Original source · versioned page text
SCG 0469 - CD Issue 1 - 14.04.2025
THE SITE
Issue:
SCG HOLDINGS PTY LTD T/A
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 68 669 675 790
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
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Page 2
Issue:
SCG HOLDINGS PTY LTD T/A
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 68 669 675 790
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Page 3
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Page 4
DRAWING SIZE — At
KEY
EX. SWPT EXISTING STORMWATER PIT
EX. SWMH EXISTING STORMWATER MANHOLE
EX. SMH EXISTING SEWER MANHOLE
ve al ATU M EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN
Level Datum AHD K & C EXISTING KERB & CHANNEL
4 George Street, NOOSAVILLE NS.L. NATURAL SURFACE LEVEL
Y LEVEL ORIGIN PM 19579 FH. FIRE HYDRANT
ye RL 1.528 TP TELSTRA PIT
fu Survey information provided by EP. ELECTRICAL PILLAR
MAX WATTERSON & ASSOCIATES
KERB EXISTING KERBING
RCEW REINFORCED CONCRETE END WALL
SV STOP. VALVE
WM WATER METER
OP OR SIAR SILT FILTER SOCK TO SURROUND
GRATED PIT GRATES AND SIDE ENTRY INTO ,
— oer ah Rwe Ry
—— Ltt _ A Oe sss yr TTT
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ir
80-120mm ROCK (NO FINES) Q)
2 HARD STAND OVERLAY
oo th FOR DELIVERY'S DURING Ih
SP129049 QI tO CONSTRUCTION. TYPICAL.
°
oo
& ‘K PROVIDE RUMBLE \ Q
fi GRATES DURING SITE | 9 +
BULK EARTHWORKS. Ww qin 7
| Lp WAVLIIELL
le U VHTLILILILA
P WITHIN
a 4 WAI
S all TEV |
25 PTT
20 4.77 WAIN
= a“ WuuuUU
= |||!
3 Lo
a ||| CREATE BUNDING IN
8 hI TEMPORARY HARDSTAND
B lh | FOR DIVERISION INTO
23 || SILT FENCES. TYPICAL.
|
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re x Block Ret ; Wait
Emt F nw EXISTING BLOCK RETAINING WALL
3P129049 %
5 Emt A
MH: SP315577
LL2.86
LEGEND 10-10-Root 9-80-Reot
[——— vr 6a os DUST MOBILISATION FROM WIND ACTION THIS DRAWING AND ASSOCIATED DETAILS
_--- INDICATES PROPOSED SURFACE SITE CONTROL TO INCLUDE PROTECTION AGAINST THE CARRIAGE OF MUST BE READ IN CONJUNCTION WITH
43077 CONTOURS AND LEVELS TO AHD. SOIL SEDIMENT FROM WIND ACTIONS. SITE FOREMAN TO COVER ALL THE NOTES CONTAINED ON 0469-CN.
STOCKPILES WITH HESION OR SIMILIAR, PROVIDE SILT FENCING
4\80 EXISTING SURFACE SPOT LEVELS. AROUND BASE OF STOCKPILES
es INDICATES OVERHEAD ELECTRICITY MAINTENANCE OF SILT PROTECTION
SUPPLY LINE SITE FOREMAN TO MAINTAIN ALL SILT AND SEDIMENT PROTECTION Revision | Description Dale
INDICATES EXISTING SEWER LINE MEASURES THROUGHOUT THE DURATION OF THE PROJECT. ANY SUS
BREACHING OF THE PROTECTION MEASURES MUST BE REMEDIATED :
INDICATES WATER MAIN APPROX IMMEDIATELY AND REPORTED TO THE ENGINEER FOR CORRECTION FOR APPROVAL
— w—— MEASURES. SILT RUNOFF PROTECTION IS TO BE MAINTAINED UNTIL
ALIGHMENT. BULDER (0. CONFIRM EXACT SUCH POINT THAT LANDSCAPING IS COMPLETED AND NOT DO NOT SCALE FROM THIS DRAWING
SUSCEPTABLE TO STORMWATER SCOUR. The design and associated details contained on this and associated
a INDICATES TELSTRA LINE APPROX
drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
2 Unit 1/11 Project Ave,
— z= Noosa Heads
—sw/ex—————_ INDICATES STORMWATER DRAIN EXISTING STE 7 PLAN SILT & SEDIMENT EROSION PLAN 900(W) GEO-FABRIC SILT J SILT RETENTION 3 ( ') SCG Ph (07) 5455 5604
AS NOTED FENCE, FIXED TO SPIKES ——» THE CONTRACTOR IS TO INSTALL APPROVED SILT | Nes? wabaw sop engineers com
AND BURIED 300 INTO Ss RETENTION FENCES PRIOR TO COMMENCING ANY 8 aptgcompany 21 s0s:9675700 :
gi SILT RETENTION FENCE TO DETAIL STABLE GROUND. e EARTHWORKS. THE FENCE IS TO BE CONSTRUCTED ALONG
— THE LOWEST BOUNDARY AND RETURNED UP SIDE Title:
SITE _DRAINAGE — CONSTRUCTION BOUNDARIES TO ENSURE FULL STORMWATER ENTRAPMENT,
ONLY CONTRACTOR VO LOCATE Fl eevee ENSURE GROUND PROFILE DURING CONSTRUCTION SITE DRAINAGE = CONSTRUCTION SURFACE RUNOFF FROM WITHIN. THE ALLLOTMENT MUST SILT & SEDIMENT EROSION
FALLS TOWARDS THE CENTRE OF THE ALLOTMENT CONSTRUCTED STORM WATER PITS WITHIN THE SITE DRAIN TOWARDS THE FENCE AND SHALL NOT ENTER PLAN
. . PRIOR TO COMMENCING WORKS ON SITE. ALL THEN TOWARDS THE FRONT BOUNDARY WHERE ARE TO BE COVERED UNTIL THE SITE IS COMPLETED
www.dialbeforeyoudig.com.au SERVICES ARE TO BE PROTECTED IN 1200(L) 50 SQ. HOWD NIEGHBOURING ALLOTMENTS THROUGH THE USE OF
RUNOFF WILL DRAIN THROUGH THE SILT POND & SILT OR TO BE FITTED WITH SILT PROTECTION MEASURES
ACCORDANCE WITH THE AUTHORITY FENCES. IN NO INSTANCE SHALL THE ALLOTMENT TO THE APPROVAL OF THE ENGINEER SPIKES, 1800 CTRS DRIVE SURFACE BUNDING OR SCOUR PROTECTED DRAINS. THE Project
RESPONSIBLE FOR THE SERVICE ENCES. IN NO) INSTANC ae 600 INTO GROUND. FENCE MUST REMAIN IN PLACE UNTIL SUCH TIME. THAT 9 GEORGE ST
DRAIN INTO NEIGHBOURING ALLOTMENTS. FINISHED LANDSCAPING AND DRAINAGE MEASURES ARE ’
BEFORE YOU DIG SILT FENCE DETAIL — INSTALLED NOOSAVILLE
: Di Desi
Date: Worch 25 |" FS eosin Ty
6 1 2 3 4 5 Checked: Drg No. Rev.
rum 1:100 @ Al Jpeg 27698 7).
1:200 @ A3 —*|T Harrington 1” — 00469-OW2.1 | .
Page 5
Cut/Fill Summary
Name Cut Factor Fill Factor2d Area Cut Fill Net
Volume 1.000 1.000 661.30sq.m 36.29 Cu. M. 415.49 Cu. M. 379.20 Cu. M.<Fill>
Totals 661.30sq.m 36.29 Cu. M. 415.49 Cu. M. 379.20 Cu. M.<Fill>
1.61
WM
73
1.
1.39
1.41
89°56'10"
70
65
78
1.
1.
1.
28.768 1.61
58 .72
73
74
1.
1
1.
63
1.
60
1.
1.
62
56
1.
1.
BM: Nail in Kerb
66 57 RL: 1.565
68 1. 1.
58
1.
1.
73
58 1.
1.55
1.41
1.46
1. 66
1.
67
1.
177°08'10"
59
22.983
2
1.
6
2
1.
RESIDENTIAL
22.934
358°33'
SP129049 DEVELOPMENT
76
1.
8 1.
70
71
1.
665m²
79
1.
1.56
1.44
1.39
65
1.
56
1.
77
1.
72
1.
74
1.
74
1.
1.42
1.46
1.55
67
1.
64
1.
63
Emt D
63
1.
1.
1.76
WM
SP129048
62
1. 1.63
79
59
56
29.335
1.
1.
1.
1.76 1.73
1.43
1.47
1.56
269°57'10" 1.62 1.
Emt F WM
WM1.62
IL:-0.32
SP129049
Emt A
SP315577
S MH:
LL2.86
10.10 Roof 9.80 Roof
THIS DRAWING AND ASSOCIATED DETAILS
Gutt 9.07
MUST BE READ IN CONJUNCTION WITH
CP THE NOTES CONTAINED ON 0469-CN.
Issue:
SCG HOLDINGS PTY LTD T/A
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 68 669 675 790
Title:
DILAPIDATION REPORT: Project
SITE PREPARATION, EARTHWORKS & COMPACTION
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Page 6
OPMENT
1.61
WM
73
1.
1.39
1.41
89°56'10"
28.768 1.61
up
BM: Nail in Kerb
RL: 1.565
1.55
1.41
1.46
177°08'10"
22.983
2 RESIDENTIAL
22.934
358°33'
SP129049 DEVELOPMENT
8
665m²
1.56
1.44
1.39
1.42
1.46
1.55
up
THIS DRAWING AND ASSOCIATED DETAILS
Emt D 1.76
WM
MUST BE READ IN CONJUNCTION WITH
THE NOTES CONTAINED ON 0469-CN.
SP129048
1.63
29.335 1.76
1.43
1.47
1.56
269°57'10" 1.62
Emt F WM
WM1.62
IL:-0.32
SP129049
Emt A
SP315577 Issue:
S MH:
LL2.86
10.10 Roof 9.80 Roof
SCG HOLDINGS PTY LTD T/A
Gutt 9.07
Unit 1/11 Project Ave,
Noosa Heads
CP Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 68 669 675 790
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Page 7
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH
THE NOTES CONTAINED ON 0469-CN.
Issue:
SCG HOLDINGS PTY LTD T/A
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 68 669 675 790
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Page 8
1.61
WM
73
1.
1.39
1.41
89°56'10"
28.768 1.61
up
BM: Nail in Kerb
RL: 1.565
1.55
1.41
1.46
177°08'10"
22.983
2 RESIDENTIAL
22.934
358°33'
SP129049 DEVELOPMENT
8 FFL
1.81
665m²
1.56
1.44
1.39
1.42
1.46
1.55
up
Emt D 1.76
WM
SP129048
1.63
29.335 1.76
1.43
1.47
1.56
269°57'10" 1.62
Emt F WM
WM1.62
IL:-0.32
SP129049
Emt A
SP315577
S MH:
LL2.86
10.10 Roof 9.80 Roof THIS DRAWING AND ASSOCIATED DETAILS
Gutt 9.07
MUST BE READ IN CONJUNCTION WITH
CP THE NOTES CONTAINED ON 0469-CN.
Issue:
SCG HOLDINGS PTY LTD T/A
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 68 669 675 790
Title:
PLUMBING ARTICULATION:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16