SCG 32204 - OPW Issue 3 - 06.10.2023

 

DRAWING SIZE — At

 

=

HEIGHT DATUM

LOT 339 ON P93113

Level Datum AHD

Level Origin OPM 44280
Peregian Esplanade, Peregian

=

Survey information provided by
CADCON Surveying & Town Planning

 

 

 

 

 

FFL
3 + 7
38 14.835 Roof Tce Balustrade OPM44280
P93113 RL7.539
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322 g I | / | /
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P93113 / vo | / /
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| | 8s 8 ° ‘
8 s 2 1 /
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J/ i, / / - o | FFL
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Ss / 986
iff ; os 339 |
| | / / FALL SITE TOWARD
|
/ | SILT FENCES.
| Y | - NN
| oY | \
L / | / | | \
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a | | DASHED LINE mocres | \ —
| / PROPOSED BUILDING | . |
| FOOTPRINT | \
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| | \ nnninn pose
| | x WM) PLAC
| \ ® Nw WINN
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| \ AN, (7
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| \ S/MIME,
L X | 7~ yuuuUL LZ
= SILF SILT SILT i cI __!
_ _ i ' — eI = 7 St ——F |
LEGEND PROVIDE RUMBLE GRATES
DURING SITE BULK
__--77 INDICATES PROPOSED SURFACE EARTHWORKS.
4g07 CONTOURS AND LEVELS TO AHD. 80-120mm ROCK (NO FINES)
HARD STAND OVERLAY
4\80 EXISTING SURFACE SPOT LEVELS. 340 FOR DELIVERY'S DURING
P93113 CONSTRUCTION. TYPICAL.

— E —— 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/EX INDICATES STORMWATER DRAIN EXISTING
AS NOTED

—_——_—— SLE SILT RETENTION FENCE TO DETAIL

 

 

 

 

 

 

 

www.dialbeforeyoudig.com.au

DIAL1100

BEFORE YOU DIG

 

 

 

 

 

 

 

 

 

 

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

 

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 PLAN — SILT & SEDIMENT EROSION PLAN

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

 

 

 

 

 

 

 

 

 

6.625

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.

SILT FENCE DETAIL

CREATE. BUNDING
TEMPORARY HAR
FOR DIVERISION |
SILT FENCES.! YH

 

LI
II

|
|
|
|

KE CONSTRUCTION NOTES

—— GENERAL:

EX. SWPT EXISTING STORMWATER PIT 1. DO NOT SCALE FROM THIS DRAWING.

 

IN
STAND
T0
ICAL.

 

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EX. SMH — EXISTING SEWER MANHOLE 2. ALL DIMENSIONS IN MILLIMETRES
EX. SCP EXISTING SEWER CONNECTION POINT 3. SETTING OUT DIMENSIONS ARE TO 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
/
~~ _ |
—S—[

v

m

A

m

@

>

z
Mm

oO.

7.

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
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.

 

 

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

C) St

DEBUILD T/A

 

Title:

SILT & SEDIMENT EROSION

SURFACE RUNOFF FROM WITHIN THE ALLLOTMENT MUST

 

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
INSTALLED

52 Peregian Esplanade
Peregian Beach

 

Drawn Design

Pate: Aug 23 1H

 

TH

 

Checked: Drg No. Rev.

Oannnt—~_ > ——Pm1:100 @ AICS
" : : mae, | 52204-OW72.1 °

06.16.

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