Approved Plans - OPW24/0151 (As published)

Page 2

 

LEGEND - EXISTING SERVICES
PROPERTY BOUNDARY

EDGE OF BITUMEN
—-———— __ KERB & CHANNEL

— ——— _ ROAD CROWN
sarnnnnnnnnannnne — CONCRETE
obtittittiiittitil [9p oF BANK
——_#35 MAJOR CONTOUR

MINOR CONTOUR

TREE

LEGEND - PROPOSED FEATURES

FILL BATTER
CUT BATTER

150mm THICK N32 CONCRETE DRIVEWAY
TO DETAIL ON SHEET 2251-103

0.5m WIDE GRAVEL SHOULDER TO
DETAIL ON SHEET 2251-103

2:1 FINISH BATTER TO DETAIL ON
SHEET 2251-103

TYPE 2.5 GRAVEL TRACK FOR
ACCESS TO BUILDING SITE AREA

ROCK LINED TABLE DRAIN MIN. 1m WIDE
WITH 150 ROCK, 250 THICK OVER A14
GEOFABRIC TO DETAIL ON SHEET 2251-103

 

NOTE:
ALL EARTHWORKS MUST BE CERTIFIED BY TECTONIC
GEOTECHNICAL & ENVIRONMENTAL ENGINEERS PTY LTD

EARTHWORKS & COMPACTION NOTES

CLEAR TREES, STUMPS, AND ROOTS. MULCH AND STOCKPILE

STRIP TOPSOIL TO 150mm OR DEEPER AS REQUIRED. PROOF ROLL FILL AREA
& COMPACT TO 100% RDD. REMOVE ANY UNSUITABLE MATERIAL AND
REPLACE WITH APPROVED FILL. STOCKPILE AND RE-SPREAD ALL USEABLE
TOPSOIL.

APPROVED FILL TO BE MINIMUM SOAKED CBR 6, FREE OF ORGANIC MATTER,
MAXIMUM AGGREGATE SIZE < 50mm. PLACE IN MAX. 200mm LAYERS AND
COMPACT TO 95% RDD (65% RDD FOR COHESIONLESS SOIL). COMPACT TO
100% RDD IF 300mm BELOW SUBGRADE

MINIMUM COMPACTION TESTS: ONE PER 100m OF ROAD (FOR SUBGRADE, AND
ALL GRAVEL LAYERS). THE CONTRACTOR WILL MEET COMPACTION TESTING
COSTS. ALL CUT AND FILL IS TO BE SUPERVISED TO LEVEL 1 AS PER
AS3798-2007 BY TECTONIC GEOTECHNICAL & ENVIRONMENTAL ENGINEERS
PTY LTD PER CONDITIONS OF RAL24/0003.

THE CONTRACTOR IS TO BE RESPONSIBLE FOR LOCATING ALL EXISTING
SERVICES BEFORE COMMENCEMENT OF WORK ON SITE.

GENERAL NOTES:

SURFACE LEVELS

VISIBLE SERVICES ONLY HAVE BEEN LOCATED. PRIOR TO ANY DEMOLITION,
EXCAVATION OR CONSTRUCTION ON THE SITE, THE RELEVANT AUTHORITY
SHOULD BE CONTACTED FOR POSSIBLE LOCATION OF FURTHER
UNDERGROUND SERVICES AND DETAILED LOCATION OF ALL SERVICES.
SURVEY REFERENCE

MGA COORDINATES & AHD ELEVATIONS HAVE BEEN DERIVED FROM GNSS

CONCRETE NOTES:

ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS3600.

CONSTRUCTION JOINTS TO BE PROPERLY FORMED AND USED ONLY WHERE SHOWN OR
SPECIFICALLY APPROVED BY THE SUPERINTENDENT. CONTRACTOR TO ENSURE STRUCTURE
IS WATER PROOF,

. EXPOSED EDGES TO BE CHAMFERED 20mm.

. CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF AS3600 WITH CONCRETE GRADE TO

THE MINIMUM 28 DAY COMPRESSIVE STRENGTH.

. CONCRETE ROAD NOT TO BE TRAFFICKED ON UNTIL CONCRETE STRENGTH HAS REACHED

21MPa (APPROXIMATELY 7 DAYS) AS DETERMINED BY TESTING OF SITE CURED CYLINDERS.
CONCRETE QUALITY MUST MEET THE FOLLOWING GUIDELINES:

 ADMIXTURES SHALL NOT BE USED WITHOUT THE WRITTEN APPROVAL OF THE
SUPERINTENDENT

e CEMENT SHALL BE TYPE ‘A’ NORMAL CLASS PORTLAND CEMENT UNLESS NOTED

OTHERWISE

MAXIMUM SIZE OF COARSE AGGREGATE SHALL BE 20mm

SLUMP SHALL BE 80mm (+/- 15mm)

CONCRETE STRENGTH SHALL BE GRADE N32

MAXIMUM WATER/CEMENT RATIO OF 0.45

DRY SHRINKAGE STRAIN AT 56 DAYS NOT TO BE GREATER THAN 700 x 10 -6

(AS1012.13)

. SAMPLING AND TESTING OF CONCRETE AND CONCRETE CONSTITUENTS SHALL BE IN

ACCORDANCE WITH AS1379.

 
 
  
 
  
    
  

 

NEW ACCESS
DRIVEWAY

 

 

 

 
 

REINFORCEMENT NOTE:
1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE

2. REINFORCEMENT IS REPRESENTED DIAGRAMMATICALLY AND NOT NECESSARILY SHOWN IN
TRUE PROJECTION.

3. CONCRETE ROAD SL82 SLAB MESH TO AS2780 SHALL BE LAPPED BY TWO TRANSVERSE
WIRES PLUS 25mm. BUNDLED BARS SHALL BE TIED TOGETHER AT 30 BAR DIAMETER
CENTRES WITH 3 WRAPS OF THE WIRE.

4, WELDING OF REINFORCEMENT IS NOT PERMITTED WITHOUT THE APPROVAL OF THE
SUPERINTENDENT.

5. ALL REINFORCEMENT TO BE SUPPORTED IN ITS CORRECT POSITION DURING CONCRETING BY
APPROVED BAR CHAIRS, SPACERS OR SUPPORT BARS.

6, REINFORCING BARS T0 BE AS4671:2001 WITH 50mm MIN. CLEARANCE.

 
 
 
 
 
 
 
 
 
 
 
  
 

LOT 36
RP897845

PROPOSED
BUILDING SITE

 

CONTRACTOR TO PROVIDE
GRAVEL TRACK ACCESS TO
PROPOSED BUILDING SITE

 

 

 

 

 

ENSURE INVERT OF TABLE
DRAIN IS OFFSET FROM EDGE
OF SHOULDER MIN. 0.4m

 

 

 

CLEAR, GRUB & MULCH 3 x TREES
INCLUDING ENTIRE ROOT BALL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SURVEY, ORIN OF COORDINATES — DESIGN LAYOUT PLAN NOOSA COUNCIL
RL 207.668 - 0 2 4 6m APPROVED PLANS
BOUNDARIES a OPW24/0151_2 JANUARY 2025
BOUNDARIES HAVE NOT BEEN SURVEYED OR REINSTATED. Scale 1:100 @A1
Callaghan & Toth CLIENT: COORDINATE DATUM: DRIVEWAY DESIGN 2 On : _
Civil, Environmental & Hydraulic Engineers venDIAN B
ro a 2308 NOS HOS 4587 M. RAVEANE ERIDIAN: | Saat TEV SED FOR PROWL = = aay] 11 TALLOWWOOD PLACE, BLACK MOUNTAIN TRANG MEER Al
1 ’ ZONE 56 A [08/24 [FOR APPROVAL MP MP ADT 2251-102
Pir SA7A0081 wr cleghenancieh com. =I" INDEX] DATE _ [REVISIONS DRAWN —[HECKED —[approven | LAYOUT AND NOTES PLAN

 

 

 

 

Document Set ID: 23344346
Version: 3, Version Date: 08/01/2028

Page 3

 

 

 

NOTE:

ALL EARTHWORKS MUST BE CERTIFIED
BY TECTONIC GEOTECHNICAL &
ENVIRONMENTAL ENGINEERS PTY LTD

1.00 O7%

TURF TOP 1m OF BATTER
OVER 75 TOPSOIL

GRASS SEED BATTER
OVER 75 TOPSOIL

MIN. CBR6 FILL. BENCH SIDE
SLOPE WITH 300mm STEPS
PER GEOTECHNICAL REPORT.
ALL EARTHWORKS MUST BE
CERTIFIED BY TECTONIC
GEOTECHNICAL &
ENVIRONMENTAL ENGINEERS
PTY LID

N12 TRIMMER EACH EDGE 50
CLEAR, MIN. 500 LAP

 
     
 
  

 

 

 

 

 

 

 

foesicn priveway ci

   
 
 
 
 
 
 
 
 
  
 
 
 
 
 
   
 
 
 
 
 
 
 
  
  
  
 
    
  
  
    
 
 
 
 
  
 
 

   

 

 

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L82 MESH, 50 CLEAR

75 THICK CBR1S GRAVEL WHERE
ao SUBGRADE/FILL MATERIAL IS LESS THAN CBR6

  
     

1m WIDE ROCK-LINED
VEE DRAIN ALONG
SOUTHEAST EDGE, $150
ROCK, 250 THICK OVER
A14 GEOFABRIC

  

 

 

 

 

 

 

 

TYPICAL CONCRETE DRIVEWAY SECTION
0 0.5 1 1.5m

Scale 1:25 @A1

 

COLOURBOND FENCE MEETING THE FOLLOWING
REQUIREMENTS AND MANUFACTURERS
SPECIFICATIONS:

eMIN. 1.5m HIGH

DOG PROOF

CONSTRUCTED OF FIREPROOF MATERIALS

 

 

 

SDJ
DEJ
ET

SAWN DOWELLED JOINT PER DETAIL ON SHEET 2251-103
DOWELLED EXPANSION JOINT PER DETAIL ON SHEET 2251-103
EDGE THICKENING PER DETAIL ON SHEET 2251-103

1.5m MIN.

   

SLAB THICKNESS

SAW JOINT 3mm WIDE D/3 DEEP MIN WHEN
CONCRETE HAS HARDENED SUCH THAT IT WILL
NOT BE DAMAGED BY THE BLADE OF A SOFT CUT
SAW (2 TO 4 HOURS AFTER LAST TROWEL).

 

 

 

 

 

|-———— CUT OUT EVERY SECOND WIRE
DIRECTLY UNDER JOINT AND
DEPRESS FABRIC LOCALLY

 

 

 

75 TYPE 25
(CBR15) BASE DANLEY CRACK IN DUCER UNDER SAW CUT

SAWN JOINT (CJ)
SCALE NTS

 

 

FOOTING DETAIL AS
; SPECIFIED BY
MANUFACTURER |

 

 

 

 

 

 

 

 

EASEMENT DRIVEWAY SETOUT
PT | NORTHING EASTING LEVEL DESC

 

TYPICAL VEGETATION

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
   
 
  
  
  
  
 
 

 

 

CONVENANT FENCE DETAIL x . 1 | 1098.360 | 1959.379 | 201.465 | EDGE OF CONC
SCALE NTS ene SS OAS 2 | 1098384 | 1959.78 | 201.425 | EDGE OF CONC

= = = 3 | 1101189 | 1960494 | 201.165 | EDGE OF CONC

“NOOSA COUNCIL 4 | 1103665 | 1963.029 | 200.656 | EDGE OF CONC

APPROVED PLANS 5 | 1105725 | 1966.058 | 199.872 | EDGE OF CONC

OPW24/0151 2 JANUARY 2025 6 | 1110606 | 1970512 | 198.414 | EDGE OF CONC

~~ pisconTINUE FABRIC 75mm FROM 7 | 1120442 | 1976834 | 195.498 | EDGE OF CONC

EDGE AND PLACE 1/N12 TRIMMER 8 | 1130585 | 1983353 | 192.491 | EDGE OF CONC

BAR, LAP 300, WITH N12 L BAR AT SEALANT 15 X10 9 | 1132207 | 1980.829 | 192.431 | EDGE OF CONC

 

__ CORNERS WITH 500 LEGS 10mm ABELFLEX TO

DEPTH OF JOINT 10 | 1122.064 1974.310 | 195.438 | EDGE OF CONC
11 | 1112.228 1967.988 | 198.354 | EDGE OF CONC
12 | 1108.432 1962.602 | 200.292 | EDGE OF CONC
13 | 1108.155 1961.376 | 200.604 | EDGE OF CONC
14 | 1109.865 1958.975 | 200.773 | EDGE OF CONC
15 | 1109.837 1958.629 | 200.750 | EDGE OF CONC
16 | 105.836 1958.780 | 201.045 | CENTRELINE
17 | 1105.943 1960.114 | 200.951 | _CENTRELINE
‘DANLEY’ 10mm HD GALV. DIAMOND «=| 18 | 1105.957 1960.275 | 200.941 | CENTRELINE
DOWELS AND SLEEVES @ 450 CRS 19 | 1106.326 1962.305 | 200.580 | CENTRELINE
PLACED CENTRALLY WITHIN SLAB

20 | 1111.417 1969.250 | 198.384 | CENTRELINE

 

 

 

 

7S TYPE 2.5
(CBR15) BASE

 

 

 

 
   
    

R10 TIES AT 600 CRS

  
 
 

 

 
 

\
\

   
  
 

 

ETAIL KLAN
\, N,

DETAIL PLAN.

‘ ~N
PLACE ABLEFLEX AG
CONC, NEW EX AGAINST Ex,

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

~ 3F11TM
REO 50 CLEAR he 4 KEYWAY JOINT (KW) 21 | 1121.253 1975.572 | 195.468 | _CENTRELINE
_ SCALE NTS 22 | 1131.396 1982.091 | 192.461 | CENTRELINE
s 7 ‘SHEET No. INSET REVISION
Callaghan & Toth CUENT: OMEN ATE DATUM DRIVEWAY DESIGN Or, B
Civil, Environmental & Hydraulic Engineers
116/90 COODCHAP STREET NOOSAVILLE M. RAVEANE aE oe B [10/24 REVISED FOR APPROVAL MP MP ADT 41 TALLOWWOOD PLACE, BLACK MOUNTAIN TRANG SER At
: ZONE 56 ‘A [08/24 [FOR APPROVAL MP MP ADT
Ph: 54749081 www.callaghanandtoth.com. 2251-103
inn = INDEX| DATE [REVISIONS DRAWN __|CHECKED _ | APPROVED SETOUT AND DETAILS PLAN

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Document Set ID: 23344346
Version: 3, Version Date: 08/01/2028

Page 4

 

NATURAL SURFACE, TYPICAL

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

TauLowwooppLace =P gx
2 -2% _ SS 8 NOTE:
To ey SSS ALL EARTHWORKS MUST BE CERTIFIED BY TECTONIC
Centreline Data weer a) GEOTECHNICAL & ENVIRONMENTAL ENGINEERS PTY LTD
> >|
DATUM RL 195.500 . fo} | | NOOSA COUNCIL
DESIGN 5 se) = gals APPROVED PLANS
g s8) 6g} S818 OPW24/0151 2 JANUARY 2025
SURVEY ; 2 j
OFFSET 8 88 6g} gigs
@ er s H|NlN
CHAINAGE 15
om DATUM RL 191.500 — toto Fb fe eee ~
Centreline Data £ = 12
X= 108.018 _ ye |_L + --- qa HORIZONTAL CURVES L477 41.03 (23.75
2= 199.208 — VERTICAL CURVES we tos ma
DATUM RL 197.000 -3.6% — -0:71% -7% ||_-17.4% -24.9%
8 ely 3 3/8 VERTICAL GRADES 13.16 (OB7L15] 12.07 132.56
DESIGN ee oe ee sie} sig] 8 a 3g 8 z 5
z ae z BSS DESIGN se} ae a 8 7 7 & =
8 g§ 8 qle| © s|s| sis g g 8 5 3 a
SURVEY 3 Sle 3 a\s| 3 aiR|_ 8s & g & 2 3 s
8 3/8 & 2/8 & —lel ale > > 2 D oD > ENSURE INVERT OF TABLE
9 gle 2 wlel « SURVEY s\8| a)8 § 8 & 5 2 g DRAIN IS OFF SET MIN. 400
OFFSET 8 ae 8 Be 8 fo Pees sssssa ala| sis 8 & & 3 & 3 FROM SHOULDER, TYPICAL
= =
CHAINAGE 12.5 CHAINAGE Ss} &s 8 8
lo slo| ie 6 2 8 g 8 || Centreline Data aot
Centreline Data 7 X= 1131.396
e . 1 HORZ SCALE 1:100 =
X= 1107-465 2% CL - LONGITUDINAL SECTION 1 VERT SCALE 1:100 2192401.
2= 199.832 waco —----, y--- 07 DATUM RL 191.000
DATUM RL 198.500. a gle 3 2/9/38
B) 3s 3 sig 8 DESIGN =] sis} a] alsia
DESIGN 3| gle 3 g\s| 3 2 ee = 2/2) 2
e| ee ele 2 x| gee sss
a glk g ala) & SURVEY s sla a) sisi
SURVEY 3| als 3 ail 3 2% 2% —_ 2] 2) 8) Bee
3 = 1 Centreline Data we |e py S| g/g 8 els| es
OFFSET 8 38 gogis) 8 Yo lores Zo 2% 2% —_ OFFSET ais) 8 BIEL &
8] ala 6 sla] 6 Z= 196.715 - . -Pyo
ao Centreline Data © e4-77
CHAINAGE 10 DATUM RL 194.000 123.356 » -- E 39.557 :
8 alk) &| Bale eaeaa aeo7 Centreline Data But
Centreline Data DESIGN 3 sls} sg} sigis X=1129.665
X= 1106 497 2.38% 2.38% = 3 = = = = = DATUM RL 192.000 2 ss = stots Y= 1980.979 .
Z = 200.455 OTTER aa] Pps SURVEY 8 88 8 slale DESIGN 3 sls = slslz DATUM RL 191.000
DATUM RL 199.000 = Sjej ie} iis = oe eb 3 aig) 5) = -S/8/8
B) Se B ag S als] 3s] alele 5 RB) 3] BBE DESIGN 3 ais} a) alas
DESIGN 8) =|2 = =/8/ 8 OFFSET a 8|8 8 ssis SURVEY ° al = glsls 2 =|F = Sele
| sig g gigs 8 ale| 8] Alga 8 s/8) 8) 88/8 Z sgt
AS 8 AR = alel al elole SURVEY ee ee
SURVEY g| 32 z sisl s OFFSET 8 sje} 8) = g8is = Fle} =F} ee
8&2 & 22/8 o SyF|__e] js 2 els
g s\s} sg] gigis
OFFSET 3] ele sl) oelelig ee CHAINAGE 30 OFFSET Set S| BIS
Bl ag gs, gis? 3 GE 30
3 ‘ 2 Centreline Data Centreline Data 2% 2% eee CHAINAGE 37.5
971.517 a 94 94 =
. CHAINAGE 7.5 Z= 197.338 = oreare As ao Centreline Data a 2-2 a7
Centreline Data DATUM RL 194.500 95.468 _- Y= 1970027 ye be
a 4.3% 43% = gi; 8) Sis DATUM RL 193.000 ~~ 2= 193.597 ae
( yo DESIGN 3 55] 5) B/5I5 5 28) 8) Sigs DATUM RL 191.500
DATUM RL 200.000 = = = SS DESIGN 3 BIS 8 Ped ed ed 8 3/5 5 Sls| 3
age z NIRS = Nel] Ssis a s\8| 8) B88 8 3/3] Bl BS] &
DESIGN ele 3 sisi SURVEY 8 gis} os] gisis 5 as) 8] aisle DESIGN 2 8) 3) 8/8] 8
RIRIR & R/8|8 = SF} S| SURVEY 3 sis} $s] sisis B gs} 8)” a 8
ass 3 alsi8 S elel ol clo a s\3} 8) 888 SURVEY 8 8] 8} Be] 8
SURVEY ISIE g sisig OFFSET & sis} 8) 388 = ale 8 8/8} 8] 8/8] 8
IRIS 8 IRIS “ Sj] visi OFFSET 8 sis} 8) gic ~ ole
slalg 3 clele CHAINAGE 20 “ Se} __o|__=}ssev OFFSET 5 se} 8) BiB 8
OFFSET aise 8 sls se 8 g
alae a aE om CHAINAGE 27.5 ” —GHAINAGE 5
% 24 ee 94 9 5
CHAINAGE 5 ; Py 2% 2% — oem
Centreline Data Centreline Data Jje--q0-7 Centreline Data _- Py o___—-2% ——
= 1958780 i on 5.5% ero. 168 YE lore oo — Centreline Data wr Ueber
ee . ° Th
Z= 201.045 nn 197.962 -a-- 2 = 196.091 — X= 1125459 Zn
DATUM RL 200.000 DATUM RL 195.000 DATUM RL 193.500 Z= 194.221 a
aes z S ss) 8) Big]8 3 gis) al aise DATUM RL 194,500
DESIGN zlele g DESIGN 8 55 5) BIS DESIGN 3 gel gl sels 2 Bela) gis
SINIS < > sy = sa = =| = Sl DESIGN a giz = slgl3
sale = 2 sg; 3) sss a als) =] esis 8 3/3] 8} 8S
SURVEY Elsie = SURVEY 8 sis} 5) Sisis SURVEY 2 sis} | sisls 2 sis} 8) as
a8 8 = S|} IS S S|F| Fe} ie SURVEY 3 sis} 3] sigls
ig g OFFSET gE 83) 8) gigs 8 sig) gl] gigis = Sp se
OFFSET a|g|s 8 5 Se 8) ais|s OFFSET 3 Se, 8) Biss OFFSET § sig) 6s] 88s
2s ° hi ¢ ale _
A1 HORZ SCALE 1:100 - me se
CHAINAGE 3.434 CHAINAGE 17.5 A1 VERT SCALE 1:100 CHAINAGE 25 CHAINAGE 32.5
s I: SHEET No. IN SET REVISION
Callaghan & Toth CLIENT: ie DATUM: DRIVEWAY DESIGN OF &
Civil, Environmental & Hydraulic Engineers MERIDIAN: B
A 41 TALLOWWOOD PLACE, BLACK MOUNTAIN
Fo wD a NS ee LE M. RAVEANE GDA2020 B [10/24 [REVISED FOR APPROVAL MP MP ‘ADT TRANG MAREE A‘
Ph: 54749081 www.callaghanandtoth.com.cu Ui ZONE 56 A [08/24 ___|FOR APPROVAL MP MP ADT_J DRIVEWAY CROSS SECTIONS AND LONGITUDINAL SECTION 2251-104
INDEX| DATE _ [REVISIONS DRAWN [CHECKED | APPROVED

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Document Set ID: 23344346
Version: 3, Version Date: 08/01/2028