Revised Engineering Plans · MCU24/0120

 

 

DRAWING SIZE — At

 

HEIGHT DATUM

LOT 320 ON P 93113
Level Datum AHD
Avocet Parade, Peregian Beach

Survey information provided by
AXIS SURVEYS

==

2

 

 

 

COIR LOG OR HAY BALES PEGGED
INTO SURFACE. SPACED AT NO MORE

   

EXISTING TABLE
DRAIN

COIR LOG CHECK DAM DETAIL

 

EXISTING SIDE ENTRY
PIT OR SIMILIAR
GRATED PIT

SILT FILTER SOCK TO SURROUND
GRATES AND SIDE ENTRY INTO
PIT

   

KERB & CHANNEL

SILT FILTER SOCK DETAIL

LEGEND

_---77 INDICATES PROPOSED SURFACE
307 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

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

 

 

 

— sw/ExX ————_ INDICATES STORMWATER DRAIN EXISTING
AS NOTED

—_——— SLE SILT RETENTION FENCE TO DETAIL

 

www.dialbeforeyoudig.com.au

DIAL1100

BEFORE YOU DIG

 

 

 

 

 

 

 

 

   

 

 

 

           
  

    

 

 

 

 

 

 

 

 

 

 

 

 

KEY

EX. SWPT EXISTING STORMWATER PIT

EX. SWMH EXISTING STORMWATER MANHOLE
EX. SMH — EXISTING SEWER MANHOLE

EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN

K&C EXISTING KERB & CHANNEL

NS.L. NATURAL SURFACE LEVEL

FH. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL PILLAR

KERB EXISTING KERBING

RCEW REINFORCED CONCRETE END WALL
S.V STOP VALVE

W.M WATER METER

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.

—~{ SILT RETENTION

THE CONTRACTOR IS TO INSTALL APPROVED SILT

S 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

   
  
 
 
 

 

 

SILT FENCE DETAIL — 'NSTALLED

 

 

 

 

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.

 

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| & TEMPORARY HARDSTAND
| \ \ ! ec pt ij * FOR DIVERISION INTO
\ 1 F SILT FENCES. TYPICAL.
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Bitumen N
Driveway ~~
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So tts Ee — — — — — 8 ren it Road
P\
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» 7, Avocet Parade
° 80 EX. SWPT ;
pe = Te 11.99 11.61 11.64 Edge of Bitumen _10.25 a8!
2p 40 | EEE 1.98 NOt So a oat
Concrete J “4294 12.11 © 1202 “WTA EX. sd ®) Telstra
Driveway J Sewer M/H
J RL 10.66

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

 

 

 

fmmy-——+__»>—t__?m1:100 @ AI
“1:200 @ 43 | fHeritn — | 0336 —OW2.1

Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
\ email:[email protected]

web:www.scg-engineers.com
aptgcompany [ABN 68 669 675 780

SCG HOLDINGS PTY LTD T/

 

Title:

SILT & SEDIMENT EROSION
PLAN

 

Project

3 AVOCET PARADE,
PEREGIAN BEACH

 

Drawn Design

Pate: Aug 2024 LR 1H

 

 

Checked: Drg No. Rev.