RFI - SCG 0469 - Civil Issue 3 - 30.06.2025

 

 

DRAWING SIZE — Al

 

HEIGHT DATUM
LOT 8 ON RP 72243

Level Datum AHD

George Street, NOOSAVILLE
LEVEL ORIGIN PM 19579

R.L 1.528

Survey information provided by
MAX WATTERSON & ASSOCIATES

 

 

 

EXISTING SIDE ENTRY
PIT OR SIMILIAR
GRATED PIT

SILT FILTER SOCK TO SURROUND
GRATES AND SIDE ENTRY INTO

   

KERB & CHANNEL

SILT FILTER SOCK DETAIL

LEGEND

_--777 INDICATES PROPOSED SURFACE
48.07 CONTOURS AND LEVELS TO AHD.

+180 EXISTING SURFACE SPOT LEVELS.
— ———. INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE

INDICATES EXISTING SEWER LINE

w—— INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

a INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

INDICATES STORMWATER DRAIN EXISTING
AS NOTED

—— SW/EX

———— SLE SILT RETENTION FENCE TO DETAIL

 

www.dialbeforeyoudig.com.au

SA DIAL 1100

Jy BEFORE YOU DIG

 

  

 

 

 

 

 

  
  

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on S- ------ | FOR DELIVERY’S DURING
SP129049 a to CONSTRUCTION. TYPICAL.
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EXISTING BLOCK RETAINING WALL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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4.77 (WTI
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CREATE BUNDING IN
TEMPORARY HARDSTAND
FOR DIVERISION INTO
SILT FENCES. TYPICAL.

  
  

 

 

 

 

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 PLAN — SILT & SEDIMENT EROSION PLAN

Scale 1: 100

SITE DRAINAGE — CONSTRUCTION

ENSURE GROUND PROFILE DURING CONSTRUCTION
FALLS TOWARDS THE CENTRE OF THE ALLOTMENT
THEN TOWARDS THE FRONT BOUNDARY WHERE
RUNOFF WILL DRAIN THROUGH THE SILT POND & SILT
FENCES. IN NO INSTANCE SHALL THE ALLOTMENT
DRAIN INTO NEIGHBOURING ALLOTMENTS.

 

 

SITE DRAINAGE — CONSTRUCTION

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

 

 

: Nail in

 

 

 

   
  
  
  
  

 
       
 
     
 
   
 
     
 
    
 

DUST MOBILISATION FROM WIND ACTION

SITE CONTROL TO INCLUDE PROTECTION AGAINST THE CARRIAGE OF
SOIL SEDIMENT FROM WIND ACTIONS. SITE FOREMAN TO COVER ALL
STOCKPILES WITH HESION OR SIMILIAR, PROVIDE SILT FENCING
AROUND BASE OF STOCKPILES

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
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.

900(W) GEO-FABRIC SILT

FENCE, FIXED TO SPIKES =»
AND BURIED 300 INTO
STABLE GROUND.

1200(L) 50 SQ. HOWD
SPIKES, 1800 CTRS DRIVE
600 INTO GROUND.

SILT FENCE DETAIL

 
  
  
 
 
    

600

 

SILT RETENTION

THE CONTRACTOR IS TO INSTALL APPROVED SILT
RETENTION FENCES PRIOR TO COMMENCING ANY
EARTHWORKS. THE FENCE IS TO BE CONSTRUCTED ALONG
THE LOWEST BOUNDARY AND RETURNED UP SIDE
BOUNDARIES TO ENSURE FULL STORMWATER ENTRAPMENT.
SURFACE RUNOFF FROM WITHIN THE ALLLOTMENT MUST
DRAIN TOWARDS THE FENCE AND SHALL NOT ENTER
NIEGHBOURING ALLOTMENTS THROUGH THE USE OF
SURFACE BUNDING OR SCOUR PROTECTED DRAINS. THE
FENCE MUST REMAIN IN PLACE UNTIL SUCH TIME THAT
FINISHED LANDSCAPING AND DRAINAGE MEASURES ARE
INSTALLED

Ranni——1_}—1_?m1:100 © At

1:200 @ A3

KE
EX. SWPT
EX. SWMH
EX. SMH
EX. SCP
E.0.B.
K&Cc
NS.L.
F.H.
TP
EP.
KERB
RCEW
SV
W.M

EXISTING STORMWATER PIT
EXISTING STORMWATER MANHOLE
EXISTING SEWER MANHOLE
EXISTING SEWER CONNECTION POINT
EXISTING EDGE OF BITUMEN
EXISTING KERB & CHANNEL
NATURAL SURFACE LEVEL

FIRE HYDRANT

TELSTRA PIT

ELECTRICAL PILLAR

EXISTING KERBING

REINFORCED CONCRETE END WALL
STOP VALVE

WATER METER

 

THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH
THE NOTES CONTAINED ON 0469-CN.

 

 

 

 

 

Revision

Description Date

 

 

Issue:

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.

 

O

SCG HOLDINGS PTY LTD Ti

Unit 1/11 Project Ave,
Noosa Heads

Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com

SCG

 

 

SILT & SEDIMENT EROSION
PLAN

9 GEORGE ST,

 

 

 

<|RPEQ 27698 1)
“|T Harrington |

 

NOOSAVILLE
Date: March 25 Drawn FS Design TH
Checked: Drg No. Rev.

00469-OW2.1 | .