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Civil Plans 17623_202202022_C000-C400 Rev E.pdf
LEGEND PP
TCOM
SAIL STREET
@ = PROVIDE LEVEL PAD AT RL 1.5 EX RL 1.530
FOR ELECTRICAL PILLARS WM
NEW BOUNDARY EXISTING BOUNDARY
NEW TOP OF EARTHWORKS EXISTING CONTOUR WM
TPIT
NEW INTERFACE NEW STORMWATER WM EROSION & SEDIMENT NOTES EX RL 1.500
NEW RETAINING WALL S NEW SEWERAGE
EROSION AND SEDIMENT CONTROL FENCE &
LAKE WEYBA DR
SF SF ESC FENCE W NEW WATER OTHER ECS MEASURES TO BE REMOVED UPON #133
FH THE COMPLETION OF OF THE FOLLOWING: 8RP72504
NEW EARTHWORKS ALL SETOUT, SECTIONS AND ADDITIONAL DETAILS
CUT FILL
ARE FOUND ON ROADWORKS DETAILS DRAWING BULK EARTHWORKS, TOPSOIL, HYDROMULCH,
#25 BUILDING PADS, AND BATTERS SHAPE FILL TO
EXISTING TREES ARE NOT SHOWN FOR DRAWING 9RP72504 FALL TO STREET
CLARITY. ARBORIST TO CONFIRM EXISTING TREES
TO BE REMOVED AND TO REMAIN PRIOR TO ANY
CLEARING.
FH
WM
PP
SF SF SF SF SF SF SF SF SF SF SF SF SF SF WM
SF
SF
LOT 1
0.5%
PASSING BAY DRIVEWAY
SF 1.50 1.75
[email protected]
2.25
2.50
SF 1.00 2.75
SF SF SF @
SF
SF VARIES 1 : 2 (MIN) PR RL 1.500
SF
SF 1.50
0.75
1.75
MINOR CUT REQUIRED SF
SF
2.00 COIR LOG INLET
1:4
TO ACHIEVE
1.00
ACCEPTABLE GRADES
2.25 PROTECTION
2.50
SF
2.75
1.50
1.25
SF
USE NATURAL
LOW AREA AS
1.50
1.25
0.5%
2.75
1.00
1.25
1.50
1.75
2.00
2.25
2.50
2.75
SEDIMENT TRAP 1 : 100 1:3
FIRE TRAIL
SF
1.75
1:4
SF
1.25
1:4 TCOM
LOT 2
2.00
2.50
1.50
1 : 100
SF
2.25
2.25
SF
1.75
2.00
2.50
2.00
1.75
BUILDING PAD
SF
LB PP
SF
1:2
1.50
LB
2.25
PASSING BAY
0.80
EXIST U/G 35Ø TELSTRA
EXIST U/G 100Ø WATER
1.25
1.50
1.25
1.00
1.25
1.50
110Ø EXIST U/G VACUUM SEWER
SF SF SF SF SF SF
SF
SF
2.50
BUILDING PAD
1.00
EXIST O/H POWER
1:4 0.61
2.50 EXISTING BUILDING FOOTPRINT
EROSION & SEDIMENT CONTROL
1:4
2.25
2.00 FENCE
1.75 PR RL 1.048
SF SF 1.50
SF SF
1.25
SF SF 1.00 1:4 1:4
LOT 3
SF
SF
SF SF SF
EROSION & SEDIMENT CONTROL
USE NATURAL
FENCE P
LOW AREA AS 350dia RC
IL 0.165
1.00
SEDIMENT TRAP
0.5% SIGN
SF
COIR LOG INLET
PROTECTION
SF
LOCALLY SHAPE SF SF SF SF SF SF SF 1.25
FIRE TRAIL EASEMENT 1.50 SF
BATTER TO SUIT
SF
DEWATER EXISTING POND AND REFER PLAN OF DEVELOPMENT 1.75
HEADWALL
1:4
0.766
USE AS SEDIMENT BASIN 2.00
SF
2.25
DURING EARTHWORKS. 2.50 EX RL
0.46
FILL UPON COMPLETION OF
SF
2.75
WORKS SF
1.50
1.25
1.00
1.00
0.75
SF
1.25
SF
1.50
SF
SF
FIRE TRAIL
FILL REQUIRED SF
1.75
2.75
TO ACHIEVE ACCEPTABLE GRADES SF 1:4 1 : 100 1:3 0.44
SF
2.00
2.75
2.00
2.25
2.50
1.25
1.50
1.75
1.00
SF
SF
WARNING POND TO
2.25
BE FILLED
OVERHEAD POWER
SF
IN VICINITY OF WORKS LOT 4
J:\2017\17623SD2_4_Lot_Subdivision_at_135_Lake_Weyba_Drive\4.CADD\#ACAD\17623_CIVIL.dwg
FIRE TRAIL EASEMENT
SF
2.50
LOOK UP & LIVE
0.75
REFER PLAN OF DEVELOPMENT
DIAL BEFORE BUILDING PAD
YOU DIG SF 2.25
SF
2.00
1:2
www.1100.com.au 1.75
EROSION & SEDIMENT CONTROL SF 1.50
IT IS THE RESPONSIBILITY OF THE FOREMAN TO CONTACT 1.25
THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN THE
FENCE 1.00 0 2 4 6 8 10m
0.75 TCOM
SF
EXACT LOCATION OF SERVICES PRIOR TO CONSTRUCTION. SF SF SF SF SF SF SF SF
SERVICES SHOWN ON THESE DRAWINGS ARE APPROX ONLY WM 0.73 1:200 (A1) 1:400 (A3)
0.70
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
AR DR
This drawing is subject to
copyright in accordance with WA GABARRIN & TO 135 LAKE WEYBA DRIVE EARTHWORKS, 1 : 200 A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's E 22.02.22 MINOR CHANGE APPLICATION 2.0 DR GABARRIN DR DR 4 LOT SUBDIVISION EROSION AND SEDIMENT CONTROL Drawing Number
client. This drawing shall only D 28.01.21 MINOR CHANGE APPLICATION DR
be used for this specific project.
C 08.09.21 RE-ISSUED FOR OPW APPROVAL AR
Approved RPEQ No RP DESCRIPTION LOT1 RP36729 PLAN 17623-C100
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D. REYNOLDS 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
B 22.07.21 RE-ISSUED FOR OPW APPROVAL AR MCU APPROVAL - HORIZ DATUM MGA94 Z56 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 05.05.21 ISSUED FOR OPW APPROVAL AR [email protected] www.todconsulting.com ROL APPROVAL RAL17/0504 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 22.02.22 OPW APPROVAL RL DATUM (PSM 52593) 0.988 MEASUREMENT BAR - INCREMENTS IN mm 3 of 6 E
[OCR of page images]
LEGEND
cur FILL
NEW BOUNDARY
NEW TOP OF EARTHWORKS,
NEW INTERFACE
NEW RETAINING WALL
ESC FENCE
NEW EARTHWORKS:
@= PROVIDE
FOR ELECTRICAL PILLARS.
ALL SETOUT, SECTIONS AND ADDITIONAL DETAILS
ARE FOUND ON ROADWORKS DETAILS DRAWING
LEVEL PAD AT RL 1.5
EXISTING BOUNDARY
EXISTING CONTOUR
NEW STORMWATER
NEW SEWERAGE
NEW WATER
SAIL STREET
EXISTING TREES ARE NOT SHOWN FOR DRAWING.
CLARITY. ARBORIST TO CONFIRM EXISTING TREES.
TO BE REMOVED AND TO REMAIN PRIOR TO ANY
CLEARING.
#25
9RP72504
TO ACHIEVE
MINOR CUT REQUIRED
ACCEPTABLE GRADES
FIRE TRAIL
OVERHEAD POWER
IN VICINITY OF WORKS
LOOK UP & LIVE
DIAL BEFORE
YOU DIG
www.1100.com.au
DEWATER EXISTING POND AND.
USE AS SEDIMENT BASIN
DURING EARTHWORKS.
FILL UPON COMPLETION OF
BUILDING PAD
EROSION & SEDIMENT CONTROL
FENCE
WORKS
FIRE TRAIL EASEMENT
REFER PLAN OF DEVELOPMENT
=
a
dee
FIRE TRAIL EASEMENT
, REFER PLAN OF DEVELOPMENT
EROSION & SEDIMENT NOTES
EROSION AND SEDIMENT CONTROL FENCE &
OTHER ECS MEASURES TO BE REMOVED UPON #
THE COMPLETION OF OF THE FOLLOWING:
BULK EARTHWORKS, TOPSOIL, HYDROMULCH,
BUILDING PADS, AND BATTERS
USE NATURAL.
LOW AREA AS
SEDIMENT TRAP]
[USE NATURAL
ILOW AREA AS
SEDIMENT TRAP]
___ EROSION & SEDIMENT CONTROL
LOCALLY SHAPE
BATTER TO SUIT
HEADWALL -=
BUILDING PAD
COIR LOG INLET
PROTECTION
a;
BUILDING PAD
na
8RP72504
EROSION & SEDIMENT CONTROL
133
SHAPE FILL TO
FALL TO STREET
DRIVEWAY,
csi
SC co)
VARIES 1 : 2 (MIN) |
EXIST O/H POWER” §
FENCE
NV
110@ EXIST U/G VACUUM SEWER
| LAKE WEYBA DR
ITISTHE RESPONSIBLITY OF THE FOREMAN TO CONTACT FENCE
‘THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN THE ISN ay ONS ae 015 et a eS See 0 2 4 6 8 10m
EXACT LOCATION OF SERVICES PRIOR TO CONSTRUCTION. 4 4 }
SERVICES SHOWN ON THESE DRAWINGS ARE APPROX ONLY y oan TAO)
70
_ L
COPYRIGHT © Associated Consultants. Client Drawn Verified Project Drawing Title Scale Sheet Size
This rowing i sbjot WA GABARRIN & TO ae = a 135 LAKE WEYBA DRIVE EARTHWORKS, 1:200 Al
sign a
Consulting Ply Led (c)andtes | E | 220022 | MINOR GRANGE APPLIGATION 20 oR & GABARRIN DR DR 4 LOT SUBDIVISION EROSION AND SEDIMENT CONTROL Jorwing Number
client. This drawing shall only D_| 28.01.21 | MINOR CHANGE APPLICATION OR M U RRAY& . .
"| Seused forthe specie pect, [> porate ar-| ASSOCIATES engineers & project managers ‘Approved RPEQNo RP DESCRIPTION LOT! RP36729 PLAN 17623-C100
‘This drawing shal notte used stor 5 T RETBSUED FOR OBWAPEROVAL aR] SURVEYORS & TOWN PLANNERS Noose: 67 4489600 Sunshine Coast: 078329 3180 D. REYNOLI go72 LOCAL AUTHORITY NOOSA SHIRE COUNCIL or ona ae
for tion until marked as ANTE PO Box 61, Noosaville, QLD 4566 Signed MCU APPROVAL - HORIZ DATUM MGA94 Z56
‘igsued For Construction’ inthe. | A | 05.08.21 | ISSUED FOR OPW APPROVAL AR reception@todconsuling com. wwe-todconsuling.com ROLAPPROVAL —_RAL17/0504 VERT DATUM AHD lal! 3 0f6
revision description, Rev | Date _| Revision Description Drawn ABN 39 128 805 336 22.02.22 | OPW APPROVAL RLDATUM —_ (PSM 52593) 0.998 MEASUREMENT BAR - INCREMENTS IN mm
A
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