APPROVED Plans - OPW13/0022

 

 

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

 

 

 

 

 

 

 

 

 

 

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