ALLOTMENT THEN TOWARDS CARRIAGE OF SOIL SEDIMENT FROM WIND ACTIONS. SITE
FALL UNLESS NOTED OTHERWISE SERVICES ARE TO BE PROTECTED IN THE FRONT BOUNDARY WHERE RUNOFF WILL DRAIN THROUGH FOREMAN TO COVER ALL STOCKPILES WITH HESION OR
THE SILT POND & SILT FENCES. IN NO INSTANCE SHALL THE SIMILIAR, PROVIDE SILT FENCING AROUND BASE OF — —
INDICATES WATER MAIN APPROX ACCORDANCE we THE AUTHORITY RESPONSIBLE ALLOTMENT DRAN INTO NEIGHBOURING ALLOTMENTS. STOCKPILES Revs Description Date
ALIGNMENT, BUILDER TO CONFIRM EXACT ssue:
LOCATION PRIOR TO WORKS FOR APPROVAL
SITE_DRAINAGE — CONSTRUCTION MAINTENANCE OF SILT PROTECTION an. Unit 1/14 Project Ave
—— — — st SILT RETENTION FENCE TO DETAIL CONSTRUCTED STORM MATER eon ten be TG ae 10 SITE FOREMAN TO MAINTAIN ALL SILT AND SEDIMENT ) SCG Noosa Heads"
PROTECTION MEASURES THROUGHOUT THE DURATION OF THE < Ph (07) 5455 5604
OE NICER CC TON MEASURES TO THE APPROVAL PROJECT. ANY BREACHING OF THE PROTECTION MEASURES ‘t snaking ered con
MUST BE REMEDIATED IMMEDIATELY AND REPORTED TO THE z fovsoow wen
7 a ENGINEER FOR CORRECTION MEASURES. SILT RUNOFF
www. dialbeforeyoudig.com.au PROTECTION IS TO BE MAINTAINED UNTIL SUCH POINT THAT Title: OPERATIONAL WORKS:
LANDSCAPING IS COMPLETED AND NOT SUSCEPTABLE TO SILT AND SEDIMENT CONTROL
DIAL1100 STORMMATER SCOUR, Project Lot 36 Nannygai Street
BEFORE YOU DIG _
Date: Jan 2018 Drawn: CK Design: TH
p
0 1 2 3 4 51100 @ AD Checked: Drg No. Rew
Tue: A §] RPEQ 5835
| S Richardson 27285-OW2 .
Page 3
(Highset House)
SP233494
CP
35
8.
8.
29
34
RP63879
(Highset House)
1.3 O.Nail
1.2
Emt A
9
1.6
8
Kerb
1.6
CP
9
SP233494
6
SP124749
1.4
1.7
0
1.6
1.6
1.4
0
9
6
1
1.7
1.7
1.9
1.8
O.Nail
1.8
6
2
6
8
4.
1.75
1.8
0
71
1.7
5
7
1.6
1.8
1.8
8
1.7
1.7
3
0
6
6
1.7
1.8
9
5.
1
1.6
37
1.7
9
O.Nail in Kerb
4.
6
RL 1.42m
99
TBM
1.7
1.7
6
NANNYGAI STREET
5
20.117m
314°0'
2.
1.3
5. 5.3
1.6 1.6
34 L2. .35
1.4
10 9
3
7 7
Gate
4
F 2
1.8
1.9
1.6
46
1.8
2
6
Lip of Barrier Kerb
6
6
1.8
1.8
9
2
5.
13
5.
1.6
1.6
09
5
5.
9
01
A
1.7
1.3
5.
1.6
1.4 1
4
07
6
9
6 .44
1.6
Gate
7
1.8
5
1.9
0
1.3
1.4 6
6
4
1.4
1.6
1.7
1.7
1.8
1.8
4
5
1
5.
3
0
79
1.6
1.4
1.3
3
6
5
CP 2
BUP6914 GTP101191
. . .
.A. .NEW ARCHITECTURALS. .23.02.2018
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:
EARTHWORKS PLAN
Project Lot 36 Nannygai Street
Noosaville
Date: Jan 2018 Drawn: CK Design: TH
Drg No.
Rev. - 10.06.16
Rev.
Checked:
27285-OW3 .A.
[OCR of page images]
DRAWING SIZE - A2
LOT 36 ON RP 63879
|I| Level Datum AHD
N Level Origin PSM97268, RL 1.589m
|
LEGEND
INDICATES EXISTING SURFACE CONTOUR
AND LEVEL TO AHD.
awe
NG 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 WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
@ INDICATES DEPTH OF CUT OR FILL AS
Fill-1.8m NOTED
www.dialbeforeyoudig.com.au
DIAL1100
BEFORE YOU DIG
NANNYGAI STREET
3——_
(esnoy 1esysiH)
vereezds
do
+
4
|
SITE PLAN — EARTHWORKS
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
BUP6914
°
g
oN - Ps
| .
- | SN 4 e. | Fil-0.40m
W272, “ | EXTENT OF =~" [t © HOUSE 2
2 35/3 ze lip FUTURE SLAB FFL 2.70
ZIP 7 tt ON FILL, NK |
oN) LE || RL 232 —
J SE yh | a aay
)ZE ah —— ett Po p--------
jess hey tL + lat
8 Py} i — &
e ROL
: : SS SS
3 ile * BMIENT OF ey 9 .
a an al | -
7 | Future stag RL 2.52 HOUSE 1
Fl =| + ON FILL. NN Fill—0.45m FFL..2.70
5 FH 3), a &
fo od zi Fil=0.45m y+ 8
| |
| tet
yh | = +
/ = 4 i _ _
< EXTENT OF FUTURE
ELEVATED. FRAMED FLOOR.
= ys ° cP
KEY. CONSTRUCTION. NOTES.
GENERAL:
EX. SWPT EXISTING STORMWATER PIT ; 0 ENGOuS Nv ltineTee
RC. HW. REINFORCED CONCRETE HEADWALL
FX. SMH EXISTING SEWER MANHOLE 5, SETING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECTURAL
E.0.B. EXISTING EDGE OF BITUMEN 4, ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE ARCHITECTURAL
K&C EXISTING KERB & CHANNEL DRAWINGS ARE TO BE REFERRED TO THE ENGINEER IMMEDIATELY.
N.S.L NATURAL SURFACE LEVEL 5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES
FH FIRE HYDRANT WITHIN AND ADJACENT THE ALLOTMENT AND SHALL ENSURE THAT ALL NEW
ay WORKS ARE IN ACCORDANCE WITH THE ATTACHED CRITICAL DEPTH LINE
TP TELSTRA PIT DIAGRAM.
EP. ELECTRICAL POWER POLE FILLING NOTES:
KERB EXISTING KERBING —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% THE COMPACTION IS
TO BE SUFFICIENT TO ACHIEVE A BLOW COUNT OF 7 BLOWS PER 300mm
WITH AN APPROVED PERTH SAND PENETROMETER FOR A DEPTH OF 1.0m
BELOW EXCAVATED LEVEL. COPIES OF COMPACTION TEST RESULTS SHALL BE
y : PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL.
Le J THE FILL MATERIAL CLEAN GRANULAR MATERIAL (I.E. SAND TO A CLAYEY
SAND IN ACCORDANCE WITH AS1726) BE FREE OF ANY ORGANIC MATERIAL
35
RP63879
(Highset House)
DASHED LINE INDICATES
EXTENT OF FUTURE
ELEVATED FRAMED FLOOR. sPt24749
4
TO]
|
|
|
|
|
|
|
| POOL
GTP101191
|
|
|
| 2
|
|
|
-—— THIS FOOTING WITHOUT PIERS IS
FOUNDED ABOVE CRITICAL DEPTH LINE
AND IS UNSTABLE.
Zz GROUND / £
PAD TEVET | THE BUILDER /CONTRACTOR
|
UNSTAGIE | MUST CONFIRM ALL
ky J | RELEVANT LEVELS PRIOR 10
|
|
|
|
| Y WD
THIS FOOTING IS 2 Yn, KON COMMENCING WORKS.
FOUNDED BELOW STABLE &,
CRITICAL LINE AND Me
IS STABLE. [LINE OF PROPOSED
POOL EXCAVATION
PIERS SUPPORTING STRIP
OR OTHER TRENCH.
FOOTINGS OR POST PAD
FOOTINGS FOUNDED INTO
SELECTED MATERIAL AND
BELOW CRITICAL LINE ARE
CONSIDERED STABLE.
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 | CRITICAL DEPTH LINE
\/ TYPICAL SECTION
fnnnnt—1_?>——1_fm1:100 @ A2
Rev. 10.06.16
|
| AND HAVE A CLAY CONTENT OF LESS THAN 12% (PLASTICITY INDEX LESS
THAN 25%, LINEAR SHRINKAGE OF 15%). THE PROPOSED MATERIAL IS TO BE
EX. SMH INSPECTED BY SCG CONSULTING ENGINEERS PRIOR 10 ITS REMOVAL TO
| ENSURE ITS COMPATIBILITY.
| THE FILL IS TO BE PLACED AND COMPACTED IN ACCORDANCE WITH
cp AS3798-1996 TO A LEVEL SUFFICIENT TO ACHIEVE A LEVEL 1 CERTIFICATION
| WITH A MINIMUM RELATIVE FIELD DENSITY OF 98% COPIES OF COMPACTION
TEST RESULTS SHALL BE PRESENTED TO SCG CONSULTING ENGINEERS FOR
Te + APPROVAL.
Po —FILLING AND COMPACTING ADJACENT EXISTING STRUCTURES IS TO BE IN
- STRICT ACCORDANCE WITH THE ASSOCIATED DETAILS AND SPECIFICATIONS.
—AREAS WHERE EXISTING STRUCTURES OR TREES ARE REMOVED SHALL BE
BACKFILLED WITH THE APPROVED FILL MATERIAL COMPACTED IN ACCORDANCE
WITH AS2870-1996 TO ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 98%.
~ANY LOOSE OR SOFT MATERIAL UNCOVERED IN THE SITE PREPARATION
SHALL BE REMOVED AND REPLACED WITH THE APPROVED FILL MATERIAL
COMPACTED IN ACCORDANCE WITH AS2870-1996 TO ACHIEVE A MINIMUM
RELATIVE FIELD DENSITY OF 98%.
ToT TT TTT ~SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE ISTALLED PRIOR
TO CONSTRUCTION COMMENCING.
A. NEW ARCHITECTURALS. 23.02.2018
Revision | Description
Date
Issue: FOR AP
PROVAL
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
AABN 40 098 481 899
a Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
Title: OPERATIONAL WORKS:
EARTHWORKS PLAN
Project Lot 36 Nannygai Street
Noosaville
Date: Jan 2018
p
Drawn: CK Design: TH
Checked:
RPEQ 5835
S Richardson
Drg No. Rev,
27285-0W3| A.
Page 4
Unit 1/11 Project Ave,
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
Noosa Heads
.23.02.2018
Design: TH
.
Rev.
DRIVEWAY PLANS & DETAILS
Date
27285-OW4
.
ABN 40 098 481 899
A
OPERATIONAL WORKS:
Lot 36 Nannygai Street
.NEW ARCHITECTURALS.
Drawn: CK
Drg No.
Noosaville
Description
Date: Jan 2018
.
Checked:
Issue:
Project
Revision
Title:
.A.
.
DEBUILD T/A
Rev. - 10.06.16
5
1.7
SP233494
Emt A
29
8. 5
1.6
0
1.7 09
46
35 5.
2.
2.
4.7 2.
FL
43
1 1.6
CP 8 13
7 10 9 5.
5.
3 5. 5.3 6
SP233494
1.6
(Highset House) 7 7
1.6 1.6 9
1.6
9
1.6
2
1.7 1.6
4 3
Gate
Gate 1.6
9
9 1.6
20.117m
1 .6 314°0'
6
1.6
6 1.6
Kerb TBM
O.Nail in Kerb 4
0 .41 4 6 .44 1.4 .46 6
1.4 1 O.Nail
RL 1.42m 1.4 1.4 1 1 1.4
9 5
1.3 O.Nail 1.3
8 3 Lip of Barrier Kerb 6 6
1 .2 1.3 1.3 1.3
A
NANNYGAI STREET
5
1.7
SP233494
Emt A
29
8. 5
1.6
0
1.7 09
46
35 5.
2.
2.
4.7 2.
FL
34
1 1.6
CP 8 13
7 10 9 5.
5.
3 5. 5.3 6
SP233494
1.6
(Highset House) 7 7
1.6 1.6 9
1.6
9
1.6
2
1.7 1.6
4 3
Gate
Gate 1.6
9
9 1.6
20.117m
1 .6 314°0'
6
1.6
6 1.6
Kerb TBM
O.Nail in Kerb 4
0 .41 4 6 .44 1.4 6 6
1.4 1 O.Nail
RL 1.42m 1.4 1.4 1 1.4 1.4
9 5
1.3 O.Nail 1.3
8 3 Lip of Barrier Kerb 6 6
1 .2 1.3 1.3 1.3
NANNYGAI STREET
A
[OCR of page images]
DRAWING SIZE - A2
MAXIMUM CROSS-FALL OF 1 in 40 ON ALL
FOOT-PATHS AND INTERNAL PEDESTRIAN
CONTRACTOR TO TOPSOIL AND TURF ANY
DISTURBED OR DAMAGED AREAS OF THE ROAD
PATHS AND RAMPS
RESERVE ADJACENT THE CONSTRUCTION SITE
I] LOT 36 ON RP 63879
Level Datum AHD
| | Level Origin PSM97268, RL 1.589m
a
'SNOH ¥9SyBIH)
vereezds
do
to--- 4
t TERRACE SLABS. REFER
STRUCTURAL DOCUMENTATION
| FOR DESIGN DETAILS.
|
NEW CONC. FOOTPATHS AS SHOWN
SHADED TO COUNCIL STANDARDS (IPEWA
Drg, SEQ-R-065) MAX. TOOL JOINT
SPACING 2m CTRS. REFER LANDSCAPE
ARCHITECT FOR SURFACE TREATMENTS.
NOMINAL KERB | PAVEMENT (NO TRIP
SETOUT LINE MAX 1 in 40 CROSS FALL IN
40 | 110 DRIVEWAY WHERE FOOTPATH
TRAVERSES.
R20
a z oO
PAVEMENT LEVEL 1 8 Se
acy ad <0) 48
B : ‘ 4 veal at] oo _ 5 I
ag 4 = Wt Ni
bP te KM :
° a im )2E2
300/450 150 ‘ _fia ri
Oe sah
< all! || [DS]
SECTION ~ STAND-UP KERB & CHANNEL Oo al iy
5 aU =
Zz s 1 4 |
< =|
Zz | Fy a
FH) 3
LEGEND.
INDICATES EXISTING SURFACE CONTOUR
— AND LEVEL TO AHD.
PROVIDE SMOOTH JOINT TO NEW
HAZZARD).
NK)
NEW L/B LERB
~|-LBm_(WW) RC PATH: 599 _
4 =
ao 1 — “
Vv | .
$Y” EXISTING SURFACE SPOT LEVELS. MAINTAIN POSITIVE FALL | DEMOLISH & REMOVE CROSSOVER &
ALONG NEW KERB INVERT + RE-CONSTRUCT STAND-UP KERBING
E INDICATES OVERHEAD ELECTRICITY ‘LTO LOCAL AUTHORITY STANDARDS
SUPPLY LINE TO PROMOTE SW FLOWS | AND DETAILS - &
TO Ex. SW PITS. | . &
INDICATES EXISTING SEWER LINE |
|
; INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT SITE PLAN — DRIVEWAY JOINTING
LOCATION PRIOR TO WORKS Saepe oa)
Scale 1: 200
__ swyex INDICATES STORMWATER DRAIN PROPOSED
OR EXISTING AS NOTED MIN 1 IN 100
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
FALL UNLESS NOTED OTHERWISE ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL
Ww INDICATES WATER MAIN APPROX SERVICES ARE TO BE PROTECTED IN
ALIGNMENT, BUILDER TO CONFIRM EXACT ACCORDANCE WITH THE AUTHORITY RESPONSIBLE
LOCATION PRIOR TO WORKS FOR THE SERVICE
x INDICATES PROPOSED FINISHED
SURFACE LEVELS NEW KERB & CHANNEL TO BE IN ACCORDANCE
WITH COUNCIL STANDARD DETAILS
125 THK. DRIVEWAY SLAB ON COMPACTED
MATERIAL, SL82 MESH, TOP 50 COVER,
FLEXIBLE JOINT AGAINST
MASONRY /CONCRETE.
3
(T.J.) DENOTES WET TOOLED JOINT 10 TERRACE
TO SLAB, REFER TO DETAILS 8
(ks) V/A 7 YY’ SUBGRADE PREPERATION, REFER
—-— "1... DENOTES DANLEY KEY JOINT TO DETAIL ple “/~/) — GENERAL NOTES
DEPTH
www.dialbeforeyoudig.com.au ONE
DIAL1100
BEFORE YOU DIG
PAVEMENT MATERIALS:
—125mm N25 CONCRETE PAVEMENT, SL82 MESH MIDDLE
~100 THK COMPACTED BASE COURSE SAND OR CRUSHER DUST
—SUB-GRADE PREPERATION IN ACCORDANCE WITH SPECIFICATIONS /NOTES
DRIVEWAY CARPARK PAVEMENT SECTION
(esnoy yesysiH)
vereceds
do
EX. EASEMENT A
© { SP233494
i
“IL RP. BOUNDAR’
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SITE_PLAN — DRIVEWAY LEVELS
Scale 1: 200
DRIVEWAY SLAB
125mm THK
SL82 MESH
40mm TOP COVER
WET TOOLED
ef JOINT.
125mm
LLLLLLLLLL XK, }
CONTROLLED FILLY’ CHEE
~S—LOWER SLAB MESH TO MAINTAIN
40mm TOP COVER CUT EVERY
SECOND WIRE SOmm CLEAR
ALONG LINE OF JOINT
(TJ) TOOLED JOINT RESIDENTIAL
KERB LINE
1.5m (Min) @ 1 in 8 SLAB MESH
MIDDLE
_ NOMINAL
25
\ | ae
50mm COMPACTED JOINT.
SAND BED
RESIDENTIAL CROSSOVER — LAYBACK KERB
SAW CUT AND
BREAKOUT
BACK OF KERB
150(D) CONNOLLY
KEY JOINT PROFILE. (\
4
KEY
EX. SWPT EXISTING STORMWATER PIT
RC. HW. — REINFORCED CONCRETE HEADWALL
EX. SMH —_EXISTING SEWER MANHOLE
E.0.B. EXISTING EDGE OF BITUMEN
K&Cc EXISTING KERB & CHANNEL
N.S.L. NATURAL SURFACE LEVEL
FH. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL POWER POLE
KERB EXISTING KERBING
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.
FOOTPATHS AND DRIVEWAYS:
1. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL
2. CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES
3. CONCRETE DRIVEWAY 10 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 10 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 10 INSIDE EDGE OF
CURVE
10. ALL SERVICES TO BE LOCATED AND PROTECTED AS REQUIRED PRIOR 10
WORK COMMENCING
NANNYGAI | PROPOSED DRIVEWAY
STREET a GARAGE.
ce RL 2.320
= | cS
S 5. 3.00 .S
S 1 = 200 S&S
s 00 ©
“STAND-UP KERB 1
APPROX. EXISTING
& ANE a S = = GROUND LINE.
EXISTING S.L. - = 2 2 2 2
PROPOSED LEVEL - 8 8 8 8 &
CUT/FILL - sg gj gf Ff 8
CHAINAGE — 4 23 2 |g &
DRIVEWAY SECTION A-A
Scale 1: 200
R16 DOWELS,
800 CTRS. 125 THICK
SLAB.
VILLI LIK
CONTROLLED Fy GF
FROM JOINT.
(KJ) DANLEY KEY JOINT DETAIL
Onnnnt-——+__ >? __—?m1:100 © A2
STOP MESH 50mm
A. NEW ARCHITECTURALS. 23.02.2018
Revision | Description Date
issue: FOR APPROVAL
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
AABN 40 098 481 899
> SCG Unit 1/11 Project Ave,
DEBUILD T/A
Noosa Heads
Title:
OPERATIONAL WORKS:
DRIVEWAY PLANS & DETAILS
Project Lot 36 Nannygai Street
Noosaville
Date: Jan 2018 Drawn: CK Design: TH
p
w| Checked: Drg No. Rev,
8} RPEQ 5835
| S Richardson 27285-OW4 .
Page 5
35
8.
8.
29
34
RP63879
(Highset House)
1.3 O.Nail
1.2
Emt A
9
1.6
8
Kerb
1.6
CP
9
SP233494
6
SP124749
1.4
1.7
0
1.6
1.6
1. 4
0
9
6
1
1.7
1.7
1.9
1.8
O.Nail
1.8
6
2
6
8
1.75
4.
0
71
1.8
1.7
5
7
1.6 1.8
1.8
8 3
1.7
1.7
0
1.8
6
6
1.7
1
9
5.
1.6
37
1.7
9
O.Nail in Kerb
4.
6
RL 1.42m
99
TBM 1.7
1.7
5
6
NANNYGAI STREET
20.117m
314°0'
2
1.3
5. 5.3
.3
1.6 1.6
10 9
3
4
7 7
Gate
1.4
FL
4
2
2. .46
1.8
1.9
35
1.6
1.8
2
6
1.8
Lip of Barrier Kerb
6
6
1.8
2
9
5.
13
5.
1.6
1.6
09
5
5.
9
01
5.
07
1.3
1.6
1.4 1
1.7
6
9
6 .44
4
1.6
Gate
7
1.8
5
1.9
0
1.3
1.4 6
1.7
6
1.8
4
1.4
1.6
1.7
1
1.8
0
4
5
3
5.
79
1.6
1.4
1.3
3
6
5
CP 2
BUP6914 GTP101191
. . .
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:
WATER SUPPLY & SEWER
Project Lot 36 Nannygai Street
Noosaville
Date: Jan 2018 Drawn: CK Design: TH
Drg No.
Rev. - 10.06.16
Rev.
Checked:
27285-OW5 .
[OCR of page images]
DRAWING SIZE - A2
a
|
LOT 36 ON RP 63879
Level Datum AHD
Level Origin PSM97268, RL 1.589m
INSTALL DOMESTIC 25 Diam BRANCHS CONNECTION
AND METERS FROM WATER MAIN IN ACCORDANCE
WITH UNITYWATER SPECIFICATIONS & DETAILS.
WORKS BY UNITYWATER AT DEVELOPERS COST.
REFER TO HYDRAULIC CONSULTANTS DRAWINGS
35
ao en RP63879
(Highset House)
; EX. EASEMENTnt at
° ‘SP233494
EXISTING PROPERTY z
BRANCHES & METERS TO BE - a q_ RP. BOUNDARY a ~
DECOMMISIONED.
+ +
—— =
NEW 256 DIAMETER | xt
BRANCHES FROM —— .
WATER MAIN “St c lf 4
r ‘|i HOUSE 2 ° :
© \ | FFL 2.70, i
- Y ry
Ww Hp :
wt J AI SL. / J
V4 bie POOL
EE | ar 4 Zé L L ZL J + +
dD c i] te 5
< af | ! SO, TA ie * I
2 z | + Sy SS Vey MY / ie
Zz au [] |Gecs ‘
Z #7". i SN HOUSE 1 L | |
zZ I Ay | { FFL 2.70,
S. So +
ti 8 . Y) |
| y= 3 YY. |
| + 4
UNITYWATER APPROVAL TO BE OBTAINED ALL | oe ee
Jom | * QUNDARY SOS
7
+- — —— +
FOR METER REQUIREMENTS. i Se
q | INTERNAL WATER SUPPLY, K J |
| RETICULATION BY HYDRAULICS ( |
“2 | CONSULTANT. TYPICAL. |
| | BUP6914 |
| + |
SITE PLAN — WATER SUPPLY & SEWER CONNECTION
Scale 1: 200
www.dialbeforeyoudig.com.au
DIAL1100
BEFORE YOU DIG
CIVIL CONTRACTOR TO POT HOLE
AND EXPOSE EXISTING SEWER TO
CONFIRM DEPTH PRIOR TO
COMMENCING WORKS
EXISTING SEWER CONNECTION BRANCH TO
BE UPGRADED AS NECESSARY. UNITY
WATER CONNECTION APPROVAL TO BE
OBTAINED PRIOR TO START OF WORKS.
REFER HYDRAULICS CONSULTANT FOR
CONNECTION DETAILS. ALL WORKS AT
DEVELOPERS COST.
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
cP
$P124749
GTP101191
KE
EX. SWPT EXISTING STORMWATER PIT
RC. HW. —- REINFORCED CONCRETE HEADWALL
EX. SMH — EXISTING SEWER 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
EX. SMH
fnnnnt—1_?>——1_fm1:100 @ 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
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) 10 BE
EXTENDED 10 SURFACE
— MANHOLE OR MAINTENANCE SHAFT COVERS 10 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 10 MH
HYDRAULICS
1. HYDRAULIC SERVICES SHOWN ARE DIAGRAMATIC ONLY. REFER TO
ARCHITECTURAL DRAWINGS FOR LOCATIONS OF FIXTURES.
2. ALL SANITARY HYDRAULICS AND WATER RETICULATION WITHIN THE
ALLOTMENT BOUNDARY TO BE IN ACCORDANCE WITH AS3S00.
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 TO 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
VEHICULAR OR PEDESTRIAN PAVEMENTS ARE TO BE FITTED WITH EITHER
BRASS OR CAST-IRON COVERS.
11. ALL IN-GROUND VALVES SHALL BE IN ACCORDANCE IN APPROVED
CONCRETE PATH BOXES.
12. ALL WASTE PIPES AND WATER SERVICES PENETRATING SLABS 10 BE
WRAPPED IN AN APPROVED FLEXIBLE JOINT JOINT WRAPPING.
13. THE TERM ‘SERVICE’ REFERS TO THE MINIMUM INTERNAL PIPE DIAMETER
UNLESS NOTED OTHERWISE.
Revision | Description Date
issue: FOR APPROVAL
~) SCG Unit 1/11 Project Ave,
DEBUILD T/A
Noosa Heads
Ph (07) 5455 5604
Title: OPERATIONAL WORKS:
WATER SUPPLY & SEWER
email:[email protected]
web:www.scg-engineers.com
Project Lot 36 Nannygai Street
Noosaville
Date: Jan 2018 Drawn: CK Design: TH
p
Drg No. Rev,
Checked:
sass, [i 2728505,
Rev. 10.06.16
Page 6
. . .
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 Lot 36 Nannygai Street
Noosaville
Date: Jan 2018 Drawn: CK Design: TH
Drg No.
Rev. - 10.06.16
Rev.
Checked:
27285-OW6 .
Page 7
(Highset House)
SP233494
CP
35
8.
8.
29
34
RP63879
(Highset House)
1.3 O.Nail
1.2
Emt A
9
1.6
8
Kerb
1.6
CP
9
SP233494
6
SP124749
1.4
1.7
0
1.6
1.6
1.4
0
9
6
1
1.7
1.7
1.9
1.8
O.Nail
1.8
6
2
6
8
4.
1.75
1.8
0
71
1.7
5
7
1.6
1.8
1.8
8
1.7
1.7
3
0
6
6
1.7
1.8
9
5.
1
1.6
37
1.7
9
O.Nail in Kerb
4.
6
RL 1.42m
99
TBM
1.7
1.7
6
NANNYGAI STREET
5
20.117m
314°0'
2.
1.3
5. 5.3
1.6 1.6
34 L2. .35
1.4
10 9
3
7 7
Gate
4
F 2
1.8
1.9
1.6
46
1.8
2
6
Lip of Barrier Kerb
6
6
1.8
1.8
9
2
5.
13
5.
1.6
1.6
09
5
5.
9
01
1.7
1.3
5.
1.6
1.4 1
4
07
6
9
6 .44
1.6
Gate
7
1.8
5
1.9
0
1.3
1.4 6
6
4
1.4
1.6
1.7
1.7
1.8
1.8
4
5
1
5.
3
0
79
1.6
1.4
1.3
3
6
5
CP 2
BUP6914 GTP101191
A
. . .
.A. .NEW ARCHITECTURALS. .23.02.2018
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:
STORMWATER MANAGEMENT
Project Lot 36 Nannygai Street
Noosaville
Date: Jan 2018 Drawn: CK Design: TH
Drg No.
Rev. - 10.06.16
Rev.
Checked:
27285-SW1 .A.
[OCR of page images]
DRAWING SIZE - A2
ALL PIPES TO BE
LAID AT 1 IN 100
MIN. UNLESS NOTED
LOT 36 ON RP 63879
Level Datum AHD
Level Origin PSM97268, RL 1.589m
10
Za
PROVIDE MIN 1 in 150 FALL ALONG
LENGTH OF SWALE. DRAIN TO APPROVED
POINT OF DISCHARGE
IN
TYPICAL SECTION OPEN GRASS SWALE
3——
vereezdS
do
+
+
AUSDRAIN a IROMODULE 2 \
=
Ss
=
2
KE
EX. SWPT EXISTING STORMWATER PIT
RC. HW. —- REINFORCED CONCRETE HEADWALL
EX. SMH — EXISTING SEWER 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
RAINFALL
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.
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 10 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
, INFILTRATION S__REFE | SERVICES AS INDICATED ON THESE AND ASSOCIATED PLANS PRIOR 10
PROVIDE GALVANISED 2/125x75 “ m | DETAIL ON THIS SHEET THE COMMENCING OF WORK.
Ree PES Tors) ners ° j | o RUBBER RING SONTED RENFORCED CONCRETE PPE LAI AT A
RHS PIPES 10 FINISH PIPES ACROSS RR Pasar (Haset House) EX. SMH ROOF RUNOFF MINIMUM GRADE OF 1 IN 100 U.N.O. JOINS ARE TO BE CONSTRUCTED
Al 10P OF STANDUP FOOTPATH, : DRIVEWAY IN ACCORDANCE. WITH THE MANUFACTURERS REQUIREMENTS.
. Y 6. SEWERS 100mm DIAM. UPVC U.N.O. AND LAID AT A MINIMUM
S EX. EASEMENTnt at GRADE OF 1 IN 60.
| — a ee RE
ee . -
° WwW . CLASS 12 POLYETHYLENE
. 2/125x75x4.0 RHS (GALV.) ——T our a ome me — at OE wPNE. 8. ALL ABOVE GROUND AND INTERNAL WATER SUPPLY PIPEWORK TO
LAID AT 1 in 100 MIN. = L — DP . — rn + He a INFILTRATION PITS BE TYPE B COPPER.
INSTALL TO NEW KERB ——. rab / pp’ | \ @D-150 9. WATER SERVICES ARE NOT PERMITTED IN GROUND SLABS AND ALL
RHS (2) KERB OUTLET ADAPTORS AND MAKE 6 | ‘ a / fF CCC )~— INS AND CONNECTIONS SHALL BE MADE ABOVE THE SLAB.
= fe 10. FIRE HYDRANTS ARE TO BE INSTALLED ARE TO BE INSTALLED IN
FOOTPATH 00D. SLA. . Bt x 7 LN 7 * HOUSE 2 = . ACCORDANCE WITH AS2419.1. HOSE REELS ARE TO BE INSTALLED IN
fa ry | | ACCORDANCE WITH AS2441.
LEGEND @ om FALL. | RL 2.32 | FFL 2.70 i * 11. CLEAN-OUTS, INSPECTION OPENINGS AND CLOSING CAPS SITUATED
— KEK v NV. “| ® ; I L I i IN VEHICULAR OR PEDESTRIAN PAVEMENTS ARE TO BE FITTED WITH
a INDICATES EXISTING SURFACE CONTOUR tH = : | | Lf VL yy Wy | / Y 0 GROUNDWATER EITHER BRASS OR CAST-IRON COVERS.
2 12. ALL IN-GROUND VALVES SHALL BE IN ACCORDANCE IN APPROVED
18.0 AND LEVEL TO AHD. aé da f ef GP i 7H ae SLLLA ro T oF POOL RUNOFF TO COUNCIL CONCRETE PATH BOXES.
oe / BS ORS I — L DP> GP2 13, ALL WASTE PIPES AND WATER SERVICES PENETRATING SLABS TO
wv EXISTING SURFACE SPOT LEVELS. 0 S| |} ctalln * | < Sw sw <b swig— <a swe — wwe — <a swe — INFRASTRUCTURE BE WRAPPED IN AN APPROVED FLEXIBLE JOINT JOINT WRAPPING,
+ z 8, Q DR oO S C aq th | 14, THE TERM 'SERVICE’ REFERS TO THE MINIMUM INTERNAL PIPE
SL. 15.820 INDICATES PROPOSED FINISHED Oo 3 + Ce A = ? - BR Dp. POOL DIAMETER UNLESS NOTED OTHERWISE.
LL. 14.725 SURFACE /INVERT LEVELS OF NOMINATED SW 5 x ! = x o SL ia Stee % WY 4 J J 4 / l WATER CYCLE DIAGRAMATIC
PITS AND HEADWALLS. sr ft 7 ATT I
EZ ae RL 2.52 INFILTRATION PITS
INDICATES DIRECTION OF FALL Zz HOUSE, 1 oF | TREAT FIRST FLUSH RUNOFF FROM ROOF’S —-RHS PIPES TO FINISH Smm
FAL. 70 FINISHED SURFACES. LL FFL 2,70 /4 * STORAGE AND ONGOING INFILTRATION MIN. OFFSET FROM FACE OF
# | | STANDUP KERB 10 PREVENT
fs REDUCES DEVELOPED SITE RUNOFF VEHICLES CUTTING TYRES
GP1 450Sq STORMWATER JUNCTION BOX, | I el
PRE-CAST CONCRETE. PROVIDE GRATED LID Rh | GALVANISED CAP
TO ALLOW STILL WATER EVAPORATION OF | 125x75x4.0 OVER RHS PIPES.
WET SYSTEM. [ RHS PIPE. LL.
TO MATCH KERBS.
GP2 — 300Sq GRATED FIELD INLETS, PRE-CAST + S FALL LANDSCAPED AREAS 10 FALL
2 CONCRETE. PROVIDE GRATED LID WHERE | AUSORANLENVROM@DULE 2 o> FORMED FLOW PATHS 10 __ FALL
INSTALLED IN LANDSCAPED AREAS PROVIDE GRATED LID TO AL | FIC TRAC epeceD oS ; __ DIVERT RUNOFF TO FRONT =
GPI’s TO ALLOW STILL WICTRAHON. CELLS REFER “3 | OF SITE. 1 in 100 MN FALL
ee err 150(W) GRATED DRAIN WITH HEAVY WATER EVAPORATION OF 1 tof kT - DOWNPIPES (DP) SHOWN ; TYPICAL.
DUTY GRATE. WET SYSTEM. TYPICAL. ce DIAGRAMATIC TO DEMONSTRATE
+ STORMWATER MANAGEMENT. | ESS SSN
| aS NUMBER AND LOCATION TO BE |
" SWERVE ELECTRICITY ™ DETERMINED BY HYDRAULICS
CONSULTANT & ARCHITECT. RHS KERB ADAPTOR TO
INDICATES EXISTING SEWER LINE SITE PLAN — STORMWATER MANAGEMENT
Scale 1: 200 PROVIDE INSPECTION
t INDICATES TELSTRA LINE APPROX OPENINGS (1.0.S) FROM EXISTING KERB_ DETAIL.
ALIGNMENT, BUILDER TO CONFIRM EXACT | AUSDRAIN ENVIROMODULE 2 SLOTTED PIPE IN BASE FOR
LOCATION PRIOR TO WORKS CONTRACTOR TO LOCATE ALL SERVICES PRIOR TO cs INFILTRATION CELLS 10 IN oe ae KaERFLOW
\ NOCATES WATER WAN APPROX COMMENCNG WORKS ON STE, ALL SERVES ARE a UNE, WRAPPED I | Sb oe 7 7
ALIGNMENT, BUILDER TO CONFIRM EXACT AUTHORITY RESPONSIBLE FOR THE SERVICE | RAISED GALVANISED 0S LOS A._ | NEW ARCHITECTURALS. 23.02.2018
LOCATION PRIOR TO WORKS | CRATE TO PIT STORMWATER .0. “ STORMWATER Revision | Description Date
sw INDICATES STORMWATER DRAIN PROPOSED INFLOW Issue:
AS NOTED MIN 1 IN 100 FALL UNLESS ALL PIPES TO BE LAID AT 1 IN 100 MIN. | FOR APPROVAL
NOTED OTHERWISE UNLESS NOTED
muro AGKES AIQNENT OF SE no rag tes A gr ee unireae
DIRECTION OF FLOW, REFER TYPICAL
SWALE DETAILS
www.dialbeforeyoudig.com.au
DIAL1100
BEFORE YOU DIG
BREAK OUT BTM OF PIT &
INSTALL LAYER OF 40-80mm
AGGREGATE TO ALLOW FOR
DRAINAGE AFTER RAIN EVENT.
450 SQ PRE-CAST
CONCRETE JUNCTION
BOX
GP1_ TYPICAL SECTION
MAIN THROUGH DRAIN TO
THE SLOTTED PIPE IN THE
PROVIDE SLOTTED PIPE BASE
THROUGH BOTTOM OF ALL PIPE PENETRATIONS THROUGH THE
CELLS GEOFABRIC TO BE FITTED WITH STAINLESS
STEEL PIPE CLAMPS, GEOFABRIC TO BE
LAPPED AT JOINS WITH A ROOT INHIBITOR
PROVIDED ALONG THE JOIN LINES
AUSDRAIN INFILTRATION SOAKER PIT DETAIL
fnnnnt—1_?>——1_fm1:100 @ A2
DEBUILD T/A
C) St
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
AABN 40 098 481 899
Title: OPERATIONAL WORKS:
STORMWATER MANAGEMENT
Project Lot 36 Nannygai Street
Noosaville
Date: Jan 2018
p
Drawn: CK
Design: TH
Checked:
RPEQ 5835
S Richardson
Rev. 10.06.16
Rev.
27285-SW1| A.