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2016-05-10 Planning & Environment Committee Agenda
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PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 10 MAY 2016
Page 6 of 96
-_
bE N -
Z emi-Mountable Dowelled ‘ NOTES: NOTE: . goo
LU >r Barrier Kerb Transition path joint ter fen 1. Crossings are not designed for commercial vehicles. Services & road Typical carpark bay ieee
S ind Channel to driveway STD dwg SEQ R-065 2. Footpath section to vary where necessary to match concrete footpaths and furniture will not be ae
I verge profiles. Footpath earthworks adjoining concrete must be well compacted. moved for driveways 1.0m clear of :
O E 3. Concrete surface tolerance to be, eh ver 3 metre sections. Stormwater LATM devices Saas
x £ 4. Concrete N32 in accordance with AS 1379 and AS 3600. kerb inlet 1.0m Clearance oo
EE a 5. Reinforcement fabric to AS 1304, 50 top and edge cover, lap fabric 250. from pit lintel
Kb 3 6. Approved materials for construction:— concrete, paving blocks or asphalt, [3 |
x 2 zz refer project drawings.
, g == 7. Expansion joints to be 10mm thick, full depth closed cell cross linked 6.0m | 6.0m 6.0m 6.0m
. 2 28s polyethylene foam (85 - 150 kg/m), or 10mm thick compressed
. — 3s yethy 9 i
Wye anne = o> granulated corkboard, installation to manufacturers’ instructions. 1p IP po IP
x tee lO, 14 I 8. All appropriate permits must be obtained from Council, including approval of a a a a
= an SS N “. is to, Ste = 2 A location and levels prior to excavation. we a wa
o |e | fintsh: to-AS45B5 olo 9. Refer project drawings or local authority standard drawings for verge type
S 4. QPfinisty. to :AS4586 - a|s f cross sections. 6.0m 6.0m 6.0m 6.0m
S| « We 34 : 8
5 Pe BP A OF Sa, Np 10. One access to be constructed per allotment. x X
Lo Se zz 11. Earthworks cut and fill batters from edge of driveway to natural surface to be — a
ey == mox. grade at 1 in 10 and fully turfed.
: t ss 12. ** Driveways must achieve a high point of 250mm above invert of kerb to ensure
no stormwater is contained within the road reserve as per requirement of QUDM
| | Alternative 1 profile (Queensland Urban Drainage manual). This constraint may be varied upon the 6.0m _ 60m ACCESS
Alternative 2. profil approval of the local authority.
ernative < proile 13. Existing footpath to be transitional to new driveway at a maximum grade COLLECTOR
of 1 in 10. Prohibited locations shown in a
1500 14, Under special circimstances Council may approve a rising grade of 1:8 in this ee cay line, based on AS 2890.1
1200 MIN location or within 1 metre of the property boundary. 2 . . .
15. All dimensions in millimetres. = Dimensions are in metres.
SPLAYED DRIVEWAY Kerb The points marked ’X' are either at the median
| erp pao _— oo OT on a divided road, or at the intersection of
mwer Act the main road centreline and the prolongation
lea a of the side road kerb line on an undivided road.
| | Fabric MIN.
Reinforced ‘SL72 DRIVEWAY_PROHIBITED LOCATIONS
Sand blinding layer 30 MAX
TION A-A — BR T_TYP.
*
*
_- N N
INVERT OF CHANNEL (mm) 1000 1000 Roll over
DISTANCE FROM ° re) ° o - “> - 1500
INVERT OF CHANNEL (m) | © - Mm m Garage/
a
+ sl | | Carport slab
| 1500 1500 500,|$ 3| I
re © 4 in
transition footpath o |
hy, | | IZ e|
S| . ° 1 in 8
Road surface s | 1. in 40 (2.5%) 1 in 20 in 20 | Roll_under
% a in 8s Lin 6 1500
I lin 4 6 /
arage,
Control joint TYP Carport slab
Saw cut existing K&C — 50 | PROFI RIVEWAY_A A-A
min depth at invert — break
out and remove back of K&C These drawings have been developed in consultation between the participating Councils.
BEFORE USE, the user shall confirm that the drawing has been adopted by the oppropriote Council.
———————————— INSTITUTE. OF PUBLIC WORKS ENGINEERING AUSTRALIA DRIVEWAYS H
| =
ff QUEENSLAND DIVISION INC. RESIDENTIAL DRIVEWAY SEQ R-050F
Ap agke | SIR S STANDARD DRAWINGS BREAKOUT TYPE a
A B | ORIGINAL ISSUF CT A
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