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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
JOIN
NEW BOUNDARY EXISTING BOUNDARY NEATLY &
NEW TOP OF EARTHWORKS EXISTING CONTOUR WM SMOOTHLY
TPIT
TO EXISTING
NEW INTERFACE NEW STORMWATER WM
EX RL 1.500
NEW RETAINING WALL S NEW SEWERAGE DRIVEWAY CROSSOVER GENERALLY IN
ACCORDANCE WITH NSC STD DRG RS-056.1
LAKE WEYBA DR
NEW CONCRETE DRIVEWAY W NEW WATER REPLACE EXISTING FENCE EXISTING STORMWATER PIPE TO REMAIN
FH
NEW ASPHALT ROAD ALL SETOUT, SECTIONS AND ADDITIONAL DETAILS FREE DRAIN THE LANDSCAPED EDGE TO A
RAISE ROAD LEVEL TO RL1.50 MIN
ARE FOUND ON ROADWORKS DETAILS DRAWING NEW 300 x 300 HDPE PIT AT THE LOW POINT. ROADSIDE FLOOD HEIGHT GAUGE & DIPSTIK
S
NEW GRAVEL FIRE TRAIL
REINSTATE EXISTING ROAD CONNECT OUTLET PIPE TO THE ADJOINING FLOOD WARNING SYSTEM (INSTALL AS PER
EXISTING TREES ARE NOT SHOWN FOR DRAWING
NEW EARTHWORKS REFER TRENCH DETAIL PIPE VIA 150 x 150 TEE. MANUFACTURE RECOMMENDATION)
CUT FILL CLARITY. ARBORIST TO CONFIRM EXISTING TREES
TO BE REMOVED AND TO REMAIN PRIOR TO ANY
21.0m NOM
S
CLEARING. ROADSIDE FLOOD
1 2 FREE DRAIN
HEIGHT GAUGE FH
0.50
R15.0
WM 201 201 TOWARDS THE ROAD
R3
PP
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05
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WM
1
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19 17 15 BEND 13 11 TEE 09 07
LOT 1
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3.5
3.5
45° 03 01
08 TIE IN NEATLY
5.5
20 18 12 10 DRIVEWAY
R6
PASSING BAY BEND
3.75
4.0
AND
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21
7.0
@ SMOOTHLY TO
R18.1
22 16 14 04 02
NEW ASPHALT
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1 4.0 1 @
R11
2.0
LEVEL
LE LF
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VARIES 1 : 2 (MIN) PR RL 1.500
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11.0
0.75
1
MINOR CUT REQUIRED ENDWALL
23 24 (INLET) ENDWALL (OUTLET) IL 0.56
6.0
1:4
TO ACHIEVE
ACCEPTABLE GRADES IL 0.83
NEW 150Ø PVC (SN8) STORMWATER
LA LB (MIN 0.5% LONGITUDINAL GRADE) 1 ON 4
8.0
BATTERS TO
GRADE ROAD BACK TO EXISTING USING VERTICAL REVERSE CURVES NO TANGENT
0.5% EXISTING, AS
21.25
29.0 (ALONG
1 : 100 REQUIRED
FIRE TRAIL
1:4 1:3
FOR
PAVEMENT
TCOM
LOT 2 DETAILS
CROWN OF RO
REFER
R 930
1 : 100
3.5
ROADWORKS
19.0
25 26 DETAILS
1:4
AD)
BUILDING PAD
S
LH LG
27 28
5.5 LB PP
LB
44.7m
30.0 6.0 0.80
PASSING BAY
EXIST U/G 35Ø TELSTRA
EXIST U/G 100Ø WATER
110Ø EXIST U/G VACUUM SEWER
1:2
S
LD BUILDING PAD LC
EXIST O/H POWER
1:4 0.61
EXISTING BUILDING FOOTPRINT
29 30
1:4
30.0
S
PR RL 1.048
31 32
3.5 LOT 3
S
1:4 1:4
P
S
350dia RC
NEW 150Ø PVC (SN8) STORMWATER IL 0.165
-R 576
15.7
NEW 8m GATE FOR FIRE TRAIL ACCESS (MIN 0.5% LONGITUDINAL GRADE)
0.5% SIGN
S
S
ROADSIDE SHAPE GROUND
PROVIDE A SMOOTH TRANSITION OFF DRIVEWAY TO NATURAL LEVEL
FLOOD HEIGHT TO PREVENT PONDING
GAUGE HEADWALL
S
FIRE TRAIL EASEMENT
(OUTLET)
REFER PLAN OF DEVELOPMENT
S
IL 0.44
1:4
0.766
3.5 15.5
6.0 S SHAPE GROUND EX RL
TO OUTLET 0.46
1.0
0
9. 33 34 JOIN NEATLY
LJ LK
S
& SMOOTHLY
HEADWALL (INLET) TO EXISTING
3
IL 0.70
201 (LOCALLY SHAPE
BATTER TO SUIT)
8.
0
1
0
6.
8
3.
FIRE TRAIL PROPOSED
R5.0
FILL REQUIRED
4.0
21.0
TO ACHIEVE ACCEPTABLE GRADES TELECOMMUNICATION
0
4.
1 : 100 1:3 CONNECTION POINT
0.44
FOR LOT 4
1
WARNING POND TO
BE FILLED
OVERHEAD POWER
IN VICINITY OF WORKS LOT 4
J:\2017\17623SD2_4_Lot_Subdivision_at_135_Lake_Weyba_Drive\4.CADD\#ACAD\17623_CIVIL.dwg
LOOK UP & LIVE FIRE TRAIL EASEMENT
REFER PLAN OF DEVELOPMENT 1:4
DIAL BEFORE LM BUILDING PAD LL
YOU DIG
1:2
5.0
www.1100.com.au IF REQUIRED, STEEPEN BATTER SLIGHTLY 30.0
IT IS THE RESPONSIBILITY OF THE FOREMAN TO CONTACT
THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN THE
TO ENSURE FILL REMAINS IN PROPERTY 0 2 4 6 8 10m
EXACT LOCATION OF SERVICES PRIOR TO CONSTRUCTION. TCOM
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 ROADWORKS & DRAINAGE PLAN 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 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 17623-C200
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 4 of 6 E
[OCR of page images]
AND
SMOOTHLY TO
NEW ASPHALT
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ACCORDANCE WITH NSC STD DRG RS-056.1 wo
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NEW GRAVEL FIRE TRAIL ARE FOUND ON ROADWORKS DETAILS DRAWING NEW 300 x 300 HDPE PIT AT THE LOW POINT. ROADSIDE FLOOD HEIGHT GAUGE & DIPSTIK | oo 2
| _ REINSTATE EXISTING ROAD CONNECT OUTLET PIPE TO THE ADJOINING FLOOD WARNING SYSTEM (INSTALL AS PER é > 2
EXISTING TREES ARE NOT SHOWN FOR DRAWING “| \o
= NEW EARTHWORKS, CLARITY. ARBORIST TO CONFIRM EXISTING TREES REFER TRENCH DETAIL PIPE VIA 150 x 150 TEE. MANUFACTURE RECOMMENDATION) bly iff 2
TO BE REMOVED AND TO REMAIN PRIOR TO ANY = 4/6
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© © cl ‘S| PASSING BAY DRIVEWAY | \
2 VARIES 1 : 2 (MIN)
NS
1
MINOR CUT REQUIRED ENDWALL
TO ACHIEVE ! 1 y L (INLET) ENDWALL (OUTLET) IL 0.56
| | ACCEPTABLE GRADES |} ‘ \ IL 0.83
ee T {
(MIN 0.5% LONGITUDINAL GRADE)
BATTERS TO
EXISTING, AS
1: 100) ‘i REQUIRED
: FOR
PAVEMENT
DETAILS —
REFER
ROADWORKS
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Mi
l
\
| NEW 150@ PVC (SN8) STORMWATER,
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| \ | TELECOMMUNICATION
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OVERHEAD POWER
IN VICINITY OF WORKS
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FIRE TRAIL EASEMENT
, REFER PLAN OF DEVELOPMENT
DIAL BEFORE
YOU DIG
www.1100.com.au
IT IS THE RESPONSIBILITY OF THE FOREMAN TO CONTACT
‘THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN THE
EXACT LOCATION OF SERVICES PRIOR TO CONSTRUCTION.
[SERVICES SHOWN ON THESE DRAWINGS ARE APPROX ONLY
(4) BUILDING PAD
IF REQUIRED, STEEPEN BATTER SLIGHTLY
~ TO ENSURE FILL REMAINS IN PROPERTY.
N
0 2 4 6 8&8 10m
[et pet fn — |_|
1:200 (At) 1:400 (A3)
— Sa (0,70
COPYRIGHT © ‘Associated Consultants, Client Drawn Verified Project Drawing Tile Scale Sheet Size
a Aon in wocertone with WA GABARRIN & TO AR DR 135 LAKE WEYBA DRIVE ROADWORKS & DRAINAGE PLAN 1: 200 Al
Designed Verified
Coreuitng Bly Lid eyand t's. [_E__| 220222 | MINOR CHANGE APPLICATION 20 DR MURRAY& GABARRIN DR. DR 4 LOT SUBDIVISION Drawing Number
client. This drawing shall onl & .
berused orth specie project, p> 121 | MNO CHANGE AATON a= ASSOCIATES engineers & project managers ‘Approved RPEQNo RP DESCRIPTION LOT! RP36729 17623-C200
‘This drawing shall not be used : dutnrease TonnveLAnee Noosa: 67 5449 8600 Sunshine Coast 07 5329 3180 D. REYNOLI 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
for ion unti marked as | © _| 2207.21 | RE-ISSUED FOR OPW APPROVAL AR soxmeorae PO Box 61, Noosaville, QLD 4566 ‘Signed MCUAPPROVAL —- HORIZ DATUM MGAQ4 256 om Sheet Re
‘Igsued For Construction’ in the | A | 05.05.21 | ISSUED FOR OPW APPROVAL AR [email protected] _www.todconsutting.com gn ROL APPROVAL —_RAL17/0504 VERT DATUM AHD. lal dll! 4of6
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
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