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Civil Plans 17623_202202022_C000-C400 Rev E.pdf
RP BDY
RP BDY
4.000 6.000 4.000 4.000 6.000 4.000
DRIVEWAY SETOUT BUILDING PAD SETOUT
POINT EASTING NORTHING RL POINT EASTING NORTHING RL
01 507104.349 7078134.369 1.530 LA 506995.292 7078109.766 2.800
3.500
0.5 3.500 2.000 02 507105.995 7078130.532 1.550 LB 507025.001 7078113.219 2.800
5.500
3.500
5.500
3.500
03 507103.154 7078134.232 1.530 LC 507027.166 7078094.343 2.600
JOIN NEATLY TO NEW B4 TYPE KERB WITH
EXISTING GROUND LEVEL BREAKOUT AT DRAINAGE PIT 04 507103.613 7078130.259 1.550 LD 506997.452 7078090.935 2.600
05 507098.604 7078134.407 1.530 LE 507065.731 7078125.159 2.900
0.5% 06 507098.225 7078134.480 1.530 LF 507095.445 7078128.567 2.600
1:4
EXISTING 07 507093.672 7078134.654 1.530 LG 507097.866 7078107.455 2.600
GROUND LEVEL PASSING BAY DETAIL 2 PASSING BAY DETAIL 1 08 507094.070 7078131.177 1.548 LH 507068.180 7078104.050 2.900
NEW LANDSCAPING 150mm THICK CONCRETE (GRADE N32) SCALE 1:200 AT A1 SCALE 1:200 AT A1 09 507078.724 7078132.940 1.620 LJ 507071.210 7078078.026 2.900
WITH SL82 MESH (50mm TOP COVER), 10 507079.123 7078129.463 1.638 LK 507100.925 7078081.434 2.600
50mm SAND BLINDING LAYER (MAX)
11 507063.776 7078131.226 1.530 LL 507103.348 7078060.306 2.600
12 507064.175 7078127.748 1.548 LM 507073.662 7078056.901 2.900
0 0.5 1 1.5 2 2.5m
SECTION 1 13 507059.802 7078130.770 1.550
14 507060.429 7078125.306 1.578
SCALE 1:50 AT A1 1:50 (A1) 1:100 (A3)
200 15 507053.841 7078130.086 1.581
16 507054.468 7078124.622 1.609
RP BDY
RP BDY
EXISTING FENCE 17 507049.867 7078129.630 1.602
TO BE REPLACED 18 507050.266 7078126.153 1.620
19 507046.316 7078129.223 1.620
0.5 3.500 2.000 BUILDING PAD 20 507046.715 7078125.746 1.638
REFER SETOUT 21 507039.620 7078125.501 1.575
FILL NEATLY INTO NEW B4 TYPE KERB WITH 22 507042.363 7078123.327 1.593
/
ADJOINING PROPERTY BREAKOUT AT DRAINAGE PIT ER
TT 23 507037.522 7078118.134 1.530
AS PER AGREEMENT BA
WITH NEIGHBOUR 0.5% 150mm THICK CONCRETE (GRADE N32) 24 507040.999 7078118.538 1.548
WITH SL82 MESH (50mm TOP COVER), 25 507039.079 7078104.739 1.530
50mm SAND BLINDING LAYER (MAX) 26 507042.556 7078105.143 1.548
27 507038.547 7078100.651 1.525
EXISTING GROUND NEW 150Ø PVC STORMWATER PIPES 28 507044.011 7078101.286 1.553
LEVEL VARIES (MIN 0.5% LONGITUDINAL GRADE) 29 507039.240 7078094.691 1.525
REFER ROADWORKS PLAN 30 507044.703 7078095.326 1.553
NEW LANDSCAPING
0 0.5 1 1.5 2 2.5m 31 507040.695 7078090.833 1.530
SECTION 2 32 507044.172 7078091.237 1.548
SCALE 1:50 AT A1 1:50 (A1) 1:100 (A3) 33 507042.569 7078074.710 1.530
200
34 507046.045 7078075.114 1.548
6.0m HORIZONTAL CLEARING
ARBORIST TO REMOVE
ARBORIST TO REMOVE
VEGETATION WITHIN
4.0m VERTICAL CLEARING
VEGETATION WITHIN
CLEARING ZONE
CLEARING ZONE
EASEMENT BDY
EASEMENT BDY
4.0
FALL
FALL
FALL
1m STRIP CLEAR OF BUSH AND LONG GRASS UNO
1m STRIP CLEAR OF BUSH AND LONG GRASS UNO
FIRE TRAIL
NEW GRAVEL 250mm TYPE 2.4 (MIN DEPTH) SECTION 3
ENSURE LONGITUDINAL GRADES NOT TO EXCEED 25% (1 IN 4) SCALE 1:50 AT A1
AND CROSSFALL DOES NOT EXCEED 5% (1 IN 20) 200
0 0.5 1 1.5 2 2.5m
1:50 (A1) 1:100 (A3)
ASPHALT TYPE AC10M, 30mm MINIMUM COMPACTED DEPTH
ON HOT BITUMEN PRIME + CORRECTOR LAYER (UP TO A TOTAL OF 70mm)
DESIGN DEPTH
PRE-SEAL INSPECTION
*
75mm
WARNING BASE COURSE : MIN 75mm UNBOUND PAVEMENT TYPE 2.1 (CBR 60)
MINIMUM COMPACTION: 100% STANDARD MAXIMUM DRY DENSITY
OVERHEAD POWER
IN VICINITY OF WORKS
J:\2017\17623SD2_4_Lot_Subdivision_at_135_Lake_Weyba_Drive\4.CADD\#ACAD\17623_CIVIL.dwg
LOOK UP & LIVE
EXISTING ASPHALT / BITUMEN (FOR LEVELS REFER ROADWORKS PLAN)
DIAL BEFORE
YOU DIG
www.1100.com.au
IT IS THE RESPONSIBILITY OF THE FOREMAN TO CONTACT
* IF, TOP OF NEW ASPHALT TO EXISTING ASPHALT WILL BE LESS THAN 70mm, USE CORRECTOR LAYER.
OTHERWISE USE BASE COURSE AS SPECIFIED ABOVE
THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN THE
EXACT LOCATION OF SERVICES PRIOR TO CONSTRUCTION. PRELIMINARY PAVEMENT DESIGN - LAKE WEYBA DRIVE
SERVICES SHOWN ON THESE DRAWINGS ARE APPROX ONLY
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 DETAILS AS SHOWN 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-C201
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 5 of 6 E
[OCR of page images]
> > 4.000 6.000 4.000 4.000 6.000 4.000
16 i2 DRIVEWAY SETOUT BUILDING PAD SETOUT
[a ‘a — | as POINT | EASTING | NORTHING RL POINT [EASTING | NORTHING RL
i= | 8 ee 01 507104.349 | 7078134.369 | 1.530 LA 506995.292 | 7078109.766 | 2.800
05 3.500 2.000 8 re 8 8 8 02 507105.995 | 7078130532 | 1.550 LB 507025.001_| 7078113.219 | 2.800
: 8 2 8 2 03 507103.154_| 7078134.232 | 1.530 uc 507027.166_| 7078094.343 | 2.600
JOIN NEATLY TO (NEW B4 TYPE KERB WITH — a a cs a cs
EXISTING GROUND LEVEL — | | BREAKOUT AT DRAINAGE PIT ~~ 2 a 04 507103.613 | 7078130.259 | 1.550 LD 506997.452_| 7078090.935 | 2.600
\) 9 ~ —— ——o 05, 507098.604_| 7078134407 | 1.530 LE 507065.731_| 7078125.159 | 2.900
\ ne 0 5% 06 507098.225 | 7078134480 | 1.530 LF 507095.445 | 7078128.567 | 2.600
EXISTING o7 507093.672_|_7078134.654 | 1.530 LG 507097.866 | 7078107.455 | 2.600
\ GROUND LEVEL _ PASSING BAY DETAIL 2 _ _PASSING BAY DETAIL 1 _ 08 507094.070 | 7078131.177 | 1.548 LH 507068.180 | 7078104.050 | 2.900
NEW LANDSCAPING \_ 150mm THICK CONCRETE (GRADE N32) Za ‘SCALE 1:200 AT At SCALE 1:20 AT At 09 307078.724 | 7078132.940 | 1.620 Ld 507071210 | 7078078.026 | 2.900
awe Ses ce aver ian 10 507079.123_|_7078129.463 | 1.638 LK 507100.925 | _7078081.434 | 2.600
mm (MAX) 14 507063.776 | 7078131.226 | 1.530 u 507103.348 | 7078060.306 | 2.600
12 507064.175 | 7078127.748 | 1.548 LM 507073.662_| 7078056.901 | 2.900
oO 0.5 1 15 2 251
SECTION " Ta [so7oe0 429~| Torais 306 [1.875
SCALE 150 AT At Feat) 1100143) 15 507053.841 | 7078130.086 | 1.581
16 507054.468 | 7078124.622 | 1.609
EXISTING FENCE 3 3 7 507049.867 | 7078129.630 | 1.602
TO BE REPLACED | |@ 18 507050.266 | 7078126.153 | 1.620
Ny & i= 19__| 507046.316 | 7078129.223 | 1.620
05 3.500 2.000 BUILDING PAD 20 507046.715 | 7078125.746 | 1.638
REFER SETOUT 21 507039.620_| 7078125.501 | 1.575
SOJOINING PHODERTY p NEW B4 TYPE KERB WITH 22 | 507042363 | 7078123.327 | 1.593
BREAKOUT AT DRAINAGE PIT
AS PER AGREEMENT 23 507037.522 | 7078118134 | 1.530
WITH NEIGHBOUR 0.5% 150mm THICK CONCRETE (GRADE N32) 24 507040.999 | 7078118.538 | 1.548
een eaieies een — WITH SL82 MESH (50mm TOP COVER), 25 507039.079 | 7078104739 | 1.530
50mm SAND BLINDING LAYER (MAX) 26 507042.556 | 7078105.143 | 1.548
27 507038.547 | 7078100.651 | 1.525
EXISTING GROUND a NEW 1508 PVC STORMWATER PIPES 28 507044.011_ | 7078101.286 | 1.553
(MIN 0.5% LONGITUDINAL GRADE) 29 507039.240 | 7078094.691 | 1.525
NEW LANDSCAPING St |-so7oH0 9s | 7o7a080.855 [1.830
oO 0.5 1 15 2 2.5m o é ~
SECTION [a — le ——} 32 507044.172_| 7078091.237 | 1.548
SCALE 1:50 AT At 1:50 (A1) 1:100 (A3) 33 507042.569 | 7078074710 | 1.530
34 507046.045 | 7078075.114 | 1.548
—— =a — =
ARBORIST TO REMOVE ARBORIST TO REMOVE
VEGETATION WITHIN =
CLEARING ZONE VEGETATION WITHIN
of, CLEARING ZONE
1m STRIP CLEAR OF BUSH AND LONG GRASS UNO
1m STRIP CLEAR OF BUSH AND LONG GRASS UNO
FIRE TRAIL
NEW GRAVEL 250mm TYPE 2.4 (MIN DEPTH)
ENSURE LONGITUDINAL GRADES NOT TO EXCEED 25% (1 IN 4) SCALE 150 ATA
AND CROSSFALL DOES NOT EXCEED 5% (1 IN 20) 0 05 15 2.5m
1:50 (A1) 1:100 (A3)
ASPHALT TYPE AC10M, 30mm MINIMUM COMPACTED DEPTH
x ON HOT BITUMEN PRIME + CORRECTOR LAYER (UP TO A TOTAL OF 70mm)
z
a PRE-SEAL INSPECTION —————————. &
2 E] BASE COURSE : MIN 75mm UNBOUND PAVEMENT TYPE 2.1 (CBR 60)
Q 42} MINIMUM COMPACTION: 100% STANDARD MAXIMUM DRY DENSITY
OVERHEAD POWER 6
IN VICINITY OF WORKS: a 7, TY, a
Look UP & LIVE XK EXISTING ASPHALT / BITUMEN (FOR LEVELS REFER ROADWORKS PLAN)
eo DIAL BEFORE FN
(Cas Kaa Bi
A YOU DIG \ bY j ‘IF, TOP OF NEW ASPHALT TO EXISTING ASPHALT WILL BE LESS THAN 70mm, USE CORRECTOR LAYER.
= www.1100.com.au_ eat OTHERWISE USE BASE COURSE AS SPECIFIED ABOVE
IT IS THE RESPONSIBILITY OF THE FOREMAN TO CONTACT
THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN THE
EXACT LOCATION OF SERVICES PRIOR TO CONSTRUCTION. PRELIMINARY PAVEMENT DESIGN - LAKE WEYBA DRIVE
SERVICES SHOWN ON THESE DRAWINGS ARE APPROX ONLY
COPYRIGHT © ‘Associated Consultants Client Drawn Verified Project Drawing Title ‘Scale ‘Sheet Size
a Aon in wocertone with WA GABARRIN & TO AR DR 135 LAKE WEYBA DRIVE ROADWORKS DETAILS AS SHOWN) A1
the agreement between TOD Designed Verified
Consulting Ply Ltd (te) and t's | © _| 2202.22 | MINOR CHANGE APPLICATION 20 | MURRAY& GABARRIN DR DR 4 LOT SUBDIVISION Drawing Number
client. This drawing shall only D__| 28.01.21 | MINOR CHANGE APPLICATION DR a i ii 1 7623 C201
be used fortis specie project. I-15 o9'54 | REISSUED FOR OPW APPROVAL a| ASSOCIATES engineers & project managers ‘Approved RPEQ No RP DESCRIPTION LOT1 RP36729 =|
‘This drawing shall not be used 5195.07.57 | REISSUED FOR OPW APPROVAL ART] SURVEYORS 8 TOWN PLANNERS Noosa: 07 5449 9600 Sunshine Coast 07 5329 3190 D. REYNOLD} 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL - or a
for construction until marked as 1 | REI senna et PO Box 61, Noosaville, QLD 4566 Signed MCU APPROVAL - HORIZ DATUM MGA94 Z56 4 2 » 5 4 mm eat vision
‘igsued For Construction’ in the | A | 05.05.21 | ISSUED FOR OPW APPROVAL AR [email protected] _www.todconsutting.com ig ROL APPROVAL —_RAL17/0504 VERT DATUM AHD. lal dll! 50f6 E
revision description. Rev | Date _| Revision Description Drawn ABN 39 128 805 336 22.02.22 | OPW APPROVAL RL DATUM (PSM 52593) 0.948 MEASUREMENT BAR - INCREMENTS IN mm
7
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