Engineering · OPW22/0295

 

 

DRAWING SIZE — At

 

HEIGHT DATUM

LOT 2 & 3 ON MCH3881
Level Datum AHD iI
Level Origin PM 105735, RL 4.577
Gympie Tce, Noosaville

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 é& CHANNEL

SILT FILTER SOCK DETAIL

EXISTING STORMWATER

PROVIDE SILT FENCE
AROUND INLET AS PER
DETAIL ON THIS SHEET.

PROTECTION OF EXISTING STORMWATER PITS

LEGEND

+180 EXISTING SURFACE SPOT LEVELS.

— E —_ 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

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

———— SLE SILT RETENTION FENCE TO DETAIL

INDICATES POSITION OF RETAINING WALL
TO STRUCTURAL ENGINERS DETAIL.

wee RW

 

www.dialbeforeyoudig.com.au

DIAL1100

BEFORE YOU DIG

 

 

 

 

 

PROVIDE RUMBLE) GRATES
DURING SITE BULK EARTHWORKS.

80-120mm ROCK (NO FINES)
HARD STAND OVERLAY

FOR DELIVERY'S [DURING
CONSTRUCTION. TYPICAL.

 

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“  —- __CHAPLAIN PARK
———— ee ah. , \ .
—___ */ rt ree
ao — 4? —
eg — ' EX. SMH

: I
PROPOSED BASEMENT EXCAVATION
REFER SCG DRG. 32225 — OW3.1
FOR DETAILS

 

 

 

 

 

 

 

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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

 

GYMPIE TERRACE

  
 
 

 

PROTECT EXISTING

STORMWATER INLETS WITH

FILTER SOCK SURROUND,

REFER DETAIL.

SITE PLAN — SILT & SEDIMENT EROSION PLAN

Scale 1: 200

 

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

 

 

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.

KEY CONSTRUCTION NOTES.
GENERAL:

EX. SWPT EXISTING STORMWATER PIT 1. DO NOT SCALE FROM THIS DRAWING.
EX. SMH — EXISTING SEWER MANHOLE 2. ALL DIMENSIONS IN MILLIMETRES
EX. SCP EXISTING SEWER CONNECTION POINT 3. SETTING OUT DIMENSIONS ARE 70 BE OBTAINED FROM THE
E.0.B. EXISTING EDGE OF BITUMEN ARCHITECTURAL DRAWINGS.
K&C — EXISTING KERB & CHANNEL 4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
N.S.L. NATURAL SURFACE LEVEL ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE
FH. FIRE HYDRANT ENGINEER IMMEDIATELY.
TP TELSTRA PIT 5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING
EP. ELECTRICAL PILLAR SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL
KERB EXISTING KERBING ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH
RCEW REINFORCED CONCRETE END WALL THE ATTACHED CRITICAL DEPTH LINE DIAGRAM.
SV STOP VALVE
WM 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.

Yq 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

   
  
  
 

 

 

06.1

 

 

Revision | Description

 

Date

 

 

Iss

* 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.

 

DEBUILD T/A

C) St

Unit 1/11 Project Ave,
Noosa Heads

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

web:www.scg-engineers.com
ABN 40 098 481 299

 

Title:

SILT & SEDIMENT EROSION

PLAN

 

Project

130-152 Gympie Tce,

 

 

 

Checked:
=] RPEQ 5835
| S Richardson

 

Noosaville
Date: Sept 22 Drawn 1H Design 1H
Drg No. Rev.

 

$2225-OW2.1, «