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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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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.
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