Traffic Engineering Report dated 31 July 2014 W D Milligan

 

»

“TOP FO

oh 4

269°46

RESTRY ROAD.

 

 
  

EXCAVATE INTO EMBANKMENT (LHS IN
DIRECTION OF CHAINAGE) TO PROVIDE
CARRIAGEWAY WIDTH, CURVE WIDENING
AND REINSTATE TABLE DRAINS.

- DEVELOPMENT

 
     
  
   
    
    

R 2100.000

se DESIGN SURFACE
EXISTING SURFACE

EARTHWORKS (CUT) TO PROVIDE FORMATION
WIDTH AND RE-INSTATE TABLE DRAIN

RE-INSTATED TABLE DRAIN — 1m WIDE, 0.5m DEEP

       
 
     
   

   

MAX HIEGHT APPROX. 5.5m

\ ROAD WIDENING — TOTAL FORMATION WIDTH VARIES
MIN. 5.5m (STRAIGHTS) MAX. 7.5m (CURVE WIDENING)
\

 

—_— — —_ __
— —

 

 

 

TYPICAL CROSS SECTION

 

TOP FORESTRY ROAD
R 507.990

 

 

PROPOSED FEATURES LEGEND

ROAD EDGE GUIDE POST
(REFER TMR STD DRG 1356)

SIGN POST r

 

 

y
N]
bid
4
y
/|
|
D4
\
| N
N

 

CURVE WIDENING. WIDTH PROVIDED TO ALLOW
FOR HEAVY VEHICLES TO PASS PASSENGER
VEHICLES SAFELY IN BOTH DIRECTIONS.

NOTES:

1. FOR OVERALL UPGRADE DETAILS, REFER
TO SKETCH NUMBER B14101—SK-001

 

 

~ TY CONCEPT
t rn ADVICE ONLY

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CUT BATTER AND TABLE DRAIN > r > > I
30 July 2014
Project: Client: Figure No:
W. DONALD MILLIGAN PTY LTD C/- GANTT LEGAL (I LAMBERT & REHBEIN
0 2 4 6 8 10m 0 20 40 60 80m = “\ ENGINEERS * MANAGERS * SCIENTISTS B14101-SK-00?
PROPOSED POULTRY FARM itle: CBD HOUSE TELEPHONE (07) 3250 9000 Fw
: : TOP FORESTRY ROAD - WIDENING DETAILS & TYPICAL SECTION]  Ferrirboevattey “aus ‘ove EMail [email protected] “ae Bp 2277714 Fccale AS SHOWN
SCALE 1:250 (A1) SCALE 1:2000 (A1) INFRASTRUCTURE WORK ASSESSMENT OPTION 1 SR RR TE i ne a = 451.902 SGmond = - Meee File Ref SEF BELOW Al

 

 

 

 

F:\Jobs\B14100\B14101\Drawings\|nfrastructure\Sketches\B14101-SK-002 14-07-22.dwg