Original source · versioned page text
SCG 31240 - CD-Issue 4 19.08.2022
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SEAVIEW TERRACE
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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
HEIGHT DATUM
LOT 75 ON RP 81810
Level Datum AHD
Level Origin PM 44264,
RL 24.290m
Survey information provided by Max
Watterson & Associates |
ee
2A
LEGEND
~~ |NDICATES EXISTNG SURFACE CONTOURS
AND LEVELS TO AHD.
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 STORMWATER DRAIN EXISTING
— SW/EX AS NOTED
— w————_ INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
—_——— — SLI SILT RETENTION FENCE TO DETAIL
www.dialbeforeyoudig.com.au
DIAL1100
BEFORE YOU DIG
3S:
2
35.30"
35.33
32.90
PROVIDE RUMBLE
GRATES DURING SITE
BULK EARTHWORKS.
BASEMENT
FFL 31.175
FPL 31.000
32.65
80-120mm ROCK (NO
FINES) HARD STAND
OVERLAY FOR
DELIVERY'S DURING
CONSTRUCTION. TYPICAL.
SITE PLAN — SILT & SEDIMENT EROSION PLAN
Scale 1: 100
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
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.
KEY
EX. SWPT EXISTING STORMWATER PIT
RC. HW.
EX. SM
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
EXISTING SIDE ENTRY
PIT OR SIMILIAR
GRATED PIT
KERB & CHANNEL
SILT FILTER SOCK DETAI
IH = EXISTING SEWER MANHOLE
SILT FILTER SOCK TO
SURROUND GRATES AND
SIDE ENTRY INTO PIT
L_— STAND UP KERB
fnanu-——1_?—)_?m1:100 © At
REINFORCED CONCRETE HEADWALL
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
EX. SCP EXISTING SEWER CONNECTION POINT ARCHITECTURAL DRAWINGS.
E.0.8. EXISTING EDGE OF BITUMEN 4, ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
K & C EXISTING KERB & CHANNEL ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE
NSL. NATURAL SURFACE LEVEL ENGINEER INMEDIATELY.
FH, FIRE. HYDRANT 5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING
1 TELSTRA PIT SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL
EP. ELECTRICAL PILLER ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WTH
KERB _EXISTING KERBING THE ATTACHED CRITICAL DEPTH LINE DIAGRAM.
PP EXISTING POWER POLE 6. THE BUILDER MUST PROTECT ALL EXISTING NEIGHBOURING
STRUCTURES/BUILDINGS THROUGHOUT THE WORKS,
PARTICULARLY DURING EARTHWORKS. REFERENCE SHOULD BE
MADE TO OUR CRITICAL DEPTH LINE DIAGRAM OR SEEK
GUIDANCE DIRECTLY FROM THIS OFFICE
S
x
x
, 2 6
+
O 9
\
v NX Xo
° \ Po? ©
e » wv | | | on
a + oe +
>: SS # oN
6 w aW.M) oO
; 7 = ast _
| 900(W) GEO-FABRIC
we ~~ SILT FENCE, FIXED 70 ——]]] 5
| 2 SPIKES AND BURIED 300 3
| x ~~ INTO STABLE. GROUND.
1 Lu
| - 1200(L) 50 SQ. HDWD
| 2 SPIKES, 1800 CTRS
aN DRIVE 600 INTO
te H = Kot SWPT GROUND. =
. v = SILT FENCE DETAIL
q
SES
4 EX. SWMH GHB. Ty
nanan < 7 le
HEEL Nw Hr PROTECT EXISTING STORMWATER SILT. RETENTION
HIE Ss INLETS WITH FILTER SOCK THE CONTRACTOR IS TO INSTALL APPROVED SILT
ea NA | SURROUND. REFER DETAILS. RETENTION FENCES PRIOR TO COMMENCING ANY
VT TAH S l < o EARTHWORKS, THE FENCE IS TO BE
ws P CONSTRUCTED ALONG THE LOWEST BOUNDARY
UU er LE a = | LLI + AND RETURNED UP SIDE BOUNDARIES TO ENSURE
S FULL STORMWATER ENTRAPMENT. SURFACE
wv | WM RUNOFF FROM WITHIN THE ALLOTMENT MUST
DRAIN TOWARDS THE FENCE AND SHALL NOT
JX ENTER NIEGHBOURING ALLOTMENTS THROUGH THE
+ 5. USE OF SURFACE BUNDING OR SCOUR
“ S EX. SMH al PROTECTED DRAINS. THE FENCE MUST REMAIN IN
—— —— gp — —/ — I 3 6 PLACE UNTIL SUCH TIME THAT FINISHED
O LANDSCAPING AND DRAINAGE MEASURES ARE
INSTALLED
CREATE BUNDING IN m =
TEMPORARY HARDSTAND
FOR DIVERISION INTO DUST MOBILISATION FROM WIND ACTION
SILT FENCES. TYPICAL. MAINTAIN EXISTING DRIVEWAY eC SITE CONTROL TO INCLUDE PROTECTION AGAINST THE CARRIAGE OF
re es SOIL SEDIMENT FROM WIND ACTIONS. SITE FOREMAN TO COVER ALL
ENSURE EXISTING COVER IS MAINTAINED STOCKPILES WITH HESION OR SIMILIAR, PROVIDE SILT FENCING
OVER EXISTING SEWER & STORMWATER VS AROUND BASF OF STOCKPILES
DURING CONSTRUCTION. BUILDER 10
POT HOLE AND CONFIRM ALIGNMENT
AND LEVELS PRIOR TO CONSTRUCTIONS.
ALLOW FOR TEMPORARY STEFL
BRIDGING PLATES IF DRIVEWAY IS & MAINTENANCE _OF_SILT PROTECTION
REMOVED @ 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
HP SUSCEPTABLE TO STORMWATER SCOUR.
rv
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 40 098 481 899
C) ste
DEBUILD T/A
Title:
SILT & SEDIMENT EROSION
PLAN
Project
99 SEAVIEW TCE,
SUNSHINE BEACH
Date: Drawn Design
Sept 2021 TW
TH
Checked: Drg No. ev
Srcnadson |’ | 01240 —OW2.1) -
10.06.16
1:200 @ A3
Rex
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