Engineering Plans

 

 

DRAWING SIZE — At

HEIGHT DATUM VA

LOT 145 ON N 21859 Fh
Level Datum AHD Y

Level Origin PSM69515, RL 1.97m

Survey information provided by
Steve Cooper & Associates Pty Ltd

 

LEGEND

_---77 INDICATES PROPOSED SURFACE
\o07 CONTOURS AND LEVELS TO AHD.

+180 EXISTING SURFACE SPOT LEVELS.

a 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

——— — SLE SILT RETENTION FENCE TO DETAIL

 

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SA\DIAL1100

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137°23'
29.05

 

 

 

SITE_DRAINAGE — CONSTRUCTION
ENSURE GROUND PROFILE DURING CONSTRUCTION FALLS
TOWARDS THE CENTRE OF THE ALLOTMENT THEN TOWARDS

THE REAR BOUNDARY WHERE RUNOFF WILL DRAIN THROUGH
THE SILT POND & SILT FENCES. IN NO INSTANCE SHALL THE
ALLOTMENT DRAIN INTO NEIGHBOURING ALLOTMENTS.

EXISTING DRIVEWAY
CROSSOVER TO REMAIN
FOR BULK EARTHWORKS

+
—--—- orn ee
EERE Oe me ce cl Ps
és
~— —~ — SIL
”
—
4
WY DASHED LINE INDICATES )
mu PROPOSED BUILDING f /
/ FOOTPRINT AT / /
j BASEMENT LEVEL j Q /
J 7
! FALL SITE TOWARD / 95
SILT FENCES. /

SITE PLAN — SILT & SEDIMENT EROSION PLAN

Scale 1: 100

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

236°19'

6.212 /

 

 

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

 

 

KEY
EEX. SWPP DXESTING STORMWATER FRUIT
AR. HW. REMAOROED COMCRRETE HEEANDDMALLL
EEX. SSW EDRESTINNG SSEMERR MANHOLE
EX. SUP XESTINNG SEWER COMMOTION FRONT
EOR. EEXESTING EDGE OF BITUMEN
K&C  — XESTING KERB @& GHANNTL
WSL. NATURAL SURRTAMCEE LEVEL
Ft. FARR, HCA
TP TELSTRA FATT
ER. FLIERCTROAL PAULL
KERB EXSTING KORBING
PIP FEXESTINNG FROMERR FROLE

          
   

4 5 . Checked: Drg No. Re
muy —T__jm1:100 @ Al
1:200 @ AS || § Richardson 533157-OW2.1 .

CONSTRUCTION NOTES

GENERAL:

1. DO NOT SCALE FROM THIS DRAWING.

2. ALL DIMENSIONS IN MILLIMETRES

3. SETTING OUT DIMENSIONS ARE 10 BE OBTAINED FROM THE
ARCHITECTURAL DRAWINGS.

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

6. THE BUILDER MUST PROTECT ALL EXISTING NEIGHBOURING
STRUCTURES/BUILDINGS THROUGHOUT THE WORKS,
PARTICULARLY DURING EARTHWORKS. REFERENCE SHOULD BE
MADE TO OUR CRITICAL DEPTH LINE DIAGRAM OR SEEK
GUIDANCE DIRECTLY FROM THIS OFFICE

900(W) GEO-FABRIC
SILT FENCE, FIXED TO ~*~
SPIKES AND BURIED 300

INTO STABLE GROUND.

   
   
 

 

 

SPIKES, 1800 CTRS
DRIVE 600 INTO
GROUND.

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

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 SIMILAR, 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.

 

 

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.

 

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

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

DEBUILD T/A

 

Title:

SITE SILT AND SEDIMENT
CONTROL PLAN

 

Project

LOT 145, 38 MOSSMAN CRT
NOOSA HEADS

 

Date: Drawn Design

Nov 2023 TH

 

 

TH