1506-01

Civil, Environmental &
Hydraulic Engineers


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PLAN INDEX Callaghan & Toth
accep " aout PLAN 1 Civil, Environmental &
1506-03 A LAYOUT PLAN 2 EARTHWORKS NOTES: Hydraulic Engineers
1506-04 A LAYOUT PLAN 3 Noose seen ees
1506-05 == A LONGITUDINAL SECTION 1 EARTHWORKS TO LEVEL 2 AS 3798-2007 SUPERVISION REFER TO GEOTECHNICAL REPORT FOR FURTHER DETAILS. i! 8/41 Sunshine Beach Rood
° | 1506-06 A —_—_ LONGITUDINAL SECTION 2 WORKS ARE ALSO TO CONFORM WITH ‘GUIDELINES FOR CONSTRUCTING AND MAINTAINING AQUACULTURE CONTAINMENT STRUCTURES’ BY a Phone 54749081, Fax 54749041
| 1506-07 A LONGITUDINAL SECTION 3 DPI & F QLD www.callaghanandtoth.com.au
| | | 1506-08 © A LONGITUDINAL SECTION 4 Geaigned [A017] datum AD DERNED
1506-09 A LONGITUDINAL SECTION 5 DAM EARTHWORKS: drawn __| BM PSM *
SITE OF N 1506-10 =A CDETAIL PLAN 1 0F 3 checked [AH Origin (BM) Boe
t 1506-11 = A DETAIL PLAN 2 OF 3 * CLEAR TREES, STUMPS, AND ROOTS FROM WORKS AREA. MULCH AND STOCKPILE ON SITE.
4 | WORKS %
E, %G 1506-12, A —CDETAIL PLAN 3 OF 3 © STRIP TOPSOIL
% , 1506-13 A SEDIMENT & EROSION CONTROL PLAN 1 © ENSURE CLAY IS SUITABLE FOR DAM CONSTRUCTION TO GEOTECHNICAL REPORT REQUIREMENTS AND LINE BASE MINIMUM 0.5m DEEP approved
4% Ny 1506-14 A SEDIMENT & EROSION CONTROL PLAN 2 (OVER-EXCAVATE AS REQUIRED) WITH SUITABLE CLAY. CUTOFF WALL TO BE MINIMUM 300mm BELOW IMPERVIOUS MATERIAL AND SURVEYED BY
Bo ° 1506-15 A SEDIMENT & EROSION CONTROL PLAN 3 LINED BASE. DAM WALLS TO BE IMPERVIOUS BLANKET MAX WATTERSON
A 1506-16 = A LANDSCAPE BUFFER PLAN © COMPACT IN 250mm THICK (LOOSE THICKNESS) LAYERS PHONE 54426121
2 1506-17 A —_ LANDSCAPE NOTES © COMPACT TRENCHES AND ANTI-SEEPAGE COLLARS WITH SMALLER MACHINES OR WACKA-PACKA TO MINIMIZE VOIDS AND
POTENTIAL PIPING OF
© MINIMIZE DRAINAGE PIPE DEPTH ADJACENT TO DAMS project
: © DRY DENSITY RATIO 95% (STANDARD COMPACTION METHOD).
SITE LOCATION PLAN © OVER-FILL BATTERS BY 0.5m THEN TRIM BACK TO COMPACTED MATERIAL. AQUACULTURE PONDS
© DENSITY TESTING TO TABLE 8.1 AS3798 TYPE 1 DYS ROAD
© PLANT DAM BATTERS WITH GRASS OR AS SHOWN TO STABILIZE AS SOON AS POSSIBLE AND AVOID PLANTS OR TREES WITH DEEP. 429 KENNE! » POMONA
ROOTS
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Client
D KNOWLES
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title
SITE PLAN
LOT 475 4371125
a
t= “t= ‘i t t f=
(——————T——eererererer
EXTENT OF EXISTING DAM
APPROXIMATE EXTENT OF LOT 7 on MCH793
EXISTING DAM
Parish of TUCHEKOI
County of MARCH
NOOSA SHIRE COUNCIL
Locality of POMONA
KM)
°
g
S C >)
LOT 7 MCH793 & SCALE
a 40 0 40 80 120 160m
g
a 4:4,000 SCALE BEFORE REDUCTION (A3)
SCALE SHOWN IS ORIGINAL DRAWING SCALE DO NOT SCALE
THIS DRAWING USE ONLY DIMENSIONS PROVIDED.
EXTENT OF PROPOSED DAMS — ooooo+#8§#™:7..M
REVISIONS
revision
A |_ PRELIMINARY ISSUE
EXISTING SHED
FILES
SITE ACCESS TO MAIN SHED XA\JOBS\CT PROJECTS IN PROGRESS\ 1506 fish
ONLY, SHED HAS DOORS ON farm pomona\Design\current drawing

 

EAST AND WEST SIDES TO
DRIVE THROUGH TO FARM

 

 

 

 

FOR APPROVAL

Sheet 1 of 17 sheets
TRACK 10 BE RETAINED FOR drawing number

FIRE FIGHTING ACCESS TO
ADJACENT STATE FOREST 1506-01
A
XK date MAY 2015 yy,

 

 

 

 

 

 

 

LOT 1 AP19294