Engineering Drawings Part 1 - OPW14/0197

 

Zz

 

 

@® PROVIDE ‘SPILL THROUGH WEIR’ IN SEDIMENT

IN ACCORDANCE WITH SILT FENCE DETAIL WITH
GEOTEXTILE FABRIC TO BE WRAPPED AROUND
STAR PICKET PLACED HORIZONTALLY APPROX.
400mm ABOVE FINISHED SURFACE

 

FENCE. ‘SPILL THROUGH WEIR’ TO BE GENERALLY

 

 

FILE: NIBO78-104.dwg DATE: 16-04-20% TIME: 08:19
Pxref's: X-NBOI8-TIT X-N33078-BASE X-NIBO78-ESC X-N13078-CONTOURS USR: nathan taylor

REFER DRG N13078- 105_FOR CONTINUATION

“ase ere

901

DETENTION BASINS TO BE
UTILISED AS SEDIMENT
BASINS DURING THE
CONSTRUCTION PHASE

DETENTION BASINS TO BE
UTILISED AS SEDIMENT

| BASINS DURING THE
CONSTRUCTION PHASE

 

 

 

 

 

 

 

 

 

 

 

N <-— <— <— <— <— + ¢€— —~/e ~ ~~ ec ec

STAGE C1

 

 

 

LEGEND

ry KERB INLET PROTECTION
CONSTRUCTION PHASE 2 - &

_ FIELD INLET PROTECTION
ud CONSTRUCTION PHASE 2 - &

TURF (2 STRIPS) BEHIND ALL KERB & CHANNEL
AND WHERE SHOWN CONSTRUCTION PHASE 4&

PROVIDE CLEAN WATER SWALE DRAINS TO DIVERT

— > ~~ —  UpsTREAM WATER AROUND SITE - REFER DETAIL.
SEDIMENT FENCES
CONSTRUCTION PHASE 1 - 4
60.0

PROPOSED FINISH SURFACE CONTOURS
EXISTING SURFACE CONTOURS

CONSTRUCTION ENTRANCE
CONSTRUCTION PHASE 1 - 2

 

 

 

 

 

 

 

 

SEDIMENT CONTROL NOTES

ALL WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH “SOIL
EROSION & SEDIMENT CONTROL - ENGINEERING GUIDELINES FOR
QUEENSLAND CONSTRUCTION SITES” (JUNE 1996).

. APPROVED SEDIMENT CONTROL MEASURES MAY BE VARIED AFTER
CONSULTATION WITH COUNCIL'S CONSTRUCTION ENGINEER, WHO MAY
ALSO GIVE DIRECTION TO FURTHER REQUIREMENTS OF COUNCIL
WITH REGARD TO THE EXTENT AND MAINTENANCE OF CONTROL
MEASURES.

. THE CONTRACTOR MAY BE REQUIRED TO INSTALL ADDITIONAL
EROSION AND SEDIMENT CONTROL DEVICES AS DESCRIBED IN QUDM
9.03.5 WHERE DIRECTED TO MINIMISE EROSION & DOWNSTREAM
SEDIMENT TRANSPORT.

. CONSTRUCTION ACTIVITIES SHALL BE PLANNED TO MINIMISE
DISTURBANCE TO NATURAL VEGETATION COVER.

. TOPSOILING AND GRASS SEEDING SHALL BE CARRIED OUT AS SOON
AS POSSIBLE FOLLOWING FINAL TRIMMING OF ALLOTMENTS AND
FOOTPATHS.

. ALL SEDIMENT CONTROL STRUCTURES SHALL BE INSPECTED AFTER
EACH RAINFALL EVENT FOR STRUCTURAL DAMAGE AND ALL
TRAPPED SEDIMENT SHALL BE REMOVED TO A NOMINATED
STOCKPILE SITE.

- SEDIMENT TRAPS SHALL BE CLEANED OUT ON REACHING 50%
STORAGE CAPACITY. RESERVOIR SEDIMENT IS TO BE SPREAD
WITHIN THE DISTRUBED AREA OR WHERE DIRECTED.

- THE CONTRACTOR SHALL ENSURE THAT EROSION AND SEDIMENT
CONTROL MEASURES ARE MAINTAINED DURING THE ENTIRE
CONSTRUCTION, MAINTENANCE & GRASS ESTABLISHMENT PERIOD.

 

NOTE:
ALL TREES OTHER THAN THOSE MARKED FOR POSSIBLE RETENTION
WITHIN ROAD RESERVE AND SEWER EASEMENT TO BE REMOVED

 

 

 

POSSIBLE TREE TO BE RETAINED (SUBJECT TO ARBORISTS
REPORT). NOT TO BE REMOVED OR DAMAGED PRIOR TO
SUPERINTENDENT'S INSTRUCTION TO DO SO.

 

DENOTES TREE TO BE REMOVED AS A RESULT OF
N CHANGES TO GROUND LEVELS.

 

 

NOTE:
REFER TO N13078-106 FOR
SEDIMENT AND EROSION DETAILS.

 

 

 

 

CONSTRUCTION PHASES

 

PHASE No. DESCRIPTION

 

 

CLEARING & BULK EARTHWORKS

TRENCH EXCAVATION

PAVEMENT CONSTRUCTION

MAINTENANCE PERIOD

OOOO

 

 

 

 

 

FST
188UE

TCALCS [DRAWN] _ DATE

 

an AMENDMENT DETAILS.

 

=>

@szmzozm:
=] Sole] >

 

 

DESIGN CHECK

 

 

 

 

 

 

 

 

 

 

DRAWN CHECK

 

"SCALE (METRES 7 "MIGROFIUM No,

PROJECT No.

N13078

 

 

SURVEYOR: RPS
1 INNOVATION PARKWAY, BIRTINYA
Ph (07) 5436 7888 Fax (07) 5493 6630

"APPROVED.
MATHEW HILL RPEQ 11578

“7e BRENT THOMAS RPEQ 7862

FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTD

SHAUN PILCHER RPE. 14593}

‘CLIENT

QM PROPERTIES

 

 

PROJECT

LAKE DOONELLA NOOSA
STAGE C1 - C6

 

BROWN

Smart Consulting

 

Eu & SEDIMENT AND EROSION
CONTROL PLAN
me ouing ey = SHEET 1 OF 3
ie Or ie OB ha Coats ‘DRAWING NUMBER. N13078. 104
Reibare Corburn Mibowe Myciy Shaepon GenntineCoes: = Lic 4064 ~