SCG 28084-CD Issue 8 2020.05.14

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Rev. - 10.06.16
                                                         DEBUILD T/A
                                                Title:




                             Date:
                                                                                                                                                 Issue:




                                      Project




                  Checked:
                             Drawn

                  Drg No.
                                                          ABN 40 098 481 899




                             Design

                    Rev.
                                                                                                               Noosa Heads



                                                                               web:www.scg-engineers.com
                                                                               email:[email protected]
                                                                               Ph (07) 5455 5604
                                                                                                               Unit 1/11 Project Ave,


[OCR of page images]
 

 

DRAWING SIZE — Al

a

ee

LOT 2 ON RP 802207

Level Datum AHD

Level Origin PSM19568, RL1.245m

+2

Paved Carpark

 

RP BOUKDARY

EXISTING BLOCK WALL
FENCE 26M HIGH TO REMAIN.

 

 

 

 

 

RP BOUNDARY

— — = Ss — = = T

= a se — — — 8

—+—— EXISTING 0.6M HIGH
TIMBER SLEEPER WALL
TO REAR BOUNDARY.

 

 

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or
KEY
EX. SWPT EXISTING STORMWATER PIT
RC. HW. — REINFORCED CONCRETE HEADWALL
EX. SMH EXISTING SEWER MANHOLE
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 POWER POLE
KERB EXISTING KERBING
WM WATER METER

&.
Lie
Zit

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

FOR DELIVERY’S DURING
CONSTRUCTION. TYPICAL.

 

CREATE OY HAR IN
TEMPORARY

FOR DIVERISION INTO
SILT FENCES. TYPICAL.

 

  

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www.dialbeforeyoudig.com.au

SA DIAL1100

BEFORE YOU DIG

 

 

 

 

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ARDSTAND

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Ww

i
@te Pathway +2

to

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OK

%

Existing Cal

 

 

powerlines

 

E

Overhead

—

 

Water
stop
valve

LOT-2
RP. 802207

 

 

 

 

=+=——slt-— — SIL — — —slE- — — — sir — — —sitr— — — — sir — — — sl r- — — —sir— — ——sit——},

Vv

RP BOUNDARY

 

two storey |
office building |

 

SITE PLAN — SILT & SEDIMENT PROTECTION

Scale 1: 100@A1
Scale 1: 200@A3

 

 

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

THE NORTHERN BOUNDARY WHERE RUNOFF WILL DRAIN
THROUGH THE SILT FENCES AND HARD STAND.

INNO INSTANCE SHOULD THE ALLOTMENT DRAIN INTO THE
NEIGHBOURING ALLOTMENTS.

 

On
RP BOUNDARY

    
   

900(W) GEO-FABRIC SILT
FENCE, FIXED TO SPIKES AND ——s»
BURIED 300 INTO STABLE
GROUND.

SILT RETENTION

THE CONTRACTOR IS TO INSTALL APPROVED SILT
RETENTION FENCES PRIOR TO COMMENCING ANY
EARTHWORKS. THE FENCE |S 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

 

600

 

1200(L) 50 SQ. HOWD
SPIKES, 1800 CTRS DRIVE

600 INTO GROUND. REMAIN IN PLACE UNTIL SUCH TIME THAT FINISHED

LANDSCAPING AND DRAINAGE MEASURES ARE
INSTALLED

 

SILT FENCE DETAIL

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

 

 

0 1 2 3 4 5 ; Checked: Drg No. R
1:100 @ Al 3g
van T7200 @ AS | Seren |) |28084-OW2

 

 

 

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.

CONSTRUCTION NOTES

GENERAL:

1. DO NOT SCALE FROM THIS DRAWING.

2. ALL DIMENSIONS IN MILLIMETRES

3. SETTING OUT DIMENSIONS ARE TO 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.

LEGEND

EXISTING SURFACE SPOT LEVELS.
—gr— SILT RETENTION FENCE TO DETAIL

INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE

INDICATES EXISTING SEWER LINE

E

 

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

 

 

 

 

 

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,

p Noosa Heads
Ph (07) 5455 5604
email:[email protected]

web:www.scg-engineers.com
‘ABN 40098 481 699,

DEBUILD TA

 

Tite: QPERATIONAL WORKS:
SILT & SEDIMENT
PROTECTION.

 

Project

93 Mary Street
Noosaville

 

Date: Drawn Design

April 2018 GM

 

 

MS