SCG 0187-CD- Issue 3 28.06.2024

 

DRAWING SIZE — At

 

HEIGHT DATUM

LOT 34 ON C 5603?
Level Datum AHD
Level Origin PM 24980
Wattle Street, Cooroy

[a

24

MAX WATTERSON + ASSOCIATES

 

 

Survey information provided by |

 

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LEGEND

 

_--7-77 INDICATES PROPOSED SURFACE

43077

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CONTOURS AND LEVELS TO AHD.

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

> ——_ 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

DIAL1100

BEFORE YOU DIG

 

 

 

 

 

 

 

 

 

 

 

 

 

COIR LOG OR HAY BALES PEGGED
INTO SURFACE. SPACED AT NO MORE
THAN 25m ALONG LENGTH OF TABLI
DRAIN

   

 

 
  
   

EXISTING STORMWATER

EXISTING SIDE ENTRY SILT FILTER SOCK TO SURROUND

   

 

EX. SWPT EXISTING STORMWATER PIT

EX. SMH

EXISTING SEWER MANHOLE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

   

 

 

GRATED a GRATES AND SIDE ENTRY INTO EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN
K &C EXISTING KERB & CHANNEL
So NS... NATURAL SURFACE LEVEL
FH. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL PILLAR
KERB _EXISTING KERBING
RCEW REINFORCED CONCRETE END WALL
EXISTING TABLE KERB & CHANNEL SV STOP VALVE
vovy DRAIN WM WATER METER
SILT FILTER SOCK DETAIL
PROVIDE SILT FENCE
COIR LOG CHECK DAM DETAIL AROUND INLET AS PER
' DETAIL ON THIS SHEET. +
= PROTECTION OF EXISTING STORMWATER PITS
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+ WM
DUST MOBILISATION FROM WIND ACTION
SITE CONTROL TO INCLUDE PROTECTION AGAINST) |THE CARRIAGH OF
SOIL SEDIMENT FROM WIND ACTIONS. SITE FOREMAN TO COVER ALL
STOCKPILES WITH HESION OR SIMILIAR, PROVIDE HLT FENCING
AROUND BASE OF STOCKPILES

 

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: 100 900(W) GEO-FABRIC SILT

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

 

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

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

 

 

 

 

 

 

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.

   
  
  
 

——_—-

 

 

Yq SILT RETENTION
THE CONTRACTOR IS TO INSTALL APPROVED SILT
Ss 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

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
ARCHITECTURAL DRAWINGS.

4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
ARCHITECTURAL DRAWINGS ARE TO BE REFERRED 10 THE
ENGINEER IMMEDIATELY.

5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING
SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL
ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH
THE ATTACHED CRITICAL DEPTH LINE DIAGRAM.

+>.

 

 

Revision | Description

 

 

Date

 

“FOR APPROVAL

 

the written permission of SCG Consulting Engineers.

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

 

C) St

ABN 68 669 675 790

SCG HOLDINGS PTY LTD T/

Unit 1/11 Project Ave,
Noosa Heads

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

 

Title:

SILT & SEDIMENT EROSION

 

 

 

 

DRAIN TOWARDS THE FENCE AND SHALL NOT ENTER PLAN
NIEGHBOURING ALLOTMENTS THROUGH THE USE OF
SURFACE BUNDING OR SCOUR PROTECTED DRAINS. THE Project
FENCE MUST REMAIN IN PLACE UNTIL SUCH TIME THAT
FINISHED LANDSCAPING AND DRAINAGE MEASURES ARE 11 WATTLE ST,
SILT FENCE DETAIL — NSTALED COOROY
Date: Apri 24 Drawn 1H Design H
0 1 2 3 4 5 Checked: Drg No. Rev.
huuuuag-——L_+>——1__7m1:100 @ A1_—& ppeg 27698
1:200 @ A3 {| T Harrington 01 8/7 -OW2.1 .