109 Gympie Terrace Noosaville APPLICATION · MCU16/0103

Issue:

                               DEBUILD T/A


 SCG
                      ABN 40 098 481 899




   Title:




   Project




Date:        Scale:   Drawn:

Drg No.


[OCR of page images]
 

 

DRAWING SIZE - Al

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.

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.

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

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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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 FENCES. IN NO INSTANCE SHALL THE ALLOTMENT
DRAIN INTO NEIGHBOURING ALLOTMENTS.

 

 

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

 

 

 

 

www.dialbeforeyoudig.com.au

 

 

 

 

   

SITE_DRAINAGE — CONSTRUCTION
CONSTRUCTED STORM WATER PITS WITHIN THE SITE ARE TO

BE COVERED UNTIL THE SITE IS COMPLETED OR 10 BE
FITTED WITH SILT PROTECTION MEASURES TO THE APPROVAL
OF THE ENGINEER

 

 

SITE PLAN - SILT AND SEDIMENT CONTROL

Scale 1: 100

 

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

 

   
 

 

AS

rs

 

;—— CUT & REMOVE EXISTING

Nb

CREATE BUNDING IN
TEMPORARY HARDSTAND
FOR DIVERISION INTO
SILT FENCES.

PATH DURING CONSTRUCTION
REPAIR AND REPLACE

80-150mm ROCK (NO FINES)
HARD STAND OVERLAY

FOR DELIVERY’S DURING
CONSTRUCTION.

GYMPIE TERRACE

 

 

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

F.H. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL POWER POLE

KERB EXISTING KERBING

 

 

 

Checked:
RPEQ 5835
S Richardson

 

LEGEND

_-——_ INDICATES EXISTING SURFACE
CONTOUR AND LEVEL TO AHD.

—sat— SILT RETENTION FENCE TO DETAIL

EXISTING SURFACE SPOT LEVELS.

INDICATES DIRECTION OF RAMP UP
OR DOWN AS INDICATED

RAMP. wx

INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE

INDICATES EXISTING SEWER LINE

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
PROPOSED OR EXISTING AS NOTED
MIN 1 IN 100 FALL UNLESS NOTED
OTHERWISE

CONSTRUCTION NOTES
GENERAL:
1. DO NOT SCALE FROM THIS DRAWING.
2. ALL DIMENSIONS IN MILLIMETRES
3. SETTING QUT DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECTURAL
DRAWINGS.
4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE ARCHITECTURAL
DRAWINGS ARE 10 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
FOOTPATHS AND DRIVEWAYS:
1. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL
2. CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES
3. CONCRETE DRIVEWAY TO BE 125mm THK. EXCLUDING ANY FINISHED
TREATMENTS, EG. STAMPING
4. CONCRETE SURFACE TOLERANCE +5.0mm OVER 3.0m
5. CONCRETE N32 IN ACCORDANCE WITH AS 1379 AND AS 3600
6. REINFORCEMENT FABRIC TO AS 1304, PLACED CENTRAL SLAB DEPTH.
7. EXPANSION JOINTS TO BE 10mm WIDE WET TOOLED WITH EVERY 2ND MESH
WIRE CUT ALONG JOINT.
8. ONE ACCESS POINT PERMITTED FOR EACH ALLOTMENT.
9. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO INSIDE EDGE OF
CURVE
10. ALL SERVICES TO BE LOCATED AND PROTECTED AS REQUIRED PRIOR TO
WORK COMMENCING
FILLING NOTES:
—THE SITE IS TO BE SCRAPED CLEAR OF ALL ORGANIC MATERIAL AND
DEBRIS.
— THE SUBGRADE IS TO BE PROOF ROLLED WITH A VIBRATING STEEL DRUM
ROLLER TO ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 95%. THE
COMPACTION IS TO BE SUFFICIENT TO ACHIEVE A BLOW COUNT OF 7 BLOWS
PER 300mm WITH AN APPROVED PERTH SAND PENETROMETER FOR A DEPTH
OF 1.0m BELOW EXCAVATED LEVEL. COPIES OF COMPACTION TEST RESULTS
SHALL BE PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL.
— UPON THE WRITTEN APPROVAL OF THE SUBGRADE PREPERATIONS BY SCG
CONSULTING ENGINEERS THE ALLOTMENT IS TO BE FILLED TO THE SPECIFIED
LEVELS.
— THE FILL MATERIAL CLEAN GRANULAR MATERIAL (I.E. SAND TO A CLAYEY
SAND IN ACCORDANCE WITH AS1726) BE FREE OF ANY ORGANIC MATERIAL
AND HAVE A CLAY CONTENT OF LESS THAN 12% (PLASTICITY INDEX LESS
THAN 25%, LINEAR SHRINKAGE OF 15%). THE PROPOSED MATERIAL IS TO BE
INSPECTED BY SCG CONSULTING ENGINEERS PRIOR 10 ITS REMOVAL TO
ENSURE ITS COMPATABILITY.
— THE FILL IS TO BE PLACED AND COMPACTED IN ACCORDANCE WITH
AS3798-1996 TO A LEVEL SUFFICIENT TO ACHIEVE A LEVEL 1 CERTIFICATION
WITH A MINIMUM RELATIVE FIELD DENSITY OF 95% COPIES OF COMPACTION
TEST RESULTS SHALL BE PRESENTED TO SCG CONSULTING ENGINEERS FOR
APPROVAL.
— FILLING AND COMPACTING ADJACENT EXISITING STRUCTURES IS TO BE IN
STRICT ACCORDANCE WITH THE ASSOCIATED DETAILS AND SPECIFCATIONS.
— AREAS WHERE EXISTING STRUCTURES OR TREES ARE REMOVED SHALL BE
BACKFILLED WITH THE APPROVED FILL MATERIAL COMPACTED IN ACCORDANCE
WITH AS2870-1996 TO ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 95%.
— ANY LOOSE OR SOFT MATERIAL UNCOVERED IN THE SITE PREPARATION
SHALL BE REMOVED AND REPLACED WITH THE APPROVED FILL MATERIAL
COMPACTED IN ACCORDANCE WITH AS2870-1996 TO ACHIEVE A MINIMUM
RELATIVE FIELD DENSITY OF 95%.
— SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE ISTALLED PRIOR
TO CONSTRUCTION COMMENCING.
PAVEMENT NOTES:
1. PRIOR TO PLACEMENT OF PAVEMENT MATERIAL THE SUBGRADE IS TO BE
STRIPPED TO LEVEL. ANY ORGANIC MATTER OR DEBRIS |S TO BE REMOVED
AND REPLACED WITH APPROVED COMPACTED MATERIAL. THE SUBGRADE
SHALL BE PROOF ROLLED TO A MINIMUM OF 98% DRY DENSITY AS
DETERMINED BY COMPACTION TESTING IN ACCORDANCE WITH AS1289
2. PAVEMENT MATERIALS SHALL COMPLY WITH THE FOLLOWING MAIN ROADS
DEPARTMENT SPECIFICATION MRS11.05:

— BASE COURSE TO CONSIST OF AGGREGATE TYPE 2.3, GRADING B OR C
3. PAVEMENT MATERIAL SHALL BE EXTENDED A MINIMUM OF 150MM BEYOND
THE EDGE OF DRIVE AND SHALL BE A MINIMUM OF 100MM THICK U.N.O.
4. BASE AND SUB-BASE COURSES ARE TO BE COMPACTED IN LAYERS NOT
EXCEEDING 150mm IN THICKNESS 10 ACHIEVE 95% DRY DENSITY OR GREATER
WITH ONE TEST PER 200mm THICKNESS OF EACH LAYER.
5. ALL COMPACTION TESTING RESULTS TO BE PRESENTED TO THE ENGINEER
FOR APPROVAL PRIOR TO PROCEEDING TO THE NEXT STAGE OF
CONSTRUCTION.

 

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.

 

 

 

 

 

 

 

 

 

 

 

 

 

AMEND DATE DESCRIPTION APPR.

 

 

 

 

AMENDMENTS

 

 

sue: FOR APPROVAL

- DEBUILD T/A

SCG) consulting ENGINEERS
STRUCTURALeCIVILeGEOTECHNICAL
ABN 40 098 481 899

 

1/11 PROJECT AVE, NOOSAVILLE QLD 4566
Ph (07) 5455 5604 __Fax (07) 5455 5696

 

Title:

SILT AND SEDIMENT CONTROL

 

Project

109 GYMPIE TERRACE
NOOSAVILLE

 

Date: Scale: Drawn:

July 16 AS NOTED

 

 

 

 

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