Updated Traffic Report

 

NOTES:

 

 

 

 

 

 

 

     

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

1500 1500
1. This drawing applies to industrial, commercial and multi unit residential domains. iD eee : el ~~ ee el
2. Entrances and exits for off street parking to be designed in accordance with AS 2890 Kerb Lip C 7 Kerb Lip
and Austroads — guide to Traffic management Part 11:Parking. Clause 6.1. —_ - TT a a —_—r—-
3. Driveways for Heavy Vehicles to be designed in accordance with AS 2890 Off Street =} Ss o /
Parking. Part 2 : Commercial Vehicle Facilities. < 2 99, Oo. 7
4. Adequate sight distances to be provided in accordance with AS 2890 Part 1:Off Street 04% 1S 4 7 + +t»
Carparking Figures 3.2 & 3.3. iu - “fe
5. Driveways inside property to be constructed square to the street alignment and wholly Pathway Pathwa
contained within the site frontage. y Exit Entry
6. For water sensitive urban design verges, the profile of the vehicular crossing is to 7
follow the existing verge profile. Property Boundary | . .
7. Crossings to be located clear of existing gully pits. (min. 1m) Where this cannot be 1500 W1 1500 W2 Wi Full width paving to verge
achieved, the gully pit and any connecting pipework shall be relocated at the property ' '
owners expense to the satisfaction of Council. 1500
8. Proof roll Subgrade to 200 beyond concrete edge with 3 passes of a CC10 Roller (or Surface treatment to —
equivalent). No deflecton on last pass. LA match existing/approved
9. Plain concrete surfaces to be transverse heavy broom finished. ae GENERAL WIDE CENTRE ISLAND along frontage
10. Decorative surfaces, where approved to have a Smm max. depth variation in the a iS
finished surface profile. <p AS
11. Control joints are to be sealed with a low modulus self priming sealant to the 1500 1500 1500 Oo 3100 gy 1500
manufacturers specification. Control joint spacing maximum 3m x 3m. Kerb Li rs ee eee eo Kerb Li P| ___ ————~| f_ __ TT
12. All surfaces subject to pedestrian traffic (including Vehicle Crossings) are to comply P erd Hip
with note 30 on Standard Drawing RS—050. 7-7 TT 7 Tr Y tO y- a 7
13. Crossings to be located clear of water and sewer main fittings and manholes. Where a Ss oO / © — 4 60 /
crossing increases or decreases the cover over a main then the standard cover will be 2 oO. / — y
reinstated. Minimum cover and treatment to other services is to be in accordance with 4 L
the service authorities requirements. Ser =
14. All concrete construction to comply with the requirements of AS 3600. Concrete Code. Nee
15. All concrete to be Grade N32 in accordance with AS 1379 Exit ~ °
16. All adjacent asphalt or concrete surfaces and pavements to be saw cut
17. Variations to the designs shown are subject to approval from relevant Council. Property Boundary / ( |
18. Refer RS—049 for crossing prohibited locations. W1 } W2 ] wi Surface to be
19. All appropriate permits must be obtained from Council, including approval of location contrasting hardstand
and levels prior to excavation. Kerb to taper to 1500 heatments
20. Where directed by Council Tactile Ground Surface Indicators are to be provided existing footpath level
adjacent to the crossing in accordance to AS 1428.4. LA
21. Valves, hydrants located within the crossing shall have HDPE surround or equivalent at 1490 from Kerb face
placed between the service lid and the concrete. For any alterations to levels contact GENERAL WIDE FLAIRED CENTRE ISLAND
relevant Authority prior to concrete pour.
22. All dimensions ore in millimetres unless shown otherwise. (LEFT IN / LEFT OUT ONLY)
S 2 g 9 g Height above Invert
1 Ss ; L I of Channel (mm)
wn 1. ° 0 2 Distance from Invert
y re ° L ° of Channel _(m)

 

 

 

 

Prop. Bdy.

 

 

 

 

 

Existing standard verge Proposed Saw cut and break profile outside vehicular
profile outside vehicular Vehicle out back of kerb crossing. Min 175mm Concrete
crossing. Crossing and channel. saw cut bitumen 40 min. thick with SL72
1 1.5m | 1.5m surface 300_, 300 Asphalt surfacing Reinforcement
Footpath Transition
oe
5 x 10 wide sealant WA

over debonding tape.

 

 

Sand blinding layer 50 max. Min. 175mm Concrete with

SL72 Reinforcement.

 

 

 

 

 

Road Surface

Galvanised Dowels 400
x R24 at 300 crs.

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 appropriate Council.

 

Min. type 2.3 material or —
full depth asphalt pavement

 

 

 

 

Existing standard verge

 

 

 

 

Sand _ blinding
layer 50 max

Proposed vehicle crossing

to match exisitng

TYPICAL SECTION — CHANNEL REMOVED

 

10/17

Review

 

06/16

Review

 

06/14

Review

 

03/14

Amended Drawing Number

 

12/11

Drawing number changed from SEQ RS-051 to RS-051

 

oP [>| y]e|z]

06/10

 

 

 

DATE

Review
REVISIONS 03709 _ ORIGINAL_ISSUE

 

 

INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALASIA
STANDARD DRAWINGS

 

 

VEHICLE CROSSINGS

HEAVY DUTY RS—051

Beer ries