Revised Engineering Plans (Received 31.3 (1) · MCU24/0120

 

 

DRAWING SIZE — Al

 

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
THAN 25m ALONG LENGTH OF TABLI
DRAIN

   

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

_--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

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 DIAL1100

Jy BEFORE YOU DIG

 

  

 

 

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13.43

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NEW K & C

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Driveway J
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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

 

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19.41

10.89 10.89

  

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87°28"
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11.13 11.16

10.88

10.91 10.86 4237
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ROPOSED BUILDING

15.60

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NEW K & C

14.61 11.64

11.74

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

il in Bi
/mi1O.

ctr

Cc
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DS

0.25

— 10.24
138

EX. SMH &) Telstra

Sewer _M/H
RL 10.66

Edge of Bitumen_

 

 

 

 

Edge_of Bitumen

9.87

900(W) GEO-FABRIC SILT

FENCE, FIXED TO SPIKES =»

AND BURIED 300 INTO
STABLE GROUND.

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

PROVIDE RUMBLE GRATES
DURING SITE BULK
EARTHWORKS.

80-120mm ROCK (NO FINES)

HARD STAND OVERLAY
FOR DELIVERY'S DURING
CONSTRUCTION. TYPICAL.

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

EARTHWORKS

0 1 2

SILT FENCE DETAIL

RETAIN EXISTING
CROSSOVER DURING

3

KE
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
F.H. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL PILLAR
KERB EXISTING KERBING
RCEW REINFORCED CONCRETE END WALL
SV 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

Ss RETENTION FENCES PRIOR TO COMMENCING ANY

oe 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

    
   
 

 

 

 

 

 

 

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.

 

Unit 1/11 Project Ave,
Noosa Heads

Ph (07) 5455 5604
email:[email protected]

web:www.scg-engineers.com
ABN 68 689 675 790

O ste

aptgcompany

SCG HOLDINGS PTY LTD Ti

 

Title:

SILT & SEDIMENT EROSION
PLAN

 

Project

3 AVOCET PARADE,
PEREGIAN BEACH

 

Drawn

Date: War 25 LR

Design

 

TH

 

Checked:

2] RPEQ 27698
3 T Harrington

Drg No. Rev.

0536 -OW2.1) .

4 5
1:200 @ A3