Appendix H Traffic Impact Assessment · RAL25/0004

 

 

   
 
     
 
   
  
 
 

PROPOSED
INTERSECTION
UPGRADE REFER
C250-C252 FOR

 

 

 

 

109.

ws

&
112 0S

 

      

104

TS 1

 

  

 

IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO CONTACT THE RELEVANT
AUTHORITIES TO CONFIRM THE LOCATION OF
ALL EXISTING SERVICES PRIOR TO THE
COMMENCEMENT OF EXCAVATION

 

 

 

 

 

 

 

 

   

 

 

 

   

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

   
    

| LOT 1 STORMWATER

CONNECTION POINT PROPOSED 6m

WIDE DRIVEWAYS}
ACCESSTOLOT 1“

 
 
     
 
  
   
  
 

   

 

Z

  

 

 

3163m?

Z

‘a1 INTERIM TURF SWALE (PRIOR TO LOT ~
& DEVELOPMENT) TO DIRECT SURFACE
FLOWS TO FIELD INLET PIT. REFER

TO SHEET C120 FOR DETAILS

 

 

s
PROPOSED
INTERSECTION
UPGRADE REFER
C250-C252 FOR

 

 

 

 

 

    
 
   

ss LOT 2 STORMWATER,
CONNECTION POINT _ “

wr

~~ PROPOSED 10m WIDE ~ “

ACCESS RESERVE
“ :

 

    

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LOT 2 STORMWATER
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PROPOSED 6m oo
~ WIDE DRIVEWAY
7 ACCESS TOLOT2 6”
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PROPOSED CUT-OFF SWALE IN LOT 100 ”
REFER SHEET C350 FOR DETAILS Yo

 

 

 

 

TO SHEET C120 FOR DETAILS

 

“L_LOT2 STORMWATER
CONNECTION POINT

 

INTERIM TURF SWALE (PRIOR TO LOT } ~
DEVELOPMENT) TO DIRECT SURFACE

TO FIELD INLET PITS. REFER

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DETAILS

 

 

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INTERIM TURF SWALE (PRIOR TO LOT
DEVELOPMENT) TO DIRECT SURFACE

~ FLOWS TO FIELD INLET PIT. REFER
TO SHEET C120 FOR DETAILS

ory

LEGEND

DETAILS Se 4106
L
Wh
i .
yr
/\ . , \
\ R \ ~y \
Lag /
[= PROPOSED 6m WIDE LOCAL \ / 5
a1 s URBAN ROAD WITHIN 18m 23 fs 6 \ / ~
7 s WIDE ROAD RESERVE JMB eo \
SP 176968, 1 J 2 2
\ / corny
4 INDICATIVE INDENTED 2 spt7698 A sP176868
' CARPARKING BAYS SP176968 / B
(12 TOTAL) SPiTes PROPOSED 2m WIDE. / |
as “ CONCRETEFOOTPATH 5/5, ne 118
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LEI IIL SS ORE >
SSS SENSE EAMONN ;
= S R = S i LOT 3 STORMWATER ax
— + ROAD 1+ = am we - wy My CONNECTION POINT ’ XK &
\ _ | 17;
= — - . = — Ss oy *y RO + PEAR TREE LANE
r S : — 112 ROAD RESERVE
ny ROAD ;
— mB (UNDEVELOPED)
149 *s S113

    

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PROPOSED ASPHALT ROAD.
PROPOSED CONCRETE FOOTPATH
PROPOSED CONCRETE DRIVEWAY

BIORETENTION BASIN FILTER SURFACE,

LANDSCAPE BUFFER REFER LANDSCAPE
PLANS FOR DETAILS.

PROPOSED STORMWATER DRAINAGE
PROPOSED SEWER MAIN

PROPOSED WATER MAIN

EXISTING STORMWATER DRAINAGE
EXISTING WATER MAIN

EXISTING COMMUNICATIONS CABLES
EXISTING UNDERGROUND ELECTRICAL
EXISTING OVERHEAD ELECTRICAL
INTERFACE / CHANGE OF GRADE
EXISTING SITE BOUNDARY

EXISTING TREES

DESIGN SURFACE CONTOURS
(250mm INTERVALS)

EXISTING SURFACE CONTOURS,
(250mm INTERVALS)

 

 

& &

SCALE 1:500 (A1) - 1:1000 (A3)

30m

Check all dimensions before commencement of work.
Check Site boundary dimensions from the Title plans
Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing,
the location, depth and extent of underground or overhead
services are to be confirmed and protected on site by the
contractor prior to commencement of works.

 

Checked- CT

 

 

 

 

ae
COVE

ASSOCIATES PTY LTD
ABN 59 137 305 992

Design- SK Drawn- SK

 

 

Scales- AS SHOWN

\. Document Stage APPROVAL

 

 

 

 

7 | 227123 _| PRELIMINARY x

By

 

 

 

& Planning

 

 

issue Date Description

 

Consulting Civil &
Structural Engineers
Project Management

‘Approved
Drawing title -

124 DUPORTH AVENUE
PO BOX 16

MAROOCHYDORE QLD 4558
E-MAIL: [email protected]

Ph (07) 8443 777
Fax (07) 5443 7577

 

 

ROADWORKS & DRAINAGE PLAN

Project -

COMMUNITY AFFORDABLE
HOUSING DEVELOPMENT

NOOSA COUNCIL

Site -

 

Client -

 

 

62 LAKE MACDONALD DRIVE,
COOROY

233467 Sheet No.

(0010 ROADWORKS &
DRAINAGE PLAN

c010
A

This Document is copyright and shall not be copied
without written approval, nor shall it be used except
for the Development and the Site Specified.

Project No.

 

Digital Ref Issue :

 

 

S/

 

 

vay OP WiUncontraTeaCOTU ROADWORKS & DRAINAGE PLAN GWG

jot 7 June 2024 - 11:04 AM