Plans - OPW24-0151 - 41 Tallowwod Pl, Balck Mountain · OPW24/0151

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 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
SURVEY, ORIGIN OF COORDINATES:

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

 

 

 

 
 

LOT 36
RP897845

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.

 

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

 

 

 

 

 

DESIGN LAYOUT PLAN

    
 
 
  
 
  
  

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|
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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

 

 

   

      
     
  
  
  
 
  
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
  
 
  
    
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PSM109469
RL 207.668 0 2 4 6m
BOUNDARIES a
BOUNDARIES HAVE NOT BEEN SURVEYED OR REINSTATED. Scale 1:100 @A1
s I: SHEET No. IN SET ‘REVISION
Callaghan & Toth CIENT: COORDINATE DATUM: DRIVEWAY DESIGN
O, . . . AHD 20F 4 A
Civil, Environmental & Hydraulic Engineers
PO BOX 2305 NOOSA HEADS 4567 M. RAVEANE MERIDIAN, | 41 TALLOWWOOD PLACE, BLACK MOUNTAIN TRANG MEER Al
1.16/90 GOODCHAP STREET NOOSAVILLE } ZONE 56
Ph: 54749081 www.callaghanandtoth.com.cu A {08/24 __|FOR APPROVAL MP MP 2251-102
$ = INDEX REVISIONS Drawn lerecke | arproven| LAYOUT AND NOTES PLAN

 

 

 

Document Set ID: 23253887
Version: 1, Version Date: 20/09/2024

Page 3

 

 

 

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

 

 

  

   

NOTE:

ALL EARTHWORKS MUST BE CERTIFIED

BY TECTONIC GEOTECHNICAL &

ENVIRONMENTAL ENGINEERS PTY LTD

LOT 36
RP897845

 

 

N12 TRIMMER EACH EDGE 50
CLEAR, MIN. 500 LAP

 

 

  
  
  

-foesicn priveway ci

+n

 

1.00

 

 

 

SUBGRADE/FILL MATERIAL IS LESS THAN CBR6

75 THICK CBR1S GRAVEL WHERE

 
 

 

 

1m WIDE ROCK-LINED
VEE DRAIN ALONG

SOUTHEAST EDGE, $150
ROCK, 250 THICK OVER
A14 GEOFABRIC

 

 

 

TYPICAL CONCRETE DRIVEWAY SECTION

0

   

Scale 1:25 @A1

  
   

 
 
   
  
 

1 1.5m

   
  
 
 

 
   
  
  

   
     
  
   
 
   

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

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).

 

 

 

75 TYPE25
(CBR15) BASE

 

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

DANLEY CRACK IN DUCER UNDER SAW CUT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SCALE NTS
EASEMENT DRIVEWAY SETOUT
PT | NORTHING | EASTING | LEVEL DESC
1 1098.360 1959.379 | 201.465 | EDGE OF CONC
2 1098.384 1959.678 | 201.425 | EDGE OF CONC
3 1101.189 1960.494 | 201.165 | EDGE OF CONC
4 | 1103.665 1963.029 | 200.656 | EDGE OF CONC
5 | 1105.725 1966.058 | 199.872 | EDGE OF CONC
6 110.606 1970.512 | 198.414 | EDGE OF CONC
~ DISCONTINUE FABRIC 75mm FROM 7 1120.442 1976.834 | 195.498 | EDGE OF CONC
- EDGE AND PLACE V/AT2 TRIMMER | SEALANT 15X10 8 | 1130.585 1983.353 | 192.491 | EDGE OF CONC
~ CORNERS WITi 500 LEGS tomm ABELFLEX 10 9 1132.207 1980.829 | 192.431 | EDGE OF CONC
DEPTH OF JOINT 10 | 1122.064 1974.310 | 195.438 | EDGE OF CONC
- 11 | 1112.228 1967.988 | 198.354 | EDGE OF CONC
3 12 | 1108.432 1962.602 | 200.292 | EDGE OF CONC
- 13 | 1108.155 1961.376 | 200.604 | EDGE OF CONC
15 TYPE 2S 14 | 1109.865 1958.975 | 200.773 | EDGE OF CONC
(CBR15) BASE 15 | 1109.837 1958.629 | 200.750 | EDGE OF CONC
16 | 105.836 1958.780 | 201.045 | CENTRELINE
Trinh _— R10 TIES AT 600 CRS 17 | 1105.943 1960.114 | 200.951 | CENTRELINE
. NL és DETA LPL AN < ‘DANLEY’ 10mm HD GALV. DIAMOND 18 | 1105.957 1960.275 | 200.941 | CENTRELINE
PLAC Pt NS Vf ‘ FORCED NTRALLY Wicritr SLRs 19 1106.326 1962.305 | 200.580 CENTRELINE
CONG, NEW reo aN EX, Sent 20 | 1111.417 1969.250 | 198.384 | CENTRELINE
LEAR N —< 21 | 1121.253 1975.572 | 195.468 | _CENTRELINE
SCALE NTS 22 | 1131.396 1982.091 | 192.461 | CENTRELINE
Callaghan & Toth CUENT: COORDINATE DATUM: DRIVEWAY DESIGN =) =
Civil, Environmental & Hydraulic Engineers AHD 30F 4 A
PO BOX 2305 NOOSA HEADS 4567 M. RAVEANE MERIDIAN: | 41 TALLOWWOOD PLACE, BLACK MOUNTAIN TRANG MBER Al
1.16/90 GOODCHAP STREET NOOSAVILLE \ ZONE 56 A [08/24 FOR APPROVAL MP. MP ADT -
Ph: 54749081 www.callaghanandtoth.com.ou =a rant one EVE SRE EE SETOUT AND DETAILS PLAN 2251-103

 

 

 

 

 

 

 

 

 

 

 

 

 

Document Set ID: 23253887
Version: 1, Version Date: 20/09/2024

Page 4

 

 

NATURAL SURFACE, TYPICAL

Centreline Data

 

DATUM RL 195.500

 

 

 

DESIGN

 

SURVEY

196.785| 196.785

 

197.475| 198.533
197.594] 198.616
197.850| 198.585
198.135] 198.554]

198.302| 198.302

 

OFFSET

 

 

 

-5.567

 

 

 

 

 

 

2.069
1.569
0.000
1.543
2.043
2.382

 

Centreline Data
X=

  

CHAINAGE 15

 

TALLOWWOOD PLACE

DATUM RL 191.500

 

VIB BE B81 48
VIP RLj200.94

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

= 108.915 ye a Seno - HORIZONTAL CURVES a
967.103 er a
2= 199.208 — VERTICAL CURVES C
DATUM RL 197.000 0
z a =z ate VERTICAL GRADES -
DESIGN 3 gio 2 3| 3
| 8] 8] BRE DESIGN ag) gg] 8 3 g g 3 8
8) SS ggg] 2 —ae UU sis} gis 8 g 8 a 3 a
SURVEY 3 sls S aisle aiR|_ 8s & g g 2 3 s
8 3/8 & 2/8 & —lel ale > > 2 D oD > ENSURE INVERT OF TABLE
al ale el lela SURVEY ss) 38) 8 & 5 5 2 g DRAIN IS OFF SET MIN. 400
OFFSET 8 ale 8 Bes) 0 | sls) sis 8 8 5 8 3 & FROM SHOULDER, TYPICAL
= =
CHAINAGE 12.5 CHAINAGE sg) 88 8 8
Centreline Dat Ie se Sis] + = = & 8 81 | Centreline Data copest
entreline Data
e . 1 HORZ SCALE 1:100
X= 1107 485 26 CL - LONGITUDINAL SECTION IM WERT SCALE 1.100
Z= 199.832 =
a -_-_JPX--- DATUM RL 191.000
DATUM RL 198.500 x] ges! eels
DESIGN & 85 ek) § DESIGN s ia a) ais) a
3) 88 & 3|8) 8 = S11 SETS
SURVEY & a8 8 als) & SURVEY s sla a) sisi
=| =F = =| = Centreline Data - 5] gig 2 elel e
al ele < OFFSET a| 8ik 8
OFFSET 8} 38 8 gig] YE jorse6s 2% 2% _ Ss} siz) 8) BR) §
eo] 9a S =|] 6 Z= 196.715 -Pyo
Centreline Data © e4-77
CHAINAGE 10 DATUM RL 194.000 123.356 » -- E 39.557 :
gS =|2 2 Biss }976.924 a i 4
it DESIGN 3 8 5 5 eels 94.844 a Centreline Data 2%
yeteaee OA 2.38% = eet st ante DATUM RL 192.000 Zi is2om
962.785 ao — _ 3 Sis 8 gisie Re ols 3 zlale = ~
Z = 200.455 Sp Ppopoc SURVEY 8 88 8 slale DESIGN 3 sls = slslz DATUM RL 191.000
DATUM RL 199.000 = Sif S| IRIS = eje| oe] see g alg) =| sisis
ar z SS S elo lela g gg 3) Sse DESIGN = als} 8) Sale
DESIGN 8] 58 2 38) § OFFSET 5 3|8 isis SURVEY 3 sis) =|  slgl¢ 2 ee) | lel
s| sis 8s s\s\s a Ae <|ailai bs 2/2 2 2/e|e oS roar a TBS
gag a, Sele 5 adele. elels SURVEY 2 as} s| gale
SURVEY s| sis z gla|s OFFSET 8 8\8 8 gig\g a 2/8 $ 2/8/S
8&2 & 22/8 o SyF|__e] js 2 els
g s\s} sg] gigis
OFFSET 3] gle sles - CHAINAGE 30 OFFSET 2 se 8] Fes
| 8ls g lai 5 Centreline Dat % 2
Ceontretine Data ; 2% 2% ee CHAINAGE 37.5
CHAINAGE 7.5 grist? yenimss Oat © -— % -
/ : 3 ier aes 121.253 4 aa Centreline Data 2% __-2% yy
Centreline Data DATUM RL 194.500 Sete X= 1127.562 ot ee
~ eo Y = 1979.627 aol
---~~, 4.3% DESIGN = gi; 8) Sis DATUM RL 193.000 — 2 = 193.597 a
Pyptttt- 8 3/5) 35] BIS 5 28) 8) 8iglE .
DATUM RL 200.000 [To i = =<} | = DESIGN 8 Se) gl lale PATUM RL 197.500 g qS) &| slsls
aa 2 QRS s Sls 2 BIsik s 3/8 s 8/53) 8 3/8 8 8|8| &
DESIGN SIS|E 3 isis SURVEY 8 sis) gs] $ : 5 5 sls) 8) BiSIS DESIGN 8 3/8} 8) 88) 8
RIRIR & SIRS = SF} S| SURVEY 3 sis} $s] sisis B Zs) 3) ssl 8
88/8 a 33/8 b slo 2 Fie 2 22/2 o |G a %/6!| ©
SURVEY ells 8 ge OFFSET 5 28) 3] ggg = =I SURVEY g ga] 8] 8g| 8
RIRIR & RRR e Sr] | fois OFFSET 8 sis} 8) gisis ~ ale
sigle 2 clele < S}F} is} tai OFFSET 5 sis) 3) gigi sg
OFFSET aise 8 g\g\g : ale 8) §
35/5 Ss alas CHAINAGE 27.5 + —
CHAINAG - 2% 2% _ CHAINAGE 35
Centreline Data Centreline Data Centreline Data _--4-P — 2% __-2% eect
Y= 1058760 wot ero. 168 Fea oes) a Centreline Data ant | __-L---F
Z= 201.045 pot 197.962 + Z= 196.091 Le Yi loons Zon
DATUM RL 200.000 DATUM RL 195.000 DATUM RL 193.500 Z= 194.221
aes z S ss) 8) Big]8 3 gal al aigis DATUM RL 194 500
DESIGN Elle g DESIGN 8 5/5) 5] BIBIS DESIGN 3 gel gl sels 2 Bela) gis
See = = 3g) 2) 212 = SSE SSS DESIGN 3 3/3} 3] 3 gl8
SURVEY 222 é SURVEY 3 gis) sl oasis SURVEY : gle) 8] gléle % slg 8) 28
a8 8 = S|} IS £ S|F| Fe} ie SURVEY 3 sis} 3] sigls
ig g OFFSET &£ 32 6g) _—sogigig 8 sig) gl] gigis = ss
OFFSET sae 5 ses] Sale ont ae] BEI OFFSET 5 Beg) OB
¢ ale ;
A1 HORZ SCALE 1:100 - wn Sais
CHAINAGE 3.434 CHAINAGE A1 VERT SCALE 1:100 CHAINAGE 25 CHAINAGE 32.5
Callaghan & Toth CUENT: COORDINATE DATUM: DRIVEWAY DESIGN —_—) mus
Civil, Environmental & Hydraulic Engineers 4 OF 4 A
PO BOX 2305 NOOSA HEADS 4567 M. RAVEANE 41 TALLOWWOOD PLACE, BLACK MOUNTAIN TEAMMGMARER At
1.16/90 GOODCHAP STREET NOOSAVILLE il oP aT
Ph: 54749081 www.callaghanandtoth.com.cu —t} ETD TERED] DRIVEWAY CROSS SECTIONS AND LONGITUDINAL SECTION 2251-104

 

 

 

Document Set ID: 23253887
Version: 1, Version Date: 20/09/2024