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Plans for Approval
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Plans and drawings
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EXISTING CONTOURS : 1.0m INTERVALS
88 FINISHED CONTOURS : 1.0m INTERVALS
PROPOSED BUILDING PAD
#31 86.50 PROPOSED FINISHED EARTHWORKS LEVEL
#33 5RP809059 PROPOSED TOP OF BANK
4RP809059 PROPOSED TOE OF BANK
PROPOSED DRAIN INVERT
PROPOSED KERB & CHANNEL
INTERIM MULCH BUND (300mm HIGH)
STREET
EXCESS TOPSOIL FILL AREAS D
EARTHWORK DEPTHS (1m INCREMENTS)
CUT FILL
REMOVE REDUNDANT FARM DAM FILL INTO ADJOINING LOT, AS PER AGREEMENT WITH LAND #29 EROSION & SEDIMENT CONTROL NOTES
WALL TO SUPPLY COMPENSATORY OWNER, TO SAFEGUARD AGAINST FUTURE ROAD EXTENSION. 6RP809059 THIS DRAWING IS PROVIDED FOR GUIDANCE ONLY.
FLOOD PLAIN CUT VOLUME (145m³) THE CONTRACTOR SHALL ASSESS WHAT MEASURES ARE REQUIRED TO
SUIT THE PROPOSED CONSTRUCTION METHODOLOGY AND STAGING.
THE FOLLOWING EROSION AND SEDIMENT CONTROL MEASURES SHALL
BE USED IN CONJUNCTION WITH THIS PLAN BUT NOT LIMITED TO:
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SEDIMENT FENCE IECA STD DRG SFB-01 & 02
86.50 86.70 CATCH DRAIN IECA STD DRG CD-01
SF
84 85 87.67 88.44 88.92 91.82 92.78 96.24 INLET FILTER SOCK IECA STD DRG FS-01
86
87
92
91
90
89
93
94
95
96
88
SI RT
BA E
#27
S DIV
SITE ENTRY / EXIT IECA STD DRG EXIT-01
N
9 1RP189023
HE TO
8
TO M
92.65 96.11
R
SF
7
ER BE
6
AT /
W IN
91.82
Y RA
600
RT D
DI CH
88.59 EARTHWORK VOLUMES
T
87.55 88.10
CA
2,665 m3
SF
CUT VOLUME (TO NOMINAL ROAD SUBGRADE)
100 100
96 96
97 97
98 98
95 95
99 99
94 94
86.50 86.70 FILL VOLUME 15,685 m3
93 93
B
92 92
HES BASIN NOTES
91 91
REFER DETAIL -
1. NO ALLOWANCE MADE FOR STRIPPING.
90 90
89 89
88 88
2. NO ALLOWANCE MADE FOR BULKING OR COMPACTION.
SF 87 3. ALLOWS FOR A 280mm DEPTH OF ROAD PAVEMENT BOXING.
SF
WARNING
94.27
92.53 OVERHEAD POWER
IN VICINITY OF WORKS
92.04 LOOK UP & LIVE
SF
86.75 87.35 87.50 87.70 87.76 89.23 89.79 DIAL BEFORE
CATCH DRAIN / BERM TO DIVERT
DIRTY WATER TO HES BASIN
#23 YOU DIG
1 20SP316902 www.1100.com.au
B 2
SF
IT IS THE RESPONSIBILITY OF THE FOREMAN TO CONTACT
- 10 5 4 3 THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN THE
EXACT LOCATION OF SERVICES PRIOR TO CONSTRUCTION.
SERVICES SHOWN ON THESE DRAWINGS ARE APPROX ONLY
88
89
90
91
92
93
94
84
85
86
87
SF
86.75 87.35 87.77 87.97 88.03 89.50 90.06 92.08 92.86 94.38
PAVILION
SF SF SF SF SF SF SF SF SF SF SF
FINISHED SURFACE
EXCESS TOPSOIL MATERIAL
D
TOP OF BANK
A
FREE
FINISHED SURFACE
DIRECT RUNOFF FROM SWALE AWAY -
BOTTOM OF BANK
FROM THE PROPERTY BOUNDARY DRAINING
S
ARIE
ALL EARTHWORK AREAS ARE TO BE TOPSOILED AND STABILISED AS PE V
SLO : 3H -6H
CONSTRUCT OVERLAND FLOW SWALE
H
SOON AS PRACTICAL FOLLOWING BULK EARTHWORKS OPERATIONS 1V
:1
1V
WITHIN LOT 10. REFER SECTION A.
≈
NATURAL SURFACE
PROVIDE FILL OVER SHALLOW SEWER, LEVEL 1 FILL
ENSURING THE FINISHED SURFACE FREE
DRAINS TO THE WEST. REFER DRG C400. #19
4RP35077 SECTION B
NOT TO SCALE -
D
32 5.7 1.0 1.2 3.5 1.4
CONSTRUCT TYPE B HIGH EFFICIENCY SEDIMENT (HES) BASIN AND INFLOW
SHOWGROUNDS
3.0 EASEMENT
EMT
POMONA
RP BDY
0.2
MIXING FOREBAY AS PER STANDARD DRAWING IN APPENDIX A OF EXISTING SURFACE
1.5 1.5 SEDIMENT MANAGEMENT ON CONSTRUCTION SITES. INLET LEVEL
BASIN SIZE : 897m³, BASE 32m x 11m x 1.85m DEEP
1.2
LOT 10 FSL
1
1:
1:
EXCESS TOPSOIL MATERIAL MIXING ZONE : 69m³, BASE 11m x 3.5m x 1.20m DEEP
1.85
1:3
1
1:
LEVEL 1 FILL
1
CATCHMENT AREA : APPROX 1.97 Ha
NATURAL SURFACE D SETTLING ZONE SIZE : 690m³ (350m³/Ha)
\\tod-fs02\dropbox\2021\21556SD2_25 Pavilion St, Pomona - Subdivision\4.CADD\#ACAD\2.OPW\#21556_CI_OPW.dwg
SEDIMENT STORAGE SIZE : 207m³ (30% SETTLING ZONE) SETTLING ZONE 32 x 11 BASE LEVEL SPREADER MIXING ZONE
DEPTH VARIES. 150mm NOM. TOPSOIL & TURF SWALE TOTAL SEDIMENT BASIN SIZE : 897m³
BASIN TO BE RETAINED AS A FARM SETTLING VOLUME 690m³ RL 0.2m BELOW INLET LEVEL 3.5 x 11 BASE (69m³)
WITHIN EASEMENT
MIXING ZONE SIZE : 69m³ (10% OF SETTLING ZONE) DAM AT THE COMPLETION OF WORKS SEDIMENT STORAGE 207m³
TOTAL BASIN VOLUME 897m³
OVERLAND FLOW SWALE DETAIL
SECTION A HIGH EFFICIENCY SEDIMENT (HES) BASIN DETAIL
SCALE 1:50 - NOT TO SCALE
REFER DRG NO C001 FOR PROJECT NOTES
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
JF DR
This drawing is subject to
copyright in accordance with
SURVEYORS & PLANNERS JNE DEVELOPMENTS P/L 25 PAVILION ST, POMONA EARTHWORKS PLAN AND 1: 500 A1
the agreement between TOD LAND SURVEYING DYNAMICS (LSD) Designed Verified
Consulting Pty Ltd (tc) and tc's
p 0412 666 516 JF / DR DR RESIDENTIAL SUBDIVISION EROSION & SEDIMENT CONTROL Drawing Number
client. This drawing shall only D 17.10.22 MINOR CHANGE APP : BUNDS/EXCESS TOPSOIL JF
be used for this specific project.
C 25.05.22 IR : ITEMS 2, 5 & 7 (SWALE, LOT FALL & HES) JF
e [email protected] Approved RPEQ No RP DESCRIPTION 21SP316902 21556-C100
This drawing shall not be used w www.landsurveyingdynamics.com Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D. REYNOLDS 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
B 22.04.22 EXTENTS OF FILL OVER SHOWGROUND SEWER JF MCU APPROVAL - HORIZ DATUM MGA 2020 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 11.04.22 OPW SUBMISSION JF [email protected] www.todconsulting.com ROL APPROVAL RAL21/0017 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 17.10.22 OPW APPROVAL - RL DATUM (PSM112428) 98.616 MEASUREMENT BAR - INCREMENTS IN mm 3 of 14 D
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