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APPROVED Plans - OPW13/0022
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Datum RL 157.00
Design Level 159 484
Remove 200mm of
every second transverse | |
wite under joint
Saw cut joint within
E hours of placement of concrete
(3mm x 30mm deep}
j Slab as specitied
\ Somm compacted sand bedding Bedding sand
to be thouroughly wetted immediately prior
to placement of concrete
Joints to be placed every 4m
DATE PLOTTED: 11 January 2013 4:16 PM BY : GAVIN FIELDS (SUNSHINE COAST)
CAD FILE: P:\242001 Black Pinch Road\Design\ ACAD\242001RDADWORKS. dwg
— pe ae ee) TYPICAL SAW-CUT JOINT (SCJ)
erent sr 7 — - SUNSHINE COAST REGIONAL COUNCIL va
an 120 at A
Datum RL 156.00 _ ; APPROVED
Design Level 158 254
OPW 1 , ig? j { ? DEC 2013 : . : ~~ 15x15 flexible sealant
gis / mmx 150 square hot dip galvanised
= + / / Danley” Diamond Dowels at 600 crs
Lorgitudinat wire 20 if 50 / asaied in accordance with manut
parallel te joint
Datum RL 154 00 |
Design Level 157 115 Ch. 40 ion compressible
niey” Diamond Dowel
sleeves at 600 crs
centrally located
\ Slab as specified
50mm compacted sand bedding Bedding sand
to be thouroughly wetted immediately prior
to placement of concrete
Datum RL 16100
Design Level 163 818
Joints to be placed every 12m
TYPICAL DIAMOND DOWEL JOINT
DETAIL (DDJ)
|
| 110 at AY
- eecsiciah si — 120 at A3
Ch. 20.075
Datum RL 151.00 _
Design Level 153.61
Datum RL 161.00
Datum RL 15100 | Design Level 163 779
Design Level 153 668
Datum RL 16100 _ |
Design Level 163 942
Datum RL 161.00
Design Level 163 389
gesritl eenemprcemiiaces =
Ch. 14.268
2001 200
| 2% |
woe n
Datum RL 150.00
Design Level 152.920
Datum RL 149.00 Datum RL 158.00 . | Datum RL 161.00
Design level 52570 Design Level 160562 — Ch. 60 Design Level 163921 ~ Ch. 120
LEGEND
Cut area
Fill area 16 tf 2 3k OM
Scale 1100
+ : - - OC rcaans toa ny ia par neeana tots Pi ee avon” MR H. & MRS D. HERRLE
23/03/3012 2 LOT SUBDIVISION pis APPROVAL
411 BLACK PINCH ROAD, COOTHARABA
Copper n te whese ant every part of the crewing Delonge Yo [Designed
Cardno soanerosamimmmmntmmrenenr | RPEQ.No: _ 7e44 DATE. 11/01/2013 | |_¥ Wer
tary bareon afar hn ty acieeort ah Corer (2G Py Le SE eeepc ee | aes i
r a m
| = 23/03/5012] EARTH! z
: — | Cardno (le) Py Ld ee eee | SIGNATURE ae 2/2012] EARTHWORKS AND ROADWORKS Zam Pe Pn
Le Oo ABN 87 OB: O74 902 Lanett of anc ue by Ye chert accoraance wi the ems fe A FE We d G Fell 1170172013
1 - le 1 SUNSHINE COAST OFFICE: Level 1, 9 Maud Street Maroochydore, Qid 4558 atte Slr’ 00 Py ss dot reared wal nt maar ay . OWwAan ee ue [Prawn 42001-002 eevieen
Siete eee || 3 |
es bate Desergton TBeawnl Appr Prek [email protected] | Ph (Or) 6A4s 2688) “Fe 07) 6463 base oremenne — ‘AF Howord 11/01/2013] DRIVEWAY 2ROSS SECTIONS
om ue eee ettegoS Sete ON AT ORIGINAL
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Page 2
REVISED EARTHWORKS EXTENT. POSSIBLE GARAGE INDICATIVE POLE HOME LOCATION ee (10x15) f FIRE. TRUCK / TURNING EXTENT Alexander David Toth 6069 NAME RPEQ pF ifn oe X 13/09/13 SIGNED DATE SUNSHINE COAST REGIONAL COUNCIL APPROVED OPW 15002; 1 2 DEC 2013 BN ¢ Joi gra MINOR CLEARING TO LOW SHRUBS INDICATIVE POLE HOME LOCATION (10x15) HOUSE. SITE jl POSSIBLE GARAGE LOCATION HOUSE PAD GENERALLY IN GRASSED_AREA LOW SHRUBS EXTENT OF CUT/FILL (Callaghan & Toth ) Civil, Environmental & Hydraulic Engineers 6/41 Sunshine Beach Road i NOOSA JUNCTION 4567 Ph: 54749081 Fax: 54749041 as www.callaghanandtoth.com.au designed | ADT | datum AHD DERIVED drawn BM 7 PSM # checked | AH Origin (B.M.) RL * approved SURVEYED BY * PHONE * project BLACK PINCH ROAD * Nn nn eer! a Client H & D HERRLE \ fon aN title HOUSE SITE AND EARTHWORKS PLAN LOT 2 on RP206088 PARISH OF NOOSA COUNTY OF MARCH NOOSA SHIRE COUNCIL LOCALITY OF POMONA 0.25 5 7.5 10 125 Meters Scale SCALE SHOWN IS ORIGINAL DRAWING SCALE 1:500(A3) DO_NOT SCALE. FROM THIS DRAWING REVISIONS LL AN FILES USE ONLY DIMENSIONS PROVIDED 25 COMPUTER DIRECTORY. KWOBSYCT\... Sheet 2 of 2 sheets drawing number 1314-02 dote August 2013
Page 3
Alexander David Toth dat SIGNED 6069 RPEQ 13/09/13 DATE APPROVES é Callaghan & Toth ) Civil, Environmental & iL Hydraulic Engineers My 6/41 Surahine Beach Road 1OOSA JUNCTION 4567 Ph: 54749081 Fax: 54749041 = www.callaghanandtoth.com.au 130022 4.2 DEC 2019 [eesigned | [OT] dotum AnD DERWED drown BM PSM * ch AH | Origin (B.M.)_RL* approved SURVEYED BY * PHONE * | (Ce project BLACK PINCH ROAD * Nc Client H & D HERRLE Ne pr i title SITE AND PASSING BAY PLAN _—————— LOT 2 on RP206088 PARISH OF NOOSA COUNTY OF MARCH NOOSA SHIRE COUNCIL LOCALITY OF POMONA A$ pan a SCALE 0_25_ 50 75 100 125 Meters 250) scale ‘SCALE SHOWN IS ORIGINAL DRAWING SCALE 1:5000(A3) D0.NOT SCALE FROM THIS DRAWING USE ONLY DIMENSIONS PROVIDED REVISIONS FILES COMPUTER DIRECTORY KAJOBS\CT\,.. Sheet 1 of 2 sheets drawing number 1314-01 \ date August 2013
Page 4
DATE PLOTTED: 11 January 2013 4:17 PM BY : GAVIN FIELDS (SUNSHINE COAST}
__- nwa WESIGN\ACAD\242001ROADWORKS dwg
PAVEMENT SPECIFICATIONS:
TYPE DESCRIPTION ASSUMED CBR | DESIGN ESA
175mm thick N32 Concrete reinforced with SL82 fabric {60 tc)
A 125mm compacted gravel sub-base Type 23 (Min CBR4S5) (if required) sx 104
\
Transverse Joints.- For Jointing detail refer Dwa, No.242001-002. 6 Were
ROADS
SUNSHINE COAST REGIONAL COUNCTE
opw 150022
APPROVED
12 DEC 208
«
s
PAD SETOUT TABLE 3
a
Baz
PT No. | EASTING | NORTHING | LEVEL sas
2 eS
; 1 141129 5856.31 163.75 5 |
. z
2 1418.96 5043.12 | 163.75 S
3 1624.63 5841.24 163.79 € |
e &
s 4 144052 5850.09 16397 S
g
a sry Nawatig 5 144158 5853.94 164.00 = |
gravel driveway 6 1432 33 5869.86 164.00 a || \|
1 1426.65 5871.06 163.95 A | |} I |
Fi |
PLAN 8 1413 %4 586310 163.81 2be {|
Scale 1 500 , adie || || I
“Ta I HT | | |
zen | |} I 1 | |
oH |
| |
VC LENGTH | vd } MC 20, |
RADIUS | RB R itt |
GRADE 1.312% — masyn | do ntox |
PAVEMENT L. L
DATUM R.L145.0 SS = .
EARTHWORKS NOTES: 7
cur 4 0 90 53 | 260 | 137 12
‘1 Earthworks shall be in accordance with job specifications and AS EARTHWORKS |}-— ro 7
3798 (‘Guidelines on Earthworks for Commercial and Residential ru | | 6 40 0 0! A
_ Developments’) er tae ge Saletan Coal eleletal=et 11
2 Fill shall be placed and compacted to the following standards EDGE LEVELS LHS | 8 s Sigiels g 3 3) 4 KL fels|S
(i) Cohesive Materials - Allotment fill shall achieve a Minimum Ory Revel | BISIBSla/Blsiaiz) s S/S/Zig\s
Density Ratio {M.0.0R) of 95% Standard. Commercial allotment fill erect | | |
shall achieve a 98% Standard. Density Ratio (MO.DR} | S/8/S/R/alajsisis| § elglalgis| |
‘ si RIRIEAS/S/R/3) RR) |
Datum Rb. 5000 ae sconce stats es Road embankments shall achieve the following minimum standards EDGE LEVELS RHS SSIS BBs sigis) s S/S/S\g\s |
(a) greater than or equal to 0.3m below pavement subgrade a _| | 1
zs J = ela 1 lal] =
SECTION A-A 95% Std MOOR cUT/FILL 3} BSS S8siR8) =) | $e/8lB13/2
Scale 1 250 (b) less than 0.3m below pavement subgrade 100% Std MDOR (Depth of) * Sete tele S19) wlalelsjel")
(ii) Non Cohesive Materials - Fill shall achieve a Minimum Density po scence } | \ J
‘ sislele T Staletal
3 Seana cee tion shalt be ‘Level 2 AS 3798 been aI 58/8 Se 8/212 a eee gals
jeotechnical Certification shall be ‘Level 2’ as per S| gigigielalsigicis) a AID al al Sin
DRIVEWAY SETOUT TABLE 4 FL denotes finished levels teves PRRs) 2) Bee Fe
Pr Chainage | Easting Northing | Bearing Radius ALength | DAngle EXISTING SURFACE g| BlS|B\Bl8/3 8/8 8 3 SSS a8 |
es 088 iege23 || SbzaG2 ee LEVELS & SleSegigisisi2| 2 2) 3)3/3) 3/3)
IPS 0.000 158.024 | 5827 303 Zz ————= slelslaleleisisier al elelsisieler
1P3 0.000 173420 | 5810209 CONCRETE NOTES: 3| SElS/S/S/SI5 15/8 | gs} Sse a /8/2|
Pi cond 540.166 | sveeaor | 26272 1 Concrete cutting shalt be undertaken within 8 hours of placement ila LORI SS Ss )a/G)S) &) SS /S/E l/s
? 2 Bedding sand shall be compacted as specified, to a uniformly smooth, I 1 | | Lt it 1 |
P2 9.000 1581718 | 5798763 flat surface to satisfaction of Superintendent prior to concrete a = — See ee
1 14.268 1543847 | 5826907 | 276°27°21" placement HC DATA Rp A-5p p24
1P6 wan 1540958 5829.234 50.000 5 807 6°39'16" 3 Finished surface will not be trafficable earlier than 10 days after
re sae i aaa | eesaen TES placement Surface shail be continuously cured for 10 days, minimum, by CL DRIVEWAY
pete | ae ae eeaues lr a application of an approved curing membrane as directed by the cat tae
TC 46.607 1512287 | 5835911 | 283°06°37" | Superintendent vat 4100
1P7 50.174 1508806 | 5836722 ~50.000 -7135, 8°10°34"
ct _ 53742 | 1505246 | 5837029 | 274*56'03" i
If WORT. FINS T08 | BB RLNTD [2215556030 -
1P8 109.990 1449.128 | 5841874 20.000 9.033 25°52'4h" LEGEND
cf 14645.182 - Cut area
IP9 1437.906 Fill area 5 0 5 10 15 20 25m
Scale 1500
r ——, [Drawn Date Client ‘
——f —— O'cainebitySdSeeendwe: | REET AE ewe NM 23/03/20 MRE. & MRS D. HERRLE
4 oprah n te rein ac every oan of rmwing Delong IO ehh |_| Pesined r 2 LOT SUBDIVISION es
ped ra fot ae $0 é M. West 23/03/2012
T - Cardno Warimnwarwcersemne [RPEQNo: 7644 DATE ‘1iorrzora | | 2 + BLACK FINCH ROAD, COOTHARABA APPROVAL
t Camo (C4 Py Ee Sorsmncrensareerwensawws aa SIGNATURE G. Fields 23/03/2012] EARTHWORKS AND ROADWORKS ine as ae See
ABN 5? 08) 074982 tur oars uaa ty ve os Haccotarce ee We toe Pe A E He dA Ramee eae 23/03/2012; AHD 1.500
Emuh:sco@umneanocomas’ "Ph (ON oeezees Pa (ih asaseese meee ‘ i‘ ieee see ees | ROADWORKS PLAN AND LONGITUDINAL ""F42001-001
+ Tite tieeon pee] Email: [email protected] Ph. (07) 54432555 Fax. (07) 5443 5642 A. E Howard 11/01/2013] SECTION
we ot we te
id Bien ON AT ORIGINAL