OPW15/0076 Application for non-standard driveway

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Semri-Movntobte “ NOTES: NOTE:
a Soni Kerb Jeopetin, path Dowelled exponsion 4. Grassings are not desiqned for commercial vehicles. Services & rood Typical corpark boy
SRI) ED dg SEO neous Pap sre sa nse meh ene ng ord |Site ol et be
verge profiles, Footpoth eor: S adjoining mus! well eompocted. ed ke
g 3. Concrete surface toferonce to be, hover ‘3 metre sections, moved (or EHEC Siocmnater
= 4. Concrete N3Z in cccordence AS 1357S ond AS 3600.
r 3 5. Reinforcement fobric to AS 1304, 50 top ond edge cover, lop fobric 250.
° 6G. Approved meteriols for construction:~ concrele, paying blocks or ospholt,
_ Ss g refer project drawings.
— 2 — Expansion joints to'ba iGmm thick, full depth closed cell cross linked
We 88 polyethylene foam (85 — [50 kg/m}, or 10mm thick compressed
7 = 2 gronuloted corkboard, instofolion to monufocturers” inslructions.
a’ ol Fe 8 fate permits must be obleined from Council, including oppravel of
‘Non:a¥p eaperstel El = A focation ond levels prior {0 axcovotion,
ee aeeaee 2 4 9 Refer profs dronings or loco! authority standord drowings for verge lype
* cross sections. Z
ES to . Ee 10, One occess to be conslnicted per ollotment. x x.
. ~_ = s3 Tt. Earthworks cul and fill bolters fram edge of driveway to neturot surfoce to be Pm
2% L ee max. grade ol I in 10 ond fully turfed. | |
: | T 83 12, #& Onvewoys must ochieve a high point of 250mm cbove invert of kerb lo ensure!
— =< 3 stormnoter is conteined within the rood reserve of per requirement of GUDM ACCESS
pt Atemotive 1 profile (Queonsiond fiber, Orsincae. anual) ‘This constroint moy be varied upon the bom—oLf. || bes.
.. . oppravel of the ruthority.
¥, fit Lnitemotve 2 profie 13, Being footpath to be ronstanal to new dtvewoy ot ¢ maximum grode COLLECTOR
of tin wm PFORDied locolions shonn in
1500 4 Une ‘spec sratonces Some may, ogre © tising grode of 1:8 in this @, bosed on AS 2899.1
i location of withi metre of property boundory. 3] . 5
1200 ania 15, Mt dimensions in. mélimetres. 5 Dimensions ore in metres.
Pi RIVE WAY The points morked 'X’ ors either of the medion
oa ¢ divided rood, or ot the intersection of
the moin reed centreline ond the prolongotion
of the side rood kerb Ene on on undivided road,
RIVEWAY _PROHIBI ATION:
*
*
HEIGHT ABOVE 3 8 8 Z|
PSVERT_OF_CHANNEL (mn) : 100, tom Roll over
DISTANCE FROM 2 2 2 ra] i ] I 7500
INVERT OF CHAHNEL (m) | ° 7 bid hd Gorage/
T T T Tz 2} 1 t Corpart slob
| g3 | i
Taalpoth J .
%, | | Ag g
Road surface: < ] 4 in 40 (25%) | Rall under
\ Bl comeazt 10 Bonen = 1500
canto joint Garage/ »
antrok joint rt_sial
Sow cut ssiating KC - 50 TYPICAL PROFILE DRIVEWAY ACCESS AnA ae
fin depth ot inverl — break These drvings hove been . lion telwoen the spot as.
out ond remove bock of K&C FcR, URE, the ser saeh conn WA Le. Sony tes bows aaoped iy tee oppopenne coud
INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALIA DRIVEWAYS:
‘QUEENSLAND DMSION INC, RESIDENTIAL DRIVEWAY SEQ R-050
Se STANOARD_ DRAWINGS BREAKOUT TYPE