SCG 33157 - CD Issue 4 - 20.05.2024

 

 

DRAWING SIZE — At

 

KEY CONSTRUCTION NOTES
EK. SPT ASSTING STORMAANTEERR FIT GENERAL:
. 1. DO NOT SCALE FROM THIS DRAWING.
HEIGHT DATUM Yi FRC. HH. FREIND COOGEE HAIDA 2. ALL DIMENSIONS IN MILLIMETRES
LOT 145 ON N 21859 a ie EDK. SMH EAESTING SEMERR WARHE 3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE
Level Datum AHD UW OR Ne Soe Oe A FRONT ARCHITECTURAL DRAWINGS.
‘i . 4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
Level Origin PSM69515, RL 1.97m K McC MISTING HERR HAAN ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE
WNSSUL,—ANPATTUPRAAL SURRFAMCEE EEE ENGINEER IMMEDIATELY.
Survey information provided by Fett FRE CRT 5, THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING
Steve Cooper & Associates Pty Ltd m1 TELSTRA FATT SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL
ER. HURCTRROAL PAULA ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH
HERB EXETING KERBING THE ATTACHED CRITICAL DEPTH LINE DIAGRAM.
PPP EXESTING FROMER FROLE 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

 

 

   
   
 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

7 me 900(W) GEO-FABRIC
/ ~¢ SILT FENCE, FIXED T0 ——* o
G2 / y SPIKES AND BURIED 300 3
yee TT TT aa N _ / / INTO STABLE GROUND.
q--H1 gd ¢
TH
Sf
4h ° ' ?
wey 236°19 7 1200(L) 50 SQ. HDWD
—_ —___ ___ Ss] 6.212 _ SPIKES, 1800 CTRS
— SIL-— — DRIVE 600 INTO
a , GROUND.
-t \
7 = = \
\
a T- 2
ye —y
Y cA
a ve 7
4 - 1 y SILT RETENTION
| y THE CONTRACTOR IS TO INSTALL APPROVED SILT
——— | | fi a RETENTION FENCES PRIOR TO COMMENCING ANY
--T TH yo yooN EARTHWORKS. THE FENCE IS TO BE
| 4 Sh / \ CONSTRUCTED ALONG THE LOWEST BOUNDARY
| i j we / aN AND RETURNED UP SIDE BOUNDARIES TO ENSURE
| i | SLY SY FULL STORMWATER ENTRAPMENT. SURFACE
| i i 4 ~ > Ly RUNOFF FROM WITHIN THE ALLLOTMENT MUST
| i 7 DRAIN TOWARDS THE FENCE AND SHALL NOT
/ y ENTER NIEGHBOURING ALLOTMENTS THROUGH THE
, y K USE OF SURFACE BUNDING OR SCOUR
t / vy PROTECTED DRAINS. THE FENCE MUST REMAIN IN
i / > PLACE UNTIL SUCH TIME THAT FINISHED
” | DASHED LINE INDICATES i! / LANDSCAPING AND DRAINAGE MEASURES ARE
mu PROPOSED BUILDING { / : INSTALLED
| FOOTPRINT AT \ / O75
. BASEMENT LEVEL \ Q / JL 6 ©
o . /
NS FALL SITE TOWARD / Ly Qo: DUST MOBILISATION FROM WIND ACTION
o™ | SILT FENCES. ‘ "7 SITE CONTROL TO INCLUDE PROTECTION AGAINST THE CARRIAGE
52 | OF SOIL SEDIMENT FROM WIND ACTIONS. SITE FOREMAN 10 COVER
—N | ALL STOCKPILES WITH HESION OR SIMILAR, PROVIDE SILT FENCING
9 AROUND BASE OF STOCKPILES
Heo |
| 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
a | 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.
|
|
|
|
|
|
|
|
D |
TT |
Wi
|
LL 4
wel
Jie 2.91
2.83 “
2
LEGEND. 2.81 eon? g
19 2.86 Viv
2 1 2.74 ° ' LP
- att 649 “ 76°52 ay
__--77 INDICATES PROPOSED SURFACE . 93 g / }
4807 CONTOURS AND LEVELS TO AHD. 275 QA 59 / 3.053 J
/ / . . .
+180 EXISTING SURFACE SPOT LEVELS. A JS Revision | Description Date
4
é Issue:
y
— — ——— INDICATES OVERHEAD ELECTRICITY 13 FOR APPROVAL
INDICATES EXISTING SEWER LINE DO NOT SCALE FROM THIS DRAWING
EXISTING DRIVEWAY he design and associated details contained on this and associated ‘
—__ v INDICATES WATER MAIN’ APPROX CROSSOVER TO REMAIN the witten permission of SCG Consulting Engineers
ALIGNMENT, BUILDER TO CONFIRM EXACT FOR BULK EARTHWORKS
LOCATION PRIOR TO WORKS a Unit 1/11 Project Ave,
Noosa Heads
| ——__ INDICATES TELSTRA LINE APPROX < SCG Ph (07) 5455 5604
ALIGNMENT, BUILDER TO CONFIRM EXACT 5 email:[email protected]
LOCATION PRIOR TO WORKS 5 web-wimw.scg-engineers.com
— — — — sit SILT RETENTION FENCE TO DETAIL Title:
SITE PLAN — SILT & SEDIMENT EROSION PLAN SITE SILT AND SEDIMENT
Scale 1: 100 CONTROL PLAN
www.dialbeforeyoudig.com.au Proj
roject
qa DI AL1100 SITE DRAINAGE — CONSTRUCTION ALL SERVICES SHOWN ON THIS PLAN INDICATIVE LOT 145, 38 MOSSMAN CRT
ENSURE GROUND PROFILE DURING CONSTRUCTION FALLS _ ONLY CONTRACTOR TO LOCATE ALL SERVICES NOOSA HEADS
| SUTE_DRAINAGE — CONSTRUCTION PRIOR TO COMMENCING WORKS ON SITE. ALL
I BEFORE YOU DIG TOWARDS THE CENTRE OF THE ALLOTMENT THEN TOWARDS CONSTRUCTED STORM WATER PITS WITHIN THE SITE ARE TO .
THE REAR BOUNDARY WHERE RUNOFF WILL DRAIN THROUGH BE COVERED UNTIL THE SITE IS COMPLETED OR 10 BE SERVICES ARE TO BE PROTECTED IN Date: Nov 2023 Drawn TH Design 1H
THE SILT POND & SILT FENCES. IN NO INSTANCE SHALL THE FITTED WITH SILT PROTECTION MEASURES TO THE APPROVAL ACCORDANCE WITH THE AUTHORITY RESPONSIBLE ov
ALLOTMENT DRAIN INTO NEIGHBOURING ALLOTMENTS. OF THE ENGINEER FOR THE SERVICE Checked: Drg No. we
Ranu—t___t——t_?m1:100 @ A1_ | ppg 5835
Puy mt: g
1:200 @ A3 JS Richardson 331 57-OW2. .