SUPERSEDED - Approved Plan - MCU26 0012 & OPW26 0034 (As Published) · MCU26/0012

 

DRAWING SIZE — At

 

HEIGHT DATUM

LOT 2 ON RP 214048
Level Datum AHD
Lukes Road, Cooroy Mountain

Survey information provided by
MAX WATTERSON & ASSOCIATES (MWA)

=

2

 

 

 

 

LEGEND

_---77 INDICATES PROPOSED SURFACE

oO

18077 CONTOURS AND LEVELS TO AHD.
4180 EXISTING SURFACE SPOT LEVELS.
5.0% > INDICATES FINISHED SURFACE GRADE
FA INDICATES DIRECTION OF FALL
TO FINISHED SPOON DRAINS.
RAMP. INDICATES DIRECTION OF RAMP UP OR
Ss _DOWN AS INDICATED
x [29740] INDICATES PROPOSED FINISHED
SURFACE LEVELS
_____ (7) DENOTES WET TOOLED JOINT TO TERRACE
SLAB, REFER TO DRG. OW4.5 DETAILS
TERRACE SLAB. REFER TO STRUCTURAL
DETAILS FOR THICKNESS AND

REINFORCING.

DRIVEWAY SLAB/PAVEMENT. REFER TO
NOTES AND DETAILS ON DRG. OW4.5 FOR
THICKNESS AND REINFORCING.

LANDSCAPING, REFER LANDSCAPE
ARCHITECT FOR DETAILS.

INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE

INDICATES EXISTING SEWER LINE

INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

INDICATES STORMWATER DRAIN EXISTING
AS NOTED

INDICATES POSITION OF RETAINING WALL
TO STRUCTURAL ENGINEERS DETAIL.

 

 

 

www.dialbeforeyoudig.com.au

 

DIAL1100

BEFORE YOU DIG

 

 

419.14

g.1¥
+1

31
+"

 

 

 

 

 

 

 

 

 

 

 

 

48.78
418.84 +'
+

 

 

47.99

418.68

0.03
+0

 

 

 

 

 

 

 

 

8.16
+"

 
 

0.05
+7

 

 

 

 

 

 

 

 

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2%
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ad
116.603 —
o oN
% tes
ast 117262

9.5!
+"

PROPOSED
ARENA
FFL
119.200

 

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AS

SE S2 29

417 ENN

ay

ALL SERVICES SHOWN ON THIS PLAN INDICATIVE

918
+"

9.90
+"

   
 
 

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+1"

116.264 INTO EXISTING NEATLY,
.» , NO STEP
~ en" 6°

JOIN PROPOSED DRIVEWAY

+"

116.853

 

117.142 [6%

 

 

 

 

 

 

 

 
   
       

9.3!
+" |

~ PROPOSED

 

STABLES
FFL]
sont 119.050

 

 

 

 

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SITE PLAN — DRIVEWAY LEVELS PLAN PART 2

Scale 1: 250

ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL
SERVICES ARE TO BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY
RESPONSIBLE FOR THE SERVICE

 

CONTRACTOR TO TOPSOIL AND TURF ANY

DISTURBED OR DAMAGED AREAS OF THE ROAD
RESERVE ADJACENT THE CONSTRUCTION SITE

 

ALL LINE MARKING TO BE IN ACCORDANCE
WITH THE QUEENSLAND MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES & A.S 2890.1

PARKING FACILITIES PART 1: OFF-STREET CAR

PARKING

CONTRACTOR TO REPAIR/REINSTATE ANY

DAMAGED AREAS OF EXISTING FOOTPATHS,
KERB & CHANNELS TO COUNCIL STANDARDS

44.39
+!

3.90
+"

3
415.2
+ 11498

 

 

 

 

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42
334 +0

442.98

4.43
+"

5.45
+"

6.84
+"

32
+t"?

41290
412.89

41

49.28

pio

4
48.1
+!

412.30

+
2.68

42.34

ist

443.02

5.02

3.21

KEY

EX. SWPT EXISTING STORMWATER PIT
EX. SWMH EXISTING STORMWATER MANHOLE

EX. SMH
EX. SCP
E.0.B.
K&C
N.S.L.
FH.
TP
EP.
KERB
RCEW
S.V
W.M

412.28

442.38

+ 413.17

413-88

524
+"

6.82
+"

EXISTING SEWER MANHOLE
EXISTING SEWER CONNECTION POINT
EXISTING EDGE OF BITUMEN
EXISTING KERB & CHANNEL
NATURAL SURFACE LEVEL

FIRE HYDRANT

TELSTRA PIT

ELECTRICAL PILLAR

EXISTING KERBING

REINFORCED CONCRETE END WALL
STOP VALVE

WATER METER

41
+
A
412.3
+
0
413-2
+ 4
+
+r
+
417.08
+
418.0
ae

 

 

 

 

 

  
 
 
 
 

 
 
   
 

 
 
 
 
  
 

 

 

 

 

MAXIMUM CROSS-FALL OF 1 in 40 ON ALL
FOOT-PATHS AND INTERNAL PEDESTRIAN
PATHS AND RAMPS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

—— RW 2
| pI PIPOR GSI CIF 9 HO) | Z Z RESIDENTIAL
arr : = 2 DEVELOPMENT
Hy asst ; Te Va J FFL 7
few — | ma so I 122.000

42m IM22.000 a ma

 

 

 

 

 

 

 

 

 

 

 
 
  

 

 

 

 

LLL

2.26
+0

 

 

 

122.C

 

 

 

 

 

 

 

 

 
  

 
  
 
 
 

 

 

 

 

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Revision

 

 

Description Date

 

Iss

* FOR APPROVAL

 

DO NOT SCALE FROM THIS DRAWING

The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.

 

SCG HOLDINGS PTY LTD T/

O SCG

Unit 1/11 Project Ave,
Noosa Heads

Ph (07) 5455 5604
email:[email protected]

web:www.scg-engineers.com
ABN 68 659 675 790

 

 

 

 

 

 

 

 

 

 

 

 

~ DRIVEWAY LEVELS PLAN
NOOSA COUNCIL PART 2
APPROVED PLAN Project
areata 111 LUKES RD,
COOROY MOUNTAIN
Date: Fey 2006 PR | Desion oy
1 _P"gso efron 0577 -OW4.2